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20161115 Regular City Council Meeting - Packet California Public Records Act ("PRA"): In compliance with the PRA, the documents pertaining to agenda items, including attachments, which are presented to the City Council in open session are available for public inspection. They may be inspected during regular business hours in the Office of the City Clerk at Vernon City Hall, 4305 Santa Fe Avenue; Vernon, California 90058, no appointment necessary, and on the City's website at www.cityofvemon.org. Americans with Disabilities Act ("ADA"): In compliance with the ADA, if you need special assistance to participate in the meeting, please contact the Office of the City Clerk at (323) 583-8811. Notification of at least 48 hours prior to the meeting or time when services are needed will assist the City staff in assuring that reasonable arrangements can be made to provide accessibility to the meeting or service. Agenda City of Vernon Regular City Council Meeting O IF YE�,�, Tuesday, November 15, 2016, 9:00 a.m. City Hall, Council Chamber 4305 Santa Fe Avenue 11f11 y Vernon, California William J. Davis,Mayor sf"ZLY ISO Yvette Woodruff-Perez,Mayor Pro-Tem Luz Martinez, Council Member Melissa Ybarra, Council Member Leticia Lopez, Council Member CALL TO ORDER& FLAG SALUTE CHANGES TO THE AGENDA PUBLIC COMMENT - At this time the public is encouraged to address the City Council on any matter that is within the subject matter jurisdiction of the City Council. The public will also be given a chance to comment on matters which are on the posted agenda during City Council deliberation on those specific matters. PUBLIC HEARING Public Works, Water and Development Services Department 1. Public Hearing on the Proposed Amendments to Chapters 7 and 24 of the Vernon Municipal Code An Ordinance of the City Council of the City of Vernon amending various sections of Chapters 7, Fire Regulations and 24, Building and Construction, of the Vernon Municipal Code, along with amendments, additions and deletions and adopting by reference the following codes: (1) the 2016 California Fire Code, 24 CCR Part 9; (2) the 2016 California Building Code, 24 CCR Part 2; (3) the 2016 California Electrical Code,24 CCR Part 3; (4)the 2006 Edition of the International Code Council Electrical Code Administrative Provisions; (5) the 2016 California Mechanical Code, 24 Regular City Council Meeting Agenda November 15, 2016 CCR Part 4; (6) the 2016 California Plumbing Code, 24 CCR Part 5; (7) the 2016 California Existing Building Code, 24 CCR Part 10; (8) the 2015 International Existing Building Code; (9) the 2016 California Residential Code, 24 CCR Part 2.5; (10) the 2016 California Green Building Standards Code also called the CALgreen Code, 24 CCR Part 11, and; (11) the 2016 California Energy Code, 24 CCR Part 6; repealing all prior ordinances and parts of ordinances in conflict therewith (First Reading) Recommendation: A. Find that the action proposed herein is not subject to the California Environmental Quality Act (CEQA) as this ordinance is not considered a"project"under CEQA which is defined as an action directly undertaken by a public agency which has the potential for resulting in either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment, Cal. Pub. Res. Code Section 21065. Under the proposed ordinance, no such activity is being undertaken. Even if the ordinance were to be considered a"project"under CEQA, which is not the case, the ordinance would be covered by the general rule set forth in CEQA Guidelines Section 15061(b)(3) which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Here, the ordinance involves the adoption of state-mandated construction codes, and the revisions to those codes merely improve the safety of buildings and will not have any effect on the environment; and B. Approve the first reading, and adopt at a subsequent meeting, an ordinance amending various sections of Chapters 7 and 24 of the Vernon Municipal Code, along with amendments, additions and deletions and adopting by reference the following codes: (1) the 2016 California Fire Code, 24 California Code of Regulations (CCR) Part 9; (2) the 2016 California Building Code, 24 CCR Part 2; (3) the 2016 California Electrical Code, 24 CCR Part 3; (4) the 2006 Edition of the International Code Council (ICC) electrical Code Administrative Provisions; (5) the 2016 California Mechanical Code,24 CCR Part 4; (6)the 2016 California Plumbing Code,24 CCR Part 5; (7) the 2016 California Existing Building Code, 24 CCR Part 10; (8) the 2015 International Existing Building Code; (9)the 2016 California Residential Code,24 CCR Part 2.5; (10)the 2016 California Green Building Standards Code also called the CALGreen Code, 24 CCR Part 11, and; (11) the 2016 California Energy Code, 24 CCR Part 6. PRESENTATION 2. Service Pin Awards for October 2016 NAME DEPARTMENT TITLE YEARS Michelle J. Tolmasoff Vernon Gas &Electric Senior Administrative Assistant 15 Willie A. Carram Vernon Gas &Electric Utilities Dispatcher 10 Anthony Zarate Public Works Administrative Secretary 5 I Page 2 of 6 Regular City Council Meeting Agenda November 15, 2016 CONSENT CALENDAR - All matters listed on the Consent Calendar are to be approved with one motion. Items may be removed from the Consent Calendar by any member of the Council. Those items removed will be considered immediately after the Consent Calendar. Claims Against the City— Received and Filed 3. Claim for Damages from Salvador Vargas received November 8, 2016 in the amount of$1236.14 Warrant Registers 4. Ratification of the following City Warrant Register to record the following voided checks: A. City Warrant Register No. 1458 to record voided Check No. 352559 in the amount of$45.50; and B. City Warrant Register No. 1459 to record voided Check No. 352725 in the amount of$871.46. 5. Approval of City Payroll Warrant Register No.725 totaling$3,297,151.95,which covers the period of October 1 through October 31, 2016 and consists of the following: A. Ratification of direct deposits, checks and taxes totaling $2,280,894.39; and B. Checks and electronic fund transfers (EFT) totaling $1,016,257.56. 6. Approval of City Warrant Register No. 1460, totaling $959,250.74, which covers the period of October 25 through November 7, 2016, and consists of the following: A. Ratification of wire transfers totaling $548,077.82; and B. Ratification of the issuance of early checks totaling $325,940.90; and C. Authorization to issue pending checks totaling $85,232.02; and D. Voided check No. 352786 totaling $571.38. 7. Approval of Light & Power Warrant Register No. 425, totaling $2,103,285.72, which covers the period of October 25 through November 7, 2016, and consists of the following: A. Ratification of wire transfers totaling $1,802,310.73; and B. Ratification of the issuance of early checks totaling $187,447.62; and C. Authorization to issue pending checks totaling $113,527.37. 8. Approval of Gas Warrant Register No. 213, totaling $1,731,513.59 which covers the period of October 25 through November 7, 2016, and consists of the following: Page 3 of 6 Regular City Council Meeting Agenda November 15, 2016 A. Ratification of wire transfers totaling $1,592,338.64; and B. Ratification of the issuance of early checks totaling $138,250.51; and C. Authorization to issue pending checks totaling $924.44. Fire Department 9. Activity Report for the period of October 1 through October 15, 2016 10. Activity Report for the period of October 16 through October 31, 2016 Health and Environmental Control Department 11. October 2016 Monthly Report Police Department 12. Activity Log and Statistical Summary of Arrests and Activities for the period of October 16, through October 31, 2016,to be received and filed Public Works, Water and Development Services Department 13. Building Department Report for the Month of October 2016 14. Acceptance of Electrical Easement at 3200 Slauson Avenue (APN 6310-027-023) Recommendation: A. Find that the acceptance of the Electrical Easement proposed in this staff report is not a"project" as that term is defined under the California Environmental Quality Act(CEQA)Guidelines Section 15378, and even if it were a project, it would be categorically exempt in accordance with CEQA Guidelines Sections 15301 (maintenance, repair or minor alteration of an existing facility and involves negligible or no expansion of an existing use) and 15061(b)(3) (general rule that CEQA only applies to projects that may have a significant effect on the environment); and B. Accept the Electrical Easement, in substantially the same form as attached to this staff report, and authorize the Mayor to execute the Certificate of Acceptance. NEW BUSINESS 15. A Resolution of the City Council of the City of Vernon making express findings and determinations that modifications to the following California Buildings Standards Code: the 2016 California Fire Code, 24 CCR Part 9; the 2016 California Building Code, 24 CCR Part 2; the 2016 California Electrical Code, 24 CCR Part 3; the 2016 California Mechanical Code, 24 CCR Part 4; the 2016 Page 4 of 6 Regular City Council Meeting Agenda November 15, 2016 California Plumbing Code, 24 CCR Part 5; the 2016 California Existing Building Code, 24 CCR Part 10; the 2016 California Residential Code, 24 CCR Part 2.5; the 2016 California Green Building Standards Code also called the CALnreen Code, 24 CCR Part 11, and; the 2016 California Energy Code, 24 CCR Part 6; and the 2006 Edition of the International Code Council Electrical Code Administrative Provisions; and the 2015 international existing buildinn code are reasonably necessary because of local climatic, geological or topographical conditions Recommendation: A. Find that the action proposed herein is not subject to the California Environmental Quality Act (CEQA) as the resolution is not considered a"project"under CEQA which is defined as an action directly undertaken by a public agency which has the potential for resulting in either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment. CEQA Guidelines section 15378(a); Cal. Pub. Res. Code section 21065. Under the proposed resolution, no such activity is being undertaken. Even if the resolution were to be considered a"project"under CEQA,which is not the case,the resolution would be covered by the general rule set forth in CEQA Guidelines Section 15061(b)(3)which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment.Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Here, the resolution involves making express findings and determinations that modifications to each Code are reasonably necessary due to local climatic, geological, or topographical conditions and will not have any effect on the environment; and B. Adopt the proposed resolution making express findings and determinations that modifications to each Code are reasonably necessary due to local climatic, geological, or topographical conditions. 16. A Resolution of the City Council of the City of Vernon approving and accepting the grant deed dedicating in fee a portion of the property located at 4415 Bandini Boulevard Recommendation: A. Find that accepting the Grant Deed is exempt from the California Environmental Quality Act ("CEQA") in accordance with CEQA Guidelines Section 15301(c) because if any construction occurs as a result of accepting and executing the Grant Deed, the work would merely involve negligible expansion of an existing street; and B. Adopt the proposed resolution to authorize the Mayor and City Clerk to execute the Certificate of Acceptance and the Grant Deed for approximately 3,000 square feet of land located at 4415 Bandini Boulevard. 17. A Resolution of the City Council of the City of Vernon approving and accepting the grant deed dedicating in fee a portion of the property located at 4333 Bandini Boulevard Recommendation: Items A-B: Page 5 of 6 Regular City Council Meeting Agenda November 15, 2016 A. Find that accepting the Grant Deed is exempt from the California Environmental Quality Act ("CEQA") in accordance with CEQA Guidelines Section 15301(c) because if any construction occurs as a result of accepting and executing the Grant Deed, the work would merely involve negligible expansion of an existing street; and B. Adopt the proposed resolution to authorize the Mayor and City Clerk to execute the Certificate of Acceptance and the Grant Deed for approximately 2,500 square feet of land located at 4333 Bandini Boulevard. ORAL REPORTS 18. City Administrator Reports — brief reports on activities and other brief announcements by the City Administrator and Department Heads. 19. City Council Reports —brief AB 1234 reports, or report on: activities, announcements, or directives to staff. CLOSED SESSION 20. PUBLIC EMPLOYMENT Government Code Section 54957(b)(1) Title: Fire Chief ADJOURNMENT I hereby certify under penalty of perjury under the laws of the State of California, that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Vernon City Hall,located at 4305 Santa Fe Avenue, Vernon, California, and on the City's website,not less than 72 hours prior to the meeting set forth on this agenda. Dated this 101h day of November 2016. By: Maria E. Ayala, City Clerk Page 6 of 6 70IG 0 8 206 IJY OfFIC � CITY ADMINISTRATION STAFF REPORT CY PUBLIC WORKS, WATER & DEVELOPMENT SERVICES DEPARTMENT AND FIRE DEPARTMENT DATE: November 15, 2016 TO: Honorable Mayor and City Council / —YW FROM: Derek Wieske,Director of Public Works,Water& Development Services Andrew Guth,Interim Fire Chief RE: Ordinance to Adopt and Amend the California Building Standards Code, Electrical Code Administrative Provisions, and International Existing Building Code; and to Amend Chapters 7 and 24 of the Vernon Municipal Code Recommendation 1) Find that the action proposed herein is not subject to the California Environmental Quality Act(CEQA) as this ordinance is not considered a"project"under CEQA which is defined as an action directly undertaken by a public agency which has the potential for resulting in either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment, Cal. Pub. Res. Code Section 21065. Under the proposed ordinance,no such activity is being undertaken. Even if the ordinance were to be considered a"project"under CEQA,which is not the case,the ordinance would be covered by the general rule set forth in CEQA Guidelines Section 15061(b)(3)which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA.Here,the ordinance involves the adoption of state-mandated construction codes, and the revisions to those codes merely improve the safety of buildings and will not have any effect on the environment. 2) Approve the first reading, and adopt at a subsequent meeting, an ordinance amending various sections of Chapters 7 and 24 of the Vernon Municipal Code, along with amendments, additions and deletions and adopting by reference the following codes: (1) the 2016 California Fire Code, 24 California Code of Regulations (CCR) Part 9; (2) the 2016 California Building Code, 24 CCR Part 2; (3) the 2016 California Electrical Code, 24 CCR Part 3; (4) the 2006 Edition of the International Code Council (ICC) electrical Code Administrative Provisions; (5) the 2016 California Mechanical Code, 24 CCR Part 4; (6)the 2016 California Plumbing Code,24 CCR Part 5; (7)the 2016 California Existing Building Code,24 CCR Part 10; (8)the 2015 International Existing Building Code; (9)the 2016 California Residential Code, 24 CCR Part 2.5; (10) the 2016 California Green Building Standards Code also called the CALGreen Code, 24 CCR Part 11, and; (11) the 2016 California Energy Code, 24 CCR Part 6. Background The State of California Building Standards Commission ("Commission") recently adopted the 2016 California Building, Fire, Electrical, Mechanical, Plumbing, Residential, Green Building Standards, Existing Building, and Energy Codes collectively known as the California Building Standards Codes or CBSC. Section 17958 of the California Health and Safety Code requires that the latest edition of the California Building Standards Codes automatically apply to local construction 180 days after they become effective at the state level. Since the CBSC became effective at the state level on July 1, 2016,they are scheduled to become effective at the local level on January 1, 2017. Pursuant to Sections 50022.2 et se__lc. of the California Government Code,which authorizes the City to adopt the CBSC and other uniform and model codes,the City intends to adopt with amendments the CBSC, and: (a) the 2006 Edition of the International Code Council Electrical Code Administrative Provisions, (b) Chapters A2 and A5 and repair criteria of the 2015 International Existing Building Code, published by the International Code Council, as the minimum seismic retrofit requirements for buildings of tilt-up and concrete frame construction types for those property owners who voluntarily propose to retrofit their buildings, and (c) the Uniform Code for Abatement of Dangerous Buildings, 1997 Edition, published by the International Conference of Building Officials which code was previously adopted in Ordinance No. 1073,remains unchanged, and shall be the standard for the repair of structures damaged during a disaster event. The Los Angeles Basin Chapter of the International Code Council has been very active throughout the years in leading the effort to create uniformity of building codes and regulations throughout 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 Los Angeles Regional Uniform Code Program (LARUCP). The LARUCP program began in July 1999 with the purpose of developing uniform interpretations and handouts to serve as guidelines for building officials, contractors, engineers and architects in the consistent application of the codes. The mission of this program was to minimize the number of and to develop uniformity in local technical amendments to the model codes for adoption by jurisdictions in the greater Los Angeles region. Through the coordination of the International Code Council Los Angeles Basin Chapter's Fire-Life Safety Committee, Structural Committee, Green and { Sustainability Committee, and Administrative Committee the following goals have been established: 1 1) Create uniformity of building, plumbing, mechanical, electrical, energy efficiency and green codes that can be adopted in most of the jurisdictions in the greater Los Angeles region, which creates predictability for members of the local construction industry; 1 Page 2 of 9 { 2) Reduce the total number of local technical amendments to the model code in the greater Los Angeles region; 3) Receive support from many, if not all, of the 89 jurisdictions in the greater Los Angeles region; 4) Obtain active participation from a majority of the jurisdictions in the greater Los Angeles region in formulating and implementing the program; and 5) 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 $50 million per year in the greater Los Angeles region. 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, Structural Engineers Association of Southern California Building Code Committee, design professionals in the construction industry, and other interested groups or individuals. The only exception to the City staff s recommendation to include the LARUCPs recommendations in their entirety is Section 1613.7, which involves seismic design in hillside buildings. The reason that staff does not recommend that this section be included is that there are no applicable hillside sites in the City of Vernon. California Health and Safety Code Sections 17958, 17958.5, 17958.7 and 18941.5 allow a local agency to amend the adopted state codes provided that such modifications or changes to building standards are reasonably necessary because of local climatic, geological or topographical conditions. Only changes to building standards need to be justified on the basis of local climatic, geological, or topographical conditions. The establishment of administrative standards does not require justification pursuant to the California Health & Safety Code. City staff has reviewed the state codes and, in addition to those recommended by the LARUCP, City staff have proposed a number of local amendments for adoption within the Vernon Municipal Code with the proper 4 justifications to be submitted to the California Building Standards Commission. The allowable justifications, on the basis of local climatic, geological, and topographical conditions, in summary, are as follows: Local climatic conditions. The seasonal climatic conditions during the late summer and fall create severe fire hazards to the public health and welfare in the City of Vernon. The hot, dry weather in combination with Santa Ana winds results in extreme fire conditions for the community which jincrease the likelihood of fire spreading (conflagration) from one building to another. The aforementioned conditions combined with the geological characteristics of the county and near the j City create hazardous conditions for which departure from some of the provisions of the California Building Standards Code is reasonably necessary. Local geological conditions. The City of Vernon is subject to earthquake hazards caused by the location of nearby earthquake faults causing active seismic activity in the area. Known faults which potentially could cause seismic activity in the City include the Whittier Fault to the east, the Raymond Fault to the north, and the Newport-Inglewood Fault to the west. Said faults are generally considered major Southern California earthquake faults which may experience rupture at any time and can create tremendous loss of life and damage to structures in the City. Thus, because the City is within a seismic area which includes earthquake faults within the County of Page 3 of 9 i Los Angeles and near the City, the modifications and changes cited herein are designed to better limit property damage as a result of seismic activity and to establish criteria for repair of damaged property following a local emergency. Local topographical conditions. The City of Vernon is coupled with the density of buildings, limited setbacks, narrow access to buildings, narrow streets potentially create a problem for governmental agencies to respond to emergency conditions. Additionally, long periods of dry, hot weather, combined with unpredictable seasonal winds (Santa Ana wind conditions) result in increased exposure to fire risk. The heavy rains tend to over-saturate the soil for a short time period during the year, having a detrimental effect on in-ground structures affected by varying moisture conditions. Administrative amendments. Lastly, City staff is recommending that additional amendments to the codes be adopted in order to provide administrative clarification. Such amendments do not modify the building standards found in the state codes. Instead, these amendments establish administrative standards for such activities as the establishment and collection of fees, the issuance of permits, and the effective enforcement of building standards. Findings of fact and justifications to amendments of the CBSC and the 2006 International Code Council Electrical Code Administrative Provisions and the 2015 International Existing Building Code are submitted to the City Council under separate cover for approval. 2016 Vernon Fire Code The California Fire Code regulates minimum fire safety requirements for new and existing buildings, facilities, storage and processes. It addresses fire prevention, fire protection, life safety, and safe storage and use of hazardous materials in new and existing buildings, facilities, storage and processes. It is recommended that the 2016 California Fire Code, including the appendices and standards contained therein, published by the International Code Council and the California Building Standards Commission be adopted as the Fire Code of the City of Vernon with the proposed amendments outlined herein. The proposed amendments for the Fire Code are summarized as follows: 1) General authority and responsibilities 2) Pen-nits 3) Fee schedule 4) Responsibility a 5) Definitions 6) Outside storage 7) Vehicle impact protection j 8) Fire apparatus access roads 9) Fire protection water supplies 10) Fire protection systems 11) Spray finishing I 12) Explosives 13) Storage (flammable and combustible liquids) 5 Page 4 of 9 14) Liquefied petroleum (LP) gas 2016 Vernon Building Code The Building Code establishes regulations and standards for the structural design, construction, alteration, movement, enlargement, replacement, repair, occupancy, location, maintenance, demolition and accessibility for every building or structure within Vernon, with the exception of one and two family dwelling units not exceeding three stories. It is recommended that the 2016 California Building Code, and standards contained therein, published by the International Code Council and the California Building Standards Commission, be adopted as the Vernon Building Code with the proposed amendments outlined in the ordinance. The proposed amendments in brief summary are as follows: 1) The City requires a Certificate of Occupancy to be issued for each change in use or tenancy. 2) Requires all new roof coverings to be Class A or B. 3) Requires skylights to meet certain minimum requirements. 4) Eliminates provisions for construction in the public right of way. 5) Establishes reinspection fees and outlines the responsibility of the penmittee. 6) Establishes various technical amendments as developed by the LARUCP to improve the seismic and wind loading capabilities of structures within the City. 7) Establishes additional grading provisions in order to better safeguard adjacent properties and establish erosion control requirements. 2016 Vernon Electrical Code The Electrical Code establishes regulations and standards for the design, alteration, modification, construction and maintenance of electrical installations from the meter into the property. It is recommended that the 2016 California Electrical Code, excluding appendices, copyrighted by the National Fire Protection Association and the California Building Standards Commission, including standards contained therein, with the proposed amendments outlined in the ordinance, be adopted as the Vernon Electrical Code. Additionally, it is recommended that the 2006 International Code Council Electrical Administrative Provisions, published by the International Code Council, including standards contained therein be adopted with the proposed amendments as outlined in the proposed ordinance and be incorporated into the Vernon Electrical Code as the Administrative Provisions for the City. The proposed amendments in brief summary are as follows: 1 1) Establishes requirements for aluminum conductor connections 2) Establishes specific City requirements for identifying conductors 3) Requires service entrance conductors to be installed in Rigid Metal Conduit or Busways (except by special permission) r 4) Prohibits the use of Non Metallic-Sheathed Cable in the City in uses other than in dwellings j 5) Establishes the responsibilities of the permittee I 6) Requires that the Vernon Gas and Electric Department be notified when significantly increasing the electrical load Page 5 of 9 7) Requires City approval prior to energizing electrical equipment 8) Establishes a Permit Fee Schedule 9) Requires that City approved testing agencies be utilized when evaluating and listing electrical equipment 2016 Vernon Mechanical Code The Mechanical Code establishes regulations and standards for the erection, installation,alteration, relocation, replacement, use and maintenance of heating, ventilation, cooling, refrigeration systems and other heat producing devices. It is recommended that the 2016 California Mechanical Code, including appendices and standards contained therein, published by the International Association of Plumbing and Mechanical Officials and the California Building Standards Commission, be adopted with the proposed amendments as the Vernon Mechanical Code. The proposed amendments in brief summary are as follows: 1) Establishes City Permit Fees 2) Establishes the responsibilities of the permittee 2016 Vernon Plumbing Code The Plumbing Code establishes regulations and standards for installation of plumbing systems including water supply and distribution, sanitary drainage, sto►ni drainage and gas piping. It is recommended that the 2016 California Plumbing Code, including appendices, and standards contained therein, published by the International Association of Plumbing and Mechanical Officials, be adopted with the proposed amendments as the Vernon Plumbing Code. The proposed amendments, in brief summary, are as follows: 1) Establishes City Permit Fees 2) Establishes the responsibilities of the permittee 3) Establishes minimum number of plumbing fixtures 4) Establishes requirements for yard drainage 2016 Vernon Residential Code i The Residential Code establishes regulations and standards for the structural design, construction, alteration, movement, enlargement, replacement, repair, occupancy, location, maintenance, demolition and accessibility for one and two family dwelling units not exceeding three stories j within the City of Vernon. It is recommended that the 2016 California Residential Code, and standards contained therein, published by the International Code Council and the California Building Standards Commission, be adopted with the proposed amendments as the Vernon Residential Code. The proposed amendments, in brief summary, are as follows: 1) Establishes permittee responsibilities 2) Establishes reinspection fees 3) Establishes various technical amendments as developed by the LARUCP to j improve the seismic and wind loading capabilities of structures within the City Page 6 of 9 i 2016 Vernon Existing Building Code The Existing Building Code establishes minimum design standards for the structural seismic strengthening of existing unreinforced masonry bearing wall buildings. These standards are primarily established to reduce the risk of loss of life or injury. Compliance with these provisions will not necessarily prevent the loss of life or injury, or prevent earthquake damage to rehabilitated buildings. It is recommended that the 2016 California Existing Building Code and referenced standards contained therein, published by the International Code Council and the California Building Standards Commission, be adopted as the Vernon Existing Building Code. 2015 Vernon International Existing Building Code Sections 38660 and 50022.2 of the California Government Code, among other things, authorize the City Council to adopt by reference, regulations for the summary abatement, destruction, or removal of unsafe structures and of unsightly or partially destroyed buildings. In particular, older buildings of tilt-up concrete wall construction are recognized to be unsafe and hazardous due to the potential for collapse in an earthquake, especially those constructed prior to the adoption of the 1976 Uniform Building Code. These types of structures often do not have proper ties between the wall and roofing systems. During an earthquake the wall and roof connection have been known to fail causing the roof to collapse endangering persons and property below. Property owners have in the past voluntarily retrofitted their tilt-up buildings and have either used other City standards or used no standards at all. Often lenders or insurance companies require these types of buildings to be retrofitted. City staff believes that a minimum recognized standard should be established for the retrofit of these structures. Appendix Chapter A2 of the 2015 Edition of the International Existing Building Code published by the International Code Council establishes minimum standards for tilt-up concrete walled buildings to provide structural seismic resistance in order to reduce the risk of life loss or injury on both the subject and adjacent properties. Chapter A2 of the 2012 International Existing Building Code was previously adopted as the retrofit standard for tilt- up concrete walled buildings. In addition, Chapter A5 of the 2012 International Existing Building Code was previously adopted as the seismic retrofit standards for concrete framed buildings. It is recommended that Chapters A2 and A5 of the 2015 Edition of the International Existing Building Code be adopted as the new minimum standard. Lastly, this retrofit requirement for tilt-up concrete walled structures or concrete framed buildings is a voluntary program and is not mandated by the City. The California Existing Building Code, part of the California Building Standards Code, 24 CCR Part 10, does regulate unreinforced masonry buildings and other buildings vulnerable to seismic hazards. However, it does not sufficiently address the seismic hazards found in the numerous tilt- Lip concrete buildings that exist in the City. Although the International Existing Building Code is I currently a model code which has not been adopted by the state, many jurisdictions have adopted these supplemental design standards. The inclusion of the International Existing Building Code's standards into the Vernon Municipal Code is therefore reasonably necessary to regulate and abate the seismic hazards in such buildings and other construction on the basis of the high level of geologic activity in this area. Page 7 of 9 2016 Vernon Green Building Standards Code The Green Buildings Standards Code establishes both mandatory and voluntary provisions through the development and planning process to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. Mandatory measures for nonresidential projects include but are not limited to the following: 1) Development of a storm water pollution prevention plan 2) Bicycle parking 3) Designated parking for fuel efficient vehicles 4) Light pollution reduction measures 5) Sub water meters for buildings 50,000 square feet or greater 6) Installation of low flow plumbing fixtures 7) Installation of weather based irrigation controllers 8) Requirement that 50% of construction waste and debris be recycled 9) Requirement of accessible recycling waste bins 10) Requirement of the commissioning of buildings 10,000 square feet or more l l) Requirement of adhesive products be low Volatile Organic Compounds and establishes limits for formaldehydes It is recommended that the 2016 California Green Building Standards Code, and the standards contained therein, published by the California Building Standards Commission, be adopted with the proposed amendments as the Vernon Green Building Standards Code. The proposed amendments, in brief summary, are as follows: 1) Establishes City Permit Fees 2) Defines low rise residential and sustainability 3) Establishes various technical amendments as developed by the LARUCP to improve the sustainability footprint of buildings being constructed in the City 2016 Vernon Energy Cocle The Energy Code establishes energy efficiencies standards for buildings constructed or enlarged within the City. The standards include regulations on building envelopes, space conditioning, water heating systems, and lighting systems. It is recommended that the 2016 California Energy Code, including appendices, and standards contained therein, published by the California Building Standards Commission, be adopted with one proposed amendment as the Vernon Energy Code. t The proposed amendment is as follows: 1) Administrative establishment of City Permit Fees. Upon approval and adoption of the proposed ordinance, the City is required to file a certified copy of the amendments and justifications with the Commission. 1 '4 f Page 8 of 9 Fiscal Impact There is no fiscal impact to the City by adopting this ordinance. Attachments 1. Proposed ordinance 2. Notice of Public Hearing 3. 2016 California Fire Code, 24 CCR Part 9 4. 2016 California Building Code, 24 CCR Part 2 5. 2016 California Electrical Code, 24 CCR Part 3 6. 2006 Edition of the ICC Electrical Code Administrative Provisions 7. 2016 California Mechanical Code, 24 CCR Part 4 8. 2016 California Plumbing Code, 24 CCR Part 5 9. 2016 California Existing Building Code, 24 CCR Part 10 10. 2015 International Existing Building Code 11. 2016 California Residential Code, 24 CCR Part 2.5 12. 2016 California Green Building Standards Code also called the CALGreen Code, 24 CCR Part 11 13. 2016 California Energy Code, 24 CCR Part 6 t I i I j i i i I I Page 9 of 9 ll�p F VET `7 4r4 ro" 4305 Santa Fe Avenue City of Vernon M Vernon, CA 90058 !A� I V (323)583 8811 S�VELY(NOJ NOTICE OF PUBLIC HEARING The Vernon City Council will conduct a Public Hearing, which you may attend. PLACE: Vernon City Hall City Council Chambers 4305 Santa Fe Avenue Vernon, CA 90058 DATE & TIME: Tuesday,November 15,2016 at 9:00 a.m. REQUEST: Consider the adoption of an Ordinance to amend Chapter 7,Fire Regulations and Chapter 24,Building and Construction of the Vernon Municipal Code and Repealing All Prior Ordinances and Parts of Ordinances in Conflict Therewith REVIEW OF THE DOCUMENTS: Notice is hereby given that a hard copy of the proposed ordinance will be available for public review during normal business hours in the City Clerk Department, located at 4305 Santa Fe Avenue,Vernon,California, between the hours of 7:00 a.m. and 5:30 p.m. Monday through Thursday. PROPOSED CEQA FINDINGS: Staff will recommend that the City Council find that this action is not subject to the California Environmental Quality Act(CEQA)as this ordinance is not considered a "project"under CEQA which is defined as a whole of an action directly undertaken by a public agency which has the potential for resulting in either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment,Cal.Pub.Res.Code Section 21065.Under the proposed ordinance,no such activity is being undertaken. Even if the ordinance were to be considered a "project'under CEQA,which is not the case,the ordinance would be covered by the general rule set forth in CEQA Guidelines Section 15061(b)(3)which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Here,the ordinance involves the adoption of state-mandated construction codes, and the revisions to those codes merely improve the safety of buildings and will not have any effect on the environment. y If you challenge the ordinance, or the CEQA documentation or finding, or any provisions thereof in court, you may be limited to raising only those issues you or someone else raised at the hearing described in this j notice or in written correspondence delivered to the City of Vernon at, or prior to, the meeting. Americans with Disabilities Act(ADA): In compliance with ADA, if you need special assistance to participate in the meeting, please contact the Office of the City Clerk at(323) 583-8811. i The hearing may be continued or adjourned or cancelled and rescheduled to a stated time and place without further notice of a public hearing. If you have any questions or concerns,please contact Derek Wieske, Director of Public Works, Water and Development Services by phone at(323) 583-881I extension 245 or by email at dwieske@ci.vernon.ca.us. Dated: 11/01/16 Maria E. ala, City Clerk i i Oity O7NEARING NOTICE 0;PINGThe Vernon CityCouncil Wiltconduct ,which you mayattend.PLACE: Vernon Citcll Chambers4305Santrnon,CA90058 DATE&TIME`. Tuesday,November 15,2016 at 9:00 a.m. REQUEST: Consider the adoption of an Ordlnarj&to"amend Chapters 7, Fire Regulations and Chapt@r 24, 8ulldlpg and Construction of the Vernon Municipal'.Code and,Repealing All Prior.Ordinances and Parts of Ordinances`in ConflictTherewith REVIEW OF THE DOCUMENTS:' Notice is hereby given that a hard copy of the proposed ordinance will be available for public review during normal business hours in the City Clerk Department,located at4305 Santa Fe Avenue;Vernon,California, between the hours of7:00 a.m.and 5:30 p.m.Monday.through Thursday., PROPOSED CEQA FINDINGS: Staff will recommend that the City Council find that this action is not subject to the California Environmental;Quality Act •(CEQA) as this ordinance is not considered a"project" under CEQA which is defined as a whole of an action directly undertaken by a public agency which has the potential for resulting In either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment,Cal.Pub.Res Code Section 21065.Under the proposed ordinance, no such activity is being undertaken. Even if the ordinance were to be considered a"project'under CEQA,which is not the case,. the ordinance would be covered by the general rule set forth in CEQA Guidelines Section 15061(b)(3)which provides that CEQA applies only to projects which have the potential for causing a:significant effect on! i the environment.Where it,can be seen with certainty that there is no possibility fist the activity in question may have a Significant effect on: the environment,the activity Is not subject to CEQA.Here,the ordinance Involves the adoption of state`-mandated construction codes, and the 'revisions to those codes,merely improve the safety of buildings and will not have any effect on the environment. if you Challenge the ded nonce,or the CEQA documentation or finding,or: any provisions thereof i court,you may be limited to raising only those issues'you or someohe`else raised at the hearing described in this notice; or in written correspondence delivered to the City of Vernon at,or prior to,the mebting. Americans with Disabilities Act,(ADA): In compliance with ADA, if you need special assistence'tc participate in the meeting,please contact the Office of the City Clark at(323)$83-8811. The hearing may be contlnued or adjourned or cancelled and rescheduled to a stated time and place wIthot[tfurther notice of a public hearing. If you have arty questions or confer §,please contact Derek Wleske,Director j of Public N/orks, Water and;CYevelopment Services by phone at (323) 588 8811 externston or ,email at lHYPERLI1riK"mailta:dwfeskeQ ci.verrton.ca.ue, 1 e r�C�. • Dated, 11f01/18 i f /Mvata,City Clerk i i i i I ORDINANCE NO . 1237 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF VERNON AMENDING VARIOUS SECTIONS OF CHAPTERS 7, FIRE REGULATIONS AND 24 , BUILDING AND CONSTRUCTION, OF THE VERNON MUNICIPAL CODE, ALONG WITH AMENDMENTS, ADDITIONS AND DELETIONS AND ADOPTING BY REFERENCE THE FOLLOWING CODES : (1) THE 2016 CALIFORNIA FIRE CODE, 24 CCR PART 9; (2) THE 2016 CALIFORNIA BUILDING CODE, 24 CCR PART 2 ; (3) THE 2016 CALIFORNIA ELECTRICAL CODE, 24 CCR PART 3 ; (4) THE 2006 EDITION OF THE INTERNATIONAL CODE COUNCIL ELECTRICAL CODE ADMINISTRATIVE PROVISIONS; (5) THE 2016 CALIFORNIA MECHANICAL CODE, 24 CCR PART 4 ; (6) THE 2016 CALIFORNIA PLUMBING CODE, 24 CCR PART 5 ; (7) THE 2016 CALIFORNIA EXISTING BUILDING CODE, 24 CCR PART 10; (8) THE 2015 INTERNATIONAL EXISTING BUILDING CODE; (9) THE 2016 CALIFORNIA RESIDENTIAL CODE, 24 CCR PART 2 . 5 ; (10) THE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ALSO CALLED THE CALGREEN CODE, 24 CCR PART 11, AND; (11) THE 2016 CALIFORNIA ENERGY CODE, 24 CCR PART 6 ; REPEALING ALL PRIOR ORDINANCES AND PARTS OF ORDINANCES IN CONFLICT THEREWITH WHEREAS, the City of Vernon by Ordinance No. 1217 adopted the following codes with certain modifications and changes : the 2013 r California Fire Code, the 2013 California Building Code, the 2013 California Electrical Code, the 2006 Edition of the International Code 1 Council Electrical Code Administrative Provisions, the 2013 California Mechanical Code, the 2013 California Plumbing Code, the 2013 California j Existing Building Code, the 2012 International Existing Building Code, j the 2013 California Residential Code, the 2013 California Green i Building Standards Code also called the CALGreen Code, and the 2013 California Energy Code; and WHEREAS, the City codified said Ordinance in Chapters 7 and 24 of the Vernon Municipal Code; and WHEREAS, every three years, the California Building Standards ti I i I I Commission ( "Commission" ) adopts the California Building Standards Code ( "CBSC" ) Title 24 of the California Code of Regulations, which establish uniform standards for all occupancies in the state for the construction and maintenance of buildings, plumbing systems, mechanical systems, electrical systems and fire and life safety systems; and WHEREAS, since the passage of Ordinance No. 1217, the Commission adopted a new edition of the CBSC which shall apply to all occupancies and become effective on January 1, 2017 ; and WHEREAS, California Health and Safety Code Sections 17958, 17958 . 5 and 17958 . 7, allow certain amendments to the CBSC to be made by a local government provided express findings are made to show that such modifications or changes are reasonably necessary because of local climatic, geological or topographical conditions; and WHEREAS, the amendments, deletions and additions to the CBSC set forth in this Ordinance are based upon the express findings set forth under a separate resolution; and WHEREAS, pursuant to Sections 50022 . 2 et seq. of the California Government Code, which authorizes the City to adopt the CBSC and other uniform and model codes, the City intends to adopt with 1 amendments : (a) the 2006 Edition of the International Code Council i Electrical Code Administrative Provisions, (b) Chapters A2 and A5 and repair criteria of the 2015 International Existing Building Code, l published by the International Code Council, as the minimum seismic i retrofit requirements for buildings of tilt-up and concrete frame construction types for those property owners who voluntarily propose to jretrofit their buildings, and (c) the Uniform Code for Abatement of Dangerous Buildings, 1997 Edition, published by the International Conference of Building Officials which code was previously adopted in i ! - 2 - I Ordinance No. 1073 , remains unchanged, and shall be the standard for the repair of structures damaged during a disaster event; and WHEREAS, the administrative amendments to the CBSC provide for a Board of Appeals and authorize the City Council to determine the membership of said Board of Appeals; and i WHEREAS, pursuant to Government Code Section 50022 . 3 , the i City Council on November 15, 2016, gave a first reading to this Ordinance and the titles of said codes to be adopted and standards, and 1 a duly noticed public hearing was held on December 6, 2016, for the I { purpose of considering the adoption of said Codes . THE CITY COUNCIL OF THE CITY OF VERNON HEREBY ORDAINS : SECTION 1 : The City Council of the City of Vernon hereby i i finds and determines that all of the foregoing recitals are true and i i correct . SECTION 2 : 2016 California Fire Code Adopted. The City of Vernon hereby adopts by reference the 2016 California Fire Code as published by the California Building Standards Commission, California Code of Regulations, Title 24, Part 9, including appendices A, B, BB, D, and H and all standards contained therein, including all applicable tables, indices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California Fire Code is hereby 1 j referred to and by such reference is incorporated herein as if fully set forth. SECTION 3 : 2016 California Building Code Adopted. The City of Vernon hereby adopts by reference the 2016 California Building Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 2 , Volumes 1 and 2 , i Appendices H and J, and all standards contained therein, including all i 3 i applicable tables, indices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California Building Code is hereby referred to and by such reference is incorporated herein as if fully set forth. SECTION 4 : 2016 California Residential Code Adopted. The City of Vernon hereby adopts by reference the 2016 California f published b the California Residential Code and Appendix V thereof, as ub PP � P Y Building Standards Commission, California Code of Regulations, Title 24 , Part 2 . 5 , including all of its tables, indices, appendices and footnotes . Except as otherwise provided herein, or as later amended, said California Residential Code is hereby referred to and by such reference is incorporated herein as if fully set forth. SECTION 5 : 2016 California Electrical Code Adopted. The City of Vernon hereby adopts by reference the 2016 California Electrical Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 3 , including all of its tables, indices, appendices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California Electrical Code is hereby referred to and by such reference is incorporated herein as if fully set forth. SECTION 6 : 2006 International Code Council Electrical Code Administrative Provisions Adopted. The City of Vernon hereby adopts by reference the 2006 International Code Council Electrical Code Administrative Provisions, as published by the International Code Council Inc . , including all of its tables, indices, appendices, addenda and footnotes . Except as otherwise provided herein or later amended, said International Code Council Electrical Code Administrative Provisions is hereby referred to and by such reference is incorporated 4 - herein as if fully set forth. SECTION 7 : 2016 California Plumbing Code Adopted. The City of Vernon hereby adopts by reference the 2016 California Plumbing Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 5, including all of its tables, indices, appendices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California Plumbing Code is hereby referred to and by such reference is incorporated herein as if fully set forth. SECTION 8 : 2016 California Mechanical Code Adopted. The City of Vernon hereby adopts by reference the 2016 California Mechanical Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 4, including all of its tables, indices, appendices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California Mechanical Code is hereby referred to and by such reference is incorporated herein as if fully set forth. SECTION 9 : 2016 California Existing Building Code Adopted. The City of Vernon hereby adopts by reference Appendix Chapter Al of the 2016 California Existing Building Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 10, including all tables, indices, appendices, addenda and footnotes contained therein. Except as otherwise provided herein, or as later amended, said California Existing Building Code is hereby referred to and by such reference is incorporated herein as if fully set forth. SECTION 10 : 2015 International Existing Building Code Adopted. The City of Vernon hereby adopts by reference the 2015 5 - International Existing Building Code, as published by the International Code Council, Inc . , including all of its tables, indices, appendices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said 2015 International Existing Building Code, is hereby referred to and by such reference is incorporated herein as if fully set forth. SECTION 11 : 2016 California Green Building Standards Code Adopted. The City of Vernon hereby adopts by reference the 2016 California Green Building Standards Code, also known as CALGreen Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 11, including applicable tables, indices, appendices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California Green Building Standards Code is hereby referred to and by such reference is incorporated herein as if fully set forth. The voluntary provisions in Appendix Chapter A-4 and Chapter A-5 are not adopted as mandatory compliance features at this time. j SECTION 12 : 2016 California Energy Code Adopted. The City j of Vernon hereby adopts by reference the 2016 California Energy Code, 1 i as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 6, including all of its 1 jtables, indices, appendices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California Energy Code is hereby referred to and by such reference is incorporated herein as if fully set forth. SECTION 13 : Section 7 . 10 of Chapter 7 of the Vernon Municipal Code is hereby amended to read as follows : Sec. 7 .10 . 2016 California Fire Code, adopted. - 6 - The City of Vernon hereby adopts by reference the 2016 California Fire Code as published by the California Building Standards Commission, California Code of Regulations, Title 24, Part 9, including appendices A, B, BB, D, and H and all standards contained therein, including all applicable tables, indices, addenda and footnotes. Except as otherwise provided herein, or as later amended, said California Fire Code is hereby referred to and by such reference is incorporated herein as if fully set forth and are hereby adopted by reference as the Fire Code of the City of Vernon. SECTION 14 : Section 7 . 12 of Chapter 7 of the Vernon Municipal Code is hereby amended to read as follows : Sec. 7 . 12 . Amendments, additions, and deletions. i The 2016 California Fire Code is hereby amended as follows : (a) Section 104 . 7 . 2 , technical assistance, of the 2016 Edition of the California Fire Code is hereby amended to add the following sentence to the end of the paragraph to read as follows : When there is a fire, explosion, hazardous materials incident, or other potential life or serious property threatening situation, the fire code official can request the owner, occupant, or operator to hire a private fire protection or hazardous materials investigator, acceptable to the fire code official and at the expense of the owner or operator, to provide a full report of the incident, including, without limitation, such matters as origin, cause, circumstances or proposed solutions to the problem. (b) Section 104 . 12 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 104 . 12 False alarms . The fire code official is authorized to 7 - assess a service charge, as set forth by resolution, against the person owning or responsible for an alarm system when a fire department response occurs as a result of the third false alarm at the same address or location within any twelve month period, and for each subsequent false alarm thereafter, or against any person who intentionally, or in violation of the law reports, or causes to be reported, a false alarm to any department of the City of Vernon that an emergency exists requiring immediate or emergency response by the City of Vernon Fire Department . (c) Section 104 . 13 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 104 . 13 Vehicle/trailer creating hazard. Whenever it is determined by a fire code official or his representative that an unattended or attended vehicle/trailer parked or stopped upon any public street, road, alley, right-of-way, or upon private property, 1 creates an immediate danger or fire hazard to itself, other vehicles, persons, or surrounding property, the fire code official shall request the local law enforcement agency to cause the removal of the vehicle/trailer to a safe location, and the local law enforcement agency shall cause the removal at the expense of the registered owner of the vehicle/trailer, and a notice of the removal shall be given to the registered owner as soon as feasible . i (d) Section 104 . 14 is hereby added to Chapter 1 of the 2016 i Edition of the California Fire Code to read as follows : 104 . 14 Outside obstructions . No person shall park or place any material or vehicle in any established exit way, driveway, gateway, or alleyway between buildings that would hamper the ingress of fire equipment in case of a fire, explosion, hazardous materials incident, - 8 - or other potential life or serious property threatening situation. When in the opinion of the fire code official or his representative, any driveway, gateway, or alleyway between buildings is so obstructed by objects, materials, or vehicles as to impede the ingress or egress of said way, it shall be removed immediately upon order of the fire code official or his representative . When such obstruction is a vehicle, it may be removed or impounded at the owner' s expense and as prescribed by law. 3 (e) Section 104 . 15 is hereby added to Chapter 1 of the 2016 I Edition of the California Fire Code to read as follows : 104 . 15 Fire safety officer. When in the opinion of the fire code official, it is necessary for the preservation of life and property, due to the hazardous nature of an event, production, operation, or function, the fire code official shall require the owner, agent, production company, or lessee to employ or cause the employment of one or more fire department safety officers to be on duty at such place during such activity. (f) Section 105 . 1 . 7 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 105 . 1.7 Investigation fees; work without a permit. Whenever any work, operation or action for which a permit is required by this i code has been commenced without first obtaining said permit, an I investigation shall be made before a permit may be issued for such work. An investigation fee, in addition to the permit fee, shall be collected whether or not a permit is then subsequently issued. The investigation fee shall be double the amount of the permit fee set forth in the fee schedule. The payment of such investigation fee shall not exempt any person from compliance with all other provisions of this i - 9 - code, nor from any penalty prescribed by law. (g) Section 105 . 1 . 1 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 105 .1.1 Permits required. Permits required by this code shall be obtained from the fire code official . Issued permits shall be conspicuously displayed on the premises designated therein at all times and shall be readily available for inspection by code officials . Permit fees shall be as set forth in a fee schedule adopted by resolution by the City Council . (h) Section 105 . 6 . 26 of the 2016 Edition of the California Fire Code is hereby amended to read as follows : 105.6 .26 Lumber yards, woodworking plants, and pallet storage. A permit is required for storage or processing of lumber exceeding 100, 000 board feet (8, 333ft3) (236m3) , or outside pallet storage in excess of 240 units and inside storage in excess of 64 units . (i) Section 105 . 6 . 50 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 105 .6 .50 General use permit. In addition to the permits required by Section 105 . 6, a general use permit shall be obtained from the fire code official for any activity or operation not specifically addressed in this article, which in the judgment of the fire code official, is possible or likely to produce conditions hazardous to life or property. (j ) Chapter 1, Section 105 . 7 . 19 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 105 .7 . 19 High-piled storage. A construction permit is required for installation or modification of high-piled combustible - 10 - storage in racks . When using any building or portion thereof exceeding twenty-five hundred (2 , 500) square feet for high-piled combustible storage in racks, a floor plan showing the dimensions and location of the rack system shall be submitted with the application for such permits . (k) Section 105 . 8 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 105. 8 Responsibility of permittee. Fire permits shall be presumed to incorporate the provision that the applicant, the applicant' s agent, employees or contractors shall carry out the proposed work in accordance with the approved plans and with all requirements of this code and any other laws or regulations applicable thereto, whether specified or not . No approval shall relieve or exonerate any person from the responsibility of complying with the provisions and intent of this code . (1) Section 113 . 6 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 113 . 6 Fees for services, establishment; review. The fire code official is authorized to collect fees for services established or modified by resolution of the City Council . The fire code official shall review fees charged for such services at least annually and shall, with approval of the City Administrator, recommend changes to the council when costs for such services make it appropriate . (m) Section 113 . 7 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 113 .7 Operational permit fees. The fee set forth and established for the particular activity by a resolution of the City Council shall accompany all operational permits required pursuant to - 11 - the provisions of this code . (n) Section 113 . 8 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 113 . 8 Construction permit fees. Construction permit fees shall be paid at the time of the permit issuance. In addition to the permit fee, the applicant shall pay a plan check fee. The fee set forth and established for the particular activity by a resolution of the City Council shall accompany all construction permits required pursuant to the provisions of this code . ` (o) Section 113 . 9 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : 113 . 9 Re-inspection fee. Whenever an inspection is scheduled under Section 105 . 2 . 2 and the permittee is not ready for inspection and does not inform the fire code official or his delegate at least 2 hours prior to the scheduled inspection, a re-inspection fee may be assessed. F (p) Section 114 is hereby added to Chapter 1 of the 2016 Edition of the California Fire Code to read as follows : F SECTION 114 - RESPONSIBILITY 114 . 1 Responsibility for costs. Persons who personally or through another, willingly, negligently, or in violation of law set a fire, allow a fire to be set, allow a fire kindled or attended by them a to escape from their control, allow any hazardous material to escape i from their control, neglect to properly comply with any written notice i r of the fire chief, or willfully or negligently allow the continuation f of a violation of this code and amendments thereto, are liable for the f direct and indirect expenses of fighting the fire, any investigation, or for direct and indirect expenses incurred during a hazardous j materials incident . Such expenses shall be a charge against that s i - 12 - i person. Such charge shall constitute a debt of such person, and is collectible by the City in the same manner as in the case of an obligation under a contract, expressed or implied and a lien may be attached to the involved property. (q) The definitions of "awning, " "false alarm, " "fire chief, " "fire code official, " "fire safety officer, " and "safety container" are hereby added or amended to Section 202 of Chapter 2 of the 2016 Edition of the California Fire Code in alphabetical order to read as follows : AWNING. An architectural projection that provides weather protection, identity, or decoration and is wholly supported by the building to which it is attached. An awning is comprised of a lightweight frame structure over which a covering is attached. FALSE ALARM. The willful and knowing initiation or transmission of a signal, message or other notification of an event of fire when no such danger exists, or the activation of any fire alarm system due to malfunction, mechanical or electrical defect, improper operation or procedure by any person, or a false oral or written report to any department of the City of Vernon that an emergency exists requiring immediate or emergency response by the Vernon Fire Department . FIRE CHIEF. The chief officer of the fire department serving the jurisdiction or his/her designee . FIRE CODE OFFICIAL. The fire chief or other member of the fire service appointed by the fire chief charged with the administration and enforcement of this code . r FIRE SAFETY OFFICER. A sworn member of the fire department serving the jurisdiction assigned to preserve life and property at a location, due to the hazardous nature of the activity of an event, production, - 13 - operation, or function. SAFETY CONTAINER. An approved container of not over 5 gallons capacity, having a self-closing lid and spout cover. (r) Section 304 . 1 . 1 . 1 of the 2016 Edition of the California Fire Code is hereby added to read as follows : 304 .1. 1.1 Waste material near photovoltaic array system. Accumulation of waste material shall not be permitted underneath nor within 10 feet from a mounted photovoltaic array system. (s) Section 311 . 2 .2 Exceptions 1 and 2 , of the 2016 Edition of the California Fire Code are hereby deleted. (t) Section 312 . 2 of the 2016 Edition of the California Fire Code is hereby amended to read as follows : 312 .2 Guard posts . Guard posts shall comply with all of the s following requirements : 1 . Constructed of steel not less than 8 inches (204mm) in diameter and concrete filled. 2 . Spaced no more than 4 feet (1219mm) between posts on E center. 3 . Set not less than 4 feet (1219mm) deep in a concrete i footing of not less than 18 inches (457 . 2 mm) in i i diameter. { i 4 . Set with the top of the posts not less than 4 feet (1219mm) above ground. { 5 . Located not less than 3 feet (914 mm) from the protected 1 object . 6 . Posts shall be painted safety yellow. i (u) Section 315 .4 . 3 is hereby added to Chapter 3 of the 2016 i Edition of the California Fire Code to read as follows : i i t - 14 - 315.4 .3 Pallet storage height and total accumulation for storage. Pallet storage in the open shall not exceed 15 feet (4 , 572 mm) in height and a total aggregate content not exceeding 6 , 750 cubic feet . Aisle separation of 15 feet (4 , 572 mm) is required before the next pile or stack is created. Storage of pallets in excess of 240 pallets requires a permit per Sec . 105 . 6 .25 . (v) Section 315 .4 . 4 is hereby added to Chapter 3 of the 2016 Edition of the California Fire Code to read as follows : 315 .4 .4 Pallets . All pallets must be stacked so that there is visibility through the stacks to the adjacent aisles, or so organized to assure that no temporary living facilities or places of refuge are hidden from view. Pallets shall be stacked or piled with due regard to the stability of piles, and in no case higher than 15 feet (4 , 572 mm) . (w) Section 315 .4 .4 . 1 is hereby added to Chapter 3 of the 2016 Edition of the California Fire Code to read as follows : i 315 .4 .4 . 1 Clearance around pallets. Aisles between and around open pallet stacks shall be at least 15 feet (4, 572 mm) in width and 'f maintained free from accumulated rubbish, equipment, or other articles ' or materials . i (x) Chapter 3 , Section 315 .4 .4 . 2 is hereby added to Chapter i 3 of the 2016 Edition of the California Fire Code to read as follows : j 315 .4 .4 .2 Pallet storage next to structure/awning. When pallets are stored near a structure/awning, the height of the storage i j shall be restricted to no higher than the structure/awning and cannot exceed the height of the structure/awning, or 15 feet (4 , 572 mm) , i whichever is less . l { (y) Section 503 . 2 . 1 of the 2016 Edition of the California i Fire Code is hereby amended to read as follows : - 15 - 503 .2 .1. Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than 27 feet (8, 229 mm) and an unobstructed vertical clearance of not less than 15 feet (4 , 472 mm) . (z) Section 505 . 1 of the 2016 Edition of the California Fire Code is hereby amended to read as follows : 505 .1 Address identification. New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Where required by the fire code official, address numbers shall be provided in additional approved locations to facilitate emergency response . Address numbers shall be a minimum of 12 inches high with a minimum width of 2 inches . Where access is by means of a private road and the building cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address numbers shall be maintained. (aa) Section 507 . 5 of the 2016 Edition of the California Fire Code is hereby amended to read as follows : 507 .5. Fire hydrant systems. When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the fire code official . (bb) Section 507 . 5 . 5 of the 2016 Edition of the California Fire Code is hereby amended to read as follows : 507 .5.5 . Clear space around hydrants. Clear space of 31 feet ' - 16 - (9448 . 8 mm) in front of, 4 feet (914 mm) in rear of and 10 feet (3048 mm) on both sides shall be maintained around each onsite hydrant . (cc) Section 901 .4 . 7 is hereby added to Chapter 9 of the 2016 Edition of the California Fire Code read as follows : 901.4 .7 Protection of fire protection systems and equipment. Fire protection systems and equipment subject to possible vehicular damage shall be adequately protected with guard posts in accordance with Section 312 Vehicle Impact Protection, and modifications adopted under this code . (dd) Section 2404 . 2 of the 2016 Edition of the California Fire Code is hereby amended to read as follows : 2404 .2 . Location of spray-finishing operations . All inside or outside spray-finishing operations shall be conducted in an approved spray booth constructed in accordance with Section 2404 . (ee) Section 5601 . 1 of the 2016 Edition of the California Fire Code is hereby amended to read as follows : r 5601.1. Prohibited and limited acts. Explosive materials shall not be manufactured, tested or stored within the limits of the City of Vernon. (ff) Section 5704 . 2 . 9 . 6 . 1 of the 2016 Edition of the California Fire Code is hereby amended to read as follows : 5704 .2 . 9 . 6 .1. Locations where above-ground tanks are i 1 prohibited. Storage of Class I and Class II liquids in above ground i tanks outside of buildings within the City of Vernon and in areas 1, 000 I feet (304 , 800 mm) or more from the outside boundary of a kindergarten through 12th grade public school shall be in approved containers not exceeding 10, 000 gallons in size . In areas of a lot or parcel within 1, 000 feet (304 , 800 mm) of the outside boundary of said school, the 17 - only Class I or Class II liquids approved for storage in above ground tanks is diesel fuel which shall be in approved containers and shall be limited to either two (2) 1, 000 gallon tanks or one (1) 2 , 000 gallon tank. (gg) Section 6101 .4 is hereby added to Chapter 61 of the 2016 Edition of the California Fire Code to read as follows : 6101.4 Inside storage or use. No LP-gases of any type or mixture shall be permitted in any occupancy either for sale, use or storage without approval of the fire code official . (hh) Section 6103 . 2 . 2 . 1 is hereby added to Chapter 61 of the 2016 Edition of the California Fire Code to read as follows : 6103 .2 .2 . 1 Portable containers on motorized equipment. The use of portable containers of LP-gas as motorized equipment fuel in occupancies is limited as follows : LP-gas fuel tanks on motorized t equipment are limited to two per vehicle with a combined capacity not to exceed 50 pounds . Refilling of tanks shall not be permitted within the occupancy and shall be permitted only in approved locations determined by the fire code official . (ii) Section 6104 . 1 of the 2016 Edition of the California Fire Code is hereby amended to read as follows : 6104 .1. Storage of liquefied petroleum gases . Storage and transportation of LP-gas and the installation and maintenance of pertinent equipment shall be in accordance with NFPA 58 and shall be subject to the approval of the fire code official . Storage is permitted within the limits of the City of Vernon except within 1, 000 feet (304, 800 mm) of a kindergarten through 12th grade public school . Exception: Storage of LP-gas not exceeding 2 , 000 gallons per parcel in approved containers is permitted in all areas within the - 18 - limits of the City of Vernon. (jj ) Section 6104 . 3 . 3 is hereby added to Chapter 61 of the 2016 Edition of the California Fire Code to read as follows : 6104 .3 .3 Tank orientation. Unless special protection is provided and approved by the fire code official, containers of LP-gas shall be oriented so that their longitudinal axes do not point toward other LP-gas containers, vital process equipment, control rooms, loading stations, flammable liquid storage tanks or required fire access roads . (kk) Table B105 . 2 of Appendix B of the 2016 Edition of the California Fire Code is hereby amended to read as follows : TABLE B105.2 REQUIRED FIRE-FLOW FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES Automatic Sprinkler System Minimum Fire-Flow Flow Duration !' (Design Standard) (gallons per minute) (hours) 5 No automatic sprinkler system Value in Table B105.1(2) Duration in Table B105.1(2) Section 903.3.1.1 of the 50% of the value in Table Duration in Table B105.1(2) California Fire Code B105.1(2)a at the reduced flow rate Section 903.3.1.2 of the 50% of the value in Table Duration in Table B105.1(2) California Fire Code B105.1(2)a at the reduced flow rate For SI: 1 gallon per minute =3.785 Um. a. The reduced fire-flow shall be not less than 1,500 gallons per minute. (11) Appendix C, of the 2016 Edition of the California Fire Code is hereby deleted. (mm) Section D103 . 1 of Appendix D of the 2016 Edition of the California Fire Code is hereby amended to read as follows : D103 . 1. Access road. The dimension of the fire access road I turnarounds shall be in accordance with City of Vernon standards . SECTION 15 : Section 7 . 11 of Chapter 7 of the Vernon Municipal Code is hereby amended to read as follows : - 19 - (a) Whenever the word "jurisdiction" is used in the California Fire Code, it shall be held to mean the City. (b) Whenever the term "corporation counsel" is used in the California Fire Code, it shall be held to mean the attorney for the City. SECTION 16 : Section 7 . 12-1 of Chapter 7 of the Vernon Municipal Code is hereby amended to read as follows : Sec. 7 .12-1. Enactment of penalty sections. All offenses set forth in this Article II shall be enforced pursuant to this Ordinance and section 1 . 8-1 of the Vernon Municipal Code. SECTION 17 : Section 7 . 13 of Chapter 7 of the Vernon Municipal Code is hereby amended to read as follows : Sec. 7 .13 . Application for permit and issuance. All applications for permits to construct as required under the provisions of the California Fire Code shall be accompanied by plan check and permit fees established in a fee schedule adopted by the city council . (a) To obtain a permit, the applicant shall first file an application therefor in writing on a form furnished by the director of community services for that purpose. (b) Plans, engineering calculations, diagrams and other data shall be submitted in a minimum of four sets with each application for a permit . The director of community services may require plans and calculations to be prepared and designed by an engineer licensed by the State to practice as such. t (c) Permit issuance shall be in accordance with the provisions of the California Building Code as adopted and may be amended by the City Council of the City of Vernon. - 20 - SECTION 18 : Section 24 . 10 of Article II of Chapter 24, Building and Construction, of the Code of the City of Vernon is hereby amended to read as follows : Sec. 24 .10 . 2016 California Building Code, adopted. The City of Vernon hereby adopts by reference the 2016 California Building Code as published by the California Building Standards Commission, California Code of Regulations, Title 24, Part 2 . Volumes 1 and 2 , and Appendices H and J, and all standards contained therein, including all applicable tables, indices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California Building Code is hereby referred to and by such reference is incorporated herein as if { fully set forth and is hereby adopted by as the Building Code of the t 1 City of Vernon. i SECTION 19 : Section 24 . 11 of Article II of Chapter 24 the Vernon Municipal Code is hereby amended to read as follows : i i Sec. 24 .11. Building Code amendments, additions, and deletions . The 2016 California Building Code is hereby amended as { follows : (a) Section 105 . 8 is hereby added to Chapter 1 of the 2016 Edition of the California Building Code to read as follows : i 105 . 8 Responsibility of permittee. Building permits shall be presumed to incorporate the provision, that the applicant, the applicant' s agent, employees or contractors shall carry out the proposed work in accordance with the approved plans and with all the requirements of the code and any other law or regulations applicable thereto, whether specified or not . No approval shall exonerate any person from the responsibility of complying with the provisions or intent of the code . - 21 - (b) Section 110 . 7 is hereby added to Chapter 1 of the 2016 Edition of the California Building Code to read as follows : 110.7 Reinspection. A reinspection fee may be assessed for each inspection or reinspection when such portion of the work for which an inspection is called is not complete or when corrections called for are not made . Reinspection fees may be assessed when the inspection record card is not posted or otherwise available at the work site, the approved plans are not readily available to the inspector, for failure to provide access on the date and time for which the inspection is requested, or for deviating from the plans requiring the approval of the building official . In instances where reinspection fees have been assessed, the city may deny additional inspection of the work until the required fees are paid. (c) Section 111 . 1 of the 2016 Edition of the California Building Code is hereby amended to read as follows : f 111.1 Use and occupancy. No building or structure shall be s used or occupied, and no change in the existing use or occupancy classification of a building or structure or portion thereof shall be made until the building official has issued a certificate of occupancy s therefore as provided herein. `Change in Use' shall include, but not be limited to, any change in occupancy classification or any change of tenancy of a building for which a new business license or certificate of occupancy is required under the Code of the City of Vernon. When determined by the building official that a special inspection is required to determine compliance with the Code of the City of Vernon or S j with this code for a certificate of occupancy, an inspection fee shall i i - 22 - i i be paid as set forth by resolution of the City Council . Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the Code of the City of Vernon, of this code, or of any other ordinances of this jurisdiction. A certificate of occupancy which presumes to give authority to violate or cancel the provisions of the Code of the City of Vernon, of this code, or of any other ordinance shall not be valid. Exception: Certificates of occupancy are not required for work exempt from permits under Section 105 . 2 . A certificate of occupancy shall not be required for a change in Tenancy of a Group R Occupancy. (d) Section 1505 . 1 of the 2016 Edition of the California Building Code is hereby amended to read as follows : 1505 .1 Roof assembly requirements . The roof assembly on any structure regulated by this code shall be as specified in Table 1505 . 1 except that only fire retardant roof coverings meeting class A or B roofing assemblies are permitted in the City of Vernon. Roof coverings required to be listed by this section shall be tested in accordance with ASTM E 108 or UL 790 . The roofing assembly includes the roof deck, underlayment, interlayment, insulation and covering, which is assigned a roof classification. Exception: Skylights and sloped glazing that comply with Chapter 24 or Section 2610 . (e) Section 1507 . 3 . 1 of the 2016 Edition of the California Building Code is hereby amended to read as follows : 1507 .3 . 1 Deck requirements. Concrete and clay tile shall be s installed only over solid structural sheathing boards . (f) Section 1613 . 5 . 2 is added to Chapter 16 of the 2016 23 - Edition of the California Building Code to read as follows : 1613 .5 .2 Structural Separation. Modify ASCE 7 Section 12 . 12 . 3rEquation 12 . 12-1 to read as follows : S = C d U max M T e (12 . 12-1) (g) Section 1613 . 5 . 3 is added to Chapter 16 of the 2016 Edition of the California Building Code to read as follows : i 1613 .5 .3 Values for Vertical Combinations . Modify ASCE 7 j Section 12 . 2 . 3 . 1 Exception 3 as follows : j 3 . Detached one- and two-family dwellings up to two stories f in height of light frame construction. (h) Section 1613 . 5 .4 is hereby added to Chapter 16 of the 2016 Edition of the California Building Code to read as follows : I 1613 .5.4 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 nails subject to withdrawal nor shall wood ledgers or framing be used in cross-grain bending or cross-grain tension. The diaphragm sheathing shall not be considered effective 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 masonry walls shall comply with the following: 1 . The spacing of continuous ties shall not exceed 40 feet . Added chords of diaphragms may be used to form subdiaphragms to transmit the anchorage forces to the main continuous crossties . 24 - 2 . The maximum diaphragm shear used to determine the depth of the subdiaphragm shall not exceed 75% of the maximum diaphragm shear. (i) Section 1613 . 5 . 5 is hereby added to Chapter 16 of the 2016 Edition of the California Building Code to read as follows : 1613 .5.5 Maximum SDs Value in Determination of C. and E,,. Modify ASCE 7 Section 12 . 8 . 1 . 3 as follows : 12 . 8 . 1.3 Maximum SDs Value in Determination of Cs and Ev. The value of CS and Ev are permitted to be calculated using a value of SDs equal to 1 . 0 but not less than 70% of SDs as defined in Section 11 .4 .4 , provided that all of the following criteria are met : 1 . The structure does not have irregularities, as defined in Section 12 . 3 . 2 ; 2 . The structure does not exceed five stories above the lower of the base or grade plane as defined in Section 11 . 2 , and, where present, each mezzanine level shall be considered a story for the purpose of this limit; 3 . The structure has a fundamental period, T, that does not exceed 0 . 5 seconds, as determined using Section 12 . 8 . 2 ; 4 . The structure meets the requirements necessary for the redundancy factor, p, to be permitted to be taken as 1 . 0, in accordance with Section 12 . 3 . 4 . 2 ; i 5 . The site soil properties are not classified as Site Classes E or F, as defined in Section 11 .4 . 2 ; and 6 . The structure is classified as Risk Category I or II, as { I defined in Section 1 . 5 . 1 . (j ) Section 1613 . 7 is hereby added to Chapter 16 of the 2016 { Edition of the California Building Code to read as follows : I - 25 - i i 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 . 30) . These regulations establish minimum standards for seismic force resistance to reduce the risk of injury or loss of life in the event of earthquakes . 1613 .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- resisting system above the base level diaphragm shall be in accordance with the provisions for seismic and wind design as required elsewhere in this division. Exception: Non-habitable accessory buildings and decks not supporting or supported from the main building are exempt from these regulations . 1613 .7 .3 Definitions. For the purposes of this section certain terms are defined as follows : BASE LEVEL DIAPHRAGM is the floor at, or closest to, the top of the highest level of the foundation. DIAPHRAGM ANCHORS are assemblies that connect a diaphragm to the adjacent foundation at the uphill diaphragm edge . DOWNHILL DIRECTION is the descending direction of the slope approximately perpendicular to the slope contours . FOUNDATION is concrete or masonry which supports a building, including footings, stem walls, retaining walls, and grade beams . FOUNDATION EXTENDING IN THE DOWNHILL DIRECTION is a - 26 - foundation running downhill and approximately perpendicular to the uphill foundation. i HILLSIDE BUILDING is any building or portion thereof i j 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 E building. i x PRIMARY ANCHORS are diaphragm anchors designed for and s' providing a direct connection as described in Sections 1613 . 7 . 5 and 3 j 1613 . 7 . 7 . 3 between the diaphragm and the uphill foundation. SECONDARY ANCHORS are diaphragm anchors designed for and i s providing a redundant diaphragm to foundation connection, as described l in Sections 1613 . 7 . 6 and 1613 . 7 . 7 .4 . UPHILL DIAPHRAGM EDGE is the edge of the diaphragm adjacent and closest to the highest ground level at the perimeter of the i ' diaphragm. i a UPHILL FOUNDATION is the foundation parallel and closest to 1 1 the uphill diaphragm edge . { 1613 .7 .4 Analysis and Design. 1613 .7 .4 .1 General . Every hillside building within the scope i of this section shall be analyzed, designed, and constructed in accordance with the provisions of this code . When the code-prescribed i i wind design produces greater effects, the wind design shall govern, but g detailing requirements and limitations prescribed in this and referenced sections shall be followed. 1613 .7 .4 .2 Base Level Diaphragm-Downhill Direction. The t E following provisions shall apply to the seismic analysis and design of the connections for the base level diaphragm in the downhill direction. 27 - 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 wall and building frame systems . The total base shear shall include the forces tributary to the base level diaphragm including forces from the base level diaphragm. 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 .5.2 Location of Primary Anchors. A primary anchor and diaphragm strut shall be provided in line with each foundation extending in the downhill direction. Primary anchors and diaphragm struts shall also be provided where interior vertical lateral-force- resisting elements occur above and in contact with the base level diaphragm. The spacing of primary anchors and diaphragm struts or collectors shall in no case exceed 30 feet (9144 mm) . 1613 .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 designed to resist seismic forces below the base level diaphragm in the downhill direction: 1 . Wood structural panel wall sheathing, 2 . Cement plaster and lath, - 28 - 3 . Gypsum wallboard, and 4 . Tension only braced frames . Braced frames designed in accordance with the requirements of Section 2205 . 2 . 1 . 2 may be used to transfer forces from the primary anchors and diaphragm struts to the foundation provided lateral forces i do not induce flexural stresses in any member of the frame or in the I diaphragm struts . Deflections of frames shall account for the variation in slope of diagonal members when the frame is not rectangular. I 1613 .7 . 6 . Base Shear Resistance-Secondary Anchors. i i 1613 .7 . 6 . 1 General. In addition to the primary anchors required by Section 1613 . 7 . 5, the base shear in the downhill direction shall be resisted through secondary anchors in the uphill foundation i connected to diaphragm struts in the base level diaphragm. i I Exception: Secondary anchors are not required where foundations extending in the downhill direction spaced at not more than 30 feet (9144 mm) on center extend up to and are directly connected to the base level diaphragm for at least 70% of the diaphragm depth. 1613 .7 . 6 .2 Secondary Anchor Capacity and Spacing. Secondary anchors at the base level diaphragm shall be designed for a minimum force equal to the base shear, including forces tributary to the base level diaphragm, but not less than 600 pounds per lineal foot (8 . 76 F kN/m) . The secondary anchors shall be uniformly distributed along the uphill diaphragm edge and shall be spaced a maximum of 4 feet (1219 mm) on center. 1613 .7 .6 .3 Design. Secondary anchors and diaphragm struts shall be designed in accordance with Section 1613 . 7 . 8 . 1613 .7 .7 Diaphragms Below the Base Level-Downhill Direction. The following provisions shall apply to the lateral analysis and design i 1 - 29 - of the connections for all diaphragms below the base level diaphragm in the downhill direction. 1613 .7 .7 . 1 Diaphragm Defined. Every floor level below the base level diaphragm shall be designed as a diaphragm. 1613 .7 .7 .2 Design Force. Each diaphragm below the base level diaphragm shall be designed for all tributary loads at that level using a minimum seismic force factor not less than the base shear coefficient . 1613 .7 .7 .3 Design Force Resistance-Primary Anchors . The design force described in Section 1613 . 7 . 7 . 2 shall be resisted through primary anchors from diaphragm struts provided in each diaphragm to the foundation. Primary anchors shall be provided and designed in accordance with the requirements and limitations of Section 1613 . 7 . 5 . 1613 .7 .7 .4 Design Force Resistance-Secondary Anchors. 1613 .7 .7 .4 .1 General. In addition to the primary anchors i required in Section 1613 . 7 . 7 . 3 , the design force in the downhill direction shall be resisted through secondary anchors in the uphill foundation connected to diaphragm struts in each diaphragm below the 1 base level . i Exception: Secondary anchors are not required where foundations extending in the downhill direction, spaced at not more than 30 feet (9144 mm) on center, extend up to and are directly connected to each diaphragm below the base level for at least 70% of the diaphragm depth. 1613 .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 300 pounds per lineal foot (4 . 38 kN/m) . The secondary anchors shall be uniformly - 30 - distributed along the uphill diaphragm edge and shall be spaced a maximum of four feet (1219 mm) on center. 1613 .7 .7 .4 .3 Design. Secondary anchors and diaphragm struts shall be designed in accordance with Section 1613 . 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 provisions : 1 . Fasteners . All bolted fasteners used to develop connections to wood members shall be provided with square plate washers at all bolt heads and nuts . Washers shall be minimum 0 . 229 inch by 3 inches by 3 inches (5 . 82 mm by 76 mm by 76 mm) in size . Nuts shall be tightened to finger tight plus one half (1/2) wrench turn prior to covering the framing. i 2 . Fastening. The diaphragm to foundation anchorage shall z not be accomplished by the use of toenailing, nails subject to 1 withdrawal, or wood in cross-grain bending or cross-grain tension. 3 . Size of Wood Members . Wood diaphragm struts collectors, and other wood members connected to primary anchors shall not be less than 3 inch (76 mm) nominal width. The effects of eccentricity on wood members shall be evaluated as required per Item 9 . 4 . Design. Primary and secondary anchorage, including jdiaphragm struts, splices, and collectors shall be designed for 125% of the tributary force . 5 . Allowable Stress Increase . The one-third allowable stress increase permitted under Section 1605 . 3 . 2 shall not be taken when the working (allowable) stress design method is used. 6 . Steel Element of Structural Wall Anchorage System. The i strength design forces for steel elements of the structural wall - 31 - I anchorage system, with the exception of anchor bolts and reinforcing steel, shall be increased by 1 .4 times the forces otherwise required. 7 . Primary Anchors . The load path for primary anchors and diaphragm struts shall be fully developed into the diaphragm and into the foundation. The foundation must be shown to be adequate to resist the concentrated loads from the primary anchors . 8 . Secondary Anchors . The load path for secondary anchors and diaphragm struts shall be fully developed in the diaphragm but need not be developed beyond the connection to the foundation. 9 . Symmetry. All lateral force foundation anchorage and diaphragm strut connections shall be symmetrical . Eccentric connections may be permitted when demonstrated by calculation or tests that all components of force have been provided for in the structural analysis or tests . 10 . Wood Ledgers . Wood ledgers shall not be used to resist cross-grain bending or cross-grain tension. 1613 .7 . 9 Lateral-Force-Resisting Elements Normal to the i Downhill Direction. 1613 .7 .9 .1 General . In the direction normal to the downhill direction, lateral-force-resisting elements shall be designed in accordance with the requirements of this section. 1613 .7 . 9 .2 Base Shear. In developing the base shear for seismic design, the response modification coefficient (R) shall not exceed 5 for bearing wall and building frame systems . 1613 .7 .9 .3 Vertical Distribution of Seismic Forces. For seismic forces acting normal to the downhill direction the distribution of seismic forces over the height of the building using Section 12 . 8 . 3 of ASCE 7 shall be determined using the height measured from the top of 32 - f 1 i the lowest level of the building foundation. i 1613 .7 . 9 .4 Drift Limitations. The story drift below the base level diaphragm shall not exceed 0 . 007 times the story height at i strength design force level . The total drift from the base level j diaphragm to the top of the foundation shall not exceed 3/4 inch (19 mm) . Where the story height or the height from the base level diaphragm { to the top of the foundation varies because of a stepped footing or story offset, the height shall be measured from the average height of i the top of the foundation. The story drift shall not be reduced by the i effect of horizontal diaphragm stiffness . i 1613 .7 . 9 .5 Distribution of Lateral Forces . 1613 .7 . 9 .5.1 General. The design lateral force shall be i distributed to lateral-force-resisting elements of varying heights in i a i accordance with the stiffness of each individual element . 1613 .7 . 9.5.2 Wood Structural Panel Sheathed Walls . The } stiffness of a stepped wood structural panel shear wall may be i determined by dividing the wall into adjacent rectangular elements, subject to the same top of wall deflection. Deflections of shear walls may be estimated by AWC SDPWS Section 4 . 3 . 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 (813 mm) . 1613 .7 .9 .5 .3 Reinforced Concrete or Masonry Shear Walls. Reinforced concrete or masonry shear walls shall have forces distributed in proportion to the rigidity of each section of the wall . 1613 .7 . 9 . 6 Limitations . The following lateral force- ; - 33 - resisting-elements shall not be designed to resist lateral forces below the base level diaphragm in the direction normal to the downhill direction: 1 . Cement plaster and lath; 2 . Gypsum wallboard; and 3 . Tension-only braced frames . Braced frames designed in accordance with the requirements of Section 2205 . 2 . 1 . 2 of this Code may be designed as lateral-force- resisting elements in the direction normal to the downhill direction, provided lateral forces do not induce flexural stresses in any member of the frame . Deflections of frames shall account for the variation in slope of diagonal members when the frame is not rectangular. 1613 .7 .10 Specific Design Provisions. 1613 .7 .10 .1 Footings and Grade Beams . All footings and grade beams shall comply with the following: 1 . Grade beams shall extend at least 12 inches (305 mm) below the lowest adjacent grade and provide a minimum 24-inch (610 mm) distance horizontally from the bottom outside face of the grade beam to the face of the descending slope . 2 . Continuous footings shall be reinforced with at least two No. 4 reinforcing bars at the top and two No. 4 reinforcing bars at the bottom. 3 . All main footing and grade beam reinforcement steel shall be bent into the intersecting footing and fully developed around each corner and intersection. 4 . All concrete stem walls shall extend from the foundation and reinforced as required for concrete or masonry walls . 1613 .7 . 10 .2 Protection Against Decay and Termites. All wood 1 - 34 - i to earth separation shall comply with the following: 1 . Where a footing or grade beam extends across a descending slope, the stem wall, grade beam, or footing shall extend up to a minimum 18 inches (457 mm) above the highest adjacent grade . Exception: At paved garage and doorway entrances to the building, the stem wall need only extend to the finished concrete slab, provided the wood framing is protected with a moisture proof barrier. 2 . Wood ledgers supporting a vertical load of more than 100 pounds per lineal foot (1 .46 kN/m) based on Allowable stress Design (ASD) levels and located within 48 inches (1219 mm) of adjacent grade are prohibited. Galvanized steel ledgers and anchor bolts, with or without wood nailers, or treated or decay resistant sill plates supported on a concrete or masonry seat, may be used. 1613 .7 .10 .3 Sill Plates. All sill plates and anchorage shall comply with the following: 1 . All wood framed walls, including nonbearing walls, when resting on a footing, foundation, or grade beam stem wall, shall be } supported on wood sill plates bearing on a level surface. 3 2 . Power-driven fasteners shall not be used to anchor sill plates except at interior nonbearing walls not designed as shear walls . 3 1613 .7 .10 .4 Column Base Plate Anchorage. The base of isolated 1 wood posts (not framed into a stud wall) supporting a vertical load of 4 , 000 pounds (17 . 8 kN) based on Allowable Stress Design (ASD) levels or { more and the base plate for a steel column shall comply with the f i following: 1 . When the post or column is supported on a pedestal F extending above the top of a footing or grade beam, the pedestal shall i be designed and reinforced as required for concrete or masonry columns . F f - 35 - The pedestal shall be reinforced with a minimum of four No. 4 bars extending to the bottom of the footing or grade beam. The top of exterior pedestals shall be sloped for positive drainage . 2 . The base plate anchor bolts or the embedded portion of the post base, and the vertical reinforcing bars for the pedestal, shall be confined with two No. 4 or three No. 3 ties within the top 5 inches (127 mm) of the concrete or masonry pedestal . The base plate anchor bolts shall be embedded a minimum of 20 bolt diameters into the concrete or masonry pedestal . The base plate anchor bolts and post bases shall be galvanized and each anchor bolt shall have at least two galvanized nuts above the base plate . 1613 .7 .10 . 5 Steel Beam to Colunm Supports. All steel beam to i ' column supports shall be positively braced in each direction. Steel beams shall have stiffener plates installed on each side of the beam web at the column. The stiffener plates shall be welded to each beam flange and the beam web. Each brace connection or structural member shall consist of at least two 5/8 inch (15 . 9 mm) diameter machine bolts . (k) Section 1613 . 8 is hereby added to Chapter 16 of the 2016 Edition of the California Building Code to read as follows : 1613 . 8 Suspended Ceilings . Minimum design and installation ` standards for suspended ceilings shall be determined in accordance with the requirements of Section 2506 . 2 . 1 of this Code and this section. 1613 . 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 1 shall be limited to 6 feet (1828 mm) below the structural deck unless I I - 36 - i i the lateral bracing is designed by a licensed engineer or architect . 1613 . 8 .3 Sprinkler Heads. All sprinkler heads (drops) except fire-resistance-rated floor/ceiling or roof/ceiling assemblies, shall be designed to allow for free movement of the sprinkler pipes with oversize rings, sleeves or adaptors through the ceiling tile . Sprinkler heads and other penetrations shall have a 2 inch (50mm) oversize ring, sleeve, or adapter through the ceiling tile to allow for free movement of at least 1 inch (25mm) in all horizontal directions . Alternatively, a swing joint that can accommodate 1 inch (25 mm) of ceiling movement in all horizontal directions is permitted to be provided at the top of the sprinkler head extension. Sprinkler heads penetrating fire- resistance-rated floor/ceiling or roof/ceiling assemblies shall comply j s with Section 714 of this Code . i 1613 . 8 .4 Special Requirements for Means of Egress. Suspended ceiling assemblies located along means of egress serving an occupant t load of 30 or more shall comply with the following provisions . 1613 . 8 .4 .1 General. Ceiling suspension systems shall be I 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 tile within a 4-foot (1219 mm) radius of the exit lights and exit signs . 1613 .8 .4 .3 Emergency Systems . Independent supports and braces - 37 - I shall be provided for light fixtures required for exit illumination. Power supply for exit illumination shall comply with the requirements of Section 1008 . 3 of this Code . 1613 .8 .4 .4 Supports for Appendage. Separate support from the structural deck shall be provided for all appendages such as light fixtures, air diffusers, exit signs, and similar elements . (1) Section 1704 . 6 of the 2016 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 shall employ a structural observer to perform structural observations as defined in Section 1702 . The structural observer shall be one of the following individuals : 1 . The registered design professional responsible for the structural design, or 2 . A registered design professional designated by the registered design professional responsible for the structural design. Prior to the commencement of observations, the structural observer shall submit to the building official a written statement identifying the frequency and extent of structural observations . The owner and owner' s representative shall submit a written report to the building official certified by the structural observer, contractors, subcontractors and special inspectors under penalty of perjury that said persons have identified the specific major structural elements and connections that affect the vertical and lateral load resisting systems of the structure and that said persons have reviewed the scheduling of the required observations . Said specific major structural elements and connections and scheduling shall be submitted 38 - i to the building official as an attachment to said written report . Any person observing such deficiencies shall promptly report same in writing to the owner or owner' s representative, 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 shall be required before acceptance of the work by { i the building official . I j (m) Section 1704 . 6 . 1 of the 2016 Edition of the California i Building Code is amended to read as follows : 1704 . 6 . 1 Structural observations for seismic resistance. A report of the structural observations shall be provided to the building official by the structural observer 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 Risk Category III or IV in accordance with Table 1604 . 5 . 2 . The height of the structure is greater than 75 feet (22860 mm) above the base. 3 . The structure is classified as Risk Category I or II in accordance with Table 1604 . 5, and a lateral design is required for the structure or portion thereof . Exception: One-story wood framed Group R-3 and Group U Occupancies less than 2 , 000 square feet in area, provided the adjacent - 39 - grade is not steeper than 1 unit vertical in 10 units horizontal (100 sloped) , assigned to Seismic Design Category D. 4 . When so designated by the registered design professional responsible for the structural design. 5 . When such observation is specifically required by the building official . (n) 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 verifications for concrete construction shall be as required by this section and Table 1705 . 3 . Exceptions: Special inspection shall not be required for: 1 . Isolated spread concrete footings of buildings three stories or less above grade plane that are fully supported on earth or rock, where the structural design of the footing is based on a specified compressive strength, f' c, no greater than 2 , 500 pounds per square inch (psi) (17 . 2 Mpa) regardless of the compressive strength specified in the construction documents or used in the footing construction. 2 . Continuous concrete footings supporting walls of buildings three stories or less in height that are fully supported on earth or rock where : 2 . 1 . The footings support walls of light-frame construction; 2 . 2 . The footings are designed in accordance with Table 1805 .4 . 2 ; or 2 . 3 . The structural design of the footingis based on a specified compressive strength, f' c, no greater than 2, 500 pounds per square inch (psi) (17 . 2 Mpa) , - 40 - 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 150 psi (1 . 03 Mpa) . 4 . Concrete patios, driveways and sidewalks, on grade . (o) Section 1705 . 12 of the 2016 Edition of the California Building Code is hereby amended to read as follows : 1705 .12 Special inspections for seismic resistance. Special inspections for seismic resistance shall be required as specified in Sections 1705 . 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, SDS, as 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 mm) 2 . The seismic force-resisting system of the structure consists of reinforced masonry or reinforced concrete; the design spectral response acceleration at short periods, SDs, as determined in Section 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 41 - Design Category D, E or F and does not have any of the following horizontal or vertical irregularities in accordance with Section 12 . 3 of ASCE 7 : 3 . 1 Torsional or extreme torsional irregularity. 3 . 2 Nonparallel systems irregularity. 3 . 3 Stiffness-soft story or stiffness-extreme soft story irregularity. 3 .4 Discontinuity in lateral strength-weak story irregularity. (p) Section 1807 . 1 .4 of the 2016 Edition of the California Building Code is hereby amended to read 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 AWPA Ul (Commodity Specification A, Use Category 4B and Section 5 . 2) and shall be identified in accordance with Section 2303 . 1 . 9 . 1 . Permanent wood f foundation systems shall not be used for structures assigned to Seismic i l Design Category D, E or F. I (q) Section 1807 . 1 . 6 of the 2016 Edition of the California Building Code is hereby amended to read as follows : 1807 . 1. 6 Prescriptive design of concrete and masonry foundation walls. Concrete and masonry foundation walls that are i laterally supported at the top and bottom shall be permitted to be designed and constructed in accordance with this section. Prescriptive design of foundation walls shall not be used for structures assigned to Seismic Design Category D, E or F. (r) Section 1809 . 3 of the 2016 Edition of the California Building Code is hereby amended to read as follows : - 42 - 1809 .3 Stepped footings. The top surface of footings shall be level . The bottom surface of footings shall be permitted to have a slope not exceeding one unit vertical in 10 units horizontal (10- percent slope) . Footings shall be stepped where it is necessary to L change the elevation of the top surface of the footing or where the surface of the ground slopes more than one unit vertical in 10 units f i horizontal (10-percent slope) . For structures assigned to Seismic Design Category D, E or F, the stepping requirement shall also apply to the top surface of grade a beams supporting walls . Footings shall be reinforced with four No. 4 3 bars . Two bars shall be place at the top and bottom of the footings as shown in Figure 1809 . 3 . i i RECONSIEND: ai b a MIN.3-#4 RERAR(TOP&BOTTOM) . r 00770M PLATE(11T.) l � �alll® III STEPPED FOUNDI1TIOM f FIGURE 1809.3 STEPPED FOOTING i i (s) Section 1809 . 7 and Table 1809 . 7 of the 2016 Edition of the California Building Code is hereby amended to read as follows : 1809 .7 Prescriptive footings for light-frame construction. Where a specific design is not provided, concrete or masonry-unit i footings supporting walls of light-frame construction shall be permitted to be designed in accordance with Table 1809 . 7 . Prescriptive i E { ? - 43 - i footings in Table 1809 . 7 shall not exceed one story above grade plane for structures assigned to Seismic Design Category D, E or F. TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION a,b,c,d,e NUMBER OF FLOORS WIDTH OF SUPPORTED BY THE FOOTING THICKNESS OF FOOTING f inches FOOTING inches 1 12 6 2 15 6 3 18 1 8 For SI : 1 inch = 25 .4 mm, 1 foot = 304 . 8 mm a. Depth of footings shall be in accordance with Section 1809 .4 . b. The ground under the floor shall be permitted to be excavated to the elevation of the top of the footing. C . Not Adopted. d. See Section 1908 for additional requirements for concrete footings of structures assigned to Seismic Design Category C, D, E or F. F e . For thickness of foundation walls, see Section 1807 . 1 . 6 . i f f . Footings shall be permitted to support a roof addition i to the stipulated number of floors . Footings supporting i roof only shall be as required for supporting one floor. g. Not Adopted. (t) Section 1809 . 12 of the 2016 Edition of the California i Building Code is hereby amended to read as follows : 1809 .12 Timber footings. Timber footings shall be permitted for buildings of Type V construction and as otherwise approved by the building official . Such footings shall be treated in accordance with AWPA Ul (Commodity Specification A, Use Category 4B) . Treated timbers i i s - 44 - 1 E 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 ANSI/AWC NDS . Timber footings shall not be used in structures assigned to Seismic Design Category D, E or F. (u) Section 1810 . 3 . 2 .4 of the 2016 Edition of the California Building Code is hereby amended to read as follows : 1810 .3 .2 .4 Timber. Timber deep foundation elements shall be designed as piles or poles in accordance with ANSI/AWC NDS. Round timber elements shall conform to ASTM D 25 . Sawn timber elements shall conform to DOC PS-20 . Timber shall not be used in structures assigned to Seismic Design Category D, E or F. (v) Section 1905 . 1 . 7 of the 2016 Edition of the California Building Code is hereby amended to read as follows : 1905.1.7 ACI 318, Section 14 . 1.4 . Delete ACI 318, Section 14 . 1 . 4 , and replace with the following: 14 . 1 .4 - Plain concrete in structures assigned to Seismic Design Category C, D, E 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) Concrete used for fill with a minimum cement content of two (2) sacks of Portland cement or cementious material per cubic yard. (b) Isolated footings of plain concrete supporting pedestals - 45 - or columns are permitted, provided the projection of the footing beyond the face of the supported member does not exceed the footing 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 times the gross cross-sectional area of the footing. A minimum of one bar shall be provided at the i top and bottom of the footing. Continuity of i reinforcement shall be provided at corners and j intersections . In detached one- and two-family dwellings i three stories or less in height and constructed with stud-bearing walls, are permitted to have plain concrete footings with at least two continuous longitudinal reinforcing bars not smaller than No. 4 are permitted to have a total area of less than 0 . 002 times the gross cross-sectional area of the footing. i (w) Section 1905 . 1 is amended and Sections 1905 . 1 . 9 thru 1905 . 1 . 11 are added to Chapter 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 . 9 through 1905 . 1 . 11 . 1905. 1. 9 ACI 318, Section 18 .7 .5 . Modify ACI 318 , Section 18 . 7 . 5, by adding Section 18 . 7 . 5 . 7 and 18 . 7 . 5 . 8 as follows : 18 . 7 . 5 . 7 Where the calculated point of contraflexure is not within the middle half of the member clear height, provide transverse reinforcement as specified in ACI 318 Sections 18 . 7 . 5 . 1, Items (a) - 46 - through (c) , over the full height of the member. 18 . 7 . 5 . 8 At any section where the design strength, (PPn, of the column is less than the sum of the shears Ve computed in accordance with ACI 318 Sections 18 . 7 . 6 . 1 . and 18 . 6 . 5 . 1 for all the beams framing into the column above the level under consideration, transverse reinforcement as specified in ACI 318 Sections 18 . 7 . 5 . 1 through 18 . 7 . 5 . 3 shall be provided. For beams framing into opposite sides of the column, the moment components are permitted to be assumed to be of opposite sign. For the determination of the design strength, (PPn, of the column, these moments are permitted to be assumed to result from the deformation of the frame in any one principal axis . 1905. 1. 10 ACI 318, Section 18 .10 .4 . Modify ACI 318, Section i 18 . 10 .4, by adding Section 18 . 10 . 4 . 6 as follows : i 18 . 10 .4 . 6 - Walls and portions of walls with Pu > 0 . 35Po shall not be considered to contribute to the calculated shear strength of the structure for resisting earthquake-induced forces . Such walls shall conform to the requirements of ACI 318 Section 18 . 14 . 1905 .1. 11 ACI 318, Section 18 .12 . 6 . Modify ACI 318, by adding Section 18 . 12 . 6 . 2 as follows : 18 . 12 . 6 . 2 Collector and boundary elements in topping slabs placed over precast floor and roof elements shall not be less than 3 inches (76 mm) or 6 db in thickness, where db is the diameter of the largest reinforcement in the topping slab. (x) Section 2304 . 10 . 1 of the 2016 Edition of the California Building Code is hereby amended to read as follows : 2304 .10 .1 Fastener requirements. Connections for wood members shall be designed in accordance with the appropriate methodology in Section 2301 . 2 . The number and size of fasteners connecting wood - 47 - 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 forces in structures assigned to Seismic Design Category D, E or F. Exception: Staples may be used to resist or transfer seismic forces when the allowable shear values are substantiated by cyclic testing and approved by the building official . (y) Section 2304 . 12 . 5 of the 2016 Edition of the California r Building Code is hereby amended to read as follows : 2304 . 12 .5 Wood used in retaining walls and crib walls. Wood installed in retaining or crib walls shall be preservative treated in accordance with AWPA U1 for soil and fresh water use . Wood shall not be used in retaining or crib walls for structures assigned to Seismic Design Category D, E or F. (z) Section 2305 . 4 is added to Chapter 23 of the 2016 Edition of the California Building Code to read as follows : 2305 .4 Quality of Nails . In Seismic Design Category D, E or F, mechanically driven nails used in wood structural panel shear walls } shall meet the same dimensions as that required for hand-driven nails, i including diameter, minimum length and minimum head diameter. Clipped head or box nails are not permitted in new construction. The allowable a design value for clipped head nails in existing construction may be i j taken at no more than the nail-head-area ratio of that of the same size l j hand-driven nails . (aa) Section 2305 . 5 is hereby added to Chapter 23 of the 2016 f Edition of the California Building Code to read as follows : 1 2305 .5 Hold-down connectors. In Seismic Design Category D, E or F, hold-down connectors shall be designed to resist shear wall r I j - 48 - 1 f 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. g Plate size shall be a minimum of 0 . 229 inch by 3 inches by 3 inches (5 . 82 mm by 76 mm by 76 mm) in size . Hold-down connectors shall be } tightened to finger tight plus one half (1/2) wrench turn just prior to i covering the wall framing. (bb) Section 2306 . 2 of the 2016 Edition of the California Building Code is hereby amended to read as follows : j2306 .2 Wood-frame diaphragms. Wood-frame diaphragms shall be designed and constructed in accordance with AWC SDPWS. Where panels are i fastened to framing members with staples, requirements and limitations of AWC SDPWS shall be met and the allowable shear values set forth in Table 2306 . 2 (1) or 2306 . 2 (2) shall only be permitted for structures assigned to Seismic Design Category A, B, or C. Exception: Allowable shear values where panels are fastened to framing members with staples may be used if such values are i substantiated by cyclic testing and approved by the building official . I The allowable shear values in Tables 2306 . 2 (1) and 2306 . 2 (2) are permitted to be increased 40 percent for wind design. i Wood structural panel diaphragms used to resist seismic i forces in structures assigned to Seismic Design Category D, E or F shall be applied directly to the framing members . Exception: Wood structural panel diaphragms are permitted to be fastened over solid lumber planking or laminated decking, provided the panel joints and lumber planking or laminated decking joints do not coincide . - 49 - (cc) Section 2306 . 3 is amended in Chapter 23 of the 2016 Edition of the California Building Code to read as follows : 2306 .3 Wood-frame shear walls . Wood-frame shear walls shall be designed and constructed in accordance with AWC SDPWS . For structures assigned to Seismic Design Category D, E, or F, application of Tables 4 . 3A and 4 . 3B of AWC SDPWS shall include the following: 1 . Wood structural panel thickness for shear walls shall not be less than 3/8 inch thick and studs shall not be spaced at more than 16 inches on center. 2 . The maximum nominal unit shear capacities for 3/8 inch wood structural panels resisting seismic forces in structures assigned to Seismic Design Category D, E or F is 400 pounds per linear foot (plf) . Exception: Other nominal unit shear capacities may be permitted if such values are substantiated by cyclic testing and approved by the building official . 3 . Nails shall be placed not less than 1/2 inch in from the panel edges and not less than 3/8 inch from the edge of the connecting members for shear greater than 350 plf using ASD or 500 plf using LRFD. Nails shall be placed not less than 3/8 inch from panel edges and not less than 1/4 inch from the edge of the connecting members for shears of 350 plf or less using ASD or 500 plf or less using LRFD. 4 . Table 4 . 3B application is not allowed for structures assigned to Seismic Design Category D, E, 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, - 50 - requirements and limitations of AWC SDPWS shall be met and the allowable shear values set forth in Table 2306 . 3 (1) , 2306 . 3 (2) or 2306 . 3 (3) shall only be permitted for structures assigned to Seismic Design Category A, B, or C. Exception: Allowable shear values where panels are fastened to framing members with staples may be used if such values are substantiated by cyclic testing and approved by the building official . The allowable shear values in Tables 2306 . 3 (1) and 2306 . 3 (2) are permitted to be increased 40 percent for wind design. Panels complying with ANSI/APA PRP-210 shall be permitted to use design values for Plywood Siding in the AWC SDPWS . (dd) Section 2307 . 2 is added to Chapter 23 of 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 . (ee) Table 2308 . 6 . 1 of the 2016 Edition of the California Building Code is hereby amended to read as follows : I 3 { { S f { 1 - 51 - i I i TABLE 210.6.1" WALL 519 KINGS FIIEQUIREMEN7'� MAXIMUM BRACED PANEL LOCATION, MAYS RIM DIRT.ANCr AYI MIS: ,Tewrx 6a7F SPADING 10C.)AND 61L1cW1AU1 PERCE►iTASr I�;t ur rip rfm IMAL I SF'Ai. DE51CN GOMOIT1i7N,sFE r AHELS FfIGIN EACH CATEGORY SEv'TION2330.2) 9r1otiCEG� END OF BRACED WALL LINES WA.tL LING Or�riralJ rrtiorrl�lud' is .. .�.��•.�lu U.W-11p ,.�. Sl LI.Fes.FR:'.IIPar.iilSi`" t w r , I lull el I um, ;5' I! I.�`�Icrcl III �:J,' Ir .ec� �CiJI,auI�::;Ir.��S" ",i.e. Ia•.•. i L:a491 n.l and 4;Inl3 la Gr a 1.. �I a1a1 npi__. f .�z ^a..l l nrI:.I,i_�: �:; i�', 1.y- Mt i iS'_Ie mc1 nil? '-"-IJ ?1t11_lu, I.„ i i t:r" 41 FrImi-T-11 IT,?. (A-a ill I rtini nll-r. cr wd I I �nt.11-Y le--Iptlu f 2:, 1Y ti,4 II U2111111 I 1`t 14 1Y" 1 II nitll llllal i'; �.11 sall li�lr[h, nL ,ti'alw lelisl'll I > , kicL U ,S ` < I 1"31 c1111 ,pl= "�•_�I SU.:IaI�III- ;IL,Ik_j'- i ,,..C (<€ILrl.la.n1 " t +-* !pill v 2 - ,;I'u,alll )rn,Fj`j 'W . 0 w;d'i lclj'Ihr MIA tI ,l, . ..r.. iAT V. h r-tr ii 1�X,• I wh L"sul -.1 11 3..�h i`.�.iiR1',_i- :ll d y c,rf-r`?On•Izip 7511, of wall I��i;:,111I it u:1I114E1x?.rh i� l',II� -,.j�X;I l �,III„I!•a. ..I. 'ffik 1 o5 .o-?,tildes-lruinuuu ;�,t I,,,Iti.,..l "xJ PMIKL;:.rl ill.nrx� iir,t e K,.,t=ri;,r l rN,-kI vot Jpr o It M 'ti,.6111 wRz;61� hi1'till,L::-�rldinll rn'In.,.it uF'lltotf:, .+q'•lrihu I;' lUnnl�kollL>omd mp4cil l,e l'15 flrin„ru,t�(:IMn lhll nc .d 111"'IK..o. a 'I "sc'I ;114.I i Jt,n: I f .ii�,al+u ri 1-:"ild.117fdIA Cs i.IdN ntv_'tli r d.I a P�,virll•':III js �kl. c. I�_�z:zgcslXir.0 r 11r�,er� w nwu alu-LAI. bile I' Cara_?J,llvr, -;log I.udJlur,kfl,grsaiof"�'.' 4r;larIla:te .nlel v.•ha .Iryu ulsa,P�bla1 ' -17N} IF; PT�, '�I�=1IPi.ti4 dl=le r_o:cC•uid , r>'I°a.�t t I .:14�ao-,p�":,! 1�ra:�ficl I' a ""'r'A a -u'luilt.Irv. -ciy dhhll11 d z,i:c ? , "V II,I'I Ali iir,ll:whin!!+'x'*I u,io-0 f,1,_•;,;iva I::lu k'.11111 U;-attar-1Ia1 init n'.t laauxi 1 &iln_h 41!ill c:llr1➢Llurl it 1,;!;' ltul X.1 b°nmlmt nls,:ca a M llfk ,I'Ism IM1 I alcltc111 R I. 4T:Ili'm 61 'elder ul�w,�1t�". :zt a:��rl�iulc�u�lhab,hvu;�.rnl�lbtira, - 52 - i (ff) Section 2308 . 6 . 5 and Figure 2308 . 6 . 5 . 1 of the 2016 Edition of the California Building Code are hereby amended to read as jfollows : i 2308 . 6 .5 Alternative bracing. An alternate braced wall (ABW) i or a portal frame with hold-downs (PFH) described in this section is permitted to substitute for a 48-inch (1219 mm) braced wall panel of i Method DWB, WSP, SFB, PBS, PCP or HPS . For Method GB, each 96-inch (2438 mm) section (applied to one face) or 48-inch (1219 mm) section (applied to both faces) or portion thereof required by Table 2308 . 6 . 1 is permitted to be replaced by one panel constructed in accordance with ' Method ABW or PFH. 2308 .6.5 .1 Alternate braced wall (ABW) . An ABW shall be constructed in accordance with this section and Figure 2308 . 6 . 5 . 1 . In J one-story buildings, each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a height of not more than 10 feet (3048 mm) . Each panel shall be sheathed on one face with 3/8-inch (3 . 2 mm) minimum-thickness wood structural panel sheathing nailed with 8d common or galvanized box 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 shall be sheathed on one face with 15/32-inch-minimum-thickness (11 . 9 mm) wood structural panel sheathing nailed with 8d common nails spaced 3 inches on panel edges, 3 inches at intermediate supports . Two anchor bolts installed in accordance with Section 2308 . 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, 800 pounds (8006 N) . The hold-down device shall be installed in accordance with f I - 53 - the manufacturer' s recommendations . The ABW shall be supported directly on a foundation or on floor framing supported directly on a foundation that is continuous across the entire length of the braced wall line . This foundation shall be reinforced with not less than one No. 4 bar top and bottom. Where the continuous foundation is required to have a depth greater than 12 inches (305 mm) , a minimum 12-inch by 12-inch (305 mm by 305 mm) continuous footing or turned-down slab edge is permitted at door openings in the braced wall line. This continuous footing or turned-down slab edge shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped 15 24 inches (381 610 mm) with the reinforcement required in the continuous foundation located directly under the braced wall line . Where the ABW is installed at the first story of two-story buildings, the wood structural panel sheathing shall be provided on both faces, three anchor bolts shall be placed at one-quarter points and tie-down device uplift capacity shall be not less than 3 , 000 pounds (13 344 N) . i I i r�INNAiJEI _..._F�1 PANEL SPLICE OF t�f�I��L��At�J�Itat9Jfa�,�PJFa, I LErVL�"r?i f ED 8-cMA L MEE I'OVP_R AND BE FASTE:N�D To 't NFI91ION F$2MIING f _ i I 4r 1 It--fr' iE .:a -- ra11N 'io" i HICK WOOD --- I S 1 RUC'.T URAL PANEL � 1= if ! OCOrvIOIIJ OA•GAEVA4q&1 -8,)X NAILS AT Q O f. SHEA FHING ONONE FACE It ! ATPANEL EDGES.FOR SINGLE STORY AND A 4'O.iy jI I[ i At PANEL EDGES,FOR THE T Of 2 STORIES ? ?,IN 2x4 FRAP ING.PAIN.DOUBLEziI fI I m 51WS REOU!NEL)-----.__ r it It I - ANG1 OR BOL FS PER SEE- !CAN 2,Um Sll)Lh`..a C�PNLJk i tiFA[JF,.i✓� �it it f r 2R3ES1Qi.nU.6IR.E9 D MINIMUM REINFORCING OF FOUNDATION,ONE#4 H I O41N PER SECTION UPA J� iC I1NO iE;PPJ �LI�CBAIC 1O AD BOi( SHA,LHFLAI--FEr)� 7 It^JCHESM1IN I it I For S E: 1 uteri=25.4 trim, I foot=304-8 mrn. a Fnr stiucti ves assi xed tri SeLSndc DeSligo catestovy B m C sheathed on nnerace xuhh 11 4 I raw wand atruetutA waned the-athhk FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL(ABW) - 54 - (gg) Section 2308 . 6 . 5 . 2 and Figure 2308 . 6 . 5 . 2 of the 2016 Edition of the California Building Code are hereby amended to read as follows : 2308 . 6 .5 .2 Portal frame with hold-downs (PFH) . A PFH 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 10 feet (3048 mm) . Each panel shall be sheathed on one face with a single layer of 3/8-inch (9 . 5 mm) minimum-thickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Figure 2308 . 6 . 5 . 2 . For structures assigned to Seismic Design Category D or E, each panel shall be sheathed on one face with 15/32-inchminimum-thickness (11 . 9 mm) wood structural panel sheathing nailed with 8d common nails spaced 3 inches on panel edges, 3 inches at intermediate supports and in accordance with Figure 2308 . 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 2308 . 6 . 5 . 2 . A built-up header consisting of at least two 2-inch by 12-inch (51 mm by 305 mm) boards, i 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 i j the built-up beam opposite the wood structural panel sheathing. The header shall extend between the inside faces of the first full-length 1 outer studs of each panel . The clear span of the header between the E inner studs of each panel shall be not less than 6 feet (1829 mm) and not more than 18 feet (5486 mm) in length. A strap with an uplift capacity of not less than 1, 000 pounds (4 , 400 N) shall fasten the header to the inner studs opposite the sheathing. One anchor bolt not 55 - i i i less than 5/8 inch (15 . 9 mm) diameter 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 t fastened to the foundation with an uplift capacity of not less than 3 , 500 pounds (15 570 N) . f 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, 000 pounds (4400 N) . The hold-down devices shall be an embedded strap type, installed in accordance with the manufacturer' s recommendations . The PFH panels shall be supported directly on a foundation that is continuous across the entire length of the braced wall line . This foundation shall be i reinforced with not less than one No. 4 bar top and bottom. Where the I continuous foundation is required to have a depth greater than 12 inches (305 mm) , a minimum 12-inch by 12-inch (305 mm by 305 mm) continuous footing or turned-down slab edge is permitted at door i openings in the braced wall line . This continuous footing or turned- down slab edge shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped not less than 15 24 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) . - 56 - (-xIfNI (it JI#AUCW, C1(�C€'.l�.F'i)F;I��d-I�RF•r'aFF II'J'dC,f5f?.I�F.EC)'Nir'+I I.i'dAPlla ti LXiFNI OF 1-17-At FN SHIzLLFORIALFWq%IL('ONL€3F;VCLL1%n LLMNLL) MIN IaGU Lk3rIL-17UNN rlF rlc:r° ,g to 13 T'Yf UALk ORTALFIvAML ([� GONTIS F RA-€, I ON ti F t PI f t �r -FA.STMN TrF'£'I ATC Ttl7 19FA(r.F WITH TWO � FOR I'�+14f°I `�a'I I�#�:-1 f� , ! R�}tva OF IuitiIrakFF ran x.ar ! tJ�.; F,3. NEFi)ila�f'�fa l I-€11E4 a1AL€ BE F3Tt"C€�iFDAIND —FASTH4 SW- fHIN(" hl-ADF'.R V11H,881 C'fYs44iIRCNi) OCCII,F:'VilMIN PAT31 J£ l ! ORGAI.VAN17FID BOX�14ILSIN CRICII�ATT'TIRMAS 1 7-11N.0F1'0RIAl_IiF'liAI II' f I YI C4IL b'1N iNU 3 tl-L':.I^J ALI_F'RrTAdN C5(��[31FJ5, (`NLROW OF TY 11GAL Cl � [R OGKIM3 ANU ILLS)FY F � IRI€AI IWIV Tot A NFAJI T40' ,SIr'UOUIRED i r J'IUTH ,Fe FUF ONF_8-1 f Y SIRI.JCI JRI.5 I 2 7 h N '10110TH ,4'FDF USE IN F RST-4F TWO Y, AT TORT F ACI I IWI t FIX F it i sT�,4J�;31JRJ i IF 'X4 L7 C�WLL,SLO NG I I iSU5LV F I I L 2Ah5MUSF II f 1 I? NAI1 FIB If)I F JI"al R , € f -MIN .X4PFV,%UNC- � �'�!FI1(3a 16rf;INKFI):� 1 I xe,PAIN.THIC.KNLSE v`OOV, �F ? SINF_IF 1tJF ti4I tiNI::L IIE Iri1F1 NI IN FOUIE3ff,_1>,4110S,I f:4IN 49,JI1 U3 I I),[ls)WN UENIC I fP PAIR,U UU tIN TO C(JPJt fa,F fF+stall NrAli1F1 11TO 04,11NG IN �� --Prl PJ.1CU(8 LF3 TIL-C�J'idPJ �r' �.t'i C�itC.lf'C E_Ni�T i hArC 1111 FtiC;tiJH�.W' MVICIF � k;.�C c3rv1fvlFNfJPtFICYFJSJ WN y34P3 h. s x r ' iirr �1 y� 1 r� � } • i I il{��''s Uoy IS I mc,h 25A Iran, 1 foot==MKS rani, 1 p0unll=4.148 N. 7d. 1'CI I':4QB71iT$tl'C$fl$$6 (M Efl Seisl"Id3e UQ!YI I�'MP"H"17 tlNf L SFI@Ili11Ft9{MB ITYdC fectl!ivl[31 1$ri2-!hc€'l-TfidU1FTt'IL1ttL IId Ix;l:dTt'4& 11.J 7d'�q SVY7Qa S4t1ElfllC{dr 11➢71Cr 4iYEtY4FIUY.r FIGURE 2308.6.6.2 PORTAL FRAME WITH HOLD-DOWNS(PFH) (hh) Section 2308 . 6 . 8 . 1 of Chapter 23 of the 2016 Edition of the California Building Code is hereby amended to read as follows : 2308 . 6 . 8 . 1 Foundation requirements. Braced wall lines shall be supported by continuous foundations . i Exception: For structures with a maximum plan dimension not more than 50 feet (15240 mm) , continuous foundations are required at exterior walls only for structures assigned to Seismic Design Category A, B, or C. For structures in Seismic Design Categories D and E, exterior braced wall panels shall be in the same plane vertically with the foundation or the portion of the structure containing the offset shall be designed in accordance with accepted engineering practice and - 57 - Section 2308 . 1 . 1 . (ii) Section 2308 . 6 . 9 of the 2016 Edition of the California Building Code is hereby 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 Table 2308 . 6 . 1 or 2304 . 10 . 1 . Wall sheathing shall not be attached to framing members by adhesives . Staple fasteners in Table 2304 . 9 . 1 shall not be used to resist or transfer seismic forces in structures assigned to Seismic Design Category D, E or F. Exception: Staples may be used to resist or transfer seismic forces when the allowable shear values are substantiated by cyclic testing and approved by the building official . All braced wall panels shall extend to the roof sheathing and shall be attached to parallel roof rafters or blocking above with 1 framing clips (18 gauge minimum) spaced at maximum 24 inches (6096 mm) on center with four 8d nails per leg (total eight 8d nails per clip) . Braced wall panels shall be laterally braced at each top corner and at maximum 24 inches (6096 mm) intervals along the top plate of discontinuous vertical framing. I (jj ) Section 2609 of the 2016 Edition of the California Building Code is hereby deleted. (jj ) Section 2610 . 9 is hereby added to Chapter 26 of the 2016 Edition of the California Building Code to read as follows : 2610 . 9 Approved materials. Notwithstanding the provisions in Chapter 26, no skylight shall be installed unless the materials, the construction standards, and the location have been approved by the building official, all in accordance with the provisions of this code . 1 . Skylights which are flat or corrugated at the roof level - 58 - shall be provided with an approved supporting barrier immediately above or below the skylight . 2 . Each skylight shall not exceed a maximum area of 32 square feet . 3 . The aggregate area of all skylights shall not exceed 25 i percent of the floor area of the room or space sheltered I E by the roof in which they are installed. 4 . All existing skylights which are not in conformance with this code are deemed to be hazardous and shall be i removed or protected in accordance with this section. ! (kk) Section J101 of the 2016 Edition of the California 1 Building Code is hereby amended to read as follows : SECTION J101 f GENERAL J101. 1 Scope. The provisions of this Appendix J apply to grading, excavation and earthwork construction, including fills and embankments and the control of grading site runoff, including erosion sediments and construction-related pollutants . Where conflicts occur between the technical requirements of this Appendix J and the geotechnical report, the more restrictive requirement shall govern. In addition to the provisions contained in this Appendix J, the grading shall also comply with all provisions contained in Chapter 21 of the City code . J101.2 Flood hazard areas . The provisions of this Appendix J shall not apply to grading, excavation and earthwork construction, including fills and embankments, in floodways within flood hazard areas established in Section 1612 . 3 or in flood hazard areas where design flood elevations are specified but floodways have not been designated, I - 59 - I unless it has been demonstrated through hydrologic and hydraulic analyses performed in accordance with standard engineering practice that the proposed work will not result in any increase in the level of the base flood. J101.3 Hazards. Whenever the building official determines that any land or any existing excavation or fill has, from any cause, become a menace to life or limb, or endangers public or private property, or adversely affects the safety, use or stability of public or private property, the owner or other person in legal control of the property concerned shall, upon receipt of a written notice thereof from the building official, correct such condition in accordance with the provisions of this Appendix J and the requirements and conditions set forth in the notice so as to eliminate such condition. The owner or other person in legal control of the property shall immediately comply with the provisions set forth in the notice and shall complete the work within 180 days from the date of the notice unless a shorter period of time for completion has been specified in the notice in which case the owner shall comply with the shorter period of time. Upon written application and good cause shown, the building official may approve the request for an extension of time to complete the work required by the notice . J101.4 Safety precautions . 1 . If at any stage of work on an excavation or fill, the building official determines that the work has become or is likely to become dangerous to any person, or is likely to endanger any property, public or private, the building official is hereby authorized to require safety precautions to be immediately taken by the property owner as a condition to continuing such permitted work or to require - 60 - cessation thereof forthwith unless and until it is made safe and to amend the plans for such work. 2 . Safety precautions may include, but shall not be limited to, specifying a flatter exposed slope or construction of additional drainage facilities, berms, terracing, compaction, cribbing, retaining walls or buttress fills, slough walls, desilting basins, check dams, benching, wire mesh and guniting, rock fences, revetments or diversion walls . 3 . Upon the determination of the building official that such safety precautions during grading are necessary, the building official shall provide a notice and order to the permittee to implement same . After receiving such notice in writing it is unlawful for the permittee or any person to proceed with such work contrary to such t order. i J101.5 Protection of utilities. The owner and permittee of a any property on which grading has been performed and that requires a i grading permit under Section J103 shall be jointly and severally responsible for the prevention of damage to any public utilities or services . ' J101.6 Protection of adjacent property. The owner and I i permittee of any property on which grading has been performed and that requires a grading permit under Section J103 shall be jointly i responsible for the prevention of damage to adjacent property and no person shall excavate on land sufficiently close to the property line to endanger any adjoining public street, sidewalk, alley, or other public or private property without supporting and protecting such property from settling, cracking or other damage that might result . Special precautions approved by the building official shall be made to - 61 - prevent imported or exported materials from being deposited on the adjacent public way and/or drainage courses . J101.7 Storm water control measures . The owner and permittee of any property on which grading has been performed and that requires a grading permit under Section J103 shall put into effect and maintain all precautionary measures necessary to protect adjacent water courses and public or private property from damage by erosion, flooding, and deposition of mud, debris and construction-related pollutants originating from the site during, and after, grading and related s construction activities . Furthermore, the owner and permittee shall be jointly and severally responsible for putting into effect and maintaining appropriate measures as deemed by the building official to be necessary to prevent any change in cross-lot surface drainage that i may adversely affect any adjoining property as a result of grading, i construction-related activities or both. Such measures to prevent any i adverse cross-lot surface drainage effects on adjoining property shall i be required whether shown on approved grading plans or not . J101. 8 Conditions of approval. In granting any permit under this code, the building official may include such conditions as he/she deems to be reasonably necessary to prevent the creation of a nuisance or hazard to public or private property. Such conditions may include, but shall not be limited to: 1 . Improvement of any existing grading to comply with the standards of this code . 2 . Requirements for fencing of excavations or fills which would otherwise be hazardous . 3 . Establishment of haul routes . - 62 - J101. 9 Rules and regulations. J101. 9 .1 Rules. The permissive provisions of this chapter shall not be presumed to waive any regulations imposed by other statutes or other ordinances of the State of California or the City. J101.9 .2 Regulations. If two or more pertinent regulations are not identical, those regulations shall prevail which are more restrictive or which afford greater safety to life, limb, health, property or welfare . For the purposes of these regulations, grading permits shall be considered as building permits and shall be subject to the administrative provisions of this code, unless otherwise j specifically provided for in this Appendix J or the Vernon Municipal i Code, or both. i J101. 10 NPDES General . All grading plans and permits shall i ` comply with the provisions of Chapter 21 of the City Code . Sites which have been graded and which require a grading permit under Appendix J g Section J103 are subject to penalties and fines . Payment of penalty fines shall not relieve any persons from fully complying with the requirements of this code in the execution of the work. All best management practices shall be installed before grading begins or as instructed in writing by the building official . As grading progresses, 1 all best management practices shall be updated as necessary to prevent i erosion and control construction related pollutants from discharging I from the site . All best management practices shall be maintained in good working order to the satisfaction of the building official unless final grading approval has been granted by the building official and 1 jall permanent drainage and erosion control systems, if required, are in place . SECTION 20 : Section 24 . 15 of Article III of Chapter 24, I 1 - 63 - t I Building and Construction, of the Code of the City of Vernon, is hereby amended to read as follows : Sec. 24 . 15 . 2016 California Electrical Code, adopted. (a) The City of Vernon hereby adopts by reference the 2016 California Electrical Code as published by the California Building Standards Commission, California Code of Regulations, Title 24, Part 3 including all of its tables, indices, appendices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California Electrical Code is hereby referred to and by such x reference is incorporated herein as if fully set forth and is hereby adopted as the Electrical Code of the City of Vernon. (b) The City of Vernon hereby adopts by reference the 2006 International Code Council Electrical Code Administrative Provisions, as published by the International Code Council Inc . , including all of i its tables, indices, appendices, addenda and footnotes . Except as otherwise provided herein or later amended, said International Code Council Electrical Code Administrative Provisions is hereby referred to and by such reference is incorporated herein as if fully set forth and is adopted by reference as part of the Electrical Code of the City of Vernon. SECTION 21 : Section 24 . 16 of Article III of Chapter 24 , Building and Construction, of the Code of the City of Vernon, is hereby amended as follows : Sec. 24 .16 . Electrical Code amendments, additions, and deletions. The 2016 Edition of the California Electrical Code is hereby amended as follows : (a) Article 110 . 14 (A) of the 2016 Edition of the California Electrical Code is hereby amended to add the following sentence to the 64 - i end of the first paragraph: All stranded aluminum conductors shall be terminated with an approved compression terminal . (b) Article 200 . 6 of the 2016 Edition of the California Electrical Code is hereby amended to add the following sentences after the title line : Color Coding. Grounded conductors of different voltage shall be identified by white and gray; grounded conductors of the 277/480 volt system shall be gray; grounded conductors of the lower voltage systems shall be white . (c) Article 230 . 22 of the 2016 Edition of the California Electrical Code is hereby amended to read as follows : 230 .22 Insulation or Covering. Individual conductors shall be insulated or covered. Service entrance conductors from overhead service drops shall be installed in rigid metal raceways . Exception: The grounded conductor of a multiconductor cable shall be permitted to be bare . (d) Articles 334 . 10 (3) , (4) and (5) of the 2016 Edition of the California Electrical Code are hereby deleted. SECTION 22 : The 2006 Edition of the International Code Council Electrical Code Administrative Provisions is hereby amended as follows : (a) Section 303 . 1 of the 2006 Edition of the International i Code Council Electrical Code Administrative provisions is hereby amended to read as follows : Sec 303 .1 Use and Occupancy. No building or structure shall be used or occupied until a certificate of occupancy has been provided in accordance with the California Building Codes as amended by the City s 3 - 65 - of Vernon. (b) Section 401 . 3 (5) of the 2006 Edition of the International Code Council Electrical Code Administrative Provisions is hereby deleted. (c) Section 402 . 6 is hereby added to the 2006 Edition of the International Code Council Electrical Code Administrative Provisions to read as follows : Sec. 402 . 6 Responsibility of permittee. Building permits shall be presumed to incorporate the provision, that the applicant, the applicant' s agent, employees or contractors shall carry out the proposed work in accordance with the approved plans and with all the requirements of this code and any other law or regulations applicable thereto, whether specified or not . No approval shall exonerate any such person from the responsibility of complying with the provisions or intent of this code. (d) Section 402 . 7 of the 2006 Edition of the International f Code Council Electrical Code Administrative provisions is hereby added i jto read as follows : 1 Sec 402 .7 Utility Notification. An applicant for an electrical installation that will require an increase in the amount of i power supply to the electrical service by more than 50 amps shall i notify the Vernon Light and Power Department of the additional new load. (e) Section 402 . 8 of the 2006 Edition of the International Code Council Electrical Code Administrative provisions is hereby added to read as follows : Sec 402 .8 Energizing Electrical Equipment. No person shall energize or use any electrical equipment until it has been inspected - 66 - and approved by the City. (f) Section 404 . 2 of the 2006 Edition of the International Code Council Electrical Code Administrative provisions is hereby amended to read as follows : i Sec. 404 .2 Electrical permit fees. Electrical permit fees 's shall be set forth in a fee schedule adopted by resolution of the City i Council . A reinspection fee may be assessed for each inspection or 1 reinspection when such portion of the work for which an inspection is called is not complete or when corrections called for are not made . Reinspection fees may be assessed when the inspection record card is not posted or otherwise available at the work site, the approved plans are not readily available to the inspector, for failure to provide access on the date and time for which the inspection is requested, or for deviating from the plans requiring the approval of the building official . In instances where reinspection fees have been assessed, the city may deny additional inspection of the work until the required fees are paid. (g) Section 1102 of the 2006 Edition of the International Code Council Electrical Code Administrative provisions is hereby I deleted. (h) Section 1201 . 3 of the 2006 Edition of the International Code Council Electrical Code Administrative provisions is hereby i i amended to read as follows : i Sec 1201.3 Appliance and fixture listing. All electrical equipment installed or used shall be listed and labeled by a City approved recognized testing agency. All equipment shall be installed in conformance with all instructions included as part of the listing. SECTION 23 : Section 24 . 20 of Article IV of Chapter 24 , - 67 - Building and Construction, of the Code of the City of Vernon is hereby amended to read as follows : Sec. 24 .20 . 2016 California Mechanical Code adopted. The City of Vernon hereby adopts by reference the 2016 California f Mechanical Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 4 , including I all of its tables, indices, appendices, addenda and footnotes . Except as otherwise provided herein, or as later amended, said California i 1 Mechanical Code is hereby referred to and by such reference is ! incorporated herein as if fully set forth. a SECTION 24 : Section 24 . 21 of Article IV of Chapter 24 , Building and Construction, of the Code of the City of Vernon is hereby i j amended to read as follows : Sec. 24 .21. Mechanical Code amendments, additions, and deletions. (a) Section 104 . 6 is hereby added to Chapter 1 of the 2016 Edition of the California Mechanical Code to read as follows : 104 . 6 Responsibility of permittee. Building permits shall be presumed to incorporate the provision, that the applicant, the applicant' s agent, employees or contractors shall carry out the proposed work in accordance with the approved plans and with all the requirements of the code and any other law or regulations applicable thereto, whether specified or not . No approval shall exonerate any person from the responsibility of complying with the provisions or intent of the code . (b) Table 114 . 1 of the 2016 Edition of the California Mechanical Code is hereby amended to read as follows : — 68 — Ji I i Table 114.1 MECHANICAL PERMIT FEES: Mechanical permit fees shall be set forth in a fee schedule adopted by resolution of the City Council . SECTION 25 : Section 24 . 25 of Article V of Chapter 24 , Building and Construction, of the Code of the City of Vernon is hereby amended to read as follows : Sec. 24 .25 . 2016 California Plumbing Code adopted. The City of Vernon hereby adopts by reference the 2016 California Plumbing Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24, Part 5, including all of its tables, indices, appendices, addenda and footnotes . Except as otherwise f provided herein, or as later amended, said California Plumbing Code is hereby referred to and by such reference is incorporated herein as if fully set forth. t SECTION 26 : Section 24 . 26 of Article V of Chapter 24 , Building and Construction, of the Code of the City of Vernon is hereby i amended to read as follows : i 't 1 Sec. 24 .26 . Plumbing Code amendments, additions, and 7 deletions. The 2016 California Plumbing Code is amended as follows : (a) Section 104 . 6 is hereby added to Chapter 1 of the 2016 Edition of the California Plumbing Code to read as follows : a 104 .6 Responsibility of Permittee. Building permits shall be presumed to incorporate the provision, that the applicant, the F applicant' s agent, employees or contractors shall carry out the f proposed work in accordance with the approved plans and with all the requirements of the code and any other law or regulations applicable thereto, whether specified or not . No approval shall exonerate any 69 - i person from the responsibility of complying with the provisions or intent of the code . (b) Table 104 . 5 of the 2016 Edition of the California Plumbing Code is hereby amended to read as follows : Table 104.5. PLUMBING PERMIT FEES: Plumbing permit fees shall be set forth in a fee schedule adopted by resolution of the City Council . (c) Table 422 . 1 of the 2016 Edition of the California Plumbing Code is hereby amended to add the following sentence after the third paragraph: If the actual number of expected occupants at the facility exceed the number of occupants provided in Table A, the number of plumbing facilities shall be determined based on the actual occupant load. Except that the number of lavatories for a garment manufacturing facility shall be one lavatory for every 15 employees of each sex. { (d) Section 1101 . 2 of the 2016 Edition of the California 1 Plumbing Code is hereby amended to read as follows : 1101.2 Where Required. Yard drainage piping and onsite i storm drain systems that connects to a public storm drainage systems shall be installed in accordance with this chapter, approved public works standards and the provisions of Chapter 21 of the City Code. Prior to construction of any storm drain system, complete plans and hydraulic calculations shall be approved by the agency whose storm i drainage system is to be impacted by the proposed system. Storm water t shall flow away from buildings and adjoining properties . SECTION 27 : Section 24 . 60 of Article IX of Chapter 24 , Building and Construction, of the Code of the City of Vernon, is hereby E 70 - amended as follows : Sec. 24 . 60 . 2016 California Existing Building Code adopted. The City of Vernon hereby adopts by reference Appendix Chapter Al of the 2016 California Existing Building Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 10, including the tables, indices, appendices, addenda and footnotes contained therein as the seismic strengthening provisions for unreinforced masonry bearing wall buildings for the City of Vernon. Except as otherwise provided herein, or as later amended, said California Existing Building Code is hereby referred to and by such reference is incorporated herein as if fully i j set forth. J SECTION 28 : Section 24 . 64 of Article IX of Chapter 24 , I Building and Construction, of the Code of the City of Vernon, is hereby amended as follows : Sec. 24 . 64 . Chapter A2 and A5 of the 2015 International Existing Building Code adopted. Chapter A2 of the 2015 International Existing Building Code, published by the International Code Council, Inc . , is hereby adopted as the minimum standard for seismic i strengthening of tilt-up concrete wall buildings, and Chapter A5 of the 2015 International Existing Building Code, published by the International Code Council, is hereby adopted as the minimum standard for seismic strengthening of concrete buildings . These standards are established as a minimum guideline for those property owners voluntarily selecting to retrofit their structures and shall not be construed as the City of Vernon mandated program. Except as otherwise provided herein, or as later amended, said 2015 International Existing Building Code° is hereby referred to and by such reference is - 71 - incorporated herein as if fully set forth. SECTION 29 : Section 24 . 76 of Article XI of Chapter 24, Building and Construction, of the Code of the City of Vernon is hereby amended as follows : Sec. 24 .76 . The 2015 Edition of the International Existing Building Code adopted, repair criteria. The 2015 Edition of the International Existing Building Code, published by the International Code Council, Inc . , subject however, to the amendments, additions and deletions set forth in this article, is hereby adopted by reference as the Repair Criteria of the City of Vernon relating to disaster repair and reconstruction. SECTION 30 : Section 24 . 77 of Article XI of Chapter 24 , Building and Construction, of the Code of the City of Vernon is hereby amended to read as follows : Sec. 24 .77 . International Existing Building Code amendments, additions and deletions. The 2015 International Existing Building Code is amended as follows : (a) International Existing Building Code Section 202 is i t hereby amended to add the following definitions in alphabetical order: International Building Code - shall mean the California Building Code as amended by the City of Vernon. 7 i Uncontrollable Event - shall mean an act of god including a 3 seismic event, flood, fire, tsunami or other natural disaster beyond the control of the property owner. (b) International Existing Building Code Appendix A Chapter Al is hereby amended to read as follows : - 72 - Appendix A Chapter Al Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings . Section A 101 General - All damaged unreinforced masonry buildings and structures shall be repaired and strengthened in accordance with the California Existing Building Code adopted in Section 24 . 60 . SECTION 31 : Section 24 . 104 of Article XIII of Chapter 24 , Building and Construction, of the Code of the City of Vernon is amended to read as follows : Sec. 24 . 104 . 2016 California Residential Code adopted. The City of Vernon hereby adopts by reference the 2016 California Residential Code and Appendix V thereof, as published by the California S Building Standards Commission, California Code of Regulations, Title i 1 24 , Part 2 . 5, including all tables, indices, addenda and footnotes . f Except as otherwise provided herein, or as later amended, said i California Residential Code is hereby referred to and by such reference is incorporated herein as if fully set forth. SECTION 32 : Section 24 . 105 of Article XIII of Chapter 24 , Building and Construction, of the Code of the City of Vernon is amended to read as follows : Sec. 24 . 105 . Residential Code amendments, additions, and deletions. The 2016 Residential Code is amended as follows : (a) Section R105 . 8 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : R105. 8 Responsibility of permittee. Building permits shall be presumed to incorporate the provision, that the applicant, the applicant' s agent, employees or contractors shall carry out the 73 - proposed work in accordance with the approved plans and with all the requirements of the code and any other law or regulations applicable thereto, whether specified or not . No approval shall exonerate any person from the responsibility of complying with the provisions or intent of the code . (b) Section R108 . 7 is hereby added to Chapter 1 of the 2016 i Edition of the California Residential Code to read as follows : t R108 .7 Reinspection. A reinspection fee may be assessed for each inspection or reinspection when such portion of the work for i I which an inspection is called is not complete or when corrections called for are not made. Reinspection fees may be assessed when the inspection record card is not posted or otherwise available at the work site, the approved plans are not readily available to the inspector, for failure to provide access on the date and time for which the inspection is requested, or for deviating from the plans requiring the approval of the building official . i In instances where reinspection fees have been assessed, the I city may deny additional inspection of the work until the required fees i j are paid. (c) Section R301 . 1 . 3 . 2 of the 2016 Edition of the California i Residential Code is hereby amended to read as follows : R301.1.3 .2 Woodframe structures. The building official shall require construction documents to be approved and stamped by a California licensed architect or engineer for all dwellings of woodframe construction more than two stories and basement in height located in Seismic Design Category A, B or C. Notwithstanding other sections of law; the law establishing these provisions is found in - 74 - Business and Professions Code Section 5537 and 6737 . 1 . The building official shall require construction documents to be approved and stamped by a California licensed architect or engineer for all dwellings of woodframe construction more than one story in height or with a basement located in Seismic Design Category Do, D1, D2 or E. (d) Section R301 . 1 .4 is hereby added to Chapter 3 of the 2016 Edition of the California Residential Code to read as follows : R301. 1.4 Seismic design provisions for buildings constructed on or into slopes steeper than one unit vertical in three units horizontal (33 .3 percent slope) . The design and construction of new buildings and additions to existing buildings when constructed on or into slopes steeper than one unit vertical in three units horizontal (33 . 3 percent slope) shall comply with Section 1613 . 9 of the Building Code . (e) Items 1, 3 and 5 of Section R301 . 2 . 2 . 2 . 5 of the 2016 i { Edition of the California Residential Code are amended to read as a 1 jfollows : I j 1 . When exterior shear wall lines or braced wall panels are I not in one plane vertically from the foundation to the I uppermost story in which they are required. i 3 . When the end of a braced wall panel occurs over an opening in the wall below. 5 . When portions of a floor level are vertically offset . (f) Section R301 . 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 plumbing 75 - 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 International Building Code and ASCE 7, except where the component is positively attached to the structure and flexible connections are provided between the component and associated ductwork, piping, and conduit; and either 1 . The component weighs 400 lb (1, 780 N) or less and has a center of mass located 4 ft (1 . 22 m) or less above the supporting structure; or 2 . The component weighs 20 lb (89N) or less or, in the case of a distributed system, 5 lb/ft (73 N/m) or less . (g) Section R401 . 1 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : R401. 1 Application. The provisions of this chapter shall control the design and construction of the foundation and foundation I I spaces for all buildings . In addition to the provisions of this chapter, the design and construction of foundations in areas prone to flooding as established by Table R301 . 2 (1) shall meet the provisions of Section R322 . Wood foundations shall be designed and installed in accordance with AWC PWF. Exception: The provisions of this chapter shall be permitted to be used for wood foundations only in the following situations : 1 . In buildings that have no more than two floors and a roof . 2 . When interior basement and foundation walls are constructed at intervals not exceeding 50 feet (15 240 mm) . - 76 - Wood foundations in Seismic Design Category Do, D1 or D2 shall not be permitted. Exception: In non-occupied, single-story, detached storage sheds and similar uses other than carport or garage, provided the gross floor area does not exceed 200 square feet, the plate height does not exceed 12 feet in height above the grade plane at any point, and the maximum roof projection does not exceed 24 inches . (h) Section R403 . 1 . 2 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : R403 . 1.2 Continuous footing in Seismic Design Categories Do, D1 and D2 . Exterior walls of buildings located in Seismic Design Categories Do, D1 and D2 shall be supported by continuous solid or fully grouted masonry or concrete footings . All required interior braced wall panels in buildings located in Seismic Design Categories Do, D,. and D2 r shall be supported on continuous foundations . (i) Section R403 . 1 . 3 . 6 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : R403 .1.3 . 6 Isolated concrete footings . In detached one- and i t two-family dwellings located in Seismic Design Category A, B, or C that i are three stories or less in height and constructed with stud bearing 3 walls, isolated plain concrete footings supporting columns or pedestals i are permitted. i (j ) Section R403 . 1 . 5 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : R403 . 1.5 Slope. The top surface of footings shall be level . The bottom surface of footings shall not have a slope exceeding one unit vertical in 10 units horizontal (10-percent slope) . Footings shall i be stepped where it is necessary to change the elevation of the top i - 77 - 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 Do, D1 and D2, stepped footings shall be reinforced with four No. 4 rebar. Two bars shall be place at the top and bottom of the footings as shown in Figure R403 . 1 . 5 . RECONN SIEND: a, b a i►IN.2-#4 REM MP&BOTTOM) WillMINE i {{Ei i11 1l1111r. MIME STEPPED FOI.XDI5710NS FIGURE R403.1.5 STEPPED FOOTING (k) Section R404 . 2 of the 2016 Edition of the California Residential Code is amended to read as follows : R404 .2 Wood foundation walls . Wood foundation walls shall be constructed in accordance with the provisions of Sections R404 . 2 . 1 through R404 . 2 . 6 and with the details shown in Figures R403 . 1 (2) and R403 . 1 (3) . Wood foundation walls shall not be used for structures located in Seismic Design Category Do, Di or D2 . (1) Section R501 . 1 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : I R501.1 Application. The provisions of this chapter shall - 78 - control the design and construction of the floors for all buildings including the floors of attic spaces used to house mechanical or plumbing fixtures and equipment . Mechanical or plumbing fixtures and equipment shall be attached (or anchored) to the structure in accordance with Section R301 . 2 . 2 . 3 . 8 . f (m) Section R503 . 2 .4 is added to Chapter 5 of the 2016 F Edition of the California Residential Code to read as follows : E R503 .2 .4 Openings in horizontal diaphragms. Openings in horizontal diaphragms with a dimension perpendicular to the joist that is greater than 4 feet (1 . 2 m) shall be constructed in accordance with Figure R503 . 2 .4 . f PLYWOOD SHEATHING ' DIAPHRAGM OPENING / 1 METAL TIE 16GA.x 1 11r x 4'-0' MIN., (4 TOTAL) WI 16-16d COMMON NAILS AS SHOWN { -OR- 1�v METAL TIE 16GA.x 1 1/2"x(OPENING WIDTH+4'-0") MIN., (2 TOTAL) W/24.16d COMMON NAILS Fur Sl: 1 Inch=25.4 mm.I fool-304.8❑lug. i3 1 a. Blockings shall be provided beyond headers . I { b. Metal ties not less than 0 . 058 inch [1 .47 mm (16 I Igalvanized gage) ] by 1 . 5 inches (38 mm) wide with eight f 16d common nails on each side of the header-joist I I I i j - 79 - intersection. The metal ties shall have a minimum yield of 33 , 000 psi (227 MPa) . C . Openings in diaphragms shall be further limited in accordance with Section R301 . 2 . 2 . 2 . 5 . FIGURE R503.2.4 OPENINGS IN HORIZONTAL DIAPHRAGMS (n) Lines 35 and 36 of Table R602 . 3 (1) of the 2016 Edition of the California Residential Code are hereby amended to read as follows : t f E - 80 - TABLE 602.3(l) FASTENING SCHEDULE—conti►tued E .r QED(lilt>TI[3N Ui 6UtLQI ELELEIMENT$ Ma Eft AND TYPE 0 t;'ASHNER� AIIQ Lt)CATI4PJ Floo --j-­ rr 1 ?"�ilfsfta nr tovast a,�rrtler I IGd box (3 h, � 13-V)-,or I "-If3d ca�rraar to 1;3t? i11f�2„� 13bud and face flail 25 2"planks(plank Q, healn----Clnor��r(lof) 3-1 fid CO T i,'�.R fl.l �`j; 2 ��t each bearing,fa(r-nail 2 1�d is>r»lr�,rn�:3 ,,"�.rf.11:�' '� 3-ll,d crpil�dlBnf&l,-t 1�"�l) lra2"9 26 Band air Hin jolst to ist 4 10 17af� (3i 11 1�a3"1-or End 11ail I-3" 0.131 "nai I.s_or 4-3" 14 ga.staples. �Iti}"cr WIl Nail isach 1 iver-is follows: 32"la.a 2�Arl cornnon N" .19Z I;or at top.arlt!Ixattorn artil staggered. I ftt$lxsa (3 0.1 Za$;or 24"o.c. face nallat trrp tared 1lottrril 7 allll. tlp a3iwx.l�is,aatil I—w aans;2-trwli laartllwr Y/ 0,13I Flails real caltlxislie.siclr!s l ay[>1S 191C1 100 box (3 0,12d3'1 air' 1�';I(a it<sll str�¢rcls and at eaclm spllc, :1-3" 0A al. "flails 2i3 Let'cr{ rsl.ripsaal>Lrr:,rthr.j lsts wafters 3lfad�iarraarairul t� .nr AteacFa,gr�kstnrrafter,face rsafl _ I-10f bo7 (3 €.�,128 of- 4-3" 0 131 "flails �t B-t0gin�rta,�u1at 2 1 (3` :0,l`28 Ea h crid,too MAI SPACWG OF FASTENERS ITE?at NUMBER AND 1,, Ecl lratarmadlate i O BUILDING ELUMENTS TYPE-OfFA5TENLR' � h :4f�tlaot3sC � Onchas) (Inched Wood structural panols,subtloar,root and InWlorvrall sboattrlrigto framing and particielmard wall shoatt rig to framing (see Tahie Rfi023, 3)for wood structural leaned oxlurJarwall sheathing to mall framing) ;,a " 1 tic#trirlrrriUrl $2"'; 0.1 13) flail(salMltrtw• wal1)" t bcl ctinarnon (2 i:,". 0.t31 ")nait(rcluf) 12 1 8rlcadTaralnTl Waal C2 Iz".,O-I?,I � 12 1 t lit 1[kl(rarTIll-lori�Y 0.148) Waal;of f� 12 n I Rrd(2r)`,,".0,131 tteforMed n aRl atfiter wait sraaatr,drroyli �rx"stlalcitlsraleellLleslrfibleab0alrl Irooflognai€, '?r�"1°,�acl sheathing tffiaarnetr�r,ur t "crou�ra staple lt�a ge_. I�+`,1°long 3 75+ 11SMICtalraa U lLOIi}51_: 1�.tt'galvanized rmafing[tall,�i f 'head ditarnr•-- 63L1 illxrhr�zard,,4walhlr ter,or I a.arrnn-staple' l6 ga-, I�,l" ol- �I 1 , w0vratli s slarl alaal;ytplegal+'rarli tl, 7 sh+,�lttdaslf t` t - l ,+,"Icara�: 1 .+.a"srr�as�.ti,T'a�I�le'ul?'raa ,, ,� nlc�ar7a2ra.rrulllial�ia] st,a(ala,g�llu�aslaz �. 6 77 1a"g?psuilt shet111aIV11 a s[ � 1�r ta"lore : l�r,t q Screws, fytle orS Wood situcturat(rarwis,,commutation subFloor unrd®ilaytnent to Ftarning tacl 1-11" Tle 0at9 i t),2 ' 1L0 l TOlL Of rarl less a� m Sit cc11a:,Uurl #2 ,u r, a1,1..31 `)frail l; `ci CM11llorr 4'2 f�", 0.131 1 flail-,nr 0, t 3t! ll,•" li,t,I If3ticor pion J`T 0.14 ) nail: or fi 12 �8d defio naetl(`I � 1).1Z0 1 meal I-oi iI- I saarb=Z5 4 11iral, 1.tow '101 8 rrnrI,l 111ik,p1 r tKgo=0 4,11 nr's: I kr,i 1`$6!f.'i MPl ,j 81 — TABLE R602A1)--"canoed FASTENING SCHEDULE a. Nails,ire srnocith-i:minlrna,hi.-N Ur defDrnl(A shanks mcepd whew Gilkenvisv suid..Nalls used foi-fnrrinill,,ilnl shP..aklwW cinnecltnras shall IuvE inlidlinlrrl d1%u.Agv l letmi.80 W for Slmak diameder of tl-1,da2 indl( 0d co amw1h Ilail),90 k,l 1r11 Aunk diaillelels faigvf dwi f3.H."mdi but not larger dl"n(l IP inch,alai IN)ksi of fp,l42 inch or less b..Staples af.r dfi gage-A-11 e and have a inhalinurn t;16-Inch an diarneaei crtrwli w id1h. v.Nails sIiall he spaced;it rant rwre than 6 hrches orl centerat all snpporls wheto spans are 48 Inches orgrealer. tl F w-(fail b,,8-fool oi4 foot ,loll tw applied V. r Sp:eclnf;of f.ivrner not Inclirdead In this ial- sh ilcafl lac ba n Table acd o RCY(12,„fop f W1wit.fire ultilnnli�drtign wind sp"'ed is 130 nilrh eil loss,t&ails frn atuching a-woj)t1"e anal panel to gatde end a;all flaming shall he sparwl$ illche$oil i_flllef-1 hely;€lIF allollnlle Osign Willtl Jroll i1i geat('3 111m) 1Z,ll lnph,11mb Inr atlahlarlg pawl mot'leillhhl og lil Intemi(^i ute JlalJjl i b Mall he Space.it[i Irlches(art clalli'r[(if rnild IT1faa111-18-11101 diitalk Y fi'rkrli rid Fes,C7V4s mid f.'fl'ble end'walk and I indies on cenler to gable endwall inmlearyio�,. g Q'pSllliislaea(hilg sha4l c�onfoinl(,)ASlMC I %and shall N'il'fstitllS-Al Ile Ofl:of?IiliK,-Q-,%-Oh GA 253 Filtl'Ylroilll:slw-mlSiw�-,Oall l�(11 omi Io ASTM C 208 li_'_il'mwillg kf fastenels on fl"anr p;arlel e+ktres applies if,panel Slip portfvl bV flal3111,8 nit'wbersarod tegnire,l blapkinp,,and A flow pefimelet9 only. sp;jdlig of fastenels On roof sheadhing poi'll Odges applies to p;mel edges W f%ollaag araenaPrfH ;raid lopilefl b1cwkilig Bkxk.ipg or rarif of floor .she„nhilig Imml vdgr,-perpriuh,.:ufar to the Calming ailclnbers n",If J oa Ire prrrli(Ild ex1.n1ll;is fegnll.ad try other l'I'MAoll,of lhk c,xl�'fl(nlr grl;dimler tl➢all OW sa➢Irirn nerd Ikv f'rainl arty,enemhe is o r;ndid hl oc ki np, i, ;lt<Mlistaskaro-d Wait adjwcentparaHelce.ifrig.goBtin.Wcirrfala lice.WO-1RlrisSaRgethal[ providt;N/4)We a;ailsonRnSside;tff the lafter'rfx w flails faoltr theceifind.;le-dsA to top place Inaccardance with this scllkfia➢le.'Till,toe nail on the alrposile sirle of the lifter shall nest be required. T'xu of�xlples in lxacel w;all liatleb Shall k Drolldrite(d in Seislnic Design )d,Df.of Q_. (o) Footnote "b" of Table R602 . 3 (2) of the 2016 Edition of the California Residential Code is amended to read as follows : b. Staples shall have a minimum crown width of 7/16-inch on diameter except as noted. Use of staples in roof, floor, subfloor, and braced wall panels shall be prohibited in Seismic Design Category Do, D1, or D2 . $f f (p) Table R602 . 10 . 3 (3) of the 2016 Edition of the California i 1 Residential Code are hereby amended to read as follows : l i - 82 - IAULE R402.10.3(1) BRACING REt?iJOREMEN7S BASED ON SEkWIC DE3,1G?t CATEGORY SCdL CLASS 0f, _ F7►Ai.l HEIGHT-f3 FEET WN11ft"TOTAL LENGTH FEET)Of MAUD WALL PANELS t !�5►►1 KiCIR F) At➢&2�ACl (41:6,'aU11411)X1 C r AGH MAC t`T:)WAt I.R.PNF:, T S PS,f RO(]rF%LE111 ;1JEAD LOAD f'9ft/4 S:[U WAI-1-LWE 5('AC'�i[; dS►�.t[ M"4 its T3✓• ;1'�Ja!t Pf W IVIalhOtlS ".iostx c#)wsign �Rry k oc**m t 3rtxyth volfwa 1 whod C;(T 1 N. 14#* :. ilx"h15V, coo «+..•�Ke H��,es" � o cs s sm'd E i" {1F Iollh IN Rf-.ie'11.,: lai �6P lH � 'NA IFis Np aP 'ail' IX { 1 +44� s�"?i�r< :1.7 7 E 1 i .P Nil i r''ixv'itaatis:V';I i i i i i l ( : i F 5( F ji E E 4 t — 83 — TARk£R607,10,3( —contbqtt l BRACING R€OUIR€MENT§BASED ON SCISMIC O€S,tGN CATCGOtY WALL HE tT-It!FEET OPOWOM TOTM LFW.T►l�TUFTI OF PRACM WAI t PANF1 S 10 P5F FLU DEAD LOAD FfSiOIJ RED ALONG EACH BIRACEG'JY,ALL LNEe I P5F R0OFrCEtt1NG DEAD LOAD 61 A{IFID*ALL 1.04 SPACO,, ki FEET Ittfws ssdWAIIItanw a EYFFtf,��Ft. S k Est rs Sty UK-30m LOMWIl MmhtXl 08° MOWW4 08' Pp ,PfP WSP G51N5F v FurT 1I a(t" cs CS4 sr » st XA, Ti f, -"I' Itl I' * "p D vk' fie.t• 3 11II } �t-1 ;1 !il f;' S:a «I' it 71• .I1I r'I y�r+y.la,++' Nil 1:I it N11 R I Nil q f' Nit fi., �e It 19 It J, Nil 1 r��.;16�,�•.e,l i;:�`3�ero r`l �k-, "d f' 'o f' _,... �`:I 4 n I+la�rf �+rt;•olall«_sk�1«ae l�am�It=� .__... � _._ Ir<eta 1 f—j Im eked l,Ls sly .. ,cassg+Ilellun4It ww a 3'istq:If I«.-;a«snn 11; 4, .elu.a is o«— --.At(lr. JIV1 1 a 11 �i+el�«�4te«nWi i't n<9�tia i su:4' s pat. �� )ry •" " ali ae 1.= ,Iiu=I >Il �>IF*t tt,u e)«call i4ty II�II hs,, n«yFal 1,4 x`E,914 I«.I I+r'„'Ipo�,og—11,1w,11k, Ir-.m ,Ian#t� antealls,,l lo" it!.l Ilrl xr,,6 may= Ili•hall Lam,1<a,,,;r=im)" lh 1h,lal«Ir i tt,-"",.,1 I lit =hilt It;l , if (n% III I',Its;,dill Isli III a, I,+4.IIB. «I°' iall> 11-11 11 t �s r «a I �`,�-•;;a,h�,,.4n 1.' ' ,I a ue r I r., s9r It,= c q,,,9llf.,44"a w,i ,"Ilf1k,olf' Al wi I,—I€; If fix, e• kh'=:��1(�. ,) ,4!a.- Ix=1 ellfA;i�Selon4b {+ ,Skw i ,t ,;a��o lA Ik nt�ft "f#"Ifat4li "-0Ill,if';A'1"fA#« aal,pild`.: tt,hl- f Uri+i!. R;I:littil're 84 — (q) Table R602 . 10 . 4 of the 2016 Edition of the California Residential Code is amended to read as follows : TABLE RO42.14A dRACNGME "006It METHOOSi,MATERIAL M IMJM THICKWLSS FtWRE __-_._ ------ --__._. { k 1+i i er;md _' Ski cionti�.+�,an is 5h r vt ix s a.�i wr��! I a(q'-9 '� J rta[rr rty r a� t+( ux3 ht�u #r I'htie4 r @.[it .al i lx is ant ien�. � IIIJ+ 1U#1 inn 411r,1 flap if 1 nlAo dt.tudrJ £ s j I3bYEi S wi iftAl till I i r° 'Al l 11'Alta - iPf l.^Y�s^�tP'��rrs►�s-�i- ag° s i�i t A � F..__ �Ir#t tut t3nrl }htrw +lyr +mt t% 6��tr?r;�?rr�:zrazitxt�r- ee --ail_�%f,® i 5rrr�t�lr##esi fund"wt� fit,' j I al a m e Jrstx ROOIjv,, ,r M�{�srslltY` esr,- tiertiiaes7s3-� stir V1 i al pja I+tid pl st t I llf,nf x 1# Jul ivf hsc4l FTF .A.iuu;: titralt;ratl ua ttetu.c! Its ��� t�i tht a tt Witsti al=e.:,t lic�4d v Srkv,"13e s�i rl+1G.'tti- ! o'..¢W6#tt..I(+a It R„ 'i.Y4 it aI-.I 4�lnt'P 7.1>! rle,a!nad, fi tof 1�t1 1f I' ,l #Iitr I,s it ,Ill 4 v U p3.'! I I Get e C#II I . .. __.. l;r�s urta`a.w l ; 'ti.#rt, a r v"r '144,N;W -,d P - -- c t hr I W, qt.,r ntt t^ f a 7 t k,ncr r,a Ds �, tr Pt,,il 1�:f Nti ati I, 't !U>I �.rdt7n c I v I ,�. _ jri 1 s if ,rr It t 9tr�tftrir, ,n ail t-z�iiIf j i � 7tM nt�t•. ........ tip iki,r 01r1 S, 1 I rI;nI3 €ir 1 !r-Y llF.li lf(i13 i I 7 g�t II 6t ihr ( j �'dlp I Iris Pa#; y9k}d . .�'gyp.&avvi {3"a IY t 0 lilt:, lU i I �h�rnal tii Sectativ�F1F �. il)f .i a�?sr�taah r9! r fi i - 85 - BRACtS.l.N Kws t _.. ,x¢a IAr t, u'rlir S Nnis,.MV2 otr_' rr C .Ki➢.€im R O L.' 1s,1.fr,' l _....._ ,.-.... .____ "r°#lttl t1,3t4x',3I�i iN i ,� w, ^ax,'tlu,� {2t; v Ah y Sn `�tnt,w I�# e �€ld� i R :iL� 1 1ltt�atl �svmr Pnrr r iM, . tloO t r sac AIM NA MA SP Mama 4'S-W WP >t{I o •m�:���ta,� fff r � � B alpf t+?ttl �rrn °sx�lrcat#�v�i ( Am'"ti,.ra E$A2 i 64 So ,5"=R12 li` n..a a j � � i � ,l ihf 6. ftik,�lln'�✓1 i 001 4z 4 h �'Wjd ar a_t_ aiit�st,,rat�lInsp+,t . find n.ul-,i 1 1 i z...i .3 I M .-714.;;tsm 1 W VIA to I m,, i � a =�,dts ,,�nrt�r�ne�rr,3�.,II �r`Inp" ire,� iut�°r�.rdr t1�-,1�. tsrll 'u[of ,rt 9�r•t na 'i��trl I �9t?n f arr�, it: �E � trt° l X ,apt 1 `,ri+nip :Arrl Ii. J-11 h, U,-� i tdl,"I I rt.,' .-r—,l.1 p,( No.;"di „=A'6111. (rr„+:, A saHh r NAof M,l%:Q f;h I Qr. h,wlr,�h tt �itw<)r H wl 1 ita r pjwl 1 1>•da��r .!1 1,a +l. l, ail ,01,. ,l U r kWh" gtp,l4r„ tarwdM" no 0: El and',d.01 �,-Ur°,��1"", 1 W.M.r...wp1 R, 1 ilx�I1 ul f 1+aat t ro-rirtvl I z e t ti r i� ,�, e„ I i t= l e 1ti ni3llirrw4 ll ���i i i l t) 4 tc I rc n:d t S i i i S i t t 1 E t 86 - (r) Figure R602 . 10 . 6 . 1 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : °RNEL LENGTH PER TA,E LE R6CI?.10 5 TOP PLATE SHALL BE CONTINUOUS OVER BRACED WALL PANEL ` I Sf32" }9 i rAFN 4fZ?-`NOS;O FOR PANEL SPLICE(IF t E,--EDED) STRUCTs?R.AL PANEL 1 — ADJOINING PANEL EDGES:SHALL P1EET SHFATKNG ON ONE FACE � OVER AND SE F.4STEMEt3 T('01AN ON FRAMING ` MIN DOUBLE STU:1S REQUIRED 80 O0M?,10N 6R S Ele B iN NAILS B' 0 C AT PANEL EDGES FOR,SINGLE s STORY AND @ a C.0 PANEL€CGES FOR THE FIRST OF 2 S70RIFS 1�)H J(O fxil'',JN OR 121STRA.P-TYPE ANCYDRS PERTABLE R60 .1DJ11 OF PA CH SHO)4NFi'R CLARITY;'. STUDS UNDER HEADER AS REQUIRED 3TRA.P-TtiPEAPIfh*(JRS SHALL BE PERMITTED TO DE.ATTACHEO OVER � THE WOOD STRUCTURAL PANEL � � - �.., 3O CtaMirPGCi '-G�,6V i NAILS 12 P�\NEL P,IUSr GE H17.aGHEO \...� 0 C AT INTERIOR.SUPPORTS TO CCNC`A,ETE F OCTINC FOR CONCRETE FOUNDATION — 4M.CLL CONTIS"ILIOUS OVER All L11N.REINFORCIPdL {1�F�DU�,ILArIL�PJ. SAACFD TflkL.I_I-IKE �.%�� 0tPE Ra&,R TOP.APJD 6CiTTOV,! IMP BaRN-r_-=r,alralrEturr. I m 24" 1211i2"DIAr,1ETER.AhJCHOR MININUM FOOTING SIZE UNDER BOLTS LOCATEC,BETO^EE N OPENING PS 12'X 12'.� -� 6'AND 12" )F EACH Er,-0 OF - - —tE - - { THE SEGMENT FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL (s) Figure R602 . 10 . 6 . 2 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : i i I E { 't i t t - 87 - ,e- .A:.F.*e•-,',a W...�:+Fa.€44.r-wi'-+:+ x.�,.';,€w.+F g-e t 2'4 N 5 F. 1 7. a fi 2 ' ..-."e.. h".i k A '.4R —*1 If ., IP .' i,.+f rFk 1 0,'^ e t tln•«ea F,'S X+.{€.,..;.:.ty irk0 F- IA 6 L`�eYk E e:(,5 »e i n.➢ ..� as�aY- a<.e w.>b s N.c.,+YM'* if Zvi'A'« :.art° I Lt-YA f,)N a6C I {�€a °il: ! L:.lf a'�t n,•.� I took �1�?itaan. W;URE RfrU.1D-6-2 E AT DETACHED GARAGE LQOA OPENINGS 's i I i f 1 I — 88 — (t) Table R602 . 10 . 5 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : TARI,F P60? 101 MINIMUM l EN[TH OF SRACM WWI I PANEI S LEWTW cry�a«a�.s MFETMkJC1 — CONTMOUTNG LENGTH i5to T,vbk F6(Q,*4fi waat Nc4 t j BItct tsci 10Pr t T t1It" 6Fj. f 1? .8 A 'Ni 1,ItY 3 l,ti+Will,'44"ll at, S IS IIE> �, �� �'+ l �i' 11�It7 .w[+ ,L.fiollhit ,all..ul1 } l `. l _.I ilt i i i 1 "'v tUt'+I ra 1l ll f�z t6 rt; r nl st ♦;+ :j ' I l 7 �tf .Ii 1 '1 _.�, PIet" htlo-r^is' �^.ta'�r�iR7Fs.Iw^gilt? I SA lit;,I 1yl ?.{ ��? ��t ;III b y' l ;f All *I's �i1 � aK its `iF 14,F, --- ---- _ l,I T, I—, I ill,It :S_I mlit I .+t1 5.2,?rau,I�.Al,14=` 411 Ih lit »nr144 A (11r•11 a Pi"I h 1'• 41, iorq t 1, �;3i Nf— w 1l.m �r"t,zx ,i-e— a --i I,zer t ful x Orlg+le It,;�?71 t,1' W, ,( ,� ..,z,e,Ail^.ate^.9#-4I,Il Ls F riww;'k t�hp--t to I[s-1 r,n �.mill t 'o-la�.�.,uratuy.» .11gaiPs+�,,11f�e11'I I:�!e-at:-a ...�rd ar.n�%,11tI's+gu ".'ridi, I!l :_ r�air,al1'a>c+ll t,k l.-"-Alle,1l"G iIt.�VA-1 t-_2 sUIipov, A i rvy*11 t,^.. 1+ i S i,i f. III f,�.,, .,�,,sr�l�te,. ;ih t g;„ Ira11t W r; { #su t. "At,"':e'40, t, art 1ku, r,'tr Itx r.>+aa?a,I `frfr•.n -21k:n',-+:. - 89 - (u) Section R602 . 10 . 2 . 3 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : R602 . 10 .2 .3 Minimum number of braced wall panels . Braced wall lines with a length of 16 feet (4877 mm) or less shall have a minimum of two braced wall panels of any length or one braced wall panel equal to 48 inches (1219 mm) or more. Braced wall lines greater than 16 feet (4877 mm) shall have a minimum of two braced wall panels . No braced wall panel shall be less than 48 inches in length in Seismic Design Category Do, D1, or D2 . (v) Figure R602 . 10 . 6 .4 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : i - 90 - i i E'sTEI`1'IF HEADER 11TH:3-131 EFORT LFRA IMF,_'/ti BP—R ED {all P-FT-S) — 7 EXlli NI O%HI ET SINGLE RIT RAi.1E -1841N5H- OL OR OPDL-E RO r�7,11. - TEtiilC.`21 9TRAf'PER --- - T118.E@U2'0ii FON NA L r—T J O.- CS11 G DE HEIGHT .� OF SIE.iH NU) ll !N 3 x I'L a JET H HER Il 11 •{ IQ M" J f,n,L 11c ni iw ` $ICEL IE.IDEA FIR.CITEITED TI'U=J:;ELY EA THF0 YMA 3 RUCM-L $,,EATHIJC TO HEADER JITH IAN-L$ 4 J+1 1O1 Y�ALV..YICEO BOh'LAILS=Y i HTJTEIJ TCPP{A'T�TFJ OR . P:TER I AS Sn Qro'N P l:EECCC PAlAEL f CNS O\18 PIK 'i �1 LS 53 ..P< HEADER TO l a-FSTU.S,STRAP FER-TI1E Alto nr SPLC E EDGES SMALL 1 RCO210 rI apT5 JE OFE artP aTT:...4E�T:, F0 s { u GP31 TE TE Si SHE AT IJ DES EHEH3 fCAIAA•J'.L'L G,hlt1G :. '{ '{ PAC-H IGNr ItE ROII _ .( `i •; hiT LOL£u,+FPAl91G Ov ER Oi/IfH S,AfJ OFT CC NALI`C IS i tIN_+-FLt iC.W $s y +? 15l32 r.?�r T.ql 1G00 P C RhL A'EL " TRUC AIIE4 SH OATHINC- IT H 9L orTION C P GALJ,AIIZED RE 17�,N Eh.-' t1 PANEL EDGE ,J SH EasRIrJG .i GO 1 IS AT 0 N44;R.W J ',STUL'i �; 1 SL t' ,AJD SILLS)1P ,� : �• ^r11 • TYFIGAL PO,R[AL •'; ;nl PAN 4EI.i TH„P PANELFER TABLE 'Al''.05 •i i ter--¢S - pAAiL AiORBL ,CV9:-ETI 1-2 19 NST&I-LD PER R U 'ITH-2 PATE i .Alto. 4PGST 1 p TUC:. rt r .tiAs ER 3"x3'x0.229" d SPI-S PER.TA81-ES �9' .....e..-.... q.0 2 t-7 aNWxJA SCLTS PEA OVER CONCRETE OR MASONRY RLOCK FOUlIDAfION secrlD.I Race r e {' .' 6 a,PRAhT�Jc:✓acHORs 6 1 `.VGc:D T.I,TUPa.PINEL 0.L 5'LE R.i iE - APPLIED tDA055 3 \\\ SHEATH JG TO TCP rAA4'D-"?R 7. IST PER. ;{` SHE?HINGjCINTVIT A i �� IJ>IL S-JE \.`� �riP.1. TV..F 9]9 1B5 111 / I-TE TA—0157 J t,iN int.>.tIC NS - R402'.;'; 1 I APFRD'✓d B4NC -lrO009F?UC TVP.AL 'IL S:rGTt51NG UVE?AFPR" 31.IiD OR?iIA SCUT Ca iIP.11115T OVER RAISED MOD FLOOR FRAMING ANCHOR OPTION :N'HETI nRTAL SHEATHING DOES NOT LAP OVER UA110 OF:RIM:CiSTi a l vOOD STAUCTUR,.L / NEL 41 T:TPlU 5 TEPP TF ` ATTA rI S.EATHI. T IJTII ciE V11NUD-J"ER i9FJ+D PLAT TG101.57 ! $w 0 Np O_RIAIJCIST`NI j RSO.'3.1," .. \ •' - a 92 C0141ION SASIL3.1T 3- •• PER TABLE ,G.P.AND BOT iCR.I �— - __ TTMZ 3;l r �'lCOG 5'TRVGTUR"LPA'IEI SHEATHING•GIVER A,vPRCYc'-^,3e.FJ D'7R R1hi JCTET � � RIh1✓J19T O RAI SEO V/000 F LOOR-OVE R L A P OPTION h�\HEY P'SR TA,;-r1PATHINC'LAP50JER RAND OR RIAI AIAROS FRaAT ELEVATION SECTION For SL I inch='5AninT. I fuut=304.5mm. FIGURE R602.10.6.4 METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION (w) Section R606 .4 .4 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : R606 .4 .4 Parapet walls . Unreinforced solid masonry parapet walls shall not be less than 8 inches (203 mm) 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 - 91 - parapet walls in areas subject to wind loads of 30 pounds per square foot (1 .44 kPa) or located in Seismic Design Category Do, D1 or D2, or on townhouses in Seismic Design Category C shall be reinforced in accordance with Section R606 . 12 . (x) Section R606 . 12 . 2 . 2 . 3 of the 2016 Edition of the r California Residential Code is hereby amended to read as follows : R606 . 12 .2 .2 .3 Reinforcement requirements for masonry r elements. Masonry elements listed in Section R606 . 12 . 2 .2 . 2 shall be reinforced in either the horizontal or vertical direction as shown in Figure R606 . 11 (3) and in accordance with the following: 1 . Horizontal reinforcement . Horizontal joint reinforcement shall consist of at least one No. 4 bar spaced not more than 48 inches (1219 mm) . Horizontal reinforcement shall be provided within 16 inches i (406 mm) of the top and bottom of these masonry elements . i 2 . Vertical reinforcement . Vertical reinforcement shall { consist of at least one No. 4 bar spaced not more than 48 inches (1219 t mm) . Vertical reinforcement shall be within 16-8 inches (406mm) of the i ends of masonry walls . 1 (y) Exception to Section R602 . 3 . 2 of the 2016 Edition of the i California Residential Code is hereby amended to read as follows : Exception: In other than Seismic Design Category Do, D1 or I D2, a single top plate used as an alternative to a double top plate shall comply with the following: 1 . The single top plate shall be tied at corners, intersecting i i walls, and at in-line splices in straight wall lines in accordance with Table R602 . 3 . 2 . 2 . The rafters or joists shall be centered over the studs with a tolerance of not more than 1 inch (25 mm) . i - 92 - 1 t 3 . Omission of the top plate is permitted over headers where the headers are adequately tied to adjacent wall sections in accordance with Table R602 . 3 . 2 . (z) Table R602 . 3 . 2 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : tA#�LE '?t�U7.3.2 rOP-FL47C rnicr1n[owitio I C.�V�NTI r.°rt4 t.+i'.� 5 ir1Q Ir�sa t`sv[ktrK'1�idtPS httT:t Jutltti Eea SA ilf{ri gA.IK"b IMlttiRttsrt PaPts 6�tetrrttrsr #� : » Natr tlt1l1 4ar:r,�IAa Nfrrrri '.Striae filar g-,IKh 440 W I t _ _ _,_ __. _ _ _._.. � I t'iralle __ x ,I a •wild �,R•1 I ,� 11 '� a�i tx Of ,T,It:#I r•,c' or list n olrr . . ..._, ' rrvrV '�• «'",(§1 +J,y,,,�,}P arrvel{. ,."fib .=-?c d+"-Irr•.+1,.+.+.1:,. #eir 7±4-Fs+v'e 'd--X-}>--Ski -i}.}{,.. f'+- -' "Ip V"O Ounce•*-'�-Nixl -AecPf %itr k.r tiI I sta_9, (n + . .,•t �%A R nir E (aa) Section R803 . 2 .4 of the 2016 Edition of the California Residential Code is hereby added to read as follows : R803 .2 .4 Openings in horizontal diaphragms. Openings in horizontal diaphragms shall conform with Section R503 . 2 .4 . (bb) Section R1001 . 3 . 1 of the 2016 Edition of the California Residential Code is hereby amended to read as follows : R1001.3 . 1 Vertical reinforcing. For chimneys up to 40 inches (1016 mm) wide, four No. 4 continuous vertical bars adequately anchored l F 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 t expansion. For chimneys more than 40 inches (1016 mm) wide, two additional No. 4 vertical bars adequately anchored into the concrete foundation shall be provided for each additional flue incorporated into { the chimney or for each additional 40 inches (1016 mm) in width or fraction thereof . I ' - 93 - SECTION 33 : Section 24 . 106 of Article XIV, Chapter 24, Building and Construction, of the Code of the City of Vernon is amended to read as follows : Sec. 24 .106 . 2016 California Green Building Standards Code E adopted. The City of Vernon hereby adopts by reference the 2016 k California Green Building Standards Code, also known as CALGreen Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 11, including applicable tables, indices, appendices, addenda and footnotes . The voluntary a j provisions in Appendix Chapter A-4 and Chapter A-5 are not adopted as i mandatory compliance features at this time . Except as otherwise 3 provided herein, or as later amended, said California Green Building ; Standards Code is hereby referred to and by such reference is i I incorporated herein as if fully set forth and is hereby adopted by i reference as the Green Building Standards Code of the City of Vernon. I SECTION 34 : Section 24 . 107 of Article XIV, Chapter 24, Building and Construction, of the Code of the City of Vernon is amended to read as follows : Sec. 24 .107 . Green Building Standards Code amendments, additions, and deletions . 1 The 2016 Edition of the California Green Building Standards Code is hereby amended as follows : (a) Section 101 . 12 is hereby added to the 2016 California Green Building Standards Code to read as follows : 101. 12 Green building standards permit fee. Green Building Standards permit fees shall be set forth in a fee schedule adopted by resolution of the City Council . ; } t - 94 - z 3 A reinspection fee may be assessed for each inspection or reinspection when such portion of the work for which an inspection is called is not complete or when corrections called for are not made . Reinspection fees may be assessed when the inspection record card is not posted or otherwise available at the work site, the { japproved plans are not readily available to the inspector, for failure to provide access on the date and time for which the inspection is requested, or for deviating from the plans requiring the approval of i the building official . In instances where reinspection fees have been assessed, the city may deny additional inspection of the work until the required fees are paid. (b) The definition of "sustainability" is hereby added to Section 202 of the 2016 Edition of the California Green Building Standards Code in alphabetical order to 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 . (c) Section 301 . 1 of the 2016 Edition of the California Green Building Standards Code is hereby amended to read as follows : i 301. 1 Scope. Buildings shall be designed to include the green i building measures specified as mandatory in this code . Voluntary green building measures are also included in this code and the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless they are adopted by a city or county as specified in Section 101 . 7 . (d) Section 301 . 1 . 1 of the 2016 Edition of the California Green Building Standards Code is hereby amended to read as follows : - 95 - 301.1. 1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings . 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 j a certificate of final completion, certificate of occupancy or final i permit approval by the local building department . See Civil Code i Section 1101 . 1, et seq. , for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates . (e) Section 5 .408 . 3 of the 2016 Edition of the California Green Building Standards Code is hereby amended to read as follows : 5 .408 .3 Excavated soil and land clearing debris [BSC] 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. Notes : 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/ - 96 - county/county_contacts .html) 2 . For a map of known pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture . (www. cdfa.ca.gov) 3 . Contaminated soil shall not be reused and shall be disposed of or remediated in accordance with relevant regulations . (f) Section A4 . 105 . 2 of the 2016 Edition of the California Green Building Standards Code is hereby amended to read as follows : A4 .105 .2 Reuse 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: t 1 . Light fixtures 2 . Plumbing fixtures 3 . Doors and trim 4 . Masonry (reused masonry may only be used for flatwork) s 5 . Electrical devices j 6 . Appliances 7 . Foundations or portions of foundations Note: Reused material must be in compliance with the appropriate Title 24 requirements . (g) 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 hereby amended to read as follows : A4 . 106 .5 Cool roof for reduction of heat island effect. Roofing materials for Tier 1 and Tier 2 buildings shall comply with - 97 - this section. TABLE A4.106.5.1(1) TIER 1 - LOW-RISE RESIDENTIAL MINIMUM 3-YEAR ROOF CLIMATE AGED SOLAR THERMAL SLOPE z - REFLECTANCE EMITTANCE SRI £ 2:12 43445 0.63 0.75 75 > 2:12 44-4-5 0.20 0.75 16 TABLE A4.106.5.1(2) TIER 2 - LOW-RISE RESIDENTIAL MINIMUM 3-YEAR ROOF CLIMATE AGED SOLAR THERMAL SLOPE zON€ REFLECTANCE EMITTANCE SRI 9-2:12 2, 4-,6-45 0.68 85 82 > 2:12 2-, 4�-4-5 0.28 85 27 TABLE A4.106.5.1(3) TIER 1 - HIGH-RISE RESIDENTIAL BUILDINGS, HOTELS, AND MOTELS MINIMUM 3- YEAR AGED ROOF CLIMATE SOLAR THERMAL SLOPE ZONE- REFLECTANCE EMITTANCE SRI £2:12 0.63 0.75 75 �5 > 2:12 2-45 0.20 0.75 16 c TABLE A4.106.5.1(4) TIER 2 - HIGH-RISE RESIDENTIAL BUILDINGS, HOTELS, AND MOTELS MINIMUM 3- YEAR AGED ROOF CLIMATE SOLAR THERMAL SLOPE ZON-E- REFLECTANCE EMITTANCE SRI 2 2:12 2-45 0.68 0.85 82 > 2:12 2--1-5 0.28 0.85 27 (h) Section A4 . 303 . 4 of the 2016 Edition of the California i Green Building Standards Code is hereby amended to read as follows : i A4 .303 .4 Nonwater supplied urinals and composting toilets. Nonwater supplied urinals or composting toilets are installed throughout the scope of the permit or comply with Sections 1101 . 1 thru 1101 . 8 of the California Civil Code, whichever is the most restrictive . i 98 - 1, Where approved, hybrid urinals, as defined in Chapter 2, shall be considered waterless urinals . (i) Section A4 .404 . 3 of the 2016 Edition of the California Green Building Standards Code is hereby 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 r 3 . Panelized (SIPS, ICF or similar) wall framing system 4 . Other methods approved by the enforcing agency (j ) Section A4 .405 . 1 of the 2016 Edition of the California jGreen Building Standards Code is hereby amended to read as follows : 3 A4 .405 . 1 Prefinished building materials. Utilize prefinished building materials which do not require additional painting or staining. 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 2 . Windows not requiring paint or stain 3 . Siding or exterior wall coverings which do not require paint or stain (k) Section A4 .405 .4 of the 2016 Edition of the California Green Building Standards Code is hereby amended to read as follows : A4 .405.4 Use 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 - 99 - minimum of 2 . 5 percent of the total value, based on estimated cost of materials on the project : 1 . Insulation 2 . Bamboo or cork 3 . Engineered products 4 . Agricultural based products 5 . 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 10-year or shorter cycle. (1) Section A4 .407 . 1 of the 2016 Edition of the California Green Building Standards Code is hereby amended to read as follows : A4 .407 . 1 Drainage around foundations. Install foundation and landscape drains which discharge to a dry well, sump, bioswale or other E approved on-site location except when not required by state code or locally approved ordinance . (m) Section A5 . 106 .4 . 1 of the 2016 Edition of the California i i Green Building Standards Code is hereby amended to read as follows : j A5 . 106 .4 . 1 Short-term bicycle parking. If the project is anticipated to generate visitor traffic, provide permanently anchored jbicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 15 percent of visitor motorized vehicle parking capacity, with a minimum of one two-bike capacity rack. (n) Table A5 . 106 .4 . 3 of the 2016 Edition of the California Green Building Standards Code is hereby 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 - 100 - nearby changing/shower facilities . TABLE A5.106.4.3 NUMBER 2-TIER (12" X 15" X OF SHOWER/CHANGING 72") PERSONAL TENANT- FACILITIES REQUIRED EFFECTS 0-10 1 unisex shower 1 11-50 1 unisex shower 2 51-100 1 unisex shower 3 101-200 1 shower stall per gender 4 Over 200 1 shower stall per gender for One 2-tier locker for each 200 additional tenant- each 50 additional occupants tenant-occupants Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates (o) Section A5 . 106 . 6 . 1 of the 2016 Edition of the California Green Building Standards Code is hereby amended to read as follows : A5 . 106 .6 . 1 Reduce parking capacity. With the approval of the enforcement authority, employ strategies to reduce on-site parking area by 20% by: 1 . Use of on street parking or compact spaces, illustrated 4 on the site plan; or 2 . Implementation and documentation of programs that encourage occupants to carpool , ride share or use i alternate transportation. i Note : Strategies for programs may be obtained from local 1 TMAs . i j (p) Section A5 .406 . 1 of the 2016 Edition of the California Green Building Standards Code is hereby amended to read as follows : 1 i A5 .406 .1 Choice of materials. Compared to other products in a i 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 i i j - 101 - value, based on estimated cost of materials on the project . SECTION 35 : Section 24 . 108 of Article XV, Chapter 24 , Building and Construction, of the Code of the City of Vernon is amended to read as follows : Sec. 24 . 108 . 2016 California Energy Code adopted. The City of Vernon hereby adopts by reference the 2016 California Energy Code, as published by the California Building Standards Commission, California Code of Regulations, Title 24 , Part 6, including all of its tables, indices, appendices, addenda and footnotes subject, however, to the amendments, additions and deletions set forth in this article. Except as otherwise provided herein, or as later amended, said California Energy Code is hereby referred to and by such reference is incorporated herein as if fully set forth as the Energy Code of the City of Vernon. i SECTION 36 : Section 24 . 109 of Article XV, Chapter 24, Building and Construction, of the Code of the City of Vernon is amended F to read as follows : 's 1 f Sec. 24 . 109 . Energy Code amendments, additions, and t I deletions. The 2016 California Energy Code is amended as follows : i (a) Paragraph (i) is hereby added to Section 100 of the 2010 a California Energy Code to read as follows : i t (i) Energy permit fee. Energy permit fees shall be set 4 forth in a fee schedule adopted by resolution of the City Council . A reinspection fee may be assessed for each inspection or reinspection when such portion of the work for which an inspection is called is not complete or when corrections called for are not made . Reinspection fees may be assessed when the inspection record card is not posted or otherwise available at the work site, the - 102 - approved plans are not readily available to the inspector, for failure to provide access on the date and time for which the inspection is requested, or for deviating from the plans requiring the approval of the building official . In instances where reinspection fees have been assessed, the city may deny additional inspection of the work until the required fees are paid. SECTION 37 : Findings and Justifications . Findings of fact and justifications of the City Council of the aforementioned amendment that justify local amendments and to the California Building Standards Code, Title 24 CCR, on the basis of specific local climatic, topographic or geologic conditions and submitted to the City Council under separate cover for approval . SECTION 38 : Ordinances Repealed. Any ordinance, part of an t ordinance, or code section in conflict with this Ordinance is hereby repealed. SECTION 39 : Severability. If any chapter, article, section, subsection, subdivision, paragraph, sentence, clause, or phrase or word of this Ordinance or any part thereof is for any reason held to be unconstitutional or invalid or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Ordinance or any part thereof . The City Council hereby declares that it would have adopted this Ordinance and each chapter, article, section, subsection, subdivision, sentence, clause or phrase thereof, irrespective of the fact that any one or more chapters, articles, sections, subsections, subdivisions, clauses, paragraphs, sentences, clauses, phrases or words be declared unconstitutional, or invalid, or ineffective . 103 - i SECTION 40 : Effect of Code on Past Actions and Obligations. The adoption of this Ordinance does not affect any civil lawsuit instituted or filed or prosecutions for ordinance violations committed on or prior to the effective date of this Ordinance, does not waive any fee or penalty due and unpaid prior to the effective date of this Ordinance and does not affect the validity of any bond or cash deposit posted, filed or deposited pursuant to the requirements of any ordinance. SECTION 41 : References to Prior Code. Unless superseded and expressly repealed, references in City forms, documents and regulations to the chapters and sections of the former Ordinance No. 1217, shall be construed to apply to the corresponding provisions contained within this Ordinance. Ordinance No. 1217 of the City of Vernon, and all other ordinances or parts of ordinances, in conflict herewith are hereby superseded and expressly repealed. i SECTION 42 : Penalty. Unless otherwise provided in the Vernon Municipal Code, any person violating any provision of this Ordinance shall be guilty of a misdemeanor and upon conviction thereof, shall be punished by a fine not exceeding one thousand dollars, or by imprisonment in jail for a term not exceeding six months, or both such fine and imprisonment . SECTION 43 : Copies on File with City Clerk. Pursuant to Government Code Section 50022 . 6 , one certified copy of each of the following: 2016 Fire Code, 2016 California Building Code, 2016 California Electrical Code and 2006 Edition of the ICC Electrical Code Administrative Provisions, 2016 California Mechanical Code, 2016 California Plumbing Code, 2016 California Existing Building Code, 2015 International Existing Building Code, 2016 California Residential Code, - 104 - 2016 California Green Building Standards Code, and 2016 California Energy Code shall be made available for public inspection in the office of the City Clerk. SECTION 44 : Book of Ordinances . The City Clerk, or Deputy City Clerk, shall attest and certify to the adoption of this Ordinance and shall cause this Ordinance and the City Clerk' s, or Deputy City Clerk' s, certification to be entered in the Book of Ordinances of the Council of this City. The City Clerk, or Deputy City Clerk, shall cause this ordinance to be published or posted as required by law. I - 105 - SECTION 45 : Effective Date. This ordinance becomes effective and shall be in full force on the thirty-first day after the passage thereof; provided, however that where complete plans for buildings have been filed and are pending for building permits prior to the effective date of this Ordinance, permits may be issued, and the applicant may proceed with the construction in strict compliance with Ordinance No. 1237, provided however that physical construction is started within one hundred eighty (180) days from the date of issuance of the permit and continued to completion according to said Ordinance No. 1237 . APPROVED AND ADOPTED this day of 2016 . i 1 Name : Title : Mayor / Mayor Pro-Tem ATTEST: City Clerk / Deputy City Clerk APPROVED AS TO FORM: Brian Byun, Deputy City Attorney i - 106 - STATE OF CALIFORNIA ) ss COUNTY OF LOS ANGELES ) I, City Clerk / Deputy City Clerk of the City of Vernon, do hereby certify that the foregoing Ordinance, being Ordinance No. 1237 was duly and regularly introduced at a regular meeting of the City Council of the City of Vernon, held in the City of Vernon on Tuesday, November 15, 2016, and thereafter adopted at a meeting of said City Council held on Tuesday, by the following vote : AYES : Councilmembers : NOES : Councilmembers : ABSENT: Councilmembers : And thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this day of 2016, at Vernon, i California. i I i i City Clerk / Deputy City Clerk 1 (SEAL) - 107 - w RVEQ RECEIVED 4 Nov 0 9 2016 Nov 08 cols L*l - v'4 CITY CLEWS OFFICE STAFF REPORT CITY ADMINISTRATION HUMAN RESOURCES DEPARTMENT DATE: November 15, 2016 TO: Honorable Mayor and City Council FROM: Michael A. Earl, Director of Human Resources qz�s Originator: Veronica Avendano, Administrative Secretary RE: Service Pin Awards for October 2016 Recommendation A. City Council to present service pins to those employees hired in October. Background Submitted herewith lists the employees who are eligible to receive their service pin based on the number of service years with the City of Vernon. Fiscal Impact None. Attachment(s) 1. October 2016 Service Pin employee list. Page 1 of 1 016 SERVICE PIN LIST OCTOBER ANNIVERSARY EMPLOYEE'S NAME DEPARTMENT TITLE D.O.H YEARS Michelle J.Tolmasoff Vernon Gas& Electric Senior Administrative Assistant 10/22/2001 15 Willie A. Carram Vernon Gas&Electric Utilities Dispatcher 10/9/2006 10 AnthonyZarate Public Works Administrative Secretary 10/19/2011 5 RFCEIVEL Page 1 of 011 Y GLERK'S iMICE INFINITY INSURANCE COMPANY SUBROGATION P.O. BOX 830807 Tel: 800-782-2020 BIRMINGHAM, AL 35283-0807 Fax: 800-214-5727 Email: mail.claims@ipacc.com DATE: 11/02/16 POLICY: CLAIM NUMBER: 20002807496 CITY CLERK OFFICE DATE OF LOSS: 09/22/16 CITY OF VERNON INSURED NAME: 4305 S. SANTA FE AVENUE VARGAS SALVADOR VERNON CA 90058- CLAIMANT NAME: VARGAS SALVADOR Reference: Fernando Venezuala Our records indicate you provided liability coverage for City of Vernon for a loss on 09/22/16. Our investigation indicates liability rests with your insured. We come to you now for recovery under our policy rights of subrogation for damages paid in the amount of $1236.14 , which includes our insured's deductible. The breakdown of our demand is below: Collision 736. 14 Deductible: 500.00 Total: 1236. 14 da9 X We seek 100% of our damages. Please make your check in the amount $ 1236.14 payable to the company listed above as Subrogee of Salvador Vargas Please include our claim number on your payment and mail the payment to our address listed above. If you have any questions I can be reached at 205-588-3226 Please be advised that any payment in an amount less than that is set forth in this letter to Infinity without prior authorization will not constitute a full & final settlement and will be accepted as partial payment only. Although such payments may be demarked as "payment in full" or have other words of similar meaning noted, by processing this will not constitute an accord and satisfaction, as Infinity has not agreed to the acceptance of such payment. Only an authorized Subrogation Specialist may communicate, orally or in writing, Infinity's specific agreement to accept an amount less than that demanded in this letter. In order to asist you in evaluating and processing our subrogation claim we are presenting, we may provide nonpublic personal information about our customers. We are sharing this information to effect, administer, or enforce a transaction authorized by the customer. http://vics.ipacc.com:1620/claims/FrontControllerSpring/letterDisplay?method=submitNe... 11/2/20l 6 Page 3 of 4 INFINITY INSURANCE COMPANY SUBROGATION P.O. BOX 830807 Tel: 800-782-2020 BIRMINGHAM, AL 35283-0807 Fax: 800-214-5727 Email: mail.claims@ipacc.com POLICY: CLAIM NUMBER: 20002807496 However, you are neither authorized nor permitted to: (1) use the customer information we provide for any purpose other than to evaluate and process our subrogation claim, or (2) disclose or share the customer information we provide for any purpose other than to evaluate and process the subrogation claim. Sincerely Gary 0. Williams Subrogation Specialist * If you do not provide coverage for this loss, please send us your written coverage denial so we may pursue accordingly. Warning: FOR YOUR PROTECTION CALIFORNIA LAW REQUIRES THE FOLLOWING TO APPEAR ON THIS FORM: ANY PERSON WHO KNOWINGLY PRESENTS FALSE OR FRAUDULENT CLAIM FOR THE PAYMENT OF A LOSS IS GUILTY OF A CRIME AND MAY BE SUBJECT TO FINES AND CONFINEMENT IN STATE PRISON. http://vics.ipacc.com:1620/claims/FrontControllerSpring/letterDisplay?method=submitNe... 11/2/2016 CLAIM FOR DAMAGES RESERVE FOR FILING STAMP TO PERSON OR PROPERTY CLAIM No. INSTRUCTIONS 1. Claims for death,injury to person or to personal property must be filed not later than six(6)months after the occurrence. (Gov.Code Sec.9112) 2. Claims for damages to real property must befiled not later than one(1)year after the occurrence. (Gov.Code Sec.911.2) 3. Read entire claim before filing. 4. See page 2 for diagram upon which to locate place of accident 5. This claim form must be signed on page 2 at bottom. & Attach separate sheets, if necessary,to give full details. SIGN EACH SHEET 7. Claim must be filed with City Clerk. (Gov.Code Sec.915a) TO: CITY OF VERNON CITY COUNCIL Name of Claimant Age of aimant natural pets Salvador Vargas 30 you Rome Address of Claimant City and State Home Telephone Number Huntington Park, CA 90058 1 Business Address of Claimant City and State Business Telephone Number Give address to which you desire notices or communications to be sent regarding this claim: P.O_ Box 830807 Birmingham,AL 35283 How did DAMAGE or INJURY occur? Give full particulars. The driver of the city of Vernon vehicle backed into our insured's stopped vehicle When did DAMAGE or INJURY occur? Give full particulars, date,time of day, etc.: 2:13 PM on 09/22/2016 Where did DAMAGE orINJURY occur? Describe fully,and locate on diagram on reverse side of this sheet, where approximate, give street names and address and measurements from landmarks: Soto Street in Huntington Park, CA What particularACTorOMISSIONdoyou claim caused the injury ordamage? Give names of City employees, if any, causing the injury or damage, if known: City employee backed into our insured's vehicle What DAMAGE or INJURIES do you claim resulted? Give full extent of injuries or damages claimed: Damage to the right quarter panel and rear bumper areas What AMOUNT do you claim of each item of injury or damage as of date of presentation of this claim, giving basis of computation: $1236.14 Give ESTIMATED AMOUNT as faras known you claim on account of each item of prospective injury or damage,giving basis of computation $1236.14 please see the attached documents Were you insured at the time of the incident?If so, provide name of insurance company,policy numbers and amount of insurance payments received: Infinity Insurance Company Adj: Gary O. Williams Clm no: 20002807496 Tel. (205) 588-3226 Expenditures made on account of accident or Injury: (Date-Item) (Amount) Name and address of Witnesses, Doctors and Hospitals: READCAREFULLY For all accident claims place on following diagram names of streets, including North, East.South, and West: indicate place of accident by"X"and by showing house numbers or distances to street comers. If City Vehicle was Involved,designate by letter A'location of City vehicle when you first saw it,and by"B"location of yourself or your vehicle when you first saw City vehicle;location of City vehicle at time of accident by"A-1"and location of yourself or your vehicle at the time of accident by"81"and the point of Impact by"X." NOTE-if diagrams do not fit the situation, attach hereto a proper diagram signed by claimant. FOR AUTOMOBILE ACCIDENTS 71\ I F FOR OTHER ACCIDENTS L4 i �51DEWALKA CURB CURBI PARKWAY SIDEWALK ?rl declare, under penalty of perjury, that the foregoing, including any attachments, is true and correct. -typed?Primed Name: Signature of Claimant or person filing on his/her behalf,giving Date: Gary O. Williams reiationshiplo Claim ant: 11/2/2016 N( tE ,ILL rLA1MkkJ1%MAY BE REOUES7E13 To 9E EXOLMINED AS TO THfnf CLAIM linDER OATH PRE SEN1rArION OF A FALSE CLAIM 16 A=E L PEN_CODE SEC 72) CLAIMS MUST BE FILED WITH CITY CLERK(GOV CODE SEC 915a)_STATE LAW PROVIDES THAT IF YOU ARE NOT NOTIFIED OF ANY ACTION BY THE CITY OF THIS CLAIM WITHIN 45 DAYS OF FILING THEN THE CLAIM IS DEEMED DENIED(SEE GOV CODE SEC 911 6&912 4) R A;,16 Attachments on File with the City Clerk If you would like a copy please contact our office. RECEIVED : *:. RECEIVED Nov 0 s 2016 Nov 0 8 2016 CITY CLERK'S OFFICE �""*��� CITY ADMINISTRATION STAFF REPORT FINANCE/TREASURY DEPARTMENT DATE: November 08, 2016 TO: Honorable Mayor and City Council FROM: William Fox, Finance Director' RE: Ratification of the City Warrant Registers for City Council Agenda of November 15, 2016 It is recommended that the ratification of the following warrant registers to record the following voided checks be considered at the City Council meeting of November 15, 2016. 1. City Warrant Register No. 1458 to record voided Check No. 352559 in the amount of$45.50 issued 10/18/16 to Colantuono, Highsmith &, Whatley, PC. 2. City Warrant Register No. 1459 to record voided Check No. 352725 in the amount of$871.46 issued 11/01/16 to Jetro. Cm OF VERNON ACCOUNTS PAYABLE CHECK No. 352559 pmopcz mimm DATE r0 jo6*AN]4 oEKmwnon ascouur AWLUNT 31546 09107/2016 MATTER NO- 52011 0002 000 45.50 J tO Z 4550 P4EASF 9F'aCH OEFO RE❑EPM5 l Wrl r .F . •• t f ,.•i ± City of vormn �pw+r ra'o+ aonoon I f 4305 Santa Fe Awe SMMAPAw c.a,a. 1Jeman.CA K*58 (3231 5834$91 S t3ATE � R CIiECKpJIdIJNT 005113 10/18I2016 352559 45 50 PAY Forty Five Dollars and Fifty Cents TO THE COLANTUONO. HIGHSMITH &, WHATLEY. PC ORDER 420 SIERRA COLLEGE DRIVE. SUITE 14l) 4 °F GRASS VALLEY. CA 95945 n'0352559n■ 1: 3 2 20 70 38 0: 8D36278311' CITY OF VERNON ACCOUNTS PAYABLE CHECK NO. 352725 w4C+CENumxV DATE P.p p 0117CRIPTION CmmW,mT Ai�0UN7 201829 09/07/2016 011.0011853 CUSTOMER NO. 1981733 0.00 871 46 V" 1 ko Vul ON It o21 ob J1, 91 or] E 11 •L It, TL. 87146 PLEASE DETACH BEFORE DEPOSITING 'ti��F�M:M/G•' City VernonASTJ"B►NK C11 4 + • {# l 2MMUNT&OTONIR 2NDFLOOR {�+•yq * Y- 4305 Santa Fe Ave SANUARVO u S1706 • i*J Vernon,CA 90058 (323)583 8811 :ImA6KR BATE Iti� CHECICII,tOUN1r 000475 11/01/2016 352725 67146 PAY Eight Hundred Seventy One Dollars and Forty Six Cents TO THE JETRO vRGE1f 2300 E. 57TH OF VERNON, CA 90058 11@0352725ii' 1: 3 2 20 70 313 0: 80 3 6 2 78 311- RECEIVED RECEIVED (` • ' NOV 08 2016 NO�J U 9 201V CITY CLERK'S OFFICE { ` CITY ADMINISTRATION STAFF REPORT FINANCE/TREASURY DEPARTMENT DATE: November 8, 2016 TO: Honorable Mayor and City Council FROM: William Fox, Finance Director RE: City Payroll Warrant Register for City Council Agenda of November 15, 2016 It is recommended that the attached Payroll Warrant Register No. 725 be approved at the City Council meeting of November 15, 2016 Payroll Warrant Register No. 725 totals $3,297,151.95, and covers claims and demands presented for October 1, 2016 to October 31, 2016, drawn from East West Bank, Payroll Account. The following list details the components of Payroll Warrant Register No. 725: 1. Ratification of direct deposits, checks and taxes totaling $2,280,894.39; and 2. Checks and electronic fund transfers (EFT) paid through General bank account totaling 1,016,257.56 Raquel Franco 1 11/812016 8 12 AM PAYROLL WARRANT REGISTER City of Vernon No. 725 Month of October 2016 1 hereby Certify: that claims or demands covered by the This is to certify that the claims or demands above listed warrants have been audited as to accuracy covered by the above listed warrants have been and availability of funds for payments thereof; and that audited by the City Council of the City of Vernon said claims or demands are accurate and that funds are and that all of said warrants are approved for pay- available for payments thereof. ments William Fox DATE Director of Finance _ DATE Date: Page 1 of 1 Payroll Warrant Register Memo:Warrant Payrolls reported for the month of October: 09/18/16 - 10/01/16, Paydate 10/13/16 10/02/16 - 10/15/16, Paydate 10/27/16 10/02/16 - 10/15/16, Paydate 10/27/16 Payment Method Date Payment Description Amount Checks 10/13/16 Net payroll, checks $ 24,032.64 ACH 10/13/16 Net payroll, direct deposits 812,397.22 ACH 10/13/16 Payroll taxes 249,622.50 Checks 09/15/16 Net payroll, checks 27,613.53 ACH 09/15/16 Net payroll, direct deposits 802,303.40 ACH 09/15/16 Payroll taxes 243,720.95 ACH 09/29/16 Net payroll, direct deposits 78,120.55 ACH 09/29/16 Payroll taxes 43,083.60 Total net payroll and payroll taxes 2,280,894.39 ACH 09/01/16 ICMA 31,982.64 ACH 09/01/16 CalPERS 451,503.79 ACH 09/01/16 Califomia State Disbursement Unit 2,012.84 352637 09/01/16 Sandra Bingman 2,00000 352641 09/01/16 Franchise Tax Board 18000 352644 09/01/16 IBEW Dues 3,380.14 352651 09/01/16 Vernon Firemen's Association 3,365.00 352652 09/01/16 Vernon Police Officers'Benefit Association 1.837.75 ACH 09/15/16 ICMA 30,931.70 ACH 09/15/16 CaIPERS 453,388.11 ACH 09/15/16 California State Disbursement Unit 2,012.84 352794 09/15/16 Sandra Bingman 2,000.00 352799 09/15/16 Franchise Tax Board 180.00 352814 09/15/16 Teamsters Local 911 2,280.00 352816 09/15/16 Vernon Firemen's Association 3,365.00 352817 09/15/16 Vernon Police Officers' Benefit Association 1,837.75 ACH 09/29/16 ICMA 24,000.00 Payroll related disbursements, paid through General bank account 1,016,257.56 Total net payroll,taxes, and related disbursements $ 3,297,151.95 Page 1 01 1 �- . RECEIVED RECEIVED µ , _ Nov 0 s 2os NOV 0 9 2016 CITY ADMINISTRATION elly CLEW OFFICE STAFF REPORT FINANCE/TREASURY DEPARTMENT DATE: November 8, 2016 TO: Honorable Mayor and City Council FROM: William Fox, Finance Director 1 RE: City Warrant Register for City Council Agenda of November 15, 2016 It is recommended that the attached City Warrant Register No. 1460 be approved at the City Council meeting of November 15, 2016. City Warrant Register No. 1460 totals $959,250.74, and covers claims and demands presented during the period of October 25 through November 07, 2016, drawn, or to be drawn, from East West Bank. The following list details the components of City Warrant Register No. 1460: 1. Ratification of wire transfers totaling $548,077.82; 2. Ratification of the issuance of early checks totaling $325,940.90; and 3. Authorization to issue pending checks totaling $86,232.02. 4. Voided check No. 352786 totaling $571.38. F Vic jiodpo l CITY OF VERNON WARRANT REGISTER NO. 1460 ' NOVEMBER 15, 2016 I hereby certify that claims and/or demands included in above listed warrant This is to certify that the claims or demands covered by the above listed register have been audited for accuracy and availability of funds for warrants have been audited by the City Council of the City of Vernon and payments and that said claims and/or demands are accurate and that the that all of said warrants are approved for payments except Warrant funds are available for payments thereof. Numbers: _ Void Checks: 352786 William Fox Finance Director Date: Printed: 1118/2016 8 08:13AM Paqe 2 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT US BANK CORPORATE 011.1033.520000 172.22 Supplies 092216 1482 011.1033.520000 78.41 Hardware Supplies 092216(10) 1482 011.1031.596500 177.96 Airfare 092216(11) 1482 011.1031.596700 -98.00 Refund 092216(11) 1482 011.1031.596700 210.00 Registration/M. Madrigal 092216(11) 1482 011.1031.520000 97.97 Supplies 092216(11) 1482 011.1031.540000 1,637.60 Uniforms 092216(11) 1482 011.1031.540000 206.00 Uniforms 092216(11) 1482 011.1031.596200 104.00 Fingerprint/Live Scan 092216(11) 1482 011.1026.597000 70.00 Fingerprint/Live Scan 092216(11) 1482 011.1031.596700 1,864.00 Employee Development&Training 092216(11) 1482 011.1031.550000 32.7❑ Professional Services 092216(11) 1482 011.1031.596500 386.10 Lodging/N. Perez 092216(11) 1482 011.4031.520000 1,027.76 Training Equipment 092216(11) 1482 011.1031.596700 210.00 Registration/A. Quinones 092216(11) 1482 011.1031.596500 307.52 Lodging Deposit/M. Madrigal 092216(11) 1482 011.1031.596500 307.52 Lodging Deposit/A. Quinones 092216(11) 1482 011.1031.596500 427.44 Lodging Deposit 1 J.Winegar 092216(11) 1482 011.1002,520000 195.14 Repairs 092216(12) 1482 011.1002.596500 575.00 Conference Registration 092216(13) 1482 011.1002.596500 174.16 Lodging/C. Fandino 092216(13) 1482 011.1002.596500 101.69 Lunch 092216(13) 1482 011.1004.596700 261.65 Employee Development&Training 092216(14) 1482 Printed 111812016 8 08 13AM Paqe 3 or 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT US BANK CORPORATE 011.1026.550000 295.00 Job Ad 092216(15) 1482 011.1026.520000 7.75 Supplies 092216(15) 1482 011.1026.550000 58.47 Lunch/Interview Panel 092216(15) 1482 011.1026.550000 15.57 Snacks/Interview Panel 092216(15) 1482 011.1026.596700 644.37 Kickoff Luncheon 092216(15) 1482 011.1026.550000 129.71 Health&Wellness 092216(15) 1482 011.1026.596700 13.48 Supplies/Health Fair 092216(15) 1482 011.1026.550000 11.33 Supplies/Health Fair 092216(15) 1482 011.1026.520000 5.45 Supplies/Health&Wellness 092216(15) 1482 011.1026.550000 212.00 Snacks/Health&Wellness 092216(15) 1482 011.1033.520000 177.80 Lunch 092216(16) 1482 011.1033.520000 -611.97 Refund 092216(16) 1482 011.1049.520000 78.78 Hardware Supplies 092216(16) 1482 011.1033.520000 494.88 Hardware Supplies 092216(16) 1482 011.1049.520000 468.58 Hardware Supplies 092216(17) 1482 011.1049.520000 429.08 Supplies 092216(17) 1482 011.1049.590000 928.72 Supplies 092216(18) 1482 011.1026.596700 175.34 Employee Development&Training 092216(18) 1482 020.1084.520000 46.52 Hardware Supplies 092216(19) 1482 011.1043.520000 277.15 Hardware Supplies 092216(2) 1482 011.1043.520000 -55.97 Refund 092216(2) 1482 011.1049.520000 137.61 Supplies 092216(20) 1482 011.1033.520000 315.01 Supplies 092216(21) 1482 Printed 11/8/2016 8 08 13AM Paqe 4 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE p.0_14 ISSUED NUMBER AMOUNT US BANK CORPORATE 011.1033.540000 -129.99 Refund 092216(22) 1482 011.1033.520000 25.75 Supplies 092216(22) 1482 011.1033.520000 830.05 Supplies 092216(22) 1482 011.1033.540000 129.99 Uniforms 092216(22) 1482 011.1060.596700 185.00 Conference Registration 092216(23) 1482 011.1060.596700 606.30 Lodging 1 Staff 092216(23) 1482 011.1060.596550 205.00 Membership Dues 092216(23) 1482 011.1060.596700 685.00 Registration 1 J. Torres 092216(23) 1482 011.1060.596700 185.00 Registration 1 Staff 092216(23) 1482 011.1060.596550 285.00 Renewal 092216(23) 1482 011.1060.596700 80.00 Employee Development&Training 092216(23) 1482 020.1084.520000 515.00 Registration I S. Rigg 092216(24) 1482 011A041.520000 1,349.91 Supplies 092216(24) 1482 011.1046.520000 216.41 Supplies 092216(25) 1482 011.1031.570000 86.63 Fuel 092216(26) 1482 011.1033.520000 9.98 Meals 092216(27) 1482 011.1033.520000 984.81 Supplies 092216(27) 1482 011.1024,596500 15.05 Lunch 1 Meeting 092216(28) 1482 011.1024.596500 250.00 Registration 092216(28) 1482 011.1024.510000 42.44 Supplies 092216(28) 1482 011.1033.570000 2,833.89 Vehicle Expense 092216(29) 1482 011.1049.520000 2,220.89 Supplies 092216(3) 1482 011.1031.570000 22.86 Fuel 092216(30) 1482 Printed 111812016 8 08 13AM Pape 5 or 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 WIRES , ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT US BANK CORPORATE 011.1049.520000 991.68 Hardware Supplies 092216(31) 1482 011.1048.590000 62.68 Hardware Supplies 092216(31) 1482 011.1043.596700 575.00 Employee Development&Training 092216(32) 1482 011.1040.596700 330.00 Employee Development&Training 092216(32) 1482 011.1026.596500 141.20 Airfare 092216(33) 1482 011.1026.596200 -151.51 Return 092216(33) 1482 011.1026.596905 66.80 Lunch/Interview Panel 092216(33) 1482 011.1026.596700 320.37 Kickoff Luncheon 092216(33) 1482 011.1026.596700 -30.00 Discount Credit 092216(33) 1482 011.1026.550000 283.80 Supplies/Health Fair 092216(33) 1482 011.1026.550000 -283.80 Refund/Health Fair 092216(33) 1482 011.9019.520010 160.00 Membership Dues 092216(34) 1482 011.9019.520010 41.85 Subscription 092216(34) 1482 011,9019.520010 1,888.93 Supplies 092216(34) 1482 011.9019.520010 319.58 Supplies 092216(34) 1482 011.1031.570000 174.04 Fuel 092216(35) 1482 011.1036 560000 74.98 Utilities 092216(36) 1482 011.1043.520000 137.54 Hardware Supplies 092216(37) 1482 011.1031.570000 12690 Fuel 092216(38) 1482 011.1031.520000 32.08 Supplies 092216(38) 1482 011.1026.596200 37.66 Lunch Meeting 092216(4) 1482 011.1026.596700 420.00 Fingerprint/Livescan 092216(4) 1482 011.1026.596200 4092 Lunch/Interview Panel 092216(4) 1482 Panted-1118I2016 8:08:13AM Page 6 o1 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT US BANK CORPORATE 011.1026.596200 48.19 Snacks I Interview Panel 092216(4) 1482 011.1003.596700 545.00 Employee Development&Training 092216(5) 1482 011.1003.596200 20.00 Professional Services 092216(5) 1482 011.1049.520000 2.460.06 Supplies 092216(6) 1482 011.1024.596200 86.00 Court call Services 092216(7) 1482 011.199999 539.99 Appliances 092216(8) 1482 011.1031.596700 226.00 Employee Development&Training 092216(8) 1482 011.1031.596500 133.82 Lodging Deposit 092216(8) 1482 011.1043.520000 1,561.22 Hardware Supplies 092216(9) 1482 10/28/2016 35,797.45 STATE BOARD OF EQUALIZATION 011.200250 188.44 Fund 011 -3016 Pmt 093016 1483 011.150199 341.13 Fund 055- 3016 Pmt 093016 1483 011.1004.466900 0.43 Fund 011 -3016 Rounding Adjustment 093016 1483 10/31/2016 530.00 ICMA RETIREMENT TRUST 457 011.210220 54,931.70 Deferred Compensation: Payment Ben193002 1484 10/27/2016 54,931.70 CALPERS 011.210240 451,980.44 PERS Contributions: Payment Ben193004 1485 011.210240 241.80 PERS Survivor's Benefit: Payment Ben193004 1485 011,210240 1,165.87 PERS Buy-back: Payment Ben193004 1485 011.210240 698.42 A. Hunter-BenDed Refunded on Ben193004 1485 10/27/16 011.1004.502020 -0.08 PERS Contributions:Adjustment Ben193004 1485 Printed 111812016 8 08 13AM Pape 7 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 WIRES _ ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 10/31/2016 454,086.45 CITY OF VERNON, FSA ACCOUNT 011.100013 496.31 FSA-Dependent: Payment Ben193010 1486 011.100013 223.07 FSA-Medical: Payment Ben193010 1486 10/27/2016 719.38 STATE DISBURSEMENT UNIT 011,210260 2.012.84 Child Support: Payment Ben193012 1487 10/31/2016 2,012.84 TOTAL WIRES $ 648,077.82 Pnniea-11!$fwir� $-08-13AM Paqe 8 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT BRENNTAG PACIFIC, INC 020.1084.500140 1,113.14 Chlorine Supplies BP1637730 352772 10/25/2016 1,113.14 CALIFORNIA BUILDING 011.1041.595200 1,756.00 3rd Qtr 2016 07101-09/30/16 101116 352773 STANDARDS 10/25/2016 1,755.00 WILLIAM DAVIS 011.1048.530015 754.65 Reimb. Possessory Interest Tax- 101816 352774 057.1057.550000 121.95 Reimb. Internet Charges 07/16-09/16 102016 352774 10/25/2016 876.60 DEPARTMENT OF CONSERVATION 011.1041.595200 11.977.29 3rd Q1r 2016 07101-09/30/16 101116 352775 10/25/2016 11,977.29 DISH NETWORK 011.5031.560000 54.47 Subscription 101116 352776 10/25/2016 54.47 IGNACIO ESTRADA III 011.1031.596500 36.18 Firearms 1 Tactical Rifle Adv 091416 352777 10/25/2016 36.18 INC. FS CONTRACTORS 011.1043.900000 49,983.10 Concrete Repair/Replacement 2101 352778 10/25/2016 49,983.10 INC GANS INK&SUPPLY CO 011.199999 1,176.00 GBL-0110828 REFUND-Did Not Move in Ref000192873 352779 to 10/25/2016 1,176.00 MIKE GARZA JR 011.1048.530015 377.14 Reimb. Possessory Interest Tax- 101816 352780 10/25/2016 37714 Printed 1118/2016 0:08 13AM Page 9 of 53 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT GUSTAVO HERRERA 011.1031.596500 45.70 ARIDE 091216 352781 10/25/2016 45.70 LETICIA LOPEZ 057.1057.550000 121.95 Reimb. Intemet Charges 07/16-09/16 102016 352782 10/25/2016 121.95 LUZ MARTINEZ 057.1057.550000 121.95 Reimb. Intemet Charges 07/16-09/16 102016 352783 10/25/2016 121.95 OFFICE DEPOT 011.1060.520000 272.75 Office Supplies, Order#857801045 083116_MULTIPLE 011.0011838 352784 011.1060.520000 24.55 Sales Tax 083116_MULTIPLE 352764 011.1060.520000 88.48 Office Supplies, Order#864009177 091416_MULTIPL 011.0011868 352784 E 011.1060.520000 7.96 Sales Tax 091416_MULTIPL 352784 E 011.9019.520000 74.15 Office Supplies, Order#861319867 092216_MULTIPL 011.0011889 352784 E 011.9019.520000 6.68 Sales Tax 092216_MULTIPL 352784 E 011.1031.520000 591.57 Office Supplies, Order#864530032 092216_MULTIPL 011.0011890 352784 E(2) 011.1031.520000 53.24 Sales Tax 092216_MULTIPL 352784 E(2) 10/25/2016 1,119.38 CARLOS OURIQUE 011.1031 596500 45.70 ARIDE 091216 352785 10/25/2016 45.70 SO CAL EDISON 011.1043.560000 92.51 Period: 09/14- 10114 101516 352787 Pnnted: 1118/2016 8.08AMM Pape 10 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 10/25/2016 92.51 VICTOR VASQUEZ 011.110021 2,866.68 Employee Computer Loans 102016 352788 10/25/2016 2,866.68 YVETTE WOODRUFF-PEREZ 057.1057.550000 121.95 Reimb. Internet Charges 07/16-09/16 102016 352789 10/25/2016 121.95 MELISSA YBARRA 057.1057.550000 121.95 Reimb. Internet Charges 07116-09/16 102016 352790 10/2512016 121.95 AFLAC 011.210230 12,953.14 Supplemental Ins- September 137148 352791 10/27/2016 12,953.14 INC ALLSTAR FIRE EQUIPMENT 011.1033.520000 4,476.00 WD881 Phos-Chek Class A Foam in 5 192512 011.0011818 352792 011.1033.520000 402.84 Sales Tax 192512 352792 10/27/2016 4,878.84 AMERIGAS PROPANE, LP 011.1033.596200 303.02 Propane 3055452587 352793 10/27/2016 303.02 SANDRA D BINGMAN 011.210260 2,000.00 GARNISHMENT: Payment Ben192996 352794 10/27/2016 2,000.00 BROADBAND LLC 057.1057.500173 4,250.00 Internet Access Services-- IN1115201620037 057.0000053 352795 44 10/27/2016 4,250.00 COLONIAL LIFE 011.210230 8,723.80 Supplemental Ins-September 77136470901770 352796 Printed:11WO15 8:08:13AM Pape 11 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 10/27/2016 8,723.80 DEWEY PEST CONTROL 011.1033.590000 27.00 Period: 07116 10264208 352797 011.1033.590000 25.00 Period: 07/16 10264209 352797 011.1033.590000 25.00 Period:07/16 10264210 352797 011.1033.590000 25.00 Period:07/16 10266780 352797 011.1033.590000 27.00 Period: 08/16 10333276 352797 011.1033.590000 25.00 Period: 08/16 10333277 352797 011.1033.590000 25.00 Period: 08/16 10333278 352797 011.1033.590000 25.00 Period: 08/16 10336282 352797 011.1033.590000 27.00 Period: 09/16 10402688 352797 011.1033.590000 25.00 Period: 09/16 10402689 352797 011.1033.590000 25.00 Period:09116 10402690 352797 011,1033.590000 25.00 Period:09/16 10406159 352797 011.1033.590000 27.00 Period: 10/16 10470787 352797 011.1033.590000 25.00 Period: 10/16 10470788 352797 011.1033.590000 25.00 Period: 10/16 10470789 352797 011.1033.590000 25.00 Period: 10116 10473727 352797 10/27/2016 408.00 FEDEX 011.1033.520000 117.00 Period:08/16 3740402455 352798 10/27/2016 117.00 FRANCHISE TAX BOARD 011.210260 180.00 Garnishment: Payment Ben193000 352799 10/27/2016 180.00 Printed:11/812016 8 00:13AM Pape 12 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT LORENZO GAYTAN 011.1031.596500 98.52 Standardized Field Sobriety Testing 091316 352800 10/27/2016 9 P. 52 INC GE MOBILE WATER 011.1033.520000 55.72 Maintenance 98163645 352801 011.1033.520000 113.36 Supplies 98363256 352801 011.1033.520000 170.04 Supplies 98473452 352801 10/27/2016 339.12 HILARIO GONZALES 011.1048.530015 703.02 Reimb. Possessory Int.Tax•- 102516 352802 10/27/2016 703.02 LARRY D GONZALES 011.1048.530015 641.18 Reimb. Possessory Int. Tax— 102516 352803 10/27/2016 641.18 KRAZAN$ASSOCIATES„ INC. 011.1033.520000 380.00 Visual Welding Inspection 116563122395 352804 10/27/2016 380.00 L.A. FAMILY HOUSING 011.1021.797000 75,000.00 Vernon CommUNITY Fund Grant 102516 352805 10/27/2016 75,000.00 LB JOHNSON INDUSTRIAL 011.1047.520000 53.47 Supplies 775800 352806 HRDWR#2 10/27/2016 53.47 MARIA MADRIGAL 011.1031.596700 280.20 111h Annual Women Leaders in Law- 090816 352807 10/27/2016 280.20 MAISANO. RICHARD 011.1048.530015 506.64 Reimb. Possessory Int. Tax- 102516 352808 Printed:11/812016 8 08 13AM Pape 13 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 10/27/2016 506.64 MUTUAL OF OMAHA 011.210230 4,731.34 LTD 570983736 352809 10/27/2016 4.731.34 MUTUAL OF OMAHA 011.210223 529.90 Voluntary Life Insurance: Payment Ben192703 352810 011.210223 3,271.20 Voluntary Life Insurance: Payment Ben192992 352810 10/27/2016 3,801.10 GROSS& LEONI LLP NIELSEN, 011.1002.596200 316.00 Professional Services 09/16 100116 352811 ME 10/27/2016 316.00 NICHOLAS PEREZ 011.1031.596500 184.08 Sherman Block SLI Class 390 050916(4) 352812 10/27/2016 184.08 ANA QUINONES 011.1031.596500 280.20 11th Annual Women Leaders in Law- 090816 352813 10/27/2016 280.20 TEAMSTERS LOCAL 911 011.210250 2,280.00 Teamsters Local 911 Dues: Payment Ben 1929N 352814 10/27/2016 2,280.00 LUIS VASQUEZ 011.1031.596500 98.52 Standardized Field Sobriety Testing 091316 352815 10/27/2016 98.52 VERNON FIREMENS ASSOCIATION 011.210250 3,365.00 Fire House Fund: Payment Ben192998 352816 10/27/2016 3,365.00 BENEFIT ASSOCIATION VERNON 011.210250 1,837.75 Police Association Member Dues: Ben192994 352817 POL Payment Printed:11/812016 8:08:13AM Page 14 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 10/27/2016 1,837.75 AT&T 011.9019.560010 1,187.40 Period: 09/16 101516_MULTIPL 352818 E 011.9019.560010 17.94 Pedod: 09/16 101516_MULTIPL 352818 E 011.9019.560010 1,083.00 Period: 09116 101516_MULTIPL 352818 E 011.9019.560010 2.464.33 Period: 09/16 101516_MULTIPL 352818 E 011.9019.560010 17.94 Period: 09116 101516_MULTIPL 352818 E 011.9019.560010 19.87 Period: 09/16 101516_MULTIPL 352818 E 11/01/2016 4,790.48 FRONTIER 011.9019.560010 45.87 Period: 10/16 101616 352819 11/01/2016 45.87 WENDY HERRERA 011.1041,596700 199.00 Reimb. ICC Permit Tech. Cert. 103116 352820 11/01/2016 199.00 CORP HOFFMAN MANAGEMENT& 060.6033.900000 27.294.45 Fire Department Regional Training Center 776 352821 CONS 11/01/2016 27,294.45 ALMETEK INDUSTRIES 057.1057.520000 1,210.00 Item No.: WAM-330-12084- 215858 057 0000062 352822 057.1057.520000 30.92 Freight 215858 057.0000062 352822 11/01/2016 1,240.92 Printed: 1118/2016 8 08 13AM Pape 15 of 33 i CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 16, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT ANA RUEDA 011.1026.596700 569.55 Halloween Contest Prizes 102716 352823 11/01/2016 56955 LLC SOLOMON PAGE GROUP 011.1016.501010 1,144.00 Temp Services/A. Luu 457693 352824 11101/2016 1,144.00 MARISOL TRUJILLO 011.1060.596500 40.82 Savor de Mexico Booth Event 100516 352825 11/01/2016 40.82 GLORIA VALDIVIA 011.1060.596500 41.04 Savor de Mexico Lindo Food Inspections 100316 352826 11/01/2016 41.04 WILLIAMS DATA MANAGEMENT 011.1003.596200 346.50 Period: 08/16 372851 352827 11/01/2016 346.50 AEGIS ITS, INC 011.1043.590000 3,054.10 Preventative Maintenance 03/16 18259 352828 011.1043.590000 3,054.10 Preventative Maintenance 06/16 18777 352828 011.1043.590000 5,222.38 Rolling Report 08/16 19214 352828 011.1043.590000 4,617.96 Rolling Report 09/16 19368 352828 11/03/2016 15,948.54 AGILITY RECOVERY 011.1004.888200 395.00 Emergency Services 07/16 A412308 352829 011.9019.520010 395.00 Emergency Services 11116 A426693 352829 11/03/2016 790.00 INC ATHENS INSURANCE 011.1004.502090 75.00 Claims Entered 08/16 IVC12471 352830 SERVICES 011.1004.502090 150.00 Claims Entered 09/16 IVC12699 352830 Pnnted: 11/8/2016 8:08 13AM Paqe 16 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 11/03/2016 225.00 CALIFORNIA WATER SERVICE CO 011.1043.560000 80.07 Period: 10/16 102416 352831 11/03/2016 80.07 INC CHEM PRO LAB 011.1049.590000 235.00 Water Treatment Services 611532 352832 11/03/2016 235.00 GENERAL DATA CO. 011.9019.520010 110.58 Toner 61132771N 352833 011.9019.520010 81.76 Toner 6113683IN 352833 011.9019.590110 85.00 Toner 6113683IN 352833 11/03/2016 277.34 INSIGHT PUBLIC SECTOR, INC 011.9019.590110 57,459.95 Microsoft Software 1100501063 352834 11/03/2016 57.459.95 JETRO 011.1049.520000 741.60 Arrowhead Bottled Water, Screw On Cap, 201829 011.0011853 352835 011.1049.520000 288.00 CRV 201829 011.0011853 352835 011.1049.520000 58.20 Arrowhead Bottled Water,6 gal. per 201829 011.0011853 352835 011.1049.520000 6.00 CRV 201829 011.0011853 352835 11/03/2016 1,093.80 LINDA JOHNSON 011.1061.596500 19.12 South-Southwestern Region Round Table 091516 352836 11/03/2016 19.12 LA POOL GUYS 011.1049.590000 120.00 Pool Maintenance 39687 352837 11/03/2016 120.00 Printed:11/8/2016 008,13AM Page 17 o133 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT NORTH PARK HOA 011.1048.560000 260.00 Assoc Dues:6010 Oak St. 101916 352838 011.1048.560000 260.00 Assoc Dues: 2915 60th Plc 101916(2) 352838 11/03/2016 520.00 NICHOLAS PEREZ 011.1031.596500 19.98 Firearms/Tactical Rifle Adv 092616 352839 11/03/2016 19.98 ANA QUINONES 011.1031.596500 23.66 Driving Force Options Simulator 092816 352840 11/03/2016 23.66 JOSE RAMOS 011.1031.596500 18.90 Firearms/Tactical Training 092616 352841 11/03/2016 18.90 FERNANDO RODRIGUEZ 011.1031.596500 23.66 Driving Force Options Simulator 092816 352842 11/03/2016 23.66 SO CAL EDISON 011.1043.560000 32.84 Period: 10/16 102916 352843 11 t03/2016 32.84 LLC SOLOMON PAGE GROUP 011.1016.501010 1,144.00 Temp Services/A. Luu 458952 352844 11/03/2016 1,144.00 KENT STEVENSON JR 011.1031.596500 8.00 Driving Force Options Simulator 092816 352845 11/03/2016 8.00 THE DATALOK COMPANY 011.9019.560010 168.57 Offsite Backup Tape Storage 6090979277 352846 11/03/2016 168.57 UNITED BUSINESS MAIL 011.1004,520000 7,000.00 Postage Replenishment 110216 352847 Printed-1102019 8:08:13AM Page 18 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.Ox ISSUED NUMBER AMOUNT 11/03/2016 7,000.00 UPS 011 1043,520000 13.00 Period: 10116 933312436 352848 0111041.520000 55.21 Period: 10/16 933312436 352848 11/03/2016 68.21 INC WEST COAST ARBORISTS 011 1049 590000 3.125.00 Tree Maintenance 118658 352849 011 1049 590000 1,110.00 Tree Maintenance 119487 352849 11/03/2016 4,235.00 TOTAL EARLY CHECKS $ 325,940.90 Printed, 11/8/2016 8,08 13AM Page 19 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P_O_# NUMBER AMOUNT INC A THRONE CO 011.1043 520000 118.71 Portable Restrooms 484164 352850 118.71 AFC HYDRAULIC SEALS& REPAIR 011.1046.520000 301.70 112"hose X 13'WI8FJ8&8MP8 hose 23745 011.0011917 352851 assy. 011.1046.520000 11.70 ADTR,8 MJIC X 112"MPT fittings 23745 011.0011917 352851 011.1046.520000 28.21 Sales Tax 23745 352851 011.1046.590000 300.00 Labor only to diagnose and repair 23754 011.0011921 352851 641.61 ALL CITY MANAGEMENT 011.1031.594200 1,030.20 Crossing Guard Services 45120 352852 SERVICES, 1,030.20 ALEXIS AMADO 011.1002.596500 70.09 CCAC Nuts& Bolts Workshop 102416 352853 70.09 APARTMENT ASSOC GREATER 011.1048.596200 279.00 Membership Dues 100716 352854 L.A. 279.00 INCARKADIN 011.9019.560010 20.81 Phone Conference 9624850916 352855 20.81 & ROMOATKINSON,ANDELSON, 011.1024.593200 1,786.80 Re.Torres&Yu 507456 352856 LOY 011.1024.593200 170.00 General Labor 507458 352856 1,956.80 Printed 11/8/2016 8 08;13AM Pape 20 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P_O.# NUMBER AMOUNT INC AURORA INDUSTRIAL 060.6060.595200 2,480.00 CO and Diesel Particulate Monitoring IH9182 352857 HYGIENE 2,480.00 VEHICLES BLACK&WHITE 011.1031.570000 140.00 Unit#18 Repair 1548 352858 EMERGEN 140.00 BRENNTAG PACIFIC, INC 020.1084.500140 567.28 Chlorine Supplies BP1658693 352859 020.1084.500140 758.57 Chlorine Supplies BP1662939 352859 1,325.85 LLP BURKE,WILLIAMS& 011.1026.596700 33.48 Professional Services 09/16 206179 352860 SORENSEN 33.48 INC CAL TECH COPIER 011.9019.590110 125.00 Maintenance&Repairs CT57191 352861 011.9019.590110 125.00 Maintenance&Repairs CT57192 352861 011.9019.520010 598.41 Maintenance& Repairs CT57192 352861 011.9019.520010 1,870.28 Maintenance&Repairs CT57358 352861 011.9019.590110 250.00 Maintenance& Repairs CT57358 352861 011.9019.590110 250.00 Maintenance&Repairs CT57359 352861 011.9019.520010 1.327.50 Maintenance&Repairs CT57359 352861 4,546.19 RENAN CASTRO 011.1047.502030 99.96 Vision Benefits/R. Castro 102016 352862 99.96 Printed:11/8/2016 8:08:13AM Paqe 21 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT CDW GOVERNMENT, INC. 011.9019.520010 131.92 Sierra Wireless- GPS 1 cellular phone FRP9606 011.0011939 352863 011,9019.520010 11.87 Sales Tax FRP9606 352863 143.79 CITY OF DOWNEY 011.1060,595200 2,293.85 Animal Control Services 230801 352864 2.293.85 INC COMPLETE THERMAL 011.1049.590000 210.50 Professional Services 30343 352865 SERVICES 210.50 JEREMY CROSS 011.1031.540000 467.92 50%Reimb. of Safety Vest 102516 352M 467.92 INC D&R OFFICE WORKS 011.1026.520000 1,311.16 Part No.WWN3672DLFAL7. Desk Left 102927IN 011.0011861 352867 PED. 011.1026.520000 280.19 Part No.WWN2442BEFHL. Bridge, 102927IN 011.0011861 352867 Hinged. 011.1026.520000 999.49 Part No. WWN2472CRFL6. Right PED 1029271N 011.0011861 352867 011.1026.520000 751.29 Part No.WWN2436LFF2L. Lateral File. 1029271N 011.0011861 352867 011.1026.520000 65.01 Part No. NAC2421 CDL. Center Drawer. 1029271N 011.0011861 352867 011.1026.520000 849.34 Part No. 39H-GWXXT.Timberlane, 1029271N 011.0011861 352867 Guest, 011.1026.520000 325.00 Freight 1029271N 011.0011861 352867 011.1026.520000 412.33 Sales Tax 102927IN 352867 4,993.81 LLC DAAUTO GROUP 011.1046.520000 69.00 EGR solenoid 22487 011.0011920 352868 Printed:11/8/2016 8.D6:13AM Pape 22 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT LLC DAAUTO GROUP 011.1046.590000 65.00 Labor to diagnose cause of smog failure 22487 011.0011920 352868 011.1046.590000 60.00 Labor to check vir, perform base test, 22487 011 0011920 352868 011.1046.590000 45.00 Labor to remove and replace egr solenoid 22487 011,0011920 352868 011.1046.590000 5.10 Hazardous materials 22487 011.0011920 352868 011.1046.520000 621 Sales Tax 22487 352868 011.1046.520000 66.46 Oxygen sensor 22492 011.0011922 352868 011.1046.520000 97.94 Map sensor 22492 011.0011922 352868 011.1046.590000 75.00 Labor to check and diagnose cause of 22492 011.0011922 352868 011.1046.590000 60.00 Labor to remove and replace oxygen 22492 011.0011922 352868 011.1046.590000 30.00 Labor to remove and replace map sensor 22492 011.0011922 352868 011.1046.590000 75.00 Labor to service grounds and check 22492 011.0011922 352868 011.1046.520000 14.80 Sales Tax 22492 352868 011.1046.520000 39.92 AP104 Spark plugs 22510 011.0011924 352868 011.1046.590000 60.00 Labor to diagnose cause of smog failure 22510 011.0011924 352868 011.1046.590000 150.00 Labor to remove and replace spark plugs 22510 011.0011924 352868 011.1046.520000 3.59 Sales Tax 22510 352868 923.02 DANGELO CO 011.120010 3,392.40 3062-180 Pipe, 8", class 52, Ductile S1286454001 011.0011883 352869 011.120010 510.00 3062-500 Pipe, 8". S40 PVC, B/E. S1286454001 011.0011883 352869 011.120010 351.22 Sales Tax S1286454001 352869 011.120010 1,267.55 3069-602 Tapping Sleeve, 12"X 10", S1287739001 011.0011904 352869 011.120010 1,267.55 3069-604 Tapping Sleeve, 12"X 10", S1287739001 011.0011904 352869 011.120010 228.16 Sales Tax S1287739001 352869 Printed: 11/8/2016 8:08.13AM Paqe 23 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 7,016.88 DEWEY PEST CONTROL 011.1048.596200 155.00 Period: 10/16 100116 MULTIPLE 352870 011.1049.590000 42.00 Period: 10116 10448711 352870 011.1049.590000 67.00 Period: 10/16 10469451 352870 011.1048.596200 40.00 Period: 10116 10470786 352870 011.1049.590000 62.00 Period: 10/16 10474410 352870 366,00 INC EASTERN GROUP 011.1048.550000 87.50 Publication Services 43425 352871 PUBLICATIONS 020.1084.596600 22500 Publication Services 44465 352871 31250 INC EMPIRE OPTICAL 011.1033.696200 102.32 Optical Services 7365911 352872 011.1033.596200 243.27 Optical Services 7365921 352872 345.59 ENTENMANN-ROVIN CO 011.1033,520000 498.69 Fire Badges 121715IN 352873 498.69 ENTERPRISE FM TRUST 011.4031.840000 939.61 Monthly Lease Charges FBN3109331 352874 939.61 FERGUSON ENTERPRISES INC 011.120010 4,575.00 3062-440 2"H-1422-2N, 18" high meter 570830 011.0011907 352875 #1083 011.120010 411.75 Sales Tax 570830 352875 4,986.75 Printed:1118/2016 BOB 13AM Pape 24 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS_ ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT DIANA FIGUEROA 011.1002.596500 20.00 League of Cities Annual Conference 102416 352876 011.1002.596500 1674 CCAC Nuts& Bolts Workshop 102416(2) 352876 36.74 INC GENERAL DATA COMPANY 011.9019.520010 19.57 Toner 6097513IN 352877 011.9019.590110 180.00 Toner 6105881IN 352877 011.9019.520010 1,549.59 Toner 6110386IN 352877 011.9019 520010 312.51 Toner 6111557IN 352877 011.9019.520010 1,703.37 Toner 6111604IN 352877 011.9019.520010 148.18 Toner 6111966IN 352877 011.9019.520010 406.24 Toner 6114630IN 352877 4,319.46 GOVCONNECTION, INC 011,9019.520010 209.18 Item Number:5725887- 101316_MULTIPL 011.0011935 352878 E 011.9019.520010 127.46 Item Number: 31618444- 101316_MULTIPL 011.0011935 352878 E 011.9019,520010 11.47 Sales Tax 101316_MULTIPL 352878 E 348.11 JEFFREY GRAVES 011.1033.502030 263.98 Vision Benefits/T. Graves 100416 352879 263.98 GTO AUTO GLASS 011.1046,590000 55.00 Labor to repair window W0481929 011 0011927 352880 55.00 LILIA HERNANDEZ 011.1002.596500 35.32 CCAC Nuts& Bolts Workshop 102616 352881 Printed;11/8/2016 8 08:13AM Page 25 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 35.32 INSIGHT PUBLIC SECTOR, INC 011.9019.590110 326.76 Material 0:05700-000000-GV80-- 1100501264 011.0011938 352882 011,9019.590110 4,547.22 Material#: 78700-000110-S103_ 1100501264 011.0011938 352882 4,873.98 INTERWEST CONSULTING GROUP 011.1041.595200 3,648.00 On Call Building Plan Check 29632 352883 INC 3,648.00 INVESTIGATIVE POLYGRAPH SVC 011.1031.596200 1,200.00 Professional Services 190 352884 1.200.00 DANIEL KIMES 011.1033.502030 251.52 Vision Benefits 1 A. Kimes 101416 352885 251.52 LA POOL GUYS 011.1049.590000 1,080.00 Pool Maintenance 39682 352886 1,080.00 INC LANGUAGE LINE SERVICES 011.1031.594200 19.73 Interpretation Services 3910805 352887 19.73 INC LAWRENCE ROLL UP DOORS 011.1049.590000 370.50 Repairs 1622208 352888 370.50 INC LYNN'S AUTO AIR 011.1046.520000 2,399.00 Parts to install aftermarket a/c system 114860 011,0011925 352889 011.1046.590000 1,000.00 Labor to install aftermarket a/c system 114860 011 0011925 352889 011.1046.520000 215.91 Sales Tax 114860 352889 Pnnied:111EY2016 8:08 13AM Pape 26 or 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O_Fr NUMBER AMOUNT 3,614.91 MARK H. WILLIAMS,O.D. 011 1033.502030 269.00 Vision Benefits 1 Y. Ruffoni 101416 352890 269.00 MAYWOOD CAR WASH 011.1060.570000 142.50 CAR WASH SERVICES-- 840 011.0011774 352891 011.1046.590000 150.00 Labor only to detail exterior and 843 011.0011847 352891 292.50 INC MR. HOSE 011.1046.520000 95.00 PM-TW16-6NP-6MS-50FT premade 113943 011.0011919 352892 pressure 011.1046.520000 15.87 CST68 3/8"female coupler st series 113943 011.0011919 352892 011.1046.520000 5.37 CPST6 318"female steel plug st series 113943 011.0011919 352892 011.1046.520000 94.47 HT3F4 318" ISO-FF nipple, 1/2" NPTF, 113943 011.0011919 352892 011.1046.520000 222.66 3HTF4 3/8" ISO-FF coupler, 1/2"NPTF, 113943 011.0011919 352892 011.1046.520000 41.17 Sales Tax 9.5% 113943 352892 474.54 LLC MUELLER SYSTEMS 011.120010 3,636.00 2150-132 1-1/2"563, SI,2B, CF 3419765 011 0011884 352893 011.120010 327.24 Sales Tax 3419765 352893 3,963.24 NEWBASIS WEST LLC 011.120010 4,220.00 0370-200 Fiberglass/Polymer Concrete 465447 011.0011911 352894 011.120010 294.49 Freight 465447 011.0011911 352894 011.120010 369.25 Sales Tax 8.75 465447 352894 4,883.74 Printed:1118/2016 8:08:13AM Paqe 27 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT INC PACIFIC COMMERCIAL TRUCK 011.1046.590000 560.00 Labor only to install 2"receiver 21881 011.0011923 352895 B 560.00 CRAIG PELTIER 011.1033.502030 84.00 Vision Benefits I C. Peltier 102516 352896 011.1033.502030 263.98 Vision Benefits 1 J. Peltier 102516(2) 352896 347.98 PETCO ANIMAL SUPPLIES INC 011,1031.520000 80.22 CANINE PET FOODAND SUPPLIES OA070451 011.0011739 352897 80.22 LLP RUTAN&TUCKER 011.1024.593200 5,326.67 Re: Malkenhorst PERS Litigation 759823 352898 011.1024.593200 67.00 Re: Nicholas G. Rodriguez v. 759824 352898 5,393.67 SHAHRAM SHARIFZADEH 011.1026.596800 74.00 Tuition Reimbursement 101716 352899 74.00 SHI INTERNATIONAL CORP 011.9019.520010 5,222.70 Spam Filtering, Reporting, Content B05598065 011.0011940 352900 011.9019.520010 1,492.20 Spam Filtering, Reporting, Content B05606207 011.0011941 352900 6,714.90 INC SO CAL LAND MAINTENANCE 011.1049.590000 431.00 Maintenance Services 5408 352901 431.00 THOMSON REUTERS-WEST 011.4031.596200 1,020.82 West Information Charges 834831736 352902 1,020.82 UNIFIRST CORPORATION 011.1043.540000 52.89 Uniforms 3241831170 352903 Printed:11/8/2016 8:08:1 MM Page 213 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT UNIFIRST CORPORATION 011.1046.540000 19.01 Uniforms 3241831170 352903 011.1047.540000 10.51 Uniforms 3241831170 352903 011.1049.540000 21.57 Uniforms 3241831170 352903 020.1084.540000 42.11 Uniforms 3241831170 352903 011.1043.540000 69.88 Uniforms 3241833780 352903 011.1046.540000 19.01 Uniforms 3241833780 352903 011.1047.540000 10.51 Uniforms 3241833780 352903 011.1049.540000 21.57 Uniforms 3241833780 352903 020.1084.540000 42.11 Uniforms 3241833780 352903 011.1043.540000 139.70 Uniforms 3241836370 352903 011.1046.540000 19.01 Uniforms 3241836370 352903 0111047.540000 10.51 Uniforms 3241836370 352903 0111049.540000 21.57 Uniforms 3241836370 352903 020.1084.540000 42.11 Uniforms 3241836370 352903 011.1043.540000 48.04 Uniforms 3241838980 352903 011.1046.540000 19.01 Uniforms 3241838980 352903 011.1047.540000 1051 Uniforms 3241838980 352903 011.1049.540000 21.57 Uniforms 3241838980 352903 020.1084.540000 42.11 Uniforms 3241838980 352903 683.31 VERITIV OPERATING COMPANY 011,120010 42.80 0515-435 D-FEN aerosol surface 73148599131 011 0011912 352904 011.120010 52.00 0515-460 Blitz residual crack and 73148599131 011.0011912 352904 011,120010 204.00 2700-110 Copy Paper, 11"X 17",20M, 73148599131 011.0011912 352904 Printed 1118/2016 8 08 73AM Paae 29 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT VERITIV OPERATING COMPANY 011.120010 26.89 Sales Tax 73148599131 352904 011.120010 2,545.00 2700-100 Copy Paper, 8-112"X 11".1OM, 73148599132 011 0011912 352904 011.120010 229.05 Sales Tax 73148599132 352904 3,099.74 UPS 011.1041.520000 57.27 Period: 10/16 933312426 352905 011.1033.520000 11.84 Period: 10116 933312426 352905 6911 VERNON SANITATION SUPPLY CO 011.120010 78.96 0320-110 Carlisle Flo-Pac Counter 092716 MULTIPL 011.0011900 352906 E 011.120010 24.49 0330-650 Scrubble All Purpose Maroon 092716-MULTIPL 011.0011900 352906 E 011,120010 24.50 0515-470 Impact 32 oz. Plastic Bottle, 092716_MULTIPL 011.0011900 352906 E 011.120010 22.00 0515-471 Impact Trigger Sprayer,#6610. 092716_MULTIPL 011.0011900 352906 E 011.120010 51.21 0515-500 Supreme 4 ply Cotton Mop 092716_MULTIPL 011.0011900 352906 E 011.120010 119.40 0515-510 Speed Change Mop Handle, 092716_MULTIPL 011.0011900 352906 #837. E 011.120010 77.86 Stretch Wrap, 18"X 80',4 per case, 092716_MULTIPL 011.0011900 352906 E 011.120010 31.43 Ziploc one quart bags,#42712. 092716_MULTIPL 011.0011900 352906 E 011.120010 42.98 Ziploc one gallon bags, #42717. 092716_MULTIPL 011.0011900 352906 E 011.120010 42.56 Sales Tax 092716_MULTIPL 352906 E Printed 1118l2016 8 08 13AM Paqe 30 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT 515.39 TOTAL PRINTED CHECKS S 85,232.02 Printed 1118l2016 8 08:13AM Page 31 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 RECAP BY FUND EARLY PRINTED FUND WIRE TOTAL CHECK TOTAL CHECK TOTAL TOTAL 011 -GENERAL $ 547,516.30 $ 291,432.64 $ 81,032.73 $ 919,981.67 020-WATER 561.52 1,113.14 1,719.29 3,393.95 057- FIBER OPTIC 0.00 6,100.67 0.00 6,100.67 D60- HAZARDOUS WASTE 0.00 27,294.45 2,480.00 29,774.45 GRAND TOTAL $ 548,077.82 $ 325,940.90 85,232.02 $ 959,250.74 TOTAL CHECKS TO BE PRINTED 57 Printed 11/8/2016 8:08:13AM Page 32 of 33 CITY OF VERNON WARRANT REGISTER NO. 1460 NOVEMBER 15, 2016 VOID LIST CHECK NUMBER VENDOR NAME AMOUNT 352786 P f_.R F 7 S 571.38 Printed-110002018 8:08:13AM Page 33 of 33 �41.a 4 RECEIVED REC171VED NOV 08 2016 Ey,� NOV 49 2016 7 F STAFF REPORT CITY ADMINISTRATION CITY CLEWS OFFICE FINANCE/TREASURY DEPARTMENT DATE: November 8, 2016 TO: Honorable Mayor and City Council FROM: William Fox, Finance Director W RE: Light & Power Warrant Register for City Council Agenda of November 15, 2016 It is recommended that the attached Light & Power Warrant Register No. 425 be approved at the City Council meeting of November 15, 2016. Light & Power Warrant Register No. 425 totals $2,103,285.72, and covers claims and demands presented during the period of October 25 through November 07, 2016, drawn, or to be drawn, from East West Bank. The following list details the components of Light & Power Warrant Register No. 425: 1. Ratification of wire transfers totaling $1,802,310.73; 2. Ratification of the issuance of early checks totaling $187,447.62; and 3. Authorization to issue pending checks totaling $113,527.37. i 01F Ye !. LIGHT& POWER WARRANT REGISTER NO.425 NOVEMBER 15, 2016 4,JW.DJLV Vogl, ► I hereby certify that claims and/or demands included in above listed warrant This is to certify that the claims or demands covered by the above listed register have been audited for accuracy and availability of funds for warrants have been audited by the City Council of the City of Vernon and payments and that said claims and/or demands are accurate and that the that all of said warrants are approved for payments except Warrant funds are available for payments thereof. Numbers: William Fox Finance Director Date: Printed. 11/e/2015 9:50:24AM Pape 2 of 14 LIGHT& POWER WARRANT REGISTER NO. 425 NOVEMBER 15, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT US BANK CORPORATE 055.8100.520000 43.58 Supplies 092216(39) 6210 055.8100.520010 14.16 Supplies 092216(39) 6210 055.8100.520010 1.399.00 Supplies 092216(39) 6210 055.8100.540000 505.55 Uniforms 092216(39) 6210 055.8400.590000 256.77 Hardware Supplies 092216(40) 6210 055.9100.520000 33.34 Supplies 092216(41) 6210 055.9100.520000 58.75 Supplies 092216(41) 6210 055.8400.590000 67.90 Supplies 092216(42) 6210 055.8400.520000 234.33 Supplies 092216(42) 6210 055.9000.596500 254.46 Airfare 092216(43) 6210 055.9000.596700 695.00 Employee Development&Training 092216(43) 6210 055.9000.550000 2.379.40 Advertisement 1 Promotion 092216(43) 6210 055.9000.900000 118.49 Equipment 092216(44) 6210 055.9000.590000 25.00 Repair 092216(44) 6210 055.9000.520000 210.38 Supplies 092216(44) 6210 055.9100.520000 6059 Supplies 092216(44) 6210 055.7100.520000 317.19 Supplies 092216(44) 6210 055.9000.520000 10.65 Postage Fee 092216(44) 6210 055.9000.596550 21.75 Utilities 092216(44) 6210 055.9000.596550 125.00 Membership Dues 1 K. Nguyen 092216(44) 6210 055.9000.596700 575.00 Registration 1 K. Nguyen 092216(44) 6210 055.9000.596500 217.70 Lodging/K. Nguyen 092216(44) 6210 10/28/2016 7,623.99 Printed 11/8/2016 9 50 24AM Page 3 of 14 LIGHT& POWER WARRANT REGISTER NO. 425 NOVEMBER 15, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.Q.# ISSUED NUMBER AMOUNT VERIZON WIRELESS 055.9000.560010 697.22 Period:09/16 090716 MULTIPL 6211 E(2) - 055.8000.560010 827.31 Period:09/16 090716 MULTIPL 6211 E(2) — 055.8200.560010 1.408.14 Period:09/16 090716—MULTIPL 6211 E(2) 10/26/2016 2,932.67 INC ENERGY UNLIMITED 055.9200.500150 52,212.00 Transfer of 4351 REC Certificate WREGISVemon00 6212 3 10/25/2016 52,212.00 INC ENERGY UNLIMITED 055.9200.500150 100,500.96 Energy Purchase 09/16 Vernon0006 6213 10/25/2016 100,500.96 POWER SETTLEMENTS 055.9200.596200 8,500.00 Consulting Services 10/16 VERN11 6214 CONSULTING 10/25/2016 8,500.00 SO CAL PUBLIC POWER 055.9200.500180 310,326.00 Minimum Cost 10/16 PV1016 6215 AUTHORITY 055.9200.500150 64,955.00 Variable Cost 09/16 PV1016 6215 055.9200.500180 11,287.36 Legislative Cost 10/16 PV1016 6215 055.122100 10,000.00 PSF Cost 10/16 PV1016 6215 10/25/2016 396,568.36 DEPARTMENT OF WATER& 055.9200.500170 21,870.00 Energy Purchases 09/16 GA187273 6216 POWER 055.9200.500260 575.00 Energy Purchases 09/16 GA187273 6216 Prinled 11/8/2016 9 50 24AM Pape 4 of 14 LIGHT& POWER WARRANT REGISTER NO. 425 NOVEMBER 15, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 10/27/2016 22,445.00 LLC NEXTERA ENERGY POWER 055.9200.500150 875,598.58 Energy Purchases 09/16 339313 6217 MARKE 10/27/2016 875,598.58 LLC ICE TRADE VAULT 055.9200.596200 375.00 Minimum/Maximum Fee 916US01864 6218 10/28/2016 375.00 CAL AIR RESOURCES BOARD 055.9200.500163 987.00 Implementation Fee Regulation INVC116264(2) 6219 10/25/2016 987.00 US DEPARTMENT OF ENERGY 055.9200.500150 29,945.23 Energy Purchase 08/16 GG1766A0816 6220 055.9200.500180 20,151.40 Energy Purchase 08/16 GG1766AO816 6220 055.151000 -44,053.89 Energy Purchase 08/16 GG1766AO816 6220 10/27/2016 6,042.74 STATE BOARD OF EQUALIZATION 055.200230 85,209.99 Elec Energy Surcharge 07/16-09/16 103116 6221 10/31/2016 85.209.99 CALIFORNIA ISO 055.9200.500150 -0.10 Recalculation Charges 10/16 201610263233612 622-2 028 055.9200.500150 265.54 Initial Charges 10116 201610263233612 6222 028 11101/2016 265.44 LLC ICE US OTC COMMODITY 055.9200.596200 1,200.00 OTC Commission Adjustment 916001688088 6223 MARKE 11/01/2016 1.200.00 Printed:11/8/2016 9 50 24AM Page 5 of 14 LIGHT& POWER WARRANT REGISTER NO.425 NOVEMBER 15, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT POWER SETTLEMENTS 055.9200.596200 8,500.00 Consulting Services 11/16 VERN12 6224 CONSULTING 11/01/2016 8,500.00 SO CAL EDISON 055.9200.500170 146,640.00 Mead Laguna Bell 09/16 7500713420 6225 055.9200.500170 62,040.00 Victorville Lugo-Vernon 10/16 7500713451 6225 055.9200.500170 24,669.00 Laguna Bell 10/16 7500713452 6225 11/01/2016 233,349.00 TOTAL WIRES $ 1,802,310.73 Printed 11/8/2016 9 50:24AM Paqe 6 or 14 LIGHT 8r POWER WARRANT REGISTER NO.425 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT CURRENT WHOLESALE ELECTRIC 055.8400.520000 539.54 Electrical Supplies- 243395 055.0002413 512347 055.8200.520000 1,358.52 Electrical Supplies- 243396 055.0002413 512347 10/25/2016 1,898.06 FEDEX 055 9000.520000 51.92 Period: 10116 557802449 512348 10/25/2016 51.92 HOME DEPOT CREDIT SERVICES 055.9000.900000 699.00 Dishwasher -Stainless Steel- 090716_MULTIPL 055.0002461 512349 E 055.9000.900000 19.99 Dishwasher Inst Kit&Adapter- 090716_MULTIPL 055.0002461 512349 E 055.9000.900000 9.99 Dishwasher 110V Cord-- 090716 MULTIPL 055.0002461 512349 E 055.9000.900000 549.00 Range Hood-Stainless Steel- 090716_MULTIPL 055.0002461 512349 E 055.9000.900000 887.00 Convection Oven-Stainless Steel- 090716_MULTIPL 055.0002461 512349 E 055.9000.900000 1,331.00 Refrigerator-Stainless Steel- 090716_MULTIPL 055,0002461 512349 E 055.9000.900000 -377.79 Customer Agreement Discount- 090716_MULTIPL 055.0002461 512349 E 055.9000,900000 314.64 Sales Tax 090716_MULTIPL 512349 E 10/25/2016 3,432.83 SHOETERIA 055.9000.540000 128.10 Steel Toe Boots- 091316_MULTIPL 055.0002420 512350 E 055.8000,540000 248.54 Steel Toe Boots- 091316_MULTIPL 055.0002420 512350 E Printed 111812016 9 50 24AM Pape 7 o1 14 LIGHT& POWER WARRANT REGISTER NO.425 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 10/25/2016 376.64 TILAHUN ALEMU 055.9200.596500 578.32 CEC-POU Focus Group Workshop 102516 512351 10/27/2016 578.32 JESSICA BALANDRAN 055.9000.520000 96.50 VG&E Customer Apprec. Supplies 102616 512352 10/27/2016 96.50 CAL MUNICIPAL UTILITIES ASSOC 055.9000.596550 56,162.00 Membership Dues 162358 512353 10/27/2016 56,162.00 EFRAIN SANDOVAL 055.9200.596700 88.99 Integrated Resource Plan Training 102516 512354 10/27/2016 88.99 SHAHRAM SHARIFZADEH 055.9200.596700 71.71 Integrated Resource Plan Training 102516 512355 10/27/2016 71.71 COUNTY SANITATION DISTRICTS 055.9200.500154 48,535.20 Sale of Renewable Energy Credits 12582 512356 11/01/2016 48,535.20 EFRAIN SANDOVAL 055.9200.596700 73.22 2016 WSPP Fall Committee Meeting 101216 512357 11/01/2016 73.22 AT&T 055.9000.560010 501.06 Period: 09/16 8714075 512358 11/03/2016 501.06 IRENE CASTILLO 055.9000.596500 56.05 ECS Imaging's 14th Annual Cust. Conf. 103116 512359 11/03/2016 56.05 Printed 11/8/2016 9 50 24AM Pape 8 of 14 LIGHT S POWER WARRANT REGISTER NO.425 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT INC EASTERN GROUP 055.9200.550000 225.00 Publication Services 44470 512360 PUBLICATIONS 11/03/2016 225.00 JCS CONSTRUCTION& 055.9000.900000 12,000.00 Kitchen Renovation 2029 512361 RENOVATION 11/03/2016 12,000.00 LOS ANGELES ELEVATOR 055.8200.590000 90.00 Elevator Maintenance 9372 512362 SERVICES 055.8200.590000 90.00 Elevator Maintenance 9457 512362 11/03/2016 180.00 HILDA MORENO 055.9000.596500 45.36 ECS Imaging's 14th Annual Cust. Conf. 102516 512363 11/03/2016 45.36 OFFICE DEPOT 055.8100.520000 217.85 Office Supplies, Order#857714675 090816_MULTIPL 055.0002455 512364 E 055.8000.520000 300.88 Office Supplies. Order#857714675 090816_MULTIPL 055.0002455 512364 E 055.9000.520000 165.11 Office Supplies, Order#857714675 090816_MULTIPL 056.0002455 512364 E 055.8000.520000 39.99 Freight 090816_MULTIPL 055.0002455 512364 E 055.8100.520000 19.61 Sales Tax 090816_MULTIPL 512364 E 055.8000.520000 27.08 Sales Tax 090816_MULTIPL 512364 E 055.9000.520000 14.86 Sales Tax 090816_MULTIPL 512364 E Printed, 111812015 9.50 24AM Pam 9 of 14 LIGHT& POWER WARRANT REGISTER NO.425 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT OFFICE DEPOT 055.9000.520000 153.22 Office Supplies, Order#866282422 092316_MULTIPL 055.0002463 512364 E 055.8000.520000 403.81 Office Supplies, Order#866282422 092316_MULTIPL 055.0002463 512364 E 055.9200.520000 82.26 Office Supplies, Order#866282422 092316_MULTIPL 055.0002463 512364 E 055.9000.520000 13.79 Sales Tax 092316_MULTIPL 512364 E 055.8000.520000 36.35 Sales Tax 092316_MULTIPL 512364 E 055.9200.520000 7.40 Sales Tax 092316_MULTIPL 512364 E 11/03/2016 1,482.21 INC PORT CANAVERAL PWR 055.9000.900000 1,320.00 Consulting Services VERNPVHOCTOB 512365 CONSULT ER2016 055.9000.596200 9,460.00 Consulting Services VERNPVHOCTOB 512365 ER2016 11/03/2016 10,780.00 RUSH TRUCK CENTER OF 055.8100.900000 46,240.00 2016 FORD F-250 XLT 4WD- 12094127 055.0002470 512366 WHITTIER 055.8100.900000 29.00 ELECTRONIC VEHICLE REGISTRATION 12094127 055.0002470 512366 055.8100.900000 8.75 TIRE RECYCLING FEE 12094127 055.0002470 512366 055.8100.900000 80.00 DOCUMENT PROCESSING CHARGE 12094127 055.0002470 512366 055.8100.900000 250.00 ADMINISTRATIVE FEE 12094127 055.0002470 512366 055.8100.900000 4,191.30 Sales Tax 12094127 512366 11/03/2016 50,799.05 Printed 11/8/2016 9 50:24AM Pape 10 of 14 LIGHT& POWER WARRANT REGISTER NO. 426 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT 11f = 055.8000.590000 13.50 Period: 10116 933312436(2) 512367 11/03/2016 13.50 TOTAL EARLY CHECKS $ 187,447.62 Printed 1118l2016 9:50 24AM Pape 11 of 14 LIGHT& POWER WARRANT REGISTER NO. 425 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# NUMBER AMOUNT ADVANCED UTILITY SYSTEMS 055,7100,860000 1,741.08 Onsite Visit XT00119274 512368 055.7100 860000 12,275.00 V4 Upgrade- Milestone#3 XT00120242 512368 055.7100.860000 1,350.03 Onsite Visit XT00120480 512368 15,366.11 ASBURY ENVIRONMENTAL 055.8400.590000 400.28 Environmental Services 150000095704 512369 SERVICES 400.28 DEWEY PEST CONTROL 055.8400.590000 122.00 Period: 10116 10471367 512370 122.00 INC KIRST PUMP& MACHINE 055.8300.590000 3,425.00 Tonkaflo Pump: TF, SS1832XB, 275602 011.0011814 512371 WORKS W/182/4TC 055.8300.590000 225.00 Freight 275602 011.0011814 512371 055.8300.590000 328.50 Sales Tax 275602 512371 3,978.50 INC POWER MONITORS 055.9100.590110 6,415.00 Revolution PQ Recorder- 1024MB, 10024108 055.0002459 512372 055.9100 590110 1,620.00 Ultra Slim Flexible CT,4 CHANNEL, 10024108 055.0002459 512372 055.9100.590110 49.00 Clip, Revolution Mounting Clip 10024108 055.0002459 512372 055.9100.590110 40.94 Handling Packaging& Handling Charges 10024108 055.0002459 512372 055.9100.590110 73.27 Freight Insurance 10024108 055.0002459 512372 055.9100.590110 17.58 Freight 10024108 055.0002459 512372 055.9100.590110 731.25 Sales Tax 10024108 512372 8,947.04 Printed 11/8/2016 9 50:24AM Page 12 of 14 LIGHT& POWER WARRANT REGISTER NO. 425 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.Q.# NUMBER AMOUNT SCHNEIDER ELECTRIC USA, INC 055.9100.900000 77,465.00 Designation 15KV 1200A40KA Breaker-- 3780443005 055.0002383 512373 055.9100.900000 6,971.85 Sales Tax 3780443005 512373 84.436.85 SILVA'S PRINTING NETWORK 055 9100.520000 233.33 5,000 Invoice sheets blank- 26276 055,0002468 512374 055.9100.520000 21.00 Sales Tax 26276 512374 254.33 UPS 055.8000.590000 22.26 Period: 10/16 933312426(2) 512375 22.26 TOTAL PRINTED CHECKS $ 113,527.37 Pnn*d' 11AW201a 9:54:24AM Page 13 of 14 LIGHT & POWER WARRANT REGISTER NO.425 NOVEMBER 15, 2016 RECAP BY FUND EARLY PRINTED FUND WIRE TOTAL CHECK TOTAL CHECK TOTAL TOTAL 055-LIGHT&POWER $ 1,802,310.73 $ 187.447.62 $ 113.527.37 $ 2,103,285.72 GRAND TOTAL $ 1,802,310.73 $ 187,447.62 $ 113,527.37 5 2,103,285.72 TOTAL CHECKS TO BE PRINTED 8 Printed 11/812016 9 50 24AM Page 14 of 14 °-+ DECEIVED RECEIVED ; .• NOV a 9 zols NOV 0 8 2016 CITY CLERK'S OFFICE r,ITv ADMINISTRATION STAFF REPORT FINANCE/TREASURY DEPARTMENT DATE: November 8, 2016 TO: Honorable Mayor and City Council 11/1 FROM: William Fox, Finance Directorvv4r RE: Gas Warrant Register for City Council Agenda of November 15, 2016 It is recommended that the attached Gas Warrant Register No. 213 be approved at the City Council meeting of November 15, 2016. Gas Warrant Register No. 213 totals $1,731,513.59, and covers claims and demands presented during the period of October 25 through November 07, 2016, drawn, or to be drawn, from East West Bank. The following list details the components of Gas Warrant Register No. 213: 1. Ratification of wire transfers totaling $1,592,338.64; 2. Ratification of the issuance of early checks totaling $138,250.51; and 3. Authorization to issue pending checks totaling $924.44. 4 CITY OF VERNON *;# GAS DEPARTMENT ` # WARRANT REGISTER NO. 213 NOVEMBER 15, 2016 .CL7 IIL 1" I hereby certify that claims and/or demands included in above listed warrant This is to certify that the claims or demands covered by the above listed register have been audited for accuracy and availability of funds for warrants have been audited by the City Council of the City of Vernon and payments and that said claims and/or demands are accurate and that the that all of said warrants are approved for payments except Warrant funds are available for payments thereof. Numbers.- William Fox Finance Director Date: Printed 11/8/2016 9 31,50AM Page 2 of 6 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 213 NOVEMBER 15, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT BP ENERGY COMPANY 056.5600.500160 35,032.50 Natural Gas 09/16 1415015 501 10/25/2016 35,032.50 CAL AIR RESOURCES BOARD 056,5600.500230 26,715.00 Implementation Fee Regulation INVCI16271 502 10/25/2016 26,715.00 CONOCO PHILLIPS COMPANY 056.5600.500160 246,757.50 Natural Gas 09/16 73505 503 1012MO16 246,757.50 LLC EDF TRADING NORTH 056.5600.500160 37,650.00 Natural Gas 09/16 190724 504 AMERICA 10/25/2016 37.650.00 LLC ENSTOR ENERGY SERVICES 056.5600.500160 1,016,749.18 Natural Gas 09/16 38593 505 10/25/2016 1,016,749.18 INC OCCIDENTAL ENERGY 056.5600.500160 27,036.00 Natural Gas 09/16 4114067 506 MARKETIN 10/25/2016 27,036.00 LP SEQUENT ENERGY 056.5600.500160 95,909.64 Natural Gas 09/16 25535432 507 MANAGEMENT 10/25/2016 95,909.64 THE GAS COMPANY 056.5600.550022 106,353.13 Transmission Charges 09/16 101016 508 10/28/2016 106,353.13 VERIZON WIRELESS 056.5600.560010 135.69 Period 08/16 9771571633 509 10/26/2016 135.69 Printed: 11/8/2016 9:31:50AM Page 3 of 8 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 213 NOVEMBER 16, 2016 WIRES ACCOUNT DATE WIRE VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O. ' ISSUED NUMBER AMOUNT TOTAL WIRES S 1,592,33B.G4 Pnnhed-1uW20M 9:31:50AM Page 4 of 8 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 213 NOVEMBER 15, 2016 EARLY CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT INC A.M. ORTEGA 056.5600.596200 10,715.42 Construction Services 693839 1481 CONSTRUCTION 056.5600.696200 5,431.95 Construction Services 693840 1481 056.5600 596200 7,252.05 Construction Services 693841 1481 056.5600.596200 12.431.29 Construction Services 693842 1481 056.5600.596200 5,734.05 Construction Services 693843 1481 056.5600.596200 5,297.05 Construction Services 693844 1481 056.5600.596200 5,798.93 Construction Services 693845 1481 056.5600.596200 4,480.80 Construction Services 693847 1481 056.5600.596200 5,687.96 Construction Services 693848 1481 056.5600.596200 1,293.75 Construction Services 693869 1481 056.5600.596200 5,785.39 Construction Services 694843 1481 056.5600.596200 132.25 Construction Services 694844 1481 056.5600.596200 1,102.08 Construction Services 694846 1481 056.5600 596200 143.75 Construction Services 694847 1481 056.5600.596200 621.00 Construction Services 696159 1481 056.5600.596200 8,679.76 Construction Services 696775 1481 056.5600 596200 5,769.00 Construction Services 696776 1481 056.5600 596200 5,989.00 Construction Services 696777 1481 056.5600.596200 9.560.84 Construction Services 696778 1481 056.5600 596200 6,702.75 Construction Services 696779 1481 056.5600.596200 5,587.67 Construction Services 696780 1481 056.5600.596200 5,101.44 Construction Services 696781 1481 056,5600.596200 1,380.00 Construction Services 696782 1481 Printed 111812016 931:50AM Pape 5 of CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 213 NOVEMBER 15, 20% EARL' CHECKS ACCOUNT DATE CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION INVOICE P.O.# ISSUED NUMBER AMOUNT INC A.M. ORTEGA 056.5600.596200 6,018.61 Construction Services 696783 1481 CONSTRUCTION 10/2 7/2016 126,696.79 INC A.M. ORTEGA 056.5600.596200 1,623.23 Construction Services 697756 1482 CONSTRUCTION 11/03/2016 1,623.23 AT&T 056.5600.560010 1,099.88 Period:09/16 101016 MULTIPL 1483 E 11/03/2016 1,099.88 INC INTERSTATE GAS SERVICES 056.5600.596200 8,830.61 Consulting Services 09116 7021337 1484 11/03/2016 8,830.61 TOTAL EARLY CHECKS $ 138,250.51 Prin1w; 11OW16 0-51: Page 6 of 8 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 213 NOVEMBER 15, 2016 PRINTED CHECKS ACCOUNT CHECK VENDOR DISPLAY NUMBER AMOUNT DESCRIPTION NVOICE P.O.# NUMBER AMOUNT LLC DO IT AMERICAN MFG CO 056.5600.590000 44000 VERNON-Stand-02-- 4680 056 0000423 1485 056.5600.590000 27600 VERNON-Guard Post— 4680 056 0000423 1485 056.5600.590000 75.00 Freight 4680 056 0000423 1485 056.5600.590000 64.44 Sales Tax 4680 1485 855.44 EDDIE WANG, O.D. 056.5600.502030 6900 Vision Benefits 1 E. Cordova 102516 1486 69.00 TOTAL PRINTED CHECKS S 924.44 Printed 11/8/2016 9 31 60AM Page 7 of 8 CITY OF VERNON GAS DEPARTMENT WARRANT REGISTER NO. 213 NOVEMBER 15, 2016 RECAP BY FUND EARLY PRINTED FUND WIRE TOTAL CHECK TOTAL CHECK TOTAL TOTAL 056-NATURAL GAS 1,592,338.64 $ 138,250.51 5 92444 $ 1,731,513.59 GRAND TOTAL S 1,592,338.64 $ 138,250.51 924.44 1,731,513.59 TOTAL CHECKS TO BE PRINTED 2 Printed-1118Q0 T$ 9 31:50M Page 8 of 8 RECEIVED # EEIVED NOV o 8 2M NOV as zoos CITY ADMINISTRATION CITY CLERK'S OFFICE T FIRE DEPARTMENT 4305 Santa Fe Avenue, Vernon,California 90058 Telephone(323)583-8811 Fax(323)826-1407 November 8, 2016 Honorable Mayor and City Council City of Vernon Honorable Members: Attached is a copy of the Vernon Fire Department Activity Report which covers the period of October 1, 2016 through October 15, 2016. Respectfully Submitted, Andrew S. Guth Interim Fire Chief ASG:ar Fireletnow Exclusivefy Inds striaf VERNON FIRE DEPARTMENT COMPANY ACTIVITIES October 1, 2016 to October 15, 2016 This Period Last Year This This Year Last Year To Date Period To Date ACTIVITY TYPE FIRE PREVENTION: Regular Inspections (#): 114 1306 62 1155 Re-Inspections (#): 17 297 5 203 Spec. Haz. Inspections (#): 2 27 4 26 Total Inspections: 133 1630 71 1384 Total Man Hours: 145 2207 87 1699 TRAINING (HOURS): Firefighting 84 1886 97 1835 Hazardous Materials 30 600 66 717 Safety 129 2557 139 2469 Apparatus Operations 129 2422 129 2475 Equipment Operations 128 2497 130 2453 CPR 0 27 0 72 First Aid 6 403 32 519 Total Hours: 506 10392 593 10540 PRE-INCIDENT(HOURS. Planning 90 1697 135 1687 District Familiarization 93 1563 124 1772 Total Hours: 183 3260 259 3459 PERIODIC TEST (HOURS): Hose Testing 13 39 4 11 Pump Testing 0 10 0 11 Total Hours: 13 49 4 22 Page 1 PUBLIC SERVICE PROGRAMS (HOURS) School Programs 1 37 0 29 Fire Brigades 5 23 0 7 Emergency Preparedness 8 224 34 264 Total Hours: 14 284 34 300 ROUTINE MAINTENANCE (HOURS) Station 128 2381 128 2617 Apparatus 124 2400 131 2445 Equipment 126 2480 130 2507 Total Hours: 378 7261 389 7569 Grand Total Hours: 1239 23453 1366 23589 Tireactivity Page 2 NOVRECEIVED of &0 er RECEIVED 0 9 2016 _ tto U v CITY ADMINISTRATION CITY CLERK'S OFACE FIRE DEPARTMENT 4305 Santa Fe Avenue,Vernon,California 90058 Telephone(323)583-8811 Fax(323)826-1407 November 8, 2016 Honorable Mayor and City Council City of Vernon Honorable Members: Attached is a copy of the Vernon Fire Department Activity Report which covers the period of October 16, 2016 through October 31, 2016. Respectfully Submitted, Andrew S. Guth Interim Fire Chief ASG:ar Fireletnow ETcfusivefy Industriuf VERNON FIRE DEPARTMENT COMPANY ACTIVITIES October 16, 2016 to October 31, 2016 This Period Last Year This This Year Last Year To Date Period To Date ACTIVITY TYPE FIRE PREVENTION: Regular Inspections (#): 82 1388 41 1196 Re-Inspections (#): 14 311 4 207 Spec. Haz. Inspections (#): 8 35 2 28 Total Inspections: 104 1734 47 1431 Total Man Hours: 158 2365 73 1772 TRAINING(HOURS), Firefighting 83 1969 100 1935 Hazardous Materials 23 623 24 741 Safety 133 2690 134 2603 Apparatus Operations 132 2554 133 2608 Equipment Operations 131 2628 134 2587 CPR 0 27 10 82 First Aid 19 422 23 542 Total Hours: 521 10913 558 11098 PRE-INCIDENT (HOURS): Planning 87 1784 75 1762 District Familiarization 105 1668 93 1865 Total Hours: 192 3452 168 3627 PERIODIC TEST (HOURS): Hose Testing 25 64 13 24 Pump Testing 0 10 2 13 Total Hours: 25 74 15 37 Page 1 PUBLIC SERVICE PROGRAMS OURS School Programs 6 43 0 29 Fire Brigades 2 25 0 7 Emergency Preparedness 16 240 10 274 Total Hours: 24 308 10 310 ROUTINE MAINTENANCE (HOURS): Station 129 2510 126 2743 Apparatus 134 2534 141 2586 Equipment 130 2610 142 2649 Total Hours: 393 7654 409 7978 Grand Total Hours: 1313 24766 1233 24822 fireactivity Page 2 RECEIVED of Oer RECEIVED NOV 09 2D16 NOV 0 9 2016 CITY CLERK'S ME tt CITY ADMINISTRATION HEALTH&ENVIRONMENTAL CONTROL DEPARTMENT Keith Allen,Director/Health Officer 4305 Santa Fe Avenue,Vernon, California 90058 C4 1 1-* Telephone(323)583-8811 November 2, 2016 Honorable City Council City of Vernon Vernon, California Honorable Members: Attached is a listing of the monthly activities for the Health and Environmental Control Department which cover the period from October 1, 2016 through October 31, 2016. Respectfully submitted, Keith Allen Director E)Cccusivefy rndiistfiac OF VERTVOv DEPAft vgomory October, 2016 MONTHLY REPORT Keith Allen, Director/Health Officer HEALTH & ENVIRONMENTAL CONTROL DEPARTMENT MONTHLY REPORT OCTOBER, 2016 HAZARDOUS MATERIALS CONTROL Our staff continued to conduct routine inspections and assisted business representatives to properly complete annual Hazardous Materials Business Plan forms using the new California Environmental Reporting System (CERS) which allows electronic submittals of hazardous materials inventories and permit information. Zero Class 1 violations were found, ten Class 2 violations were observed, and four minor violations were noted during routine inspections performed of hazardous materials facilities. Department staff will continue to monitor these facilities to ensure that all violations have been corrected. Please note: According to The California Department of Toxic Substances Control (DTSC). violation types are defined as: Class I Violation: The Health and Safety Code (HSC) section 25110.8.5defines a Class I Violation as a violation that is a significant threat to human health or safety or the environment because of volume, hazardousness, and/or proximity to population at risk. A Class I Violation is also a violation that could result in a failure to ensure adequate financial assurance, perform corrective action or emergency cleanup; or a repeating Class II Violation committed by a recalcitrant violator. Class II Violation: The California Code of Regulation (CCR), title 22. section 66260.10 and Health and Safety Code (HSC) section 25110.8.5, subdivision (b) define a Class 1I Violation as a violation that is not a Class I Violation and does not meet the conditions of a Minor Violation. Minor Violation: The Health and Safety Code (HSC) section 25117.6 defines a Minor Violation as a subset of a Class II Violation that is not knowing, willful or intentional, does not enable the Respondent to gain an economic benefit for noncompliance, is not chronic or is not committed by a recalcitrant violator. The month of October was notable for emergency response actions. Environmental Specialist Erik Cheng investigated a fire sprinkler line release in a food storage facility. Erik confirmed that the facility cleaned and sanitized affected food equipment and disposed of all contaminated food products. . . . Closure and cleanup activities included the ongoing site assessments/closure at Exide Technologies on Indiana Street, the former Pechiney facility on Fruitland Avenue, and 4060 E. 26`h Street at the former U.S. Fertilizer site. Chief Deputy Director David LeDuff prepared and submitted the October, 2016 CUPA evaluation response to CaIEPA. Our department has continued to make significant progress in addressing deficiencies noted during CalEPA's initial evaluation back in September, 2015. The Department has continued to coordinate efforts to correct deficiencies noted during the Vernon CUPA evaluation conducted by CalEPA in September, 2015. Vernon HECD staff has been making a diligent effort to comply with CalEPA's requests. UNDERGROUND TANK PROGRAM No underground storage tanks were removed during the month of October. Two underground storage tank facilities were inspected by staff noting no violations. Chief Deputy Director David LeDuff conducted a California Environmental Reporting System (CERS) and Underground Storage Tank(UST)training for field staff as requested by the State Water board. The training focused on the proper procedures for reviewing UST CERS submittals. FOOD PROGRAM Staff continued in conducting inspections of food facilities throughout the facility as part of a routine basis by the Department. No major violations were noted during these inspections. Senior Environmental Specialist Lyndon Ong Yiu conducted several plan checks on proposed remodeling and new construction for food facilities. Lyndon also monitored construction of two new food facilities. ENVIRONMENTAL PROTECTION Environmental Specialist Erik Cheng collected eleven monthly water samples during the month of September. The samples were tested and found to be negative for a-coli and total coliforms. All the samples met State standards for potability. Senior Environmental Specialist Lyndon Ong Yiu assisted the Public Works Department with training on lead in soil issues. . . . . Health Department staff inspected 25 food booths at the Sabor de Mexico event on October 1, 2016 and found no major violations. Environmental Specialist Erik Cheng conducted weekly surveys of the Los Angeles River for mosquitoes. Pockets of activity were noted, and all mosquito larvae were physically eliminated. Mosquito breeding was also observed by Erik in the storm drain basin of a freezer business in the City which was corrected immediately by the business owner. In collaboration with the Community Services Department, Senior Environmental Specialist Jerrick Torres and Environmental Specialist Erik Cheng conducted a mosquito survey at the Vernon Village apartments. Mosquito breeding evidence was observed and a notice of violation to eliminated sources of mosquito breeding was issued to the property management company. Department staff will continue to monitor to ensure that all violations have been corrected. Senior Environmental Specialist Jerrick Torres inspected all active construction sites Citywide to ensure that storm water best management practices were being followed to prevent waste water discharge and runoff from entering the storm drain system. The Health Department continued to be an active participant with the Exide Technologies closure. Director Keith Allen and Chief Deputy Director David LeDuff attended an Exide Advisory Group community meeting on October 20, 2016 in Huntington Park. The latest updates on DTSC's residential sampling project were given by DTSC. Lastly for Exide,the City's website has an Exide information page for the public to obtain information. SOLID WASTE PROGRAM The final report for the 2015/2016 Solid Waste Enforcement grant was submitted to Cal Recycle. This grant was used by the Department to help pay for inspection related equipment. . . . Staff continued in conducting inspections of solid waste facilities throughout the City as part of a routine basis by the Department. No violations were noted during these inspections. . . . Senior Environmental Specialist Linda Johnson submitted the mandatory annual 2015/2016 solid waste electronic verification questionnaire to DTSC. 40 40 FOOD SAFETY TIPS FOR HOLIDAY FEASTS Health The federal Centers for Disease Control and Prevention estimates that 48 million , illnesses, 128,000 hospitalizations, and 3,000 deaths annually in the United States are related to foodborne diseases—don't be one of them! Follow these simple safety tips so you and your guests can enjoy the holidays in good health. Cook foods to proper temperatures Keep hands and Before cooking, rinse poultry and seafood thoroughly in cold water and drain well. food contact • Always use a meat thermometer to ensure that meat is thoroughly cooked. surfaces clean Always wash your hands with Food Item Minimum Internal Temperature warm, soapy Turkey, other poultry or ground poultry 165o F174 o C water before and Beef, pork, veal, and lamb steaks, roasts and 145-F163-C after handling chops With a three-minute rest time raw foods. Ground beef, veal and Iamb 160°F171 -C Thoroughly clean Stuffed meat, poultry and fish and any food stuffed 165-,F174-C all work surfaces, with fish, meat or pouhry utensils and Eggs and foods containing raw eggs Cook eggs until yolk and white dishes with hot 1 are firm-, Cook dishes containing soapy water and _ raw eggs to 160" Ff7l° C rinse with hot Leftovers 165- F/74o C or until hot and water before and `Cooking times in microwaves may vary Cooking steaming throughout j after each use. whole, stuffed poultry in a microwave is not recommended. Foods cooked or reheated in microwaves should be stirred or turned occasionally to ensure that all parts of the food are thoroughly coked. f Refrigerating and Thawing Foods Don't cross- • Refrigerate or freeze meat, poultry contaminate and seafood promptly after purchase. Always wash -- ■ Perishable items, such as eggs, fresh fruits and fruit juices and pre-packaged fruits vegetables in 'lv and vegetables, salad mixes, or fresh clean sinks under 13$ soup must be stored under running water. refrigeration. Keep fruits and Thaw frozen meat, poultry and vegetables away seafood inside the refrigerator in its from all raw original wrapping. meats, poultry, Thawing a turkey may take two to eggs, and fish 44 I four days. Turkeys can also be When taste- thawed by placing the frozen turkey testing food, ladle in a watertight wrapper and immerse a small amount of in cold — not hot or warm —water until it into a dish and the meat is pliable. Change the water taste with a clean DANGER ZONE every half hour- spoon. Bacteria reproduce Turkey may be defrosted in the microwave, but must be cooked rapidly at temperatures immediately after microwave between 41° and 135°F thawing. _ RECEIVED of RECEIVED NOV 0 3 2016 to NOV 0 12016 CITY S OFFICE CLERK'S CITY ADMINISTRATION Cf POLICE DEPARTMENT Daniel Calleros,Chief of Police 4305 Santa Fe Avenue, Vernon, California 90058 Telephone(323)587-5171 Fax(323)826-1481 November 1, 2016 Honorable City Council City of Vernon Vernon, California Honorable Members: Attached are copies of the Vernon Police Department Activity Log and Statistical Summary of Arrest and Activities which cover the period from 12:01 a.m., October 16, 2016 up to and including midnight of October 31, 2016. Respectfully submitted, VERNON POLICE DEPARTMENT DANIEL CALLEROS CHIEF OF POLICE DC/ar F.xcfusive6;Industrid VERNON POLICE DEPARTMENT Department Activity Report First Date: 1011612016 Jurisdiction: VERNON Last Date: 10/31/2016 Department Complaint All Units Primary Unit Type Description VPD 10-6 OFFICER IS 10-6 C7,961,962.10-10.WASH,EQUIPh 132 123 10-96H PICK UP THE JAIL PAPER WORK FROM HP JAIL 3 3 10-96M 10-96 MARY(MAIL DETAIL) 5 4 140 SUPPLEMENTAL REPORT 4 3 187 MURDER 4 l 20001R INJURY HIT AND RUN REPORT 1 1 20002 NON-INJURY HIT AND RUN 8 4 20002R NON-INJURY HIT AND RUN REPORT 4 4 211 ROBBERY 4 1 211R ROBBERY REPORT 3 1 211S SILENT ROBBERY ALARM 6 1 242 BATTERY 5 2 242R BATTERY REPORT 2 1 2735 DOMESTIC VIOLENCE 13 3 273AR CHLD ABUSE REPORT 2 1 415 DISTURBING THE PEACE 36 12 422 TERRORIST THREATS 3 1 422R TERRORIST THREATS REPORT 8 6 459A AUDIBLE BURGLARY ALARM 127 66 459VR BURGLARY TO A VEHICLE REPORT 4 4 476R FRAUD REPORT 5 3 484 PETTY THEFT 10 3 494R PETTY THEFT REPORT 5 4 487R GRAND THEFT REPORT 3 3 586 PARKING PROBLEM 12 12 594 VANDALISM 12 5 594R VANDALISM REPORT 10 6 602 TRESPASS 21 7 602R TRESPASS REPORT 4 1 653MR ANNOYING PHONE CALLS REPORT 1 1 901T INJURY TRAFFIC COLLISION 16 5 901TR INJURY TRAFFIC COLLISION REPORT 6 2 902T NON-INJURY TRAFFIC COLLISION 67 35 902TR NON-INJURY TRAFFIC COLLISION REPORT 4 4 909T TRAFFIC HAZARD 2 l 911 911 MISUSE 1 HANGUP 7 3 911A CONTACT THE REPORTING PARTY 14 9 917A ABANDONED VEHICLE 4 3 925 SUSPICIOUS CIRCUMSTANCES 39 15 AB109 PROBATION 1 PAROLE COMPLIANCE CHECKS 1 1 AGTAR ATTEMPT GRAND THEFT AUTO REPORT 1 1 ASTVFD ASSIST VERNON FIRE DEPARTMENT 31 17 BOSIG BROKEN SIGNAL OR LIGHT 6 3 BOVEH BROKEN DOWN VEHICLE 14 9 CITCK CITATION CHECK 10 9 CITY ALARMS CITY HALL ALARMS,FINANCE, CITY CLERK, HEAL 1 1 CIVIL CIVIL MATTER 3 2 CODE5 SURVEILLANCE/STAKE-OUT 4 1 1110112016 09:24:35 Page I of 1 VERNON POLICE DEPARTMENT Department Activity Report First Date: 1011612016 Jurisdiction: VERNON Last Date: 10/3112016 Department Complaint All Units Primary Unit Type Description VPD COP COP DETAIL 4 3 DET DETECTIVE INVESTIGATION 18 9 DETAIL DETAIL 15 11 DPTAST DEPARTMENTAL ASSIST 4 2 FILING OFFICER IS 10-6 REPORT WRITING 48 46 FU FOLLOW UP 14 9 GTAR GRAND THEFT AUTO REPORT 15 10 HBC HAILED BY A CITIZEN 5 5 KTP KEEP THE PEACE 3 1 LOCATE LOCATED VERNON STOLEN VEHICLE 3 3 MISPR MISSING PERSON REPORT 2 2 MUTUAL AID MUTUAL AID 2 l PANIC ALARM PANIC ALARMIDURESS ALARM 2 l PAPD PUBLIC ASSIST-POLICE 4 3 PATCK PATROL CHECK 112 96 PEDCK PEDESTRIAN CHECK 41 23 PRSTRAN PRISONER TRANSPORTED 5 5 REC RECOVERED STOLEN VEHICLE 14 6 RECDALARM TEST THE RECORDS ALARM 1 0 REPO REPOSSESSION 1 I ROADRAGE ROAD RAGE 3 1 RR RAIL ROAD PROBLEM 4 3 SPEEDTRAILE TO BE USED WHEN THE TRAILERS ARE DEPLOY[ 4 2 TRAFFIC STOI TRAFFIC STOP 128 100 VCK VEHICLE CHECK 71 55 VEH RELEASE VEHICLE RELEASE 1 1 WARRANT WARRANT ARREST 5 2 WELCK WELFARE CHECK 8 5 Department: 1224 814 Overall: 1224 814 11/01/2016 09:24:35 page 2 of VERNON POLICE DEPARTMENT Police Activity Report Period Ending: 10/31/16 TRAFFIC COLLISIONS NO. PROPERTY RECOVERED TOTAL 27 VEHICLES: 5204,900.00 NON-INJURY 19 INJURY 8 Pedestrian 1 Fatalities City Property Damage 6 Hit & Run (Misdemeanor) 4 Hit & Run (Felony) 1 Persons Injured I VEHICLES STORED PROPERTY RECOVERED FOR Unlicensed Driver 1 OTHER DEPARTMENTS Abandoned/Stored Vehicle 20 VEHICLES: $7,000.00 Traffic Hazard 1 CITATIONS Citations Iss (Prisoner Release) 9 Citations Iss (Moving) 45 Citations Iss (Parking) 26 Citations Iss (Total) 71 Hazardous 29 Non-Hazardous 16 Other Violations 0 CASES CLEARED BY ARREST AR16-0312 CR16-1548 487 PC AR 16-0314 CR 16-1677 273.5(A) PC AR 16-0315 CR I 6-1681 476 PC AR16-0316 CR16-1688 11364 H&S AR16-0319 CR16-1701 166(A) (4) PC AR 16-0320 CR 16-1712 484 PC AR 16-0321 CR 16-17 l 2 484 PC AR16-0323 CR16-1730 10851(A) VC AR16-0324 CR16-1735 11364 H&S VERNON POLICE DEPARTMENT REPORT FOR PERSONS ARRESTED PERIOD ENDING 10 3i 16 ADULT FELONY ARRESTS AND DISPOSITIONS MALE FEMALE TOTAL GRAND THEFT 1 1 GRAND THEFT AUTO 1 1 INFLICT CORPORAL INJURY ON SPOUSE 1 1 MAKE/PASS FICTITIOUS CHECK 1 1 POSSESS CONTROLLED SUBSTANCE ROBBERY WARRANT(VERNON CASE) WARRANT(OUTSIDE AGENCY) .TOTAL FELONY ARRESTS 3 1 4 ADULT MISDEMEANOR ARRESTS AND DISPOSITIONS MALE FEMALE TOTAL CONTEMPT OF COURT ORDER: DISOBEY 1 1 DRIVING UNDER THE INFLUENCE iu AND RUN TRAFFIC ACCIDENT PETTY THEFT 2 2 POSS. CONTROLLED PARAPHERNALIA 1 1 VANDALISM: DEFACE PROPERTY VIOLATE COURT ORDER WARRANT(VERNON CASE) 5 1 6 WARRANT(OUTSIDE AGENCY) TOTAL MISD. ARRESTS 8 2 10 JUVENILES DETAINED --- FELONY AND MISDEMEANOR MALE FEMALE TOTAL BURGLARY MINOR POSS. OF ALCOHOL RUNAWAY VEHICLE THEFT WARRANTS (BENCH) TOTAL JUVENILES DET. 0 0 0 TOTAL FELONY ARRESTS (ADULT)TO DATE: 108 TOTAL MISDEMEANOR ARRESTS (ADULT)TO DATE: 208 TOTAL JUVENILES DETAINED (FELONY AND MISDEMEANOR)TO DATE: 8 TOTAL ARRESTS AND DETAINED JUVENILES (FELONY AND MISDEMEANOR)TO DATE: 324 v r- o Q V r N 03 h m m O r r r Cl) OO r N O D17 � M Of A O L�pp'f �9�p O O d 0 O O •w, [h O ti0 DLO tid �S N ;c Cl) 4+q Cco ti q N O Uq 0 G OU � O O N N vN Q'f LL7 In m A t- N l- N Y N 4] V po IN U O O O o 0 0 Z � �" N N C! Nf O40 CO vaG 4G CAN CO N O> 4>� M C> Cq D. 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I > � ■ § ' k R k _ 2 R • RECEIVED *� wRECEIVED Gov a9 zoos CITY C1ERK'S OFFlCE _ �� 07 2016vk STAFF REPORT CITY ADMINISTRATION 14 �� PUBLIC WORKS, WATER & DEVELOPMENT SERVICES DEPARTMENT DATE: November t,20t6 TO: Honorable Mayor and City Council FROM: Derek Wieske,Director of Public Works,Water&Development Services LICIPartment Originator: Wendy Herrera,Permit Technician RE: MONTHLY BUILDING DEPARTMENT REPORT Enclosed herewith is the Monthly Building Report for the month of October 2016.Thank you. City of Vernon Building Department ' Monthly Report from 10/1/2016 to 10131/2016 Type Value #of Permits Demolition $20,000 00 1 Electrical $479,750.00 15 Grading $52,000.00 1 Industrial -Addition $30,000.00 1 Industrial - New $21,970,692.64 2 Industrial - Remodel $232,675.00 7 Mechanical $100,500.00 5 Miscellaneous $1,405,220.00 21 Plumbing $871,188.00 10 Roof $166,750.00 1 October 2016 TOTALS PERMITS: $25,328,775.64 64 PREVIOUS MONTHS TOTAL $92,119,496.37 549 YEAR TO DATE TOTAL $117,448,272.01 613 October 2015 TOTALS PERMITS: $ 6,791,511.00 66 PREVIOUS MONTHS TOTAL $ 54,814,179.30 542 PRIOR YEAR TO DATE TOTAL $ 61,605,690.30 608 ]ere Teske w Director of Public Works, Water& Development City of Vernon Building Department Major Projects from 10/1/2016 to 10/31/2016 Valuations> 20,000 Permit No. Project Address Tenant Description Job Value Electrical B-2016-1499 2263 VERNON AVE Redistribute electric circuit 80000 APN 6302017026 B-2016-1502 2263 VERNON AVE Lighting retrofit(121 lights) 35000 APN 6302017026 B-2016-1473 5201 DISTRICT BLVD Gander and White Installing LED lights in IT room and 60000 APN 6314001900 electrical hook-ups for AC units. B-2016-0930 3055 44TH ST Electrical work on refrigerative 25000 APN 6303012041 Thermal Oxidizer. B-2016-1381 3385 LEONIS BLVD Lucky Taro Inc Industrail remodel, added office and 210000 APN 6303019014 new service B-2016-1525 5761 ANDERSON ST Upgrade and relocate electrical 25000 APN 6308019036 service 6 Record(s) $435,000.-00 Grading B-2016-1222 5088 FRUITLAND AVE Construction of 1 story industrial 52000 APN 6313022030 building with site work. 8835 1 Records $52,000.00 Industrial -Addition B-2016-1048 6180 ALCOA AVE Adding mezzanine- retrofitting 30000 APN 6310027036 1 Records $30,000.00 Industrial -New B-2016-1258 5088 FRUITLAND AVE New concrete tiltup building with 655000 APN 6313022030 mezzanine B-2016-1128 4415 BANDINI BLVD New concrete tilt up warehouse and 21315692.64 APN 5243018013 office 2 Records 21,970,632.64 Industrial -Remodel B-2016-1226 3305 26TH ST New separation wall 80000 APN 5169034019 B-2016-1501 2263 VERNON AVE New photo studio with open ceiling, 45000 APN 6302017026 restroom expansions and new door opening. B-2016-1474 4700 ALCOA AVE Refrigeration for new dough and 38000 APN 6303019011 yeast cooler- FW/B-2016-1112 B-2016-0973 2905 50TH ST Addition of Spiral Freezer unit. 30000 APN 6303024010 B-2016-1448 2468 26TH ST Tenant Improvement. 4 new offices 25000 APN 6302004012 in warehouse 5 Record(s) $218,000.00 Mechanical B-2016-1480 2300 52ND ST Installation of a new lazer machine 50000 APN 6308016049 B-2016-1383 3385 LEONIS BLVD Lucky Taro Inc (2) HVAC Units for Industrail 21000 APN 6303019014 remodel TI 2 Record(s) $71,000.00 Miscellaneous B-2016-1444 5119 DISTRICT BLVD Installation of 8'tall metal sheving-- 436000 APN 6314003900 Maximum storage height of 12 feet to top of box B-2016-1348 4575 DISTRICT BLVD Millenium Storage Racks 516800 APN 6304020033 B-2016-1164 2626 25TH ST Exhaust& support structure 80000 APN 5168023010 B-2016-1413 5201 DISTRICT BLVD Install storage racks in existing-- 21000 APN 6314001900 see high pile storage permit F-2016- 0522 for storage height B-2016-1440 4305 SANTA FE AVE Replacing breakroomlkitchen 29776 APN 6302017901 ceiling tile, flooring, upper&lower cabinets, counter top and painting. B-2016-0886 4550 MAYWOOD AVE Exterior entry improvement 22000 APN 6304022045 B-2016-1534 4433 EXCHANGE AVE BNSF Parking lot improvements-Remove 200000 APN 6304021806 trees, new landscape and asphalt overlay. Underscape= 2250 sq.ft. 7 Records $1.305,576.00 Plumbing B-2016-1500 2263 VERNON AVE Extend women and mens 55000 APN 6302017026 bathrooms by 14ft.Add new toilets. B-2016-0903 6180 ALCOA AVE Hot and Cold water waste&vents 30000 APN 6310027036 for new bathrooms. B-2016-0963 2626 25TH ST Piping for boiler room 25000 APN 5168023010 B-2016-1384 3385 LEONIS BLVD Lucky Taro Inc New Plumbing for Industrial 130000 APN 6303019014 remodel TI B-2016-1163 2626 25TH ST Equipment only 500000 APN 5168023010 B-2016-1127 4415 BANDINI BLVD New concrete tilt up warehouse and 115188 APN 5243018013 office*Plumbing scope' 6 Record(s) $8550188.00 Roof B-2016-1466 2600 28TH ST Install Title 24 PVC Roof system 1667' APN 6302002033 Install Title 24 Roof Coating 1 Record(s) $166,750.00 31 Perml#{s) Total $25,104,206.64 Derek Wi ske Director of Public Works, Water& Development Services 3 City of Vernon Building Department Demolition Report - October 2016 None Derek Wieske Director of Public Works, Water& Development Services City of Vernon Building Department * „T New Buildings Report-October 2016 5088 Fruitland Ave CEG Construction New Concrete Tilt up building with Mezzanine 13,202 sq.ft. 4415 Bandini Blvd Pacific Industrial New concrete tilt up warehouse and office 121,921 sq.ft. Derek Wieske Director Public Works,Water&Development Services City of Vernon Building Department Status of Certificates of Occupancy Requests '^•w Month of October 2016 Request for Inspection 11 Approved 14 Pending 279 Temporary Occupancies 21 r Derek Teske Director of Public Works, Water$ Development Services City of Vernon Certificate of Occupancy Issued Date From 10/112016 to 10/31/2016 Issued Permit No. Project Address -Tenant Description Fees Paid Square Feet Certificate of Occupancy 10/6/2016 C-2016-0452 5119 DISTRICT BLVD Amazonfresh, LLC Warehouse groceries $1,880 00 121,098 APN 6314003900 10/18/2016 C-2016-0493 2000 49TH STREET Kariba Shipping LLC dba Whrse of furniture $815-00 60,000 APN 6308015077 10/19/2016 C-2016-0492 4651 PACIFIC BLVD Asiana Trading, Inc Whrse General $300.00 1200 APN 6308009029 merchandise 10/19/2016 C-2016-0473 2829 SANTA FE AVE Itsme Jean, Inc Whrse.garments $0.00 32000 APN 6302006025 1 011 9/201 6 C-2016-0483 4604 48TH STREET IQ Produce, LLC Whrse. produce $689 00 19,920 APN 6304018023 10/20/2016 C-2016-0472 5001 HAMPTON STREET EZ Sewing and Finishing Inc. Mfg.garment $689 00 6058 APN 6308010035 10/20/2016 C-2016-0453 2726 FRUITLAND AVE LA Brand, Ine.dba YN Warehousing fabric $940 00 104110 APN 6309026035 1 W2012016 C-2016-0430 3666 SOTO STREET Rae G Cafd Restaurant $300.00 950 APN 10120/2016 C-2016-0348 3876 SANTA FE AVE Phoenix Fullfillment Group Showroom of art $689 00 7000 APN 6302018017 10/20/2016 C-2016-0510 4929 HAMPTON STREET Active Imagenation Inc. Warehousing $300.00 4400 APN 6308010036 10120/2016 C-2016-0494 3624 SOTO STREET The Green Olive Restaurant $300 00 800 APN 6303004039 1 012012 01 6 C-2016-0451 3636 26TH STREET MS2 Technologies LLC Whrse.general $689 00 9000 APN 5192025002 merchandise 1 012 0/2 0 1 6' C-2016-0516 4575 LOMA VISTA AVE Divinity International Inc. Office use $300.00 1000 APN 6308016005 10/20/2016 C-2016-0515 3222 WASHINGTON BLV FCP Brands, Inc Dba Avani Whrse.garments $300 00 4000 APN 5169023032 Activewear Total for Certificate of Occupancy: $8,191.00 371,536.00 Total Fees Paid S6 191 0C- 14 Permitsis) City of Vemon Certificate of Occupancy Applications Date From 101112016 to 10/3112016 Issued Permit No. Proiect Address Tenant Description Fees Paid Square Feet Certificate of Occupancy C-2016-0521 4615 ALCOA AVENUE CCM California, LLC Apparel warehouse $1,880 00 165,636 APN 6303020010 C-2016-0522 5810 2ND STREET UN Deux Trois Garment $689 00 8,100 APN 6308019028 manufacturing C-2016-0523 5524 ALCOA AVENUE Drywired Whse protective $300 00 4,500 APN 6310002027 C-2016-0524 4665 49TH STREET Iron Mountain Info Mqmt Record storage $689 00 49.250 APN 6310002027 C-2016-0525 4601 SOTO STREET Wow Factor Cosmetics Cosmetics $689.00 6,300 APN 6308002014 warehouse C-2016-0526 3130 LEONIS BLVD Sonder LLC Office use $300 00 500 APN 6303025009 C-2016-0527 4601 SOTO STREET Pacific Outlet Warehouse shoes $300 00 5,000 APN 6308002014 &clothing C-2016-0528 2516 49th Street New Milani Group, Inc dba Offices for $689 00 15,000 APN 6308010037 Milani cosmetic design C-2016-0529 4930 HAMPTON STREEI O J. Cutting Inc. Garment cutting $689 00 10,200 APN 6308010042 C-2016-0530 4400 BANDINI BLVD Good Fellas Industries Inc Manufacturing $689-00 35,150 APN 6304001021 C-2016-0531 4341 DISTRICT BLVD Gift Bag Lady Storage of general $300 00 4,800.00 APN 6304022038 Total for Certificate of Occupancy: $7,214.00 304436 Total fees $7.214.00 11 Permits(s) RECEIVED �;;�.; RECEIVED NOV 092016 NOV 092016 CITY CLERWS OFFICE rLT go ' C11Y ADMINISTRATION STAFF REPORT PUBLIC WORKS, WATER & DEVELOPMENT SERVICES DEPARTMENT consem DATE: November 15, 2016 TO: Honorable Mayor and City Council FROM: Derek Wieske,Director of Public Works, Water and Development Services Yry Originator: Lissette Melendez,Associate Enginee(A_ RE: Acceptance of Electrical Easement at 3200 Slauson Avenue (APN 6310-027-023) Recommendations A. Find that the acceptance of the Electrical Easement proposed in this staff report is not a "project" as that term is defined under the California Environmental Quality Act (CEQA) Guidelines Section 15378, and even if it were a project, it would be categorically exempt in accordance with CEQA Guidelines Sections 15301 (maintenance, repair or minor alteration of an existing facility and involves negligible or no expansion of an existing use) and 15061(b)(3) (general rule that CEQA only applies to projects that may have a significant effect on the environment); and B. Accept the Electrical Easement,in substantially the same form as attached to this staff report, and authorize the Mayor to execute the Certificate of Acceptance. BachMund The property located at 3200 Slauson Avenue has been redeveloped and an easement is needed for the installation and maintenance of City-owned electrical conduit and equipment serving the property. The Public Works, Water and Development Services Department has received a fully executed Electrical Easement by Imperial Real Estate Holdings, L.P., a California limited partnership for the property located at the above-mentioned location (Assessor's Parcel Number 6310-027-023). The easement has been reviewed and approved by staff in both the Gas& Electric and Public Works, Water& Development Services Departments and has also been approved as to form by the City Attorney's Office. It is now recommended that the City Council accept the easement. Fiscal Impact Acceptance of the proposed Electrical Easement has no fiscal impact. Attachment(s) 1. Easement Deed 2. Certificate of Acceptance Page 1 of 1 RECORDING REQUESTED BY and WHEN RECORDED MAIL TO: City of Vernon 4305 Santa Fe Avenue Vernon,CA 90058 Attn:City Clerk MAIL TAX STATEMENTS TO: Exempt EASEMENT (ELECTRICAL) APN: 6310-027-023 DOCUMENTARY TRANSFER TAX IS NONE—NOT REQUIRED SEC.11922 REVENUE TAXATION CODE. FOR VALUABLE CONSIDERATION, RECEIP I OF WHICH IS HEREBY ACKNOWLEDGED, ff"ERIAL REAL ESTATE HOLDINGS,L.P.,A CaUmmis Ikuiteed Partnership(the"Grantor") HEREBY GRANT(S)TO: City of Vernon,a monidpal corporation(the"Grantee") An easement for every propose beneficial to the Vernon Gas dt Electric Department,a Municipal Corporation,including,but not limited to,the right to construct,lay, install,use,maintain,after,add to, repair,replace,inspect and remove underground and overhead electric and other public utilities, consisting of pole,guys and anchors,crossarms,wires,cables,conduits,manholes,vaults,pull boxes, markers and other fixtures and appliances with the right of ingress and egress in,on,over,under,across and through that certain real property in the City of Vernon,County of Los Angeles,State of California, as described in Exhibit"A"attached hereto and incorporated herein by this reference,and as more particularly shown;on the map attached hereto as Exhibit"B"and incorporated herein by this reference. This easement is on a portion of the property owned by the Grantor_The Grantee,and its employees shall have free access to said facilities and every part thereof,at all times, for the purpose of exercising the rights herein granted. Date: February 3,2016 '°Grsnto rMPF. A TA DINGS,L.P.,A California Limited Partnership f3}. Leon NeoZazuler CALIFORNIA ALL-PURPOSE ACKNOWLEDOMENT CML CODE§ 1189 A notary public or other officer completing this certificate verifies only the identity of the wKW dual who signed the document to which this certificate is attached,and not the truthfuk'less,accuracy,or valkidy of that document. State of Cal'fomia 1 Go ty of } OnT - a wore me,��� ate � In me and Titfe &the personally appeared Names)of Signers) who proved to me on the basis of satisfactory evidence to be the person(*whose narne(,i(L+s(+w subscribed to the within instrument and acknowledged to me the h-eVshe h@y executed the same in hisAwAI 0 authorized c pwftyf and that by hisilwAkeir s9lat PO*On the irts#rurr+errt the personal, or the entity upon behalf of which the person#Wacted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that te foregoing paragraph xF�EI is true and correct. CorrwfssM•2tlfA' 4f WITNESS my hand 4twy *"V POW-CaYllashLasA""Cower Cave. es Jarf r< t# �oS?g irc Place Notary Seal Above OPTIONAL Though this section is optional, completing thrs information can defer alteration of the document or haudulent reattachment of this form to an unintended document Description of Attached Doaanent Title or Type of Document: _ Document Date: _ Number of Pages: Signer(s) Other Than Named Above: Capacity(ies)Claimed by Sigroos) Signer's Name: _ Signer's Name: Corporate Officer - Title(s): . _ _ C Corporate Officer -- Title(s): ;-1 Partner - 7 Limited General ❑ Partner - -_1 Limited C General Ej Individual C Attomey in Fact -1 Individual L Attomey in Fact Trustee Guardian or Conservator �]Trustee Guardian or Conservator Other: __ L Other: Signer is Representing: _ - Signer Is Representing: 02014 National Notary Association • www.NationaiNotary.org • 1-800-US NOTARY(1-800-876-6827) Item#5907 EXHIBIT "A" LEGAL DESCRIPTION ELECTRICAL EASEMENT THAT PORTION OF PARCEL 8 OF PARCEL MAP NO. 16480, IN THE CITY OF VERNON, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS SHOWN ON A MAP FU ED IN BOOK 174, PAGES 71 THROUGH 78, INCLUSIVE, OF PARCEL MAPS, RECORDS OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE NORTHERLY LINE OF SAID PARCEL 8,SAID POINT BEING DISTANT THEREON SOUTH 89'5848" EAST, 41.59 FEET FROM THE NORTHWEST CORNER OF SAID PARCEL 8; THENCE ALONG SAID NORTHERLY LINE SOUTH 89°5848" EAST,6.00 FEET; THENCE SOUTH OW01'12"WEST,9.0QFEET; THENCE SOUTH 89°58'48"EAST, 10.00 FEET; THENCE SOUTH 00-01'12"WEST, 16.00 FEET; THENCE NORTH 89°5848"WEST,20.00 FEET; THENCE NORTH 00-0112-EAST, 16.00 FEET; THENCE SOUTH 89°5848" EAST,4.00 FEET; THENCE NORTH 00001'l 2"EAST,9.00 FEET TO THE POINT OF BEGI111%NG. CONTAMING 374 SQUARE FEET,MORE OR LESS. EXHIBIT"B"ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. THIS DESCRIP"T[ON WAS PREPARED BY ME OR UNDER MY DIRECTION: AO s M v4e I I JE X A U E. 1iC} JR., L.S. 7159 F. P rS 12-31-17 ' Corr +� + EXHIBIT "B" SHEET 1 OF 1 SHEET W MAP TO ACCOMPANY LEGAL DESCRIPTION 3� IN THE CITY OF VERNON, COUNTY OF LOS ANGELES. STATE OF CALIFORNIA ELECTRICAL EASEMENT PREPARED UNDER THE SION OF: co F— ANHDRN `R, LINE DATA L�j159 EXP. 12-31-17. NO, BEARING DISTANCE a LAND L1 N89'58'48 W 6.00, ( L2 NO0'O1'12"E 9.00' # L3 NW58'40 W 10.00' JERALD E �� L4 N89'58'4$'W 4.00' AMORN J_ J E7�ZM 31, 2D17 tfk SOLE: 1+=20' t4 ap. 7xS9 Ln A w IF J W I � W I # b a_ SLAU ON AVENUE O C G Ln N`I_Y LINE. PAR. S. o N.W. COR.. PAR. 8, P.N.B. 174 f 71-78 P.M.B. 174/71-78 —P.O.B.. N8758'48 W 47.59' 41.59' L 1 4 O d L4 L3 0 4 � � o o 20.00' r N89`58'48 P'N N w a PARCEL 8 cn PARCEL flap NO. 16480 CL 8.5' 10 11 0�17110� 0 � U�� II�U� b L 3 U CERTIFICATE OF ACCEPTANCE (California Government Code Section 27281) This is to certify that interests in real property conveyed to or created in favor of the City of Vernon by that certain Electrical Easement dated February 3, 2016, executed by Imperial Real Estate Holdings, L.P. a California limited partnership, is hereby accepted by the undersigned officer on behalf of the City pursuant to the authority conferred by Minute Order by the City Council of the City on November 15, 2016, and the grantee consents to recordation thereof by its duly authorized officer. Dated: 2016 CITY OF VERNON WILLIAM "BILL" DAVIS, Mayor ATTEST: MARIA E. AYALA, City Clerk APPROVED AS TO FORM: HEMA PATEL,City Attorney JED RECEIVED NOV 0 0 2016 11 CITY ADMINISTRATION STAFF REPORT '- PUBLIC WORKS, WATER & DEVELOPMENT SERVICES DEPARTMENT AND FIRE DEPARTMENT DATE: November 15,2016 TO: Honorable Mayor and City Council FROM: Derek Wieske, irector of Public Works,Water& Development Services Andrew Guth, Interim Fire Chie fe RE: Resolution Adopting the Findings Supporting Amendments to the California State Buildings Codes, the International Code Council Electrical Code Administrative Provisions, and the International Existing Building Code Recommendation A. Find that the action proposed herein is not subject to the California Environmental Quality Act (CEQA) as the resolution is not considered a "project" under CEQA which is defined as an action directly undertaken by a public agency which has the potential for resulting in either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment. CEQA Guidelines section 15378(a); Cal. Pub. Res. Code section 21065. Under the proposed resolution,no such activity is being undertaken.Even if the resolution were to be considered a"project"under CEQA,which is not the case,the resolution would be covered by the general rule set forth in CEQA Guidelines Section 15061(b)(3) which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment,the activity is not subject to CEQA. Here,the resolution involves making express findings and determinations that modifications to each Code are reasonably necessary due to local climatic, geological, or topographical conditions and will not have any effect on the environment; and B. Adopt the proposed resolution making express findings and determinations that modifications to each Code are reasonably necessary due to local climatic, geological, or topographical conditions. Background The Public Works, Water & Development Services Department in conjunction with the Fire Department(hereinafter referred to as "Departments") are proposing to adopt the 2016 California Fire,Building, Electrical, Mechanical,Plumbing, Existing Building,Residential, Green Buildings Standards and Energy Codes. In addition it is also proposed to adopt the 2006 Edition of the International Code Council Electrical Code Administrative Provisions and the 2015 International Existing Building Code (hereinafter referred to as the "Codes"). The Departments have recommended that these Codes be modified by adding, deleting or amending certain provisions. California Health and Safety Code Sections 17958.5 and 17958.7 requires that local code amendments to the 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 or topographical conditions. The City has determined that due to the local conditions listed below modifications to the Codes are necessary: A) Climatic Conditions. Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to another. B) Geological Conditions. Geological conditions in the City of Vernon are affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the City. C) Topographical Conditions. Topographical conditions of the City of Vernon coupled with the density of buildings, limited setbacks, narrow access to buildings and narrow streets potentially create a problem for governmental agencies to respond to emergency conditions. In addition City staff have determined that modifications are necessary to administrative portions of the Codes for clarification. These modifications are not subject to Health and Safety Code Section 17958.5 since they do not modify a building standard. f The City Attorney's Office has reviewed and approved as to form, the attached resolution. It is recommended that the attached resolution be adopted setting forth the findings for each Code section modification. The resolution shall be forwarded to the California Building Standards Commission after adoption. Fiscal Impact There is no fiscal impact with the City Council making express findings and determinations that modifications to each Code are reasonably necessary due to local climatic, geological, or i topographical conditions. i Attachment(s) i I 1. Resolution r i Page 2 of 2 RESOLUTION NO . A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON MAKING EXPRESS FINDINGS AND DETERMINATIONS THAT MODIFICATIONS TO THE FOLLOWING CALIFORNIA BUILDINGS STANDARDS CODE: THE 2016 CALIFORNIA FIRE CODE, 24 CCR PART 9; THE 2016 CALIFORNIA BUILDING CODE, 24 CCR PART 2; THE 2016 CALIFORNIA ELECTRICAL CODE, 24 CCR PART 3 ; THE 2016 CALIFORNIA MECHANICAL CODE, 24 CCR PART 4 ; THE 2016 CALIFORNIA PLUMBING CODE, 24 CCR PART 5; THE 2016 CALIFORNIA EXISTING BUILDING CODE, 24 CCR PART 10; THE 2016 CALIFORNIA RESIDENTIAL CODE, 24 CCR PART 2 . 5; THE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ALSO CALLED THE CALGREEN CODE, 24 CCR PART 11, AND; THE 2016 CALIFORNIA ENERGY CODE, 24 CCR PART 6; AND THE 2006 EDITION OF THE INTERNATIONAL CODE COUNCIL ELECTRICAL CODE ADMINISTRATIVE PROVISIONS; AND THE 2015 INTERNATIONAL EXISTING BUILDING CODE ARE REASONABLY NECESSARY BECAUSE OF LOCAL CLIMATIC, GEOLOGICAL OR TOPOGRAPHICAL CONDITIONS WHEREAS, Health and Safety Code Section 17958 provides that the City of Vernon may adopt ordinances and regulations imposing the same or modified requirements as are contained in the regulations adopted by the State pursuant to Health and Safety Code Section 17922; and WHEREAS, the State of California is mandated by Health and Safety Code Section 17922 to impose the same requirements as are contained in the most recent edition of the California Fire Code, the California Building Code, the California Electrical Code, the f California Mechanical Code, the California Plumbing Code, the California Existing Building Code, the California Residential Code, the I i California Green Building Standards Code, the California Energy Code, the California Administrative Code, the California Historical Building j Code, and the California Reference Standards Code (hereinafter referred to collectively as "Codes" ) ; and I i I i I WHEREAS, Health and Safety Code Section 17958 . 5 permits the City to make modifications or changes to the Codes, which are reasonably necessary because of local climatic, geological or topographical conditions; and WHEREAS, Health and Safety Code Section 17958 . 7 (a) requires that the City Council, before making any modifications or changes to the Codes, shall make an express finding that such changes or modifications are reasonably necessary because of local climatic, geological or topographical conditions; and WHEREAS, modification to administrative sections of the Codes are proposed to be made in order to clarify the responsibility of the permittee, permit fees, Appeals Board and other provisions which do not modify the Building Standards pursuant to Health and Safety Code Sections 17958, 17958 . 5 and 17958 . 7; and a WHEREAS, the City of Vernon is also adopting the 2006 ICC Electrical Code Administrative Provisions and the 2015 International Existing Building Code with modifications; and WHEREAS, the City Council of the City of Vernon desires to express its finding that such changes or modifications to the Codes are reasonably necessary because of local climatic, geological or topographical conditions . NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE } CITY OF VERNON AS FOLLOWS : i SECTION 1 : The City Council of the City of Vernon finds that this action is exempt under the California Environmental Quality Act (CEQA) , because it is not considered a "project" under CEQA which is defined as an action directly undertaken by a public agency which has the potential for resulting in either a direct physical change in - 2 - the environment or a reasonably foreseeable indirect physical change in the environment. Guidelines section 15378 (a) ; Cal . Pub. Res . Code section 21065 . Under the proposed resolution, no such activity is being undertaken. Even if the resolution were to be considered a "project" under CEQA, which is not the case, the resolution would be covered by the general rule set forth in CEQA Guidelines Section 15061 (b) (3) which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. Here, the resolution involves making express findings and determinations that modifications to each Code are reasonably necessary due to local climatic, 3 geological, or topographical conditions and will not have any effect on 'i the environment. SECTION 2 : The Fire Department and the Public Works, Water i and Development Services Department have recommended that changes and I modifications be made to the Codes and have advised that certain said changes and modifications to the 2016 Editions of the California j Building, Electrical, Mechanical, Plumbing, Existing Building, I Residential, Green Building Standards, and Energy Codes, and the 2006 ICC Electrical Code Administrative Provisions, and the 2015 International Existing Building Code are reasonably necessary to clarify administrative provisions or due to local conditions in the City of Vernon as described below: A. Climatic Conditions. Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to - 3 - I another. B. Geological Conditions . Geological conditions in the City of Vernon are affected by the nearby location of earthquake faults that can create tremendous loss of life and property in the City. C. Topographical Conditions . Topographical conditions of the City of Vernon coupled with the density of buildings, limited setbacks, narrow access to buildings and narrow streets potentially create a problem for governmental agencies to respond to emergency conditions . SECTION 3 : Amendments to the 2016 Editions of the California Building, Electrical, Mechanical, Plumbing, Existing Building, Residential, Green Building Standards, and Energy Codes, and the 2006 ICC Electrical Code Administrative Provisions and the 2015 International Existing Building Code as contained in City of Vernon Ordinance No. 1237, are found reasonably necessary based on the climatic, geological and/or topographical conditions cited above in Paragraphs A, B and C of Section 1 of this Resolution and for administrative clarification are listed in Exhibit A of this resolution. SECTION 4 : The City Council of the City of Vernon hereby expresses its finding that such changes or modifications to the California Fire Code, the California Building Code, the California Electrical Code, the California Mechanical Code, the California Plumbing Code, the California Existing Building Code, the California E Residential Code, the California Green Building Standards Code, the i California Energy Code, the California Administrative Code, the j California Historical Building Code, and the California Reference i l i l - 4 - i 1 i Standards Code, are reasonably necessary because of local climatic, geological or topographical conditions . SECTION 5 : This Resolution shall take effect upon the effective date of Ordinance No. 1237 . SECTION 6 : The City Clerk, or Deputy City Clerk, of the City of Vernon shall certify to the passage, approval and adoption of this resolution, and the City Clerk, or Deputy City Clerk, of the City of Vernon shall cause this resolution and the City Clerk' s, or Deputy City Clerk' s, certification to be entered in the File of Resolutions of the Council of this City. APPROVED AND ADOPTED this 15th day of November, 2016 . Name: Title : Mayor / Mayor Pro-Tem ATTEST: City Clerk / Deputy City Clerk APPROVED AS TO FORM: Brian By n, Depu City Attorney i {i f S 5 - STATE OF CALIFORNIA ) ss COUNTY OF LOS ANGELES ) I, City Clerk / Deputy City Clerk of the City of Vernon, do hereby certify that the foregoing Resolution, being Resolution No. was duly passed, approved and adopted by the City Council of the City of Vernon at a regular meeting of the City Council duly held on Tuesday, November 15, 2016, and thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this day of November, 2016 at Vernon, California. City Clerk / Deputy City Clerk r (SEAL) i { 1 i ,I 1 , I i 6 - i k f 3i �, �� ���� i 1,\ 1 i4 1 i EXHIBIT A FINDINGS AND JUSTIFICATIONS FOR AMENDMENTS TO THE 2016 CALIFORNIA BUILDING STANDARDS CODE The Fire Department and Public Works, Water and Development Services Department have recommended that changes and modifications be made to the Codes and have advised that certain said changes and modifications to the 2016 Editions of the California Fire, Building, Electrical, Mechanical, Plumbing, Existing Building, Residential, Green Building Standards, and Energy Code are reasonably necessary due to local conditions in the City of Vernon as described below. Although findings are not necessary for the 2006 ICC Electrical Code Administrative Provisions and the 2015 International Existing Building Code, they are also set forth herein to further clarify that they are reasonably necessary due to local conditions in the City of Vernon. Ivey to Justifications for Amendments to The 2016 California Building Standards Code A) Administrative. Amendments are necessary for administrative clarification. They do not modify a Building Standard pursuant to Sections 17958, 17958.5, and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards throughout the City of Vernon. B) Climatic. Amendments are justified on the basis of a local climatic conditions. The seasonal climatic conditions during the late summer and fall create severe fire hazards to the public health and welfare in the City of Vernon. The hot, dry weather in combination with Santa Ana winds results in extreme fire conditions for the community and increase the likelihood of fire spreading (conflagration) from one building to another. The aforementioned conditions combined with the geological characteristics of the county and near the City create hazardous conditions for which departure from the California Building Standards Code is required. t C) Geological.Amendments are justified on the basis of local geological conditions. The City of Vernon is subject to earthquake hazards caused by its location in an active seismic activity area. Faults which potentially cause seismic activity in the City include the Whittier Fault to the east,the Raymond Fault to the north, and the Newport-Inglewood Fault to the west. Said faults are generally considered major Southern California earthquake faults which may experience rupture at any time. Such geological conditions can create tremendous loss of life and structures in the City. Thus, because the City is within seismic area which includes the aforementioned earthquake faults within the County of Los Angeles and near the City,the modifications and changes cited herein are designed to better limit property damage as a result of seismic activity and to establish criteria for repair of damaged property following a local emergency. D) Topographical. This amendment is justified on the basis of local topographical conditions. The City of Vernon is coupled with the density of buildings, limited setbacks,narrow access to buildings, narrow streets potentially create a problem for governmental agencies to respond to emergency conditions. Additionally, long periods of dry,hot weather, combined with unpredictable seasonal winds (Santa Ana wind conditions)result in increased exposure to fire risk. The heavy rains tend to over-saturate the soil for a short time period during the year,having a detrimental effect on in-ground structures affected by varying moisture conditions. 7 - Fire Code Section Justification Rationale 104.7.2 Administrative This amendment provides investigation assistance when the fire code official requires reinforcement and validation of origin, cause, and circumstances of an emergency event or explanations to the threat or risk of an identified problem. This change was previously adopted and included in Ordinance 1217. 104.12 Administrative Fire apparatus and personnel respond to numerous false alarm responses due to owner/occupants not maintaining their fire alarm and/or fire protection systems. The time taken to respond to these non- emergency incidents can limit the ability of emergency responders to be available for response to legitimate emergencies and calls for assistance. The City should have the ability to collect for this additional work with { the rationale that the owner or responsible party will maintain their fire alarm and/or fire protection systems if a penalty is incurred for the false alarm. This change was previously adopted and included in ordinance 1217. j 104.13 Administrative, At times, vehicles are left positioned on thoroughfare Climatic, Geological, locations that restrict and block access to emergency Topographical vehicles. This act can impede the ability of emergency responders to arrive, investigate, and function at the scene of the incident on a timely basis,potentially causing more harm, damage, and property loss. Operators have the responsibility to position their vehicles in locations that will not hamper emergency responders from doing they're job. This change was previously adopted and included in Ordinance 1217. 104.14 Climatic, Geological, At times, stock,product,materials, and vehicles are Topographical left at sites that restrict and block access to emergency vehicles or obstruct ingress/egress to emergency personnel. This act can impede the ability of emergency responders to safety and quickly function at the scene of the incident, potentially causing more harm, damage, and property loss. Owners, occupants, and operators have the responsibility to position their j product,materials, and vehicles in locations that will not hamper emergency responders from doing they're job. This change was previously adopted and included in Ordinance 1217. 104.15 Administrative Occasionally scheduled activities endorsed by property owners,their agents, and production companies occur at locations and facilities in the City that require guidance and service in the preservation of life and - 8 - Fire Code Section Justification Rationale property. Approving fire safety personnel,trained to recognize and eliminate unsafe acts,prevent fires, and other hazardous actions will save life and property in the City. This change was previously adopted and included in ordinance 1217. 105.1.7 Administrative The City Council shall set forth the permit and plan review fees by resolution in order to ensure sufficient funds are collected for services provided. From time to time occupants construct and/or modify the structure, building, facility or operation without providing plans or obtaining a permit for the changes. The City should have the ability to collect for this investigational work. This change was previously adopted and included in Ordinance 1217. 105.1.1 Administrative Certain activities historically have been hazardous at work locations. Operational permits annually regulate these activities to reduce or eliminate the risks, whereas construction permits direct the building or installation of specific operational systems or functions. Permits must be posted conspicuously, either permanently or for a limited time, for view by inspectors. This change was previously adopted and included in Ordinance 1217. 105.6.26 Climatic, Geological, Large amounts of loose wood products are a fire Topographical hazard. Currently, this permit does not incorporate pallet storage. This addition will standardize storage practices at facilities that store substantial amounts of pallets in the City. This change was previously adopted and included in ordinance 1217. 105.6.50 Climatic, Geological, Currently, some activities or operations occur at Topographical locations that increase the potential for loss of life or property. This permit addresses these activities and operations by regulating safer practices at facilities in the City. This change was previously adopted and included in Ordinance 1217. 105.7.19 Administrative, Currently,this permit is not listed in the CFC. The Climatic, Geological, addition of this construction permit will standardize Topographical the installation of high-piled combustible storage in racks along with the requirement of providing a floor plan. The addition of this requirement will direct safer storage within buildings and facilities. This change t was previously adopted and included in Ordinance 1217. 105.8 Administrative The permittee and/or its agents shall be held responsible to ensure its work complies with the code and with other regulations or laws adopted by the State - 9 - Fire Code Section Justification Rationale and this responsibility should not be shifted in any way to the City or its employees. This,change was previously adopted and included in Ordinance 1217. 113.6 Administrative This amendment provides the Fire Department with administrative provisions for the establishment and review of fees for services. This change was previously adopted and included in Ordinance 1217. 113.7 Administrative Certain business operations create additional potential hazards at the workplace. These hazards are regulated by the fire code, and may require a specialized inspection. The City Council shall set forth the permit fees by resolution in order to ensure sufficient funds are collected for services provided. The City should have the ability to collect for this additional work. This change was previously adopted and included in Ordinance 1217. 113.8 Administrative The City Council shall set forth the permit and plan review fees by resolution in order to ensure sufficient funds are collected for services provided. From time to time permittees call for an inspection when the work has not been completed or is not performed in conformance with the plans causing the City to re- inspect the work. The City should have the ability to collect for this additional work. This change was { previously adopted and included in Ordinance 1217. 113.9 Administrative From time to time permittees call for an inspection when the work has not been completed or is not performed in conformance with the plans causing the City to re-inspect the work. The City should have the ability to collect for this additional work. This change was previously adopted and included in Ordinance 1217. 114 Administrative, The owner, occupant and/or its agents shall be held Climatic, Geological, responsible to ensure that safety and preventative Topographical measures are provided for employees,visitors, and emergency responders by maintaining fire prevention within its buildings, facilities, storage and processes. If the owner or occupant does not comply with the established codes and regulations, fees and/or penalties can be imposed. The City should have the ability to recover the costs of these expenses from the violator(s). This change was previously adopted and included in ordinance 1217. 202 Administrative Definitions for fire chief and fire code official are imprecise. These modifications are specific to Vernon Fire Department. The definitions for awning, false - 10 - i i I Fire Code Section Justification Rationale alarm, fire safety officer and safety container were not included in section 2 of the CFC and are referenced in the adoptions, so by including them, the terms are identified. This change was previously adopted and included in Ordinance 1217. 304.1.1.1 Administrative, Unregulated installations of solar photovoltaic Climatic, Geological, systems, garden, and landscaping located on the roofs Topographical of buildings can create conditions which severely hinder firefighting ventilation operations. Firefighting ventilation allows the escape of heat, smoke, and gases from the interior compartments of a building, reduces the chances of flashover condition, and greatly helps restore and maintain a tenable interior environment in s a building during a fire. In many firefighting situations, roof top vertical ventilation is the only form of ventilation that can be employed to meet the need to quickly and effectively ! ventilate a building's interior. Rapid ventilation is often a critical element in allowing firefighters to enter a burning building to search for and rescue occupants, control the spread of fire, and create a tenable environment to extend the time a person could survive within a burning building. In order to traverse a roof to place an effective ventilation opening near a fire, it is required that firefighters have access to the roof surface of a building. Firefighters utilize techniques including "sounding"roofs with tools such as a rubbish hook, cutting small inspection holes with power saws in roofs to check for extension, and by using infrared cameras to check for heat concentrations on the surface of a roof. Installing roof obstructions without regard for firefighting ventilation operations may prevent firefighters from safely traveling along strong underlying roof structural members. Installing layers of waterproofing,building material, soil, and vegetation to the surface of a roof will very likely delay or preclude firefighting roof top ventilation operations unless consideration for ventilation operations were incorporated into the layout design of the roof obstruction. This change was previously adopted and included in Ordinance 1217. 311.2.2 Climatic, Geological, Vacant premises that have fire protection systems Topographical installed must be required to maintain the systems to function in case of a fire. This change was previously adopted and included in Ordinance 1217. - 11 - Fire Code Section Justification Rationale 312.2 Administrative, The City of Vernon is an industrial city,with large Topographical trucks, tractor-trailers, and heavy equipment moving on public and private roadways and property. Occasionally large vehicles strike protective guard posts bending,breaking and pushing them against fire protection equipment, hazardous materials containers, and other specialized appliances the posts are designed to protect. This code modification increases the requirements of the guard posts, thus providing better protection of the equipment. This change was previously adopted and included in Ordinance 1217. 315.4.3 Climatic, Geological, Large amounts of loose wood products are a fire Topographical hazard. This addition will standardize storage practices at facilities that store substantial amounts of pallets in the City,and provide the fire department avenues to access the product piles if a fire occurs. This change was previously adopted and included in Ordinance 1217. 315.4.4 Climatic, Geological, Significant volume pallet storage increases the Topographical potential for loss due to the increased fire load. Keeping pallet stacks organized and orderly will assist in limiting the potential for pallets falling over and restricting fire spread. This change was previously adopted and included in Ordinance 1217. 315.4.4.1 Climatic, Geological, Combustible rubbish tends to accumulate around pallet Topographical stacks. These light fuels allow combustion to occur more readily if not cleaned up. Large amounts of pallet materials add to the fire hazard. This addition will standardize storage practices at facilities that stockpile substantial amounts of pallets in the City, and s provide the fire department avenues to access the product piles if a fire occurs. This change was previously adopted and included in Ordinance 1217. j 315.4.4.2 Climatic, Geological, Climatic, geologic, and topographic events or j Topographical conditions may cause pallets to fall onto a structure/awing potentially causing serious injury or death& extensive property damage. This change was previously adopted and included in Ordinance 1217. 503.2.1 Administrative, The Fire Department emergency vehicles are very Topographical large and difficult to maneuver when restrictions are placed on them during incidents. Additionally, some vehicles have outrigger supports that extend the footprint of the vehicle beyond the prescribed access road dimensions in the current fire code. This code modification increases the requirements of the fire apparatus access roads, thus providing sufficient space 12 - Fire Code Section Justification Rationale for movement and placement of emergency equipment. This change was previously adopted and included in Ordinance 1217. 505.1 Administrative, The City of Vernon is an industrial city,with large Topographical industrial building which may be set back from the public right-of-way, also with large trucks,tractor- trailers and heavy equipment moving on public and private roadways and on property. The increase in the address numbers will provide better visibility for emergency response. This change was previously adopted and included in Ordinance 1217. 507.5 Administrative, The City of Vernon has established standards for the Climatic, Geological, spacing of fire hydrants. This change was previously Topographical adopted and included in Ordinance 1217. 507.5.5 Administrative, The City of Vernon has established standards for Climatic, Geological, regulating the clear space around fire hydrants. This Topographical spacing standard assists in providing fire department apparatus direct access to fire hydrants. This change was previously adopted and included in Ordinance 1217. i 901.4.7 Administrative, The City of Vernon is an industrial city, with large Topographical trucks, tractor-trailers, and heavy equipment moving r on public and private roadways and property. Occasionally large vehicles strike protective guard { posts bending, breaking and pushing them against fire 3 protection equipment,hazardous materials containers, and other specialized appliances the posts are designed to protect. This code modification increases the jrequirements of the guard posts, thus providing better protection of the equipment. This change was previously adopted and included in Ordinance 1217. 2404.2 Climatic, Geological, This code was amended to include regulations for j Topographical spray finishing operations that may occur outside. This change was previously adopted and included in Ordinance 1217. 5601.1 Climatic, Geological, Allowing explosive materials in or near densely Topographical positioned structures along with a sizeable general population creates an untenable potential for the City and its business activities. This change was previously adopted and included in Ordinance 1217. 5604.2.9.6.1 Climatic, Geological, This code was amended to address storage and the Topographical separation from schools, and to define the volume of product stored. This change was previously adopted and included in Ordinance 1217. 6101.4 Climatic, Geological, Inside storage or use of LP-gas creates problems that Topographical can compromise workplace safety and potentially - 13 - Fire Code Section Justification Rationale cause or add to the danger of fire department personnel fighting fires. LP-gas cylinders have been struck, fallen over and been damaged, leaked and rocketed around, and exploded when exposed to heat and fire. This change was previously adopted and included in Ordinance 1217. 6103.2.2.1 Climatic, Geological, Inside storage or use of LP-gas creates problems that Topographical can compromise workplace safety and potentially cause or add to the danger of fire department personnel fighting fires. LP-gas cylinders have been struck, fallen over and been damaged, leaked and rocketed around, and exploded when exposed to heat and fire. This change was previously adopted and included in Ordinance 1217. 6104.1 Climatic, Geological, This code was amended to address storage and the Topographical separation from schools, and to define the volume of product stored. This change was previously adopted j and included in Ordinance 1217. 6104.3.3 Climatic, Geological, Improperly positioned containers of pressurized ' Topographical flammable gas pose a significant fire and safety hazard to facilities, employees, and emergency responders. This change was previously adopted and included in Ordinance 1217. Table B 105.2 of Administrative, Appendix B of the California Fire Code provides fire Appendix B Topographical flow requirements for buildings. The City of Vernon as an industrial city, density of buildings and narrow streets,the modification of the code increases the fire flow requirements,thus providing,better protection for an industrial city,therefore it is recommended that Table B 105.2 of Appendix B of the California Fire Code be amended. Appendix C Administrative Appendix C of the California Fire Code provides requirements for the locations and distribution of fire hydrants. The City of Vernon currently establishes standards for Fire Hydrant Location and Distribution. The requirements within the Fire Code would conflict with the City's requirements;therefore it is recommended that Appendix C of the California Fire Code be deleted. This change was previously adopted and included in Ordinance 1217. D103.1 Administrative Appendix D of the California Fire Code provides requirements for fire apparatus access roads. Previous City Codes have been amended to establish City regulations for Fire Access Road Turnarounds. The requirements within the Fire Code would conflict with the City's requirements; therefore it is recommended 14 - i Fire Code Section Justification Rationale that Section D103.1 of Appendix D of the California Fire Code be amended to be in accordance with the City of Vernon standard. This change was previously adopted and included in Ordinance 1217. Amendments to the 2016 Editions of the California Building, Electrical, Mechanical, Plumbing, Existing Building, Residential, Green Building Standards, and Energy Codes, and the 2006 ICC Electrical Code Administrative Provisions and the 2016 International Existing Building Code, are found reasonably necessary based on the climatic, geological and/or topographical conditions cited above and for administrative clarification are listed as follows: Building Code Local Condition Explanation and Findings Section 105.8 Administrative Rationale — Section 105.8 establishes the responsibilities of the permittee ensuring that the work is carried out in { accordance with the approved plans, the code and any other I law or regulation. i Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards j pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 110.7 Administrative Rationale — This section permits the City to charge a reinspection fees for specific instances where the permittee has caused additional work for the City inspector and created the need for an additional site inspection. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 111.1 Climatic, Rationale—Many buildings within the City are left in unsafe Geological, condition when they are vacated by the prior tenant. In order Topographical to ensure the safety of the next occupant the City must inspect the building to determine if is safe to occupy in its current condition or if illegal work has been performed that must be properly permitted. In addition due to the uniqueness of business that operate in Vernon the City must ensure that the structure complies with the requirements of the code for the proposed occupancy. This may include proper number of plumbing fixtures, appropriate storage heights,proper fire systems and appropriate facilities to store - 15 - Building Code Local Condition Explanation and Findings Section or utilize hazardous materials. Because of these factors the City requires each new occupant to obtain a certificate of occupancy for its specific use. Findings - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to another; The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city; The density of buildings, limited setbacks, narrow access to buildings and narrow streets in the City of Vernon could potentially impact governmental agencies response to emergency conditions. 1505.1 Climatic Rationale— Section 1505.1 is amended to allow only certain classes of roofs to be installed to the City. Due the tight spacing of large industrial buildings it appropriate that only roofs with fire resistive properties be installed in the city to reduce the potential of the spread of fire in a wind storm. Findings - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to another. 1507.3.1 Geological Rationale - Section 1507.3.1 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 tile roofs pulling away from wood framed buildings following the 1994 Northridge Earthquake. The SEAOSC/LA City Post Northridge Earthquake committee findings indicated significant problems with tile roofs 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1613.5.2 Geological 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 - 16 - Building Code Local Condition Explanation and Findings Section 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1613.5.3 Geological 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 Northridge Earthquake,the proposed modification to ASCE 7-10 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-The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1613.5.4 Geological Rationale—A joint Structural Engineers Association of Southern California(SEAOSC), Los Angeles County and Los Angeles City Task Force investigated the performance of concrete and masonry construction with flexible wood 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 subdiaphragm 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 subdiaphragm 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 - 17 - Building Code Local Condition Explanation and Findings Section 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 cycles. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1613.5.5 Geological Rationale—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 Supplement 1. The modification is necessary to avoid misinterpretation on the intent of the five story limit for which the SD,s 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 five levels of light frame wood construction on top of a concrete podium by using the calculated SDS without the 70% cap. { Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss i of life and structures in the city. 1613.8 Geological 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 7-10 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 18 - i Building Code Local Condition Explanation and Findings Section of an amendment adopted during the previous code adoption cycles. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1704.6 Geological Rationale—The language in Section 1704.6 of the California Building Code permits the owner to employ any registered design professional to perform 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 designee 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 3 code adoption cycles. Findings - The City of Vernon is affected by the nearby S location of earthquake faults that can create tremendous loss of life and structures in the city. 1704.6.1 Geological Rationale - With the higher seismic demand placed on buildings and structures in this region,the language in i 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 an amendment adopted during previous code adoption cycles. 19 - i Building Code Local Condition Explanation and Findings Section Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1705.3 Geological Rationale—Results from studies after the 1994 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 a compressive strength greater than 2,500 pounds per square inch. This proposed amendment is a continuation of an amendment adopted during previous code adoption cycles. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1705.12 Geological Rationale - In Southern California, very few detached one- or two-family dwellings not exceeding two stories above grade plane are built as"box-type" 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"regular" 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 many 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. jThe 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,B and C. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1807.1.4 Climatic and Rationale -No substantiating data has been provided to Geological 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 - 20 - Building Code Local Condition Explanation and Findings Section detrimental effects of constant moisture in the soil and wood-destroying organisms. Wood foundation systems 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 makes it suitable for both seismic events and wet applications. The proposed amendment takes 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 - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to another. The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1807.1.6 Geological 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 I problems that may result by following prescriptive design s provisions that does not take into consideration the surrounding environment. Plain concrete performs poorly in withstanding the cyclic forces 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1809.3 Geological Rationale - With the higher seismic demand placed on 21 - Building Code Local Condition Explanation and Findings Section 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 f an amendment adopted during previous code adoption cycles. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1809.7 and Table Geological Rationale-No substantiating data has been provided to show 1809.7 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 (SEAOSC) 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1809.12 Climatic and Rationale-No substantiating data has been provided to show Geological 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 wood- destroying organisms. Timber footings, when they are not properly treated and protected against deterioration, have 22 - Building Code Local Condition Explanation and Findings Section 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 - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to another. i The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1810.3.2.4 Climatic and Rationale-No substantiating data has been provided to show Geological that timber deep foundation is effective in supporting I 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. 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 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 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 - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one - 23 - Building Code Local Condition Explanation and Findings Section building to another. The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1905.1.7 Geological 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(SEAOSC) 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. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 1905.1 and 1905.1.9 Geological Rationale—This amendment is intended to carry over critical thru 1905.1.11 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. In 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 r amendment adopted during previous code adoption cycles. f t E qi - 24 - f f� Building Code Local Condition Explanation and Findings Section Findings — The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 2304.10.1. Geological 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 23 04.12.5 Climatic and Rationale-No substantiating data has been provided to show Geological 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 by 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 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. - 25 - Building Code Local Condition Explanation and Findings Section 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 - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the ! likelihood of fire spreading (conflagration) from one building to another. The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and + structures in the city. 2305.4 Geological 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 F 1667, 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 pulling through sheathing materials. Clipped or mechanically driven nails used in wood structural panel j shear wall construction were found to perform much less in previous wood structural panel shear wall testing done at the University of California Irvine. 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 - 26 - Building Code Local Condition Explanation and Findings Section recommendations by the Structural Engineers Association of Southern California (SEAOSC) 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. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 2305.5 Geological Rationale - ICC-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. Yet, 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 an 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 wood framing members. This amendment reflects the recommendations by the Structural Engineers Association of Southern California(SEAOSC) 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 3 clarification. i Findings - The City of Vernon is affected by the nearby I location of earthquake faults that can create tremendous loss j of life and structures in the city. 2306.2 Geological Rationale - The Structural Engineers Association of { Southern California (SEAOSC) and the Los Angeles City Joint 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 f - 27 - i 7 i Building Code Local Condition Explanation and Findings Section 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 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 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 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 j 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 I undesirable performance of nails when gypsum board I 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 2013 code adoption cycle. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 2306.3 Geological Rationale - The Structural Engineers Association of Southern California (SEAOSC) and the Los Angeles City Joint Task Force that investigated the damages to buildings and structures during the 1994 Northridge Earthquake - 28 - Building Code Local Condition Explanation and Findings Section 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 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 jbehavior as the wood structural panels fastened with common nails. The test result revealed that wood structural ! panel fastened with 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 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 2013 code adoption cycle. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 2307.2 Geological Rationale - The Structural Engineers Association of Southern California (SEAOSC) and the Los Angeles City ® - 29 - Building Code Local Condition Explanation and Findings Section Joint 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 E 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 stapled nails appeared to be much lower in strength and stiffness than wood structural panels fastened i 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 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. I This proposed amendment continues the previous amendment adopted during the 2013 code adoption cycle. . Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 30 - Building Code Local Condition Explanation and Findings Section Table 2308.6.1 Geological 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(SEAOSC) and the Los Angeles City Joint Task Force that investigated the poor 4 performance observed in 1994 Northridge Earthquake. This proposed amendment is a continuation of an amendment adopted during previous code adoption cycles. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 2308.6.5 and Figure Geological Rationale - 3/8" thick, 3 ply-plywood shear walls 2308.6.5.1 experienced many failures during the Northridge Earthquake. Box nails were observed to cause massive and multiple failures of the typical 3/8" 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 (SEAOSC) and the Los Angeles City Joint Task Force that investigated the poor performance observed in 1994 Northridge Earthquake. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 2308.6.5.2 and Geological Rationale - 3/8" thick, 3 ply-plywood shear walls } Figure 2308.6.5.2 experienced many failures during the Northridge Earthquake. Box nails were observed to cause massive and multiple failures of the typical 3/8" 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 31 - Building Code Local Condition Explanation and Findings Section 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 (SEAOSC) and the Los Angeles City Joint Task Force that investigated the poor performance observed in 1994 Northridge Earthquake. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 2308.6.8.1 Geological Rationale—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. 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,wood 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 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. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. 2308.6.9 Geological 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 (SEAOSC) 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. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. - 32 - Building Code Local Condition Explanation and Findings Section 2609 Climatic Rationale - Light transmitting roof panel are dangerous to fire fighters. Given the large size of buildings in Vernon, smoke from a fire during windstorm event may mask the location of these roof panels that may have been weaken by a fire causing them to collapse if they were to be stepped on. Findings - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to another. 2610.9 Climatic Rationale - Skylights can be dangerous to fire fighters. Given the large size of buildings in Vernon, smoke from a fire during windstorm event may mask the location of skylights that may have been weaken by a fire causing them f to collapse if they were to be stepped on. Therefore the proposed amendment provides additional protections to 1 resolve these concerns 3 Findings - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the { likelihood of fire spreading (conflagration) from one building to another. J101 Administrative Rationale - This proposed amendment sets forth administrative provisions for the issuance of grading permits and provides safeguards for neighboring properties and the public. It also establishes that all grading permits must also comply with the provisions of Chapter 21 of the City code. Chapter 21 set forth the NPDES provisions that must be met in order to comply with the City's MS4 permit. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standard pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. Electrical Code Local Condition Explanation and Findings Section 110.14(A) Climatic, Rationale—Aluminum conductors expand and contract with Geological, heat. In order to ensure that proper connections are Topographical maintained for the life of the service compression terminals are required. 33 - Electrical Code Local Condition Explanation and Findings Section Findings - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon,increase the likelihood of fire spreading (conflagration) from one building to another; The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city; The density of buildings, limited setbacks, narrow access to buildings and narrow streets in the City of Vernon could potentially impact governmental agencies response to emergency conditions. 200.6 Climatic, Rationale— Ground wiring coloring should be consistent to Geological, avoid confusion, potential hazards and permits electricians Topographical to easily recognize what type of system they are working on. The color coding that is being amended is consistent with ? industry standards. i Findings - Adverse climatic conditions and strong winds { such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to another; The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city; The density of buildings, limited setbacks,narrow access to buildings and narrow streets in the City of Vernon could potentially impact governmental agencies response to emergency conditions. 230.22 Climatic, Rationale—The amendment increase's the physical integrity Geological, of the service entry greatly reducing the potential of a fire Topographical hazard from exposed cable. Findings - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to another; The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city; The density of buildings, limited setbacks,narrow access to buildings and narrow streets in the City of Vernon could potentially impact governmental agencies response to emergency conditions. - 34 - Electrical Code Local Condition Explanation and Findings Section 334.10(3), (4) and Climatic, Rationale — Romex is a substandard wiring method in (5) Geological, commercial/industrial setting. The unprotected cable can Topographical easily be damaged creating a fire hazard. Therefore it should only be permitted in dwelling occupancies. Findings - Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration) from one building to another; The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city; The density of buildings, limited setbacks,narrow access to buildings and narrow streets in the City of Vernon could potentially impact governmental agencies response to emergency conditions. 2006 ICC Electrical Local Condition Explanation and Findings Code Administrative Provisions Section 303.1 Administrative Rationale-Many buildings within the City are left in unsafe condition when they are vacated by the prior tenant. In order to ensure the safety of the next occupant the City must inspect the building to determine if is safe to occupy in its current condition or if illegal work has been performed that must be properly permitted. In addition due to the uniqueness of business that operate in Vernon the City must ensure that the structure complies with the requirements of the code for the proposed occupancy. This may include proper number of plumbing fixtures, appropriate storage heights,proper fire systems and appropriate facilities to store or utilize hazardous materials. Because of these factors the City requires each new occupant to obtain a certificate of occupancy for its specific use. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 402.6 Administrative Rationale—This provision establishes the responsibilities of the permittee ensuring that the work is carried out in 35 - y 2006 ICC Electrical Local Condition Explanation and Findings Code Administrative Provisions Section accordance with the approved plans, the code and any other law or regulation. Finding s - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 402.7 Administrative Rationale—In order to ensure that the service connection has sufficient power to supply to building and to avoid the creation of hazardous condition, by overloading the service entrance connection or transformer it is necessary for the applicant to inform the utility of any load increase in load. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 402.8 Administrative Rationale — In order to ensure that the electrical equipment is safe to operate it should be inspected to ensure conformance with the code. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 404.2 Administrative Rationale—The City has established a fee schedule based on the actual cost of service. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 1102 Administrative Rationale—The City Council should establish the criteria for members of the board of appeals and the terms of the f t 1 S - 36 - s i 2006 ICC Electrical Local Condition Explanation and Findings Code Administrative Provisions Section members. Therefore this conflicting section of the code should be removed. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 1201.3 Administrative Rationale — The City believes that it is necessary that it approves the testing agency to ensure that it is competent in its workmanship and methodology. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. Mechanical Code Local Condition Explanation and Findings Section ' 104.6 Administrative Rationale—This provision establishes the responsibilities of the permittee ensuring that the work is carried out in accordance with the approved plans, the code and any other law or regulation. jFindings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. Table 114.1 Administrative Rationale—The City has established a fee schedule based on the actual cost of service. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. I 37 - I Plumbing Code Local Condition Explanation and Findings Section 104.6 Administrative Rationale—This provision establishes the responsibilities of the permittee ensuring that the work is carried out in accordance with the approved plans, the code and any other law or regulation. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards n pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. Table 104.5 Administrative Rationale — The City has established a fee schedule of its own based on the actual cost of service. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. Table 422.1 Administrative Rationale—This amendment bases the number of plumbing fixtures required to be installed within a building should be based on the actual amount of individuals occupying the building rather than the total area occupied by a certain type of use. The will ensure that a sufficient number toilets and lavatories are provided to ensure a sanitary environment. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 1101.2 Administrative Rationale — The City of Vernon is subject to a municipal NPDES permit issued by the Los Angeles Regional Water quality;control board. This MS4 permit requires certain to establish certain requirements on storm water runoff. The City has adopted these requirements in Chapter 21 of the City code. This amendment requires storm water runoff from the site to comply with the requirements of Chapter 21 of the City Code. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the - 38 - Plumbing Code Local Condition Explanation and Findings Section California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. 2015 International Local Condition Explanation and Findings Existing Building Code 202 Administrative Rationale — This amendment makes it clear that the City utilizes the Construction Codes as adopted by the State of California as its Buildings Codes,not the International Code. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. Appendix A Chapter Administrative Rationale—This amendment utilizes Chapter Al as adopted Al by the State of California as the design criteria for Unreinforced Masonry Buildings rather than the provision contained in the International Existing Building Code. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. Residential Code Local Condition Explanation and Findings Section R105.8 Administrative Rationale—This provision establishes the responsibilities of the permittee ensuring that the work is carried out in accordance with the approved plans, the code and any other law or regulation. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment s establishes administrative standards for the effective enforcement of building standards. R108.7 Administrative Rationale — This section permits the City to charge a reinspection fees for specific instances where the permittee i 39 - E Residential Code Local Condition Explanation and Findings Section has caused additional work for the City inspector and created the need for an additional site inspection. Findings - This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of building standards. R301.1.3.2 Geological Rationale — 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, Di, Da 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, improper 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 Residential Code can be readily addressed by a ' registered design professional. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. IR301.1.4 Topographical, Rationale -Due to the difficulty of fire suppression vehicles Geological 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(SEAOSC) and both the Los Angeles County and jLos Angeles City Task Force investigated the performance of hillside building failures after the Northridge earthquake. Numerous hillside failures resulted in loss of life and - 40 - I Residential Code Local Condition Explanation and Findings Section 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-The density of buildings,limited setbacks,narrow access to buildings and narrow streets in the City of Vernon could potentially impact governmental agencies response to emergency conditions. The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and a structures in the city. Items 1, 3 and 5 of Geological Rationale - With the higher seismic demand placed on j Section R301.2.2.2.5 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 International Residential Code. Such limitations are intended to reduce the potential structural damage expected in the event of an earthquake. The cities I and county of the Los Angeles region has taken extra measures to maintain the structural integrity of the framing of the shear walls and all associated elements when designed for high levels of seismic loads. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R301.2.2.3.8 Geological Rationale-There is no limitation for weight of mechanical and plumbing fixtures and equipment in the International Residential Code. Requirements from ASCE 7 and the International 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 be required to analyze if the floor support is adequate and structurally sound. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R401.1 Climatic, Rationale-No substantiating data has been provided to show Geological that wood foundation is effective in supporting buildings and structures during a seismic event while being subject to - 41 - Residential Code Local Condition Explanation and Findings Section deterioration caused by the combined detrimental effect of constant moisture in the soil and wood-destroying organisms. Wood foundation, 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 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- Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase 3 the likelihood of fire spreading (conflagration) from one s building to another; The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R403.1.2, Geological Rationale - With the higher seismic demand placed on R403.1.3.6 and buildings and structures in this region, precautionary steps R403.1.5 are proposed to reduce or eliminate potential problems that 3 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. 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, wood floors, etc. The proposed change is to limit the use of the exception to structures assigned to Seismic Design Category A, B or C i f x - 42 - i I Residential Code Local Condition Explanation and Findings Section 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 consistent with an amendment adopted during previous code adoption cycles for the California Residential Code. 1 Findings - The City of Vernon is affected by the nearby l location of earthquake faults that can create tremendous loss of life and structures in the city. R404.2 Climatic and Rationale-No substantiating data has been provided to show Geological 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 j 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 I and temperate weather in the Southern California region and are not generally familiar with the necessary precautions and j 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 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 Code. Findings-Adverse climatic conditions and strong winds such as those in existence in the City of Vernon increase the likelihood of fire spreading (conflagration)from one building to another; The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R501.1 Geological Rationale - There is no limitation for weight of mechanical and plumbing fixtures and equipment in the International Residential Code. Requirements from ASCE 7 and the International Building Code would permit equipment weighing up to 400 lbs.when mounted at 4 feet or less above - 43 - I 1 1 Residential Code Local Condition Explanation and Findings Section 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R503.2.4 Geological Rationale - Section R502.10 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 by 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. Lines 35 and 36 of Geological Rationale - The Structural Engineers Association of rt Table R602.3(1) Southern California (SEAOSC) and the Los Angeles City Joint 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 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. i 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 - 44 - Residential Code Local Condition Explanation and Findings Section 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, Di and D2 unless it can be substantiated by cyclic testing. Findings - This proposed amendment is a continuation of an amendment adopted during the previous code adoption cycle. The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. Footnote "b" of Geological Rationale - The Structural Engineers Association of Table R602.3(2) Southern California (SEAOSC) and the Los Angeles City Joint 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 wood structural panel shear walls or diaphragms fastened with staples are based on monotonic testing and does not take into jconsideration that earthquake forces load shear wall or diaphragm in a repeating and fully reversible manner. I 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 forces in structures assigned to Seismic Design Category Do, D1 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. 45 - Residential Code Local Condition Explanation and Findings Section Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. Table R602.10.3(3) Geological 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, DI 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 3 investigated by the Structural Engineers Association of Southern California (SEAOSC) 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 t caused by the use of such walls at the lower level of multi- level building that are subject to higher levels of seismic loads. This proposed amendment is a continuation of an amendment adopted during the previous code adoption cycle. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. Table R602.10.4 Geological Rationale - 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 3/8" 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 i - 46 - I i I Residential Code Local Condition Explanation and Findings Section (SEAOSC) 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 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 forces in structures assigned to Seismic Design Category Do, Di 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. Figure R602.10.6.1 Geological Rationale - 3/8" thick 3 ply-plywood shear walls experienced many failures during the Northridge r Earthquake. Box nails were observed to cause massive and multiple failures of the typical 3/8" 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 j reduce and limit potential damages to property. This proposed amendment reflects the recommendations by the Structural Engineers Association of Southern California (SEAOSC) 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. - 47 - Residential Code Local Condition Explanation and Findings Section Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. Figure R602.10.6.2 Geological Rationale - 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 3/8" 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 (SEAOSC) 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. Table R602.10.5 Geological Rationale- It was observed by the Structural Engineer Association of Southern California(SEAOSC) 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 I property. This proposed amendment is consistent with an amendment adopted during the previous code adoption cycle for the California Residential Code. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R602.10.2.3 Geological Rationale - Plywood shear walls 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 48 - Residential Code Local Condition Explanation and Findings Section 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(SEAOSC) 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. Figure R602.10.6.4 Geological Rationale - 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 3/8" 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 E 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 (SEAOSC) and the Los Angeles City Joint Task Force that investigated the poor performance observed in 1994 Northridge Earthquake. This proposed amendment is a i continuation of an amendment adopted during the previous code adoption cycle. i Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R606.4.4 Geological Rationale - The addition of the word "or" will prevent the use of unreinforced parapets in Seismic Design Category Do, D1 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 - 49 - Residential Code Local Condition Explanation and Findings Section cycle. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R606.12.2.2.3 Geological Rationale - Reinforcement using longitudinal wires for buildings and structures located in high seismic areas are deficient and not as ductile as deformed rebar. 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 adoption cycle. Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R602.3.2 and Table Geological Rationale - The cities and county of the Los Angeles region 602.3.2 have taken extra measures to maintain the structural integrity of the framing of the shear wall 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 Residential 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. 50 - Residential Code Local Condition Explanation and Findings Section Findings - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. R803.2.4 Geological 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 f in this region, it is important to ensure that a complete load path is provided to reduce or eliminate potential damages caused by seismic forces. Requiring blocking with metal i ties around larger roof openings and limiting opening size is consistent with the requirements of Section R301.2.2.2.5. Findings - The City of Vernon is affected by the nearby i location of earthquake faults that can create tremendous loss of life and structures in the city. R1001.3.1 Geological Rationale - 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 - The City of Vernon is affected by the nearby location of earthquake faults that can create tremendous loss of life and structures in the city. Green Building Local Condition Explanation and Findings Standards Code Section 101.12 Administrative Rationale — The City has established a fee schedule of its own based on the actual cost of service. This section also permits the City to charge a reinspection fees for specific instances where the permittee has caused additional work for jthe City inspector and created the need for an additional site inspection. Findings - 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 establishes administrative standards for the effective enforcement of green building standards and - 51 - Green Building Local Condition Explanation and Findings Standards Code Section 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. 202 Administrative 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 E amendment allows clarity and distinguishing understanding I while providing for a general definition. 3 1 Finding s - This amendment is necessary for administrative clarification. It does not modify a Building Standards pursuant to Sections 17958 and 18941.5 of the California I Health and Safety Code and does not require an express finding to be made pursuant to Sections 17958.5 and j 17958.7 of the California Health and Safety Code. This 4 amendment establishes 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 i existing buildings or structures are designed and constructed in accordance with the scope and objectives of the California Green Building Standards Code. 301.1 Administrative Rationale — The proposed editorial change to the indicated section provides clarity and consistency for the application of the CALGreen code. Findings - 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 j amendment establishes 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. 301.1.1 Administrative Rationale -This proposed amendment simplifies the language and increase the scope of application that requires - 52 - Green Building Local Condition Explanation and Findings Standards Code Section the CALGreen 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 gained market adoption. Coupling these new 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 F implementing more restrictive requirements for landscape irrigation and plumbing fixtures. i Indoor air quality is addressed by the CALGreen Code by j implementing multiple limits for VOC (volatile organic compounds) in paints, sealants and construction adhesives and formaldehyde contents in composite wood products. These new standards that restricts VOC and formaldehyde contents have shown to improve indoor air quality and minimize or eliminate occupant health issues related to sick building syndrome. Findings - 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 establishes administrative standards for the - 53 - Green Building Local Condition Explanation and Findings Standards Code Section 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. 5.408.3 Administrative Rationale - On occasions, projects are proposed on sites where the soil is contaminated and falls outside the scope of a designated authority. The addition of Note #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 - 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 establishes 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. A4.105.2 Administrative Rationale-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 - 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 j amendment establishes administrative standards for the effective enforcement of green building standards and i therefore need to be incorporated into the code to assure that - 54 - I Green Building Local Condition Explanation and Findings Standards Code Section 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. A4.106.5. Table Administrative Rationale- Tables A4.106.5.1.1,A4.106.5.1.2, A4.106.5.1(1), Table A4.106.5.1.3 and A4.106.5.1.4 are indicating new values A4.106.5.1(2), Table for Cool roof rating. These new values for cool roof rating A4.106.5.1(3) and are higher than the standards being proposed by the Table A4.106.5.1(4) California Energy Commission and have been shown to be cost-effective through studies previously 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 cooling creating additional air pollution from the increased power production. Findings - 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 establishes administrative standards for the effective enforcement of green building standards and F 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. A4.303.4 Administrative Rationale-The proposed code does not stipulate the number j 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. a j Findings - 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 establishes administrative standards for the 55 - Green Building Local Condition Explanation and Findings Standards Code Section 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. A4.404.3 Administrative 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 - 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 establishes 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. A4.405.1 Administrative Rationale - 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 - 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 establishes administrative standards for the effective enforcement of green building standards and therefore need to be incorporated into the code to assure that j new buildings and structures and additions or alterations to I existing buildings or structures are designed and constructed - 56 - Green Building Local Condition Explanation and Findings Standards Code Section in accordance with the scope and objectives of the California Green Building Standards Code. A4.405.4 Administrative 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 compliance and receive credit. Findings - 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 establishes administraive 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. A4.407.1 Administrative Rationale—This section does not take into consideration the requirements of other codes or ordinances. The proposed editorial change addresses the requirements of other codes or ordinances and eliminates an applicant ability to achieve credit while complying with the requirement of another code. Findings - 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 establishes 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. 57 - Green Building Local Condition Explanation and Findings Standards Code Section A5.106.4.1 Administrative Rationale - This section for bicycle parking only requires 5 percent of the motorized vehicle parking capacity which is equal to mandatory requirement in section 5.106.4.1. The editorial change to 15 percent increases the requirement and removes an applicant's ability to obtain compliance in c two different sections. g Findings - 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 establishes 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. {1 7 Table A5.106.4.3 Administrative Rationale — This table permits an applicant to obtain credit for installing zero changing rooms. By modifying the J requirement in the table, an applicant is required to install at least one changing room to receive credit for this section. Findings - 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 establishes 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. A5.106.6.1 Administrative 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. - 58 - Green Building Local Condition Explanation and Findings Standards Code Section Findings - 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 establishes 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. A5.406.1 Administrative Rationale - The 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 the section. Findings - 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 establishes 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. t Energy Code Local Explanation and Findings Section Condition 100 Administrative Rationale—The City has established a fee schedule of its own based on the actual cost of service. This section also permits the City to charge a reinspection fees for specific instances where the permittee has caused additional work for the City inspector and created the need for an additional site inspection. Findings — This amendment is necessary for administrative clarification and does not modify a Building Standards pursuant to - 59 - Sections 17958, 17958.5 and 17958.7 of the California Health and Safety Code. This amendment establishes administrative standards for the effective enforcement of buildings standards. f i i i j1 I { i 60 - RECEIVED - RECEIVED 1 •• NOV 09 20% NOV A 9 2016 CITY CLERK'S OFFICE `r'9 CITY ADMINISTRATION STAFF REPORT PUBLIC WORKS, WATER & DEVELOPMENT SERVICES DEPARTMENT DATE: November 15,2016 TO: Honorable Mayor and City Council FROM: Derek Wieske,Director of Public Works, Water and De lopment Services 1/141 Originator: Lissette Melendez,Associate Enginee TDKI- RE: Authorization to Execute a Grant Deed at 4415 Bandini Boulevard Recommendations A. Find that accepting the Grant Deed is exempt from the California Environmental Quality Act ("CEQA") in accordance with CEQA Guidelines Section 15301(c) because if any construction occurs as a result of accepting and executing the Grant Deed, the work would merely involve negligible expansion of an existing street; and B. Adopt the proposed resolution to authorize the Mayor and City Clerk to execute the Certificate of Acceptance and the Grant Deed for approximately 3,000 square feet of land located at 4415 Bandini Boulevard. Backeround As part of a property development project, this Grant Deed from 4415 Bandini Boulevard Investors, LLC, a Delaware limited liability company dedicates to the City of Vernon in fee simple title, a portion of property at 4415 Bandini Boulevard, (Assessor's Parcel Number 5243-018-013). The dedication is approximately 3,000 square feet in size, located on the north side of Bandini Boulevard in front of 4415 Bandini Blvd., which was formerly the Clorox site and is currently being graded to be the site of a tea manufacturing company. This dedication will meet the City of Vernon's Master Plan of Streets and will be used for street purposes by increasing the width of the right-of-way. The grant deed has been approved as to form by the City Attorney's Office. Fiscal Impact Processing of the Grant Deed has no fiscal impact. Attachment(s) 1. Certificate of Acceptance 2. Resolution DRAFT CERTIFICATE OF ACCEPTANCE (California Government Code Section 27281) This is to certify that interests in real property conveyed to or created in favor of the City of Vernon by that certain Grant Deed dated October 17, 2016, executed by 4415 Bandini Boulevard Investors, LLC, a Delaware limited liability company, is hereby accepted by the undersigned officer on behalf of the City pursuant to the authority conferred by Resolution No. XXXX-XX by the City Council of the City of Vernon on November 15, 2016, and the grantee consents to recordation thereof by its duly authorized officer. Dated: 2016 CITY OF VERNON WILLIAM "BILL" DAVIS, Mayor ATTEST: MARIA E. AYALA, City Clerk APPROVED AS TO FORM: HEMA PATEL, City Attorney RESOLUTION NO . A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON APPROVING AND ACCEPTING THE GRANT DEED DEDICATING IN FEE A PORTION OF THE PROPERTY LOCATED AT 4415 BANDINI BOULEVARD WHEREAS, 4415 Bandini Boulevard Investors, LLC (the "Grantor" ) has offered to dedicate in fee a portion of the real property in the City commonly known as 4415 Bandini Boulevard in the City of Vernon, approximately 3 , 000 square feet in size, located on Bandini Boulevard, assessor' s parcel number 5243-018-013 (the "Property" ) ; and WHEREAS, Grantor has delivered to the City a grant deed dated October 17, 2016, dedicating in fee the Property to the City, a copy of which is attached hereto as Exhibit A ("Grant Deed" ) ; and WHEREAS, the dedication will meet the City of Vernon' s Master Plan of Streets and will be used for street purposes by increasing the width of the right-of-way; and WHEREAS, by memo dated November 15, 2016, the Department of Public Works, Water & Development Services has recommended that the City accept the Grant Deed and approve execution of the Certificate of Acceptance . NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS : SECTION 1: The City Council of the City of Vernon hereby finds and determines that the above recitals are true and correct. SECTION 2 : The City Council of the City of Vernon finds that this action is exempt under the California Environmental Quality Act (CEQA) , in accordance with CEQA Guidelines section 15301 (c) because if any construction occurs as a result of accepting and executing the Grant Deed, the work would merely involve negligible expansion of an existing street . SECTION 3 : The City Council of the City of Vernon hereby accepts the interests in real property conveyed to the City of Vernon by the Grant Deed, approves the Grant Deed and consents to the recordation of the Grant Deed. SECTION 4 : The City Council of the City of Vernon hereby authorizes the Mayor or Mayor Pro-Tem to execute the Certificate of Acceptance accepting the Grant Deed for, and on behalf of, the City of Vernon and the City Clerk, or Deputy City Clerk, is hereby authorized to attest thereto. SECTION 5 : The City Council of the City of Vernon hereby directs the City Administrator, or his designee, to take whatever actions are deemed necessary or desirable for the purpose of implementing and carrying out the purposes of this Resolution and the actions herein approved or authorized. SECTION 6 : The City Council of the City of Vernon hereby authorizes the Department of Public Works, water & Development Services, to submit the Grant Deed to the County Recorder. - 2 - SECTION 7 : The City Clerk, or Deputy City Clerk, of the City of Vernon shall certify to the passage, approval and adoption of this resolution, and the City Clerk, or Deputy City Clerk, of the City of Vernon shall cause this resolution and the City Clerk' s, or Deputy City Clerk' s, certification to be entered in the File of Resolutions of the Council of this City. APPROVED AND ADOPTED this 15th day of November, 2016 . Name: Title: Mayor /_ Mayor Pro-Tem ATTEST: City Clerk / Deputy City Clerk APPROVED AS TO FO Brian B Deputy - ty Attorney I - 3 - STATE OF CALIFORNIA ) ss COUNTY OF LOS ANGELES ) I, City Clerk / Deputy City Clerk of the City of Vernon, do hereby certify that the foregoing Resolution, being Resolution No. , was duly passed, approved and adopted by the City Council of the City of Vernon at a regular meeting of the City Council duly held on Tuesday, November 15, 2016, and thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this day of November, 2016, at Vernon, California. City Clerk / Deputy City Clerk (SEAL) - 4 - EXHIBIT A RECORDING REQUESTED BY and WHEN RECORDED MAIL TO: City of Vernon 4305 Santa Fe Avenue Vernon,CA 90058 Attn: City Clerk MAIL TAX STATEMENTS TO: Exempt SPACE ABOVE THIS LINE RESERVED FOR RECORDER'S USE GRANT DEED APN: 5243-018-013 DOCUMENTARY TRANSFER TAX IS NONE—NOT REQUIRED SEC. 11922 REVENUE TAXATION CODE. FOR VALUABLE CONSIDERATION,RECEIPT OF WHICH IS HEREBY ACKNOWLEDGED, 4415 BANDINI BOULEVARD INVESTORS,LLC,a Delaware Limited Liability Company (the "Grantor") HEREBY GRANT(S)TO: City of Vernon,a body corporate and politic(the"Grantee") That certain real property (the"Conveyed Property"),as described in Exhibit"A"attached hereto and incorporated herein by this reference,and as more particularly shown on the map attached hereto as Exhibit "B"and incorporated herein by this reference. The Conveyed Property is a portion of the property owned in fee simple by the Grantor. The property is located in the City of Vernon,County of Los Angeles,State of California. 4415 Bandini Boulevard Investors,LLC "Grantor" By: PI Bandini LLC By:4415 Bandini Boulevard 1V Member LLC Its Managing Member Its Majority Member By.TPF Equity REIT Operating Partnership LP By: Pacific Industrial LLC Its sole member Its Manager By:TPF Equity REIT Operating Partnership GP LLC By: Joseph Mishurda.Manage By: Bing Cheng,Director Name,Title Name,Title Signa' Signature: Date: 7,D + t Date- L 7_C ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or i validity of that document. State of Califom'a County of K03 IDS ) On -f 01+' before ST1P.. Q ��''` - �f��� � 4�1 ? (insert narre and title of the off rer) personally appeared �' All, 1 who proved to me on the basis of satisfactory evidence to be tyre personIg whose narr.eA i81ar subscribed to the within instrument and acknowledged to me that hey Jtbo executed the same in hisJhwA drr authorized capacity(i+es), and that by his"rlthdir signature(s�f on the instrument the personal, or the entity upon behalf of which the person(,s�acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is true and correct. WITNESS my hand and official seal. JORJA R.LE E COx�.exa2�00e � ORANGECUNTY � MCi�Irrl�SLiCCaufOilNie i Comm.Exp.M. 241 Signature (Seal) California All-Purpose Acknowledgement A notary public or other office completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy,or validity of that document. State of California County of San Francisco On October 17,2016 before me,Denise Elaine McCown,Notary Public, personally appeared Bing Fun Cheng who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the uM"ACCOWN instrument the person(s), or the entity upon behalf of COMITIlk"0 2066104 Motuy Public-California which which the person(s)acted,executed the instrument. Sin Francisco COun[y > Comm.Expires May 25 << 1 Certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. UITNES hand and official seal_ f S igrtature7 _ ?lace Notry Seal Above ---- ------------_--OPTIONAL--------------- - Though the information below is not required by law,it may prove valuable to persons retying on the document and could prevent fraudulent removal and reattachment of this form to another document Description of Attached Document Title or type of Document:_4415 Bandini Grant Deed - APN 5243-018-013_ Document Date: October 17, 2016 _Number of Pages: _ Signer(s)Other Than Named Above: Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Office—Title(s): _ ❑ Partner- ❑Limited ❑ General ❑ Partner- ❑Limited ❑ General ❑ Attorney in Fact ❑ Attomey in Fact ❑ Trustee ❑ Trustee ❑Guardian or Conservator ❑ Guardian or Conservator ❑ Other: _ ❑ Other. Signer is Representing: Signer is Representing: _ -- EXHIBIT "A" LEGAL DESCRIPTION STREET DEDICATION GRANT DEED THE SOUTHWESTERLY 10 FEET OF PARCEL 3, IN THE CITY OF VERNON, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS CONVEYED TO 4415 BANDINI BOULEVARD INVESTORS LLC PER DEED RECORDED APRIL 14, 20I6, AS INSTRUMENT NO. 20160416508 OF OFFICIAL RECORDS OF SAID COUNTY. DEDICATION CONTAINS AN AREA OF APPROXIMATELY 3,000 SQUARE FEET OR 0.069 ACRES. EXHIBIT"B"ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. THIS DESCRIPTION WAS PREPARED BY ME OR UNDER MY DIRECTION: 51 - a i E. A R JR., L.S. 7159 S 12-31- 7 v Ci J1`#gLp E. AN fO N JR, PLS 7156 0 r;A % 0 PAGE I OF 1 EXHIBIT •B• SCALE: =60' MAP TO ACCOMPANY LEGAL DESCRIPTION IN THE CITY OF VERNON, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA GRANT DEED - — — — ^ — — — N [N67'41'00'IN 1000.11'] W -- — — — [775.111 LLI RAILROAD RIGHT OF WAY 75.67' ' 1. ' 0o PER 3891/224, O.R. N60'05'22`W 0 Q O N C) 01 LL � Li I a 4415 BANDINI BLVD. A.P.N. 5243-018-013 ; 0 cR PARCEL 3 AS CONVEYED TO 4415 a n BANDINI BOULEVARD INVESTORS LLC PER INST. NO. 20 1 6041 6508, REC. n w 4-14-16, O.R. o � i coui w in 04 �p [V N z NOTE: [...I INDICATES RECORD STREET DEDICATION AREA DATA PER INST. NO. 20160416508, REC. 3,000 S.F. (0.069 AC.) 4-14-1 EASEMENT FOR PUBLIC STREET �L PURPOSES IN FAVOR OF THE 3 L �O o CITY OF VERNON PER INST. NO. A pR 1342, REC. 1-07-1970, O.R. [N6T41'00W 300,00'] EXIST. R/W CD o O A BANDINI BOULEVARD PER 3860/214, O.R. SHEET 1 OF 1 RECEIVED RECEIVED NOV 0 9 2016 4 NOV 0 9 20% CITY CLEWS 0 FFI �``� Cln A�MINISTRATION ME STAFF REPORT 6+ , ,����y PUBLIC WORKS, WATER & DEVELOPMENT SERVICES DEPARTMENT DATE: November 15, 2016 TO: Honorable Mayor and City Council FROM: Derek Wieske,Director of Public Works,Water and Development Services�� Originator: Lissette Melendez,Associate Enginee� RE: Authorization to Execute a Grant Deed at 4333 Bandini Boulevard Recommendations A. Find that accepting the Grant Deed is exempt from the California Environmental Quality Act ("CEQA") in accordance with CEQA Guidelines Section 15301(c) because if any construction occurs as a result of accepting and executing the Grant Deed, the work would merely involve negligible expansion of an existing street; and B. Adopt the proposed resolution to authorize the Mayor and City Clerk to execute the Certificate of Acceptance and the Grant Deed for approximately 2,500 square feet of land located at 4333 Bandini Boulevard. Backeiround As part of a property development project, this Grant Deed from 4415 Bandini Boulevard Investors, LLC, a Delaware limited liability company dedicates to the City of Vernon in fee simple title, a portion of property at 4333 Bandini Boulevard, (Assessor's Parcel Number 5243-019-013). The dedication is approximately 2,500 square feet in size, located on the north side of Bandini Boulevard in front of 4333 Bandini Blvd., which was formerly the Clorox site and is currently being graded to be the site of a tea manufacturing company. This dedication will meet the City of Vernon's Master Plan of Streets and will be used for street purposes by increasing the width of the right-of-way. The grant deed has been approved as to form by the City Attorney's Office. Fiscal Impact Processing of the Grant Deed has no fiscal impact. Attachment(s) 1. Certificate of Acceptance 2. Resolution D CERTIFICATE OF ACCEPTANCE (California Government Code Section 27281) This is to certify that interests in real property conveyed to or created in favor of the City of Vernon by that certain Grant Deed dated October 17, 2016, executed by 4415 Bandini Boulevard Investors, LLC, a Delaware limited Iiability company, is hereby accepted by the undersigned officer on behalf of the City pursuant to the authority conferred by Resolution No. XXXX-XX by the City Council of the City of Vernon on November 15, 2016, and the grantee consents to recordation thereof by its duly authorized officer. Dated: - 2016 CITY OF VERNON WILLIAM "BILL" DAVIS, Mayor ATTEST: MARIA E. AYALA, City Clerk APPROVED AS TO FORM: HEMA PATEL, City Attorney RESOLUTION NO . A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VERNON APPROVING AND ACCEPTING THE GRANT DEED DEDICATING IN FEE A PORTION OF THE PROPERTY LOCATED AT 4333 BANDINI BOULEVARD WHEREAS, 4415 Bandini Boulevard Investors, LLC (the "Grantor" ) has offered to dedicate in fee a portion of the real property in the City commonly known as 4333 Bandini Boulevard in the City of Vernon, approximately 2, 500 square feet in size, located on Bandini Boulevard, assessor' s parcel number 5243-019-013 (the "Property" ) ; and WHEREAS, Grantor has delivered to the City a grant deed dated October 17, 2016, dedicating in fee the Property to the City, a copy of which is attached hereto as Exhibit A ("Grant Deed" ) ; and WHEREAS, the dedication will meet the City of Vernon' s Master Plan of Streets and will be used for street purposes by increasing the width of the right-of-way; and WHEREAS, by memo dated November 15, 2016, the Department of Public Works, Water & Development Services has recommended that the City accept the Grant Deed and approve execution of the Certificate of Acceptance. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF VERNON AS FOLLOWS: SECTION 1: The City Council of the City of Vernon hereby finds and determines that the above recitals are true and correct . SECTION 2 : The City Council of the City of Vernon finds that this action is exempt under the California Environmental Quality Act (CEQA) , in accordance with CEQA Guidelines section 15301 (c) because if any construction occurs as a result of accepting and executing the Grant Deed, the work would merely involve negligible expansion of an existing street. SECTION 3 : The City Council of the City of Vernon hereby accepts the interests in real property conveyed to the City of Vernon by the Grant Deed, approves the Grant Deed and consents to the recordation of the Grant Deed. SECTION 4 : The City Council of the City of Vernon hereby authorizes the Mayor or Mayor Pro-Tem to execute the Certificate of Acceptance accepting the Grant Deed for, and on behalf of, the City of Vernon and the City Clerk, or Deputy City Clerk, is hereby authorized to attest thereto. SECTION 5 : The City Council of the City of Vernon hereby directs the City Administrator, or his designee, to take whatever actions are deemed necessary or desirable for the purpose of implementing and carrying out the purposes of this Resolution and the actions herein approved or authorized. SECTION b : The City Council of the City of Vernon hereby authorizes the Department of Public Works, Water & Development Services, to submit the Grant Deed to the County Recorder. - 2 - SECTION 7 : The City Clerk, or Deputy City Clerk, of the City of Vernon shall certify to the passage, approval and adoption of this resolution, and the City Clerk, or Deputy City Clerk, of the City of Vernon shall cause this resolution and the City Clerk' s, or Deputy City Clerk' s, certification to be entered in the File of Resolutions of the Council of this City. APPROVED AND ADOPTED this 15th day of November, 2016 . Name: Title : Mayor / Mayor Pro-Tem ATTEST: City Clerk / Deputy City Clerk APPROVED AS TO F M : Brian B , Deputy ty Attorney - 3 - STATE OF CALIFORNIA ) ss COUNTY OF LOS ANGELES ) I, _ __ , City Clerk / Deputy City Clerk of the City of Vernon, do hereby certify that the foregoing Resolution, being Resolution No. , was duly passed, approved and adopted by the City Council of the City of Vernon at a regular meeting of the City Council duly held on Tuesday, November 15, 2016, and thereafter was duly signed by the Mayor or Mayor Pro-Tem of the City of Vernon. Executed this day of November, 2016, at Vernon, California. City Clerk / Deputy City Clerk (SEAL) 4 EXHIBIT A RECORDING REQUESTED BY and WHEN RECORDED MAIL TO: City of Vernon 4305 Santa Fe Avenue Vernon,CA 90058 Attn: City Clerk MAIL TAX STATEMENTS TO: Exempt SPACE ABOVE THIS LINE RESERVED FOR RECORDER'S USE GRANT DEED APN: 5243-019-013 DOCUMENTARY TRANSFER TAX IS NONE—NOT REQUIRED SEC. 11922 REVENUE TAXATION CODE. FOR VALUABLE CONSIDERATION,RECEIPT OF WHICH IS HEREBY ACKNOWLEDGED, 4415 BANDINI BOULEVARD INVESTORS,LLC,a Delaware Limited Liability Company (the "Grantor") HEREBY GRANT(S)TO: City of Vernon,a body corporate and politic(the"Grantee") That certain real property (the"Conveyed Property"),as described in Exhibit"A"attached hereto and incorporated herein by this reference,and as more particularly shown on the map attached hereto as Exhibit "B"and incorporated herein by this reference. The Conveyed Property is a portion of the property owned in fee simple by the Grantor. The property is located in the City of Vernon,County of Los Angeles,State of California. 4415 Bandini Boulevard Investors,LLC "Grantor" By: PI Bandini LLC Its Managing Member By:4415 Bandini Boulevard JV Member LLC Its Majority Member By: Pacific Industrial LLC By: TPF Equity REIC Operating Partnership LP Its Manager Its sole member By:TPF Equity REIT Operating Partnership GP By: Joseph Mishurda.Manager LLC Name,Title By: Bing Cheng,Director Name,Title S i g n a t Signature: Date: A!�1—' _ 41, a i _ Date: Za l ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or val,dity of that document. Mate of California County of ► �°� ) On } o //j [& before me, (insert name and title of the officer; personally appeared e "O% � � who proved to me on the basis of satisfactory evidence to be the person(s)whose name( islaFd subscribed to the within instrument and acknowledged to me that helshe dW executed the same in hisliaer0eit authorized capacity:�esJ, and that by his/hefltheir-signaturgW on the instrument the perso*), or the entity upon behalf of which the person(, acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. 4SHUA k LEITE y COMM.92lema � NOTARXPVkr-CWFO"M z � ORAIiGECWN� low MIL Comm.Eq.Jul 1 B,2615 Signatu (Seal) California All-Purpose Acknowledgement A notary public or other office completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy,or validity of that document. State of California County of San Francisco On—October 17, 2016 before me, Denise Elaine McCown,Notary Public, personally appeared Bing Fun Cheng who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that DENISE MCCOVVti he/she/they executed the same in his/her/their authorized Cw tnittion#2065109 Notar)r PUW-California capacity(ies), and that by his/her/their signature(s) on the San Francisco CoLM ' instrument the person(s), or the entity upon behalf of rwy Comm Expires May?5.MIS which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS hand and official seal_ 41 Signature Platt Notary$eel Above ------r-----0PT10N"T ----------- Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document Description of Attached Document Title or type of Document:_4415 Bandini Grant Deed -APN 5243-019-013 Document Date: October 17,2016 _Number of Pages: Signer(s)Other Than Named Above: Signer's Name: _ Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Office—Title(s): ❑ Partner- ❑Limited ❑ General ❑ Partner- ❑Limited ❑ General ❑ Attorney in Fact ❑ Attorney in Fact ❑ Trustee ❑ Trustee []Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing- .. EXHIBIT 'B' SCALE: 1'=60' MAP TO ACCOMPANY LEGAL DESCRIPTION IN THE CITY OF VERNON, COUNTY OF LOS ANGELES. STATE OF CALIFORNIA GRANT DEED 30' ' 30Ui (N67'41'00'W 250.00') !{15QO.11') Ld RAJLROAD RicKr of WAY (N(6T41'00-W) PER 3891/224. O.R. NH+'_Y COR., r• 22991/83. G.R. CC {/1 ui I C Q 4333 BANDINI BLVD. A.P.N. 5243-019-013 Lo NOTE: (...) INDICATES RECORD DATA PARCEL 1 P PER INST. NO. 20160416508, AS CONVEYED TO415 � REC. 4-14-16. O.R. BANDINI BOULEVARD -in INVESTORS LLC PER INST. uj NO. 20 1 6041 6508, REC. z 0 4-14-16. O.R. m CV N Z I I EASEMENT FOR PUBLIC STREET PURPOSES 1N FAVOR OF THE CITY OF VERNON PER INST. NO_ Ir 2467, REC. 9-17-1969, O.R. 108' STREET DEDICATION AREA I 2,500 S.F. (0.057 AC.) ND J E. 0 (N6T41'00"W 250.00') �I EXIST. R/W- # "l L q BANDINI BQULEVARD OF PER 3860/214, O.R. 1 OF 1 EXHIBIT"A" LEGAL DESCRIPTION STREET DEDICATION GRANT DEED THE SOUTHWESTERLY 10 FEET OF PARCEL 1, IN THE CITY OF VERNON, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS CONVEYED TO 4415 BANDINI BOULEVARD INVESTORS LLC PER DEED RECORDED APRII, 14, 2016, AS INSTRUMENT NO. 20160416508 OF OFFICIAL RECORDS OF SAID COUNTY. DEDICATION CONTAINS AN AREA OF APPROXIMATELY 2,500 SQUARE FEET OR 0.057 ACRES. EXHIBIT"B"ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. THIS DESCRIPTION WAS PREPARED Y ME OR UNDER MY DIRECTION: V4�at. ( 0. D E. ANHOR�T JR-, L.S. 7159 IRES 12-3I-17 (NtioRN ERpd.D E.JFL p44 7169 �QF C�LI PAGE I OF I