HomeMy Public PortalAboutA 2017-02-07 CC (2)This Agenda contains a brief general description of each item to be considered. Copies of the Staff reports
or other written documentation relating to each item of business referred to on the Agenda are on file in the
Office of the City Clerk and are available for public inspection. Any person who has a question concerning
any of the agenda items may call the City Manager at (310) 603-0220, ext. 200.
Procedures for Addressing the Council
IN ORDER To EXPEDITE CITY COUNCIL BUSINESS, WE ASK THAT ALL PERSONS WISHING To
ADDRESS THE COUNCIL FILL OUT A FORM PROVIDED AT THE DOOR, AND TO TURN IT IN TO THE
CITY CLERK PRIOR TO THE START OF THE MEETING. FAILURE TO FILL OUT SUCH A FORM WILL
PROHIBIT YOU FROM ADDRESSING THE COUNCIL IN THE ABSENCE OF THE UNANIMOUS
CONSENT OF THE COUNCIL.
AGENDA
ITEMS ON FILE FOR CONSIDERATION
AT THE REGULAR MEETING OF
THE LYNWOOD CITY COUNCIL
TO BE HELD ON
FEBRUARY 7, 2017
COUNCIL CHAMBERS
lot
'VED
R,IECIL
FEB 0 3 2017
11330 BULLIS ROAD, LYNWOOD, CA 90262 CITY OF LYNWOOD
s:oo P.M. CITY CLERKS OFFICE
MARIA TERESA SANTILLAN-BEAS
MAYOR
JOSE LUIS SOLACHE SALVADOR ALATORR
MAYOR PRO -TEM COUNCILMEMBER
AIDE CASTRO
COUNCILMEMBER
CITY MANAGER
ALMA K. MARTINEZ
CITY CLERK
MARIA QUINONEZ
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1, CALL To ORDER
EDWIN E. H ERNAN DEZ
COUNCILMEMBER
CITY ATTORNEY
DAVID A. GARCIA
CITY TREASURER
GABRI ELA CAMACHO
2. CERTIFICATION OF AGENDA POSTING BY CITY CLERK
3. ROLL CALL OF COUNCIL MEMBERS
Salvador Alatorre
Aide Castro
Edwin E. Hernandez
Jose Luis Solache
Maria T. Santillan-Beas
4. PLEDGE OF ALLEGIANCE
5. INVOCATION
6, PRESENTATIONS/PROCLAMATIONS
• Business License Pilot Automated Program Before and After Assessment
• Parking Enforcement Plan
• African American History Month
• Water Rate Increase
• Sheriff Captain Carter -- Update on Law Enforcement Issues
• City Council Members Reporting on Meetings Attended (Gov. Code Section
53232.3 (D)}.
7. COUNCIL RECESS TO:
• CITY OF LYNWOOD AS THE SUCCESSOR AGENCY TO THE LYNWOOD
REDEVELOPMENT AGENCY
• LYNWOOD PUBLIC FINANCING AUTHORITY
LYNWOOD HOUSING AUTHORITY
PUBLIC ORAL COMMUNICATIONS
(Regarding Agenda Items Only)
NON -AGENDA PUBLIC ORAL COMMUNICATIONS
THIS PORTION PROVIDES AN OPPORTUNITY FOR THE PUBLIC TO ADDRESS THE
COUNCIL ON ITEMS WITHIN THE JURISDICTION OF THE COUNCIL AND NOT LISTED
ON THE AGENDA. IF AN ITEM IS NOT ON THE AGENDA, THERE SHOULD BE NO
SUBSTANTIAL DISCUSSION OF THE ISSUE BY THE COUNCIL, BUT COUNCIL MAY
REFER THE MATTER TO STAFF OR SCHEDULE SUBSTANTIVE DISCUSSION FOR A
FUTURE MEETING. (The Ralph M. Brown Act, Government Code Section 54954.2 (a).)
CITY COUNCIL ORAL AND WRITTEN COMMUNICATION
MARIA T. SANTI LLAN-BEAS, MAYOR
JOSE LUIS SOLACHE, MAYOR PRO TEM
SALVADOR ALATORRE, COUNCILMEMBER
AIDE CASTRO, COUNCILMEMBER
EDWIN E. HERNANDEZ, COUNCILMEMBER
PUBLIC HEARING
8. CONSIDERATION OF ADOPTION OF ORDINANCE NO. 1691 - AN ORDINANCE
ADOPTING THE 2016 EDITIONS OF THE CALIFORNIA BUILDING CODE, THE
CALIFORNIA RESIDENTIAL BUILDING CODE, THE CALIFORNIA GREEN BUILDING
STANDARDS CODE, THE CALIFORNIA ELECTRICAL CODE, THE CALIFORNIA FIRE
CODE, THE CALIFORNIA PLUMBING CODE, AND THE CALIFORNIA MECHANICAL
CODE, MAKING CERTAIN AMENDMENTS BASED UPON LOCAL CONDITIONS, AND
AMENDING THE LYNWOOD MUNICIPAL CODE TO REFLECT SUCH CHANGES.
Comments:
The new Building Standards will represent the 2016 California Building, Electrical,
Mechanical, Plumbing, and Energy Codes, the 2016 California Fire Code with L.A. County
amendments, and the 2016 California Residential and Green Building Standards Codes,
all with local amendments. The City and County of Los Angeles once again worked
together with many other local municipalities through the Los Angeles Basin Chapter of the
International Code Council to develop a regional set of structural amendments to the State
Codes. These amendments are known as the Los Angeles Regional Uniform Code
Program (LARUCP). (DCE)
2
Recommendation
1. Open the public hearing; take testimonial and documentary evidence; after
considering the evidence, read by title only, waive further reading, and adopt
Ordinance No. 1691; or
2. Alternatively, discuss and take other action related to this item.
CONSENT CALENDAR
All matters listed under the Consent Calendar will be acted upon by one motion affirming the action
recommended on the agenda. There will be no separate discussion on these items prior to voting
unless members of the Council or staff request specific items to be removed from the Consent
Calendar for separate action.
9. MINUTES OF PREVIOUS MEETINGS:
Special Meeting — January 17, 2017
Regular Meeting -- January 17, 2017
10. APPROVAL OF THE WARRANT REGISTER
Comments:
City of Lynwood warrant register dated February 7, 2017 for FY 2016-2017. (FIN)
Recommendation k,
Staff recommends that the City Council approve the warrant register.
11. TREASURER'S QUARTERLY INVESTMENT REPORT
Comments:
The purpose of this item is to have the Honorable Mayor and the Lynwood City Council
review the Treasurer's Quarterly Investment Report as required by State Statutes. (CT)
Recommendation:
It is recommended that the Honorable Mayor and the Lynwood City Council receive and
file the attached quarterly Investment Report for the quarter ending December 31, 2016.
12. TREASURER'S INVESTMENT POLICY STATEMENT
Comments:
The investment policies and practices of the City of Lynwood are based on state laws and
principles of prudent money management. This statement is intended to provide guidelines
for the prudent investment of idle and surplus cash, while meeting the short and long-term
cash flow demands and it is submitted annually for City review. The primary goals of these
policies are:
1. To assure compliance with all federal, state, and local laws governing the
investment of monies under the control of the Treasurer.
2. To protect the principal and asset holdings of the City's portfolio.
3. To ensure that adequate liquidity is provided for the prompt and efficient handling
of City disbursements.
4. To generate the maximum amount of investment income within the parameters of
these investment policies and guidelines for suitable investments. (CT)
Recommendation:
It is recommended that the City Council adopt the attached resolution entitled: "A
RESOLUTION OF THE LYNWOOD CITY COUNCIL OF THE CITY OF LYNWOOD
APPROVING THE TREASURER'S INVESTMENT POLICY STATEMENT".
13. RESOLUTION AUTHORIZING AGREEMENT WITH THE STATE BOARD OF
EQUALIZATION FOR THE IMPLEMENTATION OF LOCAL TRANSACTIONS AND USE
TAX
Comments:
On November 8, 2016, Lynwood voters approved Measure PS, which established a one
percent (1.0%) Transaction and Use Tax within the incorporated territory of the City. The
City is required to execute and file the attached agreements with the State Board of
Equalization (BOE) in order to begin the process of collecting and remitting the taxes to
the City. (FIN)
Recommendation:
Staff recommends that the City Council adopt the attached resolution entitled, "A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD AUTHORIZING
THE MAYOR TO EXECUTE AGREEMENT WITH THE STATE BOARD OF
EQUALIZATION FOR IMPLEMENTATION OF LOCAL TRANSACTIONS AND USE TAX".
14. RESOLUTION AUTHORIZING THE EXAMINATION OF TRANSACTIONS (SALES) AND
USE OF TAX RECORDS
Comments,
The Finance Department has the responsibility for collecting, accounting for, and reporting
citywide revenues. The City currently contracts with MuniServices, LLC to provide sales
and use, and property tax analysis/audit services. (FIN)
Recommendation:
Staff recommends that the City Council adopt the attached resolution entitled, "A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD AUTHORIZING
THE EXAMINATION OF TRANSACTIONS (SALES) AND USE TAX RECORDS".
15, AUTHORIZATION TO ENGAGE PROPOSED FINANCING TEAM FOR THE PURPOSE
OF THE PUBLIC ISSUANCE OR PRIVATE PLACEMENT OF 2017 LEASE REVENUE
BONDS
Comments:
Consideration to authorize the City Manager to engage a Financing Team related to the
issuance of 2017 Lease Revenue Bonds for the purpose of generating new project funds
for the acquisition of real estate and repayment of City obligations.
The City of Lynwood has two series of Lease Revenue Bonds outstanding. Series 2003A
has $1,475,000 in outstanding bond principal with a final maturity in 2018. Series 2010A
has $8,985,000 in outstanding bond principal with a final maturity in 2040. The staff is
proposing to generate new money for projects by leveraging the general fund revenues
available after the final maturity of the Series 2003A Lease Revenue Bonds. (FIN)
Recommendation:,,
1) Staff recommends that the City Council adopt the attached resolution entitled, "A
RESOLUTION OF THE CITY OF LYNWOOD DIRECTING STAFF TO PROCEED
WITH PLANNING FOR THE ISSUANCE OF LEASE REVENUE OBLIGATIONS
AND APPOINTING A FINANCING TEAM IN CONNECTION THEREWITH; and
2) Should Council accept and authorize staff to proceed, the financing team will
proceed with the financing and will return to Council at a later date for final
authorization to issue the bonds.
16, MEMORANDUM OF UNDERSTANDING (MOU) WITH THE LYNWOOD EMPLOYEES'
MANAGEMENT GROUP
Comments:
The Lynwood Employees' Management Group (LEMG) submitted its initial proposal for a
successor MOU on November 107 2016. The parties have been in negotiations since that
time. The MOU between LEMG expired on June 30, 2016. Since then, hours and working
conditions have remained the same.
While the parties continued to negotiate a formal successor MOU, they reached agreement
on certain financial terms, which include maintaining the "Status Quo" on the labor contract;
meaning, the current MOU will remain in effect until a successor MOU is completed and
agreed to. The agreement reached with LEMG on the certain terms are documented by
means of a Side Letter Agreement ("Agreement") subject to completion of negotiations and
approval of a successor MOU for 2017-2018. (HR)
Recommendationm
Staff respectfully requests that the City Council adopt the attached resolution entitled, "A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD ADOPTING A
COMPREHENSIVE MEMORANDUM OF UNDERSTANDING (MOU) BETWEEN THE
CITY AND THE LYNWOOD EMPLOYEES' MANAGEMENT GROUP (LEMG) WHICH
SETS FORTH ALL WAGES, HOURS, AND OTHER TERMS AND CONDITIONS OF
EMPLOYMENT."
17, CONTINUING TEMPORARY STAFFING REQUEST — FINANCE & ADMINISTRATION
DEPARTMENT
Comments:
The recruitment process for replacement of the City's Finance Director and Finance
Manager have begun. The following vacant positions in the Finance & Administration
Department continue to exist: (FIN/HR)
➢ Finance Director
➢ Finance Manager (recent retirement)
➢ Revenue and Billing Supervisor (recent retirement)
➢ (2) Accounting Technicians (one recent retirement)
Payroll Coordinator
Recommendation:
Staff recommends that the City Council adopt the attached resolution entitled, "A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD AUTHORIZING
THE MAYOR TO EXECUTE MEMORANDUM OF UNDERSTANDINGS TO FILL
SEVERAL KEY POSITIONS IN THE FINANCE DEPARTMENT ON AN INTERIM BASIS
THROUGH APRIL 2017."
18. APPROVAL AND RATIFICATION OF ROGEL I SETTLEMENT AGREEMENT
Comments:
At the regular City Council meeting held on December 6, 2016, the City Council provided
direction to staff to move forward with a potential resolution to the Rogel case. At the
January 17, 2017 special meeting of the Lynwood Successor Agency, the City Council as
Successor to the Lynwood Redevelopment Agency, by a vote of 5-0, provided settlement
direction to the attorneys handling the Rogel case. The Rogel I action stems from certain
enforceable obligations related to the Low and Moderate Income Housing Asset fund,
which was created pursuant to Health and Safety Code section 34176, subdivision (d).
Recommendation:
Staff recommends that the City Council ratify and approve the Rogel 1 Settlement
Agreement (Rogel, el al. v Slate of California Department of Finance, el al. Sacramento
Superior Court, Case No. 34-2014-80001977).
19. CLAIM FOR DAMAGES BY LIANA MONTOYA PEREZ
Comments:
On January 12, 2017, Ms. Liana Montoya Perez filed a claim for reimbursement of her
collision deductible. Ms. Montoya Perez claims property damage to her vehicle as a result
of a City tree that fell onto it on August 4, 2016. The location of the loss is 3936 Carlin
Avenue in Lynwood. (HR)
Recommendation*
Staff recommends that the City Council pay the claim of Ms. Liana Montoya Perez v. City
of Lynwood in the amount of $500.00.
20. CLAIM FOR DAMAGES BY MERCURY INSURANCE AISIO LIANA MONTOYA PEREZ
Comments:
On January 24, 2017, Mercury Insurance filed a subrogation claim on behalf of their insured
Liana Montoya Perez for damages alleging property damage to their insured Is vehicle as
a result of a City tree that fell onto it on August 4, 2016. The location of the loss is 3936
Carlin Avenue in Lynwood. (HR)
Recommendation:;
Staff recommends that the City Council pay the claim of Mercury Insurance alslo Liana
Montoya Perez v. City of Lynwood in the amount of $6,131.29.
21. LOAN AGREEMENT BETWEEN THE CITY OF LYNWOOD AND THE LYNWOOD
HOUSING AUTHORITY FOR THE PURPOSE OF ACQUIRING THE ALAMEDA
TRIANGLE PROPERTY IN THE AMOUNT OF ONE MILLION TWO HUNDRED FIFTY
THOUSAND ($1,250,000)
Comments:
The City had previously approved the acquisition of the Alameda Triangle property, and
escrow was entered into on September 15, 2016. At the time of acquisition approval, the
source of funds for the property purchase was not identified. As all due diligence and
review of the site has been completed and escrow is ready to close, time is of the essence
to fund the transaction. (FIN)
The Alameda Triangle site is contemplated to be utilized for the development of much
needed affordable housing in the community.
Recommendation:
Staff recommends that the City Council authorize the City Attorney and City Manager to
prepare and execute all necessary documents to fund a One Million Two Hundred Fifty
Thousand Dollar ($1,250,000) loan agreement between the City of Lynwood and the
Lynwood Housing Authority.
Should Council accept and authorize staff to proceed, the acquisition of the parcel will be
fully funded and the Lynwood Housing Authority can complete the acquisition of the
Alameda Triangle parcel, at State Parcel: DD 58166-01-01, at Imperial Hwy & Fernwood
Ave, City of Lynwood.
22. VENDOR SELECTION FOR PROFESSIONAL CONTRACT SERVICES FOR
IMPLEMENTATION OF HOUSING AND URBAN DEVELOPMENT REHABILITATION
AND FIRST-TIME HOMEBUYER'S PROGRAMS, GRANT ADMINISTRATION, PROJECT
& CONSTRUCTION MANAGEMENT, AND OTHER RELATED ACTIVITIES
Comments:
If the City Council elects to award a contract to Avant Garde, as recommended by Staff in
the Agenda Staff Report for this item, the City Council has the option to select among the
three (3) alternative costs proposals submitted by Avant Garde in response to the City's
solicitation for offers to perform specialized services. (DCE)
Recommendation:
Staff recommends that the City Council adopt the resolution attached to the Agenda Staff
Report for this Item, but revised to award a term with either of these options, or as directed
by the City Council:
• one (1) year contract with up to two one-year extensions to Avant Garde for the
not -to -exceed amount of $196,760.00 per year;
• one (1) year contract with a one-year extension to Avant Garde for the not -to -
exceed amount per year as directed by Council.
NEW/OLD BUSINESS
23. APPROVAL OF "ADOPT -A -SENIOR" PROGRAM FUNDRAISER EVENT
Comments:
In line with City programs, such as "Keep Lynwood Clean" and other community
beautification efforts, members of the City Council have requested consideration of a
fundraising dinner event to support an "Adopt -A -Senior" program. Proceeds from the event
will benefit the new program that will assist low-income Lynwood seniors with minor home
repairs and upgrades conducted by local service groups and volunteers. (REC)
Recommendation:
Staff recommends that the City Council consider and approve the proposed fundraising
event by adopting the attached resolution entitled: "A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF LYNWOOD APPROVING THE USE OF THE LYNWOOD
SENIOR CENTER TO HOST A FUNDRAISING DINNER IN SUPPORT OF THE CITY'S
ADOPT -A -SENIOR PROGRAM AND AUTHORIZES STAFF TO ESTABLISH THE
APPROPRIATE ACCOUNTS TO COLLECT AND DISTRIBUTE THE PROGRAM'S
FUNDS."
24. "WELCOME TO LYNWOOD" SIGN DESIGN COMPETITION AND DEVELOPMENT
Comments:
Staff is proposing to implement a Lynwood student -based art design competition to be
used as the base for a professionally produced "Welcome to Lynwood" sign. The sign or
signs would be developed for placement at an appropriate, major entry point to the City of
Lynwood. (REC)
Recommendation:
Staff recommends that the City Council approve the creation and implementation of a
student -based art design competition with winning entries used as a base for the
development of professionally -produced entry point sign or signs using Art in Public Places
and Parking and Business Improvement District funds by adopting the attached resolution
entitled: "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
AUTHORIZING STAFF TO CREATE AND IMPLEMENT A LYNWOOD STUDENT ART
DESIGN COMPETITION AND USE ART IN PUBLIC PLACES AND PARKING AND
BUSINESS IMPROVEMENT DISTRICT FUNDS, AS ALLOWED, TO DESIGN, DEVELOP
AND INSTALL ENTRY POINT SIGNAGE."
25. APPROVAL OF CASH MATCH FOR HOMELESS SERVICES GRANT
Comments:
In July of 2016 the City of Lynwood was awarded a $12,000 g rant to partially support the
salary of a case manager to provide homeless services dedicated to Lynwood. The grant
requires a match of $30,000 from the City to be applied to the case manager's salary and
that the City provide access to an appropriate meeting space for 35 hours per week so that
the case manager can meet with homeless residents. (REC)
Recommendations
Staff recommends that the City Council consider approval of a cash match and access to
an appropriate meeting space as required by an awarded grant program for local homeless
services by adopting the attached resolution entitled: "A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF LYNWOOD AUTHORIZING A CASH GRANT MATCH FROM
THE UNAPPROPRIATED GENERAL FUND RESERVES 1N THE AMOUNT $30,000 AND
FOR STAFF TO PROVIDE APPROPRIATE MEETING SPACE AS REQUIRED BY THE
HOMELESS SERVICES GRANT FROM THE HOME FOR GOOD FUNDERS
COLLABORATIVE AND THE UNITED."
26. APPOINTMENTS FOR GATEWAY CITIES COUNCIL OF GOVERNMENTS
TRANSPORTATION COMMITTEE AND 1-710 EIRIEIS PROJECT COMMITTEE
Comments:
Members of the City Council and staff serve on diverse municipal organizations that require
representation of government officers. This participation allows the City to receive
beneficial information and resources. (CL)
Recommendation:
Staff respectfully recommends that the Mayor and Council review and appoint delegates
and alternates to the Gateway Cities Council of Government Transportation Committee
and 1-710 EIRIEIS Project Committee.
27. APPROVAL AND RATIFICATION OF AD HOC COMMITTEE FOR ALAMEDA TRIANGLE
ADJOURNMENT
THE NEXT REGULAR MEETING WILL BE HELD ON FEBRUARY 21, 2017 AT 6:00 P.M. IN THE
COUNCIL CHAMBERS OF THE CITY HALL, 11330 BULLIS ROAD, CITY OF LYNWOOD, CALIFORNIA.
N
u,'AGENDA STAFF REPORT
�Rk4��o
r`
DATE: February 7, 2017
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Alma K. Martinez, City Mannar
PREPARED ED BY: Andre Dupr tr Interim Developme It, Compliance
Enforcement Services Directo
Mike Poland, Planning Manager
SUBJECT: Consideration f adoption of Ordinance No. . 1691 - An
Ordinance adopting the 2016 editions of the California
Building Code, the California Re,sidential Building Code, the
California Green Building Standards Code, the California
Electrical Code, the California Fire Code, the California
Plumbing Code, and the California Mechanical Code,
making certain amendments based upon local conditions,
and amending the Lynwood Municipal Code to reflect such
charges.
Recommendation:
1 Open the public hearing; take testimonial and documentary evidence; after
considering the evidence, read by title only, waive further reading, and adopt
OrdinanceNo. 1691; or
2 Alternatively, discuss and take other anion related to this item.
Background:
The California Building Standards Commission updates the State's Building
Codes on a triennial basis and State law, in tura, requires local municipalities to
adopt those Codes within 180 days of their publication. Those triennial Code
updates are typically advances in construction technologies, neer products and
materials, lessons learned from construction case history, and engineering. If
adopted, this Ordinance will approve the City's adoption of the 2016 State's
Building Codes. red-
AGENDA
�
AGENDA
ITEM
Discussion & Analysis:
The City of Lynwood, along with many other municipalities in the greater Los
Angeles area, will adopt and amend the latest edition of the State's Building
Standards Codes that became effective January 1, 2017. The new Building
Standards represent the 2016 California Building, Ele tri ai, Mechanical,
Plumbing, and Energy Codes, the 2016 California Fire Code with L.A. County
amendments, and the 2016 California Residential and Green Building standards
Codes, all with local amendments. The City and County of Los Angeles once
again worked together with many other local municipalities through the Los
Angeles Basin Chapter of the International Code Council to develop a regional
set of structural amendments to the State Codes. Thaw amendments are known
as the Los Angeles Regional nal Unif rm Code Program LA UCP .
Adopting the 2016 California Building standards Codes with specific LArUCP
amendments has several advantages. First, the LARUCP amendments are used
throughout Los Angeles County and in a large number of surrounding cities who
prefer to use the amendments for consistency including the Cities of Artesia,
Lynwood, Bell Gardens, Lakewood, Cerritos, and Long Beach. Consistency
between local municipalities is a major benefit for developers, Contractors, and
owner -builders because they are familiar with the Codes and can often save time
and resources during design and construction. Secondly, the amendments offer
local Building and safety Divisions an opportunity to interact and create
uniformity within the region regarding technical Cede issues. standards can be
creamed and used throughout the area and include Common plan Check lists and
inspection procedures. Thirdly, it creates a mainstream am effort regarding technical
data and resources that can be regionally communicated and enforced.
The proposed structural amendments address Certain geological conditions
within the City including near source seismic faults and known liquefaction zones.
These geological Conditions necessitate specific structural amendments that will
help mitigate any possible natural disaster such as an earthquake. The structural
amendments have been researched and outlined in the current L RUCP
Structural Committee's end ent and will be sent to the State with all
necessary findings and filings as required by the California Building Standards
Commission. The required findings are also included in the City's proposed
ordinances and reflect past amendments historically enforced by the City of
Lynwood and within the Los Angeles basin.
These local structural amendments include, but are not limited to, specific
foundation design requirements, earthquake brace wall designs and sheathing
limitations, limited use of staples in structural elements, and seismic restraint
requirements for ether building elements such as drop Ceilings and mechanical
systems. The "Significant Changes to the California Building Cede (2016
Edition" and the "Significant Changes to the California Residential Code (2016
Edition)" highlight the major technical code changes. These books are available
in the Building Division for reference.
CC Agenda Report 2 2016Code Updates
Environmental Assessment:
This ordinance is exempt from review under the California Environmental Quality
Act (California Public resources Code §§ 21000, et seq., "CE A") and the
regulations promulgated thereunder (14 California Code of Regulations §§
15000, et seq., the "State CEA Guidelines" because it consists only of minor
revisions and clarifications to an existing code of construction -related regulations
and specification of procedures related thereto and will not have the eff=ect of
deleting or substantially changing any regulatory standards or findings required
and therefore does not have the potential to cause significant effects on the
environment. In addition, this ordinance is an action being taken for enhanced
protection of the environment and is exempt from further review under CEQA
Guidelines § 15308.
Public [Notice:
For the adoption of uniform codes, state lair requires than the second reading of
the Ordinance be noticed as a public hearing. Accordingly, the Cit} Council, at its
January 17, 2017 Council meeting, set the public hearing for February 7, 2017,
and a legal notice was published on January 27, 2017 in the Daily Journal
newspaper in anticipation of the February 7, 2017 Public Hearing.
Fiscal Impact:
The cost to administer this process is captured through Building Department
permits and fees.
CoordinatedWith:
[one.
Attachments:
Ordinance I. 1691
2016 Final version of the Los Angeles legion Uniform Code Program
CC Agenda Report 3 2016 Code Updates
ORDINANCE NO. 1691
AN ORDINANCE OF THE CITY OF LYNWOOD ADOPTING
THE 2016 EDITIONS OF THE CALIFORNIA BUILDING
CODE, THE CALIFORNIA NIA RESIDENTIAL BUILDING
CODE, THE CALIFORNIA GREEN BUILDING
STANDARDS CODE, THE CALIFORNIA ELECTRICAL
CODE, THE CALIFORNIA NIA FIRE CODE, THE CALIFORNIA
NIA
PLUMBING CODE, AND THE CALIFORNIA MECHANICAL
CODE, MAKING CERTAIN AMENDMENTS BASED UPON
LOCAL CONDITIONS, AND AMENDING THE LYNIID
MUNICIPAL CODE TO REFLECT SUCH CHANGES
THE CITY COUNCIL DOES ORDAIN As FOLLOWS:
SECTION 1: Findings. The City Council finds as follows:
A. The City may adopt model codes by reference pursuant to Government Cade §§
50922,2, et sect.;
B. Health and Safety Code § 17958 requires the City to adopt certain codes that are
set forth in Health and Safety Code § 17922 and published in the California Code
f Regulations;
C. In accordance with Health and safety Code § 17958.7, it is in the public interest
to adopt the most recent codes published by the California Building Standards
Commission;
D. Notice of public hearing to consider the adoption of the codes was published
pursuant to Government Code § 6066 and on January 27, 2017, a duly noticed
public hearing was held regarding the adoption of the Codes;
E. Pursuant to § 50022.6 of the Government Code, at least one copy of all codes
adopted by reference were filed with the City Clerk of the City and were available
for public inspection for at least fifteen 1days preceding the date of the
hearing;
F. Pursuant to Government Code § 50022.9, the City Council intends to incorporate
by reference, with local amendments, the following 2016 codes in their entirety
s if set forth in full herein:
1. The California Building Coda, California Residential Building Code, and
California Green Building Standards Code, 2016 Editions, ars published in
Title 2, Pants 2, 2.1 11. and 12 of the California Code of regulations;
2. The California Electrical Code, 2016 Edition, as published in Title 24, Part 3 of
the California Code of Regulations;
3. The California Fire Code, 2016 Edition, as published in Title 24, Part 9 of the
California Code of Regulations;
4. The California Plumbing Coder 2016 Edition, as published in Title 24, Part 6
of the California Code of Regulations; and
6. The California Mechanical Code, 2016 Edition, as published in Title 24, Part 4
of the California Code of Regulations; and
6. The California Energy Code, 2016 Edition, as published in Title 24, Part 6 of
the California Code of regulations.
SECTION : In accordance with Health and Safety Code § 17958.7, the City
Council finds that there are local climatic, geographic, and topographic conditions
justifying the various local amendments to the California Building Standards Code. The
City Council finds and determines that certain building standards established by these
Codes are inadequate for use and enforcement in the City of Lynwood because of
unique geological conditions prevailing within the Cit}. Such geological conditions affect
the potential consequences of soil strength loss due to known liquefaction zones within
the City and the nearby location of earthquake faults, resulting in the possibility of
tremendous loss of life and structures within the City unless appropriate building
standards are adopted. The lessons learned from previous earthquakes, such as the
Northridge and Whittier earthquakes, have been refined with studies and tests that have
continued since the last code adoption cycle. The results of these studies and tests
necessitate adoption of further amendments to the structural requirements of the
California Building Standards Code. The proposed structural amendments are detailed
in the sections of the Lynwood Municipal Code adopted by this ordinance which amend
the Californias Building standards Code.
SECTION 3: Chapter 11 of the Lynwood Municipal ipal Code "LMC" is amended t
read as follows:
11 Building Code - Adopted by Deference; Whe re Filed
Chapters 1 through 35, and Appendix Chapters B, C, F, H1 1, and J of California Code of
Regulations Title 24, Part 2 (the 2016 California Building Code) are adopted b
reference as the Building Code of the City of Lynwood.
In accordance with California Government Code Section 69022.6, one 1 copy of the
chapters and appendices must remain on file with the Building Official within the
Department of Planning and must be at all times maintained by the Building Official for
use and examination by the public.
MCA 2 Ordinance No. 1691
2016 Building Codes
SECTION : Chapter 11 Building
and 11-6.1 (Electrical Cede Adopted)
amended to read as follows:
11-6 Electrical Code
11-6.1 Electrical Code Adopted:
and Housing, Section 11-6 (Electrical Code)
of the Lynwood Municipal Code are hereby
Except as provided herein, the 2016 edition of the California Electrical Code, as
promulgated and published by the National Fire Protection Association, Inc., including
any California amendments and adopted annexes thereof, is hereby adopted by
reference as though fully set forth herein, and shall constitute and is hereby established
s "The Electrical Code of the City of Lynwood" "electrical code's herein). A copy of the
2016 edition of the California Electrical Cede has been deposited in the office of the City
Clerk and shall at all times be maintained by the City Clerk for use and examination by
the public.
SECTION : Chapter 11 Building and Housing, Section 11- (Plumbing Code)
and 11-9.1 (Plumbing Code Adopted) of the Lynwood Municipal Code are hereby
amended to read as follows:
11-9 Plumbing Code
11- .1 Plumbing Code Adopted:
Except as provided herein, the 2016 edition of the California Plumbing Code, as
promulgated and published by the International Association of Plumbing and
Mechanical Officials, including any California amendments and adopted appendices
thereof, is hereby adopted by reference as though fully set forth herein, and shall
constitute and is hereby established as "The Plumbing Code of the City of Lynwood"
"Plumbing de" herein). A copy of the 2016 edition of the. California Plumbing Code
has been deposited in the office of the City Clerk and shall at all times be maintained b
the City Clerk for use and examination by the public.
SECTION : Chapter 11 Building and Housing, Section 11-10 (Mechanical Code)
and 11--10.1 (Mechanical Code Adopted) of the Lynwood Municipal Code are hereby
amended to read as follows:
11-10 Mechanical Code
11-'1 .1 Mechanical Code Adopted:
Except as provided herein, the 2016 edition of the California Mechanical Code, a
promulgated and published by the International Association of Plumbing and
Mechanical Officials, including any California amendments and adopted appendices
thereof, is hereby adopted by reference as though fully set forth herein, and shall
[SCA 3 Ordinance No. 1691
2016 Building Codes
constitute and is hereby established as "The Mechanical Code of the City of Lynwood"
"mechanical bode" herein). A copy of the 2016 edition of the California Mechanical
Code has been deposited in the office of the City Clerk and shall at all times be
maintained by the City Clerk for use and examination by the public.
SECTION 7: Chapter 11 Building and Housing, Section 11-1 (Append ix Chapter
Al of the California wilding Conservation Code) and 11-18.1(Appendix Chapter Al of
the California Building Conservation Code Adopted) of the Lynwood Municipal Code are
hereby amended to read as follows:
11-8 Appendix Chapter Al of the California Existing Building Code
11 -1 .1 Appendix Chapter Al of the Cal if rnia Existil ng wilding Code Adopted:
Except as hereinafter provided, appendix chapter Al of the California Existing Building
Code, as contained in part 10 of title 24 of the California Code of regulations is adopted
by reference and incorporated herein as though fully set forth and shall constitute
appendix chapter Al of the existing building code of the city. A copy of that California
Existing Building Code has been deposited in the office of the City Clerk and shall be, at
all times, maintained by the city clerk for use and examination by the public.
SECTION : Chapter 11 Building and Housing, Section 11--21 (residential
Code), Section 11-21.1 (Residential Code Adopted) and Section 11-21.2 (Amendments
to the residential Code) of the Lynwood Municipal Code are hereby amended to read
as follow:
11-21 Residential Code
11-21.'1 Residential Code Adopted:
I
Except as provided herein, the 2016 edition of the California Residential Code, as
promulgated and published by the International Code Council, and including any
California amendments or adopted appendices, is hereby adopted by reference as
though fully set forth herein, and shall constitute and is hereby established as "The
Residential idential Code of the City of Lynwood" "residential code" herein). A copy of the 201
edition of the California Residential Code has been deposited in the office of the City
Clerk and shall at all times be maintained by the City Clerk for use and examination by
the public.
SECTION : Chapter 11 Building and Housing, Section 11-22 (Green wilding
Standards Code) and 11-21.1 (Green Building Standards Code Adopted) of the
Lynwood Municipal Code are hereby amended to read as follows:
11-2 Green Building Standards Code
11-22.1 Green Building Standards Code Adopted:
MCA 4 Ordinance No. 1691
2016 Building Codes
Except as provided herein, the mandatory provisions of the 2016 edition of the
California Green Building Standards Code is hereby adopted by reference as though
fully set forth herein, and shall constitute and is hereby established ars 'The Green
Building Standards Code of the City of Lynwood" "green code" herein). A copy of the
2016 edition of the California Green Building Standards Code has been deposited in the
office of the City Clerk and shall at all times be maintained by the City Clerk for use and
examination by the public.
SECTION 10: Environmental I e sme t The City Council determines that this
ordinance is exempt from review under the California Environmental Quality Act
(California Public Resources Code §§ 21000, et seq., "CEA") and the regulations
promulgated thereunder (14 California Code of Regulations §§ 15000, et seq., the
"CEQA Guidelines" because it consists only of minor revisions and clarifications to an
existing code of construction -related regulations and specification of related procedures
and will not have the effect of deleting or substantially changing any regulatory
standards or findings required. Therefore, the adoption of this Ordinance does not have
the potential to cause significant effects on the environment and is exempt from further
review under CEA Guidelines §15061 b3. In addition, this ordinance is an action
being taken for enhanced protection of the environment and is exempt from further
review under CEQA Guidelines § 15308.
SECTION 11: Construction. This Ordinance must be broadly construed in order
to achieve the purposes stated in this Ordinance. It is the City Council's intent that the
provisions of this ordinance be interpreted or implemented by the City and others in a
manner that facilitates the purposes set forth in this Ordinance.
SECTION 12: Enforceability. Repeal of any provision of the Lynwood Municipal
Code does not affect any penalty, forfeiture, or liability incurred before, or preclude
prosecution and imposition of penalties for any violation occurring before this
Ordinance's effective date. Any such repealed part will remain in full force and effect for
sustaining action or prosecuting violations occurring before the effective dame of this
Ordinance.
SECTIO 13: Validity of Previous Code Sections. If this entire Ordinance or its
application is deemed invalid by a court of competent jurisdiction, any repeal or
amendment of the LMC or other city ordinance by this Ordinance will be rendered void
and cause such previous LINK provision or other the city ordinance to remain in full
force and effect for all purposes.
SECTION 14: Severability. If any part of this Ordinance or its application is
deemed invalid by a court of competent jurisdiction, the city council intends that such
invalidity will not affect the effectiveness of the remaining provisions or applications and,
to this end, the provisions of this Ordinance are severable.
MCA S Ordinance No. 169.
2016 Building Codes
SECTION 15: Publication. The City Clerk is directed to certify the passage and
adoption of this Ordinance; cause it to be entered into the City of Lynwd's book of
original ordinances; make a note of the passage and adoption in the records of this
meeting; and, within fifteen 15 days after the passage and adoption of this Ordinance,
cause it to be published or posted in accordance with California lair..
SECTION 16: The City Clerk shall certify as to the adoption of this Ordinance
following the City Council's second reading and to cause it to be published as required
by lay.
SECTION 17: Filing with Building Standards Commission. The City Clerk must
file a certified copy of this Ordinance with the California Building Standards
Commission.
MCA 6 Ordinance No. 1691
2016 Building Lades
ORDINANCE NO:
INTRODUCED -
ADOPTED: TF DUCEDADP 1 ED■
EFFECTIVE:
ATTEST:
January 17, 201
Maria QuMonez, City Clerk
APPROVED AS TO FORM:
David A. Garcia, City Attorney
A
2016 Building Codes
Maria T. S ntillarn-Beal, Mayor
APPROVED AS TO CONTENT:
Alma Martinez, City Manager
7 Ordinance No. 1691
CITY OF LYNWOOD
STATE OF CALIFORNIA )
COUNTY OF LDS ANGELES )
1, Maria Quihonez, the undersigned, City Cleric of the City of Lynwood, do hereby certify
that the foregoing Ordinance was passed and adopted by the City Council of the City of
Lynwood at a regular meeting held on the 7th day of February 7, 2017, and passed by
the following rotes;
NOES:
ABSTAIN:
ABSENT
Maria Quifionez, City Clerk
CITY OF LYNWOOD )
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES )
i, Maria Quinonez, the undersigned, City Clerk of the City of Lynwood, and the Clerk of
the City Council of said City, do hereby certify that the above foregoing is a full, true and
Correct Copy of Ordinance No. 1691 is on file in my office and that said Ordinance was
adopted on the date and by the vote therein stated. mated this 7th day of February
2017.
Marra Quin"onez, City Clerk
MCA 8 Ordinance No. 2.691
2016 Building Codes
ilia
INTERNATIONAL
CODE COUNCIC
CHAPTER
2016 EDITION OF THE
LOS ANGELES REGION UNIFORM CODE PROGRAM
X%GELES
05 X%G
LAR
9",CODE
- PfvQ0
RECOMMENDED CODE AMENDMENTS TO THE
2016 EDITION OF THE CALIFORNIA BUILDING CODE,
CALIFORNIA RESIDENTIAL CODE, AND
CALIFORNIA GREEN BUILDING STANDARDS CODE
PREPARED BY:
ICC LOS ANGELES BASIN CHAPTER'S
GREEN AND SUSTAINABILITY COMMITTEE
STRUCTURAL COMMITTEE
Final Version: August 5, 201
Updated Version: August 233 2016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
PREFACE
in 1957 our founding rnernbers established one of the earliest chapters of the International Conference of
Building Officials. Today the Chapter has grown to over eighty-nine Southern California jurisdictions, plus
consulting firms and other members of the construction industry. 1CB0 merged with two other building
official organizations to create the International Code Council. The Los Angeles Basin Chapter officially
became an IDD Chapter in December 20 02.
The Los Angeles Basin Chapter has been very active throughout the years in loading an effort to create
uniformity of building codes and regulations in the greater Los Angeles region as well as addressing
policy issues of interest to building officials and the construction industry.
One such effort to promote uniformity of building regulations is through the Les Angeles Regional Uniform
Code Program "LAI UCP" . The LARUCP program began in July 1999 with the purpose of developing
uniform interpretations and handouts to serge as guidelines for building officials, contractors, engineers
and architects in the consistent application of the codes. The mission of the program was to minimize the
number of and to develop uniformity in local code amendments to the California codes for adoption by
jurisdictions in the greater Los Angeles region and beyond.
Leading the efforts to creating uniformity of building codes and regulations within the region are the
dedicated members of the Los Angeles County Building and Safety Division, City of Los Angeles
Department of Building and Safety, City of Long Beach Building and Safety Bureau, and other
jurisdictional members and partners in the greater Los Angeles region. Through the coordination of the
]CC Los Angeles Basin Chapter's Fire -Life Safety Committee, Structural Committee, Green and
Sustainability Committee, and Administration Committee, the following regulatory streamlining task to be
completed are:
1. Create uniformity of building standards node that can be adopted in most of the jurisdictions in the
greater Los Angeles region;
. Reduce the total number of local technical amendments to the model code in the greater Los Angeles
region;
. Receive a support from many, if not all, of the 89 jurisdictions in the greater Los Angeles region;
. Obtain active participation from a majority of the jurisdictions in the greater Los Angeles region in
formulating and implementing the program; and
. With construction valuation of over $5 billion in the region, conservatively assuming that the program
produces a 1% construction cost savings, achieve an estimated cost saving of 0 million per year in
the greater Los Angeles region.
Sections 13145.3, 179223 17958 and 18941.5 of the California Health and Safety Code requires than the
latest California Building Standards Codes apply to local construction 180 days after they become
effective at the State lever. The California Building Standards Commission has adopted the 2016 Edition
of the California Building Code, California Residential Code, and California Green Building Standards
Code. State Law requires that these Codes become effective at the Iocal level on January 1, 2 017.
Sections 17958.5 and 17958.7 of the California Health and Safety Code requires that local code
amendments to the California Building Standards Codes and other regulations, including but not limited
to, green building standards, be enacted only when an express finding is made that such modifications or
changes are reasonably necessary because of local climatic, geological, topographical or environmental
conditions.
2016 Edition of the California Building Code Page 2 of 118
2016 Edition of the California Residential Code Final Version: 08/05!2016
2016 Edition of the California Green Building Standards Code Updated Version: 08/2312016
2016 EDITION OF THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
The ICC Los Angeles Basin Chapter's Structural Committee and Green Building Standards Committee
are recommending that the 2016 Edition of the LARUCP Recommended mended Code Amendments contained in
this document, some of which continues amendments enacted during the previous code adoption circle,
be considered for local code adoption for the following reasons:
1. To protect the community within the greater Los Angeles region from a vast array of fault systems
capable of producing major earthquakes and/or climate systems capable of producing major winds,
fire and rain related disaster.
2. To ensure and encourage energy efficiency and sustainable practices are incorporated into building
designs and constructions.
The 2016 Edition of the LARUCP Recommended Code Amendments have been widely circulated and
discussed over the past several months with various local jurisdictional members, SEAOSC Building
Code Committee, design professionals in the construction industry, and other interested groups or
individuals. The proposed code language along with the reasons and findings are detailed in this
document for each of the recommended code amendments to the 2016 Edition of the California Building
Standards Code.
STATEMENT ON USE OF DOCUMENT
The primary purpose of the ICC Los Angeles Basin Chapter's Committees is to serge and benefit its
members. To this end, the Committees provide a forum for the exchange, consideration, and discussion
of ideas and proposals that are relevant to the construction industry and the consensus of which forms
the basis for the proposed amendments contained in this document.
By making available the recommendations in this document, the Los Angeles Basin Chapter's
Committees do not insure any jurisdiction using the information it contains against any liability arising
from that use. The Committees disclaims liability for any injurer to persons or to property, or other
damages of any nature whatsoever, whether special, indirect, consequential or compensatory, directly or
indirectly resulting from the publication, use of, or reliance on this document. The Committees makes no
guaranty or warranty as to the accuracy or completeness of any information provided herein. Any
jurisdiction using this document should rely on their own independent judgment and exercise reasonable
care in any given circumstances. Each jurisdiction adopting the proposed amendments contained in this
document should male an independent, substantiating investigation of the validity of that information for
their particular use.
ACKNOWLEDGEMENT
The ICC Los Angeles Basin Chapter would life to express its gratitude and appreciation to all the
participating committee members and correspondents that spent countless hours over the hast several
months assisting in the review, discussion, evaluation and drafting of the proposed recommended code
amendments to the 2016 Edition of the California Building Code, California Residential idential Code and
California Green Building Standards Code. Special thanks go out to the following individuals without
whose support and effort the recommendations presented herein would not be possible.
Aleia Long, County of Los Angeles Building and Safety Division
Armen Sarkisian, City of Los Angeles Building and Safety Department
Charles Fussell, VCA Code Group
Clint Lee, Counter of Los Angeles Building and Safety Division
Colin Leung, City of Glendale Building and Safety Division
Eric Lim, County of Los Angeles Building and Safety Division
Gregory Bowser, City of Long Beach Building and Safety Bureau
2016 Edition of the Califomia Building Code Page 3 of 118
2016 Edition of the California Residential Code Final Version: 061051201
2016 Edition of the Califomia Green Building Standards Code Updated Version: 0812812016
2016 EDITION of THE LOS ANGELES REGION IOI NIFORM CODE PROGRAM
James Corbin, City of Torrance Building and Safety Division
James Lai, SEA SC Seismology Committee
Jeff Li, County of Los Angeles Building and Safety DiVision
Jonathan Lam, County of Los Angeles Building and Safety Division
Joshua Hussey, County of Los Angeles Building and Safety Division
Kentaro Nishimura, County of Los Angeles Building and Safety Division
Kristin Norman, County of Los Angelos Building and Safety Division
Mehrasa Khanpour, City of Santa Monica Building and Safety Division
Miro lav Lhotsky, City of Glendale Building and Safety Division
oama Younan, City of Los Angeles Building and Safety Department
Philip Yin, City of Long Beach Building and Safety Bureau
F azmig Sharnim, County of Los Angeles Building and Safety Division
Sarkis Hairapetian, City of Glendale Building and Safety Division
Sarkis Naerian, City of Pasadena Building and Safety
Shahen Akelyan, City of Los Angeles Building and Safety Department
Torg Ilan Dorpe, SEASC Light -Frame Systems Committee
Truong Huynh, City of Long Beach Building and Safety Bureau
Victor Cuevas, City of Los Angeles Building and Safety Department
UPDATED VERSION
Whenever there is an updated version to this document, a symbol in the margins indicate where changes
have been made.
This symbol indicates that a change has been made.
2016 Edition of the Califomia Building Cade Page 4 of 118
2010 Edition of the California Residential Code Final Version: 081051201
2016 Edition of the Califomia Green Building Standards Code Updated Version: 08/2312018
2016 EDITION of THE LOS ANGELES REGION aION UNIFORM CODE PROGRAM
EXPRESS TERM LANGUAGE
LOCAL AL O EF N lENT AMENDMENTS UNDER THE BUILDING STANDARDS LAND:
Pursuant to Sections 17958.5 and 17958.7 of the California Health and Safety Code, the Building
Standards Law tabes a straightforward approach to amendments by local governments. Local code
amendments are permitted under the following conditions:
• The governing body of the local government must make express findings that amendments to the
building standard contained In California Codes of regulation Title 24 are necessary because of local
climatic, geological, topographical or environmental conditions.
• The local government amendments must provide a more restrictive building standard than that
contained in California Codes of regulation Title 24
• The amendments are not effective until copies of both the express findings and the amendments, with
the amendments expressly marked and identified as to the applicable findings, have been fled with
the California Building Standards Commission.
LEGEND FOR PROPOSING AMENDMENTS TO PROPOSED BUILDING STANDARDS:
1. Existing California amendments or code language being modified: AH such language shown in italics,
modified language is underlined or shown in st4keayt.
2. l Model code language with new Californiia amendments: Mode code language shown ire Arial 19
fonts; California amendments to the model code texts shown underlined and in italics.
. Proposed amended or adopted text: All Ianguage shown in underline.
. repealed text: All language shown in stfikeo
2016 Edition of the Califomia Building Code Page 5 of 118
2016 Edition of the Califomia Residential Code Final Version: 08105/2016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 081281201
2016 EDITION OF THE LOS ANGELES REGION ley[ UNIF RM CODE PROGRAM
TABLE OF CONTENT
TITLE/DESCRIPTION PAGE
Preface 2
Discussion 2
Statement on Use of Document 3
Acknowledgement
Express Term Language 6
Table of Content 6
PAIN 1
Summary of Recommended ommended LAI UCP Amendments to the 2016 CBC
2016 LARUCP 15-01 Amend CBC Section 1507.3.1 Deck requirements
10
2016 LARUCP 16-01 Add CBC Section 1613.5.2 Structural Separation
11
2016 LARUCP 16-02 Add CBC Section 1613.5.3 Values for Vertical Combinations
12
2016 LARUCP 16-03 Add CBC Section 1613.6.4 Wood Diaphragms
13
2016 LARUCP 16-04 Add CBC Section 16.13.6.5 i la cimum SDS Value in Determination of C,
14
and Ev
2016 LARUCP 16-06 Add CBC Section 1613.7 Seismic Design Provisions for Hillside Buildings
1
2016 LARUCP 1-06 Add CBC Section 1613.6 Suspended Ceilings
22
2016 LARUCP 17-01 Amend DBD Section 1704.6 Structural Observations
24
2016 LARUCP 17-02 Amend CBC Section 1704.6.1 Structural Observations for Seismic
2
Resistance
2016 LARUCP 17-03 Amend CBC Section 1706.3 Special Inspections for Concrete
2
Construction
2016 LARUCP 17-04 Amend CBC Section 1706.12 Special Inspections for Seismic Resistance
23
2016 LARUCP 16-01 Amend CBC Section 1667.1.4 Permanent Wood Foundation Systems
30
2016 LARUCP 1302 Amend DBD Section 1007.1.6 Prescriptive Design of Concrete and
31
Masonry Foundation Wall
2016 LARUCP 1-03 Amend CBC Section 1809.3 Stepped Footings
32
2016 LARUCP 18-04 Amend CBC Section 1309.7 and Table 1309.7 Prescriptive Footings for
33
Light Frame Construction
2016 LARUCP 16-06 Amend CBC Section 1809.12 Timber Footings
3
2016 LARUCP 1-06 Amend CBC Section 161 0.3.2.4 Timber
36
2016 LARUCP 19-01 Amend CBC Section 1906.1.7 Minimum Reinforcement
36
2016 LARUCP 19x-02 Amend CBC Section 1906,1 and Add Sections 1905.1.9 thru 19.05.1.11
33
Reinforcement
2016 LARUC 23-01 Amend CBC Section 2304.10.1 Fastener Requirements
40
2016 LARUCP 23-02 Amend CBC Section 2304.12.5 Wood Retaining Walls
41
2016 LARUCP 23-03 Amend CBC Section 2305.4 Quality of Nails
42
2016 LARUCP 23-04 Add CBC Section 2305.5 Hold -Down Connectors
43
2016 LARUCP 23-05 Amend CBC Section 2306.2 Wood -Frame Diaphragms
44
2016 LARUCP 23-06 Amend CBC Section 2306.3 Wood -Frame Shear Walls
46
2016 LARUCP 23-07 Add CBC Section 2307.2Wood-Frame Shear Walls
43
2016 LARUCP 23-08 Amend DBC Table 2308.6.1 Wall Bracing Requirements ments
49
2016 LARUCP 23-09 Amend CBC Section 2308.6.5.1 Alternative Bracing
51
2616 LAf UCP 23-10 Amend CBC Section 2366.6.6.1 Foundation Req
6
2616 LAI UCP 2 -11 Amend CBC Section 2303,6.9 Attachment of Sheathing
66
PAIN 11
57
Summary of Recommended LARUCP Amendments to the 2616 CRC
68
2016 LAI UCP -01 Amend CRC Section R3 .2 Woodframe Structures
60
2616 LAI UCP R3-02 Amend C R C Section R3 Slopes Steeper Than 3 3 %
61
2616 LARUCP 3-03 Amend GRG Section R301.2.2.2.5 .2. Building Irregularities
62
2016 Edition of the California Building Code Page 6 of 118
2016 Edition of the Califomia Residential Code Final Version: 0810512016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 061231201
2016 EDITION N OF THE LOS ANGELES REGION ION UI IFORM CODE PROGRAM
TITLE/DESCRIPTION PAGE
2016 LARUCP P 3-0 Add CRC Section R301.2.2.3.8 Anchorage of M.E.P. Components and
6
Equipment
97
2016 LARUCP -01 Amend CRC Section R401.1 Foundation Application
66
2016 LARUCP R4-02 Amend CRC Sections R403.1.2, R403.1.3.61 R403.1.5 General Footings
6
2016 LARUCP R4-03 Amend CRC Section F0.2 Wood Foundation walls
69
2016 LARUCP 6-01 Amend CIBC Section 1601.1 Application
70
2016 LARUCP R5-02 Amend CRC Section R503.2.4 Openings In Horizontal Diaphragms
71
2016 LARUCP 6-01 Amend CRC Table 1602.31 Fastener Schedule
73
2016 LARUCP i6-02 Amend CRC Table F602.32 Alternate Attachment
76
2016 LARUCP 6-03 Amend CRC Table R602.10.3(3) Bracing Requirement
76
2016 LARUCP R6-04 Amend CRC Table R.602.10.4 Intermittent Bracing Method
79
2016 LARUCP F6-06 Armand CRC Figure F602.10.6.1 Altemate Braced Wall Panel
01
2016 LARUCP R6-06 Amend CIBC Figure R602.10.6.2 Portal Frame
84
2016 LARUCP R6-07 Amend CRC Table F602.10.6 Braced Miall Panels
86
2016 LARUCP R6-08 Amend CRC Section R602.10.2.3 Minimum Number of Braced Wall
06
Panels
118
2016 LARUCP R6-09 Amend CRC Figure 1602.10.6.4 Method DS -PF
39
2016 LAUCP F6-10 Amend CFTC Section R6 06.4.4 Parapet Walls
91
2016 LARUCP 6-11 Amend DRC Section R606.12.2.2.3 Reinforcement Requirements for
92
Masonry Elements
2016 LAILICP 6-12 Arend CFTC Section F602.3.2 Single Top Plate
93
2016 LARUCP -01 Add OFC Section R.803.2.4 Openings in Horizontal Diaphragms
9
2016 LARUCP 10-01 Amend CRC Section R1001.3.1 Vertical Reinforcing
96
PAIN 111
9
Summary of recommended LARUCP Amendments to the 2016 CALGreen
97
2016 LAF UCP G 1-'16 Add CALG reen Section 101.12 Pee for Mandatory Measures
98
2616 LAI UCP G 2-16 Add CALG reen Section 161.12.1 Fee for TIER. Measures
99
2016 LARUCP 0-16 Amend CALGreen Section 202 Sustainability Definition
100
2016 LARUCP G4-16 Arend CALGreen Section 301.1 Scope
101
2016 LARUCP 06-16 Amend CALGreen Section 301.1.1 Additions & Alteration
102
2016 LARUCP C6-16 Amend CALGreen Section 6.466.3 Excavated Soil and Land Clearing
104
Debris
112
PAIN 111
106
Summary of Recommended ommended LAI UCP Amendments to the 2016 CALGreen
106
2016 LARUCP GAI-16 Amend CALG reen Section A4.1 0 .2 Meuse of Materials
107
2616 LARUCP A2-16 Amend CALGreen Section A4106.5 Cool Roof for reduction of Heat
103
Island Effect
2016 LARUCP GA3-16 Amend CALGreen Section A4.303.4 f onwater Supplied Urinals and
110
Waterless Toilets
2616 LARUCP CA -16 Amend CALGreen Section A.64.3 Building Systems
111
2616 LARUCP CA6-16 Amend CALGreen Section A4.406.1 Prefinished Building Materials
112
2016 LARUCP A6-16 Amend CALGreen Section A.4.405.4 Use of Building Materials From
113
Rapidly Renewable Sources
2016 LARUCP OA -16 Amend CALGreen Section A4.407.1 Drainage Around Foundation
114
2016 LARUCP A6-16 Amend CALGreen Section A5.106.4.1 Short Terre Bicycle Parking
116
2016 LARUCP OA9-16 Amend CALGreen Section A5.106.4.3 Changing Rooms
116
2016 LAI UCP O 10-16 Amend CALG reen Section A6.106.6.1 Reducing Parking Capacity
11
2616 LUCP GA11-'1 Amend CALGreer Section A.06.1 Choke of Materials
118
2016 Edition of the California Building Code
Page 7 of 118
2016 Edition of the Califomia Residential Code Final Version.
0810512016
2016 Edition of the GforniaG Green Building Standards Code Updated Version:
0812812010
2016 EDITION OF THE LOS ANGELES REGION UNIF R CODE PROGRAM
PART I
LARUCP RECOMMENDED CODE AMENDMENTS TO THE
2016 EDITION OF THE CALIFORNIA BUILDING CODE
2016 Edition of the Califomia Building Code Page 8 of 118
2018 Edition of the Califomia, Residential Coda Final Version: 08/0512016
2016 Edition of the California Green Building Standards Code Updated Version: 08/23/2016
2016 EDITION OF THE LOS ANGELES REGION UNIF RM CODE PROGRAM
AM
SUMMARY OF RECOMMENDED LAF CP AMENDMENTS TO THE 2016 CBC
(N) 201
LA U P
.
(E) 201
LARUCP
NO.
TITLE/DESCRIPTION
STATUS
15-01
18-01
Amend CBC Section 1507.3.1 Deck Requirements
i
16-01
16-01
Add DBD Section 1613.5.2 Structural Separation
M
1-02
16-02
Add CBC Section 1613.5.3 Values for Vertical Combinations
M
18-0
16-03
Add CBC Section 1613.6.4 Wood Diaphragms
M
16-04
Add CBC Section 1613.5.5 Maximum SDs Value in Determination of
C. and Ev
N
16-08
16-04
Add CBC Section 1613.7 Seismic Design Provisions for Hillside
Buildings
16-06
16-05
Add CBC Section 1613.8 Suspended Ceilings
ill!
17-01
17-91
Arend CBC Section 1704.6 Structural Observations
M
17-02
17-02
Amend CBC Section 1704.6.1 Structural Observations Seismic
Resistance
1111
17-03
17-03
Amend CBC Section 1785.3 Special Inspections tions for Concrete
Construction
-4
D
17-0
17-06
Amend CBC Section 1706.12 Special Inspections for Seismic
istance
Resistance
M
4W -G&
.
D
18-01
18-01
Amend CBC Section 1807.1.4 Permanent Wood Foundation System
M
18-02
18-02
Amend DBD Section 1 07.1.6 Prescriptive Design of Concrete and
Masonry Foundation Walls
!
18-03
18-03
Amend DBD Section 1809.3 Stepped Footings
M
18-04
18-04
Amend CBC Section 1809.7 and Table 1309.7 Prescriptive Footings
for Light Frame Construction
18-68
18-05
Amend CBC Section 1309.12 Timber Footings
M
18-0
18-06
Amend CBC Section 1810.3.2.4 Timber
M
4Q44
emei d C13G SeGNOR 190.4. Wa l a�of
D
19-01
19-02
Arend CBC Section 190 .1.7 Minimum Reinforcement
M
19-02
19-03
Amend CBC Section 1905.1 and Add Sections 1905.1.9 thru
19.06.1.11 Reinforcement
23-01
23-01
Amend CBC Section 230 .10.1 Fastener Requirement
1111
23-02
23-02
Amend CBC Section 230 .12.5 Wood Retaining Walls
M
3-03
23-03
Add DBD Section 2385.4 Quality of Nails
3-0
23-04
Add CBC Section 2305.5 Hold-down Connectors
F
23-06
23-05
Amend DBD Section 2306.2Wood-Frame Diaphragms
23-0
23-06
Amend DBD Section 2306.3 Wood -Frame Shear Wal Is
M
23-07
23-06
Add CBC Section 2307.2 Wood -Frame Shear Walls
M
23-0
23-09
Amend CBC Table 2308.6.1 Wall Bracing Requirements
23-0
23-08
Amend CBC Sections 2308.6.5, Figure 2308.6.6.1 and Figure
2308.6.8.2 Alternative Bracing
M
23-10
23-07
Amend CBC Section 2308.6.8.1 Foundation Requirements
1 1
23-11
3-10
Amend CBC Section 2308.6.0 Attachment of Sheathing
Illi
FOOTNOTE:
1. R = Retain and update existing amendment, M = Modify existing amendment, D = Delete existing 2013 LARUCP amendment,
= New amendment proposed.
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IAM
2016 LA UCP 15-01. Section 1507.3.1 of the 2916 Edition of the California Building Code is amended to
read as follows:
1 0 . .'1 Deck requirements. Concrete and clay the shall be installed only over solid sheathing nr
structural sheathing boards.
: iviFolZF.11q=F
Section 1597.3.' is amended to require concrete and clay tiles to be installed only over solid structural
sheathing boards. The change is necessary because there were numerous observations of the roofs
pulling away from wood framed buildings following the 1994 I orthdd a Earthquake. The EADB /LA
City Pest Northridge Earthquake committee findings indicated significant problems with the reefs was due
to inadequate design and/or construction. Therefore, the amendment is needed to minimize such
occurrences in the event of future significant earthquakes.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited • to the 1994 Northddge Earthquake, the 1987 whittler
Marrows Earthquake, the 1971 San Fernando Earthquake and the 1933 Long Beach Earthquake. This
amendment will reduce the failure of concrete and clay tile roofs during a significant earthquake and is in
accordance with the scope and objectives of the California Building Code.
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2016 LARUCP 16-01. Section 1613.5.2 is added to Chapter 16 of the 2016 Edition of the California
Building Code to read as follows -
1613.5.2
ollows:
161 .5. Structural Separation. Modify ACE 7 Section 12.12.3 Equation 12.12-1 as follows:
= C d9max(1.1-1)
RATIONALE:
The inclusion of the importance factor in this equation has the unintended consequence of reducing the
minimum seismic separation distance for important facilities such as hospitals, schools, police and fire
stations from adjoining structures. The proposal to omit the importance factor from Equation 12.12-1 will
ensure that a safe seismic separation distance is provided. This proposed amendment is a continuation of
an amendment adopted during previous code adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast arra} of fault systems capable of producing
major earthquakes, including but not limited to the 1934 Northridge Earthquake, the 1967 Whittier
Narrows Earthquake, the 1971 San Fernando Earthquake and the 1933 Long Beach Earthquake. The
proposed modification to omit the importance factor in the equation ensures that a safe seismic
separation distance is maintained for important facilities from adjoining structures 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 Code.
2016 Edition of the Califomia Building Code Pagel 1 of 118
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2015 LA LI P 16-02. Section 1613.5.3 is added to Chapter 16 of the 2016 Edition of the California
Building Code to read as follows:
1613.5.3 Values for Vertical Combinations. Modify ASCE 7 Section 12.2.3.1 Exception 3 as follows:
. Detached one- and two-family dwellings up to two stories in hof light frame construction.
RATIONALE:
Observed damages to one and two family dwellings of light frame construction after the Northridge
Earthquake may have been partially attributed to vertical irregularities common to this type of occupancy
and construction. In an effort to improve quality of construction and incorporate lesson learned from
studies after the f orthddge Earthquake, the proposed modification to ASCE -10 Section 12.2.3.1
Exception 3 by limiting the number of stories and height of the structure to two stories will significantly
minimize the impact of vertical irregularities and concentration of inelastic behavior from mixed structural
systems. This proposed amendment is a continuation of an amendment adopted during previous code
adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the 1994 Northddge Earthquake. The proposed
modification to limit mixed structural system to two stones Is intended to improve quality of construction by
reducing potential damages that may result from vertical irregularities of the structural system in buildings
subject to high seismic load 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 Code.
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2016 LARUCP 16-03. Section 1 13.5.4 is added to Chapter 16 of the 2016 Edition of the California
Building Code to read as follows:
1 13.6.4 Wood Diaphragms. Modify ASCE 7 Section 12.11.2.2.3 as follows
12.11.2.2.3 Wood Diaphragms. In wood diaphragms, the continuous ties shall be in addition to the
diaphragm sheathing. Anchorage shall not be accomplished by use of toe nails or rails subject to
withdrawal nor shall wood lodgers or framing be used in cross -grain bending or cross -grain tension.
The diaphragm sheathing stall not be considered effective as providing ties or struts required by this
section.
For structures assigned to Seismic Design Category D, E or F, wood diaphragms supporting
concrete or mason ry walls s ha 11 corn p ly with the fol Iowin
1. The siaa ing of continuous ties shall net exceed 40 feet. Added chords of diaphragms rriay b
used to form subdiaphragms to transmit the anchorage fames to the main continuous crosties.
2. The maximum diaphragm shear used to determine the depth of the subdiaphragm shall not
exceed 75% of the maximum diaphragm shear.
RATIONALE:
A joint Structural Engineers Association of Southern California SEA, Los Angeles Counter and Los
Angeles City Task Farce investigated the performance of concrete and masonry construction with flexible
good diaphragm failures after the Northridge earthquake. It was concluded at that time that continuous
ties are needed at specified spacing to control cross grain tension in the interior of the diaphragm.
Additionally, there was a need to limit subdiaphragrn allowable shear loads to control combined
orthogonal stresses within the diaphragm. Recognizing the importance and need to continue the
recommendation made by the task force while taking into consideration the improve performances and
standards for diaphragm construction today, this proposal increases the continuous tie spacing limit to 40
ft in lieu of 25 ft and to use 75% of the allowable code diaphragm shear to determine the depth of the sub -
diaphragm in lieu of the 300 plf and is deemed appropriate and acceptable. Due to the frequency of this
type of failure during the past significant earthquakes, various jurisdictions within the Los Angeles region
have taken this additional step to prevent roof or floor diaphragms from pulling away from concrete or
masonry walls. This proposed amendment is a continuation of an amendment adopted during previous
code adoption circles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the 1994 Northridge Earthquake. The proposed
modification to require special anchorage of the diaphragm to the wall and limit the allowable shear will
address special needs for concrete and masonry construction with flexible wood diaphragm 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 Code.
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2016 LA U P 16-04. Section 1613.5.5 is added to Chapter 16 of the 2016 Edition of the California
Building Code to read as follows:
1613.5.5 Maximum Sr)s Value in Detenninati n of C. and E, Modify ASCE 7 Section 12.8.1.3 as
follows:
■1 ' ! �[ ! lilt v i rrti � � rrr ` V21,60 ire r1pt rrirt i n 2 i r R Gf
gS.
the a sa _ r; efi n ori_ i r -i rsr+#kan '1 1 .2 -and _W.h a r -w a ri rtd T of fi 5 6 Gr I OM S f' iS r�nrrt-i i##ed to be
evaluated u5n.i.m.n, the larger of efthiar 2 rn 121 tr, 4 5 Gr RCI neFGeRt ref #etayait to of
% t. 4i
r-w R 11 -4 112.8.1.3 Maximum Sos Value in Determination of C, and E,,. The value of C. and E„ are permitted
to be calculated using a value of Bir, equal to 1,0 but not less than 70% of SQs as defined in Section
11.4.4, provided that a I I of the fol lowiing criteria are mat:, �.
1. The structure does not have irregularities, as defined in Section 12.x.2;
. The structure does not exceed five stories above the lower of the base or grade plane a
defined in Section 11.2, and, where present, each mezzanine level shall be considered a
story for the purpose of this limits .
. The structure hes a fundamental period, T, that does not exceed 0.5 seconds, as determined
using Section 12.8.2 - - - -
. The structure meets the reg uirem ents necessary for the redundancy factor, p, to be permitted
to be taken as 1.0, in accordance with Section 12.3.4.2;
. The site soil properties are not classified as Site Classes E or F, as defined in Section 11.4.2-,
and
6. The structure 1s classified as Disk Category 1 or 11, as defined in Section 1.5.1.
RATIONALE:
ALE:
Amendment in the California Building Code is made to be consistent with ASCE 7-16, and is further
amended herein to be consistent with ASCE 7-16 Bupplementl. The modification is necessary to avoid
misinterpretation on the intent of the five story limit for which the SDs cap is applicable where there is
flexible structure above a rigid podium base. The addition of "&grade plane" clarifies the intent that the
base is measured from the lowest structure in those instances where there is a vertical combination of
two systems. Many of such combinations of systems will not satisfy exclusion 1, in which the structure
must meet the definition of "regular" Based on ASCE 7 Section 12.3.2. This modification provides safe
design requirements in the selection of building period to calculate seismic base shear in building design
accounting for dynamic story mass distribution throughout the inelastic range of ground motion. This
amendment does not prevent designing of fire levels of light frame wood construction on top of a
concrete podium by using the calculated SDs without the 70% cap.
Local Geological Conditions — The greater Los Angeles region is a densely populated area 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. Currently mezzanines do not
have to be considered as a floor level for Heights and Areas limits of Chapter 5 of the 113C. When applying
the story height allowing Sas to be equal to 1.0, but not less than 0% of calculated 8D , the five story
height limitation needs to consider mezzanines as individual floor levels due to added mass, overturning
forces and variation in shear wall stiffness at the mezzanine floor levels, and therefore needs to be
incorporated into the code to assure that new buildings and additions to existing buildings are designed
and constructed in accordance with the scope and objectives of the California Building Code.
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201 L RUCP 16-05. Section 1613.7 is added to Chapter 16 of the 2016 Edition of the California
Building Code to read as follows:
1613.7 Seismic Design Provisions for Hillside Buildings.
1613.7.1 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 regulation
establish minimum standards for seismic force resistance to reduce the risk of injury or loss of life in
the event of earthquakes.,
1613.7.2 Scope. The provisions of this section shall apply to the design of the lateral -force -resisting
system for hillside buildings at and below the base level diaphragm. The design of the lateral-force-
resistinq 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.
1613.7.3 D efi n itio n s. For the purposes of this section certain terms are defined as follows:
BASE LEVEL DIAPHRAGM M is the floor at, or _closest to., the top of the highest level of the
foundation.
DIAPHRAGM ANCHORS are assemblies that connect a diaphragm to the ad'lacent foundation at
the uphill diaphragm edge.
DOWNHILL DIRECTION is the desc ndbg direction of the slope approximately perpendicular to
the slope contours.
FOUNDATION is concrete or masonry which sunports a building, including footings, stem walls
re_tainingalls, 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 Y ANCHORS are diaphragm anchors designed for and providing a direct connection as
described in Sections 1613.7.6 and 1613.7.7.3 between the diaphracim and the uphill foundation.
SECONDARY Y ANCHORS are diaphragm anchors designed for and providing a redundant
diaphragm to foundation connection, as described in Sections 1613.7.6 and 1613.7.7.4..
UPHILL DIAPHRAGM EDGE is the ed - e of the diaphragm adjacent and closest to the hi he
ground level at the perimeter of the diaphragm.
UPHILL FOUNDATION is the foundation parallel and closest to the uphill diaphragm edges:
1613.7.4 Analysis and Design.
1613.7.4.1 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 -
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prescribed wind design produces greater effects, the wind design shall govern, but detailin
requirements and limitations prescribed in this and referenced sections shall be followed.
1613.7.4.2 Base Level Diaphragm -Downhill Direction. The following provisions shall appy to
the seismic analysis and design of the connections for the base level diaphragm in the downhill
direction.
1613.7.4.2.1 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.
1613.7.4.2.2 Base shear. In developing the base shear for seismic design, the response
modification coefficient (R) shall not exceed 5 for bearing rwrall and building frame systems.,
The total base shear shall include the forces tributary to the base level diaphragm induding.
forces from the base level diaphragm.
r
1613.7.5 Base Shear Resistance -Primary Anchors.
1613.7.5.1 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.
1613.7.6.2 Location of Primary Anchors. A primary anchor and diaphragm strut shall be
provided in line with each foundation extending in the downhill direction. Prima anchors and
diaphragm struts shall also be provided where interior vertical lateral -force -resisting elements
occur above and in contact with the base level die hra m. The spacing of primary anchors and
diaphragm struts or collectors shall in no case exceed 30 feet (9144 mm
1613.7.5.3 Design of Primary Anchors and Diaphragm Struts. Primary anchors and
diaphragm struts shall be designed in accordance with the requirements of Section 1613.7.8.
1613.7.5.4 Limitations. The following lateral -force -resisting elements shall not be desi ned to
resist seismic forces below the base level diaphragm in the downhill direction:
1. hood structural panel wall sheathings
2. Cement plaster and 1ath1
3. Gypsum wallboard, and
4. Tension only braced frames.
Braced frames designed in accordance with the requirements of Section 2205.2.1.2 many be
used to transfer forces from the primer anchors and diaphragm struts to the foundation
provided lateral farces do not induce flexural stresses in any member of the frame or in the
die hra m struts. Deflections of fames shall account for the variation in sloe of dia onal
members when the frame is not rectae ug lar. .
1 613.7.6 Base Shear Fsistance-Secondary Anchors.
1613.7.6.1 General. In addition to the ionmar anchors. required by Section 1613.7.5, the base
shear in the downhill direction shall be resisted through secondary anchors in the uphill
foundation connected to diaphragrrt struts in the base level diaphragm.
Exception: Secondary anchors are not required where foundations extending in the downhill
di rection sp aced at not more than 3g feet 9144 mm on center extend up to and are direct)
connected to the base level diaphragm for at least 0% of the diaphragm depth.
1613.7.6.2 Secondary Anchor Ca2acity and spacing. Secondary anchors at the base level
diaphrac
im small be designed for a minimum force a ual to the base shear, includinq forces
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tributary to the base level diaphragm, but not less than 688 pounds per lineal foot 8.76 kN1
basad on Allowable Stress Design (ASD) levels. The secondary anchors shall be uniforrr�lr
distributed along the uphill diaphraa M edAe and shall be spaced a ma imum of 4 feat (121 mm)
on center.
1613.7.6.3 Design. Secondary anchors and diaphragm struts shall be designed in accordance
with Section 1613.7.8.
1613.7.7 Diaphraqms 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,
1613.7.7.1 Diaphra_qm Defined. Every floor level below the base level diaphragm shall b
designed as a diaphragm.
1613.7.7.2 Design Force, Each diaphragm below the base level diaphragm shall be designed for
■ r
all tributary loads at that level using a minimum seismic force factor not less than the base shear
coefficient.
161 .7.7.3 DesLqn Force Resistance -Primary Anchors. The desi n force described in Section
1613.7.7.2 shall be resisted throughiorima[y anchors from diaphragm struts provided in. each
die hra m to the foundation. Primary anchors shall be provided and designed in accordance with
the requirements and limitations of Section 1613,7.8.
1613.7.7.4 Design Force Resistance -Secondary Anchors.
1613.7.7.4.1 General. In addition to the Primary anchors required in Section 1613.7.7.3 the
design ford in the downhill direction shall be resisted through secondary anchors to 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 38 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 diaphracim dei3th.
1613■7.7.4.2 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 383younds per lineal foot (4.38 kN/m) based on Allowable Stress Desi
ASD levels. The sec nda anchors shall be uniformly distributed along the uphill
diaphragm edge and shall be spaced a.maximum of 4 feet (121 mm) on center.
1613.7.7.4.3 Design. Secondary anchors and diia hra m struts shall be designed in
accordance with Sec#ion 16 13.7.8.
„1613.7.8 Primary and Secondary Anchorage and Diaphragm Strut_ Design. Primary and
secondary anchors and diaphragm struts shall be designed in accordance with the following
prolusions:
1. Fasteners. All bolted fasteners used to develop connections to wood members shall be
royided with sguare 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. Nuts shall be
ti cihtened to fin er fiq ht v Ius one half 1/2 wrench turn Prior to coveri ng the framin .
2. Fastening. The diaphragm to foundation anchorage shall not be accomplished by the use of
toenailing,nails subject to withdrawal or wood in cross; rain bending or cross -grain tension.
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3. Size of Wood Members. hood 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 reguired per Item 9.
. Design._ Primary and secondary _anchorage, including diaphragm struts, splices, and
collectors shall be designed for 125% of the tributary force.
. Allowable Stress Increase. The one-third allowable stress increase permitted under Section
1005.3.2 shall not be taken when the working (allowable)stress design method is used.
0. Steel Element of Structural Wall Anchora-oyster . The strength design forces for steel
elements of the structural wall anchorage a 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 fuller
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.,
. Secondary Anchors. The load hath for secondary anchors and diaphragm struts shall be fully
developed in the die hra m but need not be developed beyond the connection to the
foundation.
9. Sym -met . 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. Hood ledgers shall not be used to resist cross -grain bending or cross -grain '
tension.
1 13.7.9 Lateral-Force-Resistinci Elements Normal to the Downhill Direction.
1613.7.9.1 General. In the direction normal to the downhill direction. lateral -force -re istin
elements shall be designed in accordance with the requirements of this section.
1613.7.9.2 Base Shear. In developing the base shear for seismic design, the response
modification coefficient shall not exceed 5 for bearinq wall and building frames stems.
1613.7.9.3 Vertical Distribution of Seismic Forces. For seismic forces acting normal to the
downhill direction the distribution of seismic forces over the hei ht of the buildinq usinq Section
12.8.3 of ASCE 7 shall be determined using the hei Int measured from the top of the lowest level
of the buRding foundation.
1613.7.9.4 Drift Limitations. The story drift below the base level diaphragm shall not exceed
0.007 times the stoU 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 hei_qht
or the he'rqht from the base level diaphragm to the toga of the foundation varies because of a
stepped footinq 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 diwhraam stiffness.
1613.7.9.5 Distribution of Lateral Forces.
1613.7.9.5.1 General. The design lateral force shall be distributed to lateral-force-resistin
elements of varying heights in accordance with the stiffness of each individual element.
1613.7-9.5.2 Flood structural Panel Sheathed Walls. . The stiffness of a stepped wood
structural panel shear gall may be determined by dividing the wall into adjacent rectae alar
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elements subject to the same top of wall deflection. Deflections of shear walls m ay be
estimated by Al C SDPWS Section 4.3.2. 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 13 mm).
1613.7.9.5.3 F einforced Concrete or MasonEy shear balls. Reinforced concrete or
masonry shear walls shall have forces distributed in proportion to the rigidity of each section
of the wall.
1613.7.9.6 Limitations. The following lateral force-resisfing-elements force-resisting-elementsshall not be designed to
resist lateral forces below the base level diaphragm in the direction normal to the downhill
direction:
1. Cement plaster and cath
2. Gypsum wallboard, and
3. Tension -only braced frames..
Braced frames designed in accordance with the remirements of Section 2235.2.1.2 of this
Code may be designed as lateral-force-rsisting 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 die-gonal members
when the frame is not rectangular.
1 6'13.7.1 0 specific Design Provisions.
1613.7.10.1 Footings and Grade Beams. All footings and grade beams shall comply with the
following;
1. Grade beams skull extend at least 12 inches 305 mm below the lowest adjacent grade
and provide a minimum 24 inch (1 o m) distance horizontall 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 1o. 4 reinforcing bars at the to
and two No. 4 reinforcing bars at the bottom.
3. All main footing and grade beam reinforcement steel shall be bent into the intersetinq
footing and fully developed around each corner and intersection.
. All concrete stem walls shall extend from the foundation and reinforced as required for
concrete or masonrV walls.
1613.7.10.2 Protection Against Decay and Termites. All wood to earth separation shall comply
with the followloT.
1. Where a footing or grade beam extends across a descending slope, the stern wall, grade
beam, or footing shall extend up to a minimum 18 inches (457 m) above the highest
adjacent grade.
Exception: At paved garage and doorway entrances to the building, the stun wall
need only extend to the finished concrete slab, provided the good framing i
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 adiacent grade are prohibited. Galvanized steel ledgers and anchor bolts,
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with or without wood nailers, or treated or decay resistant sill plates supported on a
concrete or masonry seat, may be used.
1613.7.10.3 sill Plates. All sill plates and anchorage shall comply with the folio
1. All woad framed walls, including nonbearing walls-, when restin_, on a footing,foundation,
or grade beam stern wall, shall be supported on wood sill plates bearing on a level
surface.
. Power -driven fasteners shall not be used to anchor sill plates except at interior
nonbearing galls not designed as shear walls.
1613.7.10.4 Column Base Plate Anchoragge. The base of isolated wood posts (not framed into a
stud wall) supporting a vertical load of 4,000 pounds (17.8 kN) based ort Allowable Stress Design
ASD level s or more and the base P late for a steel column shall com p ly with the fol lowin
1. When the ost or column is supported on a pedestal extending above the top of a footin
or grade beam, the pedestal shall be designed and reinforced as required for concrete or
masonrV columns. The pedestal shall be reinforced with a minimum of four No. 4 bars
e tendinci 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 baser and the vertical
reinforcing bars for the pedestal, shall be confined with two No. 4 or three No. 3 ties
within the ton 5 inches 127 m of the concrete or masonpedestal. 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.
1613.7.10.5 Steel Beam to Column supports. All steel beam to column supports shall b
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 518 inch
.9 mrnn diameter machine bolts.
RATIONALE:
Due to the difficulty of fire suppression vehicles accessing winding and narrow hillside properties and the
probabilities for future earthquakes in the Los Angeles region* this technical amendment is required to
address the special needs for buildings constructed on hillside locations. A joint Structural Engineers
Association of Southern California EAC and both the Los Angeles County and Los Angeles City
Task Force investigated the performance of hillside building failures after the Northridge earthquake.
Numerous hillside failures resulted in loss of life and millions of dollars in damage. These criteria were
developed to minimize the damage to these structures and have been in use by both the City and County
of Los Angeles for several years with much success. This proposed amendment is a continuation of an
amendment adopted during previous code adoption circles.
FINDINGS:
Local Topographical and Geological Conditions — The greater Los Angeles region is a densely populated
area having buildings and structures constructed over and near a vast array of fault systems capable of
producing major earthquakes, including but not limited to the recent 1994 Northridge Earthquake.
Additionally, the topography within the Los Angeles region includes significant hillsides with narrow and
winding access that makes timely response by fire suppression vehicles challenging and difficult. The
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proposed modification establishes design parameters to better mitigate and limit property damage that
are the results of increased seismic forces which are imparted upon hillside buildings and structures 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 Code.
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2016 L.ARU P 16-06. Section 1613.8 is added to Chapter 16 of the 2016 Edition of the California
Building Code to read as follows:
1613.8 suspended Ceilings. illlinimum design and installation standards for susppnded ceilings shall b
determined in accordance with the requirements of Section 2506.2.1 of this Code and this section.
1613.8.1 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.
1613.8.2 General. The suspended ceilings and lighting systems shall be limited to 6 feet (1828 mm)
below the structural deck unless the lateral bracing is designedg by a licensed en ineer or architect.
1613.6.3 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 veiling tile. Sprinkler heads and other penetrations
shall have a 2 inch (0mm) oversize ring, sleeve, or adapter through the ceiling tile to allow for free
movement of at least 1 inch ( mm) 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 b
provided at the top of the sprinkler head extension.
Sprinkler heads penetrating fire -resistance -rated floor/ceiling or roof/ceiling assemblies shall comnlll
with lection 714 of this bode,
' 6"13.8.4 syecia[ F eguirements for Means of Egress. Suspended ceiling assemblies located along
means of egress serving an occupant load of 30 or mere shall comply with the following provisions.
1613.8.4.1 General. Ceiling suspension systems_ shall be connected and braced with vertical
hangers attached directly to the structural deck along the means of egress serving 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.
1613.8.4.2_ Assembly Device. All lay -in panels shall be secured to the .suspension ceiling
assembly with two hold-down clips minimum for each the within a -foot X1219 mm) radius of the
exit lights and exit signs. --
1613.8.4.3 Emer-gency Systems. Independent supports and braces shall be provided for light
fixtures required for exit illumination. Power supiply for exit illumination shall comply with the
requirements of Section 1008.3 of this Code.
1613.0.4.4 Supports for Appendacl . Separate support from the structural deck shall be
provided for all appendages such as light fixtures, air diffusers, exit suns, and similar elements.
RATIONALE:
The California Building Code has little to no information regarding the safe design and construction
requirements for ceiling suspension systems subject to seismic loads. It is through the experience of prior
earthquakes, such as the Northridge Earthquake, that this amendment is proposed so as to minimize the
amount of bodily and building damage within the spaces in which this type of ceiling will be installed. This
proposed amendment complements ASCE -10 Chapter 13 Section 13.5.6.2.2 and the cited reference to
ASTM E580. The amended requirements retained herein are a continuation of portions of an amendment
adopted during the previous code adoption cycles.
FINDINGS:
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!,local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings constructed over and near a vast array of fault systems capable of producing major
earthquakes, including but not limited to the 119,94 Northridge Earthquake. The proposed modification
requiring safe design and construction requirements for coiling suspension systems to resist seismic
loads is intended to minimize the amount of damage within a building and therefore meed to be
incorporated into the code to assure that new buildings and additions to exciting buildings aro designed
and constructed in accordance with the scope and objectives of the California Building Code.
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2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROG RAM
2016 L RUCP 17-01. Section 1704.6 of the 2616 Edition of the California Building Code is amended to
read as follows:
1704.6 Structural Observations. Where required by the provisions of Section 1704.6.1 or 1704.6.2, the
owner or the owner's authorized agent shall employ a Fefgks eFed desfn,n Pref s i na -structural observer
to perform structural observations. Structural observation does not 'include or waive the responsibility for
the i n sio ections in Section I 10 or the special ins e ctions in Section 170 5 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 reitered design rofessional responsible for
the structural dein
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.
tR
a
i the best of the have net beei'l FeselVed.a
The owner or owner's authorized agent shall coordinate and calla preconstruction meetinq 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 maior
structural elements and connections that affect the _vertical and lateral load resisting systems of the
structure and to review scheduling of the reguired 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 anent 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.
RATIONALE:
The language in Section 1704.6 of the California Building Code permits the owner to employ any
registered design professional to perforin structural observations with minimum guideline. However, it is
important to recognize that the registered design professional responsible for the structural design has
thorough knowledge of the building he/she designed. By requiring the registered design professional
responsible for the structural design or their deli nee who were involved with the design to observe the
construction, the quality of the observation for major structural elements and connections that affect the
vertical and lateral load resisting systems of the structure will greatly be increased. Additional
requirements are provided to help clarify the role and duties of the structural observer and the method of
reporting and correcting observed deficiencies to the building official. This proposed amendment is a
continuation of an amendment adopted during previous code adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a denser populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the 1094 Northridge Earthquake. The proposed
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2016 EDITION OF THE LOS ANGELES E ION UNIFORM CODE PROGRAM
modification to require the registered design professional in responsible charge for the structural design to
observe the construction will help ensure acceptable standards of workmanship is provided and to
improve the quality of the observation and therefore reed 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 Code.
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2016 LARD P 17-02. Section 1704.6.1 of the 2016 Edition of the Californian Building Code is amended to
read as follows:
1704.6.1 structural observations for seismic resistance. Structural observations shall be provided for
those structures assigned to Seismic Design Category D, E or F, where one or more of the following
conditions exist:
1. The structure is classified as Fisk Category III or IV in accordance with Table 1604.5.
2. The height of the structure is greater than 76 feet (22860 m) above the base.
3. The structure ' , 's classified as Fisk Category l or [I in
accordance with Table '1604.5, and * , g ter thall tWG StGFieS GR8 steFies ahnue nr n����
lateral design is rewired for the structure or portion thereof.
Exception: One-story wood framed Group R-3 and Group U Occupancies less than 2
square feet in area, provided the adiacent grade is not steeper than 1 unit vertical in 10 units
horizontal 10% stop ed as sig n e d to Seismic D es ig n Categ ory D. - --
. When so designated by the registered design professional responsible for the structural design.
. When such observation is specifically required by the building official.
RATIONALE:
With the higher seismic demand placed on buildings and structures in this region, the language in Section
1704.6.1 of the California Building Code would permit many low-rise buildings and structures with
complex structural elements to be constructed without the benefit of a structural observation. By requiring
a registered design professional to observe the construction, the quality of the observation for major
structural elements and connections that affect the vertical and lateral load resisting systems of the
structure will greatly be increased. An exception is provided to permit simple structures and buildings to
be excluded. This proposed amendment is a continuation of ars amendment adopted during previous
code adoption cycles.
a[ZI101I►FC13
Local Geological Conditions The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the 1994 Northridge a Earthquake. The proposed
modification to require the registered design professional in responsible charge for the structural design to
observe the construction will help ensure acceptable standards of workmanship is provided and to
improve the quality of the observation 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 Code.
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2016 LARLI P 17-03. Section 1705.3 of the 2016 Edition of the California Building Code is amended to
read as follows:
1705.3 Concrete Construction. The 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 lass above grade plane that are
fully supported on earth or rock,where the structural des!-qn of the footing is based on a specified
compressive strength, fc, no greater than 2,500 pounds per square inch si (17.2 M a
regardless of the compressive strennth specified in the construction documents or used in the
footing construction.
. 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;
.. The footings are designed in accordance with Table 1309.7; or
.3. The structural design of the footing is based on a specified compressive strength, f c, no
greater than 2,666 pounds per square inch (psi) (17.2 Mpa , regardless of the compressive
strength specified in the construction documents or used in the footing construction.
3. Nonstructural concrete slabs supported directly on the ground, including prestressed slabs on
grade, where the effective prestress in the concrete is less than 160 psi (1,03 l 1pa).
4. Concrete patios, driveways and sidewalks, on grade.
ff +1%1Is] I!Fs1 W:A
Results from studies after the 1004 Northridge Earthquake indicated that a lot of the damage was
attributed to a lack of quality control during construction resulting in poor performance of the building or
structure. Therefore, the proposed amendment requires special inspection for concrete with
compressive strength greater than 2,600 pounds per square inch. This proposed amendment is a
continuation of an amendment adopted during previous coda adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a denser populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the 1994 Northridge Earthquake. The proposed
modification to require special inspection for concrete with a compressive strength greater than 2,500 psi
to improve quality of control during construction 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 Code.
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2016 EDITION OF THE LOS ANGELES REGION IO UNIFORM CODE PROGRAM
2016 LARD P 17-04. Exception 3 of Section 1705.12 of the 2016 Edition of the California Building Code
is amended to read as follows:
1705.12 Special inspections for seismic resistance. Special inspections for seismic resistance shall be
required as specified in Sections 1 05.12.1 through 1705.12.9, unless exempted by the exceptions of
Section 1704.2.
Exception: The special inspections specified in Sections 1705.12.1 through 1705.12.9 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, Soy, ars determined in Section 1613.3.4, does not exceed 0.5; and the
building height of the structure does not exceed 35 feet 10 668 m
. The seismic force -resisting system of the structure consists of reinforced masonry or
reinforced concrete; the design spectral response acceleration at short periods, SMS, as
determined in Section 1613.3.4, 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 :
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.
RATIONALE:
In Southern California, very few detached one- or two-family dwellings not exceeding two stories above
grade plane are built as J6box-typen structures, especially those in hillside areas and near the oceanfront.
Many steel moment frames or braced frames and/or cantilevered columns within buildings can still be
shown as Alregular" structures by calculations. With the higher seismic demand placed on buildings and
structures in this region, the language in Section 1705.12 Exception 3 of the California Building Code
would permit malty detached one- or two-family dwellings not exceeding two stories above grade plane
with complex structural elements to be constructed without the benefit of special inspections. By requiring
special inspections, the quality of major structural elements and connections that affect the vertical and
lateral load resisting systems of the structure will greatly be increased. The exception should only be
allowed for detached one- or two-family dwellings not exceeding two stories above grade plane assigned
to Seismic Design category A, E and C.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the 1994 Northridge Earthquake. The proposed
modification to require special inspections for detached one- or two-family dwellings not exceeding two
stories above grade plane assigned to Seismic Design Category D, E and F will help ensure that
acceptable standards of workmanship and quality of construction are provided and therefore needs to b
incorporated into the code to assure that new buildings and structures and additions or alterations to
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existing buildings or structures are designed and constructed in accordance with the scope and objectives
of the California Building Code.
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2016 EDITION of THE LOS ANGELES REGION ION U IF RM CODE PROGRAM
201 L RU P 18-01. Section 1607.1.4 of tete 2016 Edition of the California Building Code is amended to
road as follows:
1807.1.4 Permanent wood foundation systems. Permanent wood foundation systems shall be
designed and installed in accordance with AWC PWF. Lumber and plywood shall be treated in
accordance with A VPA U1 Commodity Specification A' Use Category 413 and Section .2 and shall be
identified in accordance with Section 2303.1.9.1. Permanent wood foundation systems shall not be used
for structures assigned to Seismic Design Category Dt E or F.
RATIONALE:
No substantiating data has been provided to show that wood foundation systems are effective in
supporting buildings and structures during a seismic event while being subject to deterioration caused by
the combined detrimental effects of constant moisture in the soil and wood -destroying organisms. Wood
foundation systems net properly treated and protected against deterioration, have performed gory poorly
and have led to slope failures. Most contractors are typically accustomed to construction in dry and
temperate weather in the Southern California region and are not generally familiar with the necessary
precautions and treatment of wood that rakes it suitable for both seismic events and wet applications.
The proposed amendment tales the precautionary steps to reduce or eliminate potential problems that
may result in using wood foundation systems that experience relatively rapid decay due to the fact that
the region does not experience temperatures cold enough to destroy or retard the growth and proliferation
of wood -destroying organisms. This proposed amendment is a continuation of an amendment adopted
during previous code adoption cycles.
FINDINGS:
Local Climatic and Geological Conditions — The greater Los Angeles region is a densely populated area
having buildings and structures constructed over and near a vast array of fault systems capable of
producing major earthquakes, including but not limited to the 1994 Northridge Earthquake. In addition, the
region is 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 EI Nino or La Nina) subtropical -like
weather. This region is especially susceptible to more active termite and wood attacking insects and
microorganisms. The proposed modification to prohibit the use of wood foundation systems as well as
limit prescriptive design provisions in an effort to mitigate potential problems or deficiencies due to the
proliferation of good -destroying organisms and therefore needs 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 Code.
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RAM
2016 L RUCP 18-02. Section 1807.1.6 of the 2016 Edition of the California Building Code is amended to
read as follows:
1807.1.6 Prescriptive design of concrete and masonry foundation walla. 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 desi n of foundation galls shall not be used for
structures assigned to Seismic Desi n Category Dt E or F.
RATIONALE:
With the higher seismic demand placed on buildings and structures in this region, it is deemed necessary
to take precautionary steps to reduce or eliminate potential problems that may result by following
prescriptive design provisions that does not take into consideration the surrounding environment. Plain
concrete performs poorly in withstanding the cyclic farces resulting from seismic events. In addition, no
substantiating data has been provided to show that under -reinforced foundation walls are effective in
resisting seismic loads and may potentially lead to a higher risk of failure. It is important that the benefit
and expertise of a registered design professional be obtained to properly analyze the structure and take
these issues into consideration. This proposed amendment is a continuation of an amendment adopted
during previous code adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the 1994 Northridge Earthquake. The proposed
modification to prohibit prescriptive design provisions for foundation walls as plain concrete have
performed poorly in withstanding the cyclic forces resulting from seismic events and to require the galls to
be designed by a registered design professional to ensure that the proper analis of the structure tabes
into account the surrounding condition 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 vAth the scope and objectives of the California Building Code.
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2016 LARUCP 18-03. Section 1609.3 of the 2016 Edition 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 1 0 -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 orae unit vortical in 10 units horizontal I0 -percent
slope).
For structures assigned to Seismic Design Category D E or F the steppinq requirement shall also
apply to the top surface of grade beams supporting walls._ Footings shall be reinforced with four No.
bars. Two bars shall be place at the top and bottom of the footings as shown in Figure 1609.3.,
Rflft; a > b
b"o*
WN. . -A RERAR (TOP & RM
,..... ONI PLATE f nT.
•,,
i # MOE
..
2�r �� r.....................
. ............ .--
MEMO 4111 M
lilt
Ila 1141
] I L=
=.1
l
l« [if
FIGURE 1809.3
STEPPED FOOTING
RATIONALE:
With the higher seismic demand placed on buildings and structures in this region, precautionary steps are
proposed to reduce or eliminate potential problems that may result for under reinforced footings located
on sloped surfaces. Requiring minimum reinforcement for stepped footings is intended to address the
problem of poor performance of plain or under -reinforced footings during a seismic event. This proposed
amendment is a continuation of an amendment adopted during previous code adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to require minimum reinforcement in stepped footings is intended to improve performance of
buildings and structures and therefore need to be incorporated into the code to assure that new buildings
and structures and additions or alterations to exciting buildings or structures are designed and
constructed in accordance with the scope and objectives of the California Building Code.
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2016 LARUCP 18-04. Section 1899.7 and Table 1899.7 of the 2016 Edition of the California Building
Code are amended to road as follows:
1809.7 Prescriptive footings for tight -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 1899,7. Prescriptive footings in Table 1899.7 shall not exceed one
story above grade iplane for structures assimed to Seismic Design Category D, E or F.
TABLE 1809.7
PRESCRIPTIVE FOOTINGS SUPPORTING WALLS of
LIGHT -FRAME iE CONSTRUCTION a' 1. r-' 1. e
NUMBER OF FLOORS SUPPORTED
BY THE FOOTING
WIDTH OF FOOTING
(inches)
THICKNESS of
FOOTING (inches)
1
12
6
15
6
18
810
For S11, 1 inch = 25.4 mm, 1 foot = 304.8 mm:
a. Depth of footings shall be in accordance Wth Section 1809.4.
b. The ground under the floor shall be permitted to be excavated to the elevation of the tap of the footing.
c.
et+ , Not Adopted;
d. See Section 1908 for additional requirements for concrete footings of structures assigned to Seismic Design Category
, 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.
RATIONALE:
No substantiating data has been provided to show that under -reinforced footings are effective in resisting
seismic loads and may potentially lead to a higher risk of failure. Therefore, this proposed amendment
requires minimum reinforcement in continuous footings to address the problem of poor performance of
plain or under -reinforced footings during a seismic event. With the higher seismic demand placed on
buildings and structures in this region, precautionary steps are proposed to reduce or eliminate potential
problems that may result by following prescriptive design provisions for footing that does not take into
consideration the surrounding environment. It was important that the benefit and expertise of a registered
design professional be obtained to properly analyze the structure and take these issues into
consideration. This amendment reflects the recommendations by the Structural Engineers Association of
Southern California EA and the Los Angeles City Task Force that investigated the poor
performance observed in the 1994 Northridge Earthquake. This proposed amendment is a continuation of
an amendment adopted during previous code adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to limit the use of the prescriptive design provisions and under -reinforced or plain concrete is
to ensure that the proper analysis of the structure takes into account the surrounding condition and
therefore need to be incorporated into the code to assure that new buildings and structures and addition
or alterations to existing buildings or structures are designed and constructed in accordance with the
scope and objectives of the California Building Code.
2018 Edition of the Califarnia Building Code Page 33 of 118
2010 Edition of the Califomia Residential Code Final Version: 0810812018
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2018 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARt1DP 18-05. Section 1809.12 of the 2016 Edition of the California Building Code is amended to
road as follows:
18 09.12 Tiimber footings. Timber footings shall be perrrmitted for buildings of Type V construction and as
otherwise approved by the building official. Such footings shall be treated in accordance with AwPA U1
(Commodity Specification A, Use Category B. Treated timbers are not required where placed entirely
below permanent water level, or where used as capping for wood piles that project above the water level
over submerged or marsh lands. The compressive stresses perpendicular to grain in untreated timber
footing supported upon treated piles shall not exceed 70 percent of the allowable stresses for the species
and grade of timber as specified in the e. _ne N I Av1l INKS. Timber foo#ings shall not be used in
structures assigned to Seismic Design Category Dt E or F.
RATIONALE:
No substantiating data has been provided to show that timber footings are effective in supporting
buildings and structures during a seismic event, especially while being subjected to deterioration caused
by the combined detrimental effects of moisture in the soil and good -destroying organisms. Timber
footings, when they are not properly treated and protected against deterioration, have performed very
poorly. Most contractors are typically accustomed to construction in dry and temperate weather in the
Southern California region and are not generally familiar with the necessary precautions and treatment of
wood that makes it suitable for both seismic event and wet applications. The proposed amendment takes
the precautionary steps to reduce or eliminate potential problems that may result by using timber footings
that experience relatively rapid decay due to the face that the region does not experience temperatures
cold enough to destroy or retard the growth and proliferation of wood -destroying organisms. This
proposed amendment is a continuation of an amendment adopted during previous code adoption cycles.
FINDINGS:
Local Climatic and Geological Conditions — The greater Los Angeles region is a denser populated area
having buildings and structures constructed over and near a vast array of fault systems capable of
producing major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. In
addition, the region is 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 EI (Nino or La Mina)
subtropical -like weather. This region is especially susceptible to more active termite and wood attacking
insects and microorganisms. The proposed modification to prohibit the use of timber footings in an effort
to mitigate potential problems or deficiencies due to the proliferation of wood -destroying organisms 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 Code.
2016 Edition of the Califomia Building Code Page 34of 118
2016 Edition of the Califomia Residential code f=inal Version: 0810512016
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l
2016 LARD P 18,06. Section 1819.3.2.4 of the 2016 Edition of the California Building Code is amended
to read as follows:
1810.3.2.4 Timber. Timber deep foundation elements shall be designed as piles or poles in accordance
withAF=&PAANSl1AWC NDS. Found 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 n Category
D, E or F.
RATIONALE:
ALE:
No substantiating data has been provided to show that timber deep foundation is effective in supporting
buildings and structures during a seismic event while being subject to deterioration caused by the
combined detrimental affect of constant moisture in the soil and wood -destroying organisms. Timber deep
foundation, when they are not properly treated and protected against deterioration, has performed very
poorly. Most contractors are typically accustomed to construction in dry and temperate weather to the
Southern California region and are not generally familiar with the necessary precautions and treatment of
wood that makes it suitable for both seismic event and wet applications. The proposed amendment takes
the precautionary steps to reduce or eliminate potential problems that may result by using timber deep
foundation that experience relatively rapid decay due to the face that the region does not experience
temperatures cold enough to destroy or retard the growth and proliferation of wood -destroying organisms.
This proposed amendment is a continuation of an amendment adopted during previous code adoption
cycles.
FINDINGS:
Local Climatic and Geological Conditions — The greater Los Angeles region is a densely populated area
having buildings and structures constructed over and near a vast array of fault systems capable of
producing major earthquakes, , including but not limited to the recent 1994 Northridge Earthquake. In
addition, the region is 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 EI Nino or La Nina)
subtropical -like weather. This region is especially susceptible to more active termite and wood attaching
insects and microorganisms. The proposed mortification to prohibit the use of timber deep foundation in
an effort to mitigate potential problems or deficiencies due to the proliferation of wood -destroying
organisms 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 Code.
2016 Edition of the Califomia Building Code Page 35 of 118
2016 Edition of the Califomia residential Code Final Version: 081061201
2016 Edition of the California Green Building Standards Code Updated Version- 08/231201
2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARD P 19-01. Section 1905.1.7 of the 2016 Edition of the California Building Code is amended to
read as follows:
19 06.1.7 ACI 318, Section 14.1.4. Delete AC1318, ,lection 14.1.4, and replace with the follow ing:
14-1.4 — Plain concrete in structures assigned to Seismic Design Category C, D, F or F.
14.1.4.1 — Structures assigned to Seismic Design Category C, D, E or F shall not have elements of
structural plain concrete, except as follows:
a ,wr
D JR.F E tha haiaht of the w -a# 64a# ROt &YGe60d 8 feet 42428 mm) Me thk*ness -shall not be
.h088 than 74 i -Ghee.. - - %l40f]r - - r n91 and the �,�r��� �h�f1 retain n.0 More than fnnt -%.FWN. 1�f'71 9 mrr,1 of
. !.-Concrete used for -
fill with a minimum cement content of two ()_ sacks of Portland cement or cementious
material ,ger cubic
+b 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
footings thickness.
c 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 timIM,es the gross cross-sectional area of the footing. �
f �th r-nood R iR Ghe S r Mir4 Re && aA 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.
Exceptions:
W -VO 9 R and GDetached onand two-family afwelling� three
stores or less in height and constructed with stud -bearing walls, are permitted to have
plain concrete footings withoat ► n itud nal FeipA , GemeW with at least two continuous
Ion-Oudinal reinforcing bars not smaller than No. 4 are permitted to have a total area of
less than 0.002 times the cross cross-sectional area of the footirrc�.
rthn too of t
GGRGFete
minimum
at1
hrw#tGm f the are fnn4nVa.
r
RATIONALE:
This proposed amendment requires minimum reinforcement in continuous footings to address the
problem of poor performance of plain or under -reinforced footings during a seismic event. This
amendment reflects the recommendations by the Structural Engineers Association of Southern California
SEA R and the Los Angeles City Joint Task Force that investigated the poor performance observed in
2016 Edition of the California Building Code Page 36 of 118
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2016 EDITION DF THE LOS ANGELES REG 10N UNI FORM CODE PROG RAM
1994 Northridge Earthquake. This proposed amendment is a continuation of an amendment adopted
during previous code adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to require minimum reinforcement to address the problem of poor performance of plain or
under -reinforced footings during a seismic event 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 Code.
2016 Edition of the Califomia Building Code Page 87 of 11
2016 Edition of the California Residential idential code Final Version: 08/081201
2016 Edition of the California Green Building Standards Code Updated Version'. 08128/2018
2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 L.ARU P 19-02. Section 1905.1 is amended and Sections 1905,1.9 thru 1905.1.11 are added to
Chapter 1 19 of the 2016 Edition of the California Building Code to read as follows:
1905.1 General. The text of ACI 318 shall be modified as indicated in Sections 1905.1.1 through
i 999• i i 90 5.1. 11.
1905.1.9 ACI 318, Section 18.7.5. Modify ACI 318 Section 18.7.E by adding Section 18.7.5.7 and
18.7.5.0 as follows:
18.7.5.7 Where the calculated ,eornt of contrafl xure is not within the middle half of the member clear
he4ghtt provide transverse reinforcement Rr peciri d in ACI318 Sectio7.5.
1 •1 f Items �f !
cia) t ro t over the full he4ght f t r. ■ member.
18.7.5.8 — At any section where the resign strength, RPnz of the column is less than the sum of the
shear's 1, computed in accordance with ACI 318 Sections 18.7.6.1 and 18.6.5.1 for all the beams
framing 1�he column above the level under consideration, transverse reinforcement as specified in
C/ 3 18 sections 18.7.5. 1 through 18.7.5.3 shall be provided. For beams framing into opiposite sides
of the column the moment cora onents are rmitt d to be assumed to be of Qpposite � n. For the
a et r ination of the design strength, wP, of the column. these moments are permitted to be
assumed to result from the deformation of the frame in any one pringfpal axis. • -
1905. 1.10 ACI 31Seotion 18.10.4. M od ify AC l 318, Secticn 18.10.E by add in Section 18.10.4.6 as
ffilinwer
18.10.4.6 — walls and portions of walls with P, > 0.3,15P, shall not be considered to conhibrrte to the
calculated shear strencith of the structure for resislinq rth ual e -induce l forces. Such walls shall
conform to lige re uirements of X4 C1318 section 18.1 .
1905.1.11 AC1 318 Section 18.12.6. M o dify ACI 318 by add in q Section 18.12.6.2 as follows -
8.12.6.2 Collector and boundaa elements in toaping slabs laced over recast floor and roof
elements shall not be less than inches 6 m or 6 c!ire 1#�iclrness, where dh is the diameter of the
largest reinforcement in the tQpping slab.
RATIONALE:
This amendment is intended to carry over critical provisions for the design of concrete columns in moment
frames from the legacy 1997 Uniform Building Code. Increased confinement is critical to the integrity of
such columns and these modifications ensure that it is provided when certain thresholds are exceeded.
1n addition, this amendment carries over from the legacy 1997 Uniform Building Code a critical provision
for the design of concrete shear walls. It essentially limits the use of very highly gravity -loaded walls in
being included in the seismic load resisting system, since their failure could have catastrophic effect on
the building.
Furthermore, this amendment was incorporated in the code based on observations from the 1994
Northridge Earthquake. Rebar placed in very thin concrete topping slabs have been observed in some
instances to have popped out of the slab due to insufficient concrete coverage. This modification ensures
that critical boundary and collector rebars are placed in sufficiently thick topping slab to prevent buckling
of such reinforcements.
This proposed amendment is a continuation of an amendment adopted during previous code adoption
cycles.
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2016 EDITION of THE Loa ANGELES LEGION UNIFORM CODE PROGRAM
A
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to increase confinement in critical columns, limiting the use of highly gravity loaded walls,
and increase concrete coverage in thin slabs will have to prevent failure of the structure and therefore
need to be incorporated into the cede 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 Code.
2016 Edition of the California Building Code Page 39 of 118
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2016 Eddion of the California Green Building Standards Cade Updated Version: 08123/2016
2016 EDITION OF THE LOS ANGELES REGION U1 IF RM CODE PROGRAM
201LARU C P 3-01. Section 2304.10.1 of the 2016 Edition of the California Building Code is amended
to read as follows:
230 .10.1 Fastener requirements. Connections for wood members shalt be designed in accordance
with the appropriate methodology in Section 2301.2. The number and size of fasteners connecting wood
members shall not be less than that set forth in Table 2304.10.1. Staple fasteners in Table 2304.10.1
shall not be used to resist or transfer seismic farces in structures assigned to Seismic Design Category D,
Eorl+.
Exception: Staples may be used to resist or transfer seismic forces when the aIIowa ble shear values
are substantiated by cyclic testing and approved by the building official.
RATIONALE:
Due to the high geologic activities in the Southern California area and the expected higher level of
performance on buildings and structures, this proposed local amendment limit the .use of staple fasteners
in resisting or transferring seismic forces. In September 2007, limited cyclic testing data was provided to
the ICC Los Angeles Chapter Structural Code Committee showing that stapled wood structural shear
panels do not exhibit the same behavior as the nailed wood structural shear panels. The test results of
the stapled wood structural shear panels appeared much lower in strength and drift than the nailed wood
structural shear panel test results. Therefore, the use of staples as fasteners to resist or transfer seismic
forces shall not be permitted without being substantiated by cyclic testing. This proposed amendment is a
continuation of a similar amendment adopted during previous code adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los ► ngeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to limit the use of staple fasteners to resist or transfer seismic load irnprove the performance
of buildings and structures during a seismic event 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 supe and objectives of the California Building Code.
2016 Edition of the Califomia Building Code Page 40 of 11
2016 Edition of the Califomia Residential Code Final Version: 08/051201
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2016 EDITION of THE Los ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUCP 23-02. Section 2304.12.5 of the 2016 Edition of the California Building Code is amended
to read as follows:
2304.12.5 Wood used in retaining walls and cribs. food installed in retaining or crib walls shall be
preservative treated in accordance with AWPA U1 for soil and fresh water use.Hood shall not be used in
retaining or crib walls for structures assigned to Seismic Design Category D, E or F.
RATIONALE:
No substantiating data has been provided to show that wood used in retaining or crib walls are effective in
supporting buildings and structures during a seismic event while being subject to deterioration caused b
the combined detrimental effect of constant moisture in the soil and wood -destroying organisms. Wood
used in retaining or crib walls, when they are not properly treated and protected against deterioration,
have performed very poorly. Most contractors are typically accustomed to construction in dry and
temperate weather in the Southern California region and are not generally familiar with the necessary
precautions and treatment of wood that makes it suitable for both seismic event and wet applications. The
proposed amendment takes the precautionary steps to reduce or eliminate potential problems that may
result by using wood in retaining or crib walls that experience relatively rapid decay due to the face that
the region does not experience temperatures cord enough to destroy or retard the growth and proliferation
of good -destroying organisms. This proposed amendment is ar continuation of an amendment adopted
during previous code adoption cycles.
FINDINGS:
Local Climatic and Geological Conditions — The greater Los Angeles region is a densely populated area
having buildings and structures constructed over and near a vast array of fault systems capable of
producing major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. In
addition, the region is 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 EI Nino or La Nina)
subtropical -like weather. This region is especially susceptible to more active termite and wood attacking
insects and microorganisms. The proposed modification to prohibit the use of wood in retaining or crib
walls in an effort to mitigate potential problems or deficiencies due to the proliferation of wood -destroying
organisms 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 Code.
2016 Edition of the California Building Code Page 41 of 118
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2016 Edition of the California Green Building Standards Code !Updated Version: 08123/201
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUCP 23-03. Section 2395.4 is added to Chapter 23 of the 2018 Edition of the California
Building Code to read as follows:
2305.4 Quality of Nails. In Seismic Design Cate -gory D, E or F, mechanicaliv driven nails used in wood
structural _pmnel shear walls shall meet the same dimensions as that required for hand -driven nails
includinq 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.
RATIONALE:
The overdriving of nails into the structural wood panel still remains a concern when pneumatic nail guns
are used for wood structural panel shear wall nailing. Box nails were observed to cause massive and
multiple failures of the typical 3/8 -inch thick plywood during the 1994 Northridge Earthquake. The use of
clipped head nails as allowed in Table Al of AFPA SDPWS footnote referencing to ASTM F1667,
continues to be restricted from being used in wood structural panel shear walls where the minimum nail
head size must be maintained in order to minimize nails from palling through sheathing materials. Clipped
or mechanicaily driven nails used in wood structural panel shear gall construction were found to perform
much less in previous wood structural panel shear gall testing done at the University of California Inline.
The existing test results indicated that, under cyclic loading, the wood structural panel shear walls were
less energy absorbent and less ductile. The panels reached ultimate load capacity and failed at
substantially less lateral deflection than those using same size hand -driven nails. This amendment
reflects the recommendations by the Structural Engineers Association of Southern California EA C
and the Los Angeles City Joint Task Force that investigated the poor performance observed in 1994
Northridge Earthquake. This proposed amendment is a continuation of an amendment adapted during
previous code adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a mast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to require mechanically driven nails to have the same dimensions as hand -driven nail will
result in improved quality of construction and performance of wood structural panel shear walls and
therefore need to be incorporated into the code to assure than 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 Code.
2010 Edition of the California Building Code Page 42 of 118
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2016 EDITION of THE LOS ANGELES REGION IO UNIFORM CODE PROGRAM
2016 L F UCP 3-04. Section 2396.5 is added to Chapter 23 of the 2016 Edition of the California
Building Code to read as follows:
2306.5 Hold-down connectors. In Seismic Design Category D, E or F, hold-down connectors shall b
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 6.229 inch by 3 inches by 3 inches (6.62 mm by 76 mm by 76 mm) in
size. Eiloid -down connectors shall be tightened to finger tight plus one half 1!2 wrench tura just prior to
covering the wall framing. -
RATION
[CC -ES AC 155 Acceptance Criteria for Hold-downs (Tie -Downs) Attached to Wood Members is widely
used to establish allowable values for hold-down connectors in evaluation reports. AC 155 uses
monotonic loading to establish allowable values, ret, cyclic and dynamic forces imparted on buildings
and structures by seismic activity cause more damage than equivalent forces that are applied in a
monotonic manner. However, the engineering, regulatory and manufacturing industries have not reached
consensus on the appropriate cyclic or dynamic testing protocols. This condition is expected to continue
for some time. In the interim, this proposed amendment continues to limit the allowable capacity to 75%
of the evaluation report value to provide ars additional factor of safety for statically tested anchorage
devices. Steel plate washers will reduce the additional damage that can result when hold-down
connectors are fastened to good framing members. This amendment reflects the recommendations b
the Structural Engineers Association of Southern California EAC and the Los Angeles City Joint
Task Force that investigated the poor performance observed in 1994 Northridge Earthquake. This
proposed amendment is a continuation of an amendment adopted during previous code adoption cycles
with additional editorial revisions for clarification.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a denser populated area Laving
buildings and structures constructed over and near a mast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to establish minimum performance requirements for hold-down connectors will reduce failure
of wood structural panel shear walls due to excessive deflection 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 Code.
2010 Edition of the California Building Code Page 43 of 118
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2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
2016 LARUCP 23-05. Section 2306.2 of the 2016 Edition of the Californias Building Code is amended to
read as follows:
2306.2 Wood-frarne diaphragms. wood -frame diaphragms shall be designed and constructed in
accordance with AI C SDP S. Where panels are fastened to framing members with staples,
requirements and limitations of A IDC SDPWS shall be mat and the allowable shear values sat forth in
Table 2306.2(1) or 2306.2(2) shall only be permitted for structures assigned to Seismic Des!gn Category
, 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 Desi n
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 decklnn, provided the panel joints and lumber planking or laminated decking
joints do not coincide.
RATIONALE:
The Structural Engineers Association of Southern California EASC and the Los Angeles City Joint
Task Force that investigated the damages to buildings and structures during the 1004 Northridge
Earthquake recommended reducing allowable shear values in wood structural panel shear walls or
diaphragms that were not substantiated by cyclic testing. That recommendation was consistent with a
report to the Governor from the Seismic Safety Commission of the State of California recommending that
code requirements be "more thoroughly substantiated with testing." The allowable shear values for good
structural panel shear walls or diaphragms fastened with staples are based on monotonic testing and
does not take into consideration that earthquake forces load shear wall or diaphragm in a repeating and
fully reversible manner.
In September 2007, limited cyclic testing was conducted by a private engineering firm to determine if
wood structural panels fastened with staples would exhibit the same behavior as the wood structural
panels fastened with common nails. The test result revealed that wood structural panel fastened with
staples appeared to be much lager in strength and stiffness than wood structural panels fastened with
common mils. It was recommended that the use of staples as fasteners for wood structural panel shear
walls or diaphragms not be permitted to resist seismic forces in structures assigned to Seismic Design
Category D, E and F unless it can be substantiated by cyclic testing.
Furthermore, the cities and county within the Los Angeles region has taken extra measures to maintain
the structural integrity of the framing of shear walls and diaphragms designed for high levels of seismic
forces by requiring wood sheathing be applied directly over the framing members and prohibiting the use
of panels placed over gypsum sheathing. This proposed amendment is intended to prevent the
undesirable performance of nails when gypsum board softens due to cyclic earthquake displacements
and the nail ultimately does not have any engagement in a solid material within the thickness of the
gypsum board.
This proposed amendment continues the previous amendment adopted during the 2016 code adoption
cycle.
FINDINGS:
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Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to place design and construction limits on staples as fasteners used in wood structural panel
or diaphragms net substantiated with cyclic testing will help to maintain minimum quality of construction
and performance standards of structures and therefore need to be 'incorporated into the code to assure
that neva buildings and structures and additions or alterations to existing buildings or structures are
designers and constructed in accordance with the scope and objectives of the California Building Code.
2016 Edition of the California Building Code Page 45 of 118
2016 Edition of the California Residential Code Final Version: 08105/2016
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2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
2016 LA U P 23-06. Section 2306.3 of the 2016 Edition of the California Building Code is amended to
read as follows:
2306.3 wood -frame shear walls. Wood -frantic shear walls shall be designed and constructed in
accordance with AWC SDPWS. For structures assigned to Seismic Design Category Dt E: or Fes.
application of Tables 4.3A and 4.3E of AWC SDPWS shall include the following:
1. wood structural panel thickness for shear walls shall not be less than 3/8 inch thief and studs
shall not be spaced at more than 16 inches on center. --
2. The maximum nominal unit shear capacities for 316 inch wood structural panels resisting seismic
forces in structures assigned to Seismic Design Cate o[y D, E or >~ is 400 pounds per linear foot
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 laced not less than 112 inch in from the panel edges and not less than 318 inch
from the ed-ge of the connecting members for shear greater than 366 plf using ASD or 500 p!f
usinq LF FD. Nails shall be placed not less than 3/8 inch from pmnel edges and net less than 114
inch from the ed a of the connectinq members for shears of 350 Qlf or less using ASD or 666 plf
or less using LRFD.
. Table 4.313 application is not allowed for structures assigned to Seismic Desi , n t go[y D, Et or
F.
For structures assigned to Seismic Design Category D application of Table 4.3C of 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. 'l , 2306.3(2) or 2306.3(3)
shall only be permuted for structures assigned to Seismic Design Category , B} or D.
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 its Tables 2306.3(1) and 2306.3(2) are permitted to be increased 40 percent
for wind design. Panels complying with AN UAPA PRP -21 shall be permitted to use design values for
Plywood Siding in the AWC SDPWS.
RATIONALE:
The Structural Engineers Association of Southern California SEAR and the Los Angeles CityJoint
Task Force that investigated the damages to buildings and structures during the 1994 Northridge
Earthquake recommended reducing allowable shear values in good structural panel shear walls or
diaphragms that were not substantiated by cyclic testing. That recommendation was consistent with a
report to the Governor from the Seismic Safety Commission of the State of California recommending that
code requirements be "more thoroughly substantiated with testing." The allowable shear values for wood
structural panel shear walls or diaphragms fastened with stapled nails are based on monotonic testing
and does not take into consideration that earthquake forces load shear wall or diaphragm in a repeating
and fully reversible manner.
In September 2007, limited cyclic testing was conducted by a private engineering firm to determine if
wood structural panels fastened with stapled nails would exhibit the same behavior as the wood structural
panels fastened with common (nails. The test result revealed that wood structural panel fastened with
2010 Edition of the California Building Cade Page 46 of 118
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2016 EDITION of THE LOS ANGELES REGION UNIFOF CODE PROGRAM
AM
stapled nails appeared to be much lower in strength and stiffness than wood structural panels fastened
with common nails. It was recommended that the use of stapled nail as fasteners for wood structural
panel shear wells or diaphragms not be permitted to resist seismic forces in structures assigned to
Seismic Design Category D, E and 1= unless it can be substantiated by cyclic testing.
Furthermore, the cities and county within the Los Angeles region has taken antra measures to maintain
the structural integrity of the framing of shear walls and diaphragms designed for Nigh levels of seismic
forces by requiring wood sheathing be applied directly over the framing members and prohibiting the use
of panels placed over gypsum sheathing. This proposed amendment is intended to prevent the
undesirable performance of nails when gypsum board softens due to cyclic earthquake displacements
and the nail ultimately does not have any engagement ent in a solid material within the thickness of the
gypsum board.
This proposed amendment continues the previous amendment adopted during the 2010 code adoption
cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a prat array of fault systems capable of producing
major earthquakes, Including but not limited to the recent 1994 lorthridge Earthquake. The proposed
modification to place design and construction limits on stapled nail fasteners used in good structural
panel shear walls or diaphragms not substantiated with cyclic testing will help to maintain minimum quality
of construction and performance standards of structures 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 Code.
2016 Edition of the Califomia Building code Page 47 of 118
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2016 EDITION OF THE LOS ANGELES REGION ION UNIFO M CODE PROGRAM
2016 LAUD -7. Section 2307.2 is added to the 2016 Edition of 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.
RATIONALE:
The Structural Engineers Association of Southern California EA and the Los Angeles City Taint
Task Force that investigated the damages to buildings and structures during the 1994 Northridge
Earthquake recommended reducing allowable shear values in wood structural panel shear walls or
diaphragms that were not substantiated by cyclic testing. That recommendation was consistent with a
report to the Governor from the Seismic Safety Commission of the State of California recommending that
code requirements be "more thoroughly substantiated with testing." The allowable shear values for goad
structural panel shear walls or diaphragms fastened with stapled nails are based on monotonic testing
and does not take into consideration that earthquake forces load shear gall or diaphragm in a repeating
and fully reversible manner.
In September 2007, limited cyclic testing was conducted by a private engineering firm to determine if
woad structural panels fastened with stapled nails would exhibit the same behavior as the wood structural
panels fastened with common nails. The test result revealed that wood structural panel fastened with
stapled mails appeared to be much lower in strength and stiffness than wood structural panels fastened
with common nails. It was recommended that the use of stapled nail as fasteners for wood structural
panel shear walls or diaphragms not be permitted to resist seismic fomes in structures assigned to
Seismic Design Category D, E and F unless it can be substantiated by cyclic testing.
Furthermore, the cities and county within the Los Angeles region has taken extra measures to maintain
the structural integrity of the framing of shear walls and diaphragms designed for high levels of seismic
forces by requiring wood sheathing be applied directly over the framing members and prohibiting the use
of panels placed over gypsum sheathing. This proposed amendment is intended to prevent the
undesirable performance of nails when gypsum board softens due to cyclic earthquake displacements
and the nail ultimately does not have any engagement in a solid material within the thickness of the
gypsum board.
This proposed amendment continues the previous amendment adapted during the 2010 code adaption
cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and rear a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to place design and construction limits on stapled nail fasteners used in wood structural
panel shear walls or diaphragms not substantiated with cyclic testing will help to maintain minimum quality
of construction and performance standards of structures 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 Code.
2016 Edition of the Califomia Building code Page 48 of 118
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2016 EDITION OF THE LOS ANGELES REGION UNIF RM CODE PROGRAMA
2016 LA U P 23-08. Table 2308.6.1 of the 201Edition of the California Building Coda is amended to
read as follows:
TABLE 2208.6.1+
WALL BRACING REQUIREMENTS
For SI: i inch = 25,x! mra. l foot = 304.8 mm.
ISP = Not Pemiked.
a. This table specifies num`mum mogairemcnts for braced wall panels along interior of emerior braced wall lines.
b. Seo Sectio n 230 8.6.3 for full description of bracing methods.
c. For Method C8, gypsum vmRboaM applied to framing supports that are spaced at 16 inches on center.
d. The required Icngths shall be doubled fargypsum board applied to only one face of a braced wall panel.
e. PLerccatagc shown represents the minimum amount of bracing rNutred aloug ti buildi.og length (or wall length if the structure has an ur+cgular shape).
DVM SFB PBS and RPS wall braces arc not p crmi ted in Seismic Design Caterg orics D or E.
' 'F long or b A hccs of the wall for QB or P CP A
be at Ica sl T-0" I m rr hAv_miio shall not exceed 2: l .Wa1I framinZ to which sheathing used for hmacing is applied shaII be nom ina 12 inch wide factual l 11? finch
ev bers acid i m of I 6 -inch es on cen tcr, B mccd w a I I vaaeUonstntclion types A M I n ot bf, e d w' I h 4 n a aced wal I I " n e
IL W SP sheath injuh a[ I be a mfnimum of 15/32" ti'tick_nailedwit h Sd common alaced 3/8 inches from panel edges and spaced r of more than 6 inches on center and
12 inches on center along intermediate framing_mernbers.
2016 Edition of the California Building Code Page 49 of 118
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MAXIMUM
BRACED PANEL LOCATIOR.
MAXIMUM DISTANCE
SEISMIC
STORY
SPACING OF
SPACING (O.0.) AND MINIMUM PERCENTAGE (X)
OF BRACED WDLL
DESIGN
CONDITION (SEE
BRACED
PANELS FROM EACH
CATEGORY
SECTION 2308.2)
WALL LINES
ENDOF 1 FIACED
NFE
Bracing method°
LIB
Dwe, WSP
SFB, PSS, RCP, HAS, OBr.°
H5'-
4"'
Each end and
25-'- 0" o.c.
Each end and? '- T ox.
2 '_
ti end 3D .. 0' o.e...
and B
35`- 0"
Each end and
25,- 0' 0.C.
Each end and js 25- T ox.
Each cud and 25'- 0" o,c,12
.- Err
El
5'-
NP
F..aeb end and 2Y- 4"' ox.
Each end and 25'- 0" ox.
1Y_
35'- 0"
ISP
Each end and 25'- 0" ox.
Each end and 25'- 0" o, c.
121- "
Each end and 2 '- 4" o.Q
Each end and 4 25'- 0" o. c.
'- 0"
NP
rnimrnum 25% of wall
niaiimum 25% of wall
12'- ''
length)'
length)'
z,S 4.50: Each end and g
SDs < 0.50: Each end and s
'- T o. c. (rrdnim am 2117o
25`- 4' o. c. minlmnm 43%
of wall lengthy
of waU lengthy
0.5 4.75. Each end
0.5 SDs < 0.75. Each end
and 25'- 0" o. c. (mini-
and Y- T o. c. (minim t m
LAI I
mum 3290 of wall lengthy
5 of wall length)'
D and E
?5'� 0"
IIP
,_ 0,.
4.75 , 1.M Each end
0.75 1.00: Each and
ands 25'- 0" ox. (mini-
and 2 '- 0" O.C. (minimum
yuan 37% of waU length)`
75% of wall length)
Sus > 1.00: Each end and
SEs > 1.04: F2ch end and
25'- 0'" o. c. (minimam 48 0
25'- 0'" ox. (minimum
of wall len for
10 Me of wall len [li)°
For SI: i inch = 25,x! mra. l foot = 304.8 mm.
ISP = Not Pemiked.
a. This table specifies num`mum mogairemcnts for braced wall panels along interior of emerior braced wall lines.
b. Seo Sectio n 230 8.6.3 for full description of bracing methods.
c. For Method C8, gypsum vmRboaM applied to framing supports that are spaced at 16 inches on center.
d. The required Icngths shall be doubled fargypsum board applied to only one face of a braced wall panel.
e. PLerccatagc shown represents the minimum amount of bracing rNutred aloug ti buildi.og length (or wall length if the structure has an ur+cgular shape).
DVM SFB PBS and RPS wall braces arc not p crmi ted in Seismic Design Caterg orics D or E.
' 'F long or b A hccs of the wall for QB or P CP A
be at Ica sl T-0" I m rr hAv_miio shall not exceed 2: l .Wa1I framinZ to which sheathing used for hmacing is applied shaII be nom ina 12 inch wide factual l 11? finch
ev bers acid i m of I 6 -inch es on cen tcr, B mccd w a I I vaaeUonstntclion types A M I n ot bf, e d w' I h 4 n a aced wal I I " n e
IL W SP sheath injuh a[ I be a mfnimum of 15/32" ti'tick_nailedwit h Sd common alaced 3/8 inches from panel edges and spaced r of more than 6 inches on center and
12 inches on center along intermediate framing_mernbers.
2016 Edition of the California Building Code Page 49 of 118
2016 Edition of the Califomia Residential idential Code Final Version: 0810512016
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201EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
RATIONALE:
This proposed amendment specifies minimum sheathing thickness and nail size and spacing so as to
provide a uniform standard of construction for designers and buildings to follow. This is intended to
improve the performance level of buildings and structures that are subject to the higher seismic demands
placed on buildings or structure in this region. This proposed amendment reflects the recommendations
by the Structural Engineers Association of Southern California EA SC and the Los Angeles City Joint
Task Force that investigated the poor performance observed in 1994 Northridge Earthquake. This
proposed amendment is a continuation of an amendment adopted during previous code adoption circles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. Conventional
framing does not address the need for a continuous load path: critical shear transfer mechanisms,
connection -ties, irregular and flexible portions of complex shaped structures. The proposed modification
to provide specific detailing requirements will improve the performance of buildings and structures and
therefore needs to be incorporated into the code to assure that new buildings and additions to existing
buildings are designed and constructed in accordance with the scope and objectives of the California
Building Code.
2016 Edition of the Califomia Building Code Page 50 of 118
2016 Edition of the California Residential Code Final Version: 08105/2016
2016 Edition of the Callomia goon Building Standards Code updated Version. 0812312010
2016 EDITION OF THE LOS ANGELES LEGION UNIFORM CODE PROGRAM
A
2016 L RU P 23-09. Section 2303.6.6, Figure 2393.6.5.1, and Figure 2303.6.6.2 of the 2016 Edition of
the California Building Code are amended to read as follows:
2308.6.5 Alternative bracing. An alternate braced gall AB1IV or a portal frame with hold-downs PFH
described in this section is permitted to substitute for a 6 -inch (1219 m braced wall panel of Method
D1 B, II P, BFB, PBS, PDP or HISS. For Method GB, each 96 -inch (2438 mm) section (applied to one
face) or -inch (1219 m) section applied to both faces) or portion thereof required by Table 2398.6.1
is permitted to be replaced by one panel constructed in accordance with Method ABW or PFH.
2368.6.6.1 Alternate braved wall (ABw). An ABM! shall be constructed in accordance with this
section and Figura 2308.6.5.1. In one-story buildings, each panel shall have a length of not lass than
feet 8 inches (1 mm) and a height of not more than 16 feet (3048 mm). Each panel shall be
sheathed on one face with 3!8 -inch 3.2 mm minimum -thickness wood structural panel sheathing
nailed with 8d common or galvanized boy nails in accordance with Table 2304.10.1 and blocked at
wood structural panel edges. For structures assigned to Seismic Design Category D or E, each panel
sha11 be sheathed on one face with I5/32 -inch -minimum -this[ ness 11.9 mm wood structural anal
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 2308.3.1 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 1,806 pounds 8O0 . The hold-down 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 (306 mm by 305 mm) continuous footing is
permitted at door openings in the braced wail line. This continuous footing
shall be reinforced with not less than one leo. 4 bar top and bottom. This reinforcement shall be
lapped -1 24 inches 610 mm with the reinforcement required in the continuous foundation
located directly under the braced gall 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 capacitor shall be not less than 3,000 pounds (13 3{4410.
2'-8" h111V PANEL DR PANEL SPLICEIF NEEDED) ADJOINING PANEL
41 rCOMMON
DGES SHALL MEET OVER AND BE FASTENED T
LENGTH FRAMING
� II
MIN. ala" THICK WOOD
STRUCTURAL PANEL 11
1 d C OMON 9 R GA "" EZE-1' 99N NAILS AT V 0,C,
w SHEATHING ON ONE FACE �1 II
1 AT PANEL EDGES FOR SINGLE STORY AND AT 4* 0.
_ p 11
1 AT PANEL EDGES FOR THE FIRST OF 2 STORIES
MIN, W FRAMING, MIN. DDUBL �N II
I
ED
STUDS REQUIRED
k
C? 11
TUDS UNDER HEADER AS
I ANCHOR BOLTS PER SECTION 2308.6.5.1
REQUIRED
iI it
HOLD-DOWN PER SECTION—\ II
MINIMUM REINFORCING F FOUNDATION, ONE #4
0 .6. .1 ll
BART PAf D BOTTOM OF FOOTING. REINFORCING
SHALL BE LAPPED 4 4 INCHES [OIN.
For S 1: 1 inch = 25,E mm, 1 foot = 344.8 mm.
%. For stnicimres nss foi ed to SeIsm Ec Desf ol On ry D or E sheathed on rme rare wfth W32-tnch intmiun-thickness 0 1.9mm wind suuct tray nneI sheithfn
FIGURE 2308.6.8.1
ALTERNATE BRACED WALL PANEL (ABW)
2016 Edition of the Califomia Building Code Page 51 of 118
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2016 EDITION of THE LOS ANGELES REGION IO UNIFORM M CODE PROGRAM
2308.6.6.2 Portal frame with hold-downs (Pl~H). A PFI--{ shall be constructed in accordance with
this section and Figure 2308.6.5.2. 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 16 feet (3048 mm). Each panel shall be sheathed on one face with a single
layer of 3/8 -inch . mm minimum -thickness wood structural panel sheathing nailed with 8d
common or galvanized box nails in accordance with Figure 2308.6.8.2. For structures assigned to
Seismic Design Category D or E, each joanel shall be sheathed on one face with 15/32 -inch -
minimum -thickness ne (11.0 mm) wood structural pnel sheathing nailed with 8d common mails spaced
inches on panel edges, 3 inches at intermediate supports and in accordance with Figure 2303.6.5.2.,
The wood structural panel sheathing shall extend up over the solid sawn or glued -laminated header
and shall be nailed in accordance with Figure 2363.6.6.2. A built-up header consisting of at least two
2 -inch by 12 -inch 61 mm by 366 mm boards, fastened in accordance with Item 24 of Table
2304.10.1 shall be permitted to be used. A spacer, if used, shall be placed on the side of the built-up
beam opposite the good 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 (5436 mm) in
length. A strap with ars 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 /8 inch (15.9 mm dxarneter
and installed in accordance with Section 2308.3.1 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 8,500 pounds 16 570 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 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 1000 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 (808 mm), a minimum 12,
inch by 12 -inch (305 mm by 306 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 inches 381 610 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).
.
2016 Edition of the Califomia Building Code Page 52 of 118
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2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
For I: 1 inch = 25.4 mm, i foot= 304.8 mm, 1 pound = 4.448 I.
a. For structures assigned to S ei,smic Desigqatey_nr D or Et sheathed an ion a face with 15/32 -ire ch-mInImum-thicknes W 19 mm)-wwd structural parcel sheathing,
FIGU RE 2308.6.5.2
PORTAL FRAME WITH HOLD-DOWNS (PFH)
RATIONALE:
3/8" thicki 3 ply -plywood shear walls experienced many failures during the Northridge Earthquake. Box
nails were observed to cause massive and multiple failures of the typical 318" thick 3 -ply plywood during
the Northridge Earthquake. This proposed amendment specifies minimum sheathing thickness, , nail size
and spacing so as to provide a uniform standard of construction for designers and buildings to follow. This
is intended to improve the performance level of buildings and structures that are subject to the higher
seismic demands and reduce and limit potential damages to property. This proposed amendment reflects
the recommendations by the Structural Engineers Association of Southern California SEA SC and the
Los Angeles City ,point Task Force that investigated the poor performance observed in 1994 Northridge
Earthquake.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification requiring minimum sheathing thickness and nailing type and size will help to maintain
minimum quality of construction and performance standards of structures and therefore needs to be
incorporated into the code to assure that new buildings and additions to existing buildings are designed
and constructed in accordance with the scope and objectives of the California Building Code.
2016 Edition of the California Building Code Page 53 of 118
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IL EXTENT of HEADER
DOUBLE PCRTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF H EAD ER IL
ilk
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
T
MIN. 1000 LB TIE -DOWN
DEVICE
3 MIN. 3"x11.25' NET HEADER
,.
WWI
TC 8'40
TYPICAL P0RTA L FRAME
'
CONSTRUCTION
1000 Ib STRAP OPPOSITE SH EATHING
l
FASTEN TOP PLATE TO HEADER WITH TWO
FOR PANEL SPLICE (IF
ROWS OF 16d SINKER HAILS AT YC.C. TYP.
NEEDED) PANEL EDGES
y�
",—FASTEN
SHALL BE �L AND
D
F SHEATHING TO HEADER 1 ITH 8d OMP.40N
OCCUR WITHIN MIDDLE
ld MI
ti
OR GALVANI ED BOC FAILS IN 3w GRID PATTERN AS
24 IN, OF PORTAL HEIGHT. �
7 SHOWN AND ' O. C. IN ALL FRAM I N G (STUDS,
ONE ROUE OF TYPICAL
C
BLOCKING AND SILLS) TYP
SHEATHING—TO—FRAMING
I4lIN. WIDTH = IT FOR ONE-STORY STRLJCTURES
NAILING IS REQUIRED
MIN. WIDTH = 244` FOR USE IN FIRST OF TWO STORY
AT EACH PANEL EDGE.
STRUCTURES
IF 2x4 DOUBLE BLOCKING
J
IS USED THE 2x4S [MUST
1
MIfV, 2X4 FRAMINCWITH
BE, NAILED TOGETHER�A
16d SINKERS
j ate fir]IN. THIGKN ESS WOOD A
STRUCTURAL PANEL S HEATH ING
,—MIN. DOABLE 2x4 POST
MIN, 0500 LB TIE -DOWN DEVs GE (EMBEDDED INTO
CONGRETEAND NAILED INTO FRAMING IN
M IN. 1000 LB TIE -DOWN
ACCORDANCE WITH MANUFACTURER'S
DEVICE
lis4z RECOMMENDATIONS)
•::- .:: SEE SECTION 2306.6.5.2
r.• .. .
For I: 1 inch = 25.4 mm, i foot= 304.8 mm, 1 pound = 4.448 I.
a. For structures assigned to S ei,smic Desigqatey_nr D or Et sheathed an ion a face with 15/32 -ire ch-mInImum-thicknes W 19 mm)-wwd structural parcel sheathing,
FIGU RE 2308.6.5.2
PORTAL FRAME WITH HOLD-DOWNS (PFH)
RATIONALE:
3/8" thicki 3 ply -plywood shear walls experienced many failures during the Northridge Earthquake. Box
nails were observed to cause massive and multiple failures of the typical 318" thick 3 -ply plywood during
the Northridge Earthquake. This proposed amendment specifies minimum sheathing thickness, , nail size
and spacing so as to provide a uniform standard of construction for designers and buildings to follow. This
is intended to improve the performance level of buildings and structures that are subject to the higher
seismic demands and reduce and limit potential damages to property. This proposed amendment reflects
the recommendations by the Structural Engineers Association of Southern California SEA SC and the
Los Angeles City ,point Task Force that investigated the poor performance observed in 1994 Northridge
Earthquake.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification requiring minimum sheathing thickness and nailing type and size will help to maintain
minimum quality of construction and performance standards of structures and therefore needs to be
incorporated into the code to assure that new buildings and additions to existing buildings are designed
and constructed in accordance with the scope and objectives of the California Building Code.
2016 Edition of the California Building Code Page 53 of 118
2016 Edition of the Califomia Residential Code Final Version: 0810512016
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2016 EDITION of THE LOS ANGELES REGION ION UNIF RM CODE PROGRAM
2016 LA UDP -10. Section 2308.6.8.1 of Chapter 23 of the 2016 Edition of the California Building
Code is amended to read as follows:
2308.6.8.1 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 De'rgrt
Category A, B, or D.
For structures in Seismic Design Categories D and E, exterior braced wall panels shall be in the sane
plane vertically with the foundation or the portion of the structure containing the offset shalt be designed in
accordance with accepted engineering practice and Section 6.1.1.
RATIONALE:
NALE:
With the higher seismic demand placed on buildings and structures in this region, interior walls can easily
be called upon to resist over half of the seismic loading imposed on simple buildings or structures.
VVithout a continuous foundation to support the braced wall rine, seismic loads would be transferred
through other elements such as non-structural concrete slab floors, wood floors, etc. The proposed
change is to limit the use of the exception to structures assigned to Seismic Design Category A, B or
where lower seismic demands are expected. Requiring interior braced walls be supported by continuous
foundations is intended to reduce or eliminate the poor performance of buildings or structures. This
proposed amendment is a continuation of an amendment adopted during previous code adoption cycles.
2016 Edition of the Califomia Building code Page 54 of 118
2016 Edition of the California Residential Code Final Version: 08/0512016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 0812312010
201EDITION of THE LOS ANGELES REGION UNIF RM CODE PROGRAM
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 19 Northridge Earthquake. Conventional
framing does not address the need for a continuous load path, critical shear transfer mechanisms,
connection -ties, irregular and flexible portions of complex shaped structures. The proposed modification
to require continuous footings under braced wall lines will improve performance of buildings or structure
during a seismic event and therefore need to be incorporated into the code to assure that new buildings
and additions to existing buildings are designed and constructed in accordance with the scope and
objectives of the California Building Code.
2016 Edition of the California Building Code Fuge 55 of 118
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2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
016 LA UDP -11. Section 2306.6.9 of the 2016 Edition of the California Building Code is amended to
read as follows:
2308.6.9 Attachment of sheathing. Fastening of braced wall panel sheathing shall not be less than that
prescribed in Tables 2306.6.1 or 2304.16.1. Wall sheathing shall not be attached to framing members by
adhesives. Staple fasteners in Table 2304.10.1 shall not be used to resist or transfer seismic forces in
structures assigned to Seismic Design Category D, E or F.
Ex c poor:- taples 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 gall panels shall extend to the roof sheathing and shall be attached to parallel roof rafters
or blocking above with framing clips_(1 gaups miniimum) spaced at maximum 24 inches (6696 tem) on
center with four 6d mails per leg (total eight 8d nails per clip). Braced gall panels shall be laterally braced
at each tog corner and at maximum 24 inches (6096 min) intervals along the top plate of discontinuous
vertical framing.
RATIONALE:
This proposed amendment is intended to improve the performance level of buildings and structures that
are subject to the higher seismic demands placed on buildings or structure in this region. This proposed
amendment reflects the recommendations by the Structural Engineers Association of Southern California
EAO C and the Los Angeles City Joint Task Force that investi g ated the poor performance observed in
1994 Northridge Earthquake. This proposed amendment is a continuation of an amendment adopted
during previous code adoption cycles.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. Conventional
framing does not address the need for a continuous load path: critical shear transfer mechanisms,
connection -ties, irregular and flexible portions of complex shaped structures. The proposed modification
to provide specific detailing requirements will improve the performance of buildings and structures and
therefore needs to be incorporated into the code to assure that neva buildings and additions to existing
buildings are designed and constructed in accordance with the scope and objectives of the California
Building Code.
2016 Edition of the Califomia Building Code Page 66 of 118
2016 Edition of the Califomiia Residential Code Final Version: 0810512016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 081231201
2016 EDITION OF THE LOS ANGELES REGION UNIFORM! CODE PROGRAM
PART II
LARUCP RECOMMENDED CODE AMENDMENTS TO THE
2016 EDITION OF THE CALIFORNIA RESIDENTIAL CODE
2016 Edition of the California Building Code Page 58 of 118
2016 Edition of the California Residential Code Final Version: 08/05/2016
016 Edition of the California Green Building Standards Code Updated Version: 08/2312016
2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
AM
SUMMARY F RECOMMENDED MMENDED LAF LICE AMENDMENTS TO THE 2016 CRC
(N) 201
LARD P
No.
(E) 2al
LARD P
NO.
TITLE/DESCRIPTION
STATUS
-61
3-01
Amend CRC Section 8301.1.3.2 Woodframe Structures
3-02
3-62
Add CRC Section R301.1.4 Slopes Steeper Than 33%
3-03
R3-04
❑n;eRd GRG TRhi „ -20-1.22.2. 4. 4. _ E n J- SeG iGR_ . -2?.1.i'7_ , ermie
Amend CRC Section R301.2.2.2.5 Irregular Buildings
D
3-0
R3-05
Add CRC Section I31.2.2.3.6 Anchorage of Equipment
R4-01
I -01
Amend CFC Section R401.1 Foundation Application
M
-0
-02
Amend CRC Sections F03.1 General Footings
Illi
84,03
R4-03
Amend GRC Section R404.2 .2 Wood Foundation Walls
l
R5-01
6-01
Amend CRC Section 1601.1 Application
R5-02
-02
Add DISC Secton R503.2.4 Openings In Horizontal Diaphragms
6-01
16-01
Amend DRC Table R602.3(i) Fastener Schedule
M
6-02
R6-02
Amend CRC Table R602.3(2) Alternate Attachment
RS -03
R6-03
Amend CRC Table R602.10.3(3) 3 Bracing a uirements
illi
R6-04
R6-04
Amend CRC Table R602.10.4 Bracing Methods
6-0
R6-05 6
Arend DRC Figure R602.10.6.1 Alternate Braced Wall Panel
R6-06
R6-06
Amend DRC Figure R602-10.6.2 Portal Frame
M
16-07
6-67
Amend CRC Table R602.10.5 Braved Wall Lengths
M
R6-08
R6-08
Amend DRC Section R602.10.2.3 Minimum Number of Braced Wall
Panels
6-0
F6-00
Arend CRC Figure F602.10.6. MethodCS-PF
R&-4-0
�.����rrr�r�vr rr�rsrr
IDe lee ❑ rn e,R,dmeRt._4nr f . f' 2- P-Gt4G R6-0 ` 1 0. -Qi 'i R-FaGe � VVafil DaRe
21 lmmnft
D
R6-1
-11
Amend DRC Section R606.4.4 Parapet Walls
Illi
6-11
6-12
Amend CRC Section R606.12.2.2.3 Reinforcement rcement for Mason
1
R6-12
R6-13
Amend DISC Section R602.3.2 Top Plate
M
-01
R8-01
Add CRD Section R803.2.4 Openings in Horizontal Diaphragms
810-01
R1
Amend CRC Section R1001.3.1 Vertical Reinforcing
1
FOOTNOTE:
1. R = Retain and update existing amendment, M = Modify existing amendment, D = Delete existing 2013 L RUCP amendment,
N = New amendment proposed.
2016 Edition of the California Building Code Page 59 of 118
2010 Edition of the California Residential Code Final Version: 08105/2016
2016 Edition of the Califomia Green Building standards Code Updated Version: 08/2312016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUCP P F 3-01. Section R301.1.3.2 of the 2016 Edition of the California Residential Code is
amended to read as follows:
R301.1.3.2 1.1.3.2 Il oodframe structure . 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 tandin other sections of law; the law establishing these provisions i
found in Business and Professions Code Section 5537 and 6737.1.
The building official shall require. construction documents to be approved and _stamped bv 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 Cate or D�D1D or E.
:711% 16121r."UP14
After the 1994 Northridge Earthquake, the Wood Frame Construction Joint Task Force recommended
that the quality of wood frame construction need to be greatly improved. One such recommendation
identified by the Task Force is to improve the quality and organization of structural plans prepared by the
engineer or architect so that plan examiners, building inspectors, contractors and special inspectors may
logically follow and construct the presentation of the seismic force -resisting systems in the construction
documents. For buildings or structures located in Seismic Design Category Do, D11 D2 or E that are
subject to a greater level of seismic forces, the requirement to have a California licensed architect or
engineer prepare the construction documents is intended to minimize or reduce structural deficiencies
that may cause excessive damage or injuries in wood frame buildings. Structural deficiencies such as
plan and vertical irregularities, unproper shear transfer of the seismic force -resisting system, missed
details or connections important to the structural system, and the improper application of the prescriptive
requirements of the California Fesidential Code can be readily addressed by a registered design
professional.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to require construction documents for wood frame construction greater than one story in
height or with a basement to be approved and stamped by a California licensed architect or engineer i
intended to assure that both the structural design and prescriptive requirement of the code are properly
utilized and presented and therefore need to be incorporated into the code to assure that neva buildings
and structures, and additions or alterations to exciting buildings or structures are designed and
constructed in accordance with the scope and objectives of the California Residential idential Code.
2016 Edition of the Califomia Building Cade Page 60 of 118
2016 Edition of the Califomia Residential Code Final Vernon: 08/0512010
2016 Edition of the Califomia Green Building standards Code Updated Version: 0312312016
2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 L RU P R3-02. Section R301.1.4 is added to Chapter 3 of the 2016 Edition of the California
Residential Code to read as follows:
R301.1.4 ei r io designprovision 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 Section 1613.9 of the Building
Code.
RATIONALE:
Due to the difficulty of fire suppression vehicles accessing winding and narrow hillside properties and the
probabilities for future earthquakes in the Los Angeles region, this technical amendment is required to
address the special needs for buildings constructed on hillside Iodations. A joint Structural Engineers
Association of Southern California EA SC and both the Los Angeles County and Los Angeles City
Task Force investigated the performance of hillside building failures after the Northridge earthquake.
Numerous hillside failures resulted in loss of life and millions of dollars in damage. These criteria were
developed to minimize the damage to these structures and have been in use by both the City and County
of Los Angeles for several years with much success. This proposed amendment is a continuation of an
amendment adopted during previous code adoption cycles.
FINDINGS:
Local Topographical and Geological Conditions — The greater Los Angeles region is a densely populated
area having buildings and structures constructed over and near a vast array of fault systems capable of
producing major earthquakes, including but not limited to the recent 1994 Northridge Earthquake.
Additionally, the topography within the Los Angeles region includes significant hillsides with narrow and
winding access that makes timely response by fire suppression vehicles challenging and difficult. The
proposed modification establishes design parameters to better mitigate and limit property damage that
are the results of increased seismic forces which are imparted upon hillside buildings and structures 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 Residential Code.
2016 Edition of the Califomia Building Code Page 61 of 118
2016 Edition of the Califomia Residential Code final Version: 0810612016
2016 Edition of the California Green Building Standards Code Updated Version: 0812812016
2016 LUP -0. Items 1, 3 and 5 of Section F01.2.2.2.5 of the 2016 Edition of the California
Residential Code are amended to road as follows:
1. 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.
fOUF times the nemi,nal d-elorth ef the weed... IFIGmr- inictR AFe peffnitted te spippeFt bFaeed wall panels
th=t am ni it ref Q,Ana mil hr -Pr ipd lAl rt nni hAinl�l1 nrrt;r61twi th
■ #
+
+
Rails
tap.guht 1. 6-d
. When the end of a braced wall panel occurs over an opening in the wall below- nd ends at
of plane as psa=W
klIew 81 bl 1€h r* r #in-itern 1
+
in
+ +
R602 711� shall apply- and
i
' 10 cd t #
ef
ttxW
.pening +
. Where portions of a floor level are vertically offset.
2016 Edition of the Califomia Building Code Page 62 of 118
2016 Edition of the Califomia Residential code Final Version: 08105/2016
2016 Edition of the California Green Building Standards code Updated Version: 0818/201
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
11VqL�
With the higher seismic demand placed on buildings and structures in this region, precautionary steps are
proposed to reduce or eliminate potential problems that may result by limiting the type of irregular
conditions specified in the California Residential Code. Such limitations aro intended to reduce the
potential structural damage expected in the event of an earthquake. The cities and county of the Los
Angeles region has taken extra measures to maintain the structural integrity of the framing of the shear
galls and all associated elements when designed for high levels of seismic loads.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a denser populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
amendment limits the type of irregular conditions within buildings that may lead to higher structural
damage during a seismic event and therefore needs 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 Residential Code and
consistent with the requirements in the ASCE 7-10.
2016 Edition of the California Building Code Page 63 of 118
2016 Edition of the Califomia Residential idential Code Final Version: 081051201
2016 Edition of the California Green Building Standards Code Updated Version: 08!2312018
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUCP R3-04. Section 8301.2.2.3.8 is added to Chapter 3 of the 2016 Edition of the California
Residential Code to read as follows:
R301.2.2.3.8 Anchorage of Mechanical, Electrical: or Plumbing components and Equipment.
Mechanical, electrical, or plumbin-q 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 ABLE 7, except where the component is positively attached to the structure
and flexible connections are provided between the component and associated ductwork, piping, and
conduits and either - -�- -
1. The component wei-ghs 400 Ib (1,780 I) or lass and has a center of _mass located 4 ft (1.22 rn) or
lass above the supporting structure; or
. The component vwrei hs 20 Ib 89Nor less or, in the case of a distributed system, 5 Ib1ft 3 N/rn
or less.
RATIONALE:
There is no limitation for weight of mechanical and plumbing fixtures and equipment in the California
Residential Code. Requirements from ASCE 7 and the California Building Code would permit equipment
weighing up to 499 lbs. when mounted at 4 feet or less above the floor or attic legal without engineering
design. Where equipment exceeds this requirement, it is the intent of this proposed amendment that a
registered design professional be required to analyze if the floor support is adequate and structurally
sound.
FINDINGS:
Local Geological Conditions - The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to limit the equipment weight is intended to reduce injuries, save lives, and minimize
structural damages and therefore needs 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 Residential Code.
2016 Edition of the califomia Building Code Page 64 of 11
01Edition of the Califomia residential Code Final Version: 081010
2016 Edition of the Califomia Green Building Standards Code Updated Version: 0812812010
2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
2016 LARUCP P 4-01. Section R401.1 of the 2016 Edition 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. 1) shall meet the
provisions of Section R322. Wood foundations shall be designed and installed in accordance with A 11C
F'1!1lI= .
Exception: The provisions of this chapter shall be permitted to be used for wood foundations only in
the following situations:
1. to buildings that have no more than two floors and a roof.
. When interior basement and foundation walls are constructed at intervals not exceeding 50
feet (15 240 mm).
Wood foundations in Seismic Design Category Do, D, or D2 shall Asa ed 'R 2GGeFdanGe with
not be permitted.
pted
Exception: In non -occupied, single -story, detached storage sheds and similar uses other than
carport or garage, provided the Boss floor area does not exceed 290 square feet, the plate height
does not exceed 12 feet in height above the rade plane at any point, and the maximum roof
prosection does not exceed 24 inches.
RATIONALE:
No substantiating data has been provided to show that good foundation is effective in supporting
buildings and structures during a seismic event while being subject to deterioration caused by the
combined detrimental effect of constant moisture in the soil and wood -destroying organisms. Hood
foundation, when they are not properly treated and protected against deterioration, have performed very
poorly and have led to slope failures. Most t contractors are typically accustomed to construction in dry and
temperate weather in the Southern California region and are not generally familiar with the necessary
precautions and treatment of wood that makes it suitable for both seismic event and wet applications. The
proposed amendment takes the precautionary steps to reduce or eliminate potential problems that may
result in using wood foundation that experience relatively rapid decay due to the fact that the region does
not experience temperatures cold enough to destroy or retard the growth and proliferation of wood -
destroying organisms. However, an exception is made for non -occupied, single -story storage structures
that pose significantly less risk to human safety and may utilize the wood foundation guidelines specified
in this Chapter. This proposed amendment is a continuation of an amendment adopted during previous
code adoption cycles for the California residential Code.
FINDINGS:
Local Climatic and Geological Conditions =-- The greater Los Angeles region its a densely populated area
having buildings and structures constructed over and near a vast array of fault systems capable of
producing major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. In
addition, the region is within a climate system capable of producing major winds, fire and rain related
disasters, including but not limited to those caused by the Santa Aria winds and El Nino or La Nina)
subtropical -life weather. This region is especially susceptible to more acture termite and wood attacking
insects and microorganisms. The proposed modification to prohibit the use of wood foundation systems
as well as limit prescriptive design provisions in an effort to mitigate potential problems or deficiencies
due to the proliferation of wood -destroying organisms and therefore need to be incorporated into the code
to assure that neve buildings and structures and additions or alterations to existing buildings or structures
2018 Edition of the California Building Code Page 65 of 118
2016 Edition of the California Residential Code f=inal Version: 0810512016
2016 Edition of the California Green Building standards Code updated Version: 0812312010
2016 EDITION OF THE LOS ANGELES REGION UNIF RM CODE PROGRAM
AM
are designed and constructed in accordance with the scope and objectives of the Californias F esidenti i
Code.
2016 Edition of the California Building Code Page 66 of 118
2016 Edition of the California Residential Code Final Version: 08/061201
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
2016 EDITION OF THE Los ANGELES REGION IO UNIFORM CODE PROGRAM
2016 LARUCP R4-02. Sections R403.1.2, f 0 .1. . and R403.1.5 of the 2016 Edition of the California
Residential Code are amended to read as follows -
R403.1.2
ollows:
f .1. Continuous footing in Seismic Design Categories Do, D, and D2. Exterior walls of buildings
located in Seismic Design Categories Do, D, and D2 shall be supported by continuous solid or fully
grouted masonry or concrete footings. .
avr_oard a luith ar-csarif cl ann*magarinn nr-Ante All required interior braced gall panels Jr1 buildings
located in Seismic Design CategoriesD, D and D �; n En f�� 1045 240
. i ire 1AIWnh all bFaGed
t,► �, r, r-, I .n • , shall be supported on continuous foundations.
R403.1.3.6 Isolated concrete footings. In detached ono- and two-family dwellings
Design Category A, B, or D that are three stories of lass in height and constructed
walls, isolated plain concrete footings supporting columns or pedestals aro permitted.
located in Seismic
with stud bearing
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 1 0 -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 Da D, or D_ stepped footin-gs shall be reinforced
with four No. 4 rebar. Two bans shall be place at the top and bottom of the footings as shown in Figure
lg.'1.. -
IRECONSUM. > b
a
-94 REBS UOP & BM N
[E Jill ffl
fill M III Mmdbd
STEPPED FOUND.& MONS
FIGURE R403.1.5
STEPPED FOOTING
RATIONALE:
2016 Edition of the California Building code Page 67 of 118
2016 Edition of the Califomia Residential Code Final Version: 0810512016
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
V ith the higher seismic demand placed on buildings and structures in this region, precautionary steps are
proposed to reduce or eliminate potential problems that may result for under -reinforced footings located
on sloped surfaces. F equidng minimum reinforcement for stepped footings is intended to address the
problem of poor performance of plain or under -reinforced footings during a seismic event. Furthermore,
interior walls can easily be called upon to resist over half of the seismic loading imposed on simple
buildings or structures. Without a continuous foundation to support the braced wall line, seismic loads
would be transferred through other elements such as non-structural concrete slab floors, good floors, etc.
The proposed change is to limit the use of the exception to structures assigned to Seismic Design
Category A, B or C where lower seismic demands are expected. Requiring iinterior braced walls be
supported by continuous foundations is intended to reduce or eliminate the poor performance of buildings
or structures. This proposed amendment is consistent with an amendment adopted during previous code
adoption cycles for the California Residential Code.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to require continuous footings under braced wall lines, require reinforcement in one- and two-
family dwelling, and minimum reinforcement in stepped footings will improve performance of buildings or
structure during a seismic event and minimize potential problems or deficiencies and therefore reed to be
incorporated into the code to assure that new buildings and additions to existing buildings are designed
and constructed in accordance with the scope and objectives of the California Residential Code.
2016 Edition of the Califomia Building Code Page 68 of 118
2016 Edition of the Califamia Residential Code Final Version: 0810512016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 08/23/2016
2016 EDITION OF THE LOS ANGELES E ION UNIFORM CODE PROGRAM
01 LA RU C P R4-03. Section R404.2 of the 2016 Edition of the California F esidential Code is amended
to read as foliows:
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 Designer or o,
D, or D 1
M: 010X1.111=9
No substantiating data has been provided to show that wood foundation wall is effective in supporting
buildings and structures during a seismic event while being subject to deterioration caused by the
combined detrimental effect of constant moisture in the soil and wood -destroying organisms. Wood
foundation walls, when they are not properly treated and protected against deterioration, have performed
very poorly and have led to slope failures. Most contractors are typically accustomed to construction in
dry and temperate weather in the Southern California region and are not generally familiar with the
necessary precautions and treatment of wood that ,rakes it suitable for both seismic event and wet
applications. The proposed amendment takes the precautionary steps to reduce or eliminate potential
problems that may result in using wood foundation walls that experience relatively rapid decay due to the
fact that the region does not experience temperatures cold enough to destroy or retard the growth and
proliferation of wood -destroying organisms. This proposed amendment is consistent with an amendment
adopted during previous code adoption cycles for the California Residential idential Code.
FINDINGS:
Local Climatic and Geological Conditions — The greater Los Angeles region is a densely populated area
having buildings and structures constructed over and near a vast array of fault systems capable of
producing ,major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. In
addition, the region is 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. This region is especially susceptible to more acture termite and good attacking
insects and microorganisms. The proposed ,modification to prohibit the use of wood foundation wall in an
effort to mitigate potential problems or deficiencies due to the proliferation of wood -destroying organisms
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 residential Code.
2016 Edition of the California Building Code Page 69 of 118
2016 Edition of the California Residential Code Final Version: 081051201
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2018 LARUCP R6-01. Section R501.1 of the 2016 Edition 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 ecluipment shall be attached (or anchored) to the
structure in accordance with Section R301.2.2.3.8
RATIONALE:
There is no limitation for weight of mechanical and plumbing fixtures and equipment in the California
Residential Code. Requirements from ASCE 7 and the California Building Code would permit equipment
weighing up to 400 lbs. when mounted at 4 feet or less above the floor or attic level without engineering
design. Where equipment exceeds this requirement, it is the intent of this proposed amendment that a
registered design professional is required to analyze if the floor support is adequate and structurally
sound.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge a Earthquake. The proposed
modification to limit the equipment weight is intended to reduce injuries, sane lures, and minimize
structural damages and therefore reads 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 Residential Code.
2010 Edition of the California Building Code Page 70 of 118
2010 Edition of the Califomia Residential Code Final Version: 08/05/2016
016 Edition of the California Green Building Standards Code Updated Version: 081231201
2016 EDITION of THE LOS ANGELES REGION U IF M CODE PROGRAM
2016 LARD P R5-02. Section R503.2.4 is added to Chapter 5 of the 2016 Edition of the California
Residential Code to read as follows:
R503.2.4 OpeningsIn horizontal diaphragms. Openin s in horizantaldna-phr qms with a dimension
perpendicular to the foist that is greater than 4 feet (1.2 m) shall be constructed in accordance with Figure
1503.2.4.
PLYWOOD SHEATHING
Ole
t
DIAPHRAGM OPENING
.0 yeew
.01 r
Is,r' i i dj
40
e� ., Jed, -,or" I � � r 11� r r 4P
-fieZ A
0 A V i
4P le .1 '� OF s� r #
� or d
00
opop 00or OF -00 P 40 OF
;WP dr
*lop
jopd' OOF
do, lop de
dA /le OSI
op e
r � 1 I
r I -
ifr'� ge
40
.01 Z+, ��
do
do, r
i
VP 1r �1 15, J0
r
METAL TIE 1 GDA. X 1 1 • x X-Ou MIN., (4 TOTAL)
W/ 16-16d COMMON NAILS As SHOWN
-OR-
M STAL
OR-MSTAL TIE 16 Gk X 1 112" x (0 P EN ING w10TH + "-0') FAIN.,
(2 TOTAL) W1 4-16d COMMON NAILS
For S 1. 1 inch = 25.3 mm. I foot s 04.8 mrn.
ri �
Ii r
0
4-1 r I
N +
,e
i Jor
a. Blockincis shall be provided be and headers.
b. Metal ties not less than 0.088 inch 1.47 mm (16 galvanized gage)tby 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 M Pa).
c. Openings in dip hra ms shall be further limited in accordance with Section R301.2.2.2.5.
FIGURE R503.2.4
OPENINGS IN HORIZONTAL DI PHr A M
RATIONALE:
ALE:
Section R502.1 0 of the Code does not provide any prescriptive criteria to limit the maximum floor opening
size nor does Section R503 provide any details to address the issue of shear transfer near larger floor
openings. With the higher seismic demand placed on buildings and structures in this region, it is important
to ensure that a complete load path is provided to reduce or eliminate potential damages caused b
seismic forces. Requiring blocking with metal ties around larger floor openings and limiting opening size is
consistent with the requirements of Section R301.2.2.2.5.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to require specific detailing at large floor openings is intended to address the poor
performance of floor diaphragms with openings and limit or reduce property damages during a seismic
2016 Edition of the California Building Code Page 71 of 118
2016 Edition of the California Residential idential Code Final Version: 08108!2016
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2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
event and therefore reeds 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 Residential Code.
2016 Edition of the California Building Code Page 72 of 118
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2016 Edition of the California Green Building Standards Code Updated Version- 081231201
2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUCP R6-01. Lines 35 and 36 of Table R602.3(1) of the 201Edition of the California
Residential Code are amended to read as follows:
TABLE 602.3(1)
FASTENING SCHEDULE—continued
ITEM DESC RIPTi0N DF BUILD NG EL EM ENTS NUM BE1 AND TYPE OF FASTENER". , c SPACING AND LOCATION
Floor
24
2 '! subflonr to foist oar girder
-1d bac ( � 4.135'x; or
_ 16d common X311 i' x.16 '�
Blind and face nit
25
2 "planks (plan[ & beam—floor & loci}
3-16d box /2" 0.135'x, or
2-16d common (31/2 ", x 0.102
teach bearing, face nail
3-16d common (31/2 " 0.162)
6
Band or rim joist to joist
4-10 box ( "x 0.128 ), or
4-3 "x 0.1 1 "nails; or
End nail
4-3" ' 14 ga. staples, 7/16 "crown
Od common 4 "x 0.192 )r or
Nail each layer as follows: 32'Jo.c.
at top and bottom and staggered.
10d box 'x 0.1 28 ); or
24 " ox, face nail at top and bottom
7
Built-up girders and beams, 2 -inch lumber
3 'x 0.131 "nails
staggered on opposite sides
lagers
And:
2-0d common (4 "x 0.192); or
3-10d box (3 " x 0.128 ); or
Face nail at ends and at each splice
3- 3 'x 0.131 "nails
4-16d box (3'12 "x 0.135'); or
28
Ledger strip supporting joists or rafters
3-16d common (3112" 0.162'); or
4.1Od box 3 'x 0.1 8'r or
At each dist or rafter, face nail
4 -3 "x 0.131 "nails
29
Bridging to,joist
-1Od "x 0.128'
Each end, tae rail
1 11
SPACING OF FASTENERS
ITEM
DESCRIPTION
OF BUILDING ELEMENT
NUMBER AND
TYPE OF FASTENERa �. �
(inches)" Edges
Intermediate
supports". e
O nche s)
Wood structural parcels, subnoor. roof and inted ar wail sheathing to framing and particleboard wail sheathing to fremIng
[see Table Rfi0 .3{3) for goad structural panel axterior~uwalI sheathing to wall framIngl
30
' rP_ 1 rt
6d common (2' 4.113 r) nail (subfloor, wall)`
6
12'
$
8d common (2112 " x 0.131 ) nail (roof)
31
X32 "– 1 "
8d common mail (21/2 "x 0.131
6
1
32 It'ise-11
1 „
10d common ( 'x 0.148 nail; or
" ')
6
12
8d (2112 x 0.1 1 deformed nail
0Uwr wall stsaWagg
33
1/2 "'structural cellulosic fiberboard
11/2 "galvanized roofing nail, 11 "head
3
sheathing
diameter, or 1 "crown staple 16 ga., 1114 "long
34
1732 "structural cellulosic
T7/ ; "galvanized roofing nail 11/ "head diame-
"crown "long
3
6
fiberboard sheathing
ter, or I staple 16 ga., 1114
� �
if2 "gypsum sheatC�lrl
ga nail' staple galvanized,
1112 galvanized roo
r, "r '
1112 long; 11/4 screws, Type W or
�
"T
T
ad
! "g psurrl sirio thing
13/ "galvanized roofing mail; staple galvanized,
l 5ls "lam; 15/s "� screws, Type W or
Wood structLaaI panels, combination subtfoor underfayment to framing
37l
`i "'and less
6d deformed (2 "x 0.120') nail; or
8d common (2112 " x 0.131 ' nail
6
12
38
'1 "– 1 "
d common / "x 0.131 " nail; or
Rd deformed (2112 " x 0.120 ) nail
6
12
9
11 r'^ 111 4
1 O ornmon (3 "x 0.148 ") mail; or
8d deformed (2112 "' x 0.120 ) nail
6
1 2
For Sk i inch = 25.4 mm, i foot = 304.8 mm, i mile per hour = 0.447 rrk 1 kst = 6.895 MPa.
2016 Edition of the Californias Building Code Page 73 of 11$
2016 Edition of the California Residential Code Final Version: 0310512016
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2016 EDITION of THE LOS ANGELES REGION ION UNIFO M CODE PROGRAM
TABLE > 60 .3(l)—continued
FASTEN ING 6cHEDULE
a. Nails are smooth -common, box or deformed shanks except where otherwise stated. flails used for Framing and shezilhing connections shall have minimum
average bending yl el d strengths as shown: 80 ksi for shank diameter of 0.192 i rich (gild common nail), 90 ksi for shank d iamete rs larger than 0.142 inch but
not urger than 0.177 inch, and 100 ksi for shank diameters of 0.142 Inch or less.
b. Staples ire 16 gage wire and have a mlrumum 71ls-inc h on diameter crown width.
c. N311s shall be spaced at Trot mare than 61nches o n center at al I supports where spares are 48 inches or greater.
d. Four -foot b -foot or 4 -foot by 9 -foot panels shall be applied vertically.
e. Spacing of fasteners not Included in this table shall be based an Table R602.3(2).
f. Where the ultimate design wind speed Is 130 mph or less, nails For attaching wood structural panel roof sheathing to gable end wall framing snail be spaced 6
inches an center, Where the ultimate design wind speed is greater than 130 mph. nails for attaching panel roof sheathing to intermediate supports shall be
spaced 0 inches on center far minimum 4 8 -inch dIstance from ridges, eaves and gable end walls: and 4 inches on center to gable end vwaII frarnirtg.
g. ypsum sheathing shall conform to ATI C 1396 and shall be installed in accordance with G A 253 Fiberboard sheathing shall conform to ATI C 208.
h. Spacing of fasteners an float sheathitrg panel edges appit es 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 bar Framing members and required blocking. Blocking of roof or flour
sheathing panel edges perpendicuI ar to tine frami ng members need not be provided except as required by other pr�ovi Ioas of this code. Fleur perimeter sha ll be
supported by fra mi ng mem b ers or sa I id blocking.
i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two tae nails an one side of the rafter and toe nal is From
the ceiling joist to top plate in accordance with this schedule. The toe nail ori the o pposite side of the rafter shaII not be required.
L Use of stastades in braced wail panels fall he prohibited in Seismic Design Category DpD,or Dr,
RATIONALE:
LE:
The Structural Engineers Association of Southern California EAOS and the Los Angeles City Joint
Talk Force that investigated the damages to buiidings and structures during the 19,94 Northridge
Earthquake recommended reducing allowable shear values in wood structural panel shear walls or
diaphragms that were not substantiated by cyclic testing. That recommendation was consistent with a
report to the Governor from the Seismic Safety Commission of the State of California recommending that
code requirements be "more thoroughly substantiated with testing." The allowable shear values for wood
structural panel shear walls or diaphragms fastened with staples are based on monotonic testing and
does not take into consideration that earthquake forces load shear wall or diaphragm in a repeating and
fuller reversible manner.
In September 2007, limited cyclic testing was conducted by a private engineering firm to determine if
wood structural panels fastened with staples would exhibit the same behavior as the wood structural
panels fastened with common nails. The test result revealed that wood structural panel fastened with
staples appeared to be much lower in strength and stiffness than wood structural panels fastened with
common nails. It was recommended that the use of staples as fasteners for wood structural panel shear
walls or diaphragms not be permitted to resist seismic fomes in structures assigned to Seismic Design
Category Do, D, and D2 unless it can be substantiated by cyclic testing.
This proposed amendment is a continuation of an amendment adopted during the previous code adoption
cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to plane design and construction limits on staples as fasteners used in wood structural panel
or diaphragms not substantiated with cyclic testing will help to maintain minimum quality of construction
and performance standards of structures 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 Californias Residential Code.
2016 Edition of the Califomia Building code Page 74 of 118
2016 Edition of the Califomia residential Code Final Version: 08!0612016
016 Edition of the caii omia Green Building Standards Code Updated Version: 08123/2016
2016 EDITION of THE LOS ANGELES REGION led UNIF F CODE PROGRAM
2016 L RU P -02. Footnote "b" of Table R602.3(2) of the 2010 Edition of the California Residential
Code is amended to read as follows:
b. Staples shall have a minimum crown width of 7/16 -inch an diameter except as noted. Use of stales in
rooffloor, subfloor, and braced wall panels shall be prohibited in Seismic Design Date o Do, Q,
Z .1%1101z1.I11=F
The Structural Engineers Association of Southern Californias ESC and the Los Angeles City Joint
Task Force that investigated the damages to buildings and structures during the 1904 Northridge
Earthquake recommended reducing allowable shear values in wood structural panel shear walls or
diaphragms that were not substantiated by cyclic testing. That recommendation was consistent with a
report to the Governor from the Seismic Safety Commission of the State of California recommending that
code requirements b "more thoroughly substantiated with testing." The allowable shear values for wood
structural panel shear walls or diaphragms fastened with staples are based on monotonic testing and
does not take into consideration that earthquake forces load shear wall or diaphragm in a repeating and
fully reversible manner.
In September 2007, limited cyclic testing was conducted by a private engineering firm to determine if
woad structural panels fastened with staples would exhibit the same behavior as the good structural
panels fastened with common nails. The test result revealed that wood structural panel fastened with
staples appeared to be much lower in strength and stiffness than wood structural panels fastened with
common nails. It was recommended that the use of staples as fasteners for woad structural panel shear
walls or diaphragms not be permitted to resist seismic forces in structures assigned to Seismic Design
Category Do, D, and D2 unIess it can be substantiated by cyclic testing.
This proposed amendment is a continuation of an amendment adopted during the previous code adoption
cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast arra} of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to place design and construction limits on staples as fasteners used in wood structural panel
or diaphragms not substantiated with cyclic testing will help to maintain minimum quality of construction
and performance standards of structures 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 Residential bode.
2016 Edition of the California Building Code Page 75 of 118
2016 Edition of the Califomia Residential idential Code Final Version: 0610612016
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
2016 EDITION OF THE LOS ANGELES REGION UNIF RM CODE PROGRAM
2016 LARUCP R6-03. Table R602.10.3(3) of the 2616 Edition of the California Residential Coda is
amended to read as follows:
TABLE 860,10.33)
BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
+ SOIL CLASS D
• WALL HEIGHT =10 FEET
10 PSF FLOOD DEAD LOAD
MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS
• 15 P F 1100FI EILING DEAD LOAD
R EQ UIR ED ALONG EACH BRACED WALL LINE."
• BRACED WALL LIME SPACING S FEET
Seismic Designf
Stacy Loatlon
Braced Wall Line-
Length
Method L.113"
Method OB
Methods
DVB, FB, PBS,
Method
Methods
O-�fPI
Category
(reeoc
PCP, Hpsd cs-
SF Be'f
WSP
CS -
10
2.5
2.5
2.5
1.6
1.4
0
30
40
5.0
7.5
10.0
5.0
7.5
10.0
5.0
7.5
10.0
3.2
4.8
6.4
2.7
4.1
5.4
50
12.5
12.5
12,5
8.0
6.8
IO
NP
4.5
4.5
3.0
,6
(townhouses only)
0
30
NP
NP
9.0
13.5
9.0
13.5
6.0
9.0
5.1
7.7
40
NP
18.0
18.0
12.0
10.2
50
NP
22.5
22.5
15.0
12.8
10
NP
6.0
6.0
4.5
3.8
20
IVP
12.0
12.0
9.0
7.7
9
NP
18.0
18.0
13.5
11.5
40
NP
24.0
24.0
18.0
15.3
50
IVP
30.0
30.0
22.5
10.1
10
NP
24 5.
1.8
1.6
20
IVP
" 11.0
-" 11.0
3.6
3.1
0
NP
$-.9 16.6
8-.3 16.6
5.4
4.
Ae�
0
IVP
4 ?2.0
44.4 22.0
7.2
6.1
50
Nle
44-917.6
4-3-,-8 27.E
9.0
7.7
10
NP
-5,4 NP
Nl'
3.8
3.
0
NP
44.4 NP
4" NP
7.5
6.4
D0
30
NP
4 P
4
11.3
9.
40
NP
244 NP
24-4 kR
1540
12.8
0
NP
249-4 INP
2-" IVP
18.8
16.0
10
0
NP
NP
44.4 NP
1'
5.3
10.5
4.5
9.0
30
IVF
2-" NP
4-9 P
15.8
13.4
0
IVY
494 LE
24.4 NR
21.0
X7.9
Li
50
IVP
3" hRI36-3
n
26.3
22.3
(continued)
2016 Edition of the California Building Cade Page 76 of 118
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2016 EDITION OF THE LOS ANGELES REGION UNIF RM CODE PROGRAM
TABLE R602.10.3(3) -continued
BRACING REQUIREMENTS UIREMENT BASED ON SEISMIC DESIGN CATEGORY
• SOIL CLASS D
• WALL HEIGHT= 10 FEET
• 10 P F FLOOR DEAD LOAD
MINI�Ei. M TOTAL LENGTH (FEET) OF BRACED WALL PANELS
• 15 P F IZOOFICEILTNG DEAD LOAD
REQUI RED ALO NG EACH BRACED WALL LIN E2
BRACED WALL LINE S PACIN 5 FEET
Seismicate
Story Location
Braved Wail Line
Length
{Method 1-113d
f
Method CB y
Mothods
DWB, FBr
Past PCP,
Method
I�lethods
C -WSP,
oesigrr
9 r
Oeetj
HP'S, CS-
SSP
CS-
i=go.�
10
IVF
-3-9 6.0
-3-.& 6.0
2.0
1.7
0
NP
12.0
� 1.0
4.0
3.4
0
40
IVP
NP
19.4 18.0
+LkG 24.O
9 4 18.0
4-2-.G 24.O
6.0
8.0
5.1
5.
50
IVP
4� 30.0
X 30.0
10.0
8.5
10
IVP
&.4 IIP
4.4 hT
4.5
3.
D1
0
30
IVP
NP
444 NP
4." NP
4
4" k2
9,0
13.5
7.7
11,5
40
NP
24-.9 NP
2" NP
18.0
1513
50
IVP
49-.4 NP
hT
22,5
101
10
IVP
NP
M
6.0
5.1
20
IVP
4 IVP
474 LT
12.0
10.2
30
NP
SVP
4&.-& a
18.0
15.3
}
40
NP
444
444 NP
24.0
20.4
Lj
50
NP
424 NP
4" M
30.0
25.5
to
NP
4 8.
4-. -
.5
2.1
0
IVP
8-9- 16.0
16.0
5.0
4.3
}
`
0
40
NP
NP
12.0 24LO
16.0 32.0
1-2 :0
144- 32.0
7.5
10.0
5.4
8.5
50
NP
29.9 40.0
M-0- 40.0
12.5
10.6
10
NP
NP
5.5
4.
20
0
IVP
IVP
4SA LT
2-24 LM
4 E
22-& M
11.0
15.5
9.4
14.0
40
NP
4" P
4&.-g IVP
22.0
18.7
50
IVP
47-& IVP
47-.6 NE
27.5
23.4
10
20
IVP
NP
NP
NP
NP
IVP
NP
IVP
NP
NP
0
IVF
NP
IVP
IVP
NP
40
IVP
NP
NP
IVP
IVP
50
NP
IVP
NP
NP
NP
10
IVP
NP
NP
7.5 i
5.4
0
IVP
1P
NP
15.0
12.8
Cripple wall below
30
NP
NP
IVP
22.5
19.1
orae- or two-story dwllln
40
IVP
NP
NP
30.0
25.5
50
IVP
NP
NP
37.5
31.0
a. Linear i€tterpolatian shall he permitted.
b. Wall bracing lengths are based on a soil site class T." Interpolation of bracing length between the S6 values associated with the seismic design categories
shall be pernxl tied when a site-specific S value is determined ire accordance with Section 1613.3 of the International Building Code.
c. Where the braved waI111ne Iength is greater than 50 Feet, braced wall lines sha]I be permitted to be divided into shorter segments having lengths of 50feet or
less, and the amount of bracing ithln each segment shall be in accordance with this table.
d. Method LIB shaII have gypsum hoard fastened to not less than one side with nails or screws In accordance with Fable 1R602. (1) for exterior sheathing or
`able 18702.3.5 for i nte ri or gyp su m board. S pa ci rg of fasteners at panel edges shall not exceed 8 inches.
e. Method CS -SF13 does riot apply 1n Seismic Design Categories E p, Dl and D 2-
L Methods GB and PCP braced wall panel hlw ratio shall not exceed 1:1 in SDC Dy, D I or D 7. Methods DVB SFB, PBS and EPS are clot p errnitt d in SDC
Dn, D, or D-)
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2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
RATIONALE:
Due to the high geologic activities in the Southern California area and the expected higher level of
performance on buildings and structures, this proposed local amendment increase the length and limits
the location where shear walls sheathed with lath, plaster or gypsum board are used in multi-level
buildings. In addition, shear walls sheathed with other materials are prohibited in Seismic Design
Category Do, D, and D2 to be consistent with the design limitation for similar shear walls found in the
California Building Code. The poor performance of such shear walls in the 1994 Northridge Earthquake
was investigated by the Structural Engineers Association of Southern California EAS and the Los
Angeles City Task Force and formed the basis for this proposed amendment. Considering that shear
walls sheathed with lath, plaster or gypsum board are less ductile than steel moment frames or wood
structural panel shear walls, the cities and county of the Los Angeles region has taken the necessary
measures to limit the potential structural damage that may be caused by the use of such walls at the
lower level of multi-level building that are subject to higher revels of seismic loads. This proposed
amendment 1s a continuation of an amendment adopted during the previous code adoption cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to increase the length and limit the location where shear walls sheathed with lath, plaster or
gypsum board are used will help to ensure that multi-level building will reach its performance objective in
resisting higher levels of seismic loads 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 Residential Code.
2016 Edition of the alifamia Building Code Page 78 of 118
2018 Edition of the Califamia Residential Code Final Version: 08/05!201
2016 Edition of the Callfomia Green Building Standards Code updated Version: 08128/2016
2016 EDITION OF THE LOS ANGELES REGION UI IF RM CODE PROGRAM
2016 LAE UDP R6-04. Table R602.10.4 of the 2016 Edition of the Caffornia Residential Code is
amended to read as follows,
TABLE RG .10.4
BRACING M ETH O D �
(conti n )
2016 Edition of the Callffomia Building Code Page 79 of 118
2018 Edition of time Califomia Residential Code Final Version: 081051201
2016 Edition of the California Green Building Standards Code Updated Version: 0812812016
CONNECTION CRITERIAD
!METHODS, MATERIAL
MINIMUM TFHCKNESS
FIGURE
Fasteners
Spacing
1 x 4 woW or
Wood: -8d common nails
load: per slid and
approved rental straps
of
tcq and boltom plates
LIM
Let- i
at 45' to angles For
3-8d ��'Ap' long x 0.113" dia.) nails
mcir
maximum
#-- ---rle
stud spay-ing
strap: lir rnanif;ciurer
manufacturer
`
'/,"0 - norninal) for
��
�
-8d (2 ton& 0.11 P0disk.) mails
ViL4Donal
maximum 4"
r
'f i� S�J,
o
Perstud
good boards
stud sp ng r,
"'
- P/," long staples
���SP
8d common ( 1 "'�c0,'li 31l)-nailrys# � �
p
nrni*y�+'4
"edges l?" fieId
77 d
�
edge _di stance to Pa BVI edcie T.
i'l.tci� ral panel
(See Section R604)
S+R
15320
###1111�111= I- ,
common �� 4 "x0.1 � � nails �
.�:_�,s...�� �._� _�,�._
SM" e0cpedistance to parcel edge .�. -.
� R edRe l " field
$ '-IT PII
Wood S.Lructural
" at panel edges
Panels with Stacie
III f'"
Se's' Ft uc R602. I Q6 5
8d common (2'/-. 0.13 1 nails
12" t intermediate
or Ma.sonf Veneersupports
4 at braced
(See Section
wall panel erid posts
MCI 1 {1.6.5)
l'I," long x 0.1 " dia, (for `l-" tlkk
SPS
tr��ctural
�1#" or 1 �"For
sl7eatbino 1314 - Iona, 0.1?" di .
lib* pard sheath- t11-
maximum l "'
�
(For 1132" thick sL-athin �
"cdrres 6" field
stud Spacing
galvani2ed r ofir nails or d L'� m mun
in n
a
(?iii_" Iorto x 0.131 "'dia.) nails
}
Nads or screws per Table 8602.3( I ) for
For a I braced % lI
exterior locations
panel locations: 7"
Gypsum hard
yl
�l,"
edge. (ineludfng top
a�td ��tt�ifk trla�c) �"
Fails or s''crews per Table 8702.3.5 for
ir►terar ]catort
field
PBSFor
l " or alp.. for
'I.", d common
Particleboard
maximum I
�
("' long 0. l 13" dia-) nails
`!,".
,�
3 riffs field
sl c*atl in
studs ern
l�
For d common
'�.."
c: Section R60
,�
,.-.-,
longi X 0+131'.dta.) nail
PCP
See Section R7 3.6 for
-
l'!#" long. 11 gage, 7116" dia.. head nail
oz. on all framing
Pordand
Cerrte t plaster
maximum 1
stud spino
of
'1," lonDCIL, 1 °age tapt€:S
m nlbefs
HP
'11,," for maximum 16"
0.[92" disk.. 0.' 25 " dia. hca€1 naiIi with
14ardb rd
��
stud spacing
length to accommodate 1'!,"
4" edges S" field
panel siding
��
penetration unto stuff
kBw
1/9"
Alternate.
ecdon 1 602.10.6.1
'
R�]602
i�
Section0.x.1
1 0
hrac:ed wall
.
(conti n )
2016 Edition of the Callffomia Building Code Page 79 of 118
2018 Edition of time Califomia Residential Code Final Version: 081051201
2016 Edition of the California Green Building Standards Code Updated Version: 0812812016
2016 EDITION OF THE LOS ANGELES REGION ION! UNIFORM CODE PROGRAM
AM
TABU 1 602.10.4—contlnued
BRACING LIETHODS f
For S 1: 1 inch = 25.4 mm, t Foot = 305 rrrm. I do we = 0.0175 rad. l pound p f square foot = 47.81 m2. 1 mite per hour = 0.447 m1s.
a. Adhesive attachment of wall sheathing, I nc tu d I ng Me thod OB, shaII not he perrWtied in Seismic Design Categories C, Dot DI and D2.
b. Applies to panels next to garage door opening where suppora ng gable end wall or roof load onl ►- Shall anly be used on one wall of the garage. In S eismIc
Design Categories Do, D1 and D2. roof covering dead load shall not exceed 3 psf.
c. Garage opening
.,s adjacent to a 1lrietha d - G panel still be pro +ided with a header in aecordartce with Table R6 0 2.5 (1). A fall-lleight clear opetring shall riot
be permitted adjacent to a Method C panel.
d. Method C - FB does not apply in Seismic Design Ca[ go ries Do, D and D2.
e. Method applies to detached one- and two-family dwetIIngs In S eismic Design Categories Dp through D2 onl .
f. iyiethods GB acrd PCP braced wall panel h/W ratio shall not exceed 1:1 in SD Q D,1, Dt, or D�,. Nfeth ods LIB. D WB, SFB, PBS. HPS. and PFG are nol
permitted in SDC D,n. Q. or DD,;
g_ U e of stwles in braced wall van els shall be prohibited in SDC D;�D °ter D�
RATIONALE:
ALE:
/8" thick 3 ply -plywood shear walls experienced man} failures during the Northridge Earthquake. Box
nails were observed to cause massive and multiple failures of the tarp -real 3/8" thick -ply plywood during
the Northridge Earthquake. This proposed amendment specifies minimum sheathing thickness, nail size
and spacing so as to provide a uniform standard of construction for designers and buildings to follow. This
is intended to improve the performance laver of buildings and structures that are subject to the higher
seismic demands and reduce and limit potential damages to property. This proposed amendment reflects
the recommendations by the Structural Engineers Association of Southern California (SEA08C) and the
Los Angeles City Joint Task Force that investigated the poor performance observed in 1994 Northridge
Earthquake.
In September 2007, limited cyclic testing was conducted by a private engineering firm to determine if
good structural panels fastened with staples would exhibit the same behavior as the wood structural
panels fastened with common nails. The test result revealed that good structural panel fastened wit}
2016 Edition of the California Building Code Page 80 of 11
2016 Edition of the Callfomia Residential Code Final Version: 08/05/2016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 0812312016
mrrERW
METHODS, MAWRIAL
MINIMUM
MINli4i1. M TH)eCKNE
RGURE
Fa s4a nGis
Spacing
PFH
Portal frune with..
0-—a
See Section R6(2. 10.6.2
SeTSccion R602-10.6.2
2
gold-down
F ..a
. �.
PFG�r
Porta! frame at a g
1� "
See Section R6W_ 10. 6.3
Sc Section R602.10.6.
- 'Sp
common( 1 "x0.1 31 ) nails- pef
30 edcie distance to panel edg eTable � ,
��d
6"g��s l'?" fold
ondnuousl sheathed
_.
wood srructffal panel
1513Z ad
comr on f2,J 'x0.131) nals c
f 2rr1 t0 anal a �-
6 -edge I?" field
.R
- r
Contrnuou ly sheathed
woodstructuralpanel
i
See Method C - P
See Method -�l` SP
adjacent to garaged
Continuously sheathed
See Section R602.10.6.4
Sec Section 8602.10.6.4
portal flame
15f32"
111, long x 0. l?" din.
Fr l"hiosheathing)
C
-
:1ry-or ! For_
l Ion 0. 12 dia.
�_,Z
3"edgyes 60 field
C�oatinuouslysheat hed
maximum 16"
(for thick sheathing)
stmetural fiberboard
stud %pacing
galvani d roofing nails or
d common
(?tlz" long X 0.131"&L) nvls
For S 1: 1 inch = 25.4 mm, t Foot = 305 rrrm. I do we = 0.0175 rad. l pound p f square foot = 47.81 m2. 1 mite per hour = 0.447 m1s.
a. Adhesive attachment of wall sheathing, I nc tu d I ng Me thod OB, shaII not he perrWtied in Seismic Design Categories C, Dot DI and D2.
b. Applies to panels next to garage door opening where suppora ng gable end wall or roof load onl ►- Shall anly be used on one wall of the garage. In S eismIc
Design Categories Do, D1 and D2. roof covering dead load shall not exceed 3 psf.
c. Garage opening
.,s adjacent to a 1lrietha d - G panel still be pro +ided with a header in aecordartce with Table R6 0 2.5 (1). A fall-lleight clear opetring shall riot
be permitted adjacent to a Method C panel.
d. Method C - FB does not apply in Seismic Design Ca[ go ries Do, D and D2.
e. Method applies to detached one- and two-family dwetIIngs In S eismic Design Categories Dp through D2 onl .
f. iyiethods GB acrd PCP braced wall panel h/W ratio shall not exceed 1:1 in SD Q D,1, Dt, or D�,. Nfeth ods LIB. D WB, SFB, PBS. HPS. and PFG are nol
permitted in SDC D,n. Q. or DD,;
g_ U e of stwles in braced wall van els shall be prohibited in SDC D;�D °ter D�
RATIONALE:
ALE:
/8" thick 3 ply -plywood shear walls experienced man} failures during the Northridge Earthquake. Box
nails were observed to cause massive and multiple failures of the tarp -real 3/8" thick -ply plywood during
the Northridge Earthquake. This proposed amendment specifies minimum sheathing thickness, nail size
and spacing so as to provide a uniform standard of construction for designers and buildings to follow. This
is intended to improve the performance laver of buildings and structures that are subject to the higher
seismic demands and reduce and limit potential damages to property. This proposed amendment reflects
the recommendations by the Structural Engineers Association of Southern California (SEA08C) and the
Los Angeles City Joint Task Force that investigated the poor performance observed in 1994 Northridge
Earthquake.
In September 2007, limited cyclic testing was conducted by a private engineering firm to determine if
good structural panels fastened with staples would exhibit the same behavior as the wood structural
panels fastened with common nails. The test result revealed that good structural panel fastened wit}
2016 Edition of the California Building Code Page 80 of 11
2016 Edition of the Callfomia Residential Code Final Version: 08/05/2016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 0812312016
2016 EDITION of THE LOS ANGELES REGION ION U IFORM CODE PROGRAM
staples appeared to be much lower in strength and stiffness than wood structural panels fastened with
common nails. It was recommended that the use of staples as fasteners for wood structural panel shear
walls or diaphragms not be permitted to resist seismic forces in structures assigned to Seismic Design
Category Do, D, and D unless it can be substantiated by cyclic testing.
This proposed amendment is a continuation of an amendment adopted during the previous cede adoption
circle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to place design and construction limits on stapled nail fasteners used in wood structural
panel shear walls not substantiated with cyclic testing and requiring minimum sheathing thickness and
nailing type and size will help to maintain minimum quality of construction and performance standards of
structures and therefore need to be incorporated into the code to assure that new buildings and additions
to existing buildings are designed and constructed in accordance with the scope and objectives of the
California Residential Code.
2016 Edition of the California Building Code Page 81 of 118
2016 Edition of the Callfomia Residential idential Code Final Version: 08105/2016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 08123/2016
2016 EDITION OF THE LOS ANGELES F E I N UNIFORM CODE PROGRAM
A
2016 LARD P R6-05. , Figure R602.10.6.1 of the 2016 Edition of the California Residential Code i
amended to read as follows:
k-
Uj
t
15132" 513 "
111N.44 --WOOD
STRUCTURAL PANEL
SHEATHING ON ONE FACE
1.1m L rod PPIMNG MIN
DOUBLE STUDS REQUIRED
(2) H 0 ILD -DGVVN OR (2) ST RA P -T -Y PE
ANCHORS PER TA SLE FZ602.10,6.1 (C
OF EACH SHOWN FOR CLAFtfTY1
STRAP-TNP E MINORS SHALL BE
PERMITTED TO BE ATTACHED OVER
THE WOOD STRUCTURAL PANEL
PANEL MUST I? E ATTACHED
TO CONCRETE FOOTING OR
C0NCRE TE F0UNDATION
WALL COhMNUOUS OVER
BRACED ED MALL LINE
I ) ti - QIAHE TEFF ANCHOR
BOLTS LOCATED BETWEEN
AND 12``OFE CH EPO OF
THE 3 EGLI ENT
RATIONALE:
PANEL LSNOTH PER TOP PLATE SHALL BE CONTNUOUS
TABLE R602 M5
SER BRA ED WALL_PANEL
17, 1
1 #
■ �i �� � � �� �� •ice �f �F �
f qg
FOR PANEL SP1UCIE (IF NEEDED)
ADJOIN NG PAN1ELEDGES SHA LL%IEET
OVER AND BE FASTENED TO C UILI ON
FRAMING
D COMMoN OR 6 ALY, 13 e3mrNAILS @ V
0. C, AT PANEL EDGES. FOR SINGLE
STONY AND Ca 4- D,O+ PANEL EOGES
FOR THE FIRST OF 2 STORIES
STUD'S UNDER HEADER AS REQUIRED
SID CC2AM0N G A NAILS @ I
O.C_ AT INTERIOR SUPPORTS
PAIN, REIPJF ORCI PIC OF FOUINEIAT10N.
ONE 94 BAR TOP MID 80TTOI,I. LIP
SA RS ?AJ NYJ IJ1J.
2"
MINILIUM FOOTING SIZE UHUE
OPENING 19 1T X 1T
.. 1A
FIGURE 1602.10.6.1
METHOD ABW---ALTERNATE BRACED WALL PANEL
3/8" thick 3 ply -plywood shear walls experienced many failures during the Northridge Earthquake. e. Box
nails were observed to cause massive and multiple failures of the typical 3/8" thick -ply plywood during
the Northridge Earthquake. This proposed amendment specifies minimum sheathing thickness, nail size
and spacing so as to provide a uniform standard of construction for designers and buildings to follow. This
is 'intended to improve the performance level of buildings and structures that are subject to the higher
seismic demands and reduce and limit potential damages to property. This proposed amendment reflects
the recommendations by the Structural Engineers Association of Southern California SEA and the
Los Angeles City Joint Task Force that investigated the poor performance observed in 1994 Northridge
Earthquake. This proposed amendment is a continuation of an amendment adopted during the previous
code adoption cycle.
FINDINGS:
2016 Edition of the Califomia Building Code Page 82 of 11
2016 Edition of the Califomia Residential Code Final Version: 081051201
2016 Edition of the Califomia Green Building Standards Code Updated Version: 08/2312010
2016 EDITION OF THE LOS ANGELES REGION IO UNIFORM CODE PROGRAM
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge a Earthquak e. The proposed
modification requiring minimum sheathing thickness and railing type and size will help to Maintain
minimum quality of construction and performance standards of structures and therefore need to be
incorporated into the code to assure that new buildings and additions to existing buildings are designed
and constructed in accordance with the scope and objectives of the California Residential idential Code.
2016 Edition of the Califomia Building Code Page 88 of 118
2016 Edition of the California Residential Code Final Version: 08106!201
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
2016 EDITION OF THE LOS ANGELES REGION UNIF RM CODE PROGRAM
AM
2016 LARUCP R6-06. Figure R602.10.6.2 of the 2016 Edition of the California Residential Code i
amended to read as follows:
11
04 1 EXTENT OF HEADER WITH DOUBLE PORTAL FRAVE 0-40 BRACED WALL PANELS) r
r
NO
'-1T FIN1*SH D AnDTH OF 0PEN IN0
FOR &NCAIIIII DOUBLE PORTAL
I
I M
F
i to'. Yk11'/. NET H ADER STEEL H EAD ER PRC+1lgrl-M
PACK=1 IS USED, PLACE ON SAL` S113E OF HEADER1FASTEN SHEATHING TO MEADER Yk9TH 8D
CO14 MON NAILS IN 3* GRIDPATTERN AS SHOWN
HEADER TO JA K -STUD STRAP PER TABLE i
I ' R602,10.6.4 ON BOTH SIDES OF OFENING
P]T
PPICSE SIDE OF SHEATHING
I
�Y� I
r.r I
MIN. DOUBLE 2X4 FRAMING COVERED WITH FAIN. I
i=�&:Tllilp({4y1�O��OtDSTRUCTURALPANELSHEAiTHpIi.'0 a
1 1 YUr I!7 80 IiIJ IYIM0N Y56 G -I I Y/h 4"1 [Y0X NAILS AT I
3" 0.C. IN ALL FRAMING (STU DS. 61-003N G, AND ;
SILLS) TV. r
TENSION STRAP PFR
TABLE R60? -10.5.4 (ON
OPPOSITE S1 GE OFA
SHEATHING)
IF NEEDED, PANEL
H � j=, 9
)PLICE EDGES SHALL
OCCUR OVER AND BE
■
+' �
NAILEDTOC:O41MON
BLO ACING VWMI IN THE
MIDDLE 4`OFTHE
�
PORTAL-LMyMEIG T.
ONE ROW OF 3' OZ.
�1 4
NAIL [N 0 IS REQ EIRED
�■; �
IN EACH PANEL ED G E.
a+a
TYPICAL PORTAL aM -0I
FRAME CONSTRUCTION-,, ■Ir! K
MIN. LENGTH OF PANEL PER TABLE 8502-10.5
NUN- () 3500 LB STRAP TYPE HOLO -DOWNS
(EMBEDDED INTO CONCRETE AND NAILED INTO
FRMNG)
M.1 N. REINFORCING OF F0UNDAM N, ONE #4 S AR
TOP AND BOTTOM CF FOOTING. LAP BARS
MIN,
AI
14UN- FOCMNC Sly UNDER OPENING IS 121x12'- h4�',-r,-�: P4;.-
DCA A rte[ RI I AW AI IF F% F& n 54
MIN (1) gJe DlAMETERANCHOR BOLTINS7ALLED PER
SEC+ f1 N 8403.1.5 - Vkf1T1 :4A 244::" PLATE WASHER
3III 22Sr
FRONT ELEVATION
For SL I Inch = 25.4 mm, 1 foot = 304.8 mm.
RATIONALE:
AL.E:
.� -
QF -j km as
` t
5.4141 tgig 0 t C+ u01 0 DO, AD,
IDE Plzp�
^ rrt
, n�;
FIGURE R602.10.6.2
METHOD PAH—PORTAL FRAME WITH HOLD-DOWNS
T DETA HED GARAGE 0 0 0 R OPENINGS
SECTIO]
FASTEN KING STUD
TO HEADER WrrH 8
16D SINKERS
FASTEN TOP
PLATE TO
HEADERWMi
TWO
ROY6 Of 16D
SIN1ER NAIL SAT
r O.C. TYR
MIN. ZALWOOD
STRUCTURAL
PANEL
SHEATHING
3/8" thick 3 ply -plywood shear walls experienced many failures during the Northridge Earthquake. Box
nails were observed to cause massive and multiple failures of the typical 316" thick 3 -ply plywood during
the Northridge Earthquake. This proposed amendment specifies minimum sheathing thickness, nail size
and spacing so as to provide a uniform standard of construction for designers and buildings to follow. This
is intended to improve the performance level of buildings and structures that are subject to the higher
seismic demands and reduce and limit potential damages to property. This proposed amendment reflects
the recommendations by the Structural Engineers Association of Southern California EAD and the
Los Angeles City Joint Task Force that Investigated the poor performance observed in 1994 Northridge
Earthquake. This proposed amendment is ar continuation of an amendment adopted during the previous
code adoption cycle.
FINDINGS:
Local Geological Conditions — The greater- Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification requiring minimum sheathing thickness and nailing type and size will help to maintain
minimum quality of construction and performance standards of structures and therefore meed to be
2016 Edition of the California Building code Page 84 of 118
2016 Edition of the Califomia Residential Code Final Version: 08/0612016
016 Edition of the Califomia Green Building Standards Code Updated Version: 0812312016
2016 EDITION[ OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
incorporated into the code to assure that neer buildings and additions to existing buildings are designed
and constructed in accordance with the scope and objectives of the California Residential idential Code.
2016 Edition of the California Building Code Page 85 of 11
2016 Edition of the alifamia Residential Code Final Version: 0810512016
2O16 Edition of the Califomia. Green Building Standards Code Updated Version: 08/2012016
2016 EDITION OF THE LOS ANGELES REGIO I N UNIFORM CODE PROG RAM
2016 L RUCP R6-07. Table R602.10.5 .10.6 f the 2016 Edition of the California Residential Code i
amended to read as follows:
TABLES R602.10.5
MINIMUM LENGTH OF BRACED WALL PANEL
METHOD I
(See Table R 0 .10.4)
a feet
MINIMUM UM LENGTHa
Onches}
Wall Height
9 feet 10 feet 31 feet
12 t t
CONTRIBUTINGLENGTH
(inches)
DA B, W P, SFB, PBS, PCP, HPS. BV-WSP
48
48
48
53
58
Actual
B
48
48
48
53
58
Double sided = Actual
Single sided = 0.5 x Actual
LIB
55
62
69
NP
ISP
Actua l
ABS
SDC A, B and C, ultimate
design
wind speed < 140 mph
28
32
34
38
42
8
SDC Do, D1 and D2, ultimate
design 32 32 34 QIP NP
wind speed < 140 mph
PFI
Supporting roof only
r 2a
44 24
i
4&
2A�
.243; 4r-
48
Supporting one story and roof 24 24 24 7e 29c
4
PFG
24
27
30
33d
36d
1. x Actual
24
27
30
33
36
Actual
.CS -PF
SDC ►,Band
1
18
20
22
4
1.5 Actual
SDC Do, Dt and D +3 24 24 2 4 4 LU Z41 24'
Actual
CS - P, C - FB
Adjacent clear opens ng, height
(inches)
64 24 27 30 33 36
Actuals
68 26 27 30 33 36
72 27 27 30 33 36
76 30 29 30 33 36
80 32 30 30 33 36
84 5 32 32 33 36
88 38 35 33 33 36
92 43 37 35 35 36
96 48 41 38 36 3
100 — 44 40 38 38
104 49 43 40 39
108 54 46 43 41
112 — 50 45 43
116 55 48 45
120 60 52 48
124 — — 56 51
128 61 54
132 66 58
136 — -- — — 62
140 — — — — 66
144 — — — 72
toms: 1 Inch = ZO.4 MM, 1 foot = JU41S mm, 1 mile per hour= U.441 MIS.
P = Not Permitted.
a. Linear interpolation shall be permitted.
b. Cine the actual lergth where it is greater than or equal to the minimum length.
c. M3x]mum header height for PFH is 10 feet is accord3nee with Figure R60 .10..2, but wall height shaII be permitted to be increased to t Z feet with pang wall.
d. kfaximum opening height Fo r P FG is 10 feet In accordance with Figure R60 2.10.6-3, butwall helghtshall be permitted to be Increased to 12 feet with parvy%val1.
e. hrfaximurnopening height for -PF is 10 feet in accordaace with Figure R6 .10..4, butwall height shall be permitted to be increased to 12 feet with ponywall.
2016 Edition of the Califomia Building Code Page 86 of 118
2010 Edition of the Califomia Residential Code Final Version: 0810512016
2016 Edition of the California Green Building Standards Code Updated Version: 0812312618
2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
RATIONALE:
It was observed by the Structural Engineer Association of Southern California EAO and the Los
Angeles City Task Force that high aspect ratio shear walls experienced many failures during the 1994
Northridge Earthquake. This proposed amendment provides a uniform standard of construction for
designers and buildings to follow. This is intended to improve the performance level of buildings and
structures that are subject to the higher seismic demands and reduce and limit potential damages to
property. This proposed amendment is consistent with an amendment adopted during the previous code
adoption circle for the California Residential Code.
FINDINGS:
:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification ensures that the structural integrity with respect to "maximum shear wall aspect ratios' is
maintained, therefore need to be incorporated into the code to assure that new buildings and additions to
existing buildings are designed and constructed in accordance with the scope and objectives of the
California Residential Code.
2018 Edition of the California Building Code Page 87 of 118
2016 Edition of the California Residential code Final Version: 081051201
2016 Edifion of the c lifomia Green Building Standards Code UpdatedVersion: 0812312016
2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
2016 LARUCP R6-08. Section R602.10.2.3 of the 2016 Edition of the California Residential Code is
amended to read as follows:
R602.10.2.3 Minimum number of braced wall panels. Braced gall lines with a length of 16 feet (4877
mm) or less shall have a minimum of two braced gall 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. No braced wall panel shall be lass than 48 inches in length in Seismic Desi��
Category Do, 1, or D.
RATIONALE:
Plywood shear galls with high aspect ratio experienced many failures during the Northridge Earthquake.
This proposed amendment specifies a minimum braced wall length to meet an aspect ratio consistent
with other sections of the Residential Code as to provide a uniform standard of construction for designers
and buildings to follow. This is intended to improve the performance level of buildings and structures that
are subject to the higher seismic demands and reduce and limit potential damages to property. This
proposed amendment reflects the recommendations by the Structural Engineers Association of Southern
California SEA S and the Los Angeles City Joint Task Force that investigated the poor performance
observed in 1994 Northridge Earthquake. This proposed amendment is consistent with an amendment
adopted during previous code adoption cycles for the California Residential Code.
FINDINGS:
Local Geological Conditions '-- The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification reduces the aspect ratio help to maintain minimum quality of construction and performance
standards of structures and therefore need to be incorporated into the code to assure that new buildings
and additions to existing buildings are designed and constructed in accordance with the scope and
objectives of the California Residential Code.
2016 Edition of the California Building Code Page 88 of 118
2016 Edition of the Califomia residential Code Final Version: 0810812016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 6312312016
2016 EDITION OF THE LOS ANGELES REGION ION U IFORM CODE PROGRAM
2016 LARD P R6-09. . Figure R602.10.6.4 of the 2016 Edition of the California residential Code is
amended to read as follows:
ilk F RAIANCt AUCY�S
1Y,DCD#TRIJCTLI!!ALPIL`tEt NAILS UPLATT. # i �APPLEEDACRM
S9.EAT! INd TO TCP ON SAJ40 OR ,� ;: fr IIHN0JC>e•'JTAIT4 �.
rOJC15T RfR .. CAPACITY Cf Er, LSS 11I .
CJST rz,nr: Qom} 3t M ;;
ti 1lr1I x1C �L p� a E=Tt�h#
lYOp7 STA IJDTWAL `� S4�fATraHG INC11AP !7 5'+00 Pare C15T
OVER RAISED VMD FLOOR • F RAlMIG ANCHOR OPTiO N
M"E.TI PORTAL SI-CAn-041;a C CE8rr0T LAP OYER SAN OR 8114 J13W)
TEfiTCP+FSCsXWITH DOk4SLEFOR TALARAME 3i'•'WO9PAMVYALLPAMFm
VWOCD STRUCTUPLAL
PMEL Std EAT PAN'3
+
EVEN T CF H W 4R W1 TW $44OtE PCATAL FRAMIS
C ommmLIDUS OVER SW44a
OR R:AI,CIST
..
I Ckfi BRAkCB 0 yY^" PAt-EL]
RM23(1)
.kPFRC*!Ei ar6mc
-15FINSH0 W10THOF�DPFJjW
RAL Sd.E
MR V-Nctl CR DOUBLE Pogru
PLATE TOJOW
7E?iBIGYl STRAP PER
FER hABLE
■i
P0104 &ALL
APPIZ BAN C
'Jr 1F,I I ST
EGRON
"CRONT
#P
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.�l �J' iii rX iUt.4-r1ETr IV.
..
ir. .I .
STEEL MEADER P1;CMU TED .'r% =- ._s0''r
97ACEDAALLUYE
/ +#
"] #
FAST +1 9'+EAT wIQ TO + EAU ER fA#TH ED I
COKV.Vi OR G^LIWANLZV3 Box KAJ S I% r G410 :
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..
PAML9
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F F-EEDED nAYtEL
FEADER TCJ•G TUU STRAPPER TAFLE
# I
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$PUC IE EU GE5 SHALL
0=1.A 434D EE
{ ?(
8502 Til) 84 ON BOTH SIDES OA OPE Y71Q # i
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C 3J rE.Si L`I<Off EwEArhrt
C—Mtht74 13LC CKRIG
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: I
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8LQ PLW4. Q4 a &LLB# LV'P.
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&IM LF-NQN Cr- PA" "PER TAUL.E-7".Cr=~ TO :
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l.1Y- 1 :.: DEALT EJR J PCH OR S LT5
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INSTALLED R IT y,0 �f><TN�±—F' ATii :.
"10 AIQ ;AZ K5TV01,
1M,►T►�Iii,. 0�y „ $ $
;
'9LUSLER OF .r.rte
STUD i Pfq TASLES
• .
Du OA 1),& ( 3)
11kcHDa soorsPEr;
OVE R C ONC RE TIE OR MASONRY 8LOCK FOU 110ATPD14
elgc7*P, RAC3 i a
ilk F RAIANCt AUCY�S
1Y,DCD#TRIJCTLI!!ALPIL`tEt NAILS UPLATT. # i �APPLEEDACRM
S9.EAT! INd TO TCP ON SAJ40 OR ,� ;: fr IIHN0JC>e•'JTAIT4 �.
rOJC15T RfR .. CAPACITY Cf Er, LSS 11I .
CJST rz,nr: Qom} 3t M ;;
ti 1lr1I x1C �L p� a E=Tt�h#
lYOp7 STA IJDTWAL `� S4�fATraHG INC11AP !7 5'+00 Pare C15T
OVER RAISED VMD FLOOR • F RAlMIG ANCHOR OPTiO N
M"E.TI PORTAL SI-CAn-041;a C CE8rr0T LAP OYER SAN OR 8114 J13W)
�1 PLATS id 6i
O,3CrST PIS i f ATTACM�SHI)EJ7A�TkTA9LE Pr 2241#O
# R ....., #D CGAfi," 1-JLSAT 3-
O -C TOP AFAR BOTTOM
-"'NO00 ETRUCMRALL P.ANELS*4EATMi-IG MVtAPP CNTLOSANDORR;U�CIST
RAISED VA31M FLOOR -OVERLAP OPInON
WR E4 POO TAL 9'4EATNa.1O LAPS OVER BA40 GA attM53wMj
FRUIT FLE ATI ?I
For S [. 1 incl = 35.4 inn I fm = 3o-4.8 mm.
RATIONALE:
PASTEN 7CPFNLATE TO
H C:.Ar7 ER WI-rR TNO
hI ALS A7 7 O -C- TYP.
SSR##4CQ
S1`PJCTU RAA PANG L.
*
i
VWOCD STRUCTUPLAL
PMEL Std EAT PAN'3
+
,*
C ommmLIDUS OVER SW44a
OR R:AI,CIST
..
�1 PLATS id 6i
O,3CrST PIS i f ATTACM�SHI)EJ7A�TkTA9LE Pr 2241#O
# R ....., #D CGAfi," 1-JLSAT 3-
O -C TOP AFAR BOTTOM
-"'NO00 ETRUCMRALL P.ANELS*4EATMi-IG MVtAPP CNTLOSANDORR;U�CIST
RAISED VA31M FLOOR -OVERLAP OPInON
WR E4 POO TAL 9'4EATNa.1O LAPS OVER BA40 GA attM53wMj
FRUIT FLE ATI ?I
For S [. 1 incl = 35.4 inn I fm = 3o-4.8 mm.
RATIONALE:
PASTEN 7CPFNLATE TO
H C:.Ar7 ER WI-rR TNO
hI ALS A7 7 O -C- TYP.
SSR##4CQ
S1`PJCTU RAA PANG L.
FIGURE R602.10.6.4
METHODCS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
3/811 thick 3 ply -plywood shear galls experienced many failures during the Northridge Earthquake. Box
tails were observed to cause massive and rnuitiple failures of the typical 318" this 3 -ply Plywood during
the Northridge Earthquake. This proposed amendment specifies minimum sheathing thickness, nail size
and spacing so as to provide a uniform standard of construction for designers and buildings to follow. This
is intended to improve the performance level of buildings and structures that are subject to the higher
seismic demands and reduce and limit potential damages to property. This proposed amendment reflects
the recommendations by the Structural Engineers Association of Southern California ES and the
Los Angeles City Joint Task Force that investigated the poor performance observed in 1994 Northridge
2016 Edition of the California Building Code Page 89 of 118
2018 Edition of the Californias Residential Code Final Version. 08/0812010
2016 Edition of the Califamia Green Building Standards Code Updated Version: 0812812018
PLATH T C] #aD�S T
..
RM23(1)
.kPFRC*!Ei ar6mc
OR RV -1 JO.ST
RAL Sd.E
PLATE TOJOW
FER hABLE
■i
APPIZ BAN C
'Jr 1F,I I ST
EGRON
FIGURE R602.10.6.4
METHODCS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
3/811 thick 3 ply -plywood shear galls experienced many failures during the Northridge Earthquake. Box
tails were observed to cause massive and rnuitiple failures of the typical 318" this 3 -ply Plywood during
the Northridge Earthquake. This proposed amendment specifies minimum sheathing thickness, nail size
and spacing so as to provide a uniform standard of construction for designers and buildings to follow. This
is intended to improve the performance level of buildings and structures that are subject to the higher
seismic demands and reduce and limit potential damages to property. This proposed amendment reflects
the recommendations by the Structural Engineers Association of Southern California ES and the
Los Angeles City Joint Task Force that investigated the poor performance observed in 1994 Northridge
2016 Edition of the California Building Code Page 89 of 118
2018 Edition of the Californias Residential Code Final Version. 08/0812010
2016 Edition of the Califamia Green Building Standards Code Updated Version: 0812812018
2016 EDITION of THE LOS ANGELES REGION IN UNIFORM CODE PROGRAM
AM
Earthquake. This proposed amendment is a continuation of an amendment adopted during the previous
code adoption cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angels region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification requiring minimum sheathing thickness a d nailing type and size will help to maintain
minimum quality of construction and performance standards of structures and therefore need to be
incorporated into the code to assure that new buildings and additions to existing buildings are designed
and constructed in accordance with the scope and abjectii es of the California Residential bode.
2016 Edition of the California Building Code Page 90 of 118
2016 Edition of the California Residential Code Final Version: 08105/2016
2016 Edition of the California Green Building Standards Code Updated Version: 08123!201
2016 EDITION OF THE LOS ANGELES REGION UNIFORM M CODE PROGRAM
2016 LARUCP R6-10. 0. Section R606.4.4 of the 2016 Edition of the California Residential Code i
amended to read as follows:
R606.4.4 Parapet walls. Unreinforced solid masonry parapet walls shall not be less than 8 inches (203
m thick and their height shall not exceed four times their thickness. Unreinforced hollow unit masonry
parapet walls shall be not less than 8 inches (203 mm) thick, and their height shall not exceed three times
their thickness. Masonry parapet walls in areas subject to wind loads of 30 pounds per square foot (1.44
kPa) or located in Seismic Design Category Do, D, or D2, or on townhouses in Seismic Design Category
C shall be reinforced in accordance with Section R606.12.
RATIONALE:
The addition of the ward "or" will prevent the use of unreinforced parapets in Seismic Design Category Do,
D, or D2, or on townhouses in Seismic Design Category C.
This proposed amendment is a continuation of an amendment adopted during the previous code adoption
cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1 E194 Northridge Earthquake. The proposed
modification to not allow the use of unreinforced masonry is intended to prevent non -ductile failures and
sudden structural collapses and therefore needs 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 Residential Code.
2016 Edition of the Califomia Building Code Page 91 of 118
2016 Edition of the California Residential Code Final Version: 081051201
2016 Edition of the Califomia Green Building Standards Code Updated Version: 08123/2016
2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LUDP F6-11. Section 1606.12.2.2. of the 2016 Edition of the California Residential Code is
amended to read as follows:
R606-12.2.2. 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
R n .i r R6C6.11 M and in accordance with the following:
1. Horizontal reinforcement. Horizontal joint reinforcement shall consist of at least twG cdina�
wa1T s ., t e,#G� ire in.G.nc_ r4 n22 QM.) ;n 1Aat least one No. 4 bar spaced not more than
8 inches (121 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 (121 mm). Vertical reinforcement shall be within 46-8 inches 06mm of
the ends of masonry walls.
1:71 d C•] %, 1, 1.1 4F�
Reinforcement using longitudinal wires for buildings and structures located in high seismic areas are
deficient and not as ductile as deformed relar. Having vertical reinforcement closer to the ends of
masonry walls help to improve the seismic performance of masonry buildings and structures.
This proposed amendment is a continuation of an amendment adopted during the previous code adaption
cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, , including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to increase reinforcements will ensure that the ductility requirements for buildings in high
seismic region meet the intent of the code and limit potential property damages 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 residential Code.
2016 Edition of the California Building Code Page 92 of 118
2016 Edition of the California Residential Code Final Version: 0810512016
2016 Edition of the California Green Building Standards Code [Updated Version: 08/2312016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LRUP l-12. Exception of Section F02..2 and Table R602.3.2 of the 2016 Edition of the
California Residential Cade is amended to read as follows:
Exception: In other than seismic Design date cry Dom, or D2, a single top plate used as an
alternative to a double top plate shall comply with the following: !
1. The single fop plate shall be tied at corners, intersecting walls, and at in-line splices in straight
wall lines in accordance with Table R602.3.2.
. The rafters or joists shall be centered over the studs with a toIera nce of not more than 1 inch
mm).
. Omission of the top plate is permitted over headers where the headers are adequately tied to
adjacent wall sections in accordance with Table 102..2.
TABLE 802.3.
SINGLE TOP -PLATE SPLICE CONNECTION DETAIL
For SL i inch = 25.4 mm, 1 foot = 304.8 mm.
RATIONALE:
The cities and county of the Los Angeles region have taken extra measures to maintain the structural
integrity of the framing of the shear wail system for buildings and structures subject to high seismic loads
by eliminating single top plate construction. The performance of modern day braced wall panel
construction is directly related to an adequate load path extending from the roof diaphragm to the
foundation system. A single top plate is likely to be over nailed due to the nailing requirements at a rafter,
stud, top plate splice, and braced wall panel edge in a single location. In addition, notching on a single
top plate for plumbing, ventilation and electrical wiring may reduce the load transfer capacity of the plate
without proper detailing. Majority of buildings and structures designed and built per the California
F esidentiai Code with a single top plate may not need structural observation and special inspections. The
potential construction mistakes mentioned above could not be caught and corrected by knowledgeable
engineers and inspectors, and could jeopardize structural performance of buildings and structures located
in high seismic areas.
This proposed amendment is a continuation of an amendment adopted during the previous code adoption
cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to eliminate the usage of a single top plate will help to maintain minimum quality of
construction and performance standards of structures 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 Residential
Code.
2016 Edition of the Califomia Building Code Page 93 of 118
016 Edition of the Califomia Residential Code f=inal Version: 081061201
2016 Edition of the Califomia Green Building Standards Code Updated Version: 0812812016
TOP -PLATE SPLICE LOCATION
CONDITION!
Corners and Intersecdng wads
8Utt,J01nts In straight walls
Splice plata size
i inlmum mails
each side of jolrit
Splice plate size
1
MInIrnu tti nails
each side of Joint
Structures in SDC A- ; ai9d in
" 6" 0.0360
(6) 8d box
' t n 0.0361
(1) d box
D, a ]
galvanized steel plate
1 "
I c 0.113` nails
galvanized steel plate
1 ��
1 0.11 mails
5 pae 1 igg-k6954h - -- -25- CAP;sifue
or equivalent
ar equivalent
R! s i n 8 tfffd Ext, V
g by Q.g
For SL i inch = 25.4 mm, 1 foot = 304.8 mm.
RATIONALE:
The cities and county of the Los Angeles region have taken extra measures to maintain the structural
integrity of the framing of the shear wail system for buildings and structures subject to high seismic loads
by eliminating single top plate construction. The performance of modern day braced wall panel
construction is directly related to an adequate load path extending from the roof diaphragm to the
foundation system. A single top plate is likely to be over nailed due to the nailing requirements at a rafter,
stud, top plate splice, and braced wall panel edge in a single location. In addition, notching on a single
top plate for plumbing, ventilation and electrical wiring may reduce the load transfer capacity of the plate
without proper detailing. Majority of buildings and structures designed and built per the California
F esidentiai Code with a single top plate may not need structural observation and special inspections. The
potential construction mistakes mentioned above could not be caught and corrected by knowledgeable
engineers and inspectors, and could jeopardize structural performance of buildings and structures located
in high seismic areas.
This proposed amendment is a continuation of an amendment adopted during the previous code adoption
cycle.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to eliminate the usage of a single top plate will help to maintain minimum quality of
construction and performance standards of structures 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 Residential
Code.
2016 Edition of the Califomia Building Code Page 93 of 118
016 Edition of the Califomia Residential Code f=inal Version: 081061201
2016 Edition of the Califomia Green Building Standards Code Updated Version: 0812812016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUDP -01. Section R803.2.4 is added to Chapter 8 of the 2016 Edition of the California
Residential idential Code to read as follows:
R803.2.4 Openings in horizontal dialghraggims. Openi,ngs in horizontal diaphragms shall conform with
Section 1593.2.4.
RATIONALE:
Section R802 of the Code does not provide any prescriptive criteria to limit the maximum roof opening
size nor does Section R803 provide any details to address the issue of shear transfer near larger roof
openings. With the higher seismic demand placed on buildings and structures in this region, it is important
to ensure that a complete load path is provided to reduce or eliminate potential damages caused b
seismic forces. Requiring biocking with metal ties around larger roof openings and limiting opening size is
consistent with the requirements of Section R301.2.2.2.5.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to require specific detailing at large roof openings is intended to address the poor
performance of roof diaphragms with openings and limit or reduce property damages during a seismic
event and therefore reeds 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 Residential Code.
2016 Edition of the California Building Code Page!34 of 11
2016 Edition of the California Residential Code Final Version: 08105!2016
2016 Edition of the California Green Building standards Code updated Version: 08/2812016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUCP RIO -01. Section R1001.3.1 of the 2016 Edition of the California Residential Code is
amended to read as follows:
81001.3.1 Vertical reinforcing. For chimneys up to 40 inches (1 016 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 R609. 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 101 mm wide, two additional No. 4 vertical bars
adequately anchored into the concrete foundation shah be provided for each additional flue incorporated
into the chimney or for each additional 40 inches (10 16 mm) in width or fraction thereof.
RATIONALE:
ALE:
The performance of fireplace/chimney without anchorage to the foundation has been observed to be
inadequate during major earthquakes. The lack of anchorage to the foundation can result in the
overturning or displacement of the fireplace/chimney.
FINDINGS:
Local Geological Conditions — The greater Los Angeles region is a densely populated area having
buildings and structures constructed over and near a vast array of fault systems capable of producing
major earthquakes, including but not limited to the recent 1994 Northridge Earthquake. The proposed
modification to anchor masonry chimneys into concrete foundation will reduce injuries, sage lures, and
minimize structural damages and therefore needs 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 residential Code.
2010 Edition of the califomia Building code Page 95 of 118
2010 Edition of the califomia Residential code Final Version: 08/05/2016
2016 Edition of the califomia Green Building Standards Code Updated Version: 08/23/2016
2016 EDITION OF THE LOS ANGELESREGION IO UNIFORM CODE PROGRAM
PART III
LARUCIP RECOMMENDED CODE AMENDMENTS TO THE
2016 EDITION OF THE CALIFORNIA GREEN BUILDING
STANDARDS CODE
(MANDATORY REQUIREMENTS)
2016 Edition of tete Califomia Building Code Rage M of 118
2016 Edition of the Callfomia Residential Code Final Version: 0810512016
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
2016 EDITION OF THE LOS ANGELES REGION UNIF F M CODE PROGRAM
SUMMARY F RECOMMENDED LARUCP AMENDMENTS TO THE 2016 DALG EEN
( 016
LA U D
No.
(E) 2013
LARUCP P
NO.
TITLEIDES IPTION STATUS
l -10
1-01
Add DAL G reen Section 101.12 Fee for M a nd ato ry Measur s
G2-10
1-02
Add CALGreen Section 101.'12.1 Fee for TIER Measures
3,1
2-1
Amend DALraan Section 202 Sustainability Definition
-1
3-01
Amend DALGra n Section 301.1 Scope R
-1
-02
Amend CALGreen Section 301.1.1 Additions & Alteration
-16
-01
Amend CALGreen Section 5.408.3 Excavated Soil and Lard Clearing l
Debris
FOOTNOTE:
1. R = Retain and update existing amendment, M = Modify existing amendment, D = Delete existing 2013 LARUCP amendment,
= New amendment proposed.
2016 Edition of the Califomia Building Code Page 97 of 118
2016 Edition of the California Residential Cade Final Version, 081061201
2016 Edition of the Califomia Green Building Standards Dade Updated Version: 0812312016
2016 EDITION of THE LOS ANGELES F E ION UNIFORM CODE PROGRAM
2016 LARD P 1-16. Section 101.12 is added to the 2016 Edition of the California Green Building
Standards Code to read as follows:
101. 12 Fee for M a n d ato ry Measures. A fee of tan percent (10%) of the plan chenklpermit fee shall be
assessed to verify compliance with the mandatory measure of this code.
OR ALTERNATIVELY
■
2016 LARUCP P 1-16. Section [INSERT NUMBER] is added to the [INSERT NAME OF CITY] Municipal
Code to read as follows.
INSEE T SECTION NUMBERI Fee for Mandatory Measures. A fee of ten percent 10% of the ian
the l /permit fee shall be assessed to erify_compliance with the mandatory measure of the California
Green Building Standards Code. -
RATIONALE:
Due to the extra work it will take staff to review and verify compliance with the measures in the new code,
a recommended fee of 10% of either the plan check and/or permit is proposed. While it is understood that
each jurisdiction must determine ghat fee i s appropriate for their municipality, the recommended 10% is a
starting point. This amount is based upon similar fees assessed for other supplemental reviews or
inspections such as for accessibility or energy compliance. It may be used as a basis for justifying the
proposed fees based upon comparison to other similar fees as indicated above.
FINDINGS
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards 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 Green Building
Standards Code.
2016 Edition of the Califomia Building Code Page 98 of 118
2016 Edition of the Califomia Residential Code Final Version: 08/0612016
2016 Edition of the Ca5fomia Green Building Standards Code Updated Version: 0812312016
016 EDITION OF THE LOS ANGELES REGION UNIF RM CODE PROGRAM
2016 LA U P 2-16. Section 101.12.1 is added to the 2016 Edition of the California Green Building
Standards Code to read as follows:
101.12.1 Fee for Tier Measures. When Tier 1 or Tier 2 measures need to be verified by the enforcing
ace ncv. an additional ten oeroent (10%) of the plan check/permit fee shalt be assessed.
OR ALTERNATIVELY
2016 L RU P 2-16. Section [INSERT NUMBER] is added to the [INSERT T IAME OF CITY] Municipal
ipal
Code to read as follows.
r1N EFT SECTION NUMBERI Fee for Tier Measures. When Tier 1 or Tier 2 measures need to be
verified by the enforcing agency, an additional ten percent (10%) of the plan check/permit fee shall b
aased_
RATIONALE:
Due to the extra work it will take staff to review and verify compliance with the measures in the new code,
a recommended fee of 10% of either the plan check and/ r permit is proposed. While it is understood that
each jurisdiction must determine wham fee is appropriate for their municipality, the recommended 10% is a
starting point. This amount is based upon similar fees assessed for other supplemental reviews or
inspections such as for accessibility or energy compliance. It may be used as a basis for justifying the
proposed fees based upon comparison to other similar fees as indicated above.
FINDINGS:
Local Administrative Finding -- This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not rewire an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards and therefore need to be incorporated into the code t
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 Green Building
Standards Code.
2016 Edition of the Califomia Building Code Page 99 of 118
2016 Edition of the Califomia Residential Code Final Version: 08/0612016
2016 Edition of the California Green Building Standards Code Updated Version: 08120/2016
2016 EDITION OF THE LOS ANGELES LEGION UNIFORM D DE PROGRAM
2016 LARUCP G3-16. Section 202 of the 2016 Edition of the California Green Building Standards Code
is amended to include the term "sustainability" that read as follows:
SUSTAINABILITY. Consideration of present development and construction impacts on the community=
the economy, and the environment without compromising the needs of the future.
RATIONALE:
CALGreen contains the word "sustainable" but does not define it. Although it is a term used in association
with green building, the word "sustainability, is often confused to mean the same as green building. The
proposed amendment allows clarity and distinguishing understanding while providing for a general
definition.
FINDINGS:
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17950.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards 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 Green Building
Standards Code.
2016 Edition of the California Building Code Page 100 of 118
2016 Edition of the California Residential Code Final Version: 08/05/2016
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
I
2016 L RU P G4-16. Section 301.1 of the 2016 Edition of the California Green Building Standards Code
is amended to read as follows:
301.1 Scope. Buildings shall be designed to include the green building measures specified a mandatory
-".WE I&A.Amedin this code. Voluntary green building measures are also included
in this coda the application checklists and may be included in the design and construction of structures
covered by this coda, but are not required unless they are adopted by a city or county as specified in
Section 10'1.7.
1A.A 4 C•] k'"T WzA
The proposed editorial change provides clarity and consistency for the application of CALG reen.
FINDINGS:
Local Administrative Finding — This amendment is necessary for administrative clarification. It does net
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
affective enforcement of green building standards and therefore need to be incorporated into tete 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 Green Building
Standards Code.
2016 Edition of the California Building Code Page 101 of 118
2016 Edition of the Califomia residential Code Final Version: 08/051201
2016 Edition of the alifornia Green Building Standards Code Updated Version: 0812812016
2016 EDITION OF THE LOS ANGELES REGION ION UNIF RM CODE PROGRAM
2016 LARD P G5-16. Section 301.1.1 of the 2016 Edition of the California Green Building Standards
Code is amended to read as follows:
Section 301.1.1 Additions and alterations. [H D] The mandatory provisions of Chapter 4 shall be
applied to additions or alterations of existing residential buildings-wh F ti e _ ddit.;Q-.g- GF alteratinns
.Code sections relevant to additions and alterations
shall only apply to the portions of the building being added or altered within the scope of the permitted
work.- --
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions
or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing
fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion,
certificate of occupancy or final permit approval by the local building department. See Civil Code
Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
Z 11% 1101 Z F1L�
This proposed amendment simplifies the language and increase the scope of application that requires the
CALreen Code to be applied to all residential projects. This section, as written, can only be applied to
an existing dwelling if the volume or size of the condition space is increased and does not encompass
interior remodels. This proposed amendment modifies the State language to require additions}
alterations, and interior remodels to comply With applicable sections of the CALGreen Code that are
relevant to the scope of work.
Studies have shown that new dwellings built equal to less than 10% of the total housing stock in the
State. Although new dwellings have complied with the CALGreen Code, the larger challenge is with
existing dwellings.
The bulk of California's energy is generated by aging power plants. Increasingly, the development and
application of alternate energy methods such as photovoltaics has wined market adoption. Coupling
these neve energy generation processes with energy saving measures in the California Energy Code will
allow jurisdictions, states or the federal government to potentially offset the need to construct new power
plants, which would equate to a savings of billions of tax -payer dollars.
Water conservation is addressed by the CALGreen Code by implementing more restrictive requirements
for landscape irrigation and plumbing fixtures.
Indoor air quality is addressed by the CALreen Code by implementing multiple limits for VC (volatile
organic compounds) in paints, sealants and construction adhesives and formaldehyde contents in
composite wood products. These new standards that restricts V C and formaldehyde contents have
shown to improve indoor air quality and minimize or eliminate occupant health issues related to sick
building syndrome.
FA Ilk FBI ILTE014
Local Environmental Condition — This amendment is necessary on the basis of a local environmental
condition. The majority of the building stocks in the greater Los Angeles region are existing dwellings. To
reduce the impact that the existing dwelling is having on energy, water, and air quality, this amendment
proposes to address compliance with the CALreen Code at the time when a permit is issued. Existing
buildings have been estimated to account for up to 0% of greenhouse gas emissions. This amendment
offset this impact on the communities by implementing more restrictive measures in the CALGreen Code,
whenever possible. Any residential projects that require a permit to be issued will be required to comply
writh only those sections that are relevant to the scope of work and thereby begin to contribute to
2016 Edition of the Califomia Building Code Page 102 of 118
2016 Edition of the Califomia residential Code Final Version: 08!05!2016
2016 Edition of the Califomia Green Building Standards Code updated Version: 0812312016
2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
improving the environment. This amendment established more restrictive green building standards for
improving the environment 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 Green Building Standards
Code.
2016 Edition of the California Building code Page 103 of 118
2016 Edition of the California Residential Code Final Version: 0810512016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 08123!2016
2016 EDITION of THE Los ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUGP G6-16. Section 5.408.3 of the 2016 Edition of the California Green Building Standards
Code is amended to read as follows:
5.408.3 Excavated soil and land clearing debris [BSC -CG] 100 percent of trees, stumps, rocks and
associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a
phased project, such material may be stockpiled on site until the storage site is developed.
Exception: Reuse, either on -or off-site* of vegetation or soil contaminated by disease or pest
infestation.
Motes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural
Commissioner and follow its direction for recycling or disposal of the material.
(www.cdfa.ca.gov/exec/ ounty/county conta t .html
. For a map of known pest and/or disease quarantine zones, consult with the California
Department of Food and Agriculture. www.cdfa.ca.gov
. Contaminated soil shall not be mused and shall be disposed of or remediated in accordance
with relevant regulations.
RATIONALE:
On occasions, projects are proposed on sites where the soil is contaminated and fall outside the scope of
a designated authority. The addition of Dote #3 provides a mechanism for a jurisdiction to require the
removal or remediation of contaminated soils within guidelines established by that jurisdiction or method
developed by the applicant and approved by that jurisdiction.
FINDINGS:
Local Administrative Finding — This amendment is Necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards 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 Green Building
Standards Code.
2016 Edition of the California Building Code Page 104 of 118
2016 Edition of the CalifGmia Residential Code Final Version: 0810812010
2016 Edition of the California Green Building standards Code Updated Version: 0812312016
2016 EDITION OF THE Las ANGELES REGION UNIFORM CODE PROGRAM
PART IV
LARUCP RECOMMENDED CODE AMENDMENTS TO THE
2016 EDITION OF THE CALIFORNIA GREEN BUILDING
STANDARDS CODE
(VOLUNTARY REQUIREMENTS)
2016 Edition of the Califomia Building Code Page 105 of 118
2016 Edition of the Calffomia Residential Code Final Version: 08/051201
2016 Edition of the Califomia Green Building Standards Code Updated Version: 08/2312016
2016 EDITION OF THE LOS ANGELES REGION UNIF RM CODE PROGRAM
SUMMARY Y F RECOMMENDED LARUCP AMENDMENTS TO THE 2016 CALGREEN
EEN
(N) 201
LARUCP P
NO.
(E) 2013
LAi U P
No.
TITLEMESCRIPTION
STATUS
Al -16
A4-01
Amend CALGreen Section A4.105.2 Reuse a of Materials
GA2-16
GA4-02
Amend CALGreen Section A4106.5 Cool Roof for Deduction of Heat
Island Effect
A3-1
GA4-03
Amend DAL Teen Section A4.303.4 i onwater Supplied Urinals and
Waterless Toilets
GA4-16
4-04
Amend CALGreen Section A4.404.3 Building stems
F
GA5-16
GA4-05
Amend CALGreen Section A4.405.1 Prefinished Building Materials
A6-16
4-07
Amend CALGreen Section A4.405.4 Use of Building Materials From
Rapidly Renewable Sources
D
GA7-16
GA4-08
Amend ALGreen Section A4.407.1 Drains a Around Foundation
"
aA4-GGnrtr1
Amesd 1_r:,�jaen e. an � �. intion VV8
..._� eta
D
AB -16
GA5-01
Amend CALGreen Section A5.106.4.1 Short Terre Bicycle Parkin
D
G 0,16
GA5-02
Amend CAL Teen Section A5.106.4.3 Changing Dooms
A10-16
A - 3
Amend CALGreen Section A5.106.6.1 Reducing Parking Capacity
Al 1-16
GA5-05
Amend CALGreen Section A5.406.1 Choice of Materials
D
FOOTNOTE:
1. R = Retain and update existing amendment, M = Modify existing amendment, D = Delete existing 2013 LARUCP P amendment,
New amendment proposed.
2016 Edition of the California Building code Page 106 of 118
2016 Edition of the California Residential code Final Version: 08/0512016
2016 Edition of the California Green Building Standards Code Updated Version: 08/23/2016
2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 UUCP GA11-1 . Section A4.1 0 5.2 of the 2016 Edition of the California Green Building Standards
Code is amended to read as follows:
A4.105.2 Neuse of materials. Use salvaged, refurbished or reused materials for a minimum of 2.5
percent of the total value, based on estimated cost of materials on the project. ,Materials which can be
easily reused include but are not limited to the following:
1. Light fixtures.
. Plumbing fixtures.
. Doors and trim.
. Masonry. reused masonry may only be used for flatwor�
. Electrical devices.
. Appliances.
7. Foundations or portions of foundations.
Note: Re material must be in compliance with the appropriate Title 24 requirements,
1:711 1 [or,, F.."F4
This section provides no guidelines for the percentage of materials to be recycled or reused to achieve
compliance with this section. The proposed editorial change provides a minimum percentage of material
that must be recycled or reused for the applicant to obtain compliance.
FINDINGS:
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not requite an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the Californias Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green Building standards 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 Green Building
Standards Code.
2016 Edition of the California Building Code Page 107 of 118
2016 Edition of the California Residential code Final Version: 0810512016
2016 Edition of the California Green Building Standards Code Updated Version: 08/2312016
2016 EDITION OF THE LCIS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUCP CA2-1. Section A4.106.5, Table A4.106.5.1(1), Table A4.106.5.1(2), Table
A4.106.5.1(3), and Table A4.106.5.1(4) of the 2016 Edition of the California Green Building Standards
Code are amended to read as follows:
.10 6.5 Coo[ roof for reduction of heat is[an d effect. F oofing materials for Tier 1 and Fier 2 buildings
shall comply with this section:
TABLE .'10..1(1)
TIER 1 — LOW-RISE RESIDENTIAL
IDENTIAL
TABLE A.10..1(2)
TIER 2 — LOIN -ITE RESIDENTIAL
MINIMUM 3 -YEAR
ROOF
ROOF
Cf IM AIR
ACED SOLAR
THERMAL
SLOPE
ZC*E
REFLECTANCE
EMITTANDE
SRI
2:1
2.121,
0.63
0.75
75
2:12
4445
0.20
0.75
1
TABLE A.10..1(2)
TIER 2 — LOIN -ITE RESIDENTIAL
TABLE A4.106.5.1(3)
TIED I — HIGH-RISE RESIDENTIAL
L
BUILDINGS, , HOTELS, AND MOTEL
MINIMUM -YEAR
ROOF
CLIMATE
ACED SOLAR THERMAL
ACED SOLAR
SLOPE
REFLECTANCE NCE EMITTANDE
SRI
2:12
EIIIIITTAN E
0-.660.66 85
7-982
2.121,
i �T
0-.2 0.26 85
2927
TABLE A4.106.5.1(3)
TIED I — HIGH-RISE RESIDENTIAL
L
BUILDINGS, , HOTELS, AND MOTEL
TABLE A4.106.5.1(4)
TIER 2 — HIGH -FTE RESIDENTIAL
BUILDINGS, HOTELS, AND MOTELS
MINIMUM 3 -YEAR
ROOF F
SATE
ACED SOLAR
THERMAL
SLOPE
ZCWE
REFLECTANCE TANCE
EIIIIITTAN E
SRI
2:12
Q1
550-63
0.75
647
2:12
2-45.
0.20
0.75
1
TABLE A4.106.5.1(4)
TIER 2 — HIGH -FTE RESIDENTIAL
BUILDINGS, HOTELS, AND MOTELS
RATIONALE:
Tables A4.106.5.1.1 3 A4.'106. .1.2, A4.106.5.1.3 and A4.106.5.1.4 are indicating new values for Cool roof
rating. These new values for cool roof rating are higher than the standards being proposed by the
California Energy Commission and have been shown to be cost-effective through studies previously
2016 Edition of theaCifomia Building Code Page 108 of 118
2016 Edition of the California Residential Code Final Version: 081081201
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
MINIMUM 3 -YEAR
ROOF
SATE
ACED SOLAR
THERMAL
SLOPE
ZAE
REFLECTANCE
ENIITTANDE
SRI
2:12
2_45
X0.68
9-.7-50.85
7462
2:1
--1
X0.2
0-.-7-50.85
2-027
RATIONALE:
Tables A4.106.5.1.1 3 A4.'106. .1.2, A4.106.5.1.3 and A4.106.5.1.4 are indicating new values for Cool roof
rating. These new values for cool roof rating are higher than the standards being proposed by the
California Energy Commission and have been shown to be cost-effective through studies previously
2016 Edition of theaCifomia Building Code Page 108 of 118
2016 Edition of the California Residential Code Final Version: 081081201
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
2016 EDITION of THE LOS ANGELES REGION IO UNIFORM CODE PROGRAM
conducted. Research has shown that the greater Los Angeles region suffers from heat island with the
temperature having increased as the region became more urban. The higher temperatures are closely
related to air pollution. Additionally, raising temperatures increase the overall and peak energy
consumption for doling creating additional air pollution from the increased power production.
FINDINGS:
Local Environmental Condition — This amendment its necessary on the basis of a local environmental
condition. The greater Los Angeles region [old NAME OF CITY OR REGION] is a densely populated area
where a majority of the building stoops are existing residential buildings. Existing dwellings have been
estimated to account for up to 0% of greenhouse gas emissions. This amendment offset this impact on
the communities by requiring addition or alteration to existing dwellings to comply with the CALGreen
Code. Any dwellings that requite a permit to be issued will be required to comply with only those sections
that are relevant to the scope of work and thereby begin to contribute to 'improving the enVironment. This
amendment established more restrictive green building standards for improving the environment 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 Green Building Standards Code.
2016 Edition of the Carifomia Building Code Page 100 of 11
2016 Edition of the California Residential Code Final Version: 0810612016
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LA>UP -1 . Section A4.393.4 of the 2016 Edition of the California Green Building Standards
Code is amended to read as follows:
A4.3 0 3.lonwater supp11ed urinals and composting toilets. Nonwater supplied urinals or composting
toilets are installed through out the scope of the permit or corn p1y with Sections 1101.1 thru 1101. 8 of the
California Civil Code, whichever is the most restrictive,
Where approved, [cybrid urinals, as defined in Chapter 2, shall be considered waterless urinals.
RATIONALE:
The proposed code does not stipulate the number of fixtures to be installed to achieve compliance. The
proposed editorial change clarifies the quantity of fixtures to be installed to comply with this code section.
FINDINGS:
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards 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 aro
designed and constructed in accordance with the scope and objectives of the California Green Building
Standards Code.
2016 Edition of the California Building code Page 110 of 11
2016 Edition of the Califomia Residential Code Final Version: 0810512016
2016 Edition of the California Green Building Standards Code Updated Version: 08/23/2016
2016 EDITION of THE LOS ANGELES REGION ION UNIFOF M CODE PROGRAM
2016 LARD P A -1 . Section A4.404.3 of the 2016 Edition of the California Green Building Standards
Code is amended to read as follows:
A4.404.3 Building systems. Use premanufactured building systems to eliminate solid sawn lumber
whenever possible. one or more of the following premanufactured building systems is used throughout:
1. Composite floor joist or premanufactured floor framing system
2. Composite roof rafters or premanufactured roof framing system
. panelized (SIPS, ICF or similar) wall framinig system
. Other methods approved by the enforcing agency
RATIONALE:
The proposed code does not stipulate the amount of premanufactured components to be installed to
achieve compliance. The proposed editorial change clarifies the quantity to be installed to comply with
this code section.
FINDINGS:
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards 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 Green Building
Standards Code.
2016 Edition of the Califomia Building Code Pagel 11 of 116
2016 Edition of the California Residential Code Final Version: 081061201
2016 Edition of the California Green Building Standards Code Updated Version: 08123!2016
2016 EDITION of THE LOS ANGELES REGION IO UNIFORM CODE PROGRAM
2016 LARD P GAS -16. Section A4.405.1 of the 2016 Edition of the California Green Building Standards
Code is amended to read as follows:
A4.405.1 Prefinished building materials. Utilize prefinished building materials which do not require
additional painting or staining Wh=pessible. One or more of the following building materials that do not
require additional resources for finishing are used:
1. Exterior trim not requiring paint or stain
. Windows not requiring paint or stain
. Siding or exterior wall coverings which do net require paint or stain
:.1%0Is] '1.144
The application statement allows for the applicant to stipulate that pre -finished materials are not possible
and still achieve compliance with the requirement. The editorial change removes the condition and
requires compliance to achieve credit.
FINDINGS:
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards 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 Green Building
Standards Code.
2016 Edition of the California Building Code Page 112 of 11
2016 Edition of the California Residential Code Final Version: 08/0512016
2016 Edition of the Califomia Green Building Standards Code Updated Version: 08!23!2016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROD RAM
2016 LAIUDP A6 -'I 6. Section A4.0. of the 2016 Edition of the California Green Building Standards
Code is amended to read as follow:
A4.405.4 U e of building materials from rapidly renewable sources. One or more of the following
materials manufactured from rapidly renewable sources or agricultural by-products is used for a minimum
of 2.5 percent of the total value, based on estimated cost of materials on the Prolect:
1. Insulation
2. Bamboo or cors
8. Engineered products
. Agricultural based products
. other products acceptable to the enforcing agency
Note: The intent of this section is to utilize building materials and products which are typically
harvested within a 1 0 -year or shorter cycle
RATIONALE:
This section provides no guidelines for the percentage of materials to be used from rapidly renewable
sources. The proposed editorial change provides a minimum percentage of material from a rapidly
renewable source that must be use for the applicant to obtain compIiarnce a rid receive credit.
FINDINGS:
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17988.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards 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 Green Building
Standards Code.
2016 Edition of the California Building Code Page 113 of 118
2010 Edition of the califomia Residential Code Final Version: 081051201
2016 Edition of the califomia Greer~ Building Standards Code Updated Version: 0812312016
2016 EDITION of THE LOS ANGELES REGION ION UNIFORM CODE PROGRAM
2016 LUDP CA7-1 . Section A.0.1 of the 2016 Edition of the California Green Building Standards
Code is amended to read as follows:
A4.407.1 Drainage around foundations. Install foundation and landscape drains which discharge to a
dry well, sump, Bios gale or other approved on-site location except when not required by state code or
locally approved ordinance.
RATIONALE:
This section does net tale into consideration the requirements of ether codes or ordinances. The
proposed editorial change addresses the requirements of other codes or ordinances and eliminates an
applicant's ability to achieve credit wh11e com ply[ ng with the requirement of another code.
FINDINGS:
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 1795$ and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards 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 Green Building
Standards Code.
2016 Edition of the California Building Code Page 114 of 11
2016 Edition of the California Residential Code Final Version: 08!0512016
2016 Edition of the Cafifomia Green Building Standards Code Updated Version: 081201201
2016 EDITION OF THE LOS ANGELES REGION U IF RM CODE PROGRAM
2016 L i U P -16, Section A6.106.4.1 of the 2016 Edition of the California Green Building
Standards Code is amended to read as follows:
A5.106.4.1 Rose ved. hurt -term bicycle pprking. If the project is anticipated to generate visitor traffic:
provide permanently anchored bicycle rack within 200 feet of the visitors' entrance readily visible to
passers-by, for 16 percent of visitor motorized vehicle_orking cepa it , With a minimum of one two -bike
capacity rack.
(RATIONALE:
This section for bicycle parking only requires 5 percent of the motorized vehicle parking capacity which i
equal to mandatory requirement In section .106.4.1. The editorial change to 15 percent increases the
requirement and removes an applicant's ability to obtain compliance in two different sections.
FINDINGS:
Local Environmental Conditions — This amendment is necessary on the basis of a local environmental
condition. The greater Los Angeles region [OR NAME OF CITY OR REGION] is a densely populated area
having congested streets and highways that results in increased atmospheric pollutions from acture and
idle vehicles. The proposed modification to increase other alternative means of transportation that is more
environmental friendly Will reduce bath traffic and pollution to the region and promote healthier living and
therefore need to be incorporated into the code to assure that neve 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 Green Building Standards Code.
2016 Edition of the California Building Code Page 115 of 118
2016 Edition of the California Residential Code Final Version: 0810812018
2016 Edition of the Califamia Green Building Standards Code Updated Version: 08/23/2016
2016 EDITION of THE LOS ANGELES REGION UNIFORM CODE PROGRAM
2016 LARUCP -'I . Table A5.106.4.3 of the 2016 Edition of the California Green Building Standards
Code is amended to read as follows:
A5.106.4.3 Changing rooms. For buildings with over 10 tenant -occupants, provide changing/shower
facilities for tenant -occupants only in accordance with Table A5.106.4.3 or document arrangements with
nearby changing/shower facilities.
TABLE A5.106.4.3
NUMBER of
2 -TIER (1291 X 15" X 7211)
TENANT-
SHOWER/CHANGING
PERSONAL EFFECTS
FACILITIES REQUIRED ED2
LOCKERS' 2 REQUIRED
-OCCUPANTS
-10
G1 unisex shower
01
11-50
1 unisex shower
1-100
1 unisex shower
101r--200
1 shower stall per gender
1 shower stall per gender for
One 2 -tier locker for each
Over 200
each 200 additional tenant-
50 additional tenant -
occupants
occupants
Mote: Additional information on recommended bicycle accommodations may be obtained
from Sacramento Area Bicycle Advocates
RATIONALE:
This table permits an applicant can obtain credit for installing zero changing rooms. By modifying the
requirement in the table, an applicant is required to install at least one clanging room to receive credit for
this section.
FINDINGS.
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.5 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards arta 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 Green Building
Standards Code.
2016 Edition of the califamia Building code Page 116 of 118
2016 Edition of the California Residential Code Final Version: 0810512016
2016 Edition of the California Green Building Standards Code Updated Version: 0812312016
016 EDITION N of THE LOS ANGELES REGION UNIF RM CODE PROGRAM
AM
2016 LA UCP A10-16. Section 6.166.6.1 of the 2016 Edition of the California Green Building
Standards Code is amended to read as follows:
A5.106.6.1 Deduce panting capacity. With the approval of the enforcement authority, employ strategies
to reduce on-site parking area by 20 percent b
1. Use of on street parking or compact spaces, illustrated on the site plan or
. implementation and documentation of programs that encourage occupants to carpool, ride sham
or use alternate transportation.
Note: Strategies for programs may be obtained from local TM s.
RATIONALE:
This section does not establish a minimum number of reduced parking spaces to achieve compliance,
only that the local authority approves the proposed reduction. The editorial change establishes a
minimum percentage to achieve a credit for this section.
FINDINGS:
Local Environmental Conditions — This amendment is necessary on the basis of a local environmental
condition. The greater Los Angeles region [OR NAME OF CITY OR FEiN] is a densely populated area
having congested streets and highways that results in increased atmospheric pollutions from acture and
idle vehicles. The proposed modification to increase other alternative means of transportation that is more
environmental friendly will reduce both traffic and pollution to the region and promote healthier living 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 Green Building Standards Code.
2016 Edition of the California Building Cade Page 117 of 118
2010 Edition of the Califomia Residential Code Final Version: 08/05/2016
2016 Edition of the California Green Building Standards Code Updated Version: 08123/2016
2016 EDITION OF THE LOS ANGELES REGION UNIFORM CODE PROGRAM
AM
2016 LA U P AIH . Section A5.406.1 of the 2016 Edition of the California Green Building
Standards Code is amended to read as follows:
A5.406.1 Choice of materials. Compared to other products in a given product category, choose
materials proven to be characterized by one or more of the following .for a minimum of 5 percent of the
total value, based on estimated cost of materials on the protect.
RATIONALE:
This section does not provide any guidelines for a quantity of materials to achieve compliance. The
editorial change establishes a minimum percentage for the different categories located within this section.
FINDINGS:
Local Administrative Finding — This amendment is necessary for administrative clarification. It does not
modify a Building Standards pursuant to Sections 17956 and 18941.5 of the California Health and Safety
Code and does not require an express finding to be made pursuant to Sections 17958.6 and 17958.7 of
the California Health and Safety Code. This amendment established administrative standards for the
effective enforcement of green building standards 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 Green Building
Standards Code.
2016 Edition of the Califomia Building Code Page 118 of 118
2016 Edition of the California Residential Code Final Version: 08108!2016
2016 Edition of the California Green Building standards Code Updated Version: 08/2812010
AGENDA STAFF REPORT
�a P+
DATE: February 7, 2017
TO: Honorable Mayor and Members f the City Council
APPROVED Y: Alma K. Martinez, City Manage
PREPARED ED Y: Maria Quinonez, City Clerk
Lourdes Morales, Office Assistant 11
SUBJECT: Lynwood City Council Minutes
Recommendation:
Staff recommends the Lynwood City Council approve the following minutes:
• gulag Meeting — January 17, 2017
Special Meeting — January 17, 2017
Background: N/A
Discussion & Analysis: IA
Fiscal Impact: A
AGENDA
ITEM
L NWOOD CITY COUNCIL
SPECIAL MEETING
JANUARY 17, 2017
Item #1. CALL TO ORDER
The City Council of the City of Lynwood rent in a special meeting in the Council
Chambers, 11 330 Bullis Toad, Lynwood, CA on the above date at 5:01 p.rn.
Mayor Santillan-Boas presiding.
Item #2. CERTIFICATION OF AGENDA POSTING BY CITY CLERK
City Clerk Quinonez announced that the agenda had been duly posted in accordance
with the Brown Act.
Item #3. ROLL CALL OF COUNCIL MEMBERS
PRESENT: T: COUNCIL MEMBERS ALATORRE, CASTR , MAYOR PRO TEM
S LACHE AND MAYOR SANTILLAN-BEAS
ABSENT: COUNCIL MEMBER HE} NANDEZ
STAFF PRESENT: T: City [tanager Martinez, City Attorney Garcia and City Clerk
uinon.
City Treasurer Cama ho was absent.
Item ##4. PLEDGE OF ALLEGIANCE
The Pledge was postponed to the regular meeting at 6:00 p.m.
Item #5. INVOCATION
The invocation was postponed to the regular meeting at :00 p.m.
PUBLIC ORAL COMMUNICATIONS
(Regarding Agenda Items Only)
610
CLOSED SESSION
The special meetings of the City Council scheduled for 5:00 p.m., and the City Lynwood
Successor Agency to the F edevel pmeint Agency were opened concurrently to discuss
closed session items.
City Attorney Garr is led the City Council into closed session.
Lynwood City Council
Special Meetin Minutes —January 17, 2017
MOTION: It was moved by Council Member Alat rre, seconded by Mayor Pro Tera Solache t
recess to closed session at 5:04 p.m. Motion carried by unanimous consent.
Item #6. Closed Session Items
City Attorney Garcia led the City Council into closed session. City Attorney Garcia
stated there was no need to discuss item #`B".
MOTION: It was moved by Magor Pro Terms S la he, seconded by Council Member
Alatrre to recess to closed session at 5:04 p.m. Motion carried by unanimous consent.
The City Council reconvened at 6:00 p.m.
City Attorney Garcia reported:
A. With respect to every item of business to be discussed in closed session pursu-
ant to Government Code Section 54957.6:
CONFERENCE WITH LEGAL COUNS=L— ANTICIPATED LITIGATION]
Significant exposure to litigation pursuant to paragraph 2 of subdivision d of
Section 54956.9:
Number of Cases: Four
First item of anticipated litigation regarding city vendor:
Motion: It was moved ed by Council Member Castro, seconded by Council Member
Hernandez approved 510 directing the City Manager to conduct an audit of a city
vendor.
Second item of anticipated litigation regarding financial reporting:
Motion: It was moved by Council Member Castro, seconded by Mayor santillan-
B as approved 510 directing the City Manager and Finance Department to rake
certain disclosures and entries on the ledgers.
Items number three and four were not discussed.
B. With respect to every item of business to be discussed in closed session pursu-
ant to Government Code Section 54956.9:
CONFERENCE WITH LEGAL COUNSEL- EXISTING LITIGATION -Government
Code section 54956.9(d)(1)
1. Name of Case: Quezada v. Lynwood, Case No. BC575488
Lynwood City Council
Special Meeting M rout --- A n u a ry 1 , 2017
No Discussion.
D. With respect to every item of business to be discussed in closed session pursu-
ant to Government Code Section 54957.6:
CONFERENCE WITH LABOR NEGOTIATORS
Agency Designated Representatives: Ha dee M. Barn , Director of
Human Resources and Risk
Management
Employee Organization: LEA AFSCI IE L cal1920
LEMG (Lynwood Employees Management Group)
No Reportable Action.
City Clerk Quinonez announced that Council Member Hernandez arrived during closed
session at 5:06 p.m.
ADJOURNMENT
Having no further discussion, it was mored by Council Member Castro, seconded b
Mayor Pro Tern Solache to adjourn the special Lynwood City Council meeting at :12
p.m. Motion carried by unanimous consent.
Maria T. Santillan-Seas, Mayor Maria Quinonez, City Clerk
3
LYNWOOD CITY COUNCIL
REGULAR MEETING
JANUARY 17, 201
Item #1. CALL TO ORDER
The City Council of the City of Lynwood met in a regular meeting at the Council
Chambers, 11330 Bullis Road , Lyn r d, CA on the above date at :12 p. m.
Mayor santillan-Bas presiding.
Item #2. CERTIFICATION N F AGENDA POSTING BY CITY CLERK
City Clerk Quinonez announced the agenda had been duly posted in accordance with
the Brown Act.
Iters #. ROLL CALL OF COUNCIL
PRESENT: T: COUNCIL MEMBERS ALATORRE, CASTRO, HER ANI EZ, MAYOR
PRO TEM S LACHE AND MAYOR SANTILLAN-BEAS
STAFF PRESENT: City Manager Martinez, City Attorney Garcia, City Clerk Quinonez
and City Treasurer Carnah,
Item #4 PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was offered by the Sheriff's Explorers.
Item #5- INVOCATION
The invocation was offered by Council Member Hernandez.
Item #6. PRESENTATIONSIPROCLAMATIONS
x
o Sheriff Captain Carter- Update n Lair Enforcement Issues
Captain Carter wished everyone a Happy New Year and invited patrons to participate in
the Community survey scheduled for January 28 at 9:00 a.m. Captain Carter stated
they would concentrate on the areas surrounding Virginia and Duncan; Los Flores to the
north and Beechwood to the south. He stated that the collected information, based on
the survey related to nuisance and crime, would be processes and examined by the
bureau. Captain Carter proposed to hold a town hall meeting two to four creeks after
their review was completed in order to address concerns from the community and form
an action plan. Additionally, Captain Carter invited residents to participate in the
community clean up event.
Mayor santillan-Bas asked Captain Carter for the amount of volunteers and deputies
he expected during this event.
Lynwood City Council
Regular Meeting 111 mute ----January 17.. 2017
Captain Carter anticipated 40 to 50 sworn deputies and volunteers in attendance.
Council Member Alatorre inquired whether the event would be advertised in social
media. ■ � 1 Ia■
Captain Carter stated that the event was advertised in social media and through paper
flyers.
Mayor Pro Tom Solache requested the Shrriff s Department provide informative
pamphlets regarding law enforcement protocols during the transition of the new
presidential administration.
Captain Carter stated he has addressed immigration concerns at various town hall
meetings and would provide information to the community in Spanish and English.
Council Member Castro reported gang related tagging and inquired whether the
deputies could discuss a sting operation during their meetings.
Captain Carter stated he would address these concerns with his department.
Council Member Castro encouraged Captain Carter to meet with city staff to reinstate
the graffiti tracking camera.
e City Council Members F porting on Meetings Attended
Council Member Alatorro reported attending the vector control meeting concerning a
proposal to incorporate the City of Vernon in the taxation of residential properties for
certain services. Council Member Alatorre stated that the City of Vernon was an
industrial based city with a four residential zones, and thus, could not collect taxes on a
commercial region. He announced the board opted to table the item and involve the
board of county supervisors along with state representatives, in order to fairly distribute
services based on taxation to the surrounding cities that generate significantly more
taxable dollars.
Item ##7. CITY OF L NWOOD AS THE SUCCESSOR AGENCY TO THE
LYNWOOD REDEVELOPMENT AGENC
MOTION: It was moved by Council Member Castro, seconded by Council Member
Alatorre to recess to the City of Lynwood as the successor Agency to the Lynwood
Redevelopment velopment Agency at 6:27 p.m. Motion carried by unanimous consent.
MOTION: It was moved by Council Member Castro, seconded by Mayor Santillan-Boas
to recess to the Lynwood lousing Authority at 6:29 p.m. Motion carried by unanimous
consent
The City Council reconvened to the regular City Council mooting at 6:29 p.m.
2
Lynwood City Council
Regular Meetin l Brut —January 1 , 2017
PUBLIC ORAL COMMUNICATIONS
(Regarding Agenda Items Only)
City Clerk Quinonez provided members of the City Council with an email communication
received by her office from Darwin Richards.
Council Member Castro requested Mr. Richards provide a name and property address
for the record in order to inciude his communication.
Irene Garcia commented on item #17 relating to the conversion of name from HP
Towing to Mr.C's Towing; the amount of fees the current company is paying for their
business license; backdoor deals and the estimated amount of money the towing
company is expected to generate.
Julian del Real Call r s spore in support of staff recommendation f item #17. Mr. del
Real Call r s stated that the towing company proposed to generate revenue through
the individuals utilizing their services rather than charging the city.
Santiago Lopez requested that the City Council take employees into consideration when
making their decision on item ##13. Additionally, Mr. Lopez commented on item #17 and
requested no fees be raised during the lifetime of the contract of any towing company.
NON -AGENDA PUBLIC ORAL COMMUNICATIONS
Council Member Castro announced that item #8 would be continued to the next City
Council Meeting.
Irene Garcia requested for the fire proposed cannabis manufacturing and cultivation
business locations be disclosed. Additionally, Ms. Garcia requested for City Council to
be respectful to the public who address their concerns publi ally.
Juliano Jarquin stated he was an educator who works with several of surrounding
agencies in hope of unifying everyone towards a good cause. He made a reference to
Tony Robins who is an international speaker and expressed his interest in hosting an
event in the City of Lynwood.
Harry Gibbons provided the City Council with an update an the hen he found in his
backyard.
Maggie Orozco from Water Education for Latino Leaders invited the City Council to
attend a storm water collection workshop scheduled to be held on February 4th in the
City of Industry.
Jaime Flores a former employee reported being cited for improperly parking while
cleaning his garage and submitted pictures ars reference.
Santiago Lopez requested an update regarding the Louise Street Improvement Project.
3
Lynwood City Council
Regular Meeting Minutes—January 17, 2b17
Mr. Westbrook congratulated Mayor Santillan-Beas for her newly appointed position as
mayor and acknowledged Ralph Gonzalez for educating the community during the 2016
November election on ballot measures. Mr. Westbrook commented on the graffiti of the
neer Auto Zane building and requested for the City Council to work with their
community.
Paulette Bradley spoke in relation to street repairs and requested they reinstate the
practice to publish a list of upcoming projects, along with updates, via the Lynwood C'
Perspective ander other means on a monthly basis.
PUBLIC HEARING
Item #8. RESOLUTION AMENDING THE MASTER FEE SCHEDULE TO ADD
FEES FOR COST RECOVERY BY THE CITY OF LYNvD FOR THE
PROCESSING OF CANNABIS CULTIVATION AND MANUFACTURING
PERMIT S
MOTION: It was moved by Council Member Castro, seconded by Mayor Pro Ten.
Solache to open the public hearing. Motion carried by unanimous consent.
City Attorney Garcia introduced the item to approve both fees and form. The fees were
determined by a study conducted by HDL and in that study, they incorporated the
approximate time for all of the employees who will be involved in the process. City
Attorney Garcia also mentioned the fees would only apply to the qualified applicants
who were considered for the next phase of the application process.
Council Member Castro asked City Attorney Garcia if it was appropriate to request the
inclusion of local and veteran hires.
City Attorney Gama stated they could include any ideas Council directed keeping in
mind that a development agreement would have to be executed between the city and
the business owner, which provided an opportunity to incorporate further conditions.
Irene Garcia requested that background checks be required for the physicians issuing
prescription licenses.
Harry Gibbens provided the City Clerk with a written document on the side effects of
smoking cigarettes and marijuana.
Patricia Carr voiced her concerns regarding waiving the environmental impact study.
Ills. Carr also stated that no study had been submitted by local law enforcement
agencies nor had the operations for irrigation systems been addressed. Ms. Carr
requested that Council take these items into consideration before taking action and
§poke on the harmful effects of cannabis in young teens.
MOTION: It was moved by Mayor r Pro Tern S la he, seconded by Council Member
Hernandez to close the public hearing. Motion carried by unanimous consent.
Lynwood City Council
Regular M eettng i iinut —January 17, 2017
Council Member Castro stated she assumed no environmental impact report was
required for the "MIs manufacturing zones, but requested reassurance from City Attorney
Garcia.
City Attorney Garcia affirmed that no environmental impact report was necessary as
they had only approved the framework. City Attorney Garcia informed City Council that
the environmental report would be conducted at the time the site was identified and
would also ensure CEQA requirements were met.
Council Member Castro quoted an excerpt from the CEQA requirements in terms of
meeting the guidelines for operating a business for the purpose of cultivation and
manufacturing cannabis. Council Member Castro stated that the decision to allow the
manufacturing and cultivation of cannabis had been approved during the City Council
meeting held on December 22, 2016; however, she clarified that each applicant would
be required to identify a site, submit a security plan, meet state mandated irrigation
requirements and update lighting equipment in accordance with Edison.
Mayor Pro Tern Solahe requested an air quality plan be required in the application
process, along with a landlord review/approval, public engagement/educational plan
and an analysis of the hiring process to employ locals. Mayor Pro Tera Sol ache
inquired whether costs required by city would be recuperated through the obligation
process.
City Attorney Garcia stated they could include reimbursement fees as well.
Council Member Alatorre asked the City Attorney to explain the life scan process.
City Attorney Garcia stated that the life scan was established by the Department of
Justice; however, Mr. Garcia stated he included an additional fee for a more extensive
background check in case the City Council wished to require it.
Council Member Al atorre expressed concerns associated with the application fees, local
law enforcement costs to regulate these types of businesses, the cost per square
footage to maintain the business, the distance requirements between the business and
residential properties, the quality of life in the City of Lynwood and the background
checks.
Mayor santillan-Seas stated that the $7,000 fees were associated with the application
process and additional fees would be required once the city entered into a business
agreement with the business owners.
Mayor Pro Tera Sola he inquired whether they could increase the fees for the
application process.
City Attorney Garcia stated that Proposition 26 regulated the amount of money a city
could charge for fees associated with this process.
Lynwood City Council
Regular Meeting Minutes —January 17,, 2017
Mayor Pro Tera Solache inquired whether the city could charge additional fees if they
deemed necessary after the fact.
City Attorney Garcia stated that the development agreement would provide such
opportunity.
Mayor Pro Teri Solache commented on the amount of money the city would charge for
DDA agreements on an annual basis and the distribution of monies generated via these
types of businesses. Additionally, he requested a committee be assembled to oversee
the allocation of funds.
Council Member Castro spoke in support of forming an ad hoc committee and
commented on the various meetings held to discuss the topic of cultivation and
manufacturing of cannabis. Additionally, Ms. Castro spoke on the process, fees,
background checks and timelines linked to this type of business. Additionally, she
commended City Attorney Garcia for his diligent research on this matter and the efforts
to regulate marijuana to subsidize the city's general fund and law enforcement fees.
Mayor Santillan-Seas requested staff include the full background check coupled with the
life scan as a requirement during the application process.
City Attorney Garcia summarized the input from the City Council to be included with
staff recommendations in the motion as follows: include an air quality plan; landlord
background/review approval process; public engagement and education plan; labor and
employment component (including preferential hires opportunity for local citizens as well
as training); life scan and background check requirement; direction to City Manager and
City Attorney to bring back the item for a proposed oversight committee and approval of
the fees.
Mayor Pro Tem Solache clarified that he requested a commission be formed rather than
n oversight committee.
1OTiON: It was moved by Council Member Castro, seconded by Mayor Pro Tern
Solache to approve the recommendations and have the application process ready by
February I St by the foIlo i ng vote:
ROLL CALL:
AYES: COUNCIL MEMBER CASTRO, HEI NANDEZ, MAYOR PRO TEM
SOLACHE AND MAYOR SANTILL WBEAS
NOES: COUNCIL MEMBER ALATORRE
ABSTAIN: NONE
ABSENT: NONE
RESOLUTION No. 2017.003 ENTITLED:
RESOLUTION N AMENDING THE MASTER FEE SCHEDULE To ADD FEES FOR
COST RECOVERY BY THE CITY OF LYNWOOD FOR THE PROCESSING of
CANNABIS CULTIVATION AND MANUFACTURING PERMIT APPLICATIONS
V
Lynwood City Council
Regular Meeting Minutes—January 17, 2017
CONSENT CALENDAR
Agendas item number's 13 and 15 were pulled from the Consent Calendar for separate
consideration as requested by Mayor Santillan-Beas and Council Member r Al torre.
MOTION: It was moved by Council Member Castro, seconded by Council Member
Hernandez to approve balance of the consent calendar. (lotion carried by the following
roll call Grote:
ROLL CALL:
AYES. COUNCIL MEMBERS ALAI RRE, CASTR , HERNANDEZ, MAYOR
PRO TEM SLACHE AND MAYOR SAITILL-BEAS
NOES: NONE
ABSTAIN: NONE
ABSENT: NONE
Item #9. MINUTES OF PREVIOUS MEETINGS:
Special Meeting — January 3, 2017
Regular Meeting—Januarry 3, 2017
Approved by Minute Order No. 2017-064.
Item #10. APPROVAL OF THE WARRANT
RESOLUTION NO. 2017.004 ENTITLED.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD,
CALIFORNIA, ALLOWING AND APPROVING THE DEMANDS AND WARRANTS
THEREFORE
Item ##11. CLAIM FOR DAMAGES BY DESHAWN WILLIAMS
Denied by Minute Order No. 2017-005.
Item #12. . CLAIM FOR DAMAGES BY SARITA PAUCAR JHON AAL S
Approved in the amount of $7,690.66 by Minute Order No. 2017-006.
Item #13. . AMEND RESOLUTION FIXING THE CITY OF LYE D'S EMPLOYER
HEALTH INSURANCE CONTRIBUTIONS UNDER THE PUBLIC
EMPLOYEES' MEDICAL AND HOSPITAL CARE ACT "PEMHCA" FOR
THE LYNWOOD MANAGEMENT GROUP (Pulled by Council Member
r
Alatorre)
Council Member Alatorre inquired whether this item affected medical and hospital care.
7
Lynwood City Council
Regular E l ting Minutes —January 1 .. 2017
Hayden Saint, Director of Human Resources &Frisk Management stated that this item
pertained to the employer contribution for the retiree medical benefits. The second
entree depicted on the resolution table showed the amended amount.
Council Member Alatorre asked for the reasons as to why the management group
received a higher amount in contributions.
Ills. Saint stated the amounts were stipulated through the MOU's,
MOTION: It was roved by Council Member Alat rr , seconded by Council Member
Hernandez to approve staffs recommendations. Moti n carried by the following roll call
vote:
ROLL CALL:
AYES: COUNCIL MEMBERS ALAT R E, CASTRO, HEI NANDE , MAYOR
PFO TEM S L CHE AND MAYOR SANTILLAN-BEAS
NOES: NONE
ABSTAIN. NONE
ABSENT. NAVE
RESOLUTION NO. 2017.005 ENTITLED:
AN AMENDED RESOLUTION F THE CITY COUNCIL OF THE CITY OF LYNWOOD
FIXING THE EMPLOYER'S 'S C NTF IBUTI N UNDER THE PUBLIC EMPLOYEES'
MEDICAL AND HOSPITAL CARE
Item #14. OVERSIGHT BOARD APPOINTMENT UNDER HEALTH & SAFETY
CODE § 34179(A)(2)
RESOLUTION NO, 2017.006 ENTITLED:
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
AUTHORIZING THE APPOINTMENT OF THE CITY MANAGER TO THE OVERSIGHT
BOARD, D, P P I NTM ENT OF A NEW EMPLOYEE REPRESENTATIVE, AN D
AUTHORIZING IZING E UEST THAT THE APPROPRIATE IATE ENTIT FILL ANY OTHER
VACANCIES
Item #15. HAM PARK PROJECT (Pulled by Mayor Santilian-Bess)
Mayor Santillan-Boas commented on the completion of this project and requested staff
plant ivy to prevent the defacing of the property.
MOTION: It was moved by Mayor or Santillan-Boas, seconded by Council Member Castro
to approve staffs recommendations. Motion carried by the following roll call vote:
ROLL CALL:
AYES: COUNCIL MEMBERS ALATORRE, CASTE , HERNANDE , MAYOR
PCO TEM S L CHE AND MAYOR SANTILLAN-BEAS
�.
Lynwood City Council
Regular Meeting Minutes —January 17, 2017
[NOES:
DONE
ABSTAIN:
NONE
ABSENT:
NONE
RESOLUTION NO, 2017.007 ENTITLED:
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD ACCEPTING
THE REPORT ON THE MODIFICATIONS, AMENDII ENTS AND CHANGE ORDERS
APPROVED BY THE CITY MANAGER FOR THE HAIL PARD PROJECT C I P -007);
AUTHORIZING THE CITY MANAGER TO APPROVE MODIFICATIONS, CHANGE
ORDERS OR AGREEMENT AMENDMENTS UP TO THE AVAILABLE BUDGET
AMOUNT; AND AUTHORIZING THE USE OF THE LIQUIDATED DAMAGES
COLLECTED TO OFFSET COSTS INCURRED
Item #16. AWARD CONTRACT TO RALPH ANDERSON & ASSOCIATES FOR
EXECUTIVE SEARCHES FOR FINANCE DIRECTOR, DIRECTOR OF
DEVELOPMENT, COMPLIANCE AND ENFORCEMENT SERVICES AND
ASSISTANT TO THE CITY MANAGER AND FUND APPROPRIATION
RESOLUTION NO. 2017.008 ENTITLED:
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD, AWARDING
CONTRACT TO RALPH ANDERSON N & ASSOCIATES IN THE AMOUNT OF
$65,880 TO CONDUCT EXECUTIVE SEARCHES AND PLACEMENT OF A FINANCE
DIRECTOR, DIRECTOR OF DEVELOPMENT COMPLIANCE AND ENFORCEMENT
SERVICES AND ASSISTANT TO THE CITY MANAGER; AGER; AUTHORIZING THE CITY
MANAGER TO EXECUTE THE AGREEMENT AND APPROPRIATING $65,880 FROM
THE UNAPPROPRIATED GENERAL FUND
NEW/OLD BUSINESS
Item ##17. CONSIDERATION OF TOWING AND FRANCHISE AGREEMENT
This item was pulled by the City Manager.
City Attorney Garcia recommended continuing this item.
MOTION: It was ,roved by Council Member Castro, seconded by Mayr Pro Tem
Solache to continue this item. Motion carried by unanimous consent.
Item ##1. CONSIDERATION OF POSSIBLE ACTION TO DEAD BY TITLE ONLY,
WAIVE FURTHER READING, AND INTRODUCE AN ORDINANCE
ADOPTING THE 2016 EDITIONS OF THE CALIFORNIA BUILDING
CODE, THE CALIFORNIA RESIDENTIAL BUILDING CODE, THE
CALIFORNIA GREEN BUILDING STANDARDS CODE, THE
CALIFORNIA ELECTRICAL CODE, THE CALIFORNIA FIRE CODE, THE
CALIFORNIA PLUMBING CODE, AND THE CALIFORNIA MECHANICAL
CODE, MAKING CERTAIN AMENDMENTS ENTS BASED UPON LOCAL
CONDITIONS, AND AMENDING THE LYNWOOD MUNICIPAL CODE T
REFLECT SUCH CHANGES
Lynwood City Council
Regular Meeting Minutes—January 17, 2017
MOTION: I was moved by Council Member Castro, seconded by Mayor Pro Tera
s la he to approve staff's recommendation - option one (1). Motion carried by the
following roll call Grote:
ROLL CALL:
AES: COUNCIL MEMBERS CASTRO, HEF NAI DEZ, MAYOR PFO TEM
S LACHE AND MAYOR SANTILLAWBEAS
NOES: COUNCIL MEMBER ALAI R E
ABSTAIN: NONE
ABSENT: NCE
ORDINANCE ENTITLED 1691:
AN ORDINANCE ADOPTING THE 2016 EDITIONS OF THE CALIFORNIA NIA BUILDING
CODE, THE CALIFORNIA RESIDENTIAL BUILDING CODE, THE CALIFORNIA
NI
GREEN BUILDING STANDARDS DS CODE, THE CALIFORNIA NIA ELECTRICAL CODE,
THE CALIFORNIA FIFE CODE, THE CALIFORNIA NIA PLUMBING CODE, AND THE
CALIFORNIA MECHANICAL CODE, MAKING CERTAIN AMENDMENTS BASED
UPON LOCAL CONDITIONS, AND AMENDING THE LYNWOOD MUNICIPAL CODE
TO REFLECT SUCH CHANGES
Item #19. NAMING OF THE LU CY AVALOS COMMUNITY CENTER
Mayor Pro Tenn Sol ache commented on Lucy Aval ' accomplishments and outstanding
service to the Lynwood community and his satisfaction in commemorating Ms. Aval s'
memory by naming the new Ham Park community center in her honor.
Council Member Castro commented on Ms. Aval s' charitable services to the
community along with her leadership and attentiveness to people's needs. flys# Castro
expressed her delight in naming a building in her honor.
MOTION: It was moved by Mayor Pro Tens S lathe, seconded by Council Member
Castro to approve staffs recommendation. Motion carried by the following roll call vote:
LL CALL:
AES: COUNCIL MEMBERS ALATORRE, CASTRO, HEI NANDE , MAYO
PILO TEM S LACHE AND MAYOR SANTILLAN-BEAS
NOES: NONE
ABSTAIN: NONE
ABSENT: NONE
RESOLUTION IVO.2017.009 ENTITLED:
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
AUTHORIZING THE OFFICIAL NAILING OF THE LUCY AVALOS COMMUNITY
III UNIT
CENTER AT BUFTE-HAM PARI
10
Lynwood City Council
Regular c l eeting Minutes —January 17, 2017
Item #20. CONTINUE REVIEW IEW F BOARD AND COMMISSION MEMBERS &
ANNUAL BOARDS AND COMMISSIONS LOCAL APPOINTMENT TMENT LIST
Mayor Santillan-Bas directed City Clerk Quinonez to post the vacancies and bring the
item back for consideration once Mayor Pro Tern Solache had made his determination.
Motion carried by unanimous consent.
Approved by Minute Order No. 2017-007.
Item #21. A RESOLUTION APPROVING AN EXTENSION OF A PROFESSIONAL
SERVICES AGREEMENT WITH LEGISLATIVE ADVOCACY GROUP T
PROVIDE LEGISLATIVE AND SPECIFIED LEGAL SERVICES TO THE
CITY
Council Member Alatorre requested staff provide a quarterly report with updates.
MOTION: It was moved by Council Member Castro, seconded by Council Member
Hernandez to approve staff's recommendation. Motion carried by the following roll call
vote:
LL CALL:
AYES: COUNCIL MEMBERS ALAT R E, CAST , HER ANDE , MAYOR
PFO TENT S LACHE AND MAYOR SANTILLAN-BEAS
NOES: NONE
ABSTAIN: NONE
ABSENT: NONE
RESOLUTION NO, 2017,010 ENTITLED:
RESOLUTION APPROVING AN EXTENSION OF A PROFESSIONAL SERVICES
AGREEMENT WITH LEGISLATIVE ADVOCACY GROUP TO PROVIDE LEGISLATIVE
AND SPECIFIED LEGAL SERVICES TO THE CITY
Item #22. VENDOR SELECTION FOR PROFESSIONAL CONTRACT ACT SEF ICES
FOR IMPLEMENTATION OF HOUSING AND URBAN DEVELOPMENT
REHABILITATION AND FIRST-TIME H MEBUYEF'S PROGRAMS;
GIANT ADMINISTRATION, AT[ r PROJECT & CONSTRUCTION
MANAGEMENT, AND OTHER RELATED ACTIVITIES
This item was pulled as requested by the City Manager.
Item #23. A RESOLUTION APPROVING A PROFESSIONAL SERVICES
AGREEMENT WITH WIL.DAN FINANCIAL, TO PROVIDE EMERGENCY
FINANCIAL SERVICES TO RECONCILE ACCOUNTS AND TO ASSIST
WITH FINANCIAL REPORTING REQUIREMENTS OF THE CITY
MOTION: It was moved by Council Member Castro, seconded by Council Member
Hernandez to approve staff's recommendation. Motion carried by the following roll call
vote:
1
Lynwood City Council
Regular Meeting Minutes —January 1 , 2017
ROLL CALL:
AES: COUNCIL MEMBERS ALAT IRE, CASTRO, HEF NANDE , MAYOR
PRO TEM S LACHE AND MAYOR SAI TILLAN-BEAS
NOES: NONE
ABSTAIN: NONE
ABSENT: NONE
RESOLUTION NO. 2017.011 ENTITLED:
RESOLUTION APPROVING A PROFESSIONAL SERVICES AGREEMENT WITH
WILDAN FINANCIAL, TO PROVIDE EMERGENCY FINANCIAL SERVICES T
RECONCILE NCILE ACCOUNTS AND TO ASSIST WITH FINANCIAL REPORTING
REQUIREMENTS OF THE CITY
CITY COUNCIL ORAL AND WRITTEN COMMUNICATION
Council Member Alat rre thanked the community for attending the meeting and
commented on the effectiveness of holding the closes session items before the regular
meeting. Council Member Alat rre also made reference to the oath of office taken by
the officials to defend the Constitution ofthe United States ofAmerica.
Mayr Pro Tern S la he announced that the weight loss challenge commence this
Saturday and looped forward to a good year.
Mayr Santillan-Beas invited the community to support the sheriffs in the survey
scheduled for Saturday January 2, in conjunction with the Lynwood clean up event.
Mayor Santillan--Beal provided the City Council with an updated report regarding
complaints submitted by block watch captains.
City Manager Martinez provided the City Council with an overview of the various
manners in which to report a complaint.
ADJOURNMENT
Having no further discussion, it was moved by Mayor Santillan-Deas, seconded by
Council Member Castro to adjourn the regular Lynwood City Council meeting at 8:11
p.m. Motion carried by unanimous consent.
Maria T. Santillan--Beal, Mayor
1
Maria Quinonez, City Clerk
AGENDA STAFF REPORT
DATE: February 7, 2017
TO: Honorable player and Members of the City Council
APPROVED BY: Alma Martinez, City Manager ke
PREPARED ED B : Dennis McLean, Interim Director of Finance
Lilly Hampton, Accounting Technician o;&
SUBJECT: Approval of the Warrant register
Recommendation:
Staff respectfully recommends that the Lynwood City Council approve the
Tarrant register dated February 7, 2017.
..�.�.�-------- –=—Attached Warrant Register slated February 7, 2017-- ------- -
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DATE:
AGENDA STAFF REPORT
February 7, 2017
Honorable Mayor and Members f the City Council
APPROVED Y: Alma K. Martinez, City Manager
PREPARED BY: Gabriela Carnah, City Treasurer
Sheila Harding, Deputy City Treasurer
SUBJECT: Treasurer's Quarterly Investment Deport
Recommendation:
It is recommended that the City of Lynwood receive and file the attached Quarterly
Investment Report. The following information provided in this report highlights the
investment activity for the 2nd quarter ending December 31, 2016.
Background:
Due to the crisis caused by the Orange County investment pool, the State Legislature in
1995 enacted SB564 and SB866. These lags were enacted as State Statutes to impose
certain mandates regarding investments with public funds. The statutes have imposed
the following mandates:
I. Annual adoption of an Investment Policy that incorporates changes mandated
by the State.
2. Quarterly Investment Reports presented to the Legislative Body or Board
Members.
3. Restriction on the use of certain investment instruments.
The purpose of the Treasurer's report is to update the City Council and the public of the
status of the City's cash balances, investments and highlight changes from one period
to another. This report includes reconciliation between cash and investment balances, a
schedule of all investments, and a report providing information on all investment types:
costs, interest rates, maturity dates and current market value.
AGENDA
ITE -M
The market value of securities fluctuates, depending on hoer interest rates perform.
When Interest rates drays, the market value f the securities in the City's portfolio
will likely increase and when the interest rates increase, the markt value f the
securities will likely decrease. The City's practice is to buy and hold investments until
maturity so changes in the market price do not affect the City's investment principal.
Short -terra excess cash is primarily invested in the Local Agency Investment Fund
(LAIF)administered by the State Treasurer. LAIF is a high quality investment available
in teras of safety, liquidity and yield. The City's cash and investment portfolio is
sufficiently liquid to meet expected expenditures for the corning six months.
The majority of property tax revenues are received from the County in December and
April. The vast majority of cash held by the City is deposited into the Local Agency
Investment Fund and can be withdrawn at any time.
There are eight petty cash funds totaling $3,300.00 currently being used by various
departments. There are two change funds totaling $640.00; Water Billing $600.00 and
Recreation $40.00.
The total amount of Non Sufficient Funds (NSF) from customers for the 2nd quarter
reporting is $3,185.52 f which, $157.77 has been collected. The remaining balance of
Non Sufficient Funds for the 2nd quarter outstanding i $3,027.75.
The market valuation is provided by FTN lain Street Capital Advisors and all of the
investments are in compliance with California Government Code sections 53600 et seq.
and the City's investment policy.
Reports prepared by FTM Main Street Capital Advisors are as follows:
• Portfolio Summary
• Investment Policy Compliance Report
• Historical Earnings & Book Fate
• Portfolio Summary - Management
• Portfolio Details — Investments Report
• Inventory by Maturity F p rt
• Credit bating Report
• Interest Earnings Report
• Accrued Interest Report
Cash Reconciliation Deport
• Monthly Economic & Market Update Report
Fiscal Impact:
The action recommended in this report will not have a fiscal impact on the City.
DESCRIPTION
INVESTMENTS*
CITY OF LYS WOOD
QUARTERLY REPORT
December 1, 2016
MASTER SUMMARY
AVERAGE
MARKET PERCENTAGE DAYSTO
VALUE PORTFOLIO MATURITY
25,545,374.55 100%
CERTIFICATE OF DEPOSIT/TIME DEPOSIT/
MONEY MARKET/CUSTODY HOLDINGS 306610194.89
CHECKING ACCOUNT 9,023,959.72
TOTALAVERAGES 12,685,154.61
TOTAL INVESTMENTS & AVE RAG ES
38,330,52-9.16
,ela Camacho 1 certify that this report accurately reflects all pooled
City Treasurer investment policy statements adopted by the City Council
on August 15, 1995. A copy of this policy is available at
the office of the City Clerk. The Investment Program herein
shown provides sufficient cash flog liguidy to meet 3 to
months estimated expenditures.
*See Report Prepared by Main Street Capital Advisors
DECEMBER 201
CITY OF LYNWOOD
QUARTERLY REPORT
1 -Dec -1
PORTFOLIO SUMMARY
PAR MARKET BOOK
INVESTMENT'S VALUE VALUE VALUE
*Money Market Funds
LAI F
Corporate Notes
Federal Agency
Treasury Coupon Securities
Federal Agency- Callable
CD -FDIC
TOTAL.
158,150.39
$
158,150.39
$
158,150.39
$ 15,x.520292.62
$
15,152,292.62
$
15,152o292-62
3,250,001.00
734.31
3,236,717.50
3x247,898.06
$ 1,5001000.00
$
1,493,765.00
$
1,491,774.63
10000,000.00
$
1,001,565.00
$
995,769.14
5000000.00
$
494,045.00
$
500,000.00
$ 25,666,443.01 $ 25,645,374.55 $ 25,651,005.13
*Money Market Fuad held at Goldman Sach
Schedule of City Cash & Investments: This schedule provides information on the cash and investments
managed by the City.
Time Deno it M/Certificate of DeD05it
JP Morgan Chase (Section 108)
JP Morgan Chase - Money Market Account
JP Morgan Chase - Parking Enforcement
US Bank - City of Lynwood
TOTAL
prorate Checking Accounts
General Account
US Bank - City H D
US Bank - City Home Program
US Bank - Economic Development
US Bank - Housing Authority
US Bark - Housing Authority B
US Bank - Lyn Tr. Center Unf 1rkr
US Bank - City of Lynwood
US Bank - RF Successor Agency
US Bark - Taxable Tabs Housing Prof.
US Bank - US Dept. of HUD/Section 108
US Bank ; Lynwood Disaster Relief Fuad
US Bank - Settlement Remittance Fund
US Bank - Housing Authority
TOTAL
DECEMBER 2016
Balance
Maturity Date
$ 123,782.40
N/A
$ 1,859,572.72
N/A
1,673,301.88
N/A
$ 4,537.89
N/A
$ 3,661,194.83
Balance
5,085,877.68
$ 33,454.79
$ 34,144.00
$ 4,402.23
$ R?529.28
18,000.09
$ 2,791.24
$ 49,028.48
$ 11114,347.29
1,710,209.45
$ 170,048.96
,OOO.V V
$ 738,109.23
$ 50,0.7.00
$ 90023,959,72
Interest
$
24.93
$
371.62
334.67
$
0.09
$
734.31
CITY OF LYNWOOD
QUARTERLY INVESTMENT REPORT
December 1, 2016
Schedule of City Cash & Inve tments: This schedule provides i nfo rm action ori the cash and
investments managed by the City.
Money Market/Certificate of Deposit (CD)
JP Moran Chase -Section 198 MMA
JP Morgan Chase - Money Market Account
JP Morgan Chase - Parking Enforcement
US Bark - City of Lynwood
Total
Demand Deposits
General Account
US Bank - Economic Development
U5 Sank -.lousing Authority
U5 Bank - Housing Authority B
U5 Bank - City HDA
US Bank - City Horne Program
US Bank - Taxable Tabs
US Bank - Lyn Tr. Center Unf I rkr
US Bank - Money Market Account
U5 Bank - US Dept. of HUD/Section 108
US Bank - RO RF Successor Agency
U5 Bank - Lynwood Disaster Relief Fund
U5 Bank - Settlement Remittance Fund
US Bank - Housing Authority
Tota I
$ 5,085,877.68
$
Balance
Quarterly
Interest
Interest Credit
FY to Date
$
1230782.40
$
24.93
$
49.86
$
1,859,872.72
2,791.24
374.62
49,028.48
749.16
$
1,573,301.88
1,1.4,347.29
334.67
$
641.29
$
4,537.89
$
0.09
$
0.20
$
3,661,194.89
$
734.31
$
1,440.51
$ 5,085,877.68
$
4,402.23
8,529.28
$
18,000.09
33,454.79
$
34,144.00
$
1,710,209.46
$
2,791.24
49,028.48
$
170,048.96
$
1,1.4,347.29
5,000.00
$
738,199.23
$
50,017.00
$
9,023,959.72
Money Market Fuad - A Money Market fund is a type of mutual fund that invest in short term debt
securities of agenies of the U.S. Government, banks, corporations and U.S. Treasury Bills.
Some advantages of a money rn arket fund over savings and CDs are high liquidity, law risk, and competive yields.
Tia e City currently has a total o fare MMA accounts within the City's investment portfolio.
Certiftate of Deposit - Aerti ate of Deposit or , is a time deposit. They are similar to savings
accounts in that they are insured and relatively risk-free. They are different from savings accounts in that
they usually are for a fixed term and a fixed interest rae. CDs are inted d to be held until maturity, at which
time, the money may be withdrawn together with the accrued interest. The City currently has one CD
within the City's investment portfolio
Demand Deposits - Also known as "cash in the bank", this is the balance of the City's checking account with
US Barak, from which virtually all obligations are pard.
CITY OF LYNWOOD
QUARTERLY REPORT
December 1, 2016
LAIF Daily .741 - Quarterly.68%
Interest Date
Issuer Investment Balance Received Received
State of California LAIF x.5,152.,292.62 28,297.93 14 -Oct -1
Local Aizenc ,Investment Fund (LAIF):
The Local Agency Investment Fuad is managed by the State Treasurer's Office investment Division through the Pooled Money
Investment Account (PIMA). The LAIF allows cities, counties and special districts to place money in a major portfolio and to use
the expertise of their Investment Division staff, with no additional cost to taxpayers. Participating agencies can withdraw their funds
from the LAIF at any time. The State Treasurer invests money safely and prudently while minimizing the service costs and maximizing
the service costs and maximizing the investment yields. These investments help manage cash flow and enhance financial security.
The interest earned from the LAIF is distribued quarterly. (See Chart Below)
Pooled Loney Investment Account
Portfolio Composition
73.7 Billion
12/31/2016
Treasuries
0.076
Mortgages
T2*1
Agencies
Ds/BNs
75.80%
Time Deposits
7.17%
Now Account 0.00%
Commercial Paper
8.93%
Corporate Band; 0.00%
Loans
, 11.03%
0 0.2 0.4
EMBER 2016
44.33s
0.6 0.8 1
Large Checks Issued 1st Quarter
715 6,609.81
Issuance
Month Chck# Issuance
Oct -16 185177 ALL AMERICAN ASPHALT
185190 CAL -CITY CONSTRUCTION
185244 LA COUNTY SHERIFF DEPT.
185262 111111 TRANSPORTATION, INC.
185328 WASTE RESOURCES, INC.
185387 LESS ANGELES FIRE DEPARTMENT
185395 GWMA
185465 ALTEC INDUSTRIES, INC.
Toter
Noir-16 185478 DISTRICT OF SO LITHE R N CALIFORNIA WATER
185558 LA COUNTY SHERIFF DEPT.
185571 MARTINEZ, CONCRETE, INC.
185576 NATIONWIDE ENVIRONMENTAL SACS.
185618 CAL -CITY CONSTRUCTION, INC.
185673 LESS ANGELES FIRE DEPARTMENT
155737 TOBO CONSTRUCTION INC.
185744 WASTE RESOURCES. INC.
Total
De i16 185865 LA COLINTY SHERIFF DEPT.
185936 DISTRICT OF SOUTHERN CALIF. WATER
185958 CAL -CITY CONSTRUCTION,, INC.
185961 TOBO CONSTRUCTION, INC.
185982 CALPEFS
186001 LOS ANGELES FIRED DEPT.
156069 WASTE RESOURCES, INC.
Total
Amount o
Check
100,742.43
465,034.68
532,882.31
103,442.24
272, 648.92
489,609.02
102, 228.98
135, 283.23
2,501,871.81
127,062.54
836..494.83
126,990.27
159,207.60
353,523.82
503, 680.85
319)1240.44
124,491.29
21550,691.64
837,050.69
122,292.72
429,277.07
301,746.87
200,000.00
501,729.60
141,949.41
21,5341,046.36
Investments Managed by Main Street
Cash & Investments
Per Treasurer's Reports
Accounts
Balances per Statement
U8 Ba n k - General Account*
*Local Agency Investment Fund
US Bank - Economic Development
US Bank - RORF - Successor Agency
Accounts
Balances per Statement
US Bark - General Account*
*Local Agency Investment Fund
US Bank- Economic Development
US Bank - RE - Successor Agency
Accounts
Balanceser Statement
US Bank - General Account
*Local Agency Investment Fund
U5 Bank - Economic Development
U5 Bank - RORF - Successor Agency
CITY OF LNID
QUARTERLY REPORT
IST
1 -Dec -16
BALANCES PER MONTH
2016
Jan - Mar Apr -June
July - Sept Oct - Dec
q{' r//r��'' }��}��y[y[ }��}��y[y[
30,05 ,778.5 J
+�Jy
29,125,334-.5
+
/4'�� r#y may[ +�)y +-/�
rfl42t V ail
+Jy x
, 25,645,374.55
$ 10,125,847.83
14,376,119.84
$
11,948,260.63
$ 12,685,154.61
$ 4 ,18lo626.41 $ 43,501,454.40 $ 41,090,643.90 38,330,529.16
BALANCES PER STATEMENT
DEMAND DEPOSIT ACCOUNTS
Oct -1
Beginning Credits
$ 4,302,932.81 $ 2,854,712.09
$ 18#623,994.69 $ 28,297.93
11,585.25 0.00
$ x,244,493.24 -
Debits En. dire
$ 506201738.32 $ 1,536,906.58
$ - 180652,292.62
7,183.02 $ 4,402.23
$ 372.50 1, 244,120.74
Dec -16
Beginning Credits
$ 2,312,959.09 $ 7,626,141.26
$ 15,652,292.62 -
$ 4,402.23
$ 1,114, 347.29
*Funds transferred from LAIF account to the general account to cover expenditures
Debits Ending
4,853,222.67 $ 5,055,877.68
$ 5000000.00 $ 15,152,292.62
4,402.23
10114# 347.29
Nov -16
Beginning
Credits
Debits
Ending
$ 1,536,906.58
$ 6,245,697.08 $
5,469,644.57
2,312,959.09
180652,,292.62
, — ,
31000l000.00
15,,652...2.92..62
$ 4,402.23
$
-
$ 4,402.23
1,244,120.74
$ 1,971.55 $
1310745.00
$ 1#114#347.29
Dec -16
Beginning Credits
$ 2,312,959.09 $ 7,626,141.26
$ 15,652,292.62 -
$ 4,402.23
$ 1,114, 347.29
*Funds transferred from LAIF account to the general account to cover expenditures
Debits Ending
4,853,222.67 $ 5,055,877.68
$ 5000000.00 $ 15,152,292.62
4,402.23
10114# 347.29
TRUSTEE ACCOUNTS
Lynwood Utility Authority
Enterprise Refunding Revenue Bond, 2008 Series
BNY Trost Company
Lynwood UntiIity Authority
Enterprise Revenue Bond 2009 Series
BEVY Trust Company
Lynwood Public Finance Authority
Lease Revenue Bond, Civic Center Series 2010A
U5 Bank Corporate Trust Services
Lynwood Redevelopment Agency
Tac Allocation Bonds, Series 2011, Series
Fiscal Agent Activities
CJS Bank Corporate Trust Services
Lynwood Redevelopment Agency
Tac Allocation Bonds, Series 2011, Series B
Fiscal Agent Activities
U5 Bank Corporate Trust Services
Lynwood Public Financing Authority
Lease Revenue Refunding Bonds 2003 A
U S Bank Coporate Trust Services
DECEMBER 2016
CITY OF LYNWO D
BOND REPORT
1 -Dec -1
PURCHASE
DATE
PAR MARKET
VALUE VALLI E
May -09 $9,755,000.00 31626,933.12
Nov -08 $5,732,000.00
573,569.88
Aug -10 $9,000,000.00
.5,012,705.29
Mar -11 $1804300000.00
19,235,390.44
Mar -11 $5,660,000.00
Aug -03 $8,630,000.00
554,837.82
19192,658.70
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DATE:
AGENDA STAFF REPORT
February , 201
To: Honorable Mayor and Members of the City Council
APPROVED Y: Alma K. Martinez, City Manage
PREPARED BY: Gabriela Cama ho, City Treasurer
Sheila Harding, Deputy City Treasurer
SUBJECT: TREASURER'S EI 'S IN EST TENT POLICY STATEMENT
RECOMMENDATION_
It is recommended that the City Council adopt the attached resolution entitled: "
RESOLUTION OF THE LY1N OOD CITY COUNCIL of THE CITY of LYN OOD
APPROVING THE TREASURER'S INVESTME T POLICY STATEMENT".
BACKGROUND
The investment policies and practices of the City of Lynwood are based on state lavers
and principles of prudent money management. This statement is intended to provide
guidelines for the prudent investment of idle and surplus cash, while mooting the short
and long -terra cash flow demands and it is submitted annually for City review. The
primary goals of these policies acro:
1. To assure compliance with all federal, state, and local lavers governing the
investment of monies under the control of the Treasurer.
. To protect the principal and asset holdings of the City's portfolio.
. To ensure that adequate liquidity is provided for the prompt and efficient handling
of City disbursements.
. To generate the maximum amount of investment income within the parameters of
these investment policies and guidelines for suitable investments.
AGENDA
ITEM
:L
Revised 117/201
PURPOSE
The purpose of this Statement of Investment Policy "Policy" is to establish guidelines
for the prudent investment of the City of Lynw d's idle cash or reserve cash and
outlines the policies essential to ensure the safety and financial strength of the City's
investment portfolio.
This policy is based on the principles of prudent money management and conforms to all
applicable Federal and State Lags governing the investment of public funds under the
control of the Treasurer.
1.0 POLICY:
Annually, in accordance with California Government Code (CGC) Section 53646,
the Treasurer will render to the City Council a Statement of Investment ent Policy for
consideration and approval at a public meeting. Any investments currently held
at that time that do not meet the guidelines of this policy, as changed from time to
time by the City Council, shall be exempt from the requirements of this policy.
However, at the investment maturity or liquidation, such funds shall be reinvested
only as provided by this policy, which offer guidance to brokers and any eternal
investment advisors on the investment of City funds. This investment policy
applies to all investment activities of the City, except for the Employees
Retirement and Deferred compensation funds are excluded because it i
separately managed by a third party administrator. This policy applies to all City
funds, except for band proceeds that are managed by trustees. Trustees must
comply with the provision of bond's indenture agreements.
2.0 SCOPE:
Policy statements outlined in this document apply to the City's pooled funds, as
well as other financial assets under the City Treasurer's control unless exempted
by resolution or by statute. These funds are accounted for in the City of Lynwood
Comprehensive Annual Financial Report GAFF, and include:
•• General Fund
• Special Revenue Funds
• Capital Project Funds
Enterprise Funds
Trust and Agency Funds
Retirement Pension Funds
Internal Service Funds
Fiduciary -Agency Fund
Any new fund created by the City Council unless specifically exempted
All monies entrusted to the Treasurer shall be invested in accordance to California
Government Code Section 53601, 53602 and 53635.
INVESTMENT POLICY
3.0 PRUDENCE:
The standard of prudence to be used by investment officials small be the "prudent
investor' standard (CGC Section Soo. and shall be applied in the context of
managing an overall portfolio which states that:
"a trustee shall act with care, skill, prudence, and diligence under* the
circumstances thea prevailing, including, but not limited to, the general economic
conditions and the anticipated reeds of the agency, that a prudent person acting
in a like capacity and familiarity with those matters would use in the conduct of
funds of a like character and with like aims to safeguard the principal and
maintain the liquidity reeds of the city".
At the time of purchase, it is the City's intent to hold all investments until maturity
to ensure the return of all invested principal. However, it is recognized that
market prices of securities will vary depending on economic and interest rate
condition at any point in time.
The City Treasurer, and other individuals who may be designated to manage the
City's investment portfolio, when acting within the intent and scope of this
investment policy and other authorized written procedures, and when exercising
due diligence, are relieved of personal liability for the individual security's credit
risk or market price change of ar security or other investment, provided that
deviations from expectations are reported to the City of Lynwood in a timely
manner and that appropriate action is taken to mitigate unforeseen adverse
conditions.
4.0 OBJECTIVES:
Within the overriding requirement of compliance with all Federal, State and local
laws governing the investment of moneys under the control of the Treasurer, and
as specified in CGC Section 53600.5, when investing, reinvesting, purchasing,
acquiring, exchanging, selling or managing public funds, the primary objective of
a trustee shall be to safeguard the principal of the funds under its control. The
secondary objective shall be to meet the liquidity needs of the depositor. The
third objective shall be to achieve a return on the funds under its control.
Taking into account the City's daily and periodic cash flow needs, the City
desires to invest all temporarily idle funds as close to l00% ars Is reasonably
possible. At least 30% of the overall investment portfolio will be comprised of
investments maturing in one year or less. No single investment shall be
purchased with a terra to maturity at the date of purchase that exceeds 5 years,
except as special circumstances dictate and with the expressed a pprovarl of the
City Treasurer.
The basic goal of the City's investment policy is to ensure safety and availability
of temporarily idle funds when they are needed. The primary objectives: in
priority order, of the investment activities shall be:
Safety: Safety of principal is the foremost objective of the investment
program. Each investment transaction must seek to ensure that capital
2
INVESTMENT POLIO
losses are avoided, whether from securities default, broker-dealer default,
or erosion of market value. The City will endeavor to preserve principal
by mitigating both credit risk and market risk, as specified below.
Credit risk, which is defined as the risk of loss due to insolvency or other
failure of the issuer of a security, rust be mitigated by purchasing
investment grade securities and by diversifying the investment portfolio so
that the failure of any one issuer does not unduly harm the City's capital
base and cash flow.
Market risk, which is defined as market value fluctuations, must be
mitigated by limiting the average maturity of the City's investment portfolio
to one year, limiting the maximum ur maturity of any one security to five
years, structuring the portfolio to take into account historic and current
cash flow analysis, eliminating the need to sell securities for the sole
purpose of short term speculation.
Liquidity: Because the City operates its own water utility and bills
monthly for utility services, cash flow is generated on a daily basis.
Historical cash flow trends must be compared to current cash flog
requirements on an ongoing basis to ensure that the City's investment
portfolio will remain sufficiently liquid to enable the City to meet all
reasonable anticipated operating requirements. In managing City funds
for cash flow needs, it is generally not the intention to liquidate a security
prior to maturity in order to meet expected cash flog needs. However, it
is important that when exceptional conditions require, and there are
unexpected cash flow demands, a security sale can be done quickly.
Return on the Investment: The investment portfolio shall be designed
and managed with the objective of attaining a market rate of return
throughout budgetary and economic cycles, taking into account the
investment objectives, authorized investments and the cash flow needs of
the City.
5.0 DELEGATION of AUTHORITY:
In accordance with section 53607 of the Government Code! the City of Lynwood
management responsibility for the investment program is hereby delegated to the
Treasurer, who shall be responsible for all transactions undertaken and shall
establish a system of control to regulate the activities of subordinate officials, and
their procedures in the absence of the Treasurer. Under the provision of CGC
Section 53600.3, the Treasurer is a trustee and a fiduciary subject to the prudent
investor standard. The City may delegate to the City Treasurer the authority t
invest or reinvest City funds for a one-year period.
The Treasurer may delegate all, or a portion of his/her investment authority to a
Deputy City Treasurer. Prior to the delegation of the investment authority to a
Deputy City Treasurer, the Treasurer shall notify the City council and request
confirmation of the delegation. Delegation of investment authority will not
remove or abridge the Treasurer's investment responsibility.
3
INVESTMENT POLICY
The City may engage the services of one or more eternal investment managers
to assist in the management ent of the City's investment portfolio in a manner
consistent with the City's objectives. Such eternal managers may be granted
discretion to purchase and sell investment securities in accordance with this
Investment Policy.
The Treasurer shall establish written investment policy procedures for the
operation of the investment program consistent with this policy. The procedures
should include reference to: safekeeping, wire transfer agreements, banking
service contracts and collateral/depository agreements. such procedures shall
include explicit delegation of authority to persons responsible for investment
transactions. No person may engage in an investment transaction except as
provided under the terms of this policy and the procedures established by the
Treasurer.
The Treasurer and Deputy Treasurer shall attend at least one training session
within twelve months after tacking office or being appointed, and at least annually
thereafter. The training session should be sponsored by a professional
organization, such as, but not limited to: Government Finance officers
Association GFOA , Californian Society of Municipal Finance Officers CSMF ,
Municipal Treasurers Association of the United States & Canada (MTA, US&C),
California Municipal Treasurer Association CMTA , and Government Investment
Officers Association GIA. Training must include some or all of the following
components: investment controls, security risks, strategy risk, market risks, and
compliance with Federal, Mate and local laws.
6.0 ETHICS AND CONFLICT OF INTEREST:
Elected officials, City officers, employees and any other individual involved in the
investment operations are prohibited from personal business activity that could
conflict with proper- execution of the investment program, or which could impair
their ability to make impartial investment decisions: or which could give the
appearance thereof. Furthermore, these same individuals shall disclose any
material financial interest in financial institutions that conduct business within
their jurisdiction, and they shall further disclose any large personal
financial/investment positions that could be related to the performance of the
City. The Treasurer shall immediately disclose any financial interest which is
subject to disclosure under the California Political Reform Act or would constitute
ar conflict of interest under Government Code Section 1090 to the City Manager.
All other City Investment officials shall immediately disclose any financial interest
which is subject to disclosure under the California Political Reform Act or would
constitute a conflict of interest under Government Code Section 1990 to the City
Manager.
7.0 AUTHORIZED ED DEALERS AND INSTITUTIONS:
The City may conduct investment transactions only with barks, savings and
loans associations, and registered broker-dealers. Any investments other than
those purchased directly from a issuer must be purchased from i) an individual
or entity licensed by the Mate as a broker-dealer, as defined in Section 25004 o
the Corporations Code, and which is a member of the Financial Industry
4
INVESTMENT P LIC
Regulatory Authority, FINRA or(ii) from a member of a federally -regulated
securities exchange, or (iii) a rational or state charted bank; or iv a federal or
state association as defined by Section 5102 of the Financial Code); or v a
brokerage firm designated as a primary government dealer by the Federal
Reserve Bank.
The City Treasurer, either directly or through an authorized party, rust
investigate and evaluate all financial institutions, on an annual basis, that desire
to do business with the City in order to determine whether they are adequately
capitalized and whether they make markets in securities that are appropriate to
the City's reeds. This may be accomplished by the following: a financial
institution to complete and return an appropriate questionnaire, audited financial
statements and proof of Financial Industry Regulatory Authority FINRA
registration and good standing.
Nothing in this section precludes the City from engaging the services of a
Registered Investment Advisory firm to assist the City, on a discretionary basis,
with the investment of the City's portfolio.
.o AUTHORIZED AND SUITABLE INVESTMENTS:
Investments must be made in accordance with the "Prudent Investor mule" that is
cited under the heading "Pruden e.a,
The City is subject to California Government Code, Sections 53600 et seal,
within the content of these limitations, the following investments are authorized,
subject to the restrictions noted below:
A. United States Treasury Obligations, Bills, Notes, and Bonds or similar
instruments for which the full faith and credit of the United States is
pledged for payment of principal and interest. There is no limitation on
the percentage of the City's surplus funds that can be invested in these
instruments. The maximum maturit period mai not exceed 5 gears.
B. US Agency and/or obligations, Securities that represent an obligation of
several agencies or instrumentalities which administer selected leading
programs of the U.S. Government. These agencies include obligations
issued by banks for cooperatives, federal land banks, federal intermediate
credit banks, the Federal Home Loan Board (FHLB), Federal Home Loan
Mortgage Corporation FHLMC , Federal Farm Credit Bark FFCB , and
the Federal National Mortgage Association (FNMA). Although there is no
percentage limitation on investments in these obligations, the "Prudent
Investor Rule #' applies to obligations issued by any of these agencies,
because U.S. Government backing is implied rather than guaranteed.
Themaximum maturity aeriod may not exceed 5 gears.
C. Commercial Paper rated "P-1" by Moody's Investor Services or "A-V by
Standard & Poor's, and issued by a domestic corporation having assets in
excess of $500,000,000 and has a long-term debt rating of "A.2" or higher
by ll oody's or "A" or higher rating by S&P. The purchase of eligible
commercial paper may not exceed 270 days maturity nor represent more
INVESTMENT POLICY
than % of the outstanding paper of an issuing corporation. The
Purchase of commercial paper not to exceed 2% of the city's surplus
funds.
D. FDIC Insured Certificates of Deposit issued by a nationally or state -
chartered bank, or a state of federal savings and loan association, or by a
state -licensed branch of a foreign bank. The ingested amount per
institution shall not exceed the current FDIC insured limit (currently
$250,000). Purchases of elr' ible FDIC insured certificates of deposit
shall not exceed fire years to maturit .
E. Negotiable Certificates of Deposit issued by a national or state -charted
bank or a state or federal saving and loan association. Negotiable
certificates of deposit may not exceed 30% of the City's total portfolio.
Certificates purchased from a bank may net exceed 0% of the City's
total portfolio. Certificates purchased from a bank may not exceed the
shareholder's equity in the bank. Certificates over $500,000 purchased
from savings and lean associations may not exceed the net worth of the
association. The maximum maturity period may not exceed 5years.
F. state of California Local Agency Investment Fuad LAIF Funds may be
invested in LAIF; a State of California managed investment pool, up to the
maximum dollar amounts per separate legal entity in conformance with
the account balance limits authorized by the state Treasurer. Annual
review of LAIF's Pool Money Investment Beard Annual Report will be
conducted to continue to ensure LAIF's investment policy, standards, and
rate of return are compatible with the City's risk tolerance. Limits:
Maximum concentration $65 million combined limit for all accounts.
G. Funds held under the terms of a Trust Indenture or other contract or debt
issuance agreement may be ingested according to the provisions of those
indentures' agreements.
H. The City may ingest in non-negotiable time deposits that are collateralized
as required by the California Government Code, and that are maintained
in banks and savings and loans associations that meet the requirement
for accepting deposits of public funds. Because time deposits are not
liquid, no more than 25% of the City's temporarily idle funds may be
ingested in this category. A maximum maturity period may not exceed
one
1. Medium terra corporate notes with a maximum maturity of 5 years may be
purchased. Securities eligible for investment must be rated "A2" or higher
by f oody's or `K or higher rating by S&P. Medium terra notes may not
need 0% of the market value of the City's portfolio, and not more than
% of the market value of the portfolio may be ingested in notes issued by
any one corporation. Commercial paper holdings must be included when
calculating this 2% limitation. The maximum maturity period may not
exceed 5 years.
INVESTMENT T J LICY
J. Shares of beneficial interest issued by diversified management
companies, that are money market funds MIIF registered with the
Securities and Exchange Commission under the Investment Advisory
Company Act of 1940 1 U.B.C. Sec 0a-1 et seq.. To be eligible for
investment pursuant to this subdivision these companies shall either I
attain the highest ranking letter or numerical rating provided by not lass
than two of the three lamest nationally recognized rating services or (2)
have an investment advisor registered or exempt from registration with
the securities and Exchange Commission with not less than, five years'
experience ingesting in money market instruments with assets in excess
f $50010001000.
The purchase price of the MIVIF shams shall not exceed % of the City's
surplus funds. No more than 10% of the City's surplus funds may be
ingested in shares of any one IIMF.
K. Supranational Debt Obligations. United States dollar-denorni
l�hated
senior unsecured unsubordinated obligations issued or unconditionally
guaranteed by the International Bank for Reconstruction and
Development of the World Bank 113 D , International Finance
Corporation (IFC), and Inter -American Development Bank (IABD), with
maximum remaining maturity of fire years or less, and eligible for
purchase and sale within the United ,states. Investments must have a
minimum rating of AA or better by at least two of the following NF BI 's:
Moody's: BSP, or Fitch, and shall not exceed 30% of the City's surplus
funds, and not more than % of the market value of the portfolio may be
ingested in notes issued by any one supranational. The maximum
maturity period may not exceed 5 years.
.0 UNAUTHORIZED INVESTMENTS:
State and Federal lags notwithstanding, any investment not specifically
described herein including, but not limited to, reverse repurchase agreements,
derivatives, options, futures, zero coupon bonds, inverse floaters, range notes,
first mortgages or trust deeds, collateralized mortgage obligations, CM 's ,
limited partnerships, real estate investments, trusts REIT', open-end mutual
funds with a weighted average maturity greater than 180 days, unregulated
and/or uninsured investment pools, common stock, preferred stock, commodities,
precious metals, securities with high price volatility, limited marketability (less
than three active bidders), securities that may default on interest payments and
any other speculative investment deemed inappropriate under the prudent
investor standard are strictly prohibited.
10.0 REVIEW of INVESTMENT PORTFOLIO
The securities held by the City of Lynwood must be in compliance with Section
8.0 Authorized and Suitable Investments at the time of purchase. The Quarterly
Investment report will identify any securities that do not comply. The Treasurer
shall report any instances of noncompliance identified through the review of the
portfolio to the City Council.
INVESTMENT POLICY
11. OLLATEF AL REQUIREMENTS:
UIF EMENTS:
Collateral for Certificates of Deposit DD and Negotiated Certificates of Deposit
(NCD) must comply with Government Code, Chapter 4, Bank Deposit law
Section 16500 et sect. and the Savings and Loan and Credit Union Deposit Law
Government Code Section 16600 et seq.
In order to reduce market risk and provide a level of security for all funds, the
market value of securities that underlay Certificates of Deposit shall be valued at
110% of the market value of principal and accrued interest. Repurchase
hase
Agreements shall be valued at 102% of the market value of principal and accrued
interest.
In conformity with the provisions of the Federal Bankruptcy y Code that provide for
the liquidation of securities held as collateral, the only securities acceptable a
collateral are certificates of deposit, commercial paper, eligible bankers
acceptances, and medium term notes or securities that are the direct obligation
of, or are fully guaranteed as to principal and interest by the United States or any
City of the United States.
An independent third party with whom the City has a current custodial agreement
will always hold collateral.
The right of collateral substitution is granted with prig approval of the City
Treasurer.
12.0 SAFEKEEPING AND CUSTODY
All securities owned by the City small be held in safekeeping by the City's
custodial bank or by a third party bank trust department, acting as agent for the
City under the terms of a custody agreement or master repurchase agreement.
All security transactions, including collateral for repurchase agreements, entered
into by the City shall be conducted on a Delivery -Versus -Payment (DVP) basis
through the City's safekeeping agent. Securities meld in custody for the City shall
be independently audited on an annual basis to verify investment holdings.
13.0 DIVERSIFICATION:
The Treasurer shall maintain a diversified portfolio to minimize the risk of loss
resulting from over concentration of assets in a specific maturity, issuer, or
security type. With the exception of U.S. Treasury securities, Federal agencies,
and LAIF, no more than 50% of the City's total investment portfolio will be
invested in with a single institution. Additionally, no more than %, calculated at
the time of purchase, of the portfolio shall be ingested in one name or with one
credit counterparty.
14.0 MAXIMUM MATURITIES:
To the extent possible the portfolio will attempt to math its investments with
anticipated cash flow requirements. Matching maturities with cash flow dates will
reduce the need to sell securities prig to maturity, thus redwing a potential
0
INVESTMENT lEC T P LIC
realized loss. The portfolio will not directly invest in securities maturing more
than five years from the date of purchase pursuant to Government Code
Section 53601. (Excluding LAI1= . The wei hted averqge maturity of the portfolio
shalt not exceed 3 years.
Reserve funds may be invested in securities exceeding one year if the maturity of
such investments is made to coincide as nearly as practicable with the expected
use of the funds. No portion of the portfolio may exceed five years.
15.0 INTERNAL Co ITROL:
The Treasurer is responsible for establishing and maintaining an internal control
structure designed to ensure that the City's assets are protected from loss, theft
or misuse. The internal control structure shall be designed to provide reasonable
assurance that these objectives are met. The concept of reasonable assurance
recognizes that the cost of ar control should not exceed the benefits to be derived
and that the valuation of costs and benefits requires estimates and judgments by
management. Internal control procedures shall address:
Separation of duties
e Control of collusion
Custodial safekeeping
Avoidance of physical delivery of securities
Written confirmation of transfers for investments and wire transfers
•*o written procedures for placing investment transactions
*:'* Delegation of authority to investment officials
16.0 PERFORMANCE STAT DA Ds:
The investment portfolio shall be designed with the objective of obtaining a
market rate of return throughout budgetary and economic cycles, commensurate
with investment risk constraints and cash flow needs -
a. Investment Strategy: The portfolio's basic investment strategy is to buy
and hold investments until maturity. However the Treasurer may sell a
security due to adverse changes in credit risk or, due to unexpected cash
flow needs, or to improve the quality, yield, or target duration of the
portfolio.
b. Market field (Benchmark): The City portfolio is managed with the
objective of obtaining a market rate of return, commensurate with
identified risk constraints and cash flog characteristics. The appropriate
benchmarks will be periodically reviewed by the City Treasurer.
17.0 REPORTING:
F TIIAC:
In compliance with Government code Section 53667 and 53646, the Treasurer
shall provide the City Council quarterly investment reports, which provide a clear
picture of the status of the current investment portfolio.
9
INVESTMENT P I....ICY
The Quarterly Investment Deport will include the following information: portfolio
statistics, portfolio performance, compliance reporting requirements, and
investment trading:
Portfolio statistics
Classification of the investment, the percentage of the total portfolio which
each type of investment represents, issuer, CLUB I P, purchase date, rating of
security, date of maturity, par and dollar amount invested on all securities
and investments.
• Current market t gyral u and the source of the market value.
Weighted average maturity of the investment portfolio.
Maturity aging by type of investment.
Unrealized gain or lass resulting from appreciation or depreciation in the
market value of securities.
Compliance Reporting guirem nts
• Dash management projection: Statement denoting the ability of the City to
meet its expected obligations over the next six months.
Statement of compliance with the Policy: Reasons for and number- of
violations or exceptions to the investment policy during the quarter being
reported on, as well as prior violations or exceptions which have not }ret
been corrected.
Investment Tradinq Activity
All investment transactions occurring during the quarter whether or not the
transaction has been fully settled.
A description of any security purchased during the quarter with a maturity
exceeding five years.
A description of any security downgraded below the minimum acceptable
ratings level (below prime for short terra ratings, or below investment grade
for long term ratings).
18.0 INVESTMENT POLICY ADOPTION:
The Treasurer shall annually render to the City Council a statement of
Investment policy as required in section 53646(a) of the Government Code. The
City's investment policy shall be adopted by resolution of the City Council and
shall be reviewed annually; any modification made thereto must be approved by
the legislative body.
19.0 LOSSAiY
Definitions of investment -related terms are listed on Exhibit A.
10
Revised 1/7/2016
RESOLUTION NO.
A RESOLUTION LUT1 F THE CITY COUNCIL OF THE CITY OF LYNWOOD APPROVING
THE TREASURER'S 'S STATE LENT OF INVESTMENT EI T P LICY
WHEREAS, the Treasurer is responsible for the City of L nw d's cash flow
whereby funds are transferred from various accounts to meet operating obligations; and
WHEREAS, the Treasurer is also responsible for the investment of idle cash; and
WHEREAS, the Treasurer has prepared guidelines for a prudent investment
policy; and
WHEREAS, the policy contains certain investment criteria; and
WHEREAS, the basic premise of the policy is to ensure the safety of funds and
assure that the Lynwood City Council's cash needs are met.
NOW, THEREFORE, E, the Lynwood Cit 1 Council does hereby find, proclaim, order
and resolve as follows:
Section 1. That the Treasurer's Statement of Investment P lcy attached hereto
as Exhibit "A" is hereby approved.
Section 2. This resolution shall go into effect immediately upon its adoption
PASSED, APPROVED and ADOPTED this day of 2017.
ATTEST:
Maria Quinonez, City Clergy
APPROVED As TO FORM:
David A. Garcia, City Attorney
Maria T. santillan, Mayor
APPROVED AS TO CONTENT:
Alma K. Martinez, City !Manager
INVESTMENT ENT POLICY
EXHIBIT
GLOSSARY
ACCRETION: : Adjustment of the difference between the price of a bond bought at an
original discount and the par value of the bond.
AGENCIES: Federal agency securities and/or Government-sponsored enterprises
(GSEs), also known as U.S. Government instrumentalities. Securities issued b
Government [rational Mortgage Association GNMA are considered true agency
securities, backed by the full faith and credit of the U.S. Government. GSEs are
financial intermediaries established by the federal government to fund loans to certain
groups of borrowers, for example homeowners, farmers and students and are privately
owned corporations with a public purpose. The most common GSEs are Federal Farm
Credit System Banks, Federal Horne Loan Banks, Federal Horne Loam Mortgage
Association, and Federal [National Mortgage Association.
AMORTIZATION: ATION: Accounting procedure that gradually reduces the cost value of
limited life or intangible asset through periodic charges to income. For fixed assets, the
term used i "depreciation". It is common practice to amortize any premium over par
value paid in the purchase of preferred stock or bond investments.
APPRECIATION: Increase in the value of ars asset such as a stock bond, commodity r
real estate.
ASKED PRICE: The price a brokerdealer offers to sail securities.
ASSET BACKED: A type of security that is secured by receivables, such as credit card
and auto loans. These securities typically pay principal and interest monthly.
BANES' ACCEPTANCE BA: A draft or bill or exchange accepted by ar bank or
trust company. The accepting institution guarantees parent of the bill, as well ars the
issuer. This money market instrument is used to finance international trade.
BASIS POINT: One-hundredth of one percent i.e., 0.01%).
BENCHMARK: A comparative base for measuring the performance or risk tolerance of
the investment portfolio. A benchmark should represent a close correlation to the level
of risk and the average duration of the portfolio's investment.
BID PRICE: The price a broker/dealer offers to purchase securities.
BOND: A financial obligation for which the issuers promises to pair the bondholder a
specified stream of future cash flows, including periodic interest payments and a
principal repayment.
BOOK HATE of RETURN: N: A measure of a portfolio's performance over time. It is the
internal rate of return which equates the beginning value of the portfolio with the ending
value, and includes interest earnings and realized gains and losses on the portfolio.
12
INVESTMENT POLICY
BOOK VALUE: The value at which a debt security is shown on the holder's balance
sheet. Book value is acquisition cost less amortization of premium or accretion of
discount.
BROKER: A broker acts as an intermediary between a buyer and seller for a
commission and does not trade for leis/her own risk and account or inventory.
CALLABLE SECURITIES: A security that can be redeemed by the issuer before the
scheduled maturity date.
CASH FLOW: An analysis of all charges than affect the cash account during a specified
period.
CERTIFICATE OF DEPOSIT (CD): A time deposit with a specific maturity evidenced by
a certificate. Large -denomination CD's are typically negotiable.
COLLATERAL: Securities, evidence of deposit or other property which a borrower
pledges to secure repayment of ar Ian. Also refers to securities pledged by a bank to
secure deposits of public monies.
COLLATERALIZED MORTGAGE OBLIGATION (CMO): A type of mortgage-backed
security that creates separate pools of pass-through rates for different classes of
bondholders with varying maturities, called tranches. The repayments from the pool of
pass-through securities are used to retire the bonds in the order specified by the bonds'
prospectus.
COMMERCIAL PAPER: Short-term, unsecured, negotiable promissory notes of
corporations.
COMMERCIAL RECEIVABLES: ABLES: Business debt owed to a creditor which may be used
as collateral for asset backed securities. These receivables include equipment leases,
building leases, and other business loans.
COMPREHENSIVE Al NUAL FINANCIAL REPORT T AFI : The official annual
financial report for the City. It includes combined statements and basic financial
statements for each individual fund and account group prepared in conformity with
Generally Accepted Accounting Principles (GAAP).
CONDUIT FINANCING: A financing in which a governmental agency issues debt and
the proceeds of the issue are loaned to a nongovernmental borrower who then applies
the proceeds for a project financing or if permitted by federal tax lavers for a qualified
501 bond) for working capital purposes.
CONSUMER RECEIVABLES: Consumer debt owed to a creditor which may be used
as collateral for asset backed securities. These receivables include credit card, auto,
and home equity loans.
CORPORATE NOTE: Debt instrument issued by a private corporation.
COUPON: The annual rate at which a bond pays interest.
13
INVESTMENT POLICY
CREDIT ANALYSIS: An analysis of the economic and financial conditions to determine
creditworthiness or the ability to meet debt obligations.
CREDIT RATINGS: S: grade given to a debt instrument that indicates its credit quality.
Private independent rating services su h as standard & P or's, Moody's Moody'and Fitch
provide these evaluations of the issuer's financial strength, or its ability to pay principal
and interest in a timely fashion. High graded credit ratings are as follows:
Moody'Moody's
standard & P oes
Fitch
Long
Tern
short
Term
Long
Tera
short
Term
Long
Terra
Short
Term
Aaa
P1
AAA
A1+
AAA
A1+
l
AAS-
AA+
Aa2
AA
AA
Aa
-
AA -
Al
A+
Al
+
A
Baal
BBB
BBB+
CREDIT DISE(: The risk that an obligation will not be paid and a loss will result due to a
failure of the issuer of a security.
CUSIP: Stands for Committee n Uniform securities Identification Procedures. A
CUSIP number identifies most securities, including; stocks s f all registered U.S. and
Canadian companies, and U.S. government and municipal bonds. The CUSIP system
owned by the American Bankers Association and operated by standard & Pr's
facilitates the clearing and settlement process of securities. The number consists of nine
characters (including letters and numbers) that uniquely identify a company or issuer
and the type of security.
CURRENT YIELD: The annual interest on an investment divided by the current market
value. since the calculation relies on the current market value rather than the investor's
cost, current yield is unrelated to the actual return the investor will earn if the security i
held to maturity.
CUSTODIAN: A bark or other financial institution that keeps custody of stook
certificates and other assets.
DEALER: A dealer: as opposed to a broker, acts as a principal in all transactions,
buying and selling for his/her own risk and account or inventory.
DEBENTURES: A bond secured only by the general credit of the issuers.
DEFEASED BOND ISSUES: Issues that have sufficient money to retire outstanding
debt when due, so that the agency is released from the contracts and covenants in the
bond documents.
DELIVERY Y VERSUS PAYMENT (DIP): Delivery of securities with a simultaneous
exchange f money for the securities.
14
INVESTMENT P LIC
DERIVATIVE: E: A financial instrument that is based on, or derived from, some underlying
asset, reference date, or index.
DIRECTISSUER: : Issuer markets its own paper directly to the investor without use of an
intermediary.
DISCOUNT: The difference between the cost of a security and its value at maturity
when quoted at lower than face value.
DIVERSIFICATION: Dividing investment funds among a variety of securities offering
independent returns and risk profiles.
DURATION: A measure of the timing of the cash flows, such as the interest payments
ents
and the principal repayment, to be received from a given fined -income security. This
adulation is based on three variables: term to maturity, coupon rate, and yield to
maturity. Duration measures the price sensitivity of a bond to changes in interest rates.
EARNED INCOME YIELD THIS PERIOD (annualized): The Total net Earnings this
period divided by Average Daily Portfolio Balance and the number of days in the period,
multiplied by 365 r 360 depending on the profile setting), and thea multiplied by 100.
FACEVALUE: The principal amount owed on a debt instrument. It is the amount on
which interest is computed and represents the amount that the issuer promises to pay at
maturity.
FAIR VALUE: The amount at which a security could be exchanged between willing
parties, other than in a forced or liquidation sale. If a market price is available, the fair
value is equal to the market value.
FANNIE MAE: Trade name for the Federal National Mortgage Association (FNMA), a
U.S. Government sponsored enterprise.
FEDERAL DEPOSIT INSURANCE CORPORATION (FDIC): A federal agency that
provides insurance on bank deposits, guaranteeing deposits to a set limit per account,
currently $100,000.
FEDERAL FARM CREDIT BANK (FFCB): Government-sponsored enterprise that
consolidates the financing activities of the Federal Land Banks, the Federal Intermediate
Credit Banks and the Banks for Cooperatives. Its securities do not carry direct U.S.
government guarantees.
FEDERAL FUNDS DATE: The rate of interest at which Federal funds are traded. This
rate is considered to be the most sensitive indicator of the direction of interest rates, as it
is currently pegged by the Federal Reserve through open -market operations.
FEDERAL GOVERNMENT AGENCY SECURITIES: Federal Agency or United States
government-sponsored enterprise obligations, participations, or other instruments,
including those issued by or fully guaranteed as to principal and interest by federal
agencies or United Statesgovernment-sponsored enterprises.
INVESTMENT T POLICY
FEDERAL HOME LOAN BANKS (FHLB): Government sponsored enterprise (currently
made up of 12 regional banks) that regulates and lends funds and provides
correspondent banking services to member commercial banks, thrift institutions, credit
unions and insurance companies. Although the banks operate under federal charter
with government supervision, the securities are not guaranteed by the U. S.
Government.
FEDERAL HOME LOAN MORTGAGE CORPORATION ATION FHLMC : Government
sponsored enterprise that helps maintain the availability of mortgage credit for residential
housing. FHLMC finances these operations by marketing guaranteed mortgage
certificates and mortgage participation certificates. Its discount notes and bends de not
carry direct U.S. government guarantees.
FEDERAL NATIONAL MORTGAGE ASSOCIATION (FNMA): Government sponsored
enterprise that is the largest single provider of residential mortgage funds in the United
States. FNMA is a private stockholder -owned corporation. The corporation's purchases
include a variety of adjustable mortgages and second loans, in addition to fined -rate
mortgages. FNMA's securities are also highly liquid and are widely accepted. FNMA
securities do not carry direct U.S. Government guarantees.
FEDERAL. OPEN MARKET COMMITTEE FOMD : A committee of the Federal
Deserve Board, which establishes monetary policy and executes it through temporary
and permanent changes to the supply of bank reserves.
FEDERAL RESERVE E SYSTEM: The central bank of the U.S. which consists of a seven
member Board of Governors, 12 regional banks and about 5,700 commercial banks that
are members,
FED WIRE: A wire transmission service established by the Federal Reserve erve Bank to
facilitate the transfer of funds through debits and credits of funds between participants
within the Fed system.
F} EDDIE MAC: Trade name for the Federal Hone Loan Mortgage Corporation
(FHLMC), a U.S. government sponsored enterprise.
FITDH INDIVIUAL BANK RATINGS: S: Individual Ratings are assigned to banks that are
legal entities. These ratings, which are internationally comparable, attempt to assess
how a bank would be viewed if it were entirely independent and could not rely on
eternal support. These ratings are designed to assess a bank's exposure to, appetite
for, and management of risk, and thus represent the agency's view on the likelihood that
it would run into significant financial difficulties such that it would require support. The
ratings are as follows.
A. A very strong bank - Characteristics may include outstanding profitability and
balance sheet integrity, franchise, management, operating environment or
prospects.
B. A strong bank - Thea are no major concerns regarding the bank.
Characteristics may include strong profitability and balance sheet integrity,
franchise, management, operating environment or prospects.
INVESTMENT POLICY
C. An adequate bank, which, however, possesses one or more troublesome
aspects. There may be some concerns regarding its profitability and balance
sheet integrity, franchise, management, operating environment or prospects
■
D.. A bank that has weaknesses of internal and/or eternal origin. There are
concerns regarding its profitability and balance sheet integrity, franchise,
management, operating environment or prospects. Barks in emerging
markets are necessarily faced with a greater number of potential
deficiencies of eternal origin.
E. A bank with very serious problems, which either requires or is likely t
require external support.
F. A bark that has either defaulted or, in Fitch Ratings' s' opinion, would have
defaulted if it had not received external support. Examples of such support
include state or local government support, (deposit) insurance funds,
acquisition by some other corporate entity or an injection of new funds from
its shareholders or equivalent.
/Vote: Gradations may be used among the ratings A to E: i.e. AIB, BIC, CID, and DIE.
No gradations apply to the F rating.
GINNIE IVIAE: Trade name for the Government National Mortgage Association GNI IA ,
a direct obligation bearing the full faith and credit of the U.S. Government.
GOVERNMENT T ADDOUNTIN STANDARDS DS BOAT D (GASB): A standard-setting
body, associated with the Financial Accounting Foundation, which prescribes standard
accounting practices for governmental units.
GUARANTEED INVESTMENT ENT CONTi A TS (GICs): An agreement acknowledging
receipt of funds, for deposit, specifying terms for withdrawal, and guaranteeing a rate of
interest to be paid.
INACTIVE E DEPOSITS: Funds not immediately needed for disbursement.
INTEREST RATE: The annual yield earned on an investment, expressed as a
percentage.
INTEREST DATE RISK: The risk of gain or loss in market values of securities due to
changes in interest -rate levels. For example, rising interest rates will cause the market
value of portfolio securities to decline.
INVESTMENT AGREEMENTS: ENTS: contract providing for the lending of issuer funds to a
financial institution which agrees to repay the funds with interest under predetermined
specifications.
INVESTMENT GLADE (LONG TERM RATINGS): : The minimum, high quality ratings
for long tern debt such ars corporate notes. Investment Grade ratings are as follows:
A3 Moody's, A -(S&P), and - (Fitch).
INVESTMENT POLICY
INVESTMENT PORTFOLIO: A collection of securities held by a bank, individual,
institution or government agency for investment purposes.
LIQUIDITY: A liquid asset is one that can be converted easily and rapidly into cash with
minimum risk of principal.
LOCAL AGENCY INVESTMENT FUND LAIF : An investment pool sponsored by the
State of California and administered/managed by the state Treasurer. Local
government units, with consent of the governing body of that agency, may voluntarily
deposit surplus funds for the purpose of investment. Interest earned is distributed by the
State Controller to the participating governmental agencies on a quarterly basis.
LOCAL AGENCY INVESTMENT POOL: A pooled investment vehicle sponsored by a
local agency or a group of local agencies for use by other local agencies.
MARK To MARKET: Current value of securities at today's market price.
MARKET RISK: : The risk that the value of securities will fluctuate with changes in
overall market conditions or interest rates. Systematic risk of a security that is common
to all securities of the same general class stock, bonds, notes, money market
instruments) and cannot be eliminated by diversification (which may be used to eliminate
non-systematic risk.
MARKET VALUE: The price at Which a security is currently being sold in the market.
See FAIR VALUE.
MASTER REPURCHASE AGREEMENT: A written contract covering all future
transactions between the parties to repurchase agreements and reverse repurchase
agreements that establish each party's rights in the transactions. A master agreement
will often specify, among other things, the right of the buyer -leader to liquidate the
underlying securities in the evert of default by the sellar -borrower.
MATURITY: Th date that the principal or stated value of a debt instrument becomes
due and payable.
MEDIUM-TERM NOTES MTN : Unsecured, investment-grade senior debt securities
of major corporations which are sold in relatively small amounts either on a continuous
or an intermittent basis. MTNs are highly flexible debt instruments that can be structured
to respond to market opportunities or to investor preferences.
MODIFIED DURATION: The percent change in price for a 100 basis point change in
yields. This is a measure of a portfolio's or security's exposure to market risk.
MONEY MARKET: The market in which short term debt instruments Treasury Bills,
Discount Notes, Commercial Paper, Banker's Acceptances and Negotiable Certificates
of Deposit) are issued and traded.
MORTGAGED BACKED SECURITIES: A type of security that is secured by a
mortgage or collection of mortgages. These securities typically pair principal and
interest monthly.
W
INVESTMENT POLICY
MUNICIPAL BONDS: Debt obligations issued by states and local governments and
their agencies, including cities, counties, government retirement plans, school districts,
state universities, sewer districts, municipally owned utilities and authorities running
bridges, airports and other transportation facilities.
MUTUAL FUND: An entity that pools money and can invest in a variety of securities
which are specifically defined in the fund's prospectus.
NEGOTIABLE CERTIFICATE of DEPOSIT: A large denomination certificate of
deposit which can be sold in the open market prior to maturity.
NET PORTFOLIO YIELD: Calculation in which the 366 -day basis equals the annualized
percentage of the sura of all Net Earning during the period divided by the sure of all
Average Daily Portfolio Balances.
NEW ISSUE: Terra used when a security is originally "brought" to market.
NOTE: A written promise to pay a specified amount to a certain entity on demand or on
a specified date.
OPEN MARKET OPERATIONS: Purchases and sales of government and certain other
securities in the open market by the New York Federal Reserve Bank as directed by the
F MC in order to influence the volume of money and credit in the economy. Purchases
inject reserves into the bank system and stimulate growth of money and credit: Sales
have the opposite effect. Open market operations are the Federal Reserve's most
important and most flexible monetary policy tool.
PARVALUE: The amount of principal which must be paid at maturity. Also referred to
as the face amount of a bond. See FADE VALUE.
PORTFOLIO: The collection of securities held by an individual or institution.
PREMIUM: !: The difference between the parr value of a bond and the cost of the bond,
when the cost is above par.
PRIMARY Y DEALER: A group of government securities dealers who submit daily reports
of market activity and positions and monthly financial statements to the Federal Reserve
Bank of New York and are subject to its informal oversight. These dealers are
authorized to buy and sell government securities in direct dealing with the Federai
Reserve Bank of New York in its execution of market operations to carry out U.S.
monetary policy. Such dealers must be qualified in terms of reputation, capacity, and
adequacy of staff and facilities.
PRIME E SHO T TERM RATING): : High quality ratings for short terra debt such as
commercial paper. Prime ratings are as follows: Pl I oody's , Al (S&P), and F1
(Fitch).
PRINCIPAL: The face value or par value of ar debt instrument, or the amount of capital
ingested in a given security.
PROSPECTUS: A legal document that must be provided to any prospective purchaser
of a new securities offering registered with the Securities and Exchange Commission
INVESTMENT E [T P LIC
that typically includes information on the issuer, the issuer's business, the proposed use
of proceeds, the experience of the issuer's management, and certain certified financial
statements (also known as an `official statement").
PRUDENT INVESTOR STANDARD: D: A standard of conduct for fiduciaries. Investments
shall be made with judgment and care --under circumstances then prevailing, which
persons of prudence, discretion and intelligence exercise in the management of their
own affairs, not for speculation, but for investment, considering the probable safety of
their capital ars well as the probable income to be derived.
PUBLIC DEPOSITS: A bank that is qualified under California law to accept a deposit of
public funds.
PURCHASE DATE: The data in which a security is purchased for settlement on that or
later date. Also known as the "trade date".
DATE of RETURN: 1 The yield which can be attained on a security based on its
purchase price or its current market price. Income earned on an investment,
expressed as a percentage of the cost of the investment.
REALIZED ED GAIN (OR Loss): Gain or loss resulting from the sale or disposal of a
security.
REGIONAL DEALER: A financial intermediary that buys and sells securities for the
benefit of its customers without maintaining substantial inventories of securities and that
is not a primary dealer.
REPURCHASE I CHASE AG EEMEC T (FSP or REPO): : A transaction in which a counterparty or
the Felder of securities e.. investment dealer) sells these securities to an investor e..
the City) with a simultaneous agreement to repurchase them at a fined date. The
security "buyer" e.g. the City) in effect leads the "seller" money for the period of the
agreement, and the terms of the agreement are structured to compensate the "buyer' for
this. Dealers use RP extensively to finance their positions. Exception: when the Fed is
said to be doing 1P, it is lending money, which i, increasing bank reserves.
REVERSE REPURCHASE AGREEMENT EEMENT F EI ERSE REPO): The opposite of a
repurchase agreement. A reverse repo is a transaction in which the City sells securities
to a counterparty .g. investment dealer) and agrees to repurchase the securities from
the counterparty at a fixed date. The counterparty in effect leads the seller e.g. the city)
money for the period of the agreement with terms of the agreement structured to
compensate the buyer.
ISIS: Degree of uncertainty of return on an asset.
SAFEKEEPING: A service which banks offer to clients for a fee, where physical
securities are held in the ban's vault for protection and book -entry securities are on
record with the Federal Reserve Banff or Depository Trust Company in the bank's name
for the benefit of the client. As agent for the client, the safekeeping bank settles
securities transactions, collects coupon payments, and redeems securities at maturity or
on call date, if called.
20
INVESTMENT T P LIC
SEC'U ITIES AND EXCHANGE COMMISSION SEC : Agency created by Congress t
protect investors in securities transactions by administering securities legislation.
SED RULE 15034: See UNIFORM NES' CAPITAL RULE.
SECONDARY MARKET: A market for the repurchase and resale of outstanding issues
following the initial distribution.
SECURITIES: Investment instruments such as notes, bonds, stocks, money market
instruments and other instruments of indebtedness or equity.
SETTLEMENT DATE: The date on which a trade is cleared by delivery of securities
against funds.
SPREAD: The difference between two figures or percentages. It may be the difference
between the bid (price at which a prospective buyer offers to pay) and asked (price at
which an owner offers to sell) prices of a quote, or between the amount paid when
bought and the amount received when sold.
STRUCTURED NOTE: A complex, fined income instrument, which pays interest, based
n a formula tied to other interest rates, commodities or indices. Examples include
"inverse floating rates, notes which have coupons that increase when other interest rates
are falling, and which fall when other interest rates are rising and `dual index floaters "f
which pay interest based on the relationship between two other interest rates, for
example, the yield on the ten-year Treasury note minus the Libor rate. Issuers of such
notes lock in a reduced cost of borrowing by purchasing interest rate swap agreements.
STUDENT LOAN MARKET ASSOCIATION SLM : Government-sponsored
enterprise that purchases student loans from originating financial institutions and
provides financing to state student loan agencies. It provides a national secondary
market for federally -sponsored student loans and credit to participants in the post
secondary education lending sector.
SUBORDINATED DINATED DEBT: Debt over which senior debt has priority. In the event of a
bankruptcy, subordinated debt holders receive payment only after senior debt holders
are paid in full.
TIME DEPOSIT: A deposit with a California bank or savings and loan association for a
specific amount and with a specific maturity date and interest rate. Deposits of up to
100,000 are insured by FDIC. Deposits over $100,000 are collateralized above the
insurance with either g ove rn rn ent securities at I 10% of par value), first trust deeds at
150% of par value , or letters of credit at 105% of par value .
TOTAL DATE OF RETURN: A measure of a portfolio's performance over time. It is the
internal rate of return which equates the beginning value of the portfolio with the ending
value, and includes interest earrings and realized and unrealized gains and losses on
the portfolio. For bonds held to maturity, total return is the }yield to maturity.
TRUSTEE OR TRUST COMPANY OR TRUST DEPARTMENT OF A BANK: A
financial institution with trust powers which acts in a fiduciary capacity for the benefit of
the bondholders in enforcing the terms of the bond contract.
21
7
INVESTMENT T POLICY
UNDERWRITER: : dealer which purchases a new issue of municipal securities for
resale.
UNIFORM LVET CAPITAL RULE: Securities and Exchange Commission requirement
that member firms as well as nonmember broker/dealers in securities maintain a
maximum ratio of indebtedness to liquid capital of 15 to 1; also called net capital rule and
net capital ratio. Indebtedness covers all money owed to a firm, including margin loans
and commitments to purchase securities, one reason new public issues are spread
among members of underwriting syndicates. Liquid capital includes cash and assets
easily converted into cash.
U.S. GOVERNMENT AGENCY SECURITIES: Securities issued by U.S. government
agencies, most of which are secured only by the credit worthiness of the particular
agency. See AGENCIES.
U.S. TREASURY Y BLI ATI INS: Securities issued by the U.S. Treasury and backed
by the full faith and credit of the United States. Treasuries are the benchmark for
interest rates on all other securities in the U.S. The Treasury issues both discounted
securities and fined coupon notes and bonds. The income from Treasury securities is
exempt from state and Iccal, but not federal, takes.
TREASURY Y BILLS: securities issued at a discount with initial maturities of one
year or less. The Treasury currently issues three-month and six-month Treasury
bills at regular weekly auctions. It also issues very short-term `cash
management" bills as needed to smooth out cash flows.
TREASURY NTES: Intermediate-term coupon -bearing securities with initial
maturities of one year to tern years.
TREASURY Y B 1D: Lang -terra coupon -bearing securities with initial maturities
f ten years or longer.
UNREALIZED AI ! (OR LOSS): Gain or loss that has not become actual. It becomes
a realized gain or loss) when the security in which thea is a gain or loss is actually sold.
See REALIZED ED GAI LOSS).
VOLATILITY: Characteristic of a security, commodity or market to rise or fall sharply in
price within a shoat -terra period.
WEIGHTED AVERAGE E MATU IT : The average maturity of all the securities that
comprise a portfolio that is typically expressed in days or years.
WEIGHTED AVERAGE YIELD AT THE END OF PERIOD: D: The summation of each
investment's period -end scheduled boob value multiplied by its ending sub -period yield
and divided by the total scheduled book value. Investments maturing on or before the
end date ofthe report period will not affect the weighted average yield.
WHEN ISSUED (W1): Short form of `4when, as, and if issued." WI refers to a
transaction made conditionally because a security, although authorized, has not yet
22
INVESTMENT POLICY
been issued with the exception of neer Treasury, Agency, and Corporate issuances to
settle within 21 days.
YIELD: The annual rate of return on ars investment expressed as a percentage of the
investment. See CURRENT YIELD; YIELD TO MATURITY.
YIELD CURVE: Graph showing the relationship at a given point in time between yields
and maturity for bonds that are identical in every wary except maturity.
YIELD TO MATURITY: Concept used to determine the rate of return if an investment is
held to maturity. It tales into account purchase price, redemption value, time to
maturity, coupon yield, and the time between interest payments. it is the rate of income
return on ars investment, minus any premium or plus any discount, with the adjustment
spread over the period from the date of purchase to the date of maturity of the bond,
expressed as a percentage.
23
L AGENDA STAFF REPORT4
44.
41 0
DATE: February 7, 201
T: Honorable Mayor and Members of the City Council
APPROVED BY: Alma K. Martinez, City Manager
PREPARED ED B : Dennis McLean, CPA, CDMA, Interim Finance Director
D lania G. Whitaker, Financial Analyst
SUBJECT: Resolution Authorizing Agreement with the State Board of
Equalization for the Implementation f Local Transactions
and Use Tax
Recommendation:
Staff recommends that the City Council adopt the attached resolution entitled, "A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
AUTHORIZING THE MANOR TO EXECUTE AGREEMENT WITH THE STATE
BOARD OF EQUALIZATION FOIA IMPLEMENTATION OF LOCAL
TRANSACTIONS AND USE TAX".
Background:
On November , 2016, Lynwood voters appr v d Measure PS, which
established a one percent (1.0%) Transaction and Use Tax within the
incorporated territory of the City. The City is required to execute and file the
attached agreements with the State Board of Equalization (BOE) in order t
begin the process of collecting and remitting itting the taxes to the City.
Discussion & Analysis:
The BOE administers and collects the transactions and use tax for all
jurisdictions with the state of California. The BOE is also responsible for the
administration and collection of the City's Measure PS. In order to the allow the
BOE to complete the tasks and preparations for the collection of the City's new
tax beginning April 1, 2017, the BOE requires passage of a resolution authorizing
a City official to executethe required agreements. The BOE requires the
approval ofth following agr m nts: r
AGENDA
ITEM
l�
• Agreement for Preparation to Administer and Operate City's Transactions
and Use Tax Ordinance
• Agreement for State Administration of City Transactions and Use Taxes
Fiscal Impact:
The BOE is permitted
to charge
preparatory costs of up t
$175,000. This
administrative cost is
consistent
with all other participating
cifies. No cost
effective alternative exists
for the
collection of the Measure
PS one percent
(1.0%)Transaction and
Use Tax.
The fees would be paid from the sales takes
collected, therefore, no
appropriation from the General Fund
reserve will b
needed t cover cost.
Coordinated With:
C iter Atto rn ey's Off i ce
CityManager's Office
RESOLUTION i .
RESOLUTION F THE CITY COUNCIL OF THE CITY OF LYNWOOD AUTHORIZING
THE MAYOR TO EXECUTE AGREEMENT TENT ITH THE STATE BOARD OF EQUALIZATION
FOR IMPLEMENTATION OF LOCAL TRANSACTIONS AND USE TAX
WHEREAS, EAS, n July 19, 2016, the City Council approved Ordinance No. 1689
mending the City Municipal Code and providing for a local transactions and use tax; and
WHEREAS, the State Board of Equalization (Board) administers and collects the
transactions and use taxes for all applicable jurisdictions within the starter and
WHEREAS, the Board will be responsible to administer and collect the transactions
and use tax for the City; and
WHEREAS, the Board requires that the City enter into a "Preparatory Agreement" and
ars "Administration Agreement" prior to implementation of said taxes, and
WHEREAS, the Board requires that the City Council authorize the agreements.
N1, THEREFORE, THE CITY COUNCIL OF THE CITY OF LYNIID DOES
HEREBY Y FIND, PROCLAIM, ORDER, AND RESOLVE AS FOLLOWS:
Section I. The City Council authorizes the Mayor to executethe "Preparatory
Agreement11attached as Exhibit A and the "Administrative Agreement" attached as Exhibit B
are hereby approved and the Myr is hereby authorized to execute each agreement.
Section 2. This resolution shall become effective immediately ly upon its adoption.
Section 3. The City Clerk shall certify ars to the adoption of this City Council
Resolution.
PASSED, APPROVED and ADOPTED this 7 1h play of February, 2017.
Maria T. Santillan-Beas
Mayor
FITTEST:
Marian ulin' ne
City Ciera
APPROVED AS TO FORM:
David A. Garcia
City Attorney
APPROVED AS TO CONTENT:
Alma an M rtin
City Manager
AGREEMENT FOR STATE ADMINISTRATION
F CITY TRANSACTIONS ASID USE TAXES
The City Council of the City of Lynwood has adopted, and the voters of the City of
Lynwood (hereafter called "City" or "District" have approved by the required majority
vote, the City of Lynwood Transactions and Use Tax Ordinance (hereafter called
"Ordinance"'), a copy o which is attached hereto. To carry out the provisions of Part 1.6 of Division
of the Revenue and Taxation Code and the Ordinance, the Mate Board of Equalization,(hereinafter
called the "Board") and the City do agree as follows;
ARTICLE I
DEFINITIONS
Unless the context requires otherwise, wherever the following terms appear in the Agreement,
they shall be interpreted to mean the following.-
1.
ollo in .-
I. "District taxes" shall mean the transactions and use taxes, penalties, and interest imposed
under an ordinancespecifically aluthori ed b Revenue and Taxation code Section 7251 and in
y
compliance with Fart 1. 6, Division 2 of the Revenue and Taxation Code.
. "CityOrdinance" shall mean the City's Transactions and Use Tax Ordinance referred to
above and attached hereto, Ordinance No. 1689 , as amended from time to time, or as
deemed to he amended from time to time pursuant to Revenue and Taxation Code Section 7262.2.
ARTICLE II
ADMINISTRATION AN COLLECTION
OF CITY TAXES
A. Administration. The Board and City agree that the Board shall perform exclusively all
functions incident to the administration and operation of the City Ordinance.
B. Other Applicable Laws. City agrees that all provisions of laver applicable to the
administration and operation ofthe State Sales and Use Tax Lave which are not inconsistent with Part
1.6 of Division 2 of the Revenue and Taxation Code shall be applicable to the administration and
operation of the City Ordinance. City agrees that money collected pursuant to the City Ordinance may
be deposited into the State Treasury to the credit of the Retail Sales Tax Fund and may be drawn from
that Fund for any authorized purpose, including making refunds, compensating and reimbursing the
Board pursuant to Article IV of this Agreement, and transmitting to City the amount to which City is
entitled.
C. Transmittal of money.
1. For the period during which the tax is in effect, and except as otherwise provided herein, all
district taxes collected under the provisions of the City Ordinance shall be transmitted to City
periodically as promptly as feasible, but not less often than twice in each calendar quarter.
2.. For periods subsequent to the expiration date of the tax whether by City's self-imposed
limits or by final judgment of any court of the Mate of California holding that City's ordinance is
invalid or void, all district taxes collected under the provisions of the City Ordinance shall be
transmitted to City not less than once in each calendar quarter.
. Transmittals may be made by mail or electronic funds transfer to an account of the City
designated and authorized by the City, A statement shall be furnished at least quarterly indicating the
amounts withheld pursuant to Article IV of this Agreement.
D. Mules. The Board shall prescribe and adopt such rules and regulations as in its judgment
are necessary or desirable for the administration and operation of the City Ordinance and the
distribution of the district taxes collected thereunder.
E. Preference. Unless the payor instructs otherwise, and except as otherwise provided in this
Agreement, the Board shall give no preference in applying money received for state sales and use
taxes, state -administered local sales and use taxes, and district transactions and use taxes owed by
taxpayer, but shall apply moneys collected to the satisfaction ofthe claims of the State, cities, counties,
cities and counties, redevelopment agencies, other districts, and City as their interests appear.
(Rcv 11-16)
F. Security. The Board agrees that any security which it hereafter requires to be furnished by
taxpayers under the State Sales and Use Tax Law will be upon such terms that it also will be available
for the payment of the claims of City for district taxes owing to it as its interest appears. The Board
shall not be required to change the terns of any security now held by it, and City shall not participate
in any security now field by the Board.
G. Records of the Board,
When requested by resolution of the legislative body of the City under section 7056 of the
Revenue and Taxation Code, the Board agrees to permit authorized personnel of the City to examine
the records of the Board, including the name, address, and account number of each seller holding a
seller's permit with a registered business location in the City, pertaining to the ascertainment of
transactions and use taxes collected for the City. Information obtained by the City from examination
f the Board's records shall be used by the City only for purposes related to the collection of
transactions and use taxes by the Board pursuant to this Agreement.
H. Annexation. City agrees that the hoard shall not be required to give effect to an
annexation, for the purpose of collecting, allocating, and distributing District transactions and use
taxes, earlier than the first day of'the calendar quarter which commences not less than two months alter
notice to the Board. The notice shall include the name of the county or counties annexed to the
extended City boundary. In the event the City shall annex an area, the boundaries of which are not
coterminous with a county or counties, the notice shall include a description of the area annexed and
two maps of the City showing the area annexed and the location address of the property nearest to the
extended City boundary on each side of every street or road crossing the boundary.
ARTICLE III
ALLOCATION OF TAX
A. Allocation. In the administration of the Board's contracts with all districts that impose
transactions and use takes imposed under ordinances, which comply with Fart 1.6 ofDivision 2 of the
Revenue and Taxation Code:
m 1I-!6)
1. Any payment not identified as being in payment of liability owing to a designated
district or districts may be apportioned among the districts as their interest appear, or, in the discretion
f the Board, to all districts with which the Board has contracted using ratios reflected by the
distribution of district taxes collected from all taxpayers.
. All district takes collected as a result of determinations or billings made by the Board,
and all amounts refunded or credited may be distributed or charged to the respective districts in the
satire ratio as the taxpayer's self -declared district taxes For the period For which the determination,
bi ll ing, refund or credit app ies,
B. Vehicles, Vessels, and Aircraft. For the purpose of allocating use tax with respect to
vehicles, vessels, or aircraft, the address of the registered owner appearing on the application for
registration or on the certificate of ownership may be used by the Board in determining the place of
use.
ARTICLE Iv
COMPENSATION
The City agrees to pay to the Board as the Board's cost of administering the City Ordinance
such amount as is provided for by law. Such amounts shall be deducted from the taxes collected by
the Board for the City.
ARTICLE
MISCELLANEOUS PROVISIONS
A. Communications. Communications and notices may be seat by fiat class United States
mail to the addresses listed below, or to such other addresses as the parties may from time to time
designate. A notification is complete when deposited in the mail.
(Rev. 11-16)
Communications and notices to be sent to the Board shall be addressed to:
State Board of Equalization
P.O. Box 942879, 1IC; 27
Sacramento, California 94279-0027
Attention: Administrator
Local Revenue Branch
Communications and notices to be sent to the City shall be addressed to:
Unless otherwise directed, transmittals of payment of District transactions and use taxes
will be seat to the address above.
B. Terra. The date of this Agreement is the date on which it is approved by the Department of
General Services. The Agreement shall take effect on April 1., 2017. 'his Agreement shall continue
until December 31 next following the expiration date of the City Ordinance, and shall thereafter be
renewed automatically from year to year until the Board completes all work necessary to the
administration of the City Ordinance and has received and disbursed all payments due under that
Ordinance.
C. Notice of Repeal of Ordinance. City shall give the Board written notice of the repeal of
the City 0 rdinance not less than 11 o days prior to the operative date of the repeal.
(Rear. ] 1- L 6)
ARTICLE VI
ADMINISTRATION OF "FAXES IF THE
ORDINANCE AIC IS CHALLENGED AS BEING INVALID
A. Impoundment of funds.
1. when a iegal action is begun challenging the validity of the imposition of the tax, the
City shall deposit in an interest-bearing escrow account, any proceeds transmitted itted to it under
ArdcIe II. C., until a court o f eon petent j uri sdietion readers a final and non -appealable judgment that
the tax is valid.
. If the tax is determined to he unconstitutional or otherwise invalid, the City shall
transmit to the Board the moneys retained its escrow, including any accumulated interest, within ten
days of the judgment of the trial court in the litigation awarding costs and fees becorning final and non -
appealable.
B. Costs of administration. ion. Should a final judgment be entered in any court of the State of
California, holding that City's Ordinance is invalid or void, and requiring a rebate or refund to
taxpayers of any taxes collected under the terms of this Agreement, the parties mutually agree that;
Ordinance.
1. Board may retain all payments made by City to Board to prepare to administer the City
. City will pay to Board and allow Board to retain Board's cost of administering the City
Ordinance in the amounts set forth in Article IV of this Agreement.
. City will pay to Board or to the State of California the amount of any taxes plus interest
and penalties, if any, that Board or the State of California may be required to rebate or refund to
taxpayers.
(Rev. I1 -If
. City will Pay to Board its costs For rebating or refunding u h taxes, interest, or
penalties. Board's costs shall include its additional cost for developing procedures for processing the
rebates or refunds, its costs of actually making these refunds, designing and printing forms, and
developing instructions for Board's staff for use in making these rebates or refunds and any other costs
incurred by Board which are reasonably appropriate or necessary to rale those rebates or refunds.
These costs shall includeBoard's direct and indirect costs as specified by Section 11256 of the
Government Code.
. Costs may be accounted for in a manner, which conforms to the internal accounting,
and personnel records currently maintained by the Beard. The billings for such costs may be presented
in summary form. Detailed records will be retained for audit and verification by City.
. Any dispute as to the amount of costs incurred by Board in refunding taxes shall be
referred to the State Director ofFinance for resolution and the Director's decision shall be final.
. Costs incurred by Board in connection with such refunds shall be billed by Board on or
before the 25th day of the second month following the month in which the judgment of a court of the
State of California holding City's Ordinance invalid or void becomes final. Thereafter Board shall bill
Cit} on or before the 25th of each month for all costs incurred by Board for the preceding calendar
month. City shall pair to Board the amount of such costs on or before the last day of the succeeding
month and shall pay to Board the total amount of taxes, interest, and penalties refunded or paid to
taxpayers, together with Board costs incurred in making those refunds.
CITY OF
By
(Signature)
Maria T. Santillan-Beas
(Typed Name)
Mayor
(Title)
(Rev. 1 1- 16) 7
STATE BOARD OF EQUALIZATION
a
Administrator
AGREEMENT FOR PREPARATION TO ADMINISTER1 OPERATE
CITY'S TRANSACTIONS AND USE 'SAX ORDINANCE
In order to prepare to administer a transactions and use tax ordinance adopted in accordance
with the provision of Part 1.6 (commencing with Section 7251) oof Division 2 of the ern and
Taxation Code, the City of Lynwood , hereinafter called City, and the
STATE BOARD OF EQUALIZATION, hereinafter called Board, do agree as follows;
1. The Board agrees to eater into work to prepare to administer and operate a transactions and
use tax in conformity with Part 1.6 of Division 2 of the Revenue and Taxation Code which has been
approved by a majority of the electors ofthe City and whose ordinance has been adopted by the City.
2. City agrees to pay to the Board at the times and in the amounts hereinafter specified all of
theBoard's costs for preparatory work necessary to administer the City's transactions and use tax
ordinance. The Board's costs for preparatory work include costs of developing procedures,
programming for data processing, developing and adopting appropriate regulations, designing and
printing forms, developing instructions for the Board's staff and for taxpayers, and other appropriate
and Necessary preparatory costs to administer a transactions and use tax ordinance. 'T'hese costs shall
include both direct and indirect costs as specified in Section 11256 of the Government Code.
. Preparatory costs may be accounted for in a manner which conforms to the internal
accounting and personnel records currently maintained by the Board, The billings for costs may be
presented in summary form. Detailed records of preparatory costs will be retained for audit and
verification by the City.
. Any dispute as to the amount of preparatory costs incurred by the Board shall be referred to
the Mate Director ofFinance for resolution, and the Director's decision shall be final.
. Preparatory costs incurred by the Board shall be billed by the Board periodically, with the
final billing within a reasonable time after the operative date of the ordinance. City shall pay to the
Board the amount of such costs on or before the last day ofthe next succeeding month following the
month when the billing is received.
. The amount to be paid by City for the Board's preparatory costs shall not exceed one
hundred seventy-five thousand dollars ($175,000) (Revenue and Taxation Code Section 7272.)
. Communications and notices may be seat by first
Communications and notices to be sent to the Board shall be addressed to:
Make Board of Equalization
P.O. Box 9428,MIC: 27
Sacramento, California 94279-0027
Attention: Administrator,
Local Revenue Branch
class united States 'nail.
Communications and notices to be sent to City shall he addressed to:
8. The date of this agreement is the date on which it is approved by the Department of General
Services. This agreement snail continue in effect until the preparatory work necessary ssary t administer
City's transactions and use tax ordinance has been completed and the Board has received all payments
5
due from City under the terms of this agreement.
CITY OF Lynwood
STATE BOARD OF EQUALIZATION
By By
(Signature) Administrator
Maria T. Santillan-Beas
(Typed Name)
Mayor
(Title)
(Rev 11/16)
0
AGENDA STAFF REPORT
DATE: February 7, 201
T : Honorable Myr and Members of the City Council
APPROVED BY: Almay K. Martinez, City Manager 6
PREPARED B: Dennis McLean, Interim Finance Director
D l niar G. Whitaker, Financial Analyst
SUBJECT: Resolution Authorizing the Examination of Transactions
(Sales) and Use Tax Records
Recommendation:
Staff recommends that the City Council adopt the attached resolution entitled, "A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
AUTHORIZING THE EXAMINATION OF TRANSACTIONS (SALES) AND USE
TAX RECORDS".
Background:
The Finance Department Days the responsibility for collecting: accounting for, and
reporting citywide revenues. The City currently contracts with MuniServices, LLC
to provide sales and use, and property tax analysis/audit services.
Discussion & Analysis:
In order for MuniSrviu, LLC to prepare its analysis for the City, they must
obtain access to confidential sales and use tax records maintained by the State
Board of Equalization (BOE). In order for this information to be made available
to MuniServices, LLC as the City's consultant to perform the aforementioned
audit services, the attached resolution must be approved by City Council t
authorize disclosure of BOE confidential taxpayer information on behalf of the
city.
Fiscal Impact:
The action recommended in this report will not have a fiscal impart on the City.
AGENDA
ITEM
I
�
C # • . * R M RVIVI R I
City Attorney's Office
Attachments:
Resolution
California Code — Revenue and Taxation Section 7051-7060
City Ordinance No. 1217
RESOLUTION N .
A RESOLUTION OF THE CITY COUNCIL OF THE CITY of LYN OOD
AUTHORIZING THE EXAMINATION of TRANSACTIONS (SALES) AND USE
TAX RECORDS
WHEREAS, pursuant to Ordinance No. 1217 of the City of Lynwood
hereinafter called City and section 7270 of the Revenue enue and Taxation Code, the
City entered into a contract with the state Board of Equalization to perform all
functions incident to the administration and collection of local sales and use
taxes; a n d
WHEREAS, EAS, the City of Lynwood deems it desirable and necessary for
authorized representatives of the District to examine confidential transactions
and use tax records of the State Board of Equalization pertaining to transactions
and use taxes collected by the Board for the District pursuant to that contract;
and
WHEREAS, Section 7056 of the Revenue and Taxation Code sets forth
certain requirements and conditions for the disclosure of Board of Equalization
records and establishes criminal penalties for the unlawful disclosure of
information contained in or derived from, the transactions and use tax records of
the Board.
NOW, THEREFORE, THE CITY COUNCIL of THE CITY of LYN1 OOD
HEREBY RESOLVES As FOLLOWS:
Section 1. That the City Manager and Director of Finance, or other officer
or employee of the City designated in writing by the City Manager to the SBOE is
hereby appointed to represent the City with authority to examine transactions
and use tax records of the Board pertaining to transactions and use takes
collected for the District by the Board pursuant to the contract between the
District and the Board. The information obtained by examination of Board
records shall be used only for purposes related to the collection of the District's
transactions and use taxes by the Board pursuant to the contract.
Section 2. That the City Manager and Director of Finance, or other officer
or employee of the City designated in writing by the City Manager to the state
Board of Equalization is hereby appointed to represent the City with authority to
examine those transactions and use tax records of the Board for purposes
related to the following governmental functions of the City:
a functions related to Transaction (sales), and/or Use Tac collection or
administration; and
b functions related to budgeting and forecasting of revenue; and
c functions related to the detection of misallocations and deficiencies
Section 3. That MuniServioes, LLC is hereby designated to examine
the transactions (sales) and use tax records of the Board pertaining to
transactions (sales) and use takes collected for the City by the Board under the
City's local transactions (sales) and use tax ordinance and any future
Transactions and Use Tax Ordinances that may be enacted in the City:
The person or entity designated by this section meets all of the following
conditions:
a has an existing contract with the City to examine those transactions and
use tax records;
b is required by that contract to disclose information contained in, or derived
from those transactions and use tax records only to an officer or employee
authorized under Section 1 or Section 2 of this resolution to examine the
information;
c) is prohibited by that contract from performing consulting services for a
retailer during the terra of that contract; and
d is prohibited by that contract from retaining the information contained in,
or derived from those transactions and use tax records after that contract
has expired.
Section 4. That the information obtained by examination of Board
records shall be used only for purposes related to the collection of City's
transactions and use takes by the Board pursuant to the contracts between the
City and the Beard of Equalization.
Section 5. That this resolution supersedes all prier transactions and
use tax resolutions of the City of Lynwood adopted pursuant to subdivision b) of
Revenue and Taxation Section 7056.
Section 6. This resolution shall be effective immediately upon its
adoption.
PASSED, APPROVED ED nd ADOPTED this 7th clay of February, 17.
Maria T. Santillan-Beal
Mayor
ATTEST:
Maria Quinonz
City Clerk
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
David A. Garcia
City Attorney
Alma K. Martinez
City Manager
CA Codes rtc:751 -7060)
REVENUE AICD TAXA ON CODE
SECTION 7051-7060
7051. The board shall enforce the provisions of this part and may
prescribe, adopt, and enforce rules and regulations relating to the
administration and enforcement of this part. The board may prescribe
the extent to which any ruling or regulation shall be applied, without
retroactive effect.
7051.1. The beard may adopt rules and regulations which provide for
the issuance of a permit to a person who holds a valid seller's
permit which allows the purchase of tangible personal property
without payment by the retailer of the tax imposed under this pant
and any reimbursement of the sales tax to the retailer by that
person, if all of the following conditions are met
(a) That person agrees to report and pay the retailer's tax
liability directly to the board.
(b) The board determines that such a direct payment permit will
facilitate the collection of the tax imposed under this part.
(c) The board determines that the issuance of a direct payment
permit is to the mutual convenience of the board, the person to whom
the direct payment permit is issued, and the retailers whose tax
liability will be reported and paid by that person.
(d) The board determines that the issuance of a direct payment
permit will not result in a tax loss either in total or on a cash
flow basis. To ensure against a potential cash flow loss, the beard
may accelerate by not more than 10 dans the prepayment due dates of a
person.
(e) Any person who is issued a direct payment permit shall include
with each tax return required to be filed under -this part a schedule
upon which all local sales and use tax, and any applicable district
transactions and use tax, reported on the return as provided in
subdivision (a) is allocated to the cities, counties, city and
county, redevelopment agencies, and districts to which the tax would
have been allocated if it had been reported and paid by the
retailers.
7051.2. (a) If a holder- of a direct payment permit issued by the
board pursuant to Section 7051.1 gives an exemption certificate to a
retailer for the purpose of paying that retailer's tax liability to
the board, and fails or refuses to pay that retailer's tax liability
to the board on a timely basis, thea in addition to that retailer's
tax liability, the direct payment pe=itholder shall be subject to
the same penalty provisions that would apply if that permit holder
was the retailer.
(b) if a holder of a direct payment permit .issued by the board
pursuant to Section 7051.1 gees not properly allocate a retailer's
Local sales and use tax liability, or that retailer's district
transactions and use tax liability, if applicable, to the cities,
counties, city and county, redevelopment agencies, and districts to
which those taxes would have been allocated if properly reported by
that retailer, thea the direct payment permitholder shall be liable
to the state for a penalty of 10 percent of the amount of that
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retailer's tax liability not properly all.ocatd by the direct payment
permitholder for improper allocation due to negligence or
iritentiona.l disregard of the lair.
7051.3. (a) "Use tax direct payment permit" means a permit issued
by the board that allows a taxpayer to self -assess and pay state and
local use tax under Part 1 (commencing with Section 6001) , Part 1.5
(commencing with Section 7200) , and if otherwise applicable, Part 1.6
(commencing with Section 7251) , and Part 1. (commencing with
Section 7280) directly to the board.
(b) Every person seeking to pay use taxes directly to the board
shall file an application for a use tax direct payment permit. An
application for a use tax direct payment permit shall be made upon
form prescribed by the board and shall set forth the name under which
the applicant transacts or intends to transact business, the
location of the place or places of business where the applicant
intends to make direct payment of use tax, and any other information
that the board may require. An applicant for a use tax direct payment
permit may register as a place to make direct payment of use tax,
any of the places of business in this state that the applicant
expects to be a place of first use for purchases subject to use tax,
in accordance with the requirements of subdivision (d). The
application shall be signed by the owner, if a natural person; in the
case of an association or partnership, by a member or partner; and
in the case of a corporation, by an executive officer or some person
specifically authorized by the corporation to si
iti�gn the application.
(c) Pursuant to an application, a use tax direct payment permit
shall be issued to any person who meets all of the following
conditions
(1) The applicant agrees to self -assess and pay directly to the
board any use tax liability incurred under this section.
() The applicant certifies to the board either of the following
() The applicant is the purchaser for its own use or is the
lessee of tangible personal property at a cost of five hundred
thousand. dollars ($500,000) or more in the aggregate, during the
calendar year immediately preceding the application for the permit.
(E) The applicant is a county, city, city and county, or
redevelopment agency.
(d) Any person who holds a valid use tax direct payment permit
shall self -assess and pay directly to the board use taxes due under
this pant, Part 1.5 (commencing with Section 7200) , and if otherwise
applicable, Part 1. (commencing with Section 7251) , and Part 1.7
(commencing with Section 7 o) for all purchases subject to use tax
for which a use tax direct payment exemption certificate was issued,
and shall report on the tax return required to be filed by Section
6452, the amount of 'local use tax applicable to each county, city,
city and county, or redevelopment agency in which the first "use." as
defined in Section 6009, occurs.
(e) The board shall allow any holder of a use tax direct payment
permit to issue a use tax direct payment certificate to any
registered retailer or seller subject to all of the following:
(1) The use tax direct payment certificate shall be in a form
prescribed by the board, and shall be signed by, and bear the name,
address, and permit number of, the holder of the use tax direct
payment permit.
(2) once a use tax direct payment certificate has been issued by a
holder of a use tax direct payment permit, it shall remain effective
until reprised or withdrawn by the holder of the permit or until the
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retailer or seller has received actual notice that the permit has
been revoked by the board.
( use tax direct payment certificate relieves a person selling
property from the duty of collecting use ta.x only if taken in good
faith from a person who holds a use tax direct payment permit. A
purchaser who issues a use tax direct payment certificate that is
accepted in good faith by a seller or retailer of tangible personal
property shall be the sole person liable for any sales tax and
related interest and penalties with respect to any transaction that
is subsequently determined by the board to be subject to sales tax
and not use tax. i
() Any person who holds a use ta.x direct payment permit and gives
a use tax direct payment certificate to a seller or retailer shall,
in addition to any applicable use tax liabilities, be subject to the
same penalty provisions that apply to a seller or retailer.
(f) It is the intent of the Legislature that the board administer
this part in a manner which assures that local use tax be received by
the county, city, city and county, or redevelopment agency where the
first use occurs.
7051.5. The board shall prescribe rules and regulations respecting
retail grocers who sell both taxable .Mems and exempt food items to
provide one or more methods whereby they may report their sales tax
liabilities ,in as simplified a manner as is consistent with law. Such
rules and regulations shall be applied equally to all grocers who
report their sales tax liabilities thereunder.
7052. The board may employ accountants, auditors, investigators,
assistants, and clerks necessary for the efficient administration of
this part and may designate representatives to conduct hearings,
prescribe regulations, or perforin any other duties imposed by this
part or other laws of this State upon the board.
7053. Every seller, every retailer as defined in subdivision (b) of
Section 6015, and every person storing, using, or otherwise
consuming in this state tangible personal property purchased .from a
retailer shall ]peep such records, receipts, invoices, and other
pertinent papers in such form as the board may require.
7054. The board or any person authorized in writing by it may
examine the books, papers, records, and equipment of any person
selling tangible personal property and any person liable for the use
tax dnd may investigate the character of the business of the person
in order to verify the accuracy of any return made, or, if no return
is made by the person, to ascertain and determine the amount required
to be paid.
7055. In administration of the use ta.x the board may require the
filing of reports by any person or class of persons having in lois or
their possession or custody information relating to sales of tangible
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personal property the storage, use, or other consumption of which i
subject to the tax. The reports shall be filed when the board
requires and shall set forth the names and addresses of purchasers of
the tangible personal property, the sales price of the property, the
date of sale, and such other information as the board may require.
7056. (a) (1) Excepting the information set forth on permits issued
under Article 2 (commencing with Section 6066) of Chapter 2, the
information set forth on certificates of registration issued pursuant
to Section 6226, and the terns of any settlement made pursuant to
Section 19442 (as amended by Chapter 138 of the Statutes of 1994), it
is unlawful for the board, any person having an administrative duty
under this wart or any person who obtains access to information
contained in, or derived from, sales or transactions and use tax
records of the board pursuant to subdivision (b) , to make known in
any manner what er the business affairs, operations, or any other
information pertaining to any retailer or any other 'person required
to report to the hoard or pay a tax pursuant to this part, or the
amount or source of income, profits, losses, expenditures, or any
particular thereof, set forth or disclosed in any return, or to
permit any return or copy thereof or any book containing any abstract
or particulars thereof to be seen or examined by any person.
(2) It is also unlawful for any person, other than an officer or
employee of a county, city and county, city, or district, who obtains
access to information contained in, or derived from, sales or
transactions and use tax records of the board pursuant to subdivision
(b), to retain that information after that person's contract with
the county, city and county, city, or district has expired.
(3) Notwithstanding paragraphs ( 1) and ( ) , the Governor may, by
general or special order, authorize examination by other state
officers, by tax officers of another state, by the federal
government, if a reciprocal arrangement exists, by the tax gfficia.l.s
of Mexico, if a reciprocal agreement exists, or by any other person
of the records maintained by the board under this part. The
information so obtained pursuant to the order of the Governor shall
not be made public except to the extent and in the manner that the
order may authorize that it be made public.
(b) when requested by resolution of the legislative body of any
county, city and county, city, or district, the board shall permit
any duly authorized officer or employee of the county, city and
county, city, or district, or other person designated by that
resolution, to examine all of the sales or transactions and use tax
records of the board pertaining to the ascertainment of those sales
or transactions and use taxes to be collected for the county, city
and county, city, or district by the board pursuant to contract
entered into between the board and the county, city and county, city,
or district under the Bradley -Burns Uniform Local Sages and Use Tax
Iia (Part 1.. (commencing with Section 7200) ) or the Transactions and
Use Tax Law (Part 1.6 (comme cing with Section 7251)). Except as
otherwise provided herein, this subdivision shall not be construed to
allow any officer, employee, or other person authorized or
designated by a county, city and county, city, or district to examine
any sales or transactions. and use -tax records of any taxpayer. The
costs that are incurred by the board in complying with a request made
pursuant to this subdivision shall be deducted by the board from
those revenues collected by the board on behalf of the county, city
and. court y , city, or district making the request.
(1) The resolution shall certify that any person designated by the
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CA Codes (rtc:7051-7060)
resolution, other than ars officer or employee, meets all of the
following conditions:
( Has an existing contract with the county, city and county,
city, or district to examine those sales and use tax records,
(B) Is required by that contract to disclose information contained
in, or derived from, those sales or transactions and use tax records
only to an officer or employee of the county, city and county, city,
or district who is authorized by the resolution to examine the
information.
(C) Is prohibited by that contract from performing consulting
services for a retailer during the term of that contract.
(D) is prohibited by that contract from retaining the information
contained in, or derived from, those sales or transactions and use
tax records, after that contract has expired.
( Information obtained by examination of board records as
permitted in this subdivision shall be used only for purposes related
to the collection of Local sales or transactions and use taxes by
the beard pursuant to the contract, or for purposes related to other
governmental functions of the county, city and county, city, or
district set forth in the resolution.
(c) If the board believes that any information obtained pursuant
to subdivision (b) has been disclosed to any person not authorized or
designated by the resolution of the legislative body of the county,
city and county, city, or district, or has been used for purposes not
permitted by subdivision (b) , thea notwithstanding subdivision ( ) ,
the board may impose conditions on access to its sales and use tax
records which the board ccnsiders reasonable, in order to protect the
confidentiality of those records.
(d) 2'redeees ors, successors, receivers, trustees, executors,
administrators, assignees, and guarantors, if directly interested,
may be given information as tc the items included in the measure and
amounts of any unpaid tax or amounts of tax required to be collected,
interest, and penalties.
(e) For purposes of this section, "reciprocal agreement" means a
formal agreement to exchange information between national taxing
officials of Mexico and taxing authorities of the State Board of
Equalization, the Franchise 'Fax Board, and the Employment Development
Department. Furthermore, the reciprocal agreement shall be limited
to the exchange of infcrmation which is essential for tax
administration purposes only. Taxing authorities of the State of
California shall be granted tax information only on California
residents. Taxing authorities of Mexico shall_ be granted tax
information only on Mexican nationals.
7056.5. (a) Except as otherwise provided by this article or other
express provision of law, the information furnished or secured
pursuant to this wart shall be used solely for the purpose of
administering the tax laws -or other lags administered by the person
or agency obtaining it. Any willful unauthorized inspection or
unwarranted disclosure or use of the information by the person or
agency, or the employees and officers thereof, is a misdemeanor. For
purposes of this section, "inspection" means any examination of
confidential information furnished or secured pursuant to this part.
(b) The board shall notify a taxpayer of any known incidents of
willful unauthorized inspection or unwarranted disclosure or use of
the taxpayer's confidential tax records, but only if criminal charges
have been filed for the willful unauthorized inspection or
unwarranted disclosure.
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7056.6. (a) Except as otherwise provided by law, any person wha i
engaged in the business of preparing, or providing services in
connection with the preparation of, returns under Chapter 5
(commencing with Section 6451), or any person who for compensation
prepares any such return for any other person, and who ]nvinly or
recklessly does either of the following, shall be guilty of a
misdemeanor, and, upon conviction thereof, shall be fined not more
than one thousand dollars ($1,000) or imprisoned no more than one
year, or both, together with the costs of prosecution:
( 1) Discloses any information furnished to hire or her for, or in
connection with, the preparation of the return.
(2) [uses that information for any purpose other than to prepare,
r assist in preparing, the return.
{b) Subdivision a) shall not apply to disclosure of information
if that disclosure is made pursuant to the person's consent or
pursuant to a subpoena, court order, or other compulsory legal
process.
7057. (a) The board may disclose to state gover=ental licensing
entities identifying information of persons appearing on the list of
the 500 largest tax delinquencies pursuant to Section 7063 for
purposes of administering Section 494.5 of the Business and
Professions Code. "Identifying information" means the name, social
security number or taxpayer identification number, and the last known
address of the persons appearing on the list of the 500 largest tax
delinquencies.
b) Neither the state governmental licensing entity, nor any
officer, employee, or agent, or former officer, employee, or agent of
a state governmental licensing entity, may disclose or use any
information obtained from the board pursuant to this section, except
to administer Section 494.5 of the Business and Professions Code or
to inform the public of the denial., refusal to renew, or suspension
of a license or the issuance of a temporary license pursuant to
Section 494.5 of the Business and Professions Code.
(c) For purposes of this section, state governmental licensing
entity means a state governmental licensing entity as defined in
Section 494.5 of the Business and Professions code.
7057.5. (a) The board may disclose to state agencies identifying
information of persons appearing on the List of the 500 largest tax
delinquencies pursuant to Section 7063 for purposes of administering
Section 10295.4 of the Public Contract Code. "'Identifying information"
means the name, social security number or taxpayer identification
number, and the last ]mown address of the persons appearing on the
last of the 500 largest tax delinquencies.
(b) A state agency, and any officer, employee, or agent, or former
officer, employee, or agent of a state agency, shall not disclose or
use any information obtained from the board, pursuant to this
section, except to administer Section 10295.4 of the Public Contract
Code.
7058. A certificate by the board or an employee of the board
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stating that a notice required by this part was given by mailing or
personal service shall be prima facie evidence in any administrative
or judicial proceeding of the fact and regularity of the mailing or
personal service in accordance with any requirement of this part for
the giving of a notice. Unless otherwise specifically required, any
notice provided by this part to be mailed or served may be given
either by mailing or by personal service in the manner provided for
giving notice of a deficiency determination.
7060. (a) The board, under regulations prescribed by the board, may
establish ish a reward program for information resulting in the
identification of underreported or unreported taxes due under this
part. Any reward may not exceed 10 percent of the taxes collected a
a result of the information provided. Any person employed by or under
contract with any state or federal tax collection agency shall not
be eligible for a reward provided pursuant to this section.
(b) Within 2 1/2 gears of the effective date of the act adding
this subdivision or within 2 1/2 years of the commencement of a
program pursuant to subdivision (a), whichever is later, the board
shall report to the Legislature on all of the following:
(1 ) The number of informant letters and telephone calls received
during the 2 -year period following the effective date of the act
adding this subdivision or following the commencement of a program
pursuant to subdivision (a) , whichever is Later.
( ) The amount of additional taxes and penalties assessed and
collected as a result of this program and the amount of rewards
distributed.
() The administrative costs incurred in implementing and
operating this program.
( c) rewards paid pursuant to this section shall be paid from
amounts appropriated by the Legislature for that purpose.
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ORDINANCE NO. 1217
AN ORDINANCE OF THE CITY COUNCIL..O THE -CITY
w Off' LYNW OD TO AMEND LYI1 WOOD CODE r CHAPTER 30, .
k
IMPOSING A SALES AND USE TAX TO BE ADMINISTER-
ED
-
ED BY THE STATE BOARD OF EQUALIZATION.
F
F
I
The City Council of the City of Lynwood does ordain a
follows:
Section 1. Section 30-21 of the Lynwood -.Code.. Chapter
301 is amended by amending paragraph (G) thereof to tread:
(G) There shall be excluded from the dross re-
ceipts by which the tax is measured
I `
(l) The amount of any sales or use tax
imposed by the State of California
t upon a retailer or consumer{
() The gross receipts from the sale of
tangible personal property to oper-
ators of aircraft to be used or con-
sumed principally outside the city
in which the sale is made and direct-
ly and exclusively in the use of such
aircraft as common carriers of persons
or property under the authority of the
laws of this state, the Onited States,
r any foreign government.
Section 2. section 30-22 of the Lynwood Code, Chapter
0 , is amended by amending paragraph (E) thereof to read:
E) There shall be exempt from the tax clue under this
Section: -
(1) The amount of any sales or use tax im-
posed by the State of California upon a
retailer or consumer;
() The storage, use or other consumption o
tangible personal property, the gross
receipts from the sale of which .has been
subject to sales tax under a sales and
use tax ordinance enacted in . accordance
with Part 1.3 of Division 2 of theRe-
venue and Taxation Code by any city and ■
county, county, or city, in this- state;
(3) 1n addition to the exemptions provided
in Sections 6366 and 6366..1 of the Re-
venue and Taxation Code, the storage, use,
or other consumption of tangible personal
property purchased by operators of air-
craft and used or consumed by such operr,
ators directly and exclusively in the use
} of such aircraft as cornmon carriers of
persons or property for hire or compen-
sation under a► certificate of public con-
venience and necessity issued pursuant to
the laws of this state, the United States,
or any foreign government.
t.
(Page 1 of 3)
AN ORDINA CE�4' THEThy COUNCIL F THE IT F LYNWO D T AMEND
L�t1 WOOD CODE, CHAPTER, 3 0 , IMPOSING A ALES IIID USE TAX TO BE AD-
MINISTERED BY THE STATE BOARD OF EQUALIZATION (Continued)
Section 3. Section 30--21., . Baragrap (G) of Lynwood Code,
Chapter TO -, as amended by Section l of this Ordinance, is amended
to read:
(G) There shall be excluded from the gross receipts
by which the tax is measured:
( 1) The amount of any sales or use tax -
posed by the State of California upon a
retailer or consumer;
( ) The dross rbceipts from the sale of tangible
personal property to operators of waterborn
vessels to be used or consumed principally
outside the city in which the sale is made
and directly and exclusively in the .carriage
of persons or property in such vessels for
commercial purposes;
() The gross receipts from the sale of tangible
personal property to operators of aircraft
to be used or consumed principally outside
the city in Which the sale is made and
directly and exclusively in the use of such
aircraft as common carriers of persons or
property under the authority of the laws of
this state, the United States, or any foreign
government.
Section 4. Section 0--22, Paragraph (E) of the Lynwood Code,
Chapter 30, as amended by Section 2 of this Ordinance, is -amended
to read
Section: {E} There shall be exempt :E om the tax. due under tide
(1) The amount of any sales or use tax imposed
by the State of California upon a retailer
r consumer;
() The storage, use or other consumption of
tangible personal property, the cross re-
ceipts frorn the sale of which has been sub-
ject to ales tax ander a sales and use tax
ordinance enacted in accordance with Part 1.
of Division 2.of the Revenue and. Taxation
Code by any city and county, counter, or city
in this state{
( 1 The storage, use or other consumption of
tangible personal property purcb sed by
operators of waterborne vessels and used
r consumed by such operators directly and
exclusively in the carriage of persons or
property .in such vessels for commercial.
purposes;
(4) In addition to the exemptions provided in
Sections 6366 and 6366.1 of the Revenue and
Taxation Code, the storage, use, or other
consumption of tangible personal.. property
purchased by operators of aircraft and used
r consumed by such operators directly and
exclusively in the use of such aircraft as
common carriers of persons o . property for
hire or compensation under a certificate of
public convenience -and necessity issued pur-
suant to the laws of this state, the
United States, or any foreign government.
Sects-oSections I and 2 of this Ordinance shall be
operative January 1, 1984.
(Page 2 of 3)
f
AN ORDINANCE OF THE CITY COUNCIL :' THE CITY OF LYN OOD TO
AMEND LYINWOOD CODEr CHAPTER , IMPOSING A SALES AND USE TA
TO BE ADMINISTERED $Y THE STATE BOARD - OF EQUALIZATION --
(Continued) :
Section G. Sections 3 and 4 of this Ordinance shall
be operative on the operative date of any act of the Legis-
lature of the State of California which amends or repeals
and reenacts Section 7202 of the Revenue and Taxation Code
to provide ars exemption from city sales and use taxes for
operators of waterborne vessels in the same, or substantially
the same, language as that existing in subdivisions (i) (7)
and i) ( ) of Section 7202 of the Revenue and Taxation Code
as those subdivisions read on October 1, 1983.
first read at a regular meeting of the City Council
of the City � of Lynwood held on the 6th day Of December ,
1983, and finally ordered published at a regular meetlr_g of
said Council held on the 20th clay of December ,
1983.
AYES COUNCILMEN BYORI , HENNING, ROWE, TROMP ON, .MORRIS
NOES : NONE
ABSENT: NONE
r
E. L. MORR , MAYOR
CITY OF LYNWOOD
ATTEST:
ANDREA L. HOOPER, CITY LERFC
APPROVED AS TO FORM:
APPROVED AS TO CONTENT:
CHARLES G. GOMEZ, CITY MP.N $R
I
(Page 3 of 3)
STAFF OF CALIFORNIA
COUNTY OF LOS ANGELES
1. the undersigned, City Clerk of the City of Lynwood, and
e -offi cl o clerk of the Council of said City, do hereby certify that the
above is a true and correct copy of Ordinance No. '1217 adopted b
the City Council of the City of Lynwood, and that the same was passed on
the date and by the vote therein stated.
Dated this 23rd day of ' December 19 83.
a i
a
t
r
■
i
(SEAL) City Clerk, Cit of Lynwood'
i
� LfN4
AGENDA STAFF REPORT
DATE: February 7, 2017
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Alma K. Martinez, City Manager 6
PREPARED ED BY: Dennis McLean, Interim Finance Director
.lose Ometeoti, Financial Consultant, Willdan Financial
SUBJECT: AUTHORIZATION TO ENGAGE PROPOSED FINANCING
TEAM FOR THE PURPOSE OF THE PUBLIC ISSUANCE
OR PRIMATE PLACEMENT OF 2017 LEASE REVENUE
BONDS
Recommendation:
1 Staff recommends that the City Council adopt the attached resolution
entitled, "A RESOLUTION F THE CITY OF LYNWOOD DIRECTING
STAFF TO PROCEED WITH PLANNING FOR THE ISSUANCE OF
LEASE REVENUE ENUE OBLIGATIONS AND APPOINTING A FINANCING
TEAM IN CONNECTION THEREWITH; and
2 Should Council accept and authorize staff to proceed, the financing team
(as described below) ill proceed with the financing and will return t
Council at a later date for final authorization to issue the bonds.
Background:
Consideration to authorize the City Manager to engage a Financing Team related
to the issuance of 2017 Lease Revenue Bonds for the purpose of generating new
project funds for the acquisition of real estate and repayment of City obligations.
The City of Lynwood has two series of Lease Revenue Bonds outstanding.
Series 2003A has $1,475,000 in outstanding bond principal with a final maturity
in 2018: Series 201 OA has $8,985,000 in outstanding bond principal with a final
maturity in 2040. The staff is proposing to generate neer money for projects by
leveraging the general fund revenues available after the final maturity of the
Series 2003A Lease Revenue Bonds. G
7A
ITEM
11 i 5
Discussion & Analysis:
The Series 2003A Lease revenue Bonds have an interest rate of 5.00° and
they are currently callable without a premium and have a cash -funded reserve.
Since the 2003A lease Revenue enue Bonds mature in 2018 there is an opportunity t
issue new Lease Revenue Bonds secured by the revenues available after 2018.
The idea is to keep the City's overall annual Lease Revenue Bond payments the
same as today's payments, but extend the final maturity on the new bonds to 3
years and generate new project funds.
At this point it is unknown if the 2017 Lusa Revenue Bonds will be most cost
effective if issued ars a public offering or a private placement. The selected
financing team will help analyze which sale method (public offering yrs. private
placement) will be most beneficial to the City.
An early estimate of the available bonding capacity is approximately $3 million.
The interest rates are not set until the bonds have sold. Interest rates could move
up thereby decreasing the issuance capacity available (although interest rates
could also move down increasing potential capacity. Therefore, it is prudent t
move as quickly as possible to bring the issue to market.
Once the Financing Turn is engaged, we would begin the various steps t
complete the financing and would ging legal documentation to the Council for
approval in March. It is estimated that the issues would close in late Larch or
early April. Staff is proposing to engage the following financing turn:
Wolf & Company as [Municipal Advisor;
Stifel Nicolaus & Company, Incorporated ars Band Underwriter or
Placement Agent;
lssarnan LLP as Bond Counsel and Disclosure Counsel.
Fiscal Impact:
The Financing Team of Wolf & Company, Issamarn LLP and Stifel Klaus
Company, Incorporated would work on a contingent basis to provide the
documentation necessary to proceed with the 2017 Lease Revenue Bonds.
Other participants that are necessary for bond financings, other than the one
described in the following paragraph, will also provide ancillary services on a
contingent basis. Therefore, they will also only be compensated from the bond
issuance once it closes.
Coordinated With:
CityManager's Office
City Attorney
Finance
2
Attachments:
Brief statements of qualifications for each firm are included as attachments t
this Staff Report.
RESOLUTION OF THE CITY OF LYNWOOD DIRECTING STAFF T
PROCEED WITH PLANNING FOR THE ISSUANCE OF LEASE REVENUE
ENUE
OBLIGATIONS AND APPOINTING TING FINANCING TEAM IN CONNECTION
THEREWITH
91
RESOLUTION No.
RESOLUTION of THE CITY of LYNWOOD DIRECTING STAFF To
PROCEED WITH PLANNING FOR THE ISSUANCE of LEASE REVENUE
OBLIGATIONS AND APPOINTING A FINANCING TEAM IN CONNECTION
THEREWITH
ITH
WHEREAS, the City of Lynwood (the "City" is a municipal corporation
duly organized and existing under the laws of the state of California; and
WHEREAS, the City is authorized to lease its property to finance and
refinance public capital improvements; and
WHEREAS, the City has expressed interest in the issuance of lease
revenue obligations (the "Obligations") Via public offering or private placement
to finance certain public improvements of benefit to the City; and
WHEREAS, the City Council desires to direct staff to pursue the steps
necessary to issue the obligations, to appoint Wolf & Company, as municipal
advisor, Stifel, Ni olaus & Company, Incorporated, as underwriter or
placement agent, and f os arnan LLP, as bond counsel and disclosure
counsel for the offering of the obligations.
NOW, THEREFORE, E, THE CITY COUNCIL of THE CITY of L NWOOD
DOES HEREBY Y FIND, ORDER, , AND RESOLVE E As FOLLOWS:
Section 1. Direction to staff. The City Manager and all other
employees of City are hereby authorized and directed to take such actions a
are necessary or appropriate to provide for the issuance of the Obligations
either Via public offering or private placement, and, at such time as determine
appropriate, to present to this City Council all resolutions and documents
necessary in connection therewith. Nothing in this Resolution shall in any
gray commit the City to issue any obligations, and the City is under n
obligation to go forward with issuance of the obligations unless satisfactory
terms are presented to the City.
Section 2 Approval of Consultants. The City Council hereby appoints
the firm of Wolf & Company, as municipal advisor, Stifel, Ni olaus
Company, Incorporated, as underwriter or placement agent, and Nossaman
LLP, as bond counsel and disclosure counsel, in connection with the
proposed issuance of the Obligations. The City Council hereby authorizes
the City Manager to execute and deliver an agreement with said firms for their
respective services. Payment of fees and expenses with respect to such
agreements shall be contingent upon the issuance of the Obligations.
4
Section 3. Other Acts. The officers and staff of the City are hereby
authorized and directed, jointly and severally, to do any and all things, t
execute and deliver any and all documents: which in consultation with City
Attorney and Nossaman LLP, bond counsel, they may deem necessary or
advisable in order to effectuate the purposes of this resolution, and any and
all such actions previously taken by such Officers or staff members are
hereby ratified and confirmed.
Section 4.
adoption.
Effe t i Ve Date.
This Resolution shall take effect upon
PASSED, APPROVED AND ADOPTED this day of -12017.
ATTEST:
Marra Quinonez
City Clerk
APPROVED As TO FORM:
David A. Garcia
City Attorney
Maria T. Sarntillan-Beal, Mayor
Alma K. Martinez
City Manager
�I
TABLE OF CONTENTS
CONTENT
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Stifel
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DISCLOSURE
Stifel,- r icolaus & Company, Incorporated ("Stifel") has prepared the attached materials. Such material consists of factual or
general information (as defined in the SEC's Municipal Advisor Rule). Stifel is not hereby providing a municipal entity or
obligated person with any advice or making any recommendation as to action concerning the structure, timing or terms of any
issuance of municipal securities or municipal financial products. To the extent that Stifel provides any alternatives, options,
calculations or examples in the attached information, such information is not intended to express any Griew that the municipal
entity or obligated person could achieve particular results in any municipal securities transaction, and those alternatives,
options, calculations or examples do not constitute a recommendation that any municipal issuer or obligated person should
effect: any municipal securities transaction. Stifel is acting in its own interests, is not acting as your rnunicipaI advis or and does
not owe a fiduciary duty pursuant to Section 158 of the Securities Exchange Act of 1934, as amended, to the municipal entity
or obligated party with respect to the information and materials contained in this communication.
Stifel is providing information and is declaring to the proposed municipal issuer and any obligated person that it has done so
within the regulatory framework of IVISRB Rule G-23 as an underwriter by definition also including the role of placement
agent) and not as a financial advisor, as defined therein, with respect to the referenced proposed issuance of municipal
securities. The primary role of Stifel, as an underwriter, is to purchase securities for resale to investors in an arm's- length
commercial transaction. Serving in the role of underwriter, Stifel has financial and other interests that differ from those of the
issuer. The issuer should consult with its" own financial and/or municipal, legal, accounting, tax and other advisors, as
applicable, to the extent it deems appropriate.
These materials have been prepared by Stifel for the client or potential client to whom such materials are directly addressed
and delivered for discussion purposes only. All terms and conditions are subject to further discussion and negotiation. Stifel
does not express any view as to whether financing options presented in these materials are achievable or will be available at
the time of any contemplated transaction. These materials do not constitute an offer or solicitation to sell or purchase any
securities and are not a commitment by Stifel to provide or arrange any financing for any transaction or to purchase any
security in connection therewith and may not relied upon as an indication that such an offer will be provided in the future.
Where indicated, this presentation may contain information derived from sources other than Stifel. While we believe such
information to be accurate and complete, Stifel does not guarantee the accuracy of this information. This material is based on
information currently available to Stifel or its sources and is subject to change without notice. Stifel does not provide
accounting, tax or legal advice; however, you should be aware that any proposed indicative transaction could have accounting,
tax, legal or other implications that should be discussed with your advisors and /or counsel as you deem appropriate.
L1 Nwo0D UT1 LITY AUTHORITY I Q ua I ificatio ns to Provide Bond U nderwrit] ng Services
FIRM OVERVIEW
Stifel, a wholly owned subsidiary of Stifel Financial Corporation, is a full-service brokerage and investment
banking firm. Established in 1890 and based in St. Louis, Missouri, the company provides financial advisory,
securities brokerage, investment banking, trading, investment advisory, and related financial services through its
wholly-owned subsidiaries to individual investors, professional money managers, businesses, and municipalities.
Stifel Financial is a publicly traded firm listed on the New York Stock Exchange under the stock ticker "SF". Stifel
is a member of the Municipal Securities Rulemaking Board "IVIS B" and is registered with the Securities and
Exchange Commission ("SEC"). Stifel organizes its resources to serge local government issuers through two core
areas: 1 the Municipal Fined Income group which includes banking, institutional sales and underwriting
resources; and 2 the Global Wealth Management group which includes over 2,100 retail sales brokers who
manage some 749,000 accounts for individual investors.
Dominant California Practice — Stifel has established one of the largest and most successful franchises in the
municipal market. Over the last three years, our public finance department has grown in size from 50
professionals to over 130. In late 2011, Stifel acquired Stone & Youngberg — a municipal finance investment bank
founded in Sari Francisco in 1931. In April 2014, Stifel acquired De La Rosa, a California -focused investment
bank originally founded in Los Angeles in 1969. In combining two of the most active underwriting firms in
California both of whom had previously worked with the City), Stifel brings together bankers, sales people and
underwriters with more collective experience with California local government than any other firm. Below we have
highlighted several unique characteristics of our group:
■ Head of Municipal Finance based in San Francisco
■ Manager of National Public Finance based in Los Angeles
■ 36 Public Finance Bankers based in California
■ Two Senior Underwriters located in California (Ban Francisco and Los Angeles)
Underwriting Experience — According to the Securities Data Corporation, Stifel is the No. 1 underwriter of
California negotiated municipal bonds in 2016 as measured by number of transactions and par amount. Stifel
brought to market 270 senior or sole -managed California bond issues totaling $6.4 billion.
Of more relevance to the City, Stifel is the top underwriter of California-based general fund bonds. As illustrated
below, in 2016, we sole or senior managed 28 California general fund transactions for an aggregate par value
over 660 million. This consistent level of activity ensures that our sales force and underwriters have a real-time
pulse of the market. While most of our competitors may complete one or two transactions per month, we are
actively bringing transactions to market every geek and as a result are best positioned to facilitate seamless
market access for the Authority.
300
c
250
0
200
P 150
sm0
100
2 50
STIFEL Piper Jaffray RBC Citi Raymond
James
ourm SDC. As of 1/1!2017. Fri!l credit to book runner (equal rf joint).
0
25
c
0
0
c
15
0
STIFEL Raymond Hilltop Piper Jaffray Morgan
James Securities Stanley
City of Lynwood I Qualifications to Provide Bond Underwriting Services Page I
FAMILIARITY WITH THE CITY
Knowledge of and Experience with the City. For nearly a decade* it has been our pleasure assisting the City
and its various issuing entities in generating new money for capital improvements as well as lowering the overall
debt burden by refinancing its existing debt payments. In total, we have worked with the City as part of the
transaction team on 7 issues totaling more than 0 ,million in par value. This kind of experience gives us
unique and unparalied insight into the political, economic, and credit complexities and challenges faced by our
local issuer clients within the county, especially the City.
111712914
$8,660,999
Refunding Revenue Bonds, 2814 Series(Private Placement)
1212412613
$8191990
Alameda Project Area TABS, Series 2013F
12/18/2012
$6,880,690
Local Measure R Sales Tax Revenue COPS, Series 2612
3/0912011
$18,489,099
2011 Series A Tax Allocation Bonds
310912011
$83660,800
2011 Series B Taxable Tax Allocation Bonds
5/2812099
$5,735,000
Enterprise Refunding Revenue Bonds' 2909 Series A
11/28/2008
$9,755,000
Enterprise Revenue Bonds, Series A
$6299509000
STIFEL TEANI
Jose Vera, Managing Director, wi11 serve as the primary contact and day-to-day banter for the City. Kory Griffin,
Associate, will provide transaction and execution support for the City. Joshua Donnelly, Analyst will assist with
transaction execution. Stifel's capital markets resources serving the City includes the two underwriters with the
most experience bringing California issuers to market, Ben Stern and Betsy Ki hn. Ben manages Stifel's Los
Angeles underwriting desk, while Betsy is Stifel's senior underwriter in San Francisco.
Core Financing Team
Name
Ekperie..nce.
Josh Vera
Josh Vera has over 16 years of public finance experience, during which time he has assisted issuers
Managing Director
Lead Banker and
with the sale of over $4.5 billion of municipal bonds for local government agencies in California and
Nevada. Jose is a Paul Harris Fellow and past President of the Rotary Club of Los Angeles
Project Oversight
oldest Rotary club in the world), one of the largest community service clubs in the world. Jose earned
his B.S. degree in Economics and a Minor in Mechanical Engineering from Massachusetts institute
(213) 443-6002
of Technology (1999).
Select Recent and Relevant vant Lease RevenuelCOP Experience
ivera@stfel.com
Los Angeles, CA
Pico Rivera PFA, Lease Revenue Refunding Bonds, Series 2016, $30m
City of West Hollywood, 2016 Lease Revenue Bonds, $85m
Panama -Buena Vista USD, Refunding Certificates of Participation, Series 2016, $27m
California Municipal Finance Authority, Revenue Bonds (Fire Station) 2014 Ser. A, $15m
West Hollywood Public Financing Authority, 2013 Lease Revenue Bonds, $19m
Irwindale Joint Powers Authority, Lease Revenue Refunding Bonds, Series 2013, $4m
K ry Griffin
Dory joined Stifel's public finance department in 2013 and has provided financing and execution
Associate
support on a gide variety of credits including special tax, revenue and GO bonds. Kory earned his
Execution Support
B.B. degree in Finance and Business Law from Loyola Marymount University (2013).
(213) 443-6027
Select Recent and Relevant Lease RevenuelCOP Experience
kgrifl•in@stifel.com
City of Infest Hollywood, 2016 Lease Revenue enue Bonds, $66m
Los Angeles, CA
City of Moreno Valley, Taxable Lease Revenue Bonds, Series 2016, $24m
Lake Elsinore Facilities Financing Authority, Lease Revenue Bonds, Series 2016, $1
City of Westlake Village, 2015 Certificates of Participation, $16m
City of San Juan Capistrano, Refunding Bonds, Series 2014A, $20m
Bain Juan Basin Authority, Lease Revenue Bonds, Issue of 2014, $20m
Josh Donnelly
Josh joined StifelIs public finance department in 2016 and has provided financing and execution
Analyst
support on a wide variety of municipal credits. Mr. Donnelly has performed financial and credit
Execution Support
analysis in the support of over thirty senior managed new issues since joining Stifel. Josh has a B.S.
degree in Managerial Economics from the University of California, Davis (2015).
Recent and Relevant Experience:
(213) 443-5076
donnellyj@stifel.com
V City of Moreno Malley, Taxable Lease Revenue Bonds, Series 2016, Orn
Los Angeles, CA
Lake Elsinore Facilities Financing Authority, Lease Revenue Bonds, Series 2016,$10m
City of Lynwood I Qualifications to Provide Bond Underwriting Services Page
ExPENE
Ensuring the lowest cost of borrowing is a goal that Stifel shares with the City. The borrowing cost is a function of
the market, issuer credit and the execution deli ered by the underwriter. Stifel will work with the City and its
financial adviser to negotiate an appropriate fee for the transaction of not less than $50,000. tifel's position as
California's top underwriter of municipal bonds, our proven ability to find investors for our client's projects and our
direct past experience with the City of Lynwood male us the most qualified firm to help the City with this very
important financing
City of Lynwood ! Qualifications to Provide Bond Underwriting Services IPage
C.avitall
IM
Ben Stern
Ben Stern has 24 years of municipal experience and directs the pricing and mar �Ceting of tax-exempt
Managing Director
and taxable municipal issues underwritten by Stifel. Bon joined Stifel through the acquisition of De La
Underwriter
Rosa & Company in 2014 and since1990 hes participated as an underwriter on more than $236
billion of municipal financings.
(213) 443-5225
bstern@stifel.com
Los Angeles, CA
Betsy K i hn
Betsy joined Stifel (originally Stone & Youngberg) in 2004 and serves as tifel's senior municipal
Managing Director
underwriter in San Francisco. Betsy has over a decade of experience and over her career has
Underwriter
served as the firm's co-head of California underwriting as well as lead underwriter for tifel"s tap
ranked groups in Arizona and Nevada.
(415) 364-2791
bkiehn@stifel.com
San Francisco, CA
ExPENE
Ensuring the lowest cost of borrowing is a goal that Stifel shares with the City. The borrowing cost is a function of
the market, issuer credit and the execution deli ered by the underwriter. Stifel will work with the City and its
financial adviser to negotiate an appropriate fee for the transaction of not less than $50,000. tifel's position as
California's top underwriter of municipal bonds, our proven ability to find investors for our client's projects and our
direct past experience with the City of Lynwood male us the most qualified firm to help the City with this very
important financing
City of Lynwood ! Qualifications to Provide Bond Underwriting Services IPage
January 11, 201
Alma K. Martinez
City Manager
City Hall
City of Lynwood
11330 Bullis Rd
Lynwood, CA 90262
RE: Proposal to Provide Financial Advisor Services
Dear Ms. Martinez:
On behalf of Wolf & Company n Inc. we are pleased to submit this proposal to act as a
Financial Advisor to the City of Lynwood. We are confident that wolf & Company, with
its experience and expertise in municipal finance, is best suited to help the City evaluate,
issue and restructure its debt obligation.
Wolf & Company Inc. is registered with the SEC and MSRB.
Our contact information is a follows:
Wolf & Company Inc.
241 S. Figueroa Street
Suite 100
Los Angeles, CA 90012
If you need any additional information please do not hesitate to contact us. we look
forward to working with you.
Si icerly.///r
a C,
west . Wolf
President bo
Wolf& Company Inc.
www.wol hou ing. om - 241 South Figueroa Street, Suite 100 - Los Angeles, CA 90012 - (213) 744-0437
Wolf & Company Inc.
Independent Registered Municipal
Financial Advisors
Experience of the flan and key i divi'duals
Wolf & Company Inc., established in 1993, is a financial advisory firm Municipal
Advisor) registered with the SEC and MS B . Wolf & Company provides financial
advisory services to state and local go emments, housing finance agencies, insurance
companies, mortgage bankers, i
knvestment bankers and institutional investors. Wolf
Company maintains its office at 241 S . Figueroa Street, Suite 100, Los Angeles, CA
90012.
The President of wolf & Company Inc. is Wesley R. wolf. Mr. Wolf has over 35 years
of financial and government experience. Prior to the formation of wolf & Company Inc.,
Mr, Wolf seared as a senior executive for 12 years with a financial service company
holding various mortgage banking, mortgage insurance and investment banking
positions.
Mr. wolf has structured and/or placed credit enhancements on over $9 billion of state and
local tax exempt and taxable revenue bonds. Mr. Wolf has been the manager on $5.5
billion in administrator/compliance/oversight agent contracts.
Prior to his affiliation with the financial service company, Mr. Wolf was a principal in
financial advisory firm that provided economic and financial services in the area of
municipal finance. Mr. Wolf previously served as a City Administrator and Executive,
]director of a Redevelopment Agency in California.
Besides Mr. Wolf, Mr. Manny De Dios serves as a Municipal Advisor with wolf
Company. Prior to joining wolf & Company as a Municipal Advisor, Manny De Dios
was for 25 years a registered (Series 7) Municipal Securities Representative and
registered (Series 2 Municipal Securities Principal. During this time, he was a lead
investment banker and Principal with Kinsell, Newcomb & De Dios, Carlsbad, CA. a
firm which served as an Underwriter or Financial Advisor to a lame number of
redevelopment agencies, cities, schools and special districts in California).
Mr. De Dios began his career in public finance initially as an Accountant, and ultimately
as Deputy Executive Director with the Pasadena Redevelopment Agency (Pasadena,
California) where he was employed for a decade. The Agency was instrumental in the
major revitalization of downtown Pasadena into the dynamic retail/commercial, hotel and
contemporary housing venues which have evolved. Manny De Dios f rnned Municipal
Services Inc. after leaving Pasadena -he and his firrn provided valued financial services to
number of redevelopment agencies including Pomona, Duarte, Baldwin Park, El Monte,
Montclair among others. lir. De Dios has personally served as Financial Advisor or lead
investment banker (Underwriter) on numerous tax exempt and taxable municipal
securities during his nearly 50 years career in Public Finance.
Wayne Mittleider manages Wolf & Company's non financial advisory services to Wolf
& Company's clients such as the California Department of Veterans Affairs. lir.
Mittleider has over 30 gears experience in government and finance. fir. Mittleider
served 8 years as an executive director of a state housing agency and 2 years as the
administrator of a state insurance management group.
Wolf & Company is a certified small business with the State of California.
Wolf & Company currently has ongoing contracts with the following public and private
agencies: California Department of Veterans Affairs, Golden State Finance Authority,
National Homebuyers ebuyers bund, Cities of Daly City, La Verne and Poway, County of San
Bernardino, County of Riverside, Contracts with 26 Independent Cities Finance
Authority members and 17 California Municipal Finance Authority members.
Potential Conflict of Interest
We are not aware of any conflicts we have in or with the City.
Business Relationships with Other Entities
We are not aware of any business arrangements that we have that would be affected by
the Financial Advisor contract with the City.
Insurance Coverage
Wolf & Company maint-ciiiis at its awn e p « e a genend liability policy and all errors
aria orni sioxis hisurwi a policy (policy limit are 4 milli ri dollars on the general
liability and $1 million dollars on the E .
WOLF & COMPANY
LIST OF WORK PRODUCTSIPROGRAMS
MOBILE HOME E PARD ADMIN/OVERSIGHT AGENT ASSIGNMENTS
Union City -Millennium Housing -City of San Marcos
Valle Verde -Caritas -City of San Marcos
Administration and Oversight Agent Services provided to 50 different Mobile Horne Parrs Located in
California
SEVERAL RDA REFUNDINGS FA
City of San Fernando
City ofBljflower
City of La Puente
City of El Monte
MOBILE HOME PARK FINANCING (FA)
City of Visalia-ICFA
City of Santa Rosa -[CFA
City of Clovis —Ili`
WATER/SEWER PROJECT FINANCINGS (FA)
City of La Puente
City of Lomita
CITY PARD REFINANCING A
City of Pico Rivera
2005/2017 on going services GSFAIHF, SACRAMENTO, C.A.
200712017 on going services CALIFORNIA DEPARTMENT OF VETERANS AFFAIRS,
SCREMENTO, CA,
TAXABLE BOND PROGRAMS -FINANCIAL AND OR MORTGAGE ADVISOR
DOWNEY REGIONAL MEDICAL CENTER-HOSPITAL#ICF 21 MILLION FA
SOUTH CAROLINA JOBS ECON DEVE AUT ORFTY RCB HOSP LLC
PROJECT $8A MILLION FA
CHARTER SCHOOL FINANCING-ICFA/ALLIANCE CITY OF LOS ANGELES, CA414 MILLIONC41
2008 -2012 -NAVY MILITARY HOUSING PRIVATIZATION PROJECT-ASSET/PORTFOLIO
/MANAGEMENT
INDEPENDENT CITIES -$50 MILLION TAXABLE DOUSING BONDS
MASS HOUSING FINANCE AGENCY -$25 MILLION TAXABLE HOUSING BONDS
VENTURA CINES MORTGAGE FINANCE AGENCY -$25 MILLION TAXABLE HOUSING BONDS
INDEPENDENT CITIES -S5 /MILLION TAXABLE HOUSING BONDS
TAX EXEMPT BOND PROGRAMS -PROGRAM ADMINISTRATION AND OR
MORTGAGE INS ANCE (MI) OR FINANCIALADVISORiI ISTRUCTURINGE T
C L FAM UGHTERS OF CHARITY HEALTH SY TE i- 150 MILLION S
CITY OF LA PUENTE, CA TAB REFUNDING FA
MONTEBELLO SCHOOL DISTRICT REFUNDING G FA
$27 MILLION -COUNTY OF SAM BERNARDINO, CA -ON GOING 1997
$14,850,000 -COUNTY OF SAT BERNARDINO, CA -ON GOING 2000
$25,505,000 -COUNTY OF SAN BERNARDINO, CA -ON GOING 2001
14,235,000 -COUNTY OF SAN BERNARDINO, CA -ON GOING 2002
$500,000-DPAIN NOTE -COUNTY OF SAID BERNARDINO, C
$23,3 12,789 -COUNTY OF SAN BERARDINO, C
5,000,000 -COUNTY OF S1 BERNARDINO, C
515,300,000-CRHMFA HONSBUYERS FUND, SACRAMENTO, CA
INSURANCE/MORTGAGE ADVISOR -FR DI MAC PROGRAM
$50,000,000 HOUSING COMM OF ANNE ARUNDEL COUNTY, MD
$30,000,000 CALIFORNIA HOUSING OPPORTUNITIES COMM, CA
$40,000,000 RICHMOND CONY (AUGUSTA), G
S35,000,000 STRATEGICI TRA IS COUNTY, TX
$40,000,000 FULTON COUNTY, OA
$537000,000 ABAG, CA
$50,000,000 LOUISIANA PUBLIC FACILITIES AUTHORITY
$27,000,000 REGION III HOUSING AUTHORITY OF NEW MEXICO
$25,000,000 MISSISSIPPI HOME CORPORATION
$272000,000 THE INDUSTRIAL DEVELOPMENT AUTHORITY PIM
$43,000,000 PULASKI COUNTY, ARKANSAS
$25,000,000 CALIFORNIA COMM HOUSING & FINANCE AGENCY
$20,000,000 PACIFIC HOUSING & FINANCE AGENCY
$40,000,000 HARRISONBURG REDEVELOPMENT & HOUSING
$55,0001000 CAL CITIES HOME OWNERSHIPAUTHORTY
$65,000,000 RIVERSIDE -SAN BERN HOUSING & FINANC AGENCY
S7510009000 SAN DIEGO AREA HOUSING & FINANCE AGENCY
$50,000,000 OKLAHOMA HOUSING DEVELOPMENT AUTHORITY
$90,000,000 EAST BAY DELTA HOUSING & FINANCE AGENCY
70,000,000 PACIFIC IHO SIG & FINANCE AGENCY ��*
$35,000,000 HARRISONBURG REDEVELOPMENT � HOUS ACI 1 H
$70,000,000 CALIFORNIA CITIES HOME OWNERSHIP AUTHORITY
$40,000,000 OKLAHOMA HOUSING DEVELOPMENT AUTHORITY
$27,300,000 COUNTY OF SAN BERNARDINO CALIFORNIA
$60,000,000 CALIFORNIA RURAL HOUSING AUTHORITY CALIF
D 1 NP Y TENT AND -CLOSING COST ASSISTANCE PROGRAMS -SECOND MORTGAGE
PRGGR MS-IN1 CEf M T GE INANCIAL ADVISOR/STRUCTURING AGENT
DEVELOPMENT AUTHORITY OF DEKALB COUNTY, GA SINGLE FAMILY TBA
PROGRAM
GET SOME NOW PROGRAM -AFD SOLUTIONS/HOME DEPOT
ENTERPRISE COMMUNITY LOAN FUND
MIAMI DADE AFFORDABLE HOUSING FOUNDATION (STATEWIDE FLORIDA PROGRAM)
SHENANDOAH HOUSING CORPORATION IOI (STATEWIDE PROGRAM VIRGINIA AND
MARYLAND)
CAL RURAL-FANNIE M E -RADIAN
CAL RURAL -BOND -RADIAN
MRICOPA. COUNTY-FANNIE ME -RADIANT
NEHEMIAH PROGRAM -1 T N TION TIDE -RADIAD]
RURAL ALLIANCE-FANNIE 11AE-RADIAN
MOBILE HOME PARR FINANCINGS -FINANCIAL ADVISOR/OVERSIGHT AGENT
SERVICES -50 MHP SERVICES ON GOING.
2016-ICFA CLOVIS, C FAIOS
2016-ICFA VISALIA FA/OSA
2015-ICFA SAN MARCOS-PALOM R E & W F
2014 -CITY OF LAERNE, C(FA/OSA
2014-CMFA CARITAS 9 PARKS
2012 -CITY OF ROHNERT PARK, C-2 PARKS
241-ICFA/SAN M TEO COUNTY, CA(FA/OSA)
2004-ICFACITY OF HERMOA BEACH, CA
2 1 -ICF CITY OF MORGAN HML
201-ICFA/CITY OF SAN JUAN C PI TRANO, CA FA/OSA)
2007 -ICF -CITY OF FRESNO, CA
2 I2-ICFA-CITY OF FRESNO, CA
200 x/1 -ICFA-CITY OF SANTA ROSA, C FA/GSA)
20 1 -ICFA-CITY OF S LINAS, CA
10-CMFA-CITIES OF P LMDALE, GARDEN GROVE 2 AND YUCIAPA, C
201 1-ICFA-CITY OF C PIT LA, CA
12 -CMF -CITIES OF LANCASTER, VAC ILLE AND NEWCASTLE
2012-ICFA-CITY OF YUCIAPA, 2
2012 -ICF -CITY OF PALM SPRINGS, C
2012-ICFA AUGUSTA COMMUNITIES, CA 4 PARKS
2013 -CITY OF SAN MA.RCOS, CA-ICFA
201 -CITE OF CARPENTERI, CA-ICFA
2013 -TOWN OF WINDSOR, CA-CMFA
THREE PRIVATELY FINANCED 11OEILE HOME PARKS
UNION CITY AND VALLE VERDE -assigned by way of the City of Sao Marcos
CITY OF POWAY
CITY OF DALY CITY
COUNTY OF RIVERSIDE
MORTGAGE PORTFOLIO MANAGEMENT
T
RADIAN INSURANCE 2ND MORTGAGE PORTFOLIO -SERVICES ONGOING
S'T'RATEGIC CONSULTING G SERVICES
LIVE TRAFFIE DATE -NEW YORK, NY
CALIFORNIA DEPARTMENT OF VETERANS AFFAIRS CD A. , SACRAMENTO, CA
GE CAPITAL MORTGAGE CORPORATION, RALEIGH, NC
ENTERPRISE COMMUNITY MOAN FUND
NATIONAL HOMEBUYERS FUND, SACRAMENTO, C
NE EMIAH CORPORATION, SACRAMENTO, CA/U.S. CONFERENCE OF M ORS CITIESFIRST
GU R NTED INVESTMENT CONTRACT SERVICES
MUNICIPAL CLIENTS INCLUDE: DESERT WATER AGENCY, IDAHO HOUSING & FINANCE
AGENCY, DELANO FINANCE AUTHORJTY, CITIES OF HERCULES, UNION CITY, MOORP RK
AND RICHMOND, ICFA CITIES SLIA, CAPITOLIA, ROHNET PARK, SAN MATED COUNTY,
SANTA ROSA, SAN ,TUN CAPISTRAN, FRESNO
MULTI FAMILY MOUSING DEVELOPMENT -FINANCIAL ADVISOR/BOND HOLDER
REPRESENTATIVE
HUNTINGTON PARK, CA GNMA SAFE -CLOSED
HOUSING AUTHORITY OF SAM BERNARDINO, CA GNMA SALES -CLOSED
NATIONAL CITY, CA. ONMA SALE -CLOSED
CONTINUING DISCLOSURE AGREEMENT
PROVIDING DISSEMJNATION AGENT SERVICES FOR 20 'TAX EXEMPT ISSUES.
Wolf & Company Inc.
Wolf & Cornaanvinc. Los Angeles, California 1993 to present.
Wolf &Company is a financial advisory firm registered with the SSC
and MSRB. Wolf &Company provides services to state and local
governments, housing finance agencies, insurance companies,
mortgage bankers, investment bankers and institutional Investors in
the areas of municipal finance, with a specialized emphasis on:
Structured Finance
First Time Home Boger Programs
Down Payment Assistance Programs
Mortgage Insurance
Credit Enhancement
Insurance Product Research/Development
Mobile Horne Park -Oversight Agent Services
Mortgage Portfolio Management
Program Administration Services
Strategic C
Guarantee Investment Contract Bidding Services
Wesley Wolf is President of Wolf &Company.
Professional Experience of Wesley R. Woif
�terex Corporation Ca itall, Madison, Wisconsin .1982 to
993:
Verex Assurance,, Inc, (Private Mortgage Insurance Company)
Vico President and Director, Sales, Capital Markets and Marketing.
Verex Mortgage Corporation (Mortgage Banking Company)
Vice President and Director
Verex Securities (Investment Banking Company)
Vice president and Principal
Verex MBS Funding Corporation (Issuer Mortgage Pass Through Debt)
Vice President
Urban Futures, Inc_ Fullerton, California 1979 to 1982
Dice President -financial consulting services in the area of municipal
bond financing.
City of Hawaiian Gardens California 3974 to 1979
City Administrator, City Clerk and Redevelopment Agency Executive
Director.
rof L4sionall Licenses epic 1999 --no brokerage firm relationship
Registered General Securities Principal -,Series 24
Register Representative -Series
State Uniform Securities -Series 63
Fel"roil
California Stade University, Long Beach, California
Graduate- Bachelor of Arts
Milita Service
U.S. Army
Honorably Discharged
Active Service 1966-1968
USAR- 1968-1972
Contact Information
Weslgy.R. Wolf
'wolf & Company Inc.
100 S i Flower Street
Suite 3300
Los Angeles, CA 90015
r �
��f��. # � •�! �w f •A * r�! x � �*#`�-�S � # is of
213 744 0437
FAX: 213 7410519
Cell. 949 235 0525
Wolf & Company is a certified small business with the State of
California.
www.wolfhousing.com
COST PROPOSAL
COMPENSATION. For those services rendered in connection with
the sale of any of the bonds, the Contractor shall be paid a fee pursuant
to the following: An hourly rate of $250.00 not to exceed $15,000,
unless otherwise agreed to in writing by the parties. Such sum shall be
payable upon the delivery of the bonds, payable from bond proceeds.
If no bonds are sold for any reason, including but not limited to
actions taken or not taken by the Agency's governing board, then no
compensation shall be owed to the Contractor for services provided
hereunder, and the Contractor shall be solely responsible for all costs it
V
ncurred while performing its duties hereunder.
The Contractor shall, from the fee, bear all out-of-pocket costs and
expenses, including without limitation, travel, telephone, computer,
mailing, and the like, incurred by the Contractor in performing the
Contractor's duties and obligations, unless the incurring of such costs
and expenses is specifically authorized in writing by the Agency, The
Contractor is not responsible for and shall not be held liable for any
other expenses or expenditures in connection with the financing
program.
Wolf t onilo�aq Inc. provides njun;c1pal con uIting er ir`es,
eograiii a d fiiin stration/o vers t and fj)sur'aijce advisory seNi es
to _tate and IoLaI governments, housihq finance a klesj
riot, for 1)fofit CO r otatroa) S, in S u rh i i Ce Con-ipan ips, rnor~ t gage
bar1 f , jt wl tnie nt W. nkers end I'I tItotion l lnvestoi5 in tl1 t�
exempt and taxa bIe muIIIC'aI wa T ke t. WoIF & Company is a
veteran- kvn ed corm an .
Y - �
M[j'- I C I PALCL SUl .TJNL v_Q TIN 1' ' I.-� 1'l % r.
Our drrik hood c rienc acid itis
in:. eCU FitRzatiob", l6nd, in' cg rid;me tiro ': �
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i41 V e ur:.y eeds'arnd,d term inet
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OF
FI0(iS1 AND MORTGAG E P1NANCEPROGRAMS
At -Wolf C6mim n r, QUr clients are `
proviel d with 11OU ing/mortgacge :# #..
.., :MR
prog rams dral•t d with attor)tive - :! :: "
are. nd unique r s u rces to fit
theieindiv11duaI reeds, risk := =
pa ran ters, -a od 9 eograpNc
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CALIFORNIA
CITY MANAGEMENT FOUNDATJON
SPONSJR 16-17
v oJf & Co iii p iiy and i (1)1incipa 1 s- have markete , n gotiated,
and t, uctuied over $18 61111 n to rno rtga 90 T VPI) Lie bonds
wh'il ad-ministe4ing over $5.5 billion n drrlin tralor#
o r �i nc -ajid/o.r oust:- is 'lit a .nt ontra L-ssr
'" = _• Munlc1pa1/Financial Advisors
Mobile lir me' Park Acquisition -Pro. rant
:� a
•er i ii _ rpt r c f :111#o ile:koriie:'Pack '
: :
�-ontrnb nq.D1sc� sure Reporting Services
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Wesley R. Wbir, the president ofI ol.f& Compary Inc, founded thO.
or9a ni: z3tRon in '1: 993. B efore. doin.g'so,. Iie serVC:id as a se g for
e xeccwti ve-with a rinali ial ser v ic. e company Ii lding va riou s
mortgage banking, i ortoage insurance and ilives tmen t bankii ng
PO601.15.E
Prior to 51 epp i) in to this role, l lr.'Wolf pr -o ided econ0n)ICand
financial servE :s in the area of mupilcipal finance and Served as a
City. A(-Jmi61 st.rator and Executive Director of ii Redevel6pnient
Agencyin California.
W1 over 39 years of rirtiaii 'al and. governmente per!ene;
weslL;--.y Wolf feep!r committed tp lon. -term, successrul business
relations h1 based on ii)tog rit Y.
Z cl e
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213-744-04437 f (94 912 :=0525
www.w0lfljoj1s'r) .corer I wesley a olfco..n .t
AGENDA STAFF REPORT
DATE: February 7, 201
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Alma K. Martinez, City M nag Z! S
PREPARED ED : Haydee M. Salit t r f Human F e ur and Risk
Management
SUBJECT: Memorandum f Understanding MMU with the Lynwood
Employees' Management Group LEMG
Recommendation:
Staff respectfully requests that the City Council adopt the attached resolution
entitled, "A RESOLUTION F THE CITY COUNCIL OF THE CITY OF LYNWOOD
ADOPTING A COMPREHENSIVE MEM F ANDUM OF UNDERSTANDING
(MOU) BETWEEN THE CITY AND THE LYNWOOD EMPLOYEES'
MANAGEMENT GROUP LEMG WHICH SETS FORTH ALL WAGES, HOURS,
AND OTHER TERMS AND CONDITIONS F EMPLOYMENT."
Background:
The Lynwood Employees' Management Group LEMG submitted its initial
proposal for a successor MOU on November 10, 2616. The parties have been in
negotiations since that time. The M U between LEMG expired on June 30, 2016.
Since then, hours and working conditions have remained the same.
While the parties continued to negotiate a formal successor M PJ, they reached
agreement on certain financial terms, which include maintaining the "Status Quo"
n the labor contract; meaning, the current MOU will remain in effect until a
successor MOCK is completed and agreed t. The agreement reached with LEMG
n the certain terms are documented by means of a Side Letter Agreement
("Agreement")subject to completion of negotiations and approval of a successor
M U for 2017-2016.
The City Council authorized the City Manager at its December 20, 2016 meeting
to enter Into an Agreement and by their signatures; the authorized representatives
f LEMG represented and warranted that the Agreement terms were also ratified
by the LEMG membership subject to the recitals/conditions stated above. The
terms are as follows -
AGENDA ll ws
AGENDA
ITEM
Iry
0 Status u with current 1 10 U
Retiree Medical Issue — deferred until 6/30/2017; 3 -month severance
offered to those retiring on or before 12/31/2016 oriII not be extended.
•
Winter Closure December 27 — 291 2016, the three wording days are
considered n np id Holidays.
(1) Employees with time on the books will use accrued leave;
(2) Employees with no accrued leave and who wish to work during this
period may do so as the City will maintain a skeleton crow.
Discussion & Analysis:
The negotiated changes to the MMU are as follows:
0 Status u with current IIS o
•
Retiree Medical Issue — deferred until 6/30/2017; 3 -month severance
offered to those retiring on or before 12/31/2016 will not be extended.
Winter Closure December 27 F-- 291 2016, the three wring days are
considered n npaid Holidays.
(1) Employees with time on the books will use accrued leave;
(2) Employees with no accrued leave and who wish to work during this
period may do so as the City will maintain a skeleton crew.
Fiscal Impact:
The fiscal impact will be carefully assessed and be reported in the Midyear ar budget
that will be presented to the City Council. The FY 17 budget adopted on July 19,
2016 was based on assumptions similar to maintaining the Status Quo. However,
the cost of severances with recently retired employees and the departure of the
previous City Manager are not included in the F '17 budget and will also b
assessed and likely require additional budget appropriations in conjunction with
the FY17 Midyear report.
Coordinated With:
City Manager's office
City Attorney's office
Attachments:
Resolution
Signed City-LEMG Side Letter Agreement Dated February 7, 2017
2
RESOLUTION No.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
ADOPTING A COMPREHENSIVE MEMORANDUM OF UNDERSTANDING
(MOU) BETWEEN THE CITY AND THE LYNWOOD EMPLOYEES'
MANAGEMENT GROUP (LEMG) WHICH SETS FORTH ALL WAGES, HOURS,
AND OTHER TERMS AND CONDITIONS OF EMPLOYMENT.
WHEREAS, EAS, the current Memorandum of Understanding "MOM" between
the Cit} of Lynwood and the Lynwood Employees' Management Group LEMG
expired onJune 30, 2016; and
WHEREAS, collective bargaining was conducted in good faith between the
City and LEMG in accordance with the provisions of the Mer - lilia Brown Act;
and
WHEREAS, EAS, mut al agreement between the two parties has been reached.
NOW, THEREFORE THE CITY COUNCIL of THE CITY of LYNWOOD DOES
HEREBY FIND, DETERMINE, ORDER AND RESOLVE AS FOLLOWS:
Section 1. The attached Side Later Agreement "Agreement" subject to
completion of negotiations and approval of a successor l l u for 2017-2018
(Exhibit A, which includes all agreed upon hours, wages, and other terms and
conditions of employment and maintains the Status Quo on the collective
bargaining agreements between the City of Lynwood and the LEMG is adopted.
Section 2. The City Manager is authorized to amend any current policies
and procedures as necessary to reflect the provisions of the attached Side Letter
Agreement `Agreement" .
Section 3. That the City Manager or his designee may carry out any
transactions that may be necessary as so ordered by this resolution.
Section 4. This resolution shall become effective immediately upon its
adoption.
PASSED, APPROVED ED AND ADOPTED this February 7th clay of FEBRUARY,
Y,
2017.
Maria T. Santillan-Beal, Mayor
ATTEST.
Maria Quinonez Alma K. Martinez
City Clerk City Manager
APPROVED AS TO FORM:
David A. Garcia
City Attorney
SIDE LETTER AGREEMENT
BETWEEN THE
CITY OF LNWD
AND
LYNWOOD EMPLOYEES' MANAGEMENT GROUP (LEMG)
REGARDING DIN MAINTAINING THE STATICS QUO ON THE 2015-2016 MOLT
(DECEMBER 20, 2016)
SIDE LETTER AGREEMENT BETWEEN THE CITY OF LYNWOOD AND LYNWOOD
EMPLOYEES' MANAGEMENT GROUP (LEMG) REGARDING DING STATUS QUO OF MMU
2015-2016, RETIREE EE MEDICAL ISSUE AND WINTER CLOSURE FOR FISCAL YEAR
2015-2016
PREAMBLE
The Lynwood Employees' Management Group (hereinafter "LEMG"), is the recognized
employee organization for all professional and management positions to the fullest extent
allowable as set forth in the most recent Memorandum of Understanding Between the City
f Lynwood And the Lynwood Employees' Management Group July 1, 2015 to June 30,
2616 (hereinafter "LEMG MMU 2015-2016"). City and LEMG representatives have been
negotiating a successor memorandum of understanding ("MOU") since November of
2016. The LEMG MOU 2015.2016 expired effective close of business on June 30, 2016.
While the parties continue to negotiate a formal successor ISO[.!, they have reached
agreement on certain terms of a Status Quo labor contract and desire to document these
terms by means of this Side Letter Agreement `Agreement" subject to final completion of
negotiations and approval of successor MMU for 2017-2018.
The City Council of the City of Lynwood authorized the City Manager at its December 20,
2616 meeting to enter into this Agreement and by their signatures below the authorized
representatives of LEMG represent and warrant that the Agreement terms have also been
ratified by the LEMG membership subject to the recitals/conditions stated above:
1. Status Quo with current 2015-2016 MMU
2. Retiree Medical Issue — deferred until 6/30/2017; 3 -month severance offered to
those retiring on or before 12/31/2016 will not be extended.
. Winter Closure December 27 — 291 2016, the three working days are considered
nonpaid Holidays.
a. Employees with time on the books riil use accrued leave;
b. Employees with no accrued leave and who wish to work during this period
may de se as the City will maintain a skeleton crew.
In agreement hereto and witness whereof, the parties have caused their signatures to b
affixed as follows on this date February 8, 2017:
City of Lynwood LET,
Alma K. Martinez,
City Manager
LEMG Side Letter Agreement - December 20, 2016
Natalia Medina,
President
Haydee M. Saint„ Salvador Mendez,
Director Human Fur 'i -President
Risk Management
Vicky Berg,
CEA Business Representative
LEMG Side Letter Agreement- December 2 , 2016
AGENDA STAFF_ REPORT
DATE: February 7, 2017
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Alma K. Martinez, City Manager
PREPARED ED Y: Dennis McLean, CPA, CDMA, Interim Finance Director
Hayd M. saV,ary
t r f Human F sur s and Fisk Mgrnt.
SUBJECT: Continuing T staffing F equest — Finance & Administration
Department
Recommendation:
Staff recommends that the City Council adopt the attached resolution entitled, "A
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD AUTHORIZING
IZING
THE MAYOR TO EXECUTE MEMORANDUM OF UNDERSTANDINGS TO FILL
SEVERAL AL KEY POSITIONS 1N THE FINANCE DEPARTMENT ON AN INTERIM BASIS
THROUGH APRIL 2017 WITH THE OPTION OF EXTENDNG THE M 'S AN
ADDITIONAL SIXTY DAD'S IF THE POSITIONS HAVE NOT FILLED OR OTHER
ASSIGNMENTS WARRANT COTINUED SERVICES. 13
Background:
The recruitment process for replacement of the City's Finance Director and Finance
Manager have begun. The following vacant positions in the Finance & Administration
Department continue to exist:
Finance Director
Finance Manager (recent retirement)
Revenue and Billing Supervisor (recent retirement)
(2) Accounting Technicians (one recent retirement)
Payroll Coordinator
The Interim Finance Director has recruited and secured the following professionals t
serge as independent contractors temporarily during this period of abrupt retirements and
vacancies:
Jim Walker: retired former municipal Finance Director;
Laurie Mars h r, CPA: self-employed CPA with 20+ years of governmental
accounting and auditing experience;
Dennis Miura: retired former municipal Finance Director; AGENDA
Deborah Rustman: retired former municipal rollspecialist; & ITEM
p
Germaine Fischer: governmental accounting technician.
The City Council previously approved the attached Memorandum of Understanding letters
for the Interim Finance Director, Walker, M rs h r and Miura on November 11 2016 with
term that pir d January 31, 2017. The Council subsequently approved Memorandum
f Understanding letters for Rustman and Fisher on December 20, 2016. Staff
recommends the extension of the MOUs for the Interim Finance Director, Walker and
ll airs her through April 30, 2617, with the option of extending the OU's an additional
sixty days, if the positions have not been filled or other assignments warrant continued
services.
The team of accounting professionals work part -tire, ranging between 20- hours per
geek. Their focus has been as follows:
Jim Walker: day-to-day operations manager, identifying and managing tasks that fell
between the cracks, fell behind or have not been considered for months. Walker has also
been instrumental in wring with department staff in developing accounting procedures
and reconciliation processes that did not previously exist.
Laurie Marcher, DPA: 11arsher has single-handed performed the F16 closing of the
books, facilitating the FY 16 independent audit performed by The Pun Group, CPAs,
preparing the FYI 6 Comprehensive Annual Financial Report, facilitating the preparation
of the F16 State Controllers Report, assisting staff and the City's advisor with the
preparation of the F 16 ROPS for the Successor Agency. IIs. Marrs her was
instrumental in bringing the unrecorded liability to the County to the attention of the Interim
Director, City Attorney and City Manager.
Dennis Miura: When the Interim Finance Director began in lama October, is was
discovered that payroll and benefit costs had not been recorded in the City's general
ledger for the entire F 1 . As such, the FYI 7 Il id -P air Budget Report could not have
been prepared. [Miura performed a time consuming task of assessing and preparing the
journal entries for the allocation of payroll and benefit costs of all employees to their
respective fund and/or departments. This tack was completed on schedule before the
end of January 2017.
Deborah F u tman: Under the leadership of Rochelle Johnson, Accounting & Auditing
Supervisor F ustrnarn and Johnson have worked towards multiple self-inflicted
configuration errors during the implementation of the ADP payroll system. The ADP
transition appears fully implemented and nearly error -free as of the end of January 2017.
utman continues to perforin day-to-day payroll processing duties during the vacancy
of the Payroll Specialist. The IIID previously approved by the City Council terminates
at the end of June 2617, unless the Payroll Specialist position is filled beforehand.
Germaine Fisher: Fisher has stepped in to support the cashiering role and other
responsibilities resulting from the retirement of a Revenue Accounting Technician. The
MOU previously approved by the City Council terminates at the end of June 2017, unless
the Accounting Technician position is filled beforehand.
Again, these temporary positions fulfill day-to-day operations until the vacant positions
are filled and a smooth transition occurs.
K
Section -3.13 of the Lynwood Municipal Cade authorizes the City Council to dispense
with formal bidding requirements by 4/5ths vote, wh n the services may be acquired more
economically and efficiently through the use of an alternate procedure.
Fiscal Impact:
The FY 17 bud et for the Finarn ce & Administration depa rtme nt is sufficient to arbs rb the
cost of the independent contractors serving as accounting professionals during these
vacancies. Based upon on an average of 30 hours per week, an estimate of the monthly
cost offilling the vacancies with temporary accounting professionals follows -
Hourly
lbs:
Accounting Professional
Hourly
rate
Monthly
Total
..........
Dennis McLean �
1, $ � 85
$ 11,050
$ 8,450
Jim Walker
� $ 65
Laurie Marscher
$ 65
$ 81450
Dennis Miura
$ 65
$ 8,450
Deborah Rustman$
35
$ 4 550
... . ...... . . ...... . .............. . ................. . .. .
Germaine fisher (40 hours weekly)
' $ 30
$ 53200
� $46,150
Coordinated With:
City Manager's is Office
City Attorney
Finance
Attachments:
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD AUTHORIZING
THE MAYOR TO EXECUTE MEMORANDUM OF UNDERSTANDINGS TO FILL
SEVERAL KEY POSITIONS IN THE FINANCE DEPARTMENT ON AN INTERIM BASIS
THROUGH APRIL 2017 WITH THE OPTION OF EXTENDNG THE MOU'S AN
ADDITIONAL SIXTY (60) DAYS IF THE POSITIONS HAVE NOT FILLED OR OTHER
ASSIGNMENTS WARRANT CONTINUED SERVICES
RESOLUTION N .
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
AUTHORIZING THE MAYOR TO EXECUTE MEMORANDUM OF UNDERSTANDINGS
TO FILL SEVERAL KEY POSITIONS IN THE FINANCE DEPARTMENT ON AN
INTERIM BASIS THROUGH APRIL 2017 WITH THE OPTION OF EXTENDNG THE
MOU'S AN ADDITIONAL SIXTY (60) DAYS IF THE POSITIONS HAVE NOT FILLED
OR OTHER ASSIGNMENTS WARRANT CONTINUED SERVICES
WHEREAS, the Finance Department has the following positions that are currently
vacant for various reasons: Finance Director; Finance Manager (recent retirement);
Revenue and Billing Supervisor (recent retirement); Accounting Technicians {one
recent retirement); and Payroll Coordinator and
WHEREAS, the positions are essential to the operation of the Finance
Department. The positions will ensure the continuity of the operation as it pertains t the
budget, payroll and accounting and auditing and billing and collections functions,
including the current audit and ensure the efficient operation of all Divisions; and
WHEREAS, the position are not filled for various r ars ns and it is uncertain
when they will be fully staffed; and
WHEREAS, filling the position through the City's recruitment process requires time
to fill the position that is currently vacant due to a retirement therefore, temporary staffing
is needed; and
WHEREAS, EAS, Section -3.13 of the Lynwood Municipal Cede authorizes the City
Council to dispense with fermaI bidding requirements by the vote, when the services
may be acquired more economically and efficiently through the use of an alternate
p roved u re.
NOW, THEREFORE, F E, THE CITY COUNCIL OF THE CITY OF LYNWOOD DOES
}HEREBY FIND, ORDER, AND RESOLVE AS FOLLOWS:
Section 1. That the City Council authorizes the Mayor to direct the City Manager
to engage in seeking professional services of ar qualified candidates to provide services
on an interim basis for several Finance related positions until the City can complete
re ruitm nt , and approve Memorandum of Understanding letters the estimated
monthly cost of filling the vacancies is about $46,150 for temporary staffing as set forth
below on an interim basis through April 2017, approved as to form by the City Attorney.
11
Accounting Professional
Hourly
i rate
Monthly
Total
Dennis McLean$
---- -
85
$11050
- . ..... -
Jim Walker
$ 65
$ 83450
Laurie Marscher
$ 65
$ 81450
Dennis Miura
$ 65
$ 81450
Deborah Rustman
$ 35
$ 41550
Germaine Fisher (40 hours weekly$
_
30
$ 53200
j
$ 46,150
Section 2. This resolution shall become effective immediately upon its adoption.
PASSED, APPROVED AND ADOPTED this dart' of 12017.
ATTEST:
Maria Quinonez
City Clerk
APPROVED AS TO FORM:
David A. Garcia
Liter Attorney
Macri T. Santili n -Beal, Mayor
Alma K. Martinez
City Manager
r
February 8, 2017
Dennis Miura
x301 SIV Porter Ave
Fullerton, CA 92833
Interim Accounting Professional
Dear Mr. Miura.-
Thank
iura;
Thant you for agreeing to assist the City of Lynwood. Mr. McLean has discuss your
availability and qualifications to serve as an interim accounting professional for the
City Of Lynwood. I am delighted to hear that you are available and interested in the
position under the terms described below.
1. The position fulfills a temporary accounting need while the city conducts a
search and hires a full time individual. This position interacts directly with the
Interim Finance Director and other members of the Finance department. You
agree to provide the services duties as may be assigned by the Interim Finance
Director, ordesignee, inaccordance withth standards customarily applicable
t0 an experienced and competent professional rendering the same or similar
services. You agree that you cannot subcontractanyas ciates or consultants
to perform any of the services requested by this engagement letter.
. The position requires, and you have agreed, an engagement period through
April 30, 2017. The period of engagement may be extended based on the
commencement date Of a full time individual by the city. You have confirmed
you are available through April 30, 2017. Nonetheless, the City has the right
to end your services at any time, for any reason, but will reasonably endeavor
to provide you with seven days' notice should the City terminate your service
to the City at any point. The City will be responsible for the payment Of fees
and costs accrued but not yet paid for all services you provide t0 the City.
3. Your status will be as a non -FURS contractor for a maximum of 30 hours per
week. Should performance Of the assumed duties require a substantial
amount of time beyond the weekly 30 hours, additional time must be
approved by the City Manager ahead of time, but only an amount reasonably
necessary to complete the project and only an amount within the approved
budget for this interim position.
4. Compensation will be set at per hour, plus necessary expenses as may be
approved by the City Manager upon your request.
S. Commencement of extension date is February 1, 2017.
. You shall serve solely in the capacity of ars independent contractor
(`contractor') to the City, and the City has no duty, obligation, or responsibility
to you under the Affordable Care Act. You agree to defend, indemnify, and hold
the City harmless for any and all taxes, claims, and penalties against the City
related to Consultant's obligations under the Affordable Care Act.
7. This confirms that the City has explained any employment benefits available
to you, as defined in established policies applicable to non -PERS employees.
. City will defend and indemnify Contractor, and will bold and sage Contractor
harmless from any and all claims, liabilities, legal costs of defense, suits,
arbitration proceedings, losses or costs of any kind, whether, actual, alleged,
or threatened, that may be asserted or claims by any person, firm or entity
arising out of or in connection with the work, operations or activities of
Contractor within the course and scope of his employment hereunder.
Nothing contained herein shall require City to indemnify Contractor for
liability arising from its sole negligence.
. You agree to retain and maintain all of your time records, accounting records
and vouchers and all other records with respect to the all matters concerning
the services you perform for the City, compensation paid and expenses
reimbursed, for a period of at least not less than fire (5) years following
termination of the Agreement.
10. You agree that you have no conflict in providing the services requested by the
City, and that you will comply with all applicable conflict of interest rules and
procedures which apply to you by signing this engagement letter.
I trust the above capture the terms we have discussed. If you are in agreement, please
sign in the space provided below for your signature. If any corrections are required,
please let me know as soon as possible as I would like to present the final draft of this
engagement letter to the City Attorney for his review. Once again, thanks for your
interest and willingness to undertake this engagement on such a short notice.
Very truly yours,
Alma K. Martine
City Manager
I agree to the above terms.
Dennis Miura
Maria Santillan-Seas, Mayor Date
APPROVED AS TO FORM:
David A. Garcia, CityAttrny Date
OU I-
��) AGENDA STAFF REPORT
DATE: February 7, 201
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Alma K. Martinez, , City Manager( r
David A. Garda, City Attorney
PREPARED BY: Daryl A. B tan ur: Executive Assistant
SUBJECT: Approval and Ratification f Fogel i Settlement Agreement
Recommendation:
Staff recommends that the City Council ratify and approve the Fogel i Settlement
Agreement gel, et al. v. State of California Department of Finance, et el.
Sacramento Superior Court, Case No. 34-2014-80001977).
Background:
The Fogel I action sterns from certain enforceable obligations related to the Lover
and Moderate Income Housing Asset fund, which was created pursuant to Health
and Safety Coda section 34176, subdivision d. The petitioners in Fogl
alleged that the FDA had, for many years, failed t: 1 ensure that a certain
number of [low and moderate income] housing units were r constructed within the
community, and were in fact occupied by families with low or moderate incomes,
as required by Health and Safety Coda section 33413, subdivision (b); 2
construct sufficient replacement units when dwelling units occupied by lour and
moderate income households were destroyed, a required by Health and Safety
Code section 33413, subdivision (a), and provide priority in occupancy of such
units to those displaced; 3 deposit into the Lour and Moderate rate income Housing
Fund LMIHF the full 20 f tax increment that was required and which was
captured from the designated Redevelopment Arae within the City; and (4)
pend L 1HF funds on low and moderate income housing as required by Health
and Safety Code sections 33334.2 et. seq.
AGENDA
ITEM
Petitioners filed action
Parties entered into the Fogel 1 Settlement
lel Petitioners secured lgel 1 Judgement
Los Angeles Superior Court issued order requiring the Successor
Agency to pay the 1ogel I petitioners certain legal fees
Finance 'issued a letter determining that ertai.n:, Fogel 1 PS it'ms
were not enforceable obligations
At the regular City Council meeting held on December 6, 2016, the City Council
provided direction to staff to move forward with a potential resolution to the Fogel
case. At the January 1, 2017 special meeting of the Lynwood Successor
Agency, the City Council as Successor to the Lynwood Redevelopment Agency,
by a vote of 6-0, provided settlement direction to the attorneys handling the
ogel case.
Discussion & Analysis:
The litigation resolved by this Agreement relates to the wind down of the
Redevelopment Agency pursuant to the Dissolution Law and it is entered into by
the following parties: 1 petitioners Esperanza Rogel, Jaime Torres, and
Gerardo Espinoza, as individuals and as taxpayers; 2 the California Department
of Finance; 3 Michael Cohen, in his official capacity as California State Director
of Finance; John Naimo, in his official capacity as the Auditor -Controller of the
County of Los Angeles; 5 the City of Lynwood, in its capacity as successor
Agency to the Lynwood Redevelopment Agency; 6 the Lynwood Housing
Authority in its capacity as Housing Successor to the Lynwood redevelopment
Agency; and the oversight Board to the Successor Agency to the Dissolved
Lynwood Redevelopment Agency.
The stipulated Settlement Agreement creates certain obligations on the part of
the parties in interest including: that payments of the Fogel 1 obligations be made
over a period of time; that there will be a timeframe of 30 -days from the effective
day of the Agreement for certain sequestered amounts to be deposited with the
Housing successor and that the Housing successor shall account for the
expenditure of all funds deposited into the Fogel 1 Fund, among other things.
Fiscal Impact:
Because the City of Lynwood, in its capacity as successor Agency to the
Lynwood Redevelopment Agency, and the Lynwood Housing Authority, in its
capacity as Housing successor to the Lynwood Redevelopment Agency, were
named as parties in interest, there will be a significant fiscal impact as the FOPS
14-15A items #20, #21 and #22 were deemed to be enforceable obligations of
the successor Agency. The fiscal impact would result in the potential expenditure
of to create low and moderate income housing opportunities
to satisfy the conditions that are part of the Settlement Agr meat or setting
aside considerable funds in excess of to comply with the settlement
Agreement.
CoordinatedWith:
City Attorney's office
CityManager's office
Attachments:
Resolution
- Finan Draft of Settlement Agreement
- R Ps 14-15A
3
CITY COUNCIL RESOLUTION 1 . 2017.
LSA RESOLUTION NO. 2017.
LHA RESOLUTION NO. 2017.
RESOLUTION OF THE CITY COUNCIL, THE CITY COUNCIL AS SUCCESSOR T
THE LYNWOOD REDEVELOPMENT AGENCY AND THE LYNWOOD HOUSING
AUTHORITY CONSENTING TO AND APPROVING THE ROGUEL I SETTLEMENT
AGREEMENT IN A FORM APPROVED BY THE CITY ATTORNEY
WHEREAS, the litigartien resolved by this Agreement relates to the wind down of
the Redevelopment Agency pursuant to the Dissolution LV; and
WHEREAS, EAS, this Settlement Agreement is entered into by the following parties:
(1) petitioners E per n a Kegel, Jaime Torres, and Gerardo Espinoza, s individuals
and as taxpayers; 2 the California Department of Finance; 3 Michael Cohen, in his
official capacity ars California State Director of Finance; John Nairno, in his official
capacity ars the Auditor -Controller of the County of Los Angeles; 5 the City of
Lynwood, in its capacity as Successor Agency to the Lynwood Redevelopment Agency;
(6) the Lynwood Housing Authority in its capacity as Housing Successor to the Lynwood
Redevelopment Agency; and the Oversight Board to the Successor Agency to the
Dissolved Lynwood Redevelopment Agency; and
WHEREAS, EAS, the stipulated Settlement Agreement creates certain obligations on
the part of the panties in interest including: that payments of the Rogel x obligations be
made over a period of time; that there will be a timeframe of 30 -days from the effective
day of the Agreement for certain sequestered amounts to be deposited with the Housing
Successor and that the Housing Successor shall account for the expenditure of all funds
deposited into the Flegel i Fund, among other things.
WHEREAS, E S, the parties in interest desire to dispose of this matter in a manner
that is of mutual benefit to all parties; and
WHEREAS, EAS, this Settlement Agreement is contingent upon there being no
material change to the Rogel I Judgement.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LYNWOOD, THE
CITY COUNCIL AS SUCCESSOR TO THE LYNWOOD REDEVELOPMENT PMENT AGENCY
AND THE LYNWOOD HOUSING AUTHORITY DO HEREBY Y ES L E, DECLARE,
DETERMINE AND ORDER AS FOLLOWS:
Section 1. That the City Council, Successor Agency and the Lynwood Housing
Authority authorize the Mayor/Chair to execute the Settlement approved as to form by
the City Attorney.
Section 2. That this Resolution shall take effect immediately upon its adoption.
Section 3. The City Clerk/Authority Secretary shall certify as the adoption of this
City Council/Successor Agency/Lynwood Housing Authority Resolution.
PASSED, APPROVED and ADOPTED on this 7thday of February, 2017.
ATTEST:
Maria Quin'onez,
City Clerk/Authority Secretary
APPROVED AS To FORM:
David A. Garcia,
City Attorney/Agency Counsel
2
Maria Teresa Santillan-B as,
Mayor/Chair
APPROVED AS TO CONTENT:
Alma K. Martinez,
City Manager/Executive Diraotor
STATE OF CALIFORNIA
)SS'
COUNTY OF LOS ANGELES )
1, Maria Qui6onez, the undersigned, City Clerk of the City of Lynwood/Secretary
to the Successor Agency/Secretary to the Lynwood Housing Authority do hereby certify
that the foregoing Plum was parsed and adopted by the City Council/Successor
Agency/Lynwood Housing Authority at a regular meeting held on the 7th day of
February, 2017.
AES;
NOES:
ABSENT:
ABSTAIN:
Marian Quin n ,
City Clerk/Authority Secretary
STATE OF CALIFORNIA )
)SS.
COUNTY OF LOS ANGELES )
I, Maria Quinwonez, the undersigned, City Clerk of the City of Lynwood/Secretary
to the Successor- Agency/Secretary to the Lynwood Housing ing Authority, do hereby certify
that the above foregoing is a full, true and correct copy of Resolution No. 2017.1
LSA Resolution 1 . 2017, and LHA Resolution No. 201 an fila in my office
and that said Resolution was adopted on the date and by the vote therein started. Darted
this 7th day of February, 2017.
Maria Quin'onez,
City Clerk/Secretary
3
SETT-LEMlF 1 A
oge7, el a7. v. State of"alif rnia Department ofFinance, et a L
Sacramento Superior Court, Case No. 34-2014-80001977
PARTfiF
This Settlement Agreement "A recment" is entered into by the following parties: 1
petitioners Esperan a Rogel, Jaime Torres, and Gerardo Espinoza, as individuals and a
taxpayers ("Petitioners"); the California Department of Finance ("Finance"); Michael
Cohen, in his official capacity as California Mate Director of Finance ("Direetor of Finance");
(4) John I alm , in his official capacity as the Auditor -Controller of the County of Los Angeles
("Auditor -Controller"); the City of Lynwood, in its capacity as Successor Agency to the
Lynwood Redevelopment Agency "Successor Agency"); 6 the Lynwood Housing Authority,
in its capacity as Housing Successor to the Lynwood Redevelopment Agency ('*'Housing
Successor"); and 7 the Oversight Board to the Successor Agency to the Dissolved Lynwood
Redevelopment Agency "oversight Board") (collectively, the "Parties" with regard to Rogel,
et a7. v. State of Cal o) -n x Departinent o ` roan e, et al., Sacramento Superior Court Case No.
34-2014- 0001977.
RV ITA LS
A. In addition to the terms defined above in the identification of the parties, the Agreement
uses the following defined terms:
1. "SB 107" is Senate Bill 107 of the 2015-16 Regular Session of the California
Legislature.
. "AB 1484" is Assembly Bill 1484 of the 2011-12. Regular Session of the
California Legislature,
3. l- 6" is Assembly Bill 26 of the 2011-12 First Extraordinary Session of the
California Legislature.
. The "Action" is Rogel, et a7. v. State of California Departinent ofFinance, et at,
Sacramento Superior Court Case No. 34-2014-80001977.
. "Construct[ d]" refers to building and/or substantially rehabilitating a unit of real
property.
6. The "Dissolution Law" encompasses the statutes enacted by ABx 1-26, as amended
by AB 1484, as further amended by the California Legislature as of the date of t the filing of
the Action, and as amended by SB 107, contained in division 24, parts 1.8 and 1.85, of the
Health and Safety Code.
. The "Effective bate" is the date on which the last counterpart executes this
Agreement.
An "Enforceable Obligation" is an obligation that 1s deemed to fall within the
meaning of the term "Enforceable obligation" as that term is described in Health and
Safety Code section 34171, subdivision (d).
. The " gel I RO PS 14-1 5A Items" consist of the follow ing items
(collectively, and/or, as appropriate, individually):
a. "Item 20" is item 20 as listed on R PS 14-15A (term defined below).
b. "Item 21"is item 21 as listed on ROPS 14-15A.
C. "Item 22" is item 22 as listed on RPS 14-15A.
10. "LMIHAF" is the Low and Moderate Income Housing Asset Fund created
pursuant to Health and Safety Code section 34176, subdivision d.
11. "LMIHF" is the Lover and Moderate Income Housing Fund described in Health
and Safety Code section 33334.3.
12. The "LMIHF Debt" is the amount that was ultimately determined in Roge7 I (term
defined below) as having been owed to the RDA's (term defined below) LMTHF, prior to
the RDA's dissolution, to account for the shortfall in funds that resulted from: 1 the
RDA's failure to deposit 0% of tax increment received(with interest) between 1994-1995
and the date on which the judgment issued in Rogel L; and 2 prior use of RDA's LMIHF
funds in a manner that was not compliant with redevelopment lags governing the use o
those funds.
13. The "Pre -Contract Reserve Cap" is $17 million.
14. "RDA" is the Lynwood Redevelopment Agency.
15. "RPTTF" is the Redevelopment Property Tax Trust Fund established pursuant to
Health and Safety Code section 34170.5, subdivision (b).
16. The " gel I Action" or " gel T" is Rogel, of a 1. v. Re evelopinen t Agen cy of tyre
City of Lynwood, et al., ars action brought by Petitioners and others against the RDA in the
Los Angeles Superior Court (Los Angeles Superior Court Case No. B 510.92.
17. The "Rogel I Attorneys' Fees order" is a March 17, 2014 order entered by the Los
Angeles Superior Court in the Fogel I Action.
18. The "Rogel I Defendants" are the RDA, the Successor Agency, and the Housing
Successor.
19. The "Rogel I Fund" is the fund within the Successor Agency's Ll r1I AF that will be
used to pay for the construction ofthe Fogel I Unit ('term defined below), as further
described in Agreement Term 1 c.
20. The "Rogel I "logeJudgment" is the judgment catered in Rogel I on April 23, 20 13,
against the Rogel I Defendants,
-2-
21. The various obligations en oinpassed in the ternm "Rogel I Obligations" include:
a. The "Rogel I Attorneys' Fees Obligation," i.e., the amount that the
Successor Agency is required to pay to cover the Fogel I petitioners' attorneys'
fees according to the terms ofthe Rogel I Attorneys" Fees Order, as further
described in recital E ofthis r meat and listed as item 22 on FLOPS 14-15A.
b. The "Fogel I LMIHA F Payment Obligation," i.e., the amount that the
Fogel I Defendants are required to deposit into the LI IIHAF pursuant to the
Fogel IJudgment, as further described in recital E of this Agreement and
listed as item?. on lP S 14-15A.
c. The construction o f"Fogel I Units," i. e., the 6 6 rerna ining new housing
units that the Fogel I Judgment requires the Rogel I Defendants to construct t
satisfy the terms of that judgment, as further described in recital E ofthis
Agreement and listed as item 20 on ROP S 14-15A.
22. The "gel I Settlement" is the settlement agreement entered in 2009 by the
parties to Rogel L
23. A "ROPS" is a Recognized Obligations Payment Schedule as described in Health
and Safety Code section 34177, subdivision.
2. "FOPS 14-15A" is the ROP S submitted for the time period covering July 1, 2014
through December 31, 2014.
25. "BOPS 15-16A" is the ROPS submitted for the time period covering July 1, 201
through December 31,, 2015.
26. "FOPS 15-16B" is the 1PS submitted for the time period covering January 1,
2016 through June 3, 2016.
27. The "Specialist's Report" is the report prepared by the redevelopment specialist
hired by the RDA pursuant to the tarns of the Fogel I Settlement, ent, as further described in
recital D of this Agreement.
B. The litigation resolved by this Agreement relates to the wird down of the RDA pursuant
to the Dissolution Law.
C. In 2006, before the Dissolution Law was enacted, Petitioners and others brought the
Rogel I Action. The petitioners in Fogel I alleged that the RDA had, for marry years, failed to:
(1) ensure that a certain number of housing units constructed within the community were made
affordable to, and were in fact occupied by, families with low or moderate incomes, as required
by Health and Safety Code section 33413, subdivision b; 2 construct sufficient replacement
units when dwelling units occupied by low and moderate income households were destroyed, as
required by Health and Safety Code section 33413, subdivision a, and provide priority in
occupancy of such units to those displaced; 3 deposit into its LMIHF the fall 20% of tax
increment that was required; and expend LMIHF funds on low and moderate income
dousing, as required by Health and Safety Code section 33334.2, et seq.
- 3 -
D. In 2009, before ore the Dissolution Law was enacted, the parties in Rogel I entered into the
Rogel I Settlement, which was incorporated into a stipulated order issued by the Los Angeles
Superior Court. Under the terms of the Rogel I Settlement, the RDA undertook the following
obligations:
• Construct a specific minimum number of units for use by low and moderate income
residents;
• Deposit fands in the RDA's LMIHF that were ultimately determined in the Rogel
Action as being owed to satisfy the LMIHF Debt; and
0 Hire a redevelopment specialist to prepare a Specialist's Report providing an opinion
quantifying the first two points i.e., calculating the RDA's outstanding housing
obligations, and the LMIHF Debt), which would serve as a basis for entering a final
judgment.
The Rogel Settlement anticipated that following the preparation of the Specialist's Report, the
Rogel I parties would meet and confer regarding the specialist's findings o fthe Specialist's
Report, and at that time would either eater into a stipulated judgment or submit their comments
and objections regarding the Specialist's Report to the court, which would thea enter a judgment.
E. In 2013, after the Dissolution Law was enacted and following the preparation of the
Specialist's Report, the Rogel I petitioners secured the Rogel I Judgment against the Rogel
Defendants. without specifying which Fogel I defendant is responsible for performing which
act, the Rogel I Judgment imposes the following obligations on the Rogel Defendants:
9 Construct a total of 200 lou to moderate income Dousing units—due to credit provided
for 134 units, the total number ofunits left to construct is Units"); and
• Deposit $3,282,850.00, plus accrued interest at a rate of 2.533% per year beginning on
July 1, 2009, and continuing until all amounts owing have been paid, into the LMII-IAF
("Rogel I LM1HAF Payment Obligation" .
Following the entry of the Rogel I Judgment, in March 2014, the Los Angeles Superior Court
also issued an order that required the Successor Agency to pay the Rogel I petitioners' attorneys'
fees in the amount o 2, 0 00) 0 oo, plus interest at the rate of 3.5% per year ("Rogel I Attorneys'
Fees Obligation".
F. Following the entry of the Rogell Judgment, and as required b the Dissolution Law, the
Successor Agency prepared a R PS 14-15A. Among the items listed on R PS 14-15A were the
Rogel I R P 14-15A Items, which arose from the Riggel I obligations:
Item 20 listed a total outstanding cost obligation of $13,000,000 to construct the Rogel I
Units, with $200,000 in reserves and $200,000 from RPTTF ($400,000) being sought in
the RPS 14-15A cycle;
Item 21 listed a total outstanding obligation due to the LMIH F of $3,282,850 to satisfy
the Rogel I Payment obligation, with $277,920 to be paid from reserves and another
$100,000 to be paid from RPTTF, during the R P 14-15A cycle; and
Item 22 listed a total outstanding obligation of$2,000,000 to cover attorneys' fees ars
costs for the Rogel I petitioners, and sought $83,333 in RPTTF for payment on this item
during the RP 14-15A cycle,
G. On May 16, 2014, Finance issued a letter which included, among other things, a final
determination that the oge7 I ROPS Items, constituting an approximate total outstanding
obligation of 18,282,850, with $383,333 of requested RPTTF and $477,920 in proposed
expenditure of reserves for disbursement during the ROPS 14-15A cycle, were not Enforceable
Obligations.
H. In response, Petitioners filed this Action. Petitioners named Finance, Michael Cohen in
his official capacity as California State Director of Finance, and John I aimo in his official
capacity as the Auditor -Controller as Defendants and Respondents to the Action. The Successor
Agency, the Housing Successor, and the Oversight Beard were also named as real Parties in
interest.
1. without admission of fault or wrongdoing, the Parties have agreed to completely resolve
any and all disputes between the Parties pertaining to, or in any way relating to, the
aforementioned Action by entering into this Agreement.
AGRF,F�M�F12T TERMS
Accordingly, in consideration of the mutual promises contained herein, the Parties hereby
agree as follows:
1. Principal Tenns- The Parties agree to the following resolution of the litigation:
(a) Finance hereby determines that Items 20, 2 1, and 22 are Enforceable Obligations
of the Successor Agency. As described herein, Finance and the oversight Board will approve,
and the County Auditor -Controller shall not object to, future RPS items for allocation of
funding consistent with that determination and subject to Health and Safety Code section 34177
subdivision 0, paragraph (1). Parties recognize that due to the limited RPTTF available to the
Successor Agency, payment on the R g l I obligations will occur over a period of time until the
ogel I Obligations are satisfied in full. The parties also agree that the Rogel I Units may be
constructed at any time; however, this Agreement does not diminish or limit the time obligations
of the Rogel I ,Judgment.
(b) The County Auditor -Controller shall, within 30 days from the Effective Date o
this Agreement release to the Successor Agency amounts for disputed items listed on ROPS 15-
16A hereto sequestered pursuant to the Court's Order dated larch 3, 2015, and amounts for
disputed items listed on RPS 15-16B hereto sequestered pursuant to the Court's Order dated
October 13, 2015. The Successor Agency shall deposit sequestered amounts for items 20, 21, and
22 on RPS 15-16A and ROPS 15-16B with the Housing Successor to be maintained by the
Horsing Successor in the manner outlined in Paragraph 1 c, below.
(c) The Housing Successor shall maintain sequestered funds released by the County
Auditor -Controller pursuant to Paragraph 1 b above, including amounts for items 20, 21, and
22 listed on RP 15-16A and RPS 15-16B, and all funds that are received for future ROPS
in order to satisfy the Fogel I LMIHAF Payment Obligation and/or pay for the construction o
the Rogel I Units within a separate account to be created in its existing LMIHAF: the "Rogel I
Fund." The Successor Agency shall pay amounts received for future RPS to satisfy the Fogel
Attorneys' Fees Obligation to Petitioners' counsel in the manner set forth in the Rogel I
Attorneys' Fee order (described in Paragraph E of the Recitals above). All RPTTF funds held in
the Rogel I Fuad that were previously sequestered, as described in Paragraph 1 b above, or
--
were received for the Rogel LMIHAF Payment Obligation and or the obligation to construct
the Rogel I Units listed on the R PS shall be used for the purpose ofsatisfying the enforceable
obligation of developing the Rogel I Units, consistent with Health & S afety Code section
34176. 1, subdivision a.
(d) Future ROPS shall reflect that the Rogel I LMIHAF Payment Obligation has been
reduced by an amount equal to the sum of sequestered funds released by the County Auditor -
Controller and deposited into the Rogel I Fund as pursuant to Paragraphs 1 {b} and I (c) above.
(e) The Housing Successor shall deposit into the R ogel I Fund all funds received to
satisfy the Rogel I LMIHAF Payment Obligation, before seeking additional funding from the
Successor Agency for the Rogel I Units. Once the Housing Successor has deposited arta the
Rogel I Fund an amount equal to the Rogel I LMIHAF Payment Obligation for the construction
of the Rogel I Units, the duty to provide the additional funds necessary to build the Rogel
Units shall be treated as an Enforceable Obligation of the Successor Agency.
(f) The Parties recognize that the development ofmultifamily housing a r require
the accumulation of a reserve of f=unds in order to leverage housing subsidies that require
expenditure of funds in a limited period oftime. In light of this practical consideration, Finance
shall approve R PS items that request RPTTF amounts to pay for the c nstnrction of the Rogel
I Units, subject to Health and Safety Code section 34177 subdivision , paragraph (1), up to an
amount of the Pre -Contract Reserve Cap over the life of the obligation, without requiring the
Successor Agency or the Housing Successor to produce a contract that demonstrates that these
funds are going to be expended on a specific project. If other sources of funds are used to
satisfy the Rogel LMIHAF Payment and Emit Obligations, the Pre -Contract Reserve Cap shall
be reduced by an amount equal to the amount of finds from other sources that are used.
(1) If an amount beyond the Pre -Contract Reserve Cap is required to fund the
construction o the Rogel I Units, thea the Successor Agency may at any time, within the
limitation set forth in 1 f above, seek funding for the full amount to construct the Rogel I
Units from the RPTTF, through the RPS process.
(2) Finance shall also approve amounts above the Pre -Contract Reserve Cap
through the RAPS process for the construction of the Rogel Units, provided that the cost of
construction is demonstrated by a construction contract, or other appropriate documentation
submitted for Finance's review.
(g) Upon identifying a housing development project that proposes to construct Rogel
I Units utilizing funds deposited into the Rogel I Fund, the Housing Successor shall provide
notice to Finance and Petitioners. The Housing Successor shall provide notice to Finance and
Petitioners no later than 30 days in advance of making the first payment for any housing project
utilizing funds in the Rogel I Fund.
(h) The Housing Successor shall carefully account for the expenditure ofall funds
deposited into the Rogel Fund. The Housing Successor shall maintain copies o f the document
needed to support their accounting e.g., without limitation and by way of illustration, contracts,
cork orders, bills, cancelled checks, evidence of wire transfers as payment, ent, ban account
statements, etc.), and, if Finance or the Auditor -Controller requests verification that the funds
deposited into the Rogel I Fuad in satisfaction of the Rogel LMIHAF Payment obligation are
being used to construct the Rogel I Units, the Housing Successor shall provide an explanation o
expenditures and supporting documentation within 10 business days of receipt of a written
request. In the event that Finance or the Auditor -Controller makes a written request to the
Housing Successor pursuant to this paragraph, the requesting Party shall also serge a copy of its
request on Petitioners. The Housing Successor shall likewise serge a copy of its responses to
Petitioners.
(1) The Successor Agency shall verify that any housing construction listed on FOPS
that includes low and moderate income housing is counted towards satisfaction of its obligation
to build Rogel I Units.
6) (1) In the event the Successor Agency and/or Housing Successor and/or Oversight
Board fail to comply with terms a through i of this paragraph, either Finance or the Petitioners
may require compliance with those terms by written demand followed by seeking judicial
enforcement of terns a through i of this paragraph by means of specific performance,
injunction, and/or any other remedies and relief available under applicable law without any
requirement to post a bond or any other security. The Successor Agency and Housing Successor
shall respond to any such written demand for comp Iiance within 10 days of receipt of the
demand. At the time of making the demand, Finance or Petitioners must also make a demand for
records as described in terra h.
(2) Notwithstanding any demands for compliance and records made under this
subdivision, Finance shall not refuse to approve RO PS items satisfying the Boge! I Payment
Obligation or the Rogel I Attorneys' Fees Obligation so long as the total amount expended for
prior ROPS cycles and the amount requested on the ROPS cycle that Finance is reviewing does
not exceed the amounts identified in the Doge/ I Judgment as being required to satisfy those
obligations.
(3) If, after receiving responses to its demands for compliance and records,
Finance believes that the amount of finds being requested to satisfy the Successor Agency's
obligation to fund the additional cost of constructing the Rogel I Units exceeds the reasonable
cost of constructing the remaining units, Finance or Petitioners may file a request with the
Sacramento Superior Court for a temporary restraining order to prohibit improper expenditure of
funds until such costs are justified.
(k) This Agreement is contingent on there being no material change to the Rogel I
Judgment. This Agreement (inclusive of all terms and conditions contained herein) shall not
itself be construed as materially changing the Rogel IJudgment. Parties agree that the adoption
of ars annual RDFS or a Last and Final ROPS by the Successor Agency is not a material change
to the Rogel I Judgment, in the event that amendments to the Rogel I Judgment are rewired to
conform to any revised IPS period or process. The Parties note that the Rogel I Judgment
includes timelines for completion of certain obligations, including making some of the Rogel
Units available for occupancy on or b6ore March 31, 2015, with the balance of the units due to
be made available for occupancy in April 2017, and depositing amounts in the LMIHAF no later
than August 1, 2016. Parties agree that any alteration(s) to the schedule for completion of any
obligations by the Successor Agency or the Housing Successor (including, without limitation,
the three dates referenced in this paragraph) do not constitute material change(s) to the Rogel I
Judgment.
-7-
(1) Partes agree that the terns of this Agreement resolve this Action, and that the
Sacramento Superior Court shall retain jurisdiction over this Agreement pursuant to California
Code ofCivil Procedure section 664.6. Nothing herein shall be construedto restrict the Parties
from seeping enfo re ement of the Fogel I Judgment in the Los Angeles Superior Court.
. Claims Disputed: The Agreement does not constitute, nor shall it be construed as, an
admission or concession by any ofthe Parties regarding the allegations asserted in the Action for
any purpose. This Agreement is a compromise settlement ofthe Action, and by executing this
Agreement, none of the Parties admits any wrongdoing, liability, or fault in connection with
either the Action or the allegations asserted in the Action.
. Mutual Release: The Parties specifically and mutually release and discharge each other,
including their respective officers, directors, commission members, trustees, agents, employees,
representatives, attorneys, insurers, departments, divisions, sections, successors and assigns from
all obligations, damages, costs, expenses, liens, whether known or unknown, suspected or not
suspected to exist, claimed or not claimed, disputed or undisputed, pertaining to the Action
except for any obligations set forth in this Agreement. This release also clues not extend to any
obligations, damages, costs, expenses, or liens that arise from or may separately arise in relation
to the approval or funding of the Rogel I ROPS Items in the future, or any obligations, damages,
costs, expenses or liens that arise from or may in future arise from the underlying Rge
Judgment. Each Party represents it has not assigned, transferred, or purported to assign or transfer
to any persons or entity any matter released herein.
. Successors and As ns: This Agreement shall be binding upon the Parties' respective
officers, directors, commission members, trustees, agents, employees, representatives,
departments, divisions, sections, successors and/or assigns.
5. Assumption ofKish: The Parties each represent that they fully understand that if the
facts pertaining in any way to the Action are later found to be different from the facts now
believed to be true by any Party, each of them expressly accepts and assumes the risk of such
possible differences in facts, and hereby agrees that this Agreement shall still remain effective
notwithstanding any such differences in facts. The Parties also each represent that this
Agreement was entered into under the lags current as of the Effective Date, and agree that this
Agreement shall remain effective notwithstanding any future changes in the later.
. Independent Advice of Counsel: The Parties each represent that they know and
understand the contents ofthe Agreement and that they have executed this Agreement
voluntarily. The Parties each further represent that they have had an opportunity to consult with
n attorney of their choosing and that they have been fally advised y the attorney with respect
to their rights and obligations under this Agreement and with respect to the execution of this
Agreement.
. Entire Agreement: No promise, inducement, understanding, or agreement not expressed
within this Agreement has been made by or on behalf ofthe Parties, This Agreement contains
the entire agreement between the Parties related to the Action and the subject matter contained
herein, and supersedes all prior and contemporaneous agreements, representations, and
understandings of the Parties, whether oral or written.
S. Amendments in Writing- This Agreement may not be altered, amended, modified, or
otherwise changed in any respect eccpt by a writing duly executed by all of the Parties, The
Parties agree that they will male no claim at any time or place that this Agreement has been
or -ally altered or modified or otherwise changed by oral communication ofany kind or character.
9. Construction: The Parties agree that this Agreement is to be construed and interpreted
without regard to the identity of the party drafting this Agreement,
10. Additional Acts: The Parties agree to take such actions and to execute such documents as
are necessary to carry out the terms and purposes of this Agreement.
11. Attorneys' Fees: Finance shall pay a total of $120,000 to the Petitioners' counsel for
attorneys' fees and costs. This payment shall completely and finally resolve any and all
obligations of Finance to make payment of attorneys' fees in this Action. Except as provided
here, the Parties shall bear their own attorneys' fees and costs.
12. Choice ofLave and Jurisdiction: This Agreement shall be governed by the laws of the
State of California. If any Party to this Agreement brings a lawsuit to enforce or interpret this
Agreement, the lawsuit shall be filed in the Superior Court for the County of Sacramento,
California.
13. Counterparts: This Agreement may be executed by facsimile nd in one or more
counterparts, each of which is deemed an original, and all of whichshall constitute this
Agreement.
14. Effective Date: The date on which the last counterpart of this Agreement is executed
shall be the effective date of this Agreement.
15. Authority to Execute: Each Party represents that they have the authority to enter into and
perforin the obligations necessary to provide the consideration described in this Agreement. Each
person signing this Agreement represents and warrants that they have the authority to sign on
behalf of the Party for which they sign.
16. Notice: All notice to be provided pursuant to this Agreement shall be given to:
FOR PETITIONERS AND PLAINTIFFS: l isha N. v as, Public Counsel, 610 S Ardmore
Avenue, Los Angeles, CA 90005, (213) 385-2977 ext. 178, nvyas@publiccounsel.org
FOR THE SUCCESSOR AGENCY: Royce Jones and Gustavo Laranna, Kane, Ballmer
Berkman, 515 South Figueroa St., Suite 780, Los Angeles, CA 90071-3301, (213) 617-04803
Royce@kbblaw.com, Gustavo@kbblaw.com, glamanna@usa.net
FOR THE HOUSING SUCCESSOR: Royce Jones and Gustavo Lamanna, Kane, Ballmer &.
Berkman, 515 South Figueroa St., Suite 780, Los Angeles, CA 90071-3301, (213) 617-0480,
Royce@kbblaw.corn, Gustavo@kbblaw.corn, glamanna@usa.net
FOR THE OVERSIGHT BOARD: Guillermo Fri s, Best Best & Krieger, 300 South Grand
Avenue, 25th Floor, Los Angeles, CA 90071, (213) 6guillenno.frias@bbklaw.com
law.co
FOR AUDITOR CONTROLLER- Michael S. l u nnagel, Deputy County Counsel, Government
Services ]division, Office of the Los Angeles County Counsel, 500 W. Temple St., Room 653, Las
Angeles, CA 90012, 21 974-1833, MBuennagel@counsel.lacounty.gov
FOR FINANCE: Manager, Financial & Perfonn nce Evaluator, Local Govern nment Unit,
Department of Finance, 915 L Street, Sacramento, CA 95814, 91 322-2985
FOR ]DIRECTOR OF FINANCE: Manager, Financial & Per -f nance Evaluator, Local
Government Unit, Department of Finance, 915 L Street, Sacramento, CA 95814, (916) 322-2985
This Agreement consists ofRecital Paragraphs A - I and Paragraphs 1 - 16.
- 10-
DATED: ESPERANZA ROGEL.
I
DATED: JAIME TORRES
DATED. GERARDO ESPrNOZA
DATED: DEPARTMENT ENT l FINANCE
By: Kari Kro sen
Its Chief Counsel
DATED: MICHAEL C H N, DIRECTOR OF THE
DEPARTMENT of FINANCE
By: Kari Kro seri
His Chief Counsel
-II-
DATED.
DATED:
DATED:
DATED -
COUNTY
1 E
COUNTY AUDI 1 CONTROLLER
0
Its
CITY OF LYNWOOD AS SUCCESSOR AGENCY
TO THE LYNWOOD REDEVELOPMENT
AGENCY
Its
LYNWOOD HOUSING AUTHORITY AS
HOUSfNG SUCCESSOR TO LYNWOOD
REDEVELOPMENT AGENCY
LOOM
Its
OVERSIGHT BOARD TO THE SUCCESSOR
AGENCY TO THE DISSOLVED LYNWOOD
REDEVELOPMENT AGENCY
■am
Its
-12-
Approved as to Form and Content:
PUBLIC COUNSEL
CALIFORNIA AFFORDABLE Ho usIN LAW PROJECT, OF THE PUB LIC INTEREST LAW PROJECT
GIBSON DUNN & CRUTCHER LLP
O'MELVENY & MYERS LLP
WESTERN CENTER ON LAw AND POVERTY
0
Nisha N. Vyas
Public Counsel
Attorneys for Petitioners and Plaintiffs ESPERANZA
D EL,JAIMET RRE , AND GERARDo EspIN A
Approved as to Form and Content:
XVI ER BECERRA
TTRNI,Y GENERAL OF CALIFORNIA
By:
Nancy J. Doig
Attorneys for Respondents and Defendants
CALIFORNIA NIA DEP RTMENT OF FINANCE AND
MICHAEL COHEN, DIRECTOR OF THE CALIFORNIA
DEPARTMENT OF FINANCE
Approved as to Farm and Content:
MARY C. ill C HAM
COUNTY COUNSEL
m
Michael S. Buennagel
Senior Associate County Counsel
Attorneys for Respondent and Defendant JOHN
NIAMO) IN HIS OFFICIAL CAPACITY AS THE AUDITOR -
CO NT RO LLE R
U IT I -
CNTRLLER OF THE CiJNTY OF Los ANGELES
Approved as to Form and Content:
KANE, B A LU ER & B ER K M AN
Royce Jones
Attorneys for Real Parties in Interest,
CITY of LYN1OD, IN ITS CAPACITY AS
S UCCESSOR TO THE DISS LVED LYNWOOD
REDEVELOPMENT AGENCY;
LY WOOD Ho us I NG AUTH ORITY. IN ITS CAPACITY
As HousING SUCCESSOR To THE DiSSOLVED
LYNWOOD REDEVELOPMENT AGENCY
Approved as to Form and Content:
BEST BEST & KRIE ER ILP
Im
G illen o A. Prias
ttor ey for Real Party in Interest
OV ERSI GHT BOARD TO THE SUCCESSOR
AGENCY TO THE DISSOLVED LYNWOOD
REDEVELOPMENT AGENCY
-14-
AGENDA STAFF REPORT
DATE: February 7, 2017
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Alma K. Martinez, City Manager
PREPARED BY: Haydee M. Bai ector of Human Resources & Frisk
Management
Joel Me , Admn n ure Claims Adjuster
SUBJECT: Claim for Damages by Liana Montoya Perez
Recommendation:
Staff recommends that the City Council pay the claim of IVIS. Liana Montoya Perez v. city of
Lynwood in the amount of $500.00.
Background:
On January 12, 2017, Ms. Liana Montoya Perez filed a claire for reimbursement of her collision
deductible. Ms. Montoya Perez claims property damage to her vehicle as a result of a City tree
that fell onto it on August 4, 2016. The location of the loss is 3936 Carlin Avenue in Lynwood.
Discussion & Analysis:
Liability will adhere to the City in this matter. The subject tree was grid pruned on October 11,
2012 and again on April 7, 2015. The claimant placed the city on notice by requesting that the
City remove the subject tree because she feared property damage because branches were
falling and she wished for the tree to be removed. She contacted the City on the following
dates: 6/10/2015; 8/10/2015; 8/20/2015; 9/21/2015 and 8/112016. As such the City was placed
on actual notice of the dangerous condition. The City had notice of the dangerous condition for
enough time to have protected against it.
The claimant seeks her collision deductible for $500 for damage to her 2007 Toyota Prius.
Supporting documents, which contain confidential information, have not been
included; however, their are dept in the file, and are located in the Human
Resources Department.
Fiscal Impact:
The Self Insurance Fund in the FY 17 Adopted Budget will corer this cost. The action
recommended in this report will have a fiscal impact of $500.00
Coordinated With:
Public Works Department
City Attorney
AGENDA
ITEM
I I
'
(Rtv,7 1 LIA. "BILIT
DATF. FILED
City Claim Reporting Porro . LAIM- . �.
fotdfl'Perswi r Pry rt DEPT.
{ If II I MAT R
Q]TY OF LYNWOOD At)MINWRE
113300.
I330' B .LLIS RA . 1.4.70 •S' VALLEY VJSTA DR, SUITE 230
LY.NWOOD, CA 902,62 .I IAMOND BAR OA 91765
w rnrrr ^mow f
1. CLAIMS P. EA'TH, INJURY TO PERSON, OR T 'PERSONAL PROP] 'S , IMUSTUETILED
NO UATER THAN t } M ' T r, T WTH EN
OCCUR C o�*►�o'� 1 ode', Sde; 911a),
. LAIM FO DAMAGES 's' +3 L PROP T 11ri UST .B E F1L D NOT L ATER T H AN ONE, 1
YEAR ATTER THE D I A. ( ov .bode, $dc,, 911,2)1
. READ ISI TLR.E C14AIM FORM Bt, FORE F1 I I .
' . A.'�` r PARAT, ia'%' �S,. IF N E CE9.8A A Yj T 'GIVE, V11,Arl.I'AiLrS,.
ate'of'Birth; Social ul'ity o,:
Ho -Wr of lahant;
t ; S'talfe: Code,; 3T`efo Bone ] or:
� 1
lve-.Wre; to W1i.1ch y du, d a ire nod co or comm tifti utimi-t be sent'rega.rd1P tliis claim
City: n4et Ck eta; c4r Zip6d q-
1213o
Da"te ot-AcOdant: G� _T-hn6:(A:MA�; PM
Mao of Accident: Nr
How d i d' ia, 't,r. in 1 u _ ' pc ur? ' . [im, #Ball details)
Wore Sbefiffs at ili n Ye §, 1q0 'File No. (If know0,'
What. pgriloul r :ov tx�i , . on do you c Iaim c aused the inj ury., 9r4aamage i :th ...na me of'the City
ezn P brae agsIng-thyinjgtryordamage, i#' nown; 1P ot � �,c +-i%
E r
1va tial amou ni of clalm Cftidltide -est itn ate amounto+n•prpeti i-njury or dars � �
11� ori.,
How was amount of lahn ,00rnout 0 (Be spedifle. List t r ill , Wage t6te repair a timate , t .
Please ttach tWd dsvn� 'tes,
'Expend huff§ made an aeoount- 6 .aaoident or I j Lary d4fc acid item'):
Name o F address. of witnesse s, doctors ani hospitals:
PLEASE REa THETOLLOWING CARE O ' Y
For ail ac 6dem-claims, place on Nlo ing dfa ram namIss-ofstreot , in c.Wdifig-North, Ekst, South and
West;til i m -place .f ade 1derit by `.XlIind by: sho Wi '.hou§ e n u in b e rs dr d Is tance t0 strut o om e, r ,
if UY vehicle was involved, Os'ign te- by lettev "A" loc tion Q -1 ty volii l e.when yo firsf: awJt, and by -
"'B "
"'B" I ocation, of'oUrs6l f -orr Ltr vehi el e, when youfl st saw -C ity'velilcl et..�c ti on of City ire icle at.th
fi11 .ofac dent by "A. -I" dnd.iomti on of yourself or youCV6Idle av the time of-th ,a id nt.by "R- I
►a
and the � o1nt of'hnpact by "X",
If dia r i s below d o nt..fithe Ituation, gttach a proper dxa ram.-signe d by ofah-na nt
ti
FOR 0 THER ACCIDENTS
' uia
CURD
I HAVREAD THE FOREGOING CLAIM AND. KNOW THE CONTENTS TnREO .4- AND
l T IFY, THAT THE'&A-ME IS TRUE MY OWN KNOWLEDGE EXCEPT AS TO THOSE
MATTERS WHICH ARE HERE, STATEDUPON MY INFOR #A' ION' AICD ,l L' IES`: A l
THOSE MATT R$ l BELIE IT T � - {T kM I. R�`'I��`Y- (O .
DELL .1E QNDE Pi. ALT
Orq ' V f lRY ! i~■moi Yi+ R860i V V .•' P, A l D C.�/
�i
. 5
Clairn, -. CAPA-003,1818,200 10 1 ""1
0 Page I of 1
OYAPEREZ,
LIANA MONT
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�} AGENDA STAFF REPORT
DATE: February 7, 201
TO- Honorable Mayor and Members of the City Council
APPROVED BY: Alma K. Martinez, City Manager49
PREPARED B: Haydee M. Setor of Human Resources Risk
Management,Joel ie, Admin ure Claims Adjuster
SUBJECT: Clain for Damages by Mercury Insurance a/s/o Liana Montoya
Perez
Recommendation:
Staff recommends that the City Council pay the claim of Mercury ury Insurance a s o Llana Montoya
a
Perez v. City of Lynwood in the amount of $6,131.29.
Background:
On January 24, 2017, Mercury Insurance filed a subrogation claim on behalf of their insured
Liana Montoya Perez for damages alleging property damage to their insured's vehicle as a
result of a City tree that fell onto it on August 4, 2016. The location of the loss is 3936 Carlin
Avenue in Lynwood.
Discussion & Analysis:
Liability will adhere to the City in this matter. The subject tree was grid pruned on October 11,
012 and again on April 7, 2016. The claimant placed the City on notice by requesting that the
City remove the subject tree because she feared property damage because branches were
falling and she wished for the tree to be removed. She contacted the City on the following
dates: 6/10/2015; 6/10/2016; 8/2012015; 9/21/2015 and 8/1/2016. As such the City was placed
on actual notice of the dangerous condition. The City had notice of the dangerous condition for
enough time to have protected against it.
The claimant submitted a subrogation demand for damages to a 2007 Toyota Prius in the
amount of $6,131.29.
Supporting documents, which contain confidential information, have not been
included; however, they are Capt in the file, and are located in the Human
Resources Department,
AGENDA
ITEM
26)
Fiscal Impact:
The Self Insurance Fuad in the FY 17 Adopted Budget will cover this cost. The action
recommended ire this report will have fiscal impact of $6,131.29.
Coordinated With:
Public Works Department
City Attorney
?"N
(RCV, 7/16)
FROM.
:CITY 01Fe.L,).'1qW00D
1133 0." B U Ltl S ROAD.
LYNWOOD, CA 90.62
LIABILITY
DATE. .FILE
D
.City Claim RepQrting Form '(:LAIM-NO.
Foe dl]'Per scift r Pr'gj2qrPEPT11.1
.A-DMINISTRATOR
A]DMI11$ R1
1470.5 VALLEY VISTA DR, SUITE 230
.DIAMOND BAR CA 91766-
1. C; LA IMS FO R'ISE TH, I{ JU TO PERSON, OR TO'PEI SONA L P RO PE RTV7 MUST WFILED
NO LATER THAN SIX. (6) M 0 NTHS Ar, TER7H E OCCURRENCE (GovCode, Sde, 91-1,2),
2. CLA IS FOR DAMAGES Pro REL AL PROPERTY M USTBE FILED NOT SAT THAN ONE. (1)
YEAR AFTER THIS 0 CCU RANCE (Gov, ,Coda, $cc,. 911 -Z).
3. R tA D Et NTIRE CLAIM PORIA B 8 FORE F1 N!C10
4I
4. AWACI) SEP'A R�AXBSilt ' tS,. IF' NECF',SWZY, TO -GIVE rq'ULI.,DE-J'AiL..
Name of dlahn4pt,
Date -of Birth: ScrW SedLiHty No
ljome,dddress of'qlaimpl:
_3'Yefq0e
city: State,, --
for N Zip Code -1, OL4 AMNON
Glw..dddrto rh ich ydu, d it nod eq or comintihication-to be selft regarding this Claim:
o City: yl hate; C�k' Zip cad a -,p q-12 I I
DA
D0 le of-Ac6lddnt: Thn6: CAM %'PM
Plaqe of Accident: a n A n. q_Y7n
I -low did-dair g
Ze-ar. ar-cur?'PI-ve, full d0lds)
Wo,ro SheriM at'ifie sciene? Yet4 No Ti.te No. (If known ,
NVfiat{ pgriieularac.o.r " ' do -you. claim cqused the injury. or-aam City
I A—L gmiasion of'the
ein p I oye e,causl ng I ho 1 nj Li ry or dainage, i r. known: 646\,C +-N
3
Give toial am ou ni of ctai in (nidl ude esti va ate amount of* ctive injury or damagp:
aRy-K.Wq
How was ambtfnt of claim, - ornput d?(Be spedific. Lit doctor'bill's', Wage t9te rcotfir eWm e , etc)
Ideate rtacl1 IW6 e m 111 Alta,
' p tidi#Lit� lade o,rl acc ttnt-o .a oldent or injLiry (dais acid iteiy):
Name oFaddr s- afNeitne , do ctors and hospitals
PLEASE REALTfiE FOLLOWfNG.CAREFUL' LY
For !I ac 6dem c] aiins, place on follav'ing diagram nar o -o` tre t , fii6Wdir g - ortb, East, South and
West - !ndi dt ,-place Of aft ide t bpi "W" *ash d by►`sho ftg'-h us n uj'n krs cir dIstanf o strut cornas,
f Cify vehicle was 1 nvolvpd, 4. slgnat - b letter `�A" 1 � tion f !t yr hicl -when rot Fr t: aw1t, and by -
"B"
r
"B" location, '��r t f+oryr, err hi Cie' whin r.vu Ffirs saw pity+ vehicle; focatl n off` i f vehicle at the
-ti Ili q, o-fia c qident b "A- I " cin d .l op4tion of y6urself or you rr Vdh '1cle at the V i e of -the •ao i dent: by "E_ I f,
and the -point of'impac( b "X".
oto; If d i agram s below do Il t-. F11 th f I L.Mft n, qttaCh a p roper dia r m.--si n d by alall'nlit
VCR AVTOMOBILR ACCID T
IF' 11
I H -KV READ THE FOREGOING CLAI [ AND. KNOW THE CONTI-:NTS THEREOF.- AND
S TIFY• THAT THE'9AME IS TRUE OF MY OVEN WL E EXCEPT AS TO WHOSE
MATTERS WHICH'ARE HERB STA D 'U OSI MY I F ] I1r ATIO ` D .SELL F: AND AS T
TRIOSE MATT I 1 8LIES E IT TO 8E T S . I. ERTTF'F OR DECLARES I)WER F I ALT
0 t
E P E Rj'UR Y THAT ' I'IE. F Q'R'g'G"1*0 IN G ZIE AN . I I T.
+ y#k r
+ i 4
� �Iilr'o! fCpi1,FA�1� ��y�,:J�ini
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Clawim: CAPAm,00318,182001011 01,
4 Page 1, of I
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AGENDA STAFF REPORT
DATE: February 7, 2017
T: Honorable Mayor and Members ofth City Council
Honorable Chair and Members of the Housing Authority
APPROVED BY: Alma K. Martinez, City Manag4
PREPARED ED B : Dennis McLean, Interim Finance Director
Jose E. Ometeotl, Financial Consultant, Wilidarn Financial
SUBJECT: LOAN AGREEMENT BETWEEN THE CITY OF LYNWOOD
AND THE LYNWOOD HOUSING AUTHORITY FOR THE
PURPOSE OF ACQUIRING THE ALAMEDA TRIANGLE
PROPERTY IN THE AMOUNT OF ONE MILLION TWO
HUNDRED FIFTY THOUSAND ($x,250,000)
Issue:
Consideration to authorize the City Manager- to execute a Loan Agreement
between the City of Lynwood and the Lynwood Housing Authority for the purpose
f acquiring the Alameda Triangle property to be utilized for the development of
affordable housing.
Recommendation:
Staff recommends that the City Council authorize the City Attorney and City
Manager to prepare and execute all necessary documents to fund a One million
Two Hundred Fifty Thousand Dollar 1,250,000) foam agreement between th -
City of Lynwood and the Lynwood Housing Authority
Should Council accept and authorize staff to proceed, the acquisition of the
parcel will be fully funded and the Lynwood Housing Authority can complete the
acquisition of the Alameda Triangle parcel, at State Parcel: DD 58166-01-01, at
Imperial Hwy & Fernwood Ave, City of Lynwood.
Background:
The City had previously approved the acquisition of the Alameda Triangl
property, and escrow was entered into on September 15, 2016. At the time
acquisition approval, the source of funds for the property purchase was n
AGENDA
ITEM
Io OQW
identified. As all due diligence and review of the site has been completed and
escrow is ready to close, time is of the essence to fund the transaction.
The Alameda Triangle site is contemplated to be utilized for the development of
mucin needed affordable housing in the community.
Discussion & Analysis:
The proposed Loan is short -terra in nature months), allowing for the time
necessary to complete the proposed Lease Revenue Bond financing by the City,
The proposed Lease Revenue Bond financing is a separate agenda matter, also
scheduled to be consideration at this meeting. At the time of completing the
proposed Lease Revenue Bond financing, the General Fund will be repand the
balance of the short -terra Loan.
The proposed short -terra Loan will not require the payment of interest during the
six month term and contains no prepayment provisions should the Lease
Revenue Bond financing be completed within the sic month term of the note.
Fiscal [rapt:
The proposed Loan will be funded by General Fuad reserves for ars interim
period. Notwithstanding this proposed loan, it's noteworthy that it is expected thart
the City will fell below its General Fund reserve threshold during FY17 should
other funds not be made available to cover this Loan during the relevant time
period. Should the contemplated Lease Revenue Bond financing not be
completed, the City would continue to carry the rete receivable. Failure t
complete the Lease Revenue Bond financing will have ars unfavorable fiscal
impact of $1,250,000 upon the General Fund reserves.
Attachments:
1. Loan Agreement between the City of Lynwood and the Lynwood Housing
Authority
2. Resolution No.
LOANAGREEMIENT
THIS LOAN AGREEMENT (the "Agreement"), entered into as of February 08, 2017, is hereby
made by and between, on the one hand, the City of Lynwood "City" or "Lender" and, on the
other land, the Lynwood Housing Authority "Housing Authority" or "Borrower" (collectively,
"the Parties").
WITNESSETH
WHEREAS, Lender intends to provide, and Borrower intends to receive, a loan upon the terms
and conditions hereinafter set forth,
WHEREAS, each Party has full authorization to eater into this Agreement in the capacity in
which it is signing,
WHEREAS, the City desires to lead funds to the Housing Authority to enable the Housing
Authority to use such funds to purchase State Parcel: ISD 58166-01-1, at Imperial Hwy
Fernwood Ave, City of Lynwood. Lending these finds to the Housing Authority would advance
the City's and Housing Authority's community development goals while maximizing fiscal and
social opportunities available to the community from the successful development of this parcel;
NOW THEREFORE, in consideration of the mutual promises made below, the Parties agree a
follows:
1. Parties. The Parties to this Agreement are as follows (each a "Borrower" and "Lender,"
respectively):
BORROWER
Dame: Lynwood Housing Authority
Address: 11330 Bullis Road
Lynwood, California 90262
LENDER
Name: City of Lynwood
Address: 11330 Bullis Road
Lynwood, California 90262
. Promise to Pay. FOR VALUE RECEIVED, Borrower promises to pay Lender a total
principal amount o $1,250,000.00 USD in return for receiving the following from
Lender: a loan to acquire the Alameda Triangle property from the California Department
of Transportation in the amount of $1,250,000.
. Interest. No interest will be due or payable under the terms of this Agreement.
. Payment Terms - Lump Sura. Any payment received will be applied first t
outstanding late fees, if any, next to interest, if any, and thereafter to the unpaid principal
balance of the loan. Payments will be made according to the following teams:
a. Due Date. All outstanding monies owed hereunder will be paid in one lump sure
that 1s due on August 07, 201 (the "Due Date").
b. Late Payment. Payment will be considered late if not paid by the close of
business on the Due Date. Borrower's failure to make full payment on this
Agreement on or before the Due Date for whatever reason will be considered an
event of default under this Agreement.
C. Unpaid Principal. Any unpaid portion of the principal still outstanding after the
Due Date will accrue at an interest rate of % per annum. In no event will interest
exceed the maximum amount permitted y law.
. Method of Payment. Acceptable methods of payment are as follows: cash or cash
equivalent.
. Payment and Notice Addresses. All payments must be delivered to Lender's address
stated above or any place or in any other manner as may be designated from time to time
in writing by Lender. Notices will be in writing and delivered in person, sent by
facsimile, or seat by reputable overnight delivery service to each Party's respective
address stated above or to any place or in any other manner as may be designated from
time to time in writing by the Parties.
. Prepayment. Borrower may prepay monies owed under this Agreement in full or in part
at any time without incurring a premium, fee, or penalty. Borrower will be responsible
for paying any cost or expense, including legal costs, incurred by Lender as a result of
any such prepayment. All prepayments will be applied first to outstanding late fees, if
any, next to interest, if any, and thereafter to the unpaid principal balance of the loam.
. Collateral. This is an unsecured agreement.
. Nonrecourse. THIS AGREEMENT IS NON-RECOURSE, AND LENDER MAY NOT
SEEK RECOURSE TO ANY PERSONAL ASSETS OF BORROWER. The personal
assets are not subject to the payment of this debt.
10. Events of Default. In addition to any other events of default specified herein, the
following events, without limitation, will constitute a default:
. Borrower's failure to pay all monies owed in full on or before the Due Date;
b, Borrower's failure to cure a breach of this Agreement on or before 30 days after
Fender gives Borrower written notice thereof;
e. Any material misrepresentation presentation by Borrower of a fact or promise made is this
Agreement or any statement, document, or certification delivered to Lender in
accordance herewith;
d. Any withdrawal, revocation, expiration, or termination of a necessary
authorization required by any government or other organization in order to
execute, perform, and enforce this Agreement;
C. Borrower's filing any voluntary or involuntary petition for relief under the Unite
States Bankruptcy Code; and
f, The death or dissolution of either Party.
11. Acceleration. Should Borrower default under or otherwise breach this Agreement and
not cure said default or breach on or before 30 days after Lender gives Borrower written
notice thereof, by personal delivery or certified mailing, all principal remaining unpaid
and interest accruing thereon will, at the optica of Leader, become immediately due and
payable to Leader-. The date of notice will be the date of delivery or the date of mailing.
1.. leo waiver. No delay or failure in giving notice of a default or breach will constitute a
waiver of the right of Leader to exercise its right of acceleration or any other right Lender
may have hereunder in the event of a subsequent or continuing default or breach.
13. Attorney Fees and Court Costs. In the event of a default or breach under this
Agreement, Borrower covenants to pay sender all collection and/or litigation costs
incurred, including reasonable attorney fees and court costs, whether or not a judgment i
received and whether or not a lawsuit is filed.
14. Faxes. Borrower covenants to make all payments due hereunder to Leader without setoff
or counterclaim and without deducting for taxes or withholdings of any nature
whatsoever that may be imposed by any tax or governmental authority. In the event that
law or regulation requires Borrower to arae such a deduction or withholding from
payment due hereunder, Borrower covenants to increase the amount of such payment to
the extent necessary to ensure that Larder receives ars amount equal to that which it
would receive if no such law or regulation were in effect and to provide Lender with
official documentation, to Lender's satisfaction, evidencing Borrower's payment of the
deduction or withholding.
15. Borrower Representations ations and warranties
a. Borrower represents and warrants that it has the full power and authority to eater
into and perform this Agreement according to the terms hereof and has taken, and
will tape, any and all actions necessary to authorize the execution and
performance ofthis Agreement according to the terms hereof; and
. Borrower represents and warrants that it has obtained all necessary approvals,
licenses, permits, and/or other authorizations required by any government or other
or ani, ation in order to execute, perform, and enforce this Agreement, that all
such authorizations are in effect, and that it will continue to obtain any such
authorizations that may become required hereafter.
1. Borrower Covenants
a. Casts and Expenses. Borrower covenants to reimburse Lender for all reasonable
out -of -octet expenses Lender incurs in enforcing this agreement, including
reasonable attorney fees and court costs. Additionally, Borrower will pay any
stamp or other similar duties and taxes to which this Agreement is subject.
17. Miscellaneous Terms and Covenants. The Parties agree to the following terms and
conditions: The Note will become clue and payable upon the successful issuance of Lease
Revenue Bonds by the City of Lynwood.
18. General Provisions
a. Governing Law. The Parties agree that the laws of the state of California will
govern this Agreement without regards to its conflict -of -law provisions. Any
claims or disputes concerning this Agreement will, at the sole election of Lender,
be adjudicated in Los Angeles County.
b. Successors and Assigns. Lender may transfer this Agreement to another bolder
without notice to Borrower; however, Borrower will not be liable to any assignee
for any amounts greater than it would otherwise be liable for under this
Agreement. Borrower agrees to remain bound under the terms of this Agreement
to any subsequent holder of this Agreement. Borrower covenants and warrants not
to assign its rights or obligations under this Agreement without Lender's prior
written consent. Each Borrower identified in this Agreement will he jointly and
severally liable for the repayanent of the debt described herein, and the terms of
this Agreement will be equally binding upon and will inure to the benefit of the
Parties and their heirs, executors, administrators, successors, and permitted
assigns.
e. Entire Agreement. This Agreement constitutes the entire agreement of the
Parties and supersedes any and all other prior and contemporaneous agreements
and understandings, both written and oral, between the Parties.
d. Amendment. No amendment, modification, termination, or waiver of any
provision of this Agreement will be effective unless it is in writing and signed by
both Borrower and Leader.
. Time of Essence. Time is of the essence concerning all provisions contained in
this Agreement.
Waivers. rs. Borrower hereby waives presentment for payment, demand, protest and
notice of dishonor and protest, and all other demands and notices, in connection
with the delivery, acceptance, perfornnance, or other enforcement of this
Agreement.
g. leo Implied Waiver; Cumulative Remedies. Lender's failure to exercise any
right or remedy provided in this Agreement will not be construed as a waiver of
any future exercise of that right or exercise of anyother right or remedy to which
Lender may be entitled. No delay or omission on the part of Lender in exercising
any right hereunder will operate as a waiver of any other right under this
Agreement. No right conferred upon Leader by this Agreement will be exclusive
of any other right referred to herein or now or hereafter available at law, in equity,
by statute or otherwise, and all remedies will be cumulative and not in the
alternative.
h. Severability. If any provision of this Agreement is held by a court of law to b
illegal, invalid or unenforceable, thea that provision will be deemed amended to
achieve as nearly as possible the same economic effect as the original provision,
and the legality, validity and enforceability of the remaining provisions of this
Agreement will not he affected or impaired thereby,
i. Headings. The headings used in this Agreement are provided for convenience
only and will not be used in construing the meaning or intent of the corresponding
provisions.
j. Counterparts. This Agreement may be executed in any number of counterparts,
including by facsimile transmission or by e-mail delivery, each of which when
executed and delivered shall constitute an original ofthis Agreement, but all the
counterparts shall together constitute the same agreement. No counterpart shall be
effective until each Party has executed at least one counterpart.
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date affixed to
each signature.
Borrower
Signed:
Print; City of Lynwood Housing Authority
Title:
Lender
S igned :
Print: City of Lynwood
Title:
Date:
Date:
DATE:
TO14
APPROVED BY:
REVISED AGENDA STAFF
REPORT
February 7, 2017
Honorable Mayor and Members of the City Council
Alma K. Martinez, City Manager
PREPARED BY:'Andre Dupret, Interim Director of Development, Compliance &
Enforcement Services
Daryl A. Betancur, Executive Assistant
SUBJECT: Vendor Selection for Professional Contract Services for
Implementation of Housing and Urban Development
Rehabilitation and First -Time Homebuyer Programs, Grant
Administration, Project & construction Management, and other
Related Activities
Recommendation:
Staff recommends that the City Council adopt the resolution attached to the Agenda Staff Report
for this Item, but revised to award a term with either of these options, or as directed by the City
Council:
• one (1) year contract with up to two one-year extensions to Avant Garde for the not -to -
exceed amount of $196,760.00 per year;
• one (1) year contract with aone-year extension to Avant Garde for the not -to -exceed
amount per year as directed by Council.
Discussion & Analysis:
If the City Council elects to award a contract to Avant Garde, as recommended by Staff in the
Agenda Staff Report for this item, the City Council has the option to select among the three (3)
alternative costs proposals submitted by Avant Garde in response to the City's solicitation for
offers to perform specialized services.
In light of the City's needs with respect to administration and management of the City's various
HUD Programs, Staff recommends that approval of a contract with a specialized vendor for the
provision of comprehensive services as outlined in Alternative 3 of the cost proposal submitted by
Avant -Garde. Alternative 3 is comprehensive and inclusive of the entire scope identified in the
City's solicitation for such services. Currently, the City has CIP projects that are funded withF''AGENDA
either CDBG funds or Caltrans grant funds. These projects require funding administration �rs ITEM
,22
to federal guidelines and/or in accordance with the Caltrans Local Assistance Procedures manual,
in addition to compliance of Davis -Bacon and Related Acts. Furthermore, Avant -Garde will assist
with the Preparation of Annual Action Plans, and Preparation of Consolidated Annual
Performance and Evaluation Reports for the City's HUD Programs, for a not -to -exceed amount of
$196,760.00 per year.
Fiscal Impact:
There continues to be no fiscal impact to the General Fund associated with this revised
recommendation. The contract amount will be paid for from the CDBG and HOME fund balances
for Fiscal Year 2016-2017, and future CDBG and HOME budget funding appropriations and/or
designated grant funding sources whenever possible to offset use of HOME and CDBG funds.
As allowed by Section 6-3.13.3 of the Lynwood Municipal Code, staff is requesting to
enter into an agreement with the selected service provider under an efficiency finding.
Section 6-3.13 of the Lynwood Municipal Code states:
6-3.13 Exceptions:
a. Any provisions of this section to the contrary notwithstanding, no competitive
bidding of any kind (whether through informal open market procedures or
through formal noticed procedures) shall be required to purchase supplies,
equipment, routine or professionallspecial services under any of the following
circumstances:
1. When an emergency requires that an order be placed with the most available
source of supply; or
2. When the supplies, equipment, services or contract could be obtained from
only one source; or
3. if the city council shall find, by resolution adopted by not less than four-
fifths (415) of its members, that such an acquisition may be more
economically and efficiently effected through the use of an alternate
procedure; or
4. When the city is seeking a contract for garbage collection.
Here, given the present time constraints related to the housing obligation, additional time
and costs involved with producing an RFP, given that a solicitation was printed on the
City's website for these services, and given the recommended provider's successful
experience, staff recommends that Council approve an agreement under a 415th
exception listed above.
Coordinated With:
City Manager's Office
2
Attachments:
City Council Resolution No. 2017.
Professional Services Agreement
RESOLUTION NO. 2017.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
AUTHORIZING THE CITY MANAGER TO NEGOTIATE A CONTRACT WITH AVANT
GARDE FOR PROFESSIONAL CONTRACT SERVICES FOR IMPLEMENTATION OF
HOUSING AND URBAN DEVELOPMENT HOUSING REHABILITATION AND FIRST-
TIME HOMEBUYER PROGRAMS, GRANT ADMINISTRATION, PROJECT AND
CONSTRUCTION MANAGEMENT, AND OTHER RELATED ACTIVITIES AND FOR
THE MAYOR TO EXECUTE AN AGREEMENT IN A FORM APPROVED BY THE CITY
ATTORNEY
WHEREAS, on December 12, 2015, the City solicited offers for a specialist to
implement the City's Housing and Urban Development (HUD) housing rehabilitation and
first-time homebuyers programs, miscellaneous housing programs and projects, grant
administration, project and construction management, and other related activities;
WHEREAS, the City's solicitation was advertised on the City's website for the
period of December 12, 2016 through January 9, 2017;
WHEREAS, in response to the City's posting, 5 proposals were received by the
closing deadline of January 9, 2017 at 5:00 p.m.;
WHEREAS, staff reviewed and analyzed the proposals against the criteria and
elements requested by the City;
WHEREAS, staff deemed Avant Garde as the most responsive and complete
response;
WHEREAS, As allowed by Section 6-3.13.3(a) of the Lynwood Municipal Code, staff
is requesting to enter into an agreement with the selected service provider under an
efficiency finding by resolution adopted by not less than four-fifths (4/5) of the City Council,
upon a finding that this service may be acquired more economically and efficiently effected
through the use of an alternate procedure; and
WHEREAS, Here, given the present time constraints related to the housing
obligation, additional time and costs involved with producing an RFP, given that a
solicitation was printed on the City's website for these services, and given the
recommended provider's successful experience, staff recommends that Council approve an
agreement under a 415th RFP -exception.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LYNWOOD DOES
HEREBY RESOLVE, DECLARE, DETERMINE AND ORDER AS FOLLOWS:
Section 1. The City Council authorizes the City Manager to negotiate a contract
with Avant Garde, Inc., the selected consultant, to provide the requested services for
implementation of Housing and Urban Development (HUD) housing rehabilitation and
first-time homebuyer programs, miscellaneous housing programs and projects, grant
administration, project and construction management, and other related activities, one
(1) year contract with extension to Avant Garde.,
Section 2. The City Council further directs that the total budget for the
negotiated contract in an amount not to exceed the sum of $ , to be
paid for from the CDBG and HOME fund balances for Fiscal Year 2010-2017, and
future CDBG and HOME budget funding appropriations.
Section 3. Except as provided above, terms and conditions of agreement shall
be negotiated by the City Manager.
Section 4. The City council authorizes the Mayor to execute the aforementioned
agreement in a form approved by the City Attorney.
Section 5.
11 This Resolution shall become effective immediately upon its
adoption.
Section 5. The City Clerk shall certify as to the adoption of this City Council
Resolution.
PASSED, APPROVED and ADOPTED this 7t" day of February, 2017.
ATTEST:
Maria Quinonez, City Clerk
APPROVED AS TO FORM:
David A. Garcia, City Attorney
2
Maria Teresa Santillan-Beas,
Mayor
APPROVED AS TO CONTENT:
Alma K. Martinez, City Manager
STATE OF CALIFORNIA )
SS.
COUNTY OF LOS ANGELES )
I, the undersigned, City Clerk of the City of Lynwood, do hereby certify that the
foregoing Resolution was passed and adopted by the City Council of the City of
Lynwood at a regular meeting held on the 7th day of February, 2017.
AYES:
NOES:
ABSENT.-
ABSTAIN:
BSENT:ABSTAIN,:
Maria Quinonez, City Clerk
STATE OF CALIFORNIA )
)SS.
COUNTY OF LOS ANGELES )
I, the undersigned, City Clerk of the City of Lynwood, and the Clerk of the City Council
of said City, do hereby certify that the above foregoing is a full, true and correct copy of
Resolution No. 2017. on file in my office and that said Resolution was adopted on
the date and by the vote therein stated. Dated this 7th day of February, 2017.
Maria Quinonez, city Clerk
3
PROFESSIONAL SERVICES AGREEMENT
g ("Agreement") ' , 2017by and between
This a reementis made as of
the City of Lynwood, a municipal corporation ("City") and AVANT GARDE,
("Consultant"). City and Consultant are sometimes hereinafter individually referred to as
a "Party" and collectively referred to as the "Parties."
RECITALS
WHEREAS, City desires to utilize the services of Consultant as an independent
contractor to provide consulting services for implementation of Housing and Urban
Development (HUD) housing rehabilitation and first-time homebuyers programs,
miscellaneous housing programs and projects, grant administration, project and construction
management, and other related activities as requested such as the training of assigned City
staff at the discretion of the City Manager;
WHEREAS, Consultant represents that it is fully qualified to perform such services
by virtue of its experience and the training, education and expertise of its principals and
employees; and
NOW, THEREFORE, in consideration of performance by the parties of the
covenants and conditions herein contained, the parties hereto agree as follows:
1. Consultant's Services.
A Scope of Services. The nature and scope of the specific services to be
performed by Consultant are as described in the attached Proposal.
2. Term of Agreement. This Agreement shall commence on January , 2017 (the
"Commencement Date") and shall terminate on , 2017 (the "Termination Date"),
unless sooner terminated pursuant to the provisions of this Agreement. On or before ninety
(90) days prior to the Termination Date, Consultant and the City Manager shall meet to discuss
this Agreement and its possible extension and or modification. In the event the Parties do not
enter into a new agreement prior to the Termination Date, this Agreement shall continue on a
month-to-month basis under the same terms for a period not to exceed three months following
the Termination Date. If the Parties execute no new agreement by the end of the three-month
period following the Termination Date, this Agreement shall terminate at the end of such three-
month period.
3. Compensation.
A. City agrees to compensate Consultant for services under this Agreement in
compliance with the schedule set forth in Exhibit A. Payment will be made only after
submission of proper monthly invoices in the form and manner specified by City. City shall
endeavor to pay invoices bearing correct and authorized charges within forty five (45) days
of the date they are received; however, Consultant acknowledges and agrees that due to City
Consulting Service Agreement-Wildan Financial Services
Exhibit B
warrant run procedures, the City cannot guarantee that payment will occur within this time
period. City shall not be responsible to Consultant for any additional charges, interest or
penalties due to a failure to pay within such period.
B. Total payment to Consultant pursuant to this Agreement shall not exceed
dollars.
4. Representatives of the Parties and Service of Notice.
City:
City of Lynwood
11330 Bullis
Road
Lynwood, CA 90262
Attn: City Manager
Consultant:
AVANT GARDE
3670 W. Temple
Avenue, Suite 278
Pomona, CA 91768
Attn: Ana Marie LeNoue, Pfeiht
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
and attested by their duly authorized and respective officers.
CITY OF LYNWOOD
By:
Maria T. Santillan-Beas, Mayor
Date
Alma K. Martinez, City Manager Date
CONSULTANT
2
Consulting Service Agreement
Exhibit B
AVANT GARDE
By:
Ana Marie LeNoue, President
Date
ATTEST:
0
Maria Quinonez, City Clerk
APPROVED AS TO FORM:
David A. Garcia, City Attorney
Consulting Service Agreement
Exhibit B
Date
Date
EXHIBIT A
(SCOPE OF SERVICES AND TIME OF PERFORMANCE)
Consulting Service Agreement
Exhibit B
Grants
A'V A N T Compliance
Funding Management ,n g
A
G R, 1__J E Community outreach
FEES AND COSTS
Avant -Garde is pleased to submit the following fee proposal in response to the City's
RFP for Professional Contract Services for Implementation of HUD Housing Rehabilitation
and First -Time Homebuyers Programs; Grant Administration; Project & Construction
Management; & Other Related Activities. For your consideration, we are proposing
three service options. we anticipate these services will not utilize general funds rather,
specific funding sources programmed for these projects.
Alternate No. 1 - Per the RFP, the following is our fee for services provided at 30 hours
per week.
Fee based on requested hours
Program Director $ 110
7 $
770.00 $
40,040.00
Program Manager $ 95
8 $
760.00 $
39,520,00
Housing Special istlprogram
39,520.00
Housing Specialist/program
assistant $ 65
15 $
975.00 $
50,704,00
$ 65 15
30 $
2,505.00 $
130,260.00
Alternate No. 2 - The following fee includes alternate no. 1 plus fees for services to
perform the required annual HUD reporting.
Fee based on requested hours
Program Director
$ 110 7
$ 770.00
$
40,040.00
Program Manager
$ 95 8
$ 760.00
$
39,520.00
Housing Specialist/program
ssistant
$ 65 15
$ 975,00
$
54,700.00
30
$ 2,505.00
$
130,260.00
Project Based Fees:
Preparation of Annual Action Plan*
$
5,000.00
Preparation of CAPER*
$
61500,00
Total
$
141,760.00
Hours may be interchanged amongst staff based on the needs identified and availability of City funds
No additional costs will be billed to the City; such as travel, duplication of materials, binding, mailing etc.
*Fee is being provided as these reports are required to be submitted to HUD on an annual basis
1
City of Lynwood RFP - Professional Contract Services 01.092017
AVANTGrants
mp`,a
b
ve 44 Nvwr�4gnce ,
Funding Management
A
R -.Ca D E
Community Outreach
Alternate No. 3 - The following fee includes alternate no. 1 and no. 2, plus fees for
services to perform Labor Compliance and Funding Administration of CIP's.
Fee based on requested hours
Program Director 110
7
770.00 , $
40,040.00
Program Manager 95
8 $
760,00 $
391520.00
Housing Specialist/program
assistant 65
15 $
975.00 .
50,700.00
........ ... ."o
30 $
... .. . . . . ..........................
2,505.00 $
130,260.00
Project Based Fees:
CIP Labor Compliance and Funding Administration $ 55,000.00
Preparation of Annual Action Plan* $ 5,000.00
Preparation of CAPER* $ 6,500.00
Total $ 196,760.00
Hours may be interchanged amongst staff based on the needs identified and availability of City funds
No additional costs will be billed to the City; such as travel, duplication of materials, binding, mailing etc.
'fee is being provided as these reports are required to be submitted to HUD on an annual basis
2
City of Lynwood RFP - Professional Contract Services 01.09 2017
EXHIBIT B
GENERAL TERMS AND CONDITIONS
1. Status as Independent Contractor.
A. Consultant is, and shall at all times remain as to City, a wholly independent contractor.
Consultant shall have no power to incur any debt, obligation, or liability on behalf of City or
otherwise act on behalf of City as an agent. Neither City nor any of its agents shall have control
over the conduct of Consultant or any of Consultant's employees, except as set forth in this
Agreement. Consultant shall not, at any time, or in any manner, represent that it or any of its agents
or employees are in any manner agents or employees of City.
B. Consultant agrees to pay all required taxes on amounts paid to Consultant under this
Agreement, and to indemnify and hold City harmless from any and all taxes, assessments,
penalties, and interest asserted against City by reason of the independent contractor relationship
created by this Agreement. In the event that City is audited by any Federal or State agency
regarding the independent contractor status of Consultant and the audit in any way fails to sustain
the validity of a wholly independent contractor relationship between City and Consultant, then
Consultant agrees to reimburse City for all costs, including accounting and attorney's fees, arising
out of such audit and any appeals relating thereto.
C. Consultant shall fully comply with the workers' compensation law regarding Consultant
and Consultant's employees. Consultant further agrees to indemnify and hold City harmless from
any failure of Consultant to comply with applicable worker's compensation laws. City shall have
the right to offset against the amount of any fees due to Consultant under this Agreement any
amount due to City from Consultant as a result of Consultant's failure to promptly pay to City any
reimbursement or indemnification arising under this Section 1.
2. Standard of Performance and City Responsibilities
Consultant shall perform all work to the highest professional standards and in a manner
reasonably satisfactory to the City Manager or his/her designee. The City Manager or his/her
designee may from time to time assign additional or different tasks or services to Consultant,
provided such tasks are within the scope of services described in Exhibit A. However, no
additional or different tasks or services shall be performed by Consultant other than those specified
in Exhibit A, or those so assigned in writing to Consultant by the City Manager or his/her designee.
3. Indemnification.
A. Consultant is skilled in the professional calling necessary to perform the services and
duties agreed to be performed under this Agreement, and City is relying upon the skill and
knowledge of Consultant to perform said services and duties.
B. City and its respective elected and appointed boards, officials, officers, agents,
employees and volunteers (individually and collectively, "Indemnitees") shall have no liability
to Consultant or any other person for, and Consultant shall indemnify, defend (with Counsel
Consulting Service Agreement-Wildan Financial Services
Exhibit B
acceptable to the City), protect and hold harmless Indemnitees from and against, any and all
liabilities, claims, actions, causes of action, proceedings, suits, damages, judgments, liens,
levies, costs and expenses of whatever nature, including reasonable attorneys' fees and
disbursements (collectively "Claims"), which Indemnitees may suffer or incur or to which
Indemnitees may become subject by reason of or arising out of any injury to or death of any
person(s), damage to property, loss of use of property, economic loss or other loss occurring as
a result of the Consultant's negligence. The Claims shall include any claims related to or
arising out of Consultant's obligations under the Affordable Care Act. However, Consultant
shall not be liable to the City to the extent that the claim or liability is caused by the intentional
misconduct, or the sole negligence, of the City.
C. If necessary, Consultant agrees to obtain executed indemnity agreements with
provisions identical to those set forth in this Section from each and every subcontractor,
subconsultant or any other person or entity involved by, for, with or on behalf of Consultant in
the performance of this Agreement. In the event Consultant fails to obtain such indemnity
obligations from others as required in this Section, Consultant agrees to be fully responsible
according to the terms of this Section. Failure of the City to monitor compliance with these
requirements imposes no additional obligations on City and will in no way act as a waiver of
any rights hereunder. This obligation to indemnify and defend Indemnitees as set forth herein
shall survive the termination of this Agreement and is in addition to any rights which City may
have under the law. This indemnity is effective without reference to the existence or
applicability of any insurance coverages which may have been required under this Agreement
or any additional insured endorsements which may extend to City.
4. Insurance.
A. Without limiting Consultant's indemnification of Indemnitees pursuant to Section 3
of this Agreement, Consultant shall obtain and provide and maintain at its own expense during
the term of this Agreement the types and amounts of insurance as described below:
(i) Commercial General Liability Insurance using Insurance Services Office
Commercial General Liability form CG 00 01 or the exact equivalent. Defense costs
must be paid in addition to limits. There shall be no cross liability exclusion for claims
or suits by one insured against another. Limits shall be no less than $1,000,000 per
occurrence for all covered losses and no less than $2,000,000 general aggregate.
(ii) Business Auto Coverage on ISO Business Auto Coverage form CA 00 01
including symbol 1 (Any Auto) or the exact equivalent. Limits shall be no less than
1,000,000 per accident, combined single limit. If consultant owns no vehicles, this
requirement may be satisfied by a non -owned auto endorsement to the general liability
policy described in the preceding subsection. If Consultant or Consultant's employees will
use personal autos in any way on this project, Consultant shall provide evidence of personal
auto liability coverage for each such person.
(iii) If required by California law, Workers' Compensation insurance on a state
approved policy form providing statutory benefits as required by law with employer's
2
Consulting Service Agreement
Exhibit B
liability limits no less than $1,000,000 per accident for all covered losses;
(iv) Professional Liability or Errors and Omissions Insurance as appropriate to the
profession, written on a policy form coverage specifically designed to protect against acts,
errors or omissions of the consultant and "Covered Professional Services" as designated in
the policy must specifically include work performed under this Agreement. The policy
limit shall be not less than $1,000,000 per claim and in the aggregate. The policy must
"pay on behalf of the insured and must include a provision establishing the insurer's duty
to defend. The policy retroactive date shall be on or before the effective date of this
Agreement.
B. City, its officers, officials, employees and volunteers shall be named as additional
insureds on the policy(ies) as to commercial general liability and automotive liability.
C. All insurance procured pursuant to these requirements shall be written by insurers that
are admitted carriers in the state of California with a Best's rating of no less than ANII.
D. All insurance policies shall provide that the insurance coverage shall not be non -
renewed, canceled, reduced, or otherwise modified (except through the addition of additional
insureds to the policy) by the insurance carrier without the insurance carrier giving City thirty (30)
days' prior written notice thereof. Any such thirty (30) day notice shall be submitted to CITY
via certified mail, return receipt requested, addressed to "Risk Manager," City of Lynwood,
11330 Bullis Road, Lynwood, California, 90262. Consultant agrees that it will not cancel, reduce
or otherwise modify said insurance coverage.
E. Consultant shall submit to City (i) insurance certificates indicating
compliance with the minimum worker's compensation insurance requirements
above, and (ii) insurance policy endorsements indicating compliance with all
other minimum insurance requirements above, not less than one (1) day prior
to beginning of performance under this Agreement. Endorsements shall be
executed on City's appropriate standard forms entitled "Additional Insured
Endorsement".
F. The Consultant's insurance shall be primary as respects the City, its officers, officials,
employees and volunteers. Any insurance or self-insurance maintained by the City, its officers,
officials, employees and volunteers shall be excess of the Consultant's insurance and shall not
contribute with it.
G. Consultant agrees that if it does not keep the aforesaid insurance in full force and effect,
and such insurance is available at a reasonable cost, City may take out the necessary insurance and
pay the premium thereon, and the repayment thereof shall be deemed an obligation of Consultant
and the cost of such insurance may be deducted, at the option of City, from payments due
Consultant.
5. Confidentiality. Consultant in the course of its duties may have access to confidential
data of City, private individuals, or employees of the City. Consultant covenants that all data,
Consulting Service Agreement
Exhibit B
documents, discussion, or other information developed or received by Consultant or provided for
performance of this Agreement are deemed confidential and shall not be disclosed by Consultant
without written authorization by City. City shall grant such authorization if disclosure is required
by law. All City data shall be returned to City upon the termination of this Agreement.
Consultant's covenant under this section shall survive the termination of this Agreement.
5, ownership of Work Product. All reports, documents or other written material developed
by Consultant in the performance of this Agreement shall be and remain the property of City
without restriction or limitation upon its use or dissemination by City. Such material shall not be
the subject of a copyright application by Consultant. The provisions of this paragraph shall not
apply to computerized claim forms and other proprietary software and materials (the "
Consultant Proprietary Materials" ), which are solely owned by Consultant. Such Consultant
Proprietary Materials shall be clearly marked, designated or labeled by Consultant, and City
agrees not to use or distribute any such Consultant Proprietary Materials without written
permission of Consultant.
7. Conflict of Interest.
A. Consultant covenants that it presently has no interest and shall not acquire any interest,
direct or indirect, which may be affected by the services to be performed by Consultant under this
Agreement, or which would conflict in any manner with the performance of its services hereunder.
Consultant further covenants that, in performance of this Agreement, no person having any such
interest shall be employed by it. Furthermore, Consultant shall avoid the appearance of having
any interest which would conflict in any manner with the performance of its services pursuant to
this Agreement.
B. Consultant covenants not to give or receive any compensation, monetary or otherwise,
to or from the ultimate vendor(s) of services to City as a result of the performance of this
Agreement, or the services that may be procured by the City as a result of the recommendations
made by Consultant. Consultant's covenant under this section shall survive the termination of this
Agreement.
8. Termination. Notwithstanding any other provision, this Agreement may be duly
terminated at any time by the City at its sole discretion with or without cause. Unless expressly
agreed upon in writing by the City, the City shall not be obligated to pay for any services rendered
nor any costs or expenses paid or incurred after the date of termination. The effective date of
termination shall be upon the date specified in the written Notice of Termination. Consultant agrees
that in the event of such termination, City's obligation to pay Consultant shall be limited to
payment only for those services satisfactorily rendered prior to the effective date of termination.
Immediately upon receiving written notice of termination, Consultant shall discontinue performing
services, preserve the product of the services and upon payment for services, turn over to City the
product of the services in accordance with written instructions of City.
9. Personnel. Consultant represents that it has, or will secure at its own expense, all
personnel required to perform the services under this Agreement. All of the services required
under this Agreement will be performed by Consultant or under its supervision, and all personnel
4
Consulting Service Agreement
Exhibit B
engaged in the work shall be qualified to perform such services. Consultant reserves the right to
determine the assignment of its own employees to the performance of Consultant's services under
this Agreement, but City reserves the right, for good cause, to require Consultant to exclude any
employee from performing services on City's premises.
10" Financial Condition. Prior to entering into this Agreement, Consultant has submitted
documentation acceptable to the City Manager, establishing that it is financially solvent, such that
it can reasonably be expected to perform the services required by this Agreement. within thirty
(30) days of the first anniversary of the effective date of this Agreement, and each year thereafter
throughout the term of this Agreement, Consultant shall submit such financial information as may
be appropriate to establish to the satisfaction of the City Manager that Consultant is in at least as
sound a financial position as was the case prior to entering into this Agreement. Financial
information submitted to the City Manager shall be returned to Consultant after review and shall
not be retained by City.
11. Non -Discrimination and Equal Employment Opportunity.
A. Consultant shall not discriminate as to race, color, creed, religion, sex, marital status,
national origin, ancestry, age, physical or mental handicap, medical condition, or sexual
orientation, in the performance of its services and duties pursuant to this Agreement, and will
comply with all rules and regulations of City relating thereto. Such nondiscrimination shall include
but not be limited to the following: employment, upgrading, demotion, transfers, recruitment or
recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and
selection for training, including apprenticeship.
B. Consultant will, in all solicitations or advertisements for employees placed by or on
behalf of Consultant state either that it is an equal opportunity employer or that all qualified
applicants will receive consideration for employment without regard to race, color, creed, religion,
sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition,
or sexual orientation.
C. Consultant will cause the foregoing provisions to be inserted in all subcontracts for any
work covered by this Agreement except contracts or subcontracts for standard commercial supplies
or raw materials.
12. Assignment. Consultant shall not assign or transfer any interest in this Agreement nor the
performance of any of Consultant's obligations hereunder, without the prior written consent of
City, and any attempt by Consultant to so assign this Agreement or any rights, duties, or obligations
arising hereunder shall be void and of no effect.
13. Performance Evaluation. For any Agreement in effect for twelve months or longer, a
written annual administrative performance evaluation shall be required within ninety (90) days of
the first anniversary of the effective date of this Agreement, and each year thereafter throughout
the term of this Agreement. The work product required by this Agreement shall be utilized as the
basis for review, and any comments or complaints received by City during the review period, either
orally or in writing, shall be considered. City shall meet with Consultant prior to preparing the
5
Consulting Service Agreement
Exhibit B
written report. If any noncompliance with the Agreement is found, City may direct Consultant to
correct the inadequacies, or, in the alternative, may terminate this Agreement as provided herein.
14. Compliance with Laws. Consultant shall keep itself informed of State, Federal and Local
laws, ordinances, codes and regulations which in any manner affect those employed by it or in any
way affect the performance of its service pursuant to this Agreement. The Consultant shall at all
times comply with such laws, ordinances, codes and regulations. The City, its officers and
employees shall not be liable at law or in equity occasioned by failure of Consultant to comply
with this Section.
15, Licenses. At all times during the term of this Agreement, Consultant shall have in full
force and effect all licenses (including a City business license) required of it by law for
performance of the services hereunder.
16. Non -Waiver of Terms, Rights and Remedies. Waiver by either party of any one or more
of the conditions of performance under this Agreement shall not be a waiver of any other condition
of performance under this Agreement. In no event shall the making by City of any payment to
Consultant constitute or be construed as a waiver by City of any breach of covenant, or any default
which may then exist on the part of Consultant, and the making of any such payment by City shall
in no way impair or prejudice any right or remedy available to City with regard to such breach or
default.
17. Attorney's Fees. In the event that either party to this Agreement shall commence any
legal or equitable action or proceeding to enforce or interpret the provisions of this Agreement, the
prevailing party in such action or proceeding shall be entitled to recover its costs of suit, including
reasonable attorney's fees and costs, including costs of expert witnesses and consultants.
18. Notices. Any notices, bills, invoices, or reports required by this Agreement shall be
deemed received on (a) the day of delivery if delivered by hand during Consultant's regular
business hours or by facsimile before or during Consultant's regular business hours; or (b) on the
third business day following deposit in the United States mail, postage prepaid, to the addresses
heretofore set forth in the Agreement, or to such other addresses as the parties may, from time to
time, designate in writing pursuant to the provisions of this section.
19. Governing Law. This Agreement shall be interpreted, construed and enforced in
accordance with the laws of the State of California.
20, Counterparts. This Agreement may be executed in any number of counterparts, each of
which shall be deemed to be the original, and all of which together shall constitute one and the
same instrument.
21. Severability. If any provision or any part of any provision of this Agreement is found
to be invalid or unenforceable, the balance of this Agreement shall remain in full force and
effect.
22. Entire Agreement. This Agreement, and any other documents incorporated herein by
6
Consulting Service Agreement
Exhibit B
specific reference, represents the entire and integrated agreement between Consultant and City.
This Agreement supersedes all prior oral or written negotiations, representations or agreements.
This Agreement may not be amended, nor any provision or breach hereof waived, except in a
writing signed by the Parties which expressly refers to this Agreement. Amendments on behalf of
the City will only be valid if signed by the Mayor and attested by the City Clerk.
23. Authority. The person or persons executing this Agreement on behalf of Consultant
warrants and represents that he/she has the authority to execute this Agreement on behalf of the
Consultant and has the authority to bind Consultant to the performance of its obligations hereunder.
7
Consulting Service Agreement
Exhibit B►
01 L
$
-;2L C
T. -
DATE:
February 7, 201
TO: Honorable Mayor r a nd Members of the City Council
APPROVED BY: Alma K. Martinez, City Manager 6
PREPARED BY- Mark Flores, Director of Recreation & Community S r ri
SUBJECT- Approval of "Adopt -A -Senior" Program Fundraiser Event
Recommendation:
Staff recommends that the City Council consider and approve the proposed fundraising
event by adopting the attached resolution entitled: "A RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF LYNWOOD APPROVING THE USE OF THE LYNWOOD
SENIOR CENTER TO HOST A FUNDRAISING DINNER IN SUPPORT OF THE CITY'S
ADOPT--A-SENIOR PROGRAM AND AUTHORIZES STAFF TO ESTABLISH THE
APPROPRIATE ACCOUNTS TO COLLECT AND DISTRIBUTE THE PROGRAM'S
'S
FUNDS. )p
Background:
In line with City programs, such as "Deep Lynwood Cleans and other community
beautification efforts, members f the City Council have requested consideration of
fundraising dinner event to support an "Adopt -A -Senior" program. Proceeds from the
event will benefit th new program that will assist low-income Lynwood seniors withminor
home repairs and upgrades conducted by Coral service groups and volunteers.
NUMEMMMEWEEm—
AGENDA
ITEM
�3
Discussion & Analysis:
If approved, the "Adopt -A -Senior" fundraising dinner will be held on Saturday, March 11,
2017 at the Lynwood Senior C nt r. The event committee is still finalizing details, but the
fee-based v nt will feature:
0 Dinner
• Live Entertainment
• Other fundraising opportunities such ars raffles and/or silent auctions
All proceeds from the dinner event will be used to cover event expenses with any
remaining balance used to support upcoming "Adopt -A -S ni r" expenses such as home
improvement materials and supplies. The final event entry fee is to be determined, but
will be set at ar rate that is generally affordable to the public, allows the event organizers
to cover its expenses and leaves uffi i nt proceeds to assist with "Adopt -A -Senior"
program tam -up costs.
Staff respectfully recommends that the City Council review and consider the request and
provide direction to staff. The City Council may approve the event and grant authority t
staff to establish appropriate financial accounts through adoption of the accompanying
resolution.
Fiscal [impact*
As presented, this fundraising event hays no 1mpa ct to the general fund. Event fees gill b
used to cover event costs.
Coordinatedwith:
City Manager
Finance Department
City Attorney's Office
RESOLUTION IVO.
A RESOLUTION N F THE CITY COUNCIL OF THE CITY OF LYNWOOD APPROVING
THE USE OF THE LYNWOOD SENIOR CENTER TO HOST A FUNDRAISING DINNED
IN SUPPORT OF THE CITY'S ADOPT -A -SENIOR PROGRAM AND AUTHORIZES
STAFF TO ESTABLISH THE APPROPRIATE IATE ACCOUNTS TO COLLECT AND
DISTRIBUTE THE PROGRAM'S FUNDS
WHEREAS, a request was made by members r f the City Council to organize and
host a fundraising dinner event at the Lynwood Senior Center to support the Adopt- -
S ni r Program; and
WHEREAS, the purpose of the event is to raise funds to purchase home
improvement materials and supplies and support other costs associated with the Adopt-
-Senior Program that will provide basic home repairs and upgrades to low-income
Lynwood seniors in collaboration with local volunteers and community service groups;
and
WHEREAS, S, the fundraising event is proposed to take place on Saturday, March
11, 201 at the Lynwood Senior Center.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF LYNWOOD DOES
HEREBY FIND, PROCLAIM!, ORDER AND RESOLVE AS FOLLOWS:
Section 1. The City Council approves the use of the City facility as requested
and reasonable staff support to plan and execute event.
Section 2. The City Council authorizes the Finance Department to establish
appropriate financial accounts for the collection and processing of "Adopt --Senior"
fundraising event and program -related funds.
Section 3. The City Council further finds that this evert provides an important
public purpose of benefit to Lynwood residents and businesses.
Section 4. This resolution shall take effect immediately upon its adoption.
PASSED, APPROVED AND ADOPTED THIS 7thday of February 2017.
Maria Teresa S ntillan-E a , Bayer
ATTEST.
Maria uin n , City Clerk
APPROVED AS TO FORM:
Alma K. Martinez, Cit y [Manager
APPROVED AS TO CONTENT:
David A. Garcia, City Attorney Mark Flores, Director
Recreation Community Services
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES )
1# the undersigned, City Clerk of the City of Lynwood, do hereby certify that the
above and foregoing resolution w duly adopted by the City Council of said City at its
regular meeting thereof held in the City Hall of the City on the day
f , 2017 and passed by the following Grote:
AYES:
NOES:
ABSTAIN:
ABSENT:
City Clerk, City of Lynwood
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES )
I, the undersigned City Clerk of the City of Lynwood, and Clerk of the City Council
f said City, do hereby certify that the above and foregoing is a full, true and correct copy
f Resolution N . on file in ray office and that said resolution gra adopted on
the dame and by the vote therein stated.
Darted this day of
City Clerk, City of Lynwood
AGENDA STAFF REPORT
DATE:
T:
APPROVED BY:
PREPARED B:
SUBJECT:
Recommendation:
February 7, 2017
Honorable Mayor and Members of the City Council
Alma K. Martinez, City Managerq?
Mark Flores, Director of Recreation & Community Services
"Welcome to Lynwood" Sign Design Competition and Development
Staff recommends that the City Council approve the creation and implementation of a
student -based art design competition with winning entries used as a base for the
development of professionally -produced entry point sign or signs using Art in Public
Places and Parking and Business Improvement District funds by adopting the attached
resolution entitled: "A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
LYNWOOD AUTHORIZING STAFF To CREATE AND IMPLEMENT A LYNWOOD
STUDENT ART DESIGN COMPETITION AND USE ART IN PUBLIC PLACES AND
PARKING AND BUSINESS IMPROVEMENT DISTRICT FUNDS, AS ALLOWED, T
DESIGN, DEVELOP AND INSTALL ENTRY POINT SIGNAGE."
Background;
Staff is proposing to implement a Lynwood student -based art design competition to b
used as the base for a professionally produced "Welcome to Lynwood" sign. The sign or
signs would be developed for placement at ars appropriate, major entry point to the City
of Lynwood.
AGENDA
ITEM
Discussion & Analysis:
Staff is proposing to develop and advertise a Lynwood student -based art design contest
with the intention of using the ginning entry or entries ars the baso for a professionally-
produced
r fossi nally-
pr du d entryway "Welcome to Lynwood" sign to be installed along _ a major
thoroughfare within the City.
If approved, the art competition will be advertised at Lynwood schools and the
community in February 2017 with an ending date in late March 2017. As allowed by
available Art in Public Places AI PP and Parking and Business Improvement District
(PBID) funds, winning entries will be used to design and develop a professionally
produced sign or signs.
Staff recommends that the City Council authorize staff to create and implement the
student art design competition and in accordance with fund use requirements, use
available Art in Public Places AI PP and Parking and Business improvement District
(PBID)funds for the design, production and installation of entry point signage through
the adoption of the attached resolution.
Fiscal Impact:
The cost of design, development and installation of a sign is to be determined.
Expenses will be limited to available funding in the Parking & Business Improvement
District (PBI D) and Art in Public Places (Al PP) funds as permitted by fund restrictions.
Coordinated with:
City Manager
Finance Department
City Attorney's Office
RESOLUTION NO.
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWOOD
AUTHORIZING STAFF TO CREATE AND IMPLEMENT A LYNWOOD STUDENT ART
DESIGN COMPETITION AND USE AFT IN PUBLIC PLACES AND PARKING AND
BUSINESS IMPROVEMENT DISTF ICT FUNDS, AS ALLOWED, TO DESIGN,
DEVELOP AND INSTALL ENTRY POINT SIGNAGE
WHEREAS, the Lynwood City Council wishes to encouragepublic art,
community participation and beautification Frith a public art competition; and
WHEREAS, the Lynwood City Council recognizes that public art, community
participation and beautification are essential to thriving communities; and
WHEREAS, a public, student art design competition and the development of
artistic entry point signage achieves all of these objectives.
NOW THEREFORE, I E, THE CITY COUNCIL OF THE CITY OF LYNWOOD DOES
HEREBY FIND, PROCLAIM, ORDER AND RESOLVE AS FOLLOWS:
Section 1. The City Council authorizes staff to createand implement
Lynwood student art design competition that uses winning entries as a design base for
professionally -produced City entry point signage.
Section 2. The City Council authorizes the use of available Parking
Business Improvement District (PBID) and Art in Public Places AIPP funds ars allowed
by fund use restrictions.
Section 3. This resolution shall take effect immediately upon its adoption.
PASSED, APPROVED AND ADOPTED THIS 7THday of February, 2017.
ATTEST:
Maria Quinonez, City Clerk
APPROVED AS TO FORM:
Maria Teresa Sanfill n --Deas, Mayor
Alma K Martinez, City Manager
APPROVED AS TO CONTENT:
David A. Garcia, City Attorney Mark Floras, Director
Recreation & Community Services
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES }
I, the undersigned, City Clerk f the City of Lynwood, do hereby certify that the
above and foregoing resolution was duly adopted by the City Council of said City at its
regular meeting thereof held in the City Hall of the City on the day
f , 2017 and passed by the following Grote:
ES:
NOES:
ABSTAIN:
ABSENT:
City Clerk, , City of Lynwood
STATE OF CALIFORNIA }
COUNTY OF LOS ANGELES }
1, the undersigned City Clark of the City of Lynwood, and Clark of the City
Council of said City, do hereby certify that the above and foregoing is ar full, true and
correct copy of Resolution fro. on filo in my office and that said resolution
was adopted on the date and by the vote therein stated.
Darted this day of
City Clerk, City of Lynwood
AGENDA STAFF REPORT
DATE:
T:
APPROVED B:
PREPARED B:
SUBJECT:
Recommendation:
February 7, 201
Honorable Myr and Members of the City Council
Almay K. Martinez,
City Manage
Mark Flores, Director of Recreation & Community Services
Approval of Cash Match for Homeless Services Grant
Staff recommends that the City Council consider approval of a cash myth and access
to ars appropriate meeting space as required by ars awarded grant program for local
homeless services by adopting the attached resolution entitled: "A RESOLUTION OF
THE CITY COUNCIL OF THE CITY OF LYNWOOD AUTHORIZING A CASH GRANT
MATCH FROM THE UNAPPROPRIATED GENERAL FUND RESERVES IN THE
AMOUNT $30,000 AND FOR STAFF TO PROVIDE APPROPRIATE MEETING SPACE
AS REQUIRED BY THE HOMELESS SERVICES GRANT FROM THE HOME FOR
GOOD FUNDERS COLLABORATIVE AND THE UNITED.11
Background:
In July of 2016 the City of Lynwood was awarded a $12:000 grant to partially support
the salary of a case manager to provide homeless services dedicated to Lynwood. The
grant requires a math of $30,000 from the City to be applied to the carne manager 3
salary and that the City provide access to an appropriate meeting space for 35 hours
per week se that the case manager can meet with homeless residents.
AGENDA
ITEM
Discussion & Analysis:
In July of 2016, the city was awarded a $12,000 grant from the United Way and the
Horne For Gooch Funders collaborative. The application was submitted and funded
under the Round 1 IFP, Funding opportunity : Improving CES -City Integration and the
City of Lynwood was selected for an award of $12,000 in the 2016-2017 grant year. The
grant funding is designated to provide a dedicated homeless services case tanager to
provide services within Lynwood for one year. A professional case manager will be
provided by the Homeless outreach Program Integrated care System(SSG/HOPICS) -
a reputable homeless services provider that the city currently works closely with.
Anticipated grant impact and scope of work includes:
Housing Placements — City of Lynwood
Outcome 1 :200 homeless clients will be served as a result of this project
Outcome 2: 40 homeless clients will be housed through the coordinated Entry
System as a result of this project
Outcome 3: .100% of all housing placements to be crude through the
Coordinated Entry System
Furthermore, the case manager will be involved with management of the also recently
awarded, 25 long -terra subsidy vouchers (funded by HUD) to be used specifically for -
homeless residents of Lynwood. All of these activities are part of a larger pu=le of
efforts to bring more resources to Lynwood through our homeless services community
partners that include, but are not limited to:
0 Homeless Outreach Program Integrated Care system SSG HOPICS
0 People Assisting the Homeless (PATH)
• Gateway connections
• Our Place Housing Solutions
• Gateway cities council of Governments
0 county of Los Angeles
There are two major conditions of the grant:
1. City provide cash match of $30,000 that will be used to pay the salary of the case
manager.
2. City provide 3 hrs week of meeting space for the case worker to meet with local
homeless persons
Staff respectfully recommends that the city council consider approval of the cash
latch from the unappropriated General Fund reserves and authorize staff to provide
the grant -required meeting space for the case worker by adopting the accompanying
panying
resolution.
Fiscal Impact:
This fiscal impact of this action is $30,000 from the unappropriated General Fund
reserves.
Coordinated with:
City Manager
Finance Department
City Attorney's Office
Attachments
A. Award Notifi ati n Letter
B. Scope of Work
C. City of Lynwood ccrrmitm nt Letter
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LYNWDOD
AUTHORIZING A CASH GRANT MATCH FROM THE UNAPPROPRIATED
GENERAL FUND RESERVES IN THE AMOUNT $30,000 AND FOR STAFF TO
PROVIDE APPROPRIATE MEETING SPACE AS REQUIRED BY THE HOMELESS
SERVICES GRANT FROM THE HOME FOR GOOD FUNDERS COLLABORATIVE
AND THE UNITED WAY
WHEREAS, with over 47,000 homeless resident is Los Angeles County, the
Lynwood City Council. recognizes that it must be proactive in addressing homeless
issues; and
WHEREAS, EAS, according to official Los Angeles County Homeless Count statistics,
the homeless population in Lynwood has experienced a consistent increased yearly
since at It 2013; and
WHEREAS, EAS, the City of Lynwood ri h to make full use of its available
opportunities and resources to address homeless issues in the community.
NOW THEREFORE, E, THE CITY COUNCIL OF THE CITY OF LYNWOOD DOES
HEREBY FIND, PROCLAIM, ORDER AND RESOLVE AS FOLLOWS:
Section 1. The City Council approves the appropriation of $30,000 to Account
##1011.60.701.62015 from the unappropriated General Fuad reserves to provide the
cash match required by the Horne for Good Funders grant.
Section 2. The City Council authorizes staff to provide access to ars adequate
meeting space as required by the Horne for Good Funders grant for use by the grant-
funded
rant-
fund d case manager.
Section 3. This resolution shall take effect immediately upon its adoption.
PASSED, APPROVED AND ADOPTED THIS 7thday of February, 2017.
ATTEST:
Maria Quinonez, City Clerk
APPROVED AS TO FORM:
David A. Garcia, City Attorney
Maria Teresa Santill n -Bens, Mayor
Aima K Martinez, City Manager
APPROVED AS TO CONTENT:
Mark Flores, Director
Recreation & Community Services
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES )
I, the undersigned, City Clerk of the City of Lynwood, do hereby certify that the
above and foregoing resolution was duly adopted by the City Council of said City at its
regular meeting thereof held in the City Hail of the City on the day
f
AES;
NOES:
ABSTAIN:
ABSENT:
:
f 2017 and passed by the following vote:
City Clerk, City of Lynwood
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES )
I, the undersigned City Clerk of the City of Lynwood, and Clerk of the City
Council of said City, do hereby certify that the above and foregoing is a full, true and
correct copy of Resolution No. on file in nay office and that said resolution
was adopted on the date and by the vote therein stated.
Dated this day of '12017.
City Clerk, City of Lynwood
H OMEf2u- rG
July 11 201
SSG-HPICS
1r. Herbert Hatanaka
0E8th St
Los Angeles, CA 90021
Dear Applicant,
Congratulations! We are excited to inform you that your organization has been
approved for a grant from the Horne For Good Funders Collaborative, a group of public
and private funders led by United Way of Greater Los Angeles under the Round I FFP,
Funding Opportunity : Improving CES -City Integration, in the amount of $12,000.
In the following weeks you will be receiving ar formal letter of agreement. United Way i
executing this contract on behalf of private funders investing in the Collaborative. Once
you receive the letter, please review, sign and return it to activate your first grant
payment.
As we work together to transform people's lives and the future of Los Angeles County:
we are pleased to be funding the very important work you are doing in our
communities. We look forward to deepening our partnership over the coming months
as we work together towards ending chronic and veteran homelessness.
Again, congratulations on a successful proposal. Please feel free to contact our Herne
For Good team member, ber, Emily Bradley via email ebradley(('�unitedwayl .org if you have
any questions regarding the award and next steps.
Sincerely,
Christine Margiott
Vice President, Community Impact
United Way of Greater Los Angeles
United Nay of Greater Los Angeles 11150 S. Olive St., Suite T500 I Los Angeles, CA 90015 1 tet 213.808,6220 1 ww.unitedwayia.org
H 0 M Eli G 0 0 D
Organization:
Organization Contact:
Coordinating City:
Grant Term:
United Way Grant Contact:
EXHIBIT A- Scope of Work
SSG -HOPIS
Herbert Hatanaka
City of Lynwood
July 1, 2016 - June Bo, 2017
Emily Bradley
e b rad l e@ u n ite dayl a. o r
(213) 808-6383
Housing Placements — CitV of LVnwood
Outcome 1: 200 homeless clients will be served as a result of this project
Outcome : 40 homeless clients will be housed through the Coordinated Entry System
as a result of this project
Outcome 3: 100% of all housing placements will be rade through the Coordinated
Entry System
Outcome : At least $30,,000 gill be contributed by the coordinating City in support of
the project, as identified in the proposal for match consideration
a
otA]rAMMta city
f .
db
xtArx � x
ofT
A City feting Challenges
EDWIN HERNANDEZ City lull • 11330 Bullis Road +Lynwood, CA 90262 OFFICE OF THE
Mayr (1 603.0220 x 200 - Fax: ( 1D) 764-4908
CITYU I iL
www.lynwood.ca.usF errian@lynwol.a.0
April27,2016
Special Service for Groups
HOPICS Division (SHPT)
5715 S. Broadway
Los Angeles, CA 90037
RE: Letter of Collaboration
To Whom It May Concern:
x
The City of Lynwood is pleased to submit this letter of collaboration confirming its partnership with the SPA 0
CES Lead Agency_ Special Service for Groups H PI ' Division ( HE PI S. Lynwood has been working with
SSG/HOPICS for more than one year in ars effort to expand CES into out community. As the Mayor of Lynwood, I
am fully committed to expanding the City's capacity to better serve individuals experiencing homelessness.
The City of Lynwood has identified $30,000 to allocate to enhancing outreach and having a dedicated
homeless housing staff person to remove barriers to accessing CES and other systems. The City will work in
close coordination with SSG/HOPICS SSG/HOPIto ensure that all City department (library, school district, fire department,
herriff's department, pars and recreation) work together to provide a comprehensive approach to the
homeless issue in Lynwood,
S H PI S will employ the housing navigator and the City will provide an office space and access point for
clients to receive services in Lynwood. we look forward to impacting homelessness in our City with the help of
the match funds from the Funder's Collaborative.
Should your have questions or need further information please feel free to contact me at 310.603.0220 ext, 200.
Sincerely
}
3
Edwin H. Hernandez
Mayor
City of Lynwood
AGE,NDA, SiTA,FIF� PORT
D AT E Februla,rJtjtJI.M
SUBJECT: Appointments for Gateway Cities, Clounclil of G overnments,
Transportation Committee and 1-171,10 EIR/EIS, Proleict Commlittee
"ctfull, nds that the Mayor and Councill rev" d a, n't delegate,
Staff" respe y recomme ii,ew an ppou
and alternates to the Gateway Cities, Council of'Government Transportation Committle
and 1-7110 EIR./ElS, ProJect Committee.
j
Members, of the Clity Council and staff serve join diver'se municipal that
require; representa,fion of' government officersi., This participation allows the Uty to,
receive benefic"al 'nformiation and res,ources.,
IAs
eion, the; 11st, of appointmnts should be a result of the City Co: n6l rorgalnizat* e
j
Council of Government
updated for the fbillow"ing subcommittees of Gateways Cities
Transportat on Committee
1-710 EIR/EIS Project Committele
Onice appointments are made, they will be addeld, to thle Form 8,06, which will be poisted
the City s website.
�his r
'th the recommenidatuon, on eport.
There is, no finanicia impact assolciated'wil
Coordlinated'W"th:',
City Attorney'si Office
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