1 CITY COUNCIL REGULAR MEETING AGENDA
APRIL 1, 2025
SPECIAL MEETING: 6:00 P.M. – 7:00 P.M
REGULAR MEETING: 7:00 P.M.
WE ENCOURAGE ALL MEMBERS OF THE PUBLIC TO PARTICIPATE IN THE MEETING VIA TELECONFERENCE BY CALLING (520) 525-8911. ANY MEMBER OF THE PUBLIC
PARTICIPATING VIA TELECONFERENCE WILL BE GIVEN THE OPPORTUNITY TO PROVIDE PUBLIC COMMENT.
ADDITIONALLY, THE REGULAR MEETING WILL BE STREAMED ON YOUTUBE LIVE https://www.youtube.com/channel/UCB_ZmQZIHELh-ECEPZ2VwZg Notice is hereby given that the City Council will hold a Regular Meeting on April 1, 2025, at the City Council Chambers, 663 Main Street, Livingston, California. Assistance will be provided to those requiring accommodations for disabilities in compliance with the Americans with Disabilities Act of 1990. Persons requesting accommodation should contact the Deputy City Clerk at least 24 hours prior to this meeting at (209) 394-8041, Ext. 121. Any writings or documents pertaining to an Open Session item provided to a majority of the members of the legislative body less than 72 hours prior to the meeting shall be made available for public inspection by email if requested. Public comments can be submitted via emailed at [email protected]. Comments must be received by 2:00 p.m. on the day of the City Council meeting in order for them to be distributed to the Council prior to consideration of the matter. You will need to provide: Meeting date, item number, name, email and comment (please limit to 300 words or 3 minutes). Please include: PUBLIC COMMENT in the subject for the email. Written comments will not be read aloud at the meeting, but will be reported as received for the record. If you do not receive an acknowledgement of receipt by 4:00 p.m., please call the City Clerk’s Office at (209) 394-8041, Ext. 121 (Note: This technology is not a guaranteed method).
2 SPECIAL MEETING
1. Call to Order
2. Roll Call
3. Pledge of Allegiance.
4. Moment of Silence – First Responders and Military Members.
5. Citizen Comments
CLOSED SESSION
A “Closed” or “Executive” Session of the City Council or the Successor Agency to the Redevelopment Agency of the City of Livingston may be held in accordance with state law which may include, but is not limited to, the following types of items:
personnel matters, labor negotiations, security matters, providing instructions to real property negotiators, conference with legal counsel regarding pending litigation. The Closed Session will be held in the City Council Chambers located at 663 Main Street, Livingston, California. Any public comment on Closed Session items will be taken before the Closed Session.
Any required announcements or discussion of Closed Session items or actions following the Closed Session will be made in the City Council Chambers, 633 Main Street, Livingston, California.
6. Conference with Legal Counsel – Anticipated Litigation Significant exposure to litigation pursuant to Gov. Code, § 54956.9(d):
Four (4) matters.
7. Conference with Legal Counsel – Liability Claims (Pursuant to Government Code Section 54956.95) Consideration of Claim No.: FR102454 - DOL 08/02/2024. Claimant Alma Arana seeks monetary reimbursement for incurred and future medical expenses/emotional distress due to alleged trip/fall injury at Joseph Gallo Park.
8. Threats to Public Services or Facilities (Pursuant to Government Code Section 54957(a).) Consultation with: City Attorney and/or City Manager.
REGULAR MEETING
CALL TO ORDER Next Resolution No.: 2025-27
Next Ordinance No.: 659
Pledge of Allegiance.
Moment of Silence – First Responders and Military Members.
Roll Call.
3 Closed Session Announcements
Changes to the Agenda.
AWARDS, PRESENTATIONS, PROCLAMATIONS
1. Presentation by Japjeet Singh Uppal: Recognition of the City of Livingston Explorer Scouts and Recognition of Participants, Officers, and Volunteers Involved with the Livingston Explorer Scouts.
2. Presentation by Mayor Moran: Service Recognition of Former Public Works Superintendent Tony Avina.
CITIZEN COMMENTS
This section of the agenda allows members of the public to address the City Council on any item NOT on the agenda. Members of the public, when recognized by the Mayor, should come forward to the lectern, and identify themselves. Comments are normally limited to three (3) minutes. In accordance with State Open Meeting Laws, no action will be taken by the City Council this evening.
ANNOUNCEMENTS AND REPORTS
Supervisor Jim Pacheco Announcements and Reports.
City Staff Announcements and Reports.
City Manager Announcements and Reports.
City Council Members’ Announcements and Reports.
Mayor’s Announcements and Reports.
Robert Wallis
• Special City Selection Committee of the San Joaquin Valley Air Pollution Control Board –Robert Wallis, Representative and Japjeet Uppal, Alternative.
• City Council Liaison - Livingston Planning Commission – Jason Roth and Alternate Robert Wallis.
• Utility Stakeholders Committee – Japjeet Uppal and Robert Wallis.
Jason Roth
• Merced County Local Agency Formation Commission (LAFCO) Jason Roth, Representative. • Merced County Mosquito Abatement District Board of Directors – Gurpal Samra, Representative and Jason Roth, Alternate.
• City Council Liaison - Livingston Planning Commission – Jason Roth and Alternate Robert Wallis.
Japjeet Uppal
• Central Valley Division League of California Cities – Jose Moran, Representative and Japjeet Uppal, Alternate.
4 • Special City Selection Committee of the San Joaquin Valley Air Pollution Control Board – Robert Wallis, Representative and Japjeet Uppal, Alternative. • City Council Liaison - Parks, Recreation and Arts Commission – Jose Moran and Alternate Liaison Japjeet Uppal.
• Merced Integrated Regional Water Management Plan (MIRWMA) – Japjeet Uppal, Representative and Robert Wallis, Alternate Representative. • Utility Stakeholders Committee – Japjeet Uppal and Robert Wallis.
Gurpal Samra
• Merced County Mosquito Abatement District Board of Directors – Gurpal Samra, Representative and Jason Roth, Alternate.
• Merced County Association of Governments (MCAG) Governing Board – Gurpal Samra, Representative and Jose Moran, Alternate.
Jose Moran
• Central Valley Division League of California Cities – Jose Moran, Representative and Japjeet Uppal, Alternate.
• Merced County Association of Governments (MCAG) Governing Board – Gurpal Samra, Representative and Jose Moran, Alternate.
• City Council Liaison - Parks, Recreation and Arts Commission – Jose Moran and Alternate Liaison Japjeet Uppal.
CONFLICT OF INTEREST DECLARATION
Members of the City Council will declare an actual or apparent conflict of interest before discussions or decisions about any matters in which they or anyone with whom they have a close personal relationship could directly or indirectly benefit or where such a benefit could be perceived.
CONSENT AGENDA
Items on the Consent Calendar are considered routine or non-controversial and will be enacted by one vote, unless separate action is requested by a member of the public, the City Manager or City Council Member.
There will be no separate discussion of these items unless members of the public, City Council or City Manager request that specific items be removed. Public comment on consent agenda items shall be limited to three (3) minutes per-person regardless of the number of items contained within the consent agenda
3. RATIFY CHECK WARRANTS
Ratify Warrant Register Dated March 25, 2025.
4. APPROVE MINUTES OF MEETING
Approval of Minutes of Meeting Held on January 13, 2025.
5. APPROVE MINUTES OF MEETING
Approval of Minutes of Meeting Held on January 21, 2025.
6. APPROVE MINUTES OF MEETING
Approval of Minutes of Meeting Held on February 4, 2025.
5 7. Consideration Of Resolution Approving Signature Authorization for Bank Accounts with F & M Bank and Resolution Approving Signatories For Investment of Monies in the Local Agency Investment Fund (LAIF). Staff Recommendation: Approve Resolution.
8. Consideration Of A Resolution Authorizing The City Manager To Enter Into A 24 Month Contract With Flock Safety For Six Additional Automated License Plate Readers (ALPR) Not To Exceed $39,400 For The Contract, $21,400 For The First Year And $18,000 For The Second Year. Staff Recommendation:
Approve Resolution.
9. Consideration Of A Resolution Authorizing The City Manager To Enter Into A Contract With Sun Ridge Systems For The Purchase And Implementation Of The IRIMS Mobile Interface Application For The Livingston Police Department At A Total Initial Cost Of $14,450. Staff Recommendation:
Approve Resolution.
10. Consideration Of A Resolution Approving The Revised Job Description For The Public Works Superintendent Position, Amending The Comprehensive Pay Schedule To Approve The Revised Salary Range For The Position, And Other Actions Necessary To Effectuate The Change. Staff Recommendation: Approve Resolution.
11. Consideration Of A Resolution (1) Approving An Agreement With Garland/DBS, Inc. For Comprehensive Roofing Materials And Support Services For The Historic Museum Roofing Project In The Amount Not To Exceed $115,483, (2) Authorizing The City Manager To Execute All Required Documents. Staff Recommendation: Approve Resolution.
12. Consideration Of A Resolution Approving The Purchase Of One (1) New IBAK Mainlite Mobile Inspection Camera From Municipal Maintenance Equipment, In The Amount Of $89,371.08 And Authorizing The City Manager To Execute All Required Documents. Staff Recommendation:
Approve Resolution.
13. Consideration Of A Resolution Approving The Purchase One (1) New Asphalt Hotbox (KM 8000T 4 Ton Trailer Mounted) From Crafco Inc, In The Amount Of $45,255.78 And Authorizing The City Manager To Execute All Required Documents. Staff Recommendation: Approve Resolution.
DISCUSSION AND POTENTIAL ACTION ITEMS
14. Consideration Of A Resolution A Resolution (1) Authorizing The City Manager To Execute A Professional Service Agreement With Aqua Metric For The Installation Of Sensus Flexnet AMI Technology To Provide Advanced Metering Infrastructure (AMI) Technology In An Amount Not To Exceed $101,121.75 And (2) Waive Formal Bidding Requirements As Outlined In Section 1-11-6 And (3) Authorizing The City Manager To Execute All Required Documents. Staff Recommendation: Approve Resolution.
15. Discussion and Consideration of a Resolution Appointing a Member to Fill the City Clerk Vacancy.
COUNCIL DIRECTION ON FUTURE AGENDA ITEMS
ADJOURNMENT
AGENDA ITEM:
MEETING DATE:
PREPARED BY:
REVIEWED BY:
STAFF REPORT
Warrant Register March 25, 2025
April 01, 2025
Bri Garcia, Accountant I
Happy Bains, Finance Director
RECOMMENDATION:
Ratify the warrant register dated March 25 ,2025
DISCUSSION:
Government Code sections 37208(b) and 37209 provide that accounts payable warrants or checks drawn in payment of demands certified or approved by the finance director as conforming to a budget approved by ordinance or resolution of the legislative body need not be audited by the legislative body prior to payment.
In addition, Government Code section 37208(a) provides that payroll warrants or checks need not be audited by the legislative body prior to payment. Payrolls shall be presented to the legislative body for ratification and approval at the first meeting after delivery of the payroll warrants or checks. The sum total of any payroll checks issued within the week prior to the date of the check register is also noted on the accompanying check register.
The following checks have been certified to be in accordance with the City's approved budget.
The checks have been issued and the check register is presented to the City Council for ratification:
February 29, 2025- March 24, 2025
GENERAL WARRANTS ......................... $ 596,198.80 12975-13097 PAYROLL/WIRE WARRANTS ................. $ 555,009.61 3578 - 3606 ACH WARRANTS ................................. $ 13,646.59 TOTAL WARRANTS .............................. $ 1,164,855.00 ATTACHMENTS:
Warrant Register (detailed by date and check number)
Accounts Payable
Checks by Date - Summary by Check Date
User:
Printed:
Check No
12975
12976
12977
12978
12979
12980
12981
12982
12983
12984
12985
12986
12987
12988
12989
12990
12991
12992
12993
12994
12995
12996
12997
12998
12999
13000
13001
13002
13003
13004
13005
13006
13007
13008
13009
13010
13011
13012
13013
13014
13015
1301 6
13017
13018
[email protected]
3/25/2025 4:33 PM
Vendor No Vendor Name
1685 Jaime A. Aguilar
1682 Rene Aguilar
1580 Teresa Aguilar
1309 Aleshire & Wynder LLP
472 Aqua-Metric Sales Company
193 BSK Associates
272 Charter Communications Holdings, LLC
447 Conco West, Inc
641 Ferguson Enterprises LCC #686
260 First Communications, LLC
188 Frontier
1684 Anel Gaeta
164 Garza Tire & Wheel, Inc
1419 Gemini Group, LLC
358 Hilmar Ready Mix Rockery Nursery, LLC
267 Hoffman Security
501 Hunt & Sons, LLC
11 30 Kellogg Supply
46 1 LEAF
432 MacLeod Watts, Inc
389 Mid Valley IT
180 Mission Linen Service
302 Office Depot, lnc./ODP Business Solutions.
203 PG&E
1545 Josue Ruiz
1681 Gurpal Samra
408 Sapien Family Trust
307 Shred-It, C/0 Stericycle, Inc.
1683 Sharanjit Singh
1606 SVAArchitects, Inc.
1175 UBEO West, LLC
1150 Valley 29 Electric, LLC
296 Visual Edge IT, Inc
2 10 WGR Southwest, Inc.
250 Alhambra
1513 All Precision Plumbing, Inc.
1680 Alumichem USA. Inc.
446 Belkorp Ag, LLC
255 Big Creek Lumber Company
193 BSK Associates
1287 CED Merced
601 Central Valley Salinity Coalition, Inc
272 Charter Communications Holdings, LLC
291 City of Livingston c/o L &L District lrrigati
AP Checks by Date - Summary by Check Date (3/25/2025 4:33 PM) Check Date
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/ 13/2025
03/ 13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
03/13/2025
City of Livingston
1416CStreet
Livingston, CA 95334
Total for 3/13/2025:
03/20/2025
03/20/2025
03/20/2025
03/20/2025
03/20/2025
03/20/2025
03/20/2025
03/20/2025
03/20/2025
03/20/2025
Check Amount
150.00
85.00 345.00
32,077.90
6,612.74
848.40
124.98
88,160.00
38.02 15.52
5,110.94
100.00
4,256.55
5,843.00
296.31
395.95
3,704.61
522.83
741.59
2,125.00
12,349.76
429.73
295.96
497.88
150.00
183.70
1,000.00
277.77
150.00
63,799.50
447.42
283.19
985.57
2,575.80
234,980.62
255.80
750.00
6,693.43
4,248.77
546.03
1,002.80
2,370.50
7,024.59
221.10
8,416.76
Page I
Check No Vendor No Vendor Name Check Date Check Amount
13019 1239 Clark Pest Control of Stockton, Inc. 03/20/2025 54.00 13020 1410 FFP Fund VII TEI Partnership I, LLC 03/20/2025 6,240.01 13021 1686 Forensic Nurse Specialist of Nor CA, LLC 03/20/2025 2,250.00 13022 164 Garza Tire & Wheel, Inc 03/20/2025 1,084.63
13023 262 Gilton Solid Waste 03/20/2025 186,634.53
13024 356 Gouveia Engineering, Inc. 03/20/2025 908.25
13025 1098 Granite Construction Company 03/20/2025 1,448.16 13026 811 Pete Hulse, DVM, Pa Hilmar Animal Hospi 03/20/2025 413.00 13027 266 Hilmar Lumber 03/20/2025 1,977.84
13028 501 Hunt & Sons, LLC 03/20/2025 3,11 1.50
13029 1033 Independent Investigations LLC 03/20/2025 600.00 13030 388 Interstate Battery System of Fresno 03/20/2025 797.23 13031 165 J L Analytical Services, Inc. 03/20/2025 193.64 13032 570 Jocelyn E. Roland, Ph.D., ABPP 03/20/2025 500.00 13033 1667 Christopher Lopez 03/20/2025 528.30
13034 615 McClatchy Company LLC 03/20/2025 914.78
13035 415 Merced Irrigation District 03/20/2025 500.00
13036 269 Merced Pest Control 03/20/2025 80.00
13037 180 Mission Linen Service 03/20/2025 245.24
13038 199 Northstar Chemical 03/20/2025 6,206.79
13039 1147 PAC Machine Company, INC. 03/20/2025 2,607.55 13040 203 PG&E 03/20/2025 7.89
13041 273 Potential Electric Inc. 03/20/2025 10,688.41
13042 265 Resourceability 03/20/2025 3,165.00
13043 1652 Richards, Watson & Gershon A Professiona 03/20/2025 292.50 13044 1687 Abel Rodriguez Flores 03/20/2025 150.00
13045 439 Sharpening Shop 03/20/2025 1,178.38
13046 624 Smith Chevrolet Cadillac, Inc. 03/20/2025 227.66 13047 309 St. Francis Electric 03/20/2025 400.00
13048 412 State of California Department of Transport 03/20/2025 730.60 13049 314 Valley Coffee & Water 03/20/2025 74.95
13050 1642 Valley Water Collaborative 03/20/2025 3,500.00 Total for 3/20/2025: 269,240.62
13051 434 AFSCME District Council 57 03/24/2025 813.12
13052 1688 Leticia Aguilar 03/24/2025 85.00
13053 253 AT&T 03/24/2025 243.02
13054 193 BSK Associates 03/24/2025 3,623.75
13055 393 California State Disbursement Unit 03/24/2025 1,803.66 13056 909 Canon Financial Services, Inc. 03/24/2025 3,31.89 13057 1239 Clark Pest Control of Stockton, Inc. 03/24/2025 86.00 13058 1689 Jaime Cortez 03/24/2025 85.00
13059 787 Custom Weed Control Inc. 03/24/2025 400.00
13060 1089 DAHLIN GROUP 03/24/2025 772.50
13061 188 Frontier 03/24/2025 394.IS
13062 387 Frontier Communications Corp Frontier Co 03/24/2025 152.67 13063 1603 Melanie Garcia 03/24/2025 567.00
13064 164 Garza Tire & Wheel, Inc 03/24/2025 2,965.18
13065 262 Gilton Solid Waste 03/24/2025 5,615.00
13066 1059 Angelo Gonzalez 03/24/2025 400.00
13067 266 Hilmar Lumber 03/24/2025 1,915.14
13068 728 Holt of California 03/24/2025 1,393.54
13069 501 Hunt & Sons, LLC 03/24/2025 2,146.71
13070 1033 Independent Investigations LLC 03/24/2025 1,200.00 13071 520 Interstate Truck Center 03/24/2025 ~99.85
13072 268 Language Line Services, Inc. 03/24/2025 251.92 AP Checks by Date - Summary by Check Date (3/25/2025 4:33 PM) Page 2
Check No Vendor No Vendor Name Check Date Check Amount
13073 1643 Rafaela C. Lara 03/24/2025 222.00
[3074 612 Livingston Peace Officers Association 03/24/2025 3,332.50 13075 389 Mid Valley IT 03/24/2025 3,457.11
13076 180 Mission Linen Service 03/24/2025 619.19
13077 194 Modesto Welding Products 03/24/2025 24.00
13078 2 Angelita Moran 03/24/2025 189.00
13079 899 Jose A. Moran 03/24/2025 1,187.20
13080 199 Northstar Chemical 03/24/2025 1,546.43
13081 302 Office Depot, Inc./ODP Business Solutions. 03/24/2025 202.10 13082 437 Operating Engineers Local 3 03/24/2025 1,431.00 13083 438 Operating Engineers Local Union No.3 03/24/2025 2,055.00 13084 405 Premier Access Insurance Company 03/24/2025 10,156.90 13085 1661 Resource Development Company 03/24/2025 16,613.81 13086 208 Saenz Pest Control, Inc. 03/24/2025 129.00
13087 439 Sharpening Shop 03/24/2025 3,553.79
13088 307 Shred-It, C/O Stericycle, Inc. 03/24/2025 352.52 13089 309 St. Francis Electric 03/24/2025 400.00
13090 598 Standard Insurance Company RB 03/24/2025 8,185.39 13091 1284 State of California 03/24/2025 130.16
13092 530 Telstar Instruments 03/24/2025 5,088.00
13093 1552 Turbo Data System, Inc. 03/24/2025 470.84
13094 868 Erica Valencia 03/24/2025 788.23
13095 367 Verizon Wireless 03/24/2025 1,792.43
13096 608 Vision Service Plan- CA 03/24/2025 3,379.86
13097 597 Work Wellness 03/24/2025 726.00
Total for 3/24/2025: 91,977.56
Report Total (123 checks): 596,198.80
AP Checks by Date - Summary by Check Date (3/25/2025 4:33 PM) Page 3
MEETING MINUTES
SPECIAL MEETING
LIVINGSTON CITY COUNCIL
JANUARY 13, 2025
A Special Meeting of the Livingston City Council was held on January 13, 2025, in the Council of Chambers, with Mayor Moran presiding.
CALL TO ORDER
Mayor Moran called the meeting to order at 6:05 p.m.
ROLL CALL
1:8:] Mayor Jose A. Moran
1:8:] Mayor Pro Tern Gurpal Samra
1:8:] Council Member Japjeet Singh Uppal
1:8:] Council Member Jason Roth
D Vacant
PLEDGE OF ALLEGIANCE
The pledge of allegiance to the flag was recited.
CHANGES TO THE AGENDA
Mayor Moran requested that agenda item 10 be the first item under the discussion and potential action item.
CITIZEN COMMENTS
Mayor Moran opened and closed Citizen Comments at 6:08 p.m. as there were no comments from the public.
CONFLICT OF INTEREST DECLARATION
Members of the Ci~y Council will declare an actual or apparent con_fiict of interest before discussions or
decisions about any matters in which they or anyone with whom they have a close personal relationship could
directly or indirectly ben~fit or where such a benefit could be perceived
CLOSED SESSION
1. Conference with Legal Counsel -Anticipated Litigation Significant exposure to litigation pursuant to Gov. Code,§ 54956.9(d):
Three (3) matters.
2. Conference with Legal Counsel - Anticipated Litigation Deciding whether to initiate litigation pursuant to paragraph 4 of subdivision (d) of Government Code Section 54956.9: One (I) Case, Claim #4A23 l I H2J24-000I.
3. Conference with Legal Counsel -Anticipated Litigation Deciding whether to initiate litigation pursuant to paragraph 4 of subdivision (d) of Government Code Section 54956.9: One (I) Case, Merced County.
4. Conference with Legal Counsel - Pending Litigation pursuant to paragraph 4 of subdivision (d) of Government Code Section 54956.9: Jose Ramirez v. City of Livingston, et al., Case No. 22CV0082.
5. Public Employee Appointment- (Government Code Section 54957) Title: Acting City Manager.
6. PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Title: Interim City Manager
Pursuant to Government Code Section 54957
CLOSED SESSION ANNOUNCEMENTS
There was no reportable action.
DISCUSSION AND POTENTIAL ACTION ITEMS
10. Consideration of the City of Livingston representative appointment for the Merced County Association of Governments ("MCAG").
Interim City Manager Christopher Lopez introduced this item.
Mayor Pro-Tern Samra and Council Member Roth added additional information.
Council Member Roth noted that he doesn't recommend the City to be the chair for MCAG for a six-month term.
Mayor Moran opened public comments at 10:55 p.m.
Public Comments:
Attendee ( did not state name)
Mayor Moran closed public comments at 10:57 p.111. as there were no further comments from the public.
There was a brief discussion between the council and staff regarding the City's representatives for MCAG.
Motion: M/S Uppal/Roth to appoint Mayor Pro-Tern Samra as the representative for Merced County Association of Governments (MCAG) and Mayor Moran as the alternate representative. The motion carried 4-0-0 by the following roll call vote:
AYES:
NOES:
ABSENT:
Council Members: Roth, Uppal, Samra, and Moran.
Council Members: None
Council Members: None
7. Consideration of a Policy Establishing the Manner in Which the City of Livingston Establishes the Agendas for City Council Meetings.
City Attorney Roy Santos noted for the record that Council Members Uppal, Samra, and Roth requested this item.
Council Member Uppal presented a draft policy regarding establishing the manner in which the City establishes the agendas for city council meetings.
Mayor Moran opened and closed public comments at 11 :41 p.111. as there were no comments from the public.
The council directed staff to look at other municipalities' policies and procedures with the same population and with an at-large elected mayor.
8. Discussion and Consideration of Appointment of City Treasurer.
Interim City Manager Christopher Lopez introduced this item.
Mayor Moran opened public comments at 11 :52 p.m. and closed public comments at 11 :53 p.111. as there were no comments from the public.
Motion: M/S Uppal/Roth to open the application process with the deadline of Janumy 22nd. The motion carried 4-0-0 by the following roll call vote:
AYES:
NOES:
ABSENT:
Council Members: Roth, Uppal, Samra, and Moran.
Conncil Members: None
Council Members: None
9. Consider and Discuss the City of Livingston City Council's Options for Filling the City Council Seat Vacated by Elected Councilmember Rodrigo Espinosa, and Take Action Related to Filling the Vacancy.
City Attorney Roy Santos introduced this item.
Mayor Moran opened and closed public comments at 11 :57 p.m. as there were no comments from the public.
Motion: M/S Samra/Roth to open the recruitment process with an application deadline of January 22nd. The motion carried 4-0-0 by the following roll call vote:
AYES:
NOES:
ABSENT:
ADJOURNMENT
Council Members: Roth, Uppal, Samra, and Moran.
Council Members: None
C01mcil Members: None
The special meeting was adjourned by consensus at 11 :58 p.m.
City Clerk of the City of Livingston
APPROVED:
Mayor or Mayor ProTempore
The written meeting minutes reflect a summary of spec/fie actions taken by the City Council. They do not necessarily r~flect all of the comments or dialogue leading up to the action. All meetings are digitally recorded and are an official record of the meeting's proceedings. Digitally recorded verbatim minutes are available, upon request, and may be obtained at Livingston City Hall.
MEETING MINUTES
SPECIAL AND REGULAR MEETING
LIVINGSTON CITY COUNCIL
JANUARY 21, 2025
A Special and Regular Meeting of the Livingston City Council was held on January 2 I, 2025, in the City Council Chambers with Mayor Moran presiding.
SPECIAL MEETING
Mayor Moran called the meeting to order at 5:33 p.m.
ROLL CALL
[gJ Mayor Jose A. Moran
[gJ Mayor Pro Tern Gurpa l Samra
[gJ Council Member Singh Uppal
[gJ Council Member Jason Roth
D Vacant
PLEDGE OF ALLEGIANCE
The pledge of allegiance to the flag was recited
MOMENT OF SILENCE
There was a moment of silence for First Responders and Military Members.
CITIZEN COMMENTS
Mayor Moran opened and c losed public comments at 5:35 p.m. as there were no comments from the public.
The Council went into Closed Session immediately thereafter to discuss the following matters:
CLOSED SESSION
6. PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Title: City Engineer - Gouveia Engineering, Inc.
Pursuant to Government Code Section 54957
7. Conference with Labor Negotiator
(Government Code Section 54957.6)
Labor Negotiator: Christopher Lopez, Interim City Manager Employee Organizations:
OE3- Police Supervisory Employees Association.
OE3- Livingston Police Officer Association
8. PUBLIC EMPLOYEE PERFORMANCE EVALUATION
Title: Interim City Manager
Pursuant to Government Code Section 54957
9. Conference with Legal Counsel- Pending Litigation pursuant to paragraph 4 of subdivision (d) of Government Code Section 54956.9: Jose Ramirez v. City of Livingston, et al., Case No. 22CV0082.
Mayor Moran pulled agenda item 6 from the closed session.
The council reconvened the meeting at 8: 11 p.m.
CLOSED SESSION ANNOUNCEMENTS
There was no reportable action. Council Member Roth recused himself from closed session agenda item 7 and Mayor Pro-Tern Samra recused himself from closed session item 8.
REGULAR MEETING
Mayor Moran called the meeting to order at 8: 12 p.m.
PLEDGE OF ALLEGIANCE
The pledge of allegiance to the flag was recited
MOMENT OF SILENCE
There was a moment of silence for First Responders and Military Members.
ROLL CALL
[8:J Mayor Jose A. Moran
[8:J Mayor Pro Tern Gurpal Samra
[8:J Council Member Singh Uppal
[8:J Council Member Jason Roth
D Vacant
CHANGES TO THE AGENDA
Mayor Pro-Tern Samra pulled out item 12 for further discussion. Council Member Uppal noted that he had comments on items 9 and 13 for comments.
CITIZEN COMMENTS
Mayor Moran opened Citizen Comments at 8: 15 p.m.
Citizen Comments:
Mila Karen Cross
Mayor Moran closed Citizen Comments at 8: 18 p.m., as there were no further comments from the public.
ANNOUNCEMENTS AND REPORTS
Supervisor Jim Pacheco Announcements and Reports.
• Merced County Supervisor Jim Pacheco gave a report.
City Staff Announcements and Reports.
• No reports.
City Manager Announcements and Repo1ts.
• No reports.
City Council Members' Announcements and Reports.
• No Repm1s.
Mayor's Announcements and Reports.
• No Reports.
Vacant
• City Council Alternate Liaison - Livingston Planning Commission - Vacant Jason Roth
• Special City Selection Committee of the San Joaquin Valley Air Pollution Control BoardJason Roth, Representative and Gnrpal Samra, Alternative. • Merced Integrated Regional Water Management Plan (MIRWMA)- Vacant, Representative and ,Jason Roth, Alternate Representative. • Merced County Mosquito Abatement District Board of Directors - Gnrpal Samra, Representative and Jason Roth, Alternate.
• City Council Liaison - Parks, Recreation and Arts Commission -Jose Moran and Alternate Liaison Jason Roth.
Vacant
• Merced County Local Agency Formation Commission (LAFCO) Vacant, Representative. • Central Valley Division League of California Cities- Vacant, Representative and Vacant, Alternate.
Gnrpal Samra
• Merced County Mosquito Abatement District Board of Directors - Gnrpal Samra, Representative and Jason Roth, Alternate.
• Special City Selection Committee of the San Joaquin Valley Air Pollution Control Board - Jason Roth, Representative and Gurpal Samra, Alternative.
• Merced County Association of Governments (MCAG) Governing Board-Gnrpal Samra, Representative and Jose Moran, Alternate.
• Utility Stakeholders Committee - .Jose Moran and Gurpal Samra.
Jose Moran
• Merced County Association of Governments (MCAG) Governing Board - Gnrpal Samra, Representative and ,Jose Moran, Alternate.
• City Council Liaison - Parks, Recreation and Arts Commission - Jose Moran and Alternate Liaison ,Jason Roth.
• Utility Stakeholders Committee - Jose Moran and Gurpal Samra.
AW ARDS, PRESENTATIONS, PROCLAMATIONS
I. Presentation by Mayor Moran: Service Recognition of City Clerk Mucio Vera .Ir.
Mayor Moran presented Mucio Vera, Jr. with a Service Recognition Plaque.
2. Presentation by Mayor Moran: Service Recognition of City Treasurer Katherine Schell Rodriguez.
Mayor Moran read the service recognition plaque for Katherine Schell Rodriguez.
3. Presentation by Mayor Moran: Service Recognition of Former City Clerk Leticia VasquezZurita.
Mayor Moran read the service recognition plaque for Leticia Vasquez-Zurita.
4. Presentation by Nathan Herrero, Principal/ Vice Principal of SV A Architects: Presentation and Update for the New Livingston Rec-Plex.
Nathan Herrero and Gregor Markle from SB&A Architects gave a PowerPoint presentation on the schematic design of the Livingston Rec-Plex and responded to Council questions.
Mayor Moran opened public comments at 8:41 p.m.
Public Comments:
Lori Barrett from Community Health Centers of America
Mayor Moran closed public comments at 8:44 p.m. as there were no further comments from the public.
CONFLICT OF INTEREST DECLARATION
Members (!/the City Council will declare an actual or apparent c011flict of interest b4ore discussions or decisions about any matters in which they or anyone with whom they have a close personal relationship could directly or indirectly ben~fit or where such a hen~fit could be perceived.
CONSENT AGENDA
I. RATIFY CHECK WARRANTS
Ratify Warrant Register Dated .January 16, 2025.
2. City Treasurer's Investment Report for the Month Ending November 30, 2024.
3. Consideration of a Resolution Authorizing the City of Livingston to Enter into an Agreement with the State of California Department of Water Resources (CDWR) to Receive Funds for the New Centralized Treatment Plant and Storage Tank and Authorizing the Interim City Manager to Execute the Agreement on Behalf of the City of Livingston. Staff Recommendation: Approve Resolution.
4. Consideration of an Ordinance of the City of Council of the City of Livingston Amending Title 4, Chapter 2, Section 10 of the Livingston Municipal Code Regarding Freeway Oriented Signs.
Staff Recommendation: Waive the second reading of the ordinance by title only, open and close Public Comment, and adopt Ordinance.
5. Consideration of a Resolution Authorizing the Interim City Manager to Issue a Purchase Order to Shape Incorporated for the Purchase of Three (3) Submersible Pumps in the Amount of $118,764.21. Staff Recommendation: Approve Resolution.
6. Consideration of a Resolution Approving the Installation of Two (2) Light Poles from Potential Electric Inc. at Max Foster Sports Complex in the Amount of $9,230.00 and Authorizing the Interim City Manager to Execute all Required Documents. Staff Recommendation: Approve Resolution.
7. Consideration of a Resolution ( 1) Authorizing the Interim City Manager to Execute a Professional Service Agreement as Approved by the City's Attorney's Office with Telstar Instruments, in an Amount Not to Exceed $57,500 for Fiscal Year 2024/2025 and $40,000 per Year for Fiscal Year 2025/2026 and Fiscal Year 2026/2027 For a Wide Range of Services for City Water Wells and the Wastewater Treatment System. The Agreement Term is For Three (3) Years in An Amount Not Exceed $137,500, and (2) Authorizing the Interim City Manager to Enter Into Future Agreement(s) with Telstar Instruments for Two (2) Additional One (1) Year Term in an Amount Not to Exceed $40,000 per Term. Staff Recommendation: Approve Resolution.
8. Consideration of a Resolution Approving a Four (4) Year Professional Service Agreement with Mike Reavill for Streaming Services for the City Council Meetings in an Amount Not to Exceed $64,000 and Authorizing the Interim City Manager to Execute all Required Documents and other necessary actions. Staff Recommendation: Approve Resolution.
9. Consideration ofa Resolution Approving the Reclassification of the Executive Assistant/Deputy City Clerk to Assistant to the City Manager/Deputy City Clerk, Amending the Salary Schedule to Approve the Revised Salary Range for the Position, and Other Actions Necessary to Effectuate the Change. Staff Recommendation: Approve Resolution.
10. Consideration of a Resolution Approving the Installation of Two (2) Light Poles from Potential Electric Inc. at Max Foster Sports Complex in the Amount of $9,230.00 and Authorizing the Interim City Manager to Execute all Required Documents. Staff Recommendation: Approve Resolution.
11. Consideration of a Resolution (1) Authorizing the Interim City Manager to Execute a Professional Service Agreement as Approved by the City's Attorney's Office with Telstar Instruments, in an Amount Not to Exceed $57,500 for Fiscal Year 2024/2025 and $40,000 per Year for Fiscal Year 2025/2026 and Fiscal Year 2026/2027 For a Wide Range of Services for City Water Wells and the Wastewater Treatment System. The Agreement Term is For Three (3) Years in An Amount Not Exceed $137,500, and (2) Authorizing the Interim City Manager to Enter Into Future Agreement(s)
with Telstar Instruments for Two (2) Additional One (1) Year Term in an Amount Not to Exceed $40,000 per Term. Staff Recommendation: Approve Resolution.
12. Consideration of a Resolution Approving a Four (4) Year Professional Service Agreement with Mike Reavill for Streaming Services for the City Council Meetings in an Amount Not to Exceed $64,000 and Authorizing the Interim City Manager to Execute all Required Documents and other necessary actions. Staff Recommendation: Approve Resolution.
13. Consideration ofa Resolution Approving the Reclassification of the Executive Assistant/Deputy City Clerk to Assistant to the City Manager/Deputy City Clerk, Amending the Salary Schedule to Approve the Revised Salary Range for the Position, and Other Actions Necessary to Effectuate the Change. Staff Recommendation: Approve Resolution.
Mayor Moran opened and closed public comments at 8:48 p.m. as there were no public comments from the public.
Staff responded to Council questions regarding agenda items 7, 9, and 12.
Motion: MIS Samra/Roth to approve the consent agenda. The motion carried 4-0-0 by the following roll call vote:
AYES:
NOES:
ABSENT:
Council Members:
Council Members:
Council Members:
Roth, Uppal, Samra, and Moran
None
None
DISCUSSION AND POTENTIAL ACTION ITEMS
14. Discussion and Direction Regarding the Amount of Food Trucks Allowed in the City.
Interim City Manager Christopher Lopez introduced this item.
Mayor Moran opened public comments at 9:05 p.m. and closed public comments at 9:06 p.m. as there were no comments from the public.
There was a general consensus from the Council for staff to bring back the item in a couple of months.
15. Discussion and Direction Regarding Filling the Livingston Planning Commission Seat Vacated by Japjeet Singh Uppal.
Mayor Pro-Tem Gurpal Samra introduced this item.
There was general consensus from Council to put this item on the next meeting with direction to staff to come back with any other commission vacancies so that the council can start the 30-day application process.
Mayor Moran opened and closed public comments at 9: 14 p.m. as there were no comments from the public.
CITY COUNCIL REORGANIZATION
16. Discussion and Make City Council Appointments to City Boards, Commissions and Committees:
Mayor Moran opened and closed public comments at 9: 17 p.m. as there were no comments from the public.
a. Member- Merced Couuty Local Agency Formation Commission {LAFCO). (Currently:
Former Council Member Soto).
Motion: M/S Roth/Samra to appoint Council Member Roth as the representative of the Merced County Local Agency Formation Commission (LAFCO). The motion carried 4-0-0 by the following roll call vote:
A YES: Council Members:
NOES: Council Members:
ABSENT: Council Members:
Roth, Uppal, Samra, and Moran
None
None
b. Representative/Alternate-Central Valley Divisiou League of California Cities. (Currently: Former Council Member Soto, Representative, Vacant, Alternate).
Motion: M/S Uppal/Moran to appoint Mayor Moran as representative and Council Member Uppal as the alternate representative to the Central Valley Division League of California Cities. The motion carried 4-0-0 by the following roll call vote:
AYES:
NOES:
ABSENT:
Council Members:
Council Members:
Council Members:
Roth, Uppal, Samra, and Moran
None
None
c. Member/Alternate-Merced County Mosquito Abatement District Board of Directors. (Currently: Mayor Pro-Tern Samra, Representative, Council Member Roth, Alternate).
Clerk Notes: No changes were made to appointed representatives. d. Representative/Alternate-Special City Selection Committee of the San Joaguiu Valley Air Pollutiou Coutrol Board. (Currently: Council Member Roth, Representative, Mayor Pro-Tern Samra Alternate).
Motion: M/S Samra to appoint the incoming Council Member as representative. Mayor ProTern Samra amended his motion.
Motion: M/S Samra/Roth to appoint the incoming Council Member as representative and Council Member Uppal as the alternate representative to the Special City Selection Committee of the San .Joaquin Valley Air Pollution Control Board. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members:
NOES: Council Members:
ABSENT: Council Members:
Roth, Uppal, Samra, and Moran
None
None
e. City Council Liaison - Livingston Planning Commission. (Currently: Former Council Member Wallis).
Motion: M/S Roth/Samra to appoint Council Member Roth as the liaison and the incoming Council Member as alternate liaison to the Livingston Planning Committee. The motion carried 4-0-0 by the following roll call vote:
A YES: Council Members:
NOES: Council Members:
ABSENT: Council Members:
Roth, Uppal, Samra, and Moran
None
None
f. City Council Liaison - Parks, Recreation and Arts Commission (Currently: Mayor Moran and Council Member Jason Roth, Alternate).
Motion: M/S Uppal/Moran to appoint Mayor Moran as the liaison and Council Member Uppal as alternate liaison to the Parks, Recreation and A1ts Commission. The motion carried 4-0-0 by the following roll call vote:
A YES: Council Members:
NOES: Council Members:
ABSENT: Council Members:
Roth, Uppal, Samra, and Moran
None
None
h. Two City Council Representatives - Utility Rate Stakeholders Committee (Currently:
Mayor Moran and Mayor Pro-Tern Samra).
Clerk Notes: Mayor Moran stayed as one of the representatives.
Motion: M/S Roth/Samra to appoint Council Member Roth as the second representative to the Utility Rate Stakeholders Committee. The motion carried 4-0-0 by the following roll call vote:
A YES: Council Members:
NOES: Council Members:
ABSENT: Council Members:
Roth, Uppal, Samra, and Moran
None
None
1. Member/ Alternate - Merced Integrated Regional Water Management Plan (MIRWMA). (Currently: Former Council Member Wallis, Representative, Council Member Roth, Alternate.)
Motion: M/S Samra/Roth to appoint Council Member Uppal as the representative and the incoming Council Member as the alternate representative of the Merced Integrated Regional Water Management Plan (MIRWMA). The motion carried 4-0-0 by the following roll call vote:
A YES: Council Members:
NOES: Council Members:
ABSENT: Council Members:
Roth, Uppal, Samra, and Moran
None
None
j. Two City Council Representatives: Water Ad-Hoc Committee. (Currently: Former Council Member Wallis and Council Member Roth)
Motion: M/S Samra/Roth to appoint Council Member Uppal and the incoming Council
Member as representatives of the Water Ad-Hoc Committee. The motion carried 4-0-0 by the following roll call vote:
AYES:
NOES:
ABSENT:
ADJOURNMENT
Council Members:
Council Members:
Council Members:
Roth, Uppal, Samra, and Moran
None
None
The meeting was adjourned by consensus at approximately 9:31 p.m.
City Clerk of the City of Livingston
APPROVED:
Mayor or Mayor Pro Tempore
The written meeting minutes r~fTect a summary ofspecific actions taken by the City Council. They do not necessarily r~fTect all of the comments or dialogue leading up to the action. All meetings are digitally recorded and are an official record of the meeting's proceedings. Digitally recorded verbatim minutes are available upon request and may be obtained at Livingston City Hall.
MEETING MINUTES
SPECIAL AND REGULAR MEETING
LIVINGSTON CITY COUNCIL
FEBRURARY 4, 2025
A Special and Regular Meeting of the Livingston City Council was held on February 4, 2025, in the City Council Chambers with Mayor Moran presiding.
SPECIAL MEETING
Mayor Moran called the meeting to order at 5:32 PM
ROLL CALL
~ Mayor .lose A. Moran
~ Mayor Pro Tern Gurpal Samra
~ Council Member Singh Uppal
~ Council Member .Jason Roth
D Vacant
PLEDGE OF ALLEGIANCE
The pledge of allegiance to the flag was recited
MOMENT OF SILENCE
There was a moment of silence for First Responders and Military Members.
CITIZEN COMMENTS
Mayor Moran opened and closed public comments at 5:35 PM as there were no comments from the public, the Council went into Closed Session immediately thereafter to discuss the following matters:
CLOSED SESSION
6. Conference with Labor Negotiator
(Government Code Section 54957.6)
Page I of 11
Labor Negotiator: Christopher Lopez, Interim City Manager Employee Organizations:
OE3- Livingston Police Officer Association
7. Conference with Legal Counsel – Anticipated Litigation Significant exposure to litigation pursuant to Gov. Code, § 54956.9(d):
four (4) matters.
8. Public Employee Appointment- (Government Code Section 54957) Title: Interim City Manager.
9. Conference with Legal Counsel – Anticipated Litigation Deciding whether to initiate litigation pursuant to paragraph 4 of subdivision (d) of Government Code Section 54956.9: One (1) Case.
REGULAR MEETING
Mayor Moran called the meeting to order at 7:11 PM
PLEDGE OF ALLEGIANCE
The pledge of allegiance to the flag was recited
MOMENT OF SILENCE
There was a moment of silence for First Responders and Military Members.
ROLL CALL
Mayor Jose A. Moran
Mayor Pro Tem Gurpal Samra
Council Member Singh Uppal
Council Member Jason Roth
Vacant
CLOSED SESSION ANNOUNCEMENTS
No reportable action at the moment; however, Council will resume closed session at the end of the meeting.
CHANGES TO THE AGENDA
Mayor Pro-Tem Samra asked that agenda item 2 be pulled for a separate discussion since the City Attorney advised him to recuse himself.
Motion: M/S Samra/Roth to move agenda item 15 before the consent agenda. The motion failed 2-2-0 by the following roll call vote:
AYES: Council Members: Roth and Samra
NOES: Council Members: Uppal and Moran
ABSENT: Council Members: None
Mayor Moran requested agenda item 6 be pulled for separate discussion so that Council Member Roth can recuse himself from item.
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Council Member Uppal requested that the franchise portion of agenda item 9 be a stand-alone item, and the rest remain the same.
Motion: M/S Uppal/Moran to remove the Gilton Franchise Fee from agenda item 9 and have it as a standalone item and have the rest of agenda item 9 be considered as agendized. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Roth, Uppal, Samra, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
CITIZEN COMMENTS
Mayor Moran opened Citizen Comments at 7:17 p.m.
Citizen Comments:
Melissa Kacho
Mayor Moran closed Citizen Comments at 7:19 p.m., as there were no further comments from the public.
ANNOUNCEMENTS AND REPORTS
Supervisor Jim Pacheco Announcements and Reports.
• Merced County Supervisor Jim Pacheco gave a report.
City Staff Announcements and Reports.
• Happy Bains, Assistant City Manager/ Finance Director – Finance Department Update. • Federick Schiff, Chief of Police.
City Manager Announcements and Reports.
• Christopher Lopez, Interim City Manager.
City Council Members’ Announcements and Reports.
• Council Member Japjeet Uppal
Mayor’s Announcements and Reports.
• Mayor Jose Moran.
Appointed Councilmember
• Special City Selection Committee of the San Joaquin Valley Air Pollution Control Board – Appointed Councilmember, Representative and Japjeet Uppal, Alternative. • City Council Liaison - Livingston Planning Commission – Jason Roth and Alternate Appointed Councilmember.
• Utility Stakeholders Committee – Japjeet Uppal and Appointed Councilmember.
Jason Roth
• Merced County Local Agency Formation Commission (LAFCO) Jason Roth, Representative. • Merced County Mosquito Abatement District Board of Directors – Gurpal Samra, Representative and Jason Roth, Alternate.
• City Council Liaison - Livingston Planning Commission – Jason Roth and Alternate Appointed Councilmember.
Japjeet Uppal
• Central Valley Division League of California Cities – Jose Moran, Representative and Japjeet Uppal, Alternate.
• Special City Selection Committee of the San Joaquin Valley Air Pollution Control Board – Appointed Councilmember, Representative and Japjeet Uppal, Alternative. • City Council Liaison - Parks, Recreation and Arts Commission – Jose Moran and Alternate Liaison Japjeet Uppal.
• Merced Integrated Regional Water Management Plan (MIRWMA) – Japjeet Uppal, Representative and Appointed Councilmember, Alternate Representative. • Utility Stakeholders Committee – Japjeet Uppal and Appointed Councilmember.
Gurpal Samra
• Merced County Mosquito Abatement District Board of Directors – Gurpal Samra, Representative and Jason Roth, Alternate.
• Merced County Association of Governments (MCAG) Governing Board – Gurpal Samra, Representative and Jose Moran, Alternate.
Jose Moran
• Central Valley Division League of California Cities – Jose Moran, Representative and Japjeet Uppal, Alternate.
• Merced County Association of Governments (MCAG) Governing Board – Gurpal Samra, Representative and Jose Moran, Alternate.
• City Council Liaison - Parks, Recreation and Arts Commission – Jose Moran and Alternate Liaison Japjeet Uppal.
AWARDS, PRESENTATIONS, PROCLAMATIONS
1. Presentation by Mayor Moran: Service Recognition of Interim City Manager Christopher Lopez.
Mayor Moran presented the Interim City Manager Christopher Lopez with a service recognition plaque.
Maria Soto thanked Mr. Lopez for his service and presented him with a plaque.
Mayor Moran called for a break at 7:55 PM
Mayor Moran reconveyed the meeting at 7:58 PM
CONFLICT OF INTEREST DECLARATION
Members of the City Council will declare an actual or apparent conflict of interest before discussions or decisions about any matters in which they or anyone with whom they have a close personal relationship could directly or indirectly benefit or where such a benefit could be perceived.
CONSENT AGENDA
4. Consideration of a Resolution Authorizing the Interim City Manager to Execute an Agreement with Midway Amusements for 2025/2026/2027 Sweet Potato Festival. Staff Recommendation: Approve Resolution.
5. Consideration of a Resolution Adopting the Memorandum of Understanding Between the City of Livingston and the Supervisory Employees’ Association for the Period of July 1, 2024, through June 30, 2025, and Adopting a Revised Comprehensive Pay Schedule. Staff Recommendation: Approve
Resolution.
Mayor Moran opened and closed public comments at 8:02 p.m. as there were no comments from the public.
Motion: M/S Roth/Samra to approve consent agenda items 4 and 5. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Roth, Uppal, Samra, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
2. Consideration of an amendment to the Interim City Manager contract providing a 4% cost of living increase effective February 1, 2024. Recommendation: Approve Amendment.
Clerk Notes: Mayor Pro-Tem Samra recused himself. He left the Council of Chambers at 8:02 p.m. before this item was discussed.
Mayor Moran opened and closed public comments at 8:04 PM as there were no comments from the public.
Motion: M/S Uppal/Roth to approve consent agenda item 2. The motion carried 3-0-0-1 by the following roll call vote:
AYES: Council Members: Roth, Uppal, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
RECUSAL: Council Members: Samra
Clerk Notes: Mayor Pro-Tem Samra returned to the Council of Chambers after the action was taken at 8:05 p.m.
3. Consideration of a Resolution (1) Authorizing the Interim City Manager to Execute a Professional Service Agreement with Shannon Pump Company to Provide Proactive Maintenance Repairs to Well 15 and Well 17 in an Amount not to Exceed $208,773.23, (2) Waive Formal Bidding Requirements as Outlined in Section 1-11-6, and (3) Authorizing the Finance Department to Make a Supplemental Appropriation to Fiscal Year 2024/2025 Budget in the Amount of $106,181.29 to the Water Enterprise Fund. Staff Recommendation: Approve Resolution.
Public Works Director Anthony Chavarria responded to Council’s question regarding the reason why they want to waive the bidding process.
Mayor Moran opened and closed public comments at 8:10 p.m. as there were no comments from the public.
Motion: M/S Moran/Samra to approve the consent agenda item 3. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Roth, Uppal, Samra, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
6. Consideration of a Resolution Adopting the Memorandum of Understanding Between the City of Livingston and the Police Officers’ Association for the Period of July 1, 2024, through June 30, 2025, and Adopting a Revised Comprehensive Pay Schedule. Staff Recommendation: Approve Resolution.
Clerk Notes: Council Member Roth recused himself due to his daughter working in the Police Department. He left the Council of Chambers at 8:10 p.m. before this item was discussed.
Mayor Moran opened and closed public comments at 8:11 p.m. as there were no public comments.
Motion: M/S Uppal/Samra to approve the consent agenda item 6. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
RECUSAL: Council Members: Roth
Clerk Notes: Council Member Roth returned to the Council of Chambers at 8:12 p.m. after the action was taken.
PUBLIC HEARING
7. Consideration of a Resolution Approve GPA No. 2023-01, Amending the General Plan Land Use Diagram of the City of Livingston from PF, Public Facility to HC, Highway Commercial to Accommodate Phase Two of the Moonglo Development Project on Property Generally Located on the South Side of Campbell Avenue East of Hammatt Avenue at Located at 2300 Campbell Avenue and Ordinance Amending the Official Zoning Map of the City of Livingston of Property Located at 2300 Campbell Avenue from Public/Quasi Public Facilities (PF) to Highway Service Commercial (C-3) (Rezone 2023-01). Staff Recommendation: Approve Resolution and Waive First Reading of Ordinance, open and close Public Comment, and approve Ordinance by title only. (CONTINUED TO THE NEXT REGULAR CITY COUNCIL MEETING OF 2-18-2025).
Mayor Moran opened and closed public hearing at 8:14 p.m. as there were no comments from the public.
Motion: M/S Samra/Roth to continue item 7 to the next meeting on February 18, 2025. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, Roth, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
8. Consideration of a Resolution to Approve a Time Extension for Time Extension Application No. 2024- 01 MIT No. 2019-03 for the Villages at Main Residential Apartment Community on Property Generally Located on the East Side of Main Street, South of Peach Avenue (APN No. 047-280-020 and 047-280- 029). Staff Recommendation: Approve Resolution. (CONTINUED TO THE NEXT REGULAR CITY COUNCIL MEEETING OF 2-18-2025).
Mayor Moran opened public comments at 8:16 p.m. and closed public comments at 8:17 p.m. as there were no comments from the public.
Motion: M/S Uppal/Samra to approve staff recommendation to continue meeting on February 18, 2025. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, Roth, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
DISCUSSION AND POTENTIAL ACTION ITEMS
9a. Resolution Approving Appropriations and Amending the Fiscal Year 2024-2025 Budget.
City Attorney Santos noted that pursuant to the Council’s motion, item 9 will be split into items 9a and 9b. Item 9a will be Resolution Approving Appropriations and Amending the Fiscal Year 2024-2025 Budget and item 9b will be a resolution authorizing Finance Department to move Gilton’s Franchise Fee’s from the Fire Services Fund Back to the General Fund and All Future Franchise Fee’s Received from Gilton to be Put in the General Fund.
Assistant City Manager/Finance Director Happy Bains presented this item.
Public Works Director Anthony Chavarria responded to questions regarding the roof replacement budget increase for the Child Development Center building.
Recreation Superintendent Benoit answered questions regarding the Child Development Center building usage and provided information about the agreement in place.
Mayor Moran opened and closed public comments at 8:25 p.m. as there were no comments from the public.
Motion: M/S Uppal/Moran to approve Resolution Approving Appropriations and Amending the Fiscal Year 2024-2025 Budget. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, Roth, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
9b. Authorizing the Finance Department to Move Gilton’s Franchise Fee’s from the Fire Services Fund Back to the General Fund and All Future Franchise Fee’s Received from Gilton to be Put in the General Fund.
Council Member Uppal introduced this item.
Mayor Moran opened public comments at 9:20 p.m.
Public Comments:
Parwinder Uppal
Diego Castillo
Mayor Moran closed Public Comments at 9:27 p.m. as there were no further comments from the public.
Mayor Pro-Tem Samra suggested moving the funds in the Fire Services Fund to cover the deficit, and the rest of the funds into Solid Waste.
The City Attorney noted that the city cannot set a rate based on a rate study to the provider.
Motion: M/S Uppal/Samra to move the necessary funds to balance the General Fund and allocate the rest of the funds to the Solid Waste Fund. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, Roth, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
10. Notice of Resignation of Japjeet Singh Uppal from the Livingston Planning Commission, Resolution Appointing Mohinder Kanda as a Commissioner of the City of Livingston Planning Commission, and Direction to Staff to Solicit Applications for Consideration for an Appointment to the Planning Commission as a Planning Commissioner Alternate Member.
Contract City Planner Miguel Galvez introduced this item.
Mayor Pro-Tem Samra questioned if Commissioner Mohinder Kanda is still in the city.
Mayor Moran opened public comments at 9:46 p.m. and closed at 9:47 p.m. as there were no comments from the public.
Motion: M/S Uppal/Samra to solicit applications for consideration of a permanent and alternative commissioner.
Council Member Uppal amended his motion.
Motion: M/S Uppal/Roth to direct staff to bring back an item to appoint Diego Castillo as permanent Planning Commissioner and start the application process to fill the vacancy created on the planning commission for 30 days. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, Roth, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
11. Discussion and Direction Regarding Parks, Recreation, and Arts Commission Vacancies.
Superintendent Jacquie Benoit introduced this item.
Mayor Moran opened and closed at 9:50 p.m. as there were comments from the public.
Motion: M/S Moran/Uppal to bring back an item to appoint Jessica Betschart to the Recreation Commission and start the application process [for 30 days for the two remaining vacancies]. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, Roth, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
12. Discussion and Direction on Dissolving the Ad-Hoc Committee for Over-the-Counter Building Permit Application Process.
Mayor Pro-Tempore Samra introduced this item.
Public Works Director Anthony Chavarria answered questions about the Ad-Hoc Committee he led.
Mayor Moran opened public comments at 10:01 PM
Public Comments:
Diego Castillo
Mayor Moran closed public comments at 10:02 p.m. as there were no further comments from the public.
Interim City Manager Lopez noted that the process would stay the same where staff would develop a memo and forward it to the City Manager’s office and City Manager’s office will then provide it to the council.
Motion: M/S Samra/ Uppal to dissolve the Ad Hoc Committee. Council Member Roth and Mayor ProTem Samra amended their motion.
Motion: M/S Samra/Uppal to dissolve the Ad Hoc Committee and ensure that the process as identified (by the Interim City Manager) is followed. Staff should provide the findings as dictated or found in the process and provide that information to the city manager, and the city manager should provide it to the council. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, Roth, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
Mayor Moran called for a break at 10:04 PM
Mayor Moran reconveyed the meeting at 10:08 PM
13. Discussion and Direction on the Designation of Delegate(s) for the Merced County Association of Governments (MCAG) 2025 One Voice Trip and Identify Potential Priorities.
Mayor Pro-Tempore Samra introduced this item. He noted that he is unable to attend due to personal reasons and would like to know if any other council member is interested in attending.
Mayor Moran noted that he has a scheduling conflict, so he is unable to attend.
Council Members Roth and Uppal showed interest in attending.
Mayor Moran opened and closed public comments at 10:12 p.m. as there were no comments from the public.
Motion: M/S Moran/Samra to appoint Council Members Roth and Uppal to the Merced County Association of Governments(MCAG) 2025 One Voice Trip. The motion carried 4-0-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, Roth, and Moran
NOES: Council Members: None
ABSENT: Council Members: None
14. Status Update on Council Direction Given on August 20, 2024, regarding Administrative Fee for Solid Waste, Recycling and Organics Collection Services Processing Maintenance and Enforcement.
Council Member Uppal introduced this item.
Council Member Uppal noted that he wanted to address the administrative fee issue before the Sanitation Fund is drained.
Mayor Moran opened public comment at 10:42 p.m.
Public Comments:
Maria Soto
Parweder Uppal
Mayor Moran closed public comments at 10:48 p.m. as there were no further comments from the public.
Council Member Uppal suggested a phased-out approach to adding the administration fee to the consumers.
Mayor Pro-Tem Samra requested a meeting with Council Member Uppal and the City Attorney.
The council was in agreement with the Interim City Manager Lopez to have the Finance Director provide phasing options and to bring back items no later than the second meeting in March.
City Attorney Santos noted that there will have to be a two-step process. First step would be to approve the administrative fee, and the second step would be the mitigation measures. 15a. Consideration of a Resolution Appointing a Member to Fill the City Council Vacancy as a Result of Councilmember-Elect Rodrigo Espinosa’s Resignation .
The council separated the Treasurer vacancy to be a standalone item.
Deputy City Clerk Monica Cisneros introduced this item.
Mayor Moran opened public comments at 11:12 p.m.
Public Comments:
Rodrigo Espinosa
Robert Wallis
Applicant (did not state name).
Maria Soto
Mayor Moran closed public comments at 11:36 p.m. as there were no further comments from the public.
Motion: M/S Roth/Samra to appoint Robert Wallis as Council Member. The motion carried 3-1-0 by the following roll call vote:
AYES: Council Members: Uppal, Samra, and Roth
NOES: Council Members: Moran
ABSENT: Council Members: None
Clerk Notes: Mayor Moran swore-in Robert Wallis as Council Member. 15b. Discuss the City Treasurer Vacancy.
A resident in the Council Chambers showed interest in the position.
Clerk Notes: Council Member Uppal recused himself due to his brother being the interested person for the City Treasure position. He left the Council of Chambers at 11:57 p.m. before the item was discussed.
Motion: M/S Roth/Samra to appoint Parwinder Uppal as City Treasurer. The motion carried 4-0-0-1
by the following roll call vote:
AYES: Council Members: Wallis, Samra, Roth, Moran
NOES: Council Members: None
ABSENT: Council Members: None
RECUSAL: Council Members: Uppal
Council Member Uppal came back to the Council of Chambers at 12:00 p.m. after the item was discussed.
COUNCIL DIRECTION ON FUTURE AGENDA ITEMS:
None.
CLOSED SESSION ANNOUNCEMENT:
There was no reportable action.
ADJOURNMENT
The meeting was adjourned by consensus at approximately 12:48 p.m. __________________________________
City Clerk of the City of Livingston
APPROVED:
_____________________________
Mayor or Mayor Pro Tempore
The written meeting minutes reflect a summary of specific actions taken by the City Council. They do not necessarily reflect all of the comments or dialogue leading up to the action. All meetings are digitally recorded and are an official record of the meeting’s proceedings. Digitally recorded verbatim minutes are available upon request and may be obtained at Livingston City Hall.
AGENDA ITEM:
MEETING DATE:
PREPARED BY:
REVIEWED BY:
STAFF REPORT
Adopt Resolutions Approving Authorized Signatories for Banking Services and Local Agency Investment Fund (LAIF)
April 1, 2025
Happy Bains, Finance Director/Assistant City Manager
Jose A. Ramirez, City Manager
RECOMMENDATION
Staff recommends that the City Council adopt the following:
1. A Resolution of the City Council of the City of Livingston Approving Signatories for Banking Services with F&M Bank; and
2. A Resolution of the City Council of the City of Livingston Approving Signatories for Investment of Monies in the Local Agency Investment Fund (LAIF)
BACKGROUND
Periodically, as the City undergoes staffing changes, bank and investment signatures need to be updated with the proper financial institutions.
DISCUSSION
Financial and Investment Agencies require updated signature cards to be filed every time there is a change in key personnel. Due to the recent staffing changes, it is necessary to update the Authorized Signature Cards through the City's financial institutions.
Financial Institutions require these updates go through Council approval before any changes are made. Having updated signature cards with the City's financial institutions, safeguards the City's assets and provides evidence that the account signatories are the authorized representatives of the City.
FISCAL IMPACT
There is no fiscal impact with this report.
ATTACHMENTS
1. A Resolution of the City Council of the City of Livingston Approving Signature Authorization for Bank Accounts with F&M Bank
2. A Resolution of the City Council of the City of Livingston Approving Signatories for Investment of Monies in the Local Agency Investment Fund (LAIF).
3. Authorization for Transfer of Funds.
RESOLUTION NO. 2025-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LIVINGSTON APPROVING
SIGNATURE AUTHORIZATION FOR BANK ACCOUNTS WITH
F &MBANK
WHEREAS, the City of Livingston needs to be able to do business in a timely manner with regards to banking transactions with F & M Bank, and;
WHEREAS, in order to be able to do that business the City Council needs to determine who should be authorized to sign on F & M accounts, and;
WHEREAS, F & M Bank is an FDIC insured bank, organized and existing under the laws of the state of California and the federal banking laws where the City of Livingston holds accounts used for City business, and
WHEREAS, the City Council finds it is in the best interest of the citizens of the City of Livingston to specifically outline those city individuals authorized to work with F & M bank accounts,
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LIVINGSTON AS FOLLOWS:
The following are hereby authorized as signatories on City of Livingston's accounts with F & M Bank.
Jose Moran Mayor
Jose A. Ramirez City Manaqer
Parwinder Sinqh Uooal City Treasurer
Harpreet Bains Finance Director/Assistant Citv ManaQer
Any two signatories are required.
Passed and adopted this 1st day of April 2025, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Jose A Moran, Mayor
of the City of Livingston
ATTEST
Monica Cisneros, Deputy City Clerk
APPROVED AS TO LEGAL FORM
Roy C. Santos, City Attorney
RESOLUTION NO. 2025-
RESOLUTION OF CITY OF LIVINGSTON
AGENCY AGENCY
ADDRESS: 1416 C Street, Livingston, CA 95334 PHONE NUMBER: (209) 394-8041
AUTHORIZING INVESTMENT OF MONIES
IN THE LOCAL AGENCY INVESTMENT FUND
WHEREAS, The Local Agency Investment Fund is established in the State Treasury under Government Code section 16429.1 et. seq. for the deposit of money of a local agency for purposes of investment by the State Treasurer; and
WHEREAS, the City Council hereby finds that the deposit and withdrawal of money in the Local Agency Investment Fund in accordance with Government Code section 16429.1 et. seq. for the purpose of investment as provided therein is in the best interests of the City; NOW THEREFORE, BE IT RESOLVED, that the City Council hereby authorizes the deposit and withdrawal of City of Livingston monies in the Local Agency Investment Fund in the State Treasury in accordance with Government Code section 16429.1 et. seq. for the purpose of investment as provided therein.
BE IT FURTHER RESOLVED, as follows:
Section 1. The following City of Livingston officers holding the title(s) specified herein below or their successors in office are each hereby authorized to order the deposit or withdrawal of monies in the Local Agency Investment Fund and may execute and deliver any and all documents necessary or advisable in order to effectuate the purposes of this resolution and the transactions contemplated hereby:
Jose A. Ramirez
(NAME)
City Manager
(TITLE)
(SIGNATURE)
Happy Bains
(NAME)
Finance Director /Assistant City Manager
(TITLE)
(SIGNATURE)
Erica Valencia
(NAME)
Accountant II
(TITLE)
(SIGNATURE)
Section 2. This resolution shall remain in full force and effect until rescinded by City Council by resolution and a copy of the resolution rescinding this resolution is filed with the State Treasurer's Office.
PASSED AND ADOPTED, by the City Council of the City of Livingston, County of Merced of the State of California on April 1, 2025 by the following vote:
AYES:
ABSTAIN:
ABSENT:
ABSTAIN:
Jose Moran., Mayor
Of the City of Livingston
ATTEST
Monica Cisneros, Deputy City Clerk
APPROVED AS TO LEGAL FORM
Roy C. Santos, City Attorney
Effective Date
April 1, 2025
California State Treasurer's Office
Local Agency Investment Fund (LAIF)
Authorization for Transfer of Funds
Agency Name
City of Livingston
LAIF Account#
98-24-463
Agency's LAIF Resolution# ________ or Resolut ion Date __ A_p_r_i1_1_,_2_0_2_s_ ONLY the following individuals whose names appear in the table below are hereby authorized to order the deposit or withdrawal of funds in LAIF. This authorization REPLACES AND SUPERSEDES all prior authorizations on file with LAIF for the transfer of[unds.
Name Title
Jose A. Ramirez City Manager
Happy Bains Finance Director/Assistant City Manager
Erica Valencia Accountant II
Two authorized signatures required. Each of the undersigned certifies that he/she is authorized to execute this form under the agency's resolution, and that the information contained herein is true and correct.
Signature
Jose A. Ramirez
Print Name
Signature
Happy Bains
City Manager Print Name
Tit
Finance Director/Assistant City Manager
le Title
(209) 394-8041 (209) 394-8041
Phone Number
Phone Number
Please provide email address to receive LAIF notifications.
Name Email
Happy Bains [email protected]
Jose A. Ramirez [email protected]
Please email the completed form for review to [email protected] and allow 2 days for a response. DO NOT mail the original form until you receive approval.
Mail the approved form to: CA State Treasurer's Office
Local Agency Investment Fund
P.O. Box 942809
Sacramento, CA 94209-0001
STO-LAIF-4008
Revised 1/2024
Authorization Change Form Instructions:
Step 1: Fill out your agency information in the top section.
Effective Date Agency Name LAIF Account II
Agency's LAIF Resofution II _ ______ or Resolution Date ______ _ Step 2: List all new and existing authorized individuals. Any current authorized people not listed will be removed.
Name Title
Step 3: Have the form signed by two individuals authorized per your LAIF resolution. The two signers will have to be included on the list of new and existing authorized individuals, unless they are signing themselves off the LAIF account.
If the signers are new to the account, they will need to include proof of title. LAIF will accept any one of the following as proof of title:
1. Original Business card
2. Approved/signed board minutes
3. Name and title posted on your agency website (Provide a direct website link)
4. Personnel employment papers (Certified oath of office or certified appointment papers)
5. Agency's certified resolution copy showing name and title.
Step 4: Fill out the bottom section if anyone from your agency would like to receive email notifications from LAIF.
Please provide email address to receive LAIF email notil1cat1ons.
Name
Email
Step 5: Email a copy of the Authorization Change form and the required proof of title if needed to [email protected] for review. Once you receive approval from LAIF staff, please mail the original Authorization Change form with wet signatures and the proof of title listed in Step 3.
AGENDA ITEM:
MEETING DATE:
PREPARED BY:
APPROVED By:
STAFF REPORT
Resolution Authorizing the City Manager to Enter Into a 24 Month Contract with Flock Safety for Six Additional Automated License Plate Readers (ALPR) Not to Exceed $39,400 for the Contract, $21,400 for the First Year and $18,000 for the Second Year April 1, 2025
Frederick Schiff, Chief of Police
Jose A. Ramirez, City Manager
RECOMMENDATION:
Council Adopt Resolution Authorizing the City Manager to enter into a 24 Month Contract with Flock Safety for six Additional Automated License Plate Readers (ALPR) Not to Exceed $39,400 for the Contract, $21,400 for the First Year and $18,000 for the Second Year.
BACKGROUND AND DISCUSSION:
The Livingston Police Department wishes to add to our current use of technology, information, and intelligence gained from the use of automated license plate readers to combat criminal activity, enhance productivity, and improve officer safety. The automated license plate readers also provide traffic mitigation measures that potentially have a significant impact on current traffic issues within the City of Livingston.
The ALPR cameras are installed in fixed locations throughout the city and capture license plates from passing vehicles. Once the license plate is processed by the ALPR camera and sent to the cloud, Livingston Police Officers using the Flock Safety account (or the Department's Dispatch Center), are notified within seconds whenever a license plate is read that is associated Amber
with the following criteria; stolen vehicles, identification of vehicles connected to wanted felons, Alerts, and other predetermined search criteria designated by the Department. This allows investigators to review video/information captured from suspect vehicles which will aid in their
system
investigation. The police department has policies and training in place in order to keep the from being misused by staff.
The cloud-based database is also searchable for certain descriptors if a full license plate is not known. The searchable descriptors include, but are not limited to vehicle make and model, such as "semi-truck", color, and certain unique characteristics that a vehicle may have.
ALPR technology is nothing new to the City of Livingston and the Livingston Police Department.
ALPR
Currently we have 12 ALPR Flock cameras. Flock Safety is the only manufacturer that has cameras that can communicate with our current digital evidence system, Axon - Evidence.com. There is a sole source letter attached to this staff report. {CW l 27453. 1}
FISCAL IMPACT:
Flock only leases ALPR equipment and their pricing for the first year is $21,400 ($3,000 each camera). There is a one-time professional services fee of $650.00 for each of the five cameras and $150.00 for the sixth camera. The total cost for the first year of service is $21,400 and $18,000 in subsequent years on a year-to-year basis.
Authorize the Finance Department to make a supplemental appropriation for $11,400 (Account 1100-102-4440). $10,000 has been already approved in the Fiscal Year 2024/2025 budget.
Future year allocations will be budgeted for in the respective fiscal years for council approval.
ATTACHMENTS:
1. Resolution
2. Sole Source Documents
3. Flock Safety Quote
{CWl27453.l } 2
RESOLUTION NO. 2025-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LIVINGSTON AUTHORIZING THE CITY MANAGER TO ENTER INTO A 24 MONTH CONTRACT WITH FLOCK SAFETY FOR ADDITIONAL AUTOMATED LICENSE PLATE READERS (ALPR) NOT TO EXCEED $39,400 FOR THE CONTRACT, $21,400 FOR THE FIRST YEAR AND
$18,000 FOR THE SECOND YEAR.
WHEREAS, the City of Livingston is a municipal corporation duly organized and existing pursuant to the Constitution and laws of the State of California ("City"); and WHEREAS, the City of Livingston is required to provide public safety and police services to the community; and
WHEREAS, the Livingston Police Department would like to lease six (6) additional Automated License Plate Reader cameras from FLOCK SAFETY not to exceed the amount of $21,400 for the first year to increase public safety efforts within the City and continue to enhance investigative abilities; and
WHEREAS, the Livingston Police Department has been using FLOCK SAFETY Automated License Plate Readers for the past two years. The Livingston Police Department also has a current policy in place for the use of Automated License Plate Readers and the information that is collected.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Livingston as follows;
Section 1: Adopt a resolution of the City Council of the City of Livingston authorizing the City Manager to enter a 24-month contract with FLOCK SAFETY for six additional automated license plate readers (ALPR) not to exceed $39,400 for the contract, $21,400 for the first year and $18,000 for the second year.
Section 2: Adopt a resolution of the City Council of the City of Livingston authorizing the Finance Department to make the necessary budget adjustments and budget appropriation for $11,400 first year.
Section 3: Future year(s) allocation(s) will be budgeted for in the respective fiscal year(s) for council approval.
Ill
Ill
Ill
Ill
Ill
Ill
Ill
Ill
Ill
Ill
Ill
resolution
I hereby certify
duly passed
that the forgoing Resolution No. 2025- is a full, true and correct copy of a meeting
and adopted by the City Council of the city of Livingston at a regular thereof duly held on the 1st day of April, 2025, by the vote recorded as follows:
AYES:
NOES:
ABSTAIN:
ABSENT:
ATTEST
Monica Cisneros, Deputy City Clerk
Of the City of Livingston
APPROVED AS TO LEGAL FORM
Roy C. Santos, City Attorney
By:---------
Jose A. Moran
Mayor of City of Livingston
f t·ock safety
Sole Source Letter for Flock Safety® ALPR Cameras and Solution Flock Safety® is the sole manufacturer, developer, and distributor of the Flock Safety® ALPR Camera. Flock Safety® is also the sole provider of the comprehensive monitoring, processing, and machine vision services which integrate with the Flock Safety® ALPR Camera.
The Flock Safety® ALPR camera and devices are the only Law Enforcement Grade ALPR System to offer the following combination of proprietary features:
1. Vehicle Fingerprint Technology®:
o Patented proprietary machine vision to analyze vehicle license plate, state recognition, and vehicle attributes such as color, type, make and objects (roof rack, bumper stickers, etc.) based on image analytics (not car registration data) o Machine vision to capture and identify characteristics of vehicles with a paper license plate and vehicles with the absence of a license plate o Ability to 'Save Search' based on description of vehicles using our patented Vehicle Fingerprint Technology without the need for a license plate, and set up alerts based on vehicle description
o Only LPR provider with "Visual Search" which can transform digital images from any source into an investigative lead by finding matching vehicles based on the vehicle attributes in the uploaded photo
o Flock Safety Falcon Flex™: an infrastructure-free, location-flexible license plate reader camera that is easy to self install. Flock Safety Falcon Flex™ ties seamlessly into the Flock Safety® ecosystem with a small and lightweight camera with the ability to read up to 30,000 license plates and vehicle attributes on a single battery charge
2. Integrated Cloud-Software & Hardware Platform:
o Ability to capture two (2+) lanes of traffic simultaneously with a single camera from a vertical mass
o Best in class ability to capture and process up to 30,000 vehicles per day with a single camera powered exclusively by solar power
o Wireless deployment of solar powered license plate reading cameras with integrated cellular communication weighing less than 51bs and able to be powered solely by a solar panel of 60W or less
o Web based footage retrieval tool with filtering capabilities such as vehicle color, vehicle type, vehicle manufacturer, partial or full license plate, state of license plate, and object detection
1170 Howell Mill Rd. NW· Suite 210, Atlanta, GA 30318
f i
1 ock safety
o Utilizes motion capture to start and stop recording without the need for a reflective plate
o Motion detection allows for unique cases such as bicycle capture, ATV, motorcycle, etc.
o On device machine processing to limit L TE bandwidth consumption o Cloud storage of footage
o Covert industrial design for minimizing visual pollution
3. Transparency & Ethical Product Design:
o One-of-a-kind "Transparency Portal" public-facing dashboard that details the policies in place by the purchaser, as well as automatically updated metrics from the Flock Safety® system
o Built-in integration with NCMEC to receive AMBER Alerts to find missing children o Privacy controls to enable certain vehicles to "opt-out" of being captured
4. Integrated Audio & Gunshot Detection:
o Natively integrated audio detection capabilities utilizing machine learning to recognize audio signatures typical of crimes in progress (e.g., gunshots)
5. Live Video Integration:
o Ability to apply computer vision to third-party cameras using Flock Safety Wing@ LPR, transforming them to evidence capture devices using the same Vehicle Fingerprint technology offered on the Flock Safety Falcon® ALPR cameras o Flock Safety Wing® Livestream integrates live stream traffic cameras, publicly or privately owned livestream security cameras into one cloud-based situational awareness dashboard to increase response time in mission-critical incidents o Manage various government intelligence including ALPR, livestream cameras, CAD, automatic vehicle location (AVL) on Flock Safety Wing® Suite o Ability to access live and recorded video using Flock Safety Condor™, a subscription video solution which allows officers to remotely view instant replay of downloadable live on-scene video with PTZ controls and 25X optical zoom without the need for additional camera network set-up, installation, or up-keep.
6. Partnerships:
o Flock Safety® is the only LPR provider to officially partner with AXON to be natively and directly integrated into Evidence.com
1170 Howell Mill Rd. NW· Suite 270, Atlanta, GA 30378
f i*ock safety
o Flock Safety® is the only LPR provider to be fully integrated into a dynamic network of AXON"s Fleet 3 mobile ALPR cameras for patrol cars and Flock Safety Fa Icon® cameras
o Access to additional cameras purchased by our HOA and private business partners, means an ever-increasing amount of cameras and data at no additional cost
7. Warranty & Service:
o Lifetime maintenance and support included in subscription price o Flock Safety® is the only fully integrated ALPR one-stop solution from production of the camera to delivery and installation
o Performance monitoring software to predict potential failures, obstructions, tilts, and other critical or minor issues
Thank you,
Garrett Langley CEO, Flock Safety®
1170 Howell Mill Rd. NW· Suite 210, Atlanta, GA 30318
f i'ock safety
Flock Safety + CA - Livingston PD
Flock Group Inc.
1170 Howell Mill Rd, Suite 210
Atlanta, GA 30318
MAIN CONTACT:
Tariq Bright
[email protected]
4088968551
Created Date: 02/24/2025
Expiration Date: 03/26/2025
Quote Number: Q-126789
PO Number:
f i"ock safety
Budgetary Quote
This document is for informational purposes only. Pricing is subject to change.
Bill To: 1446 C St Livingston, California 95334
Billing Company Name: CA - Livingston PD
Billing Contact Name:
Billing Email Address:
Billing Phone:
Hardware and Software Products
Annual recurring amounts over subscription term
Flock Safety LPR Products
Flock Safety LPR, fka Falcon
Professional Services and One Time Purchases
Flock Safety Professional Services
Professional Services - Standard
Implementation Fee
Professional Services - Existing Infrastructure
Implementation Fee
Ship To: 1446 C Street Livingston, California 95334
Subscription Term:
Payment Terms:
24 Months
Net 30
Retention Period: 30 Days
Billing Frequency: Annual Plan - Invoiced at First Camera Validation.
Included 6
$650.00 5
$150.00
Subtotal Year 1:
Annual Recurring Subtotal:
Estimated Tax:
Contract Total:
Included
$3,250.00
$150.00
$21,400.00
$18,000.00
$0.00
$39,400.00
Taxes shown above are provided as an estimate. Actual taxes are the responsibility of the Customer. This is not an invoice - this document is a non-binding proposal for informational purposes only. Pricing is subject to change.
Product and Services Description
FlockOS Features Description
Flock Safety LPR, fka Fa
Law enforcement grade infrastructure-free (solar power+ L TE) license plate recognition camera Icon with Vehide Fingerprint ™ technology (proprietary machine learning software) and real-time alerts for unlimited users.
Professional Services - Standard
One-time Professional Services engagement. lndudes site and safety assessment, camera setup Implementation Fee and testing, and shipping and handling in accordance with the Flock Safety Standard Implementation Service Brief.
Professional Services
One-time Professional Services engagement. Includes site and safety assessment of existing - Existing Infrastructure Implementation Fee vertical infrastructure location, camera setup and testing, and shipping and handling in accordance with the Flock Safety Standard Implementation Service Brief.
AGENDA ITEM:
MEETING DATE:
PREPARED BY:
REVIEWED BY:
STAFF REPORT
Resolution Authorizing the City Manager to Enter into a Contract with Sun Ridge Systems for the Purchase and
Implementation of iRIMS Mobile Interface Application
March 18, 2025
Deanna Soria, Administrative Services Manager
Jose A. Ramirez, City Manager
RECOMMENDATION:
Authorize the City Manager to enter into a contract with Sun Ridge Systems for the purchase and implementation of the iRIMS mobile interface application for the Livingston Police Department at a total initial cost of $14,450.
BACKGROUND AND DISCUSSION:
The Livingston Police Department seeks to enhance its operational capabilities by implementing the iRIMS mobile interface application. The police department currently has RIMS as the CAD/RMS system and the implementation of iRIMS will enhance the department's current capabilities. iRIMS is a mobile application that provides users with secure, real-time access to the department's RIMS (Records Information Management System) CAD/RMS software. The application is compatible with both Android and iOS devices and offers officers in the field immediate access to critical information outside of their vehicles and mobile computers.
The iRIMS application enhances situational awareness and officer safety by allowing officers to view detailed incident information, unit statuses, and locations, as well as conduct person and vehicle history searches. Key features of the iRIMS application include:
1. Dispatch Information: Officers can access real-time information on active and pending incidents, unit routing details, and officer safety records.
2. Mapping: iRIMS provides mapping capabilities, including GPS-enabled routing to incidents and viewing of agency beat sections, fire hydrant locations, and premise information.
3. Person and Vehicle Records: Users can search for individuals by name, ID, or phone number and retrieve vehicle information by license plate number or VIN.
The application displays photos and contact histories associated with records.
4. Security Features: iRIMS includes robust security measures such as SSL encryption, two-factor authentication using NFC devices (e.g., YubiKey), and audit logging to ensure secure acces_s and compliance with FBI CJIS requirements.
Implementing iRIMS will improve the department's efficiency by reducing the reliance on in-vehicle computers and providing officers with immediate access to vital information during field operations. This technology will also enhance public safety by allowing officers to respond more effectively to incidents and improve their situational awareness.
By implementing iRIMS, the Livingston Police Department aims to improve field operations, officer safety, and overall public safety within the community. The mobile interface provides the necessary tools for officers to access and act on critical information when outside their vehicles, thereby increasing their efficiency and effectiveness in the field.
Once this purchase is completed Sun Ridge Systems will add this item to the annual computer support agreement as per their normal course of business.
FISCAL IMPACT:
The total initial cost for the iRIMS application is $14,450, which includes:
• iRIMS Law iOS/Android App Software: $11,000
• Installation (via remote access and phone): $1,800
• Annual Support and Updates (First Year): $1,650
Funding for this purchase will come from the police department's existing technology budget for the 2024/2025 fiscal year (Account 1100-102-4340). Future annual support and update fees of $1,650 will be budgeted accordingly in subsequent years.
ATTACHMENTS:
1. Sun Ridge Systems iRIMS Quotation
2. Resolution
RESOLUTION NO. 2025-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LIVINGSTON AUTHORIZING
THE CITY MANAGER TO ENTER INTO A CONTRACT WITH SUN RIDGE SYSTEMS FOR
THE PURCHASE AND IMPLEMENTATION OF THE IRIMS MOBILE INTERFACE
APPLICATION FOR THE LIVINGSTON POLICE DEPARTMENT AT A TOTAL INITIAL COST OF $14,450
WHEREAS, the Livingston Police Department seeks to enhance its operational capabilities by implementing the iRIMS mobile interface application; and WHEREAS, the iRIMS mobile interface application provides users with secure, real-time access to the department's RIMS (Records Information Management System) CAD/RMS software, compatible with both Android and iOS devices; and WHEREAS, the iRIMS application enhances situational awareness and officer safety by allowing officers to view detailed incident information, unit statuses, and locations, as well as conduct person and vehicle history searches; and
WHEREAS, the key features of the iRIMS application include real-time dispatch information, mapping capabilities, person and vehicle records search, and robust security measures such as SSL encryption and two-factor authentication; and
WHEREAS, implementing iRIMS will improve the department's efficiency by reducing reliance on in-vehicle computers and providing officers with immediate access to vital information during field operations, thereby enhancing public safety; and
WHEREAS, the total initial cost for the iRIMS application is $14,450, which includes the iRIMS Law iOS/Android App Software, installation, and the first year of annual support and updates; and
WHEREAS, funding for this purchase will come from the police department's existing technology budget for the 2024/2025 fiscal year (Account 1100-102-4340), with future annual support and update fees budgeted accordingly in subsequent years; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Livingston as follows:
1. The City Manager is hereby authorized to enter into a contract with Sun Ridge Systems for the purchase and implementation of the iRIMS mobile interface application for the Livingston Police Department at a total initial cost of $14,450.
2. The City Manager is authorized to take all necessary actions to implement the iRIMS mobile interface application, including the execution of any related documents.
3. Once this purchase is completed Sun Ridge Systems will add this item to the annual computer support agreement as per their normal course of business.
I hereby certify that the foregoing Resolution No. 2025- is a full, true and correct copy of a resolution duly passed and adopted by the City Council of the City of Livingston at a regular meeting thereof duly held on the 18th day of March 2025, by the vote recorded as follows:
AYES:
NOES:
ABSTAIN:
ABSENT:
Jose Moran, Mayor
of the City of Livingston
ATTEST:
Monica Cisneros, Assistant to the City Manager/Deputy City Clerk of the City of Livingston
APPROVED AS TO LEGAL FORM
Roy C. Santos, City Attorney
To:
From:
Subject:
Date:
R I M S
SLJn Ridge Systems, Inc.
Deanna Soria, Livingston Police Department
Tamera Melrose
Quotation for RIMS Software
January 7, 2025
The following is a quotation for RIMS software based upon your recent request.
Item
iRIMS Law iOS/Android App Software
Installation Completed via Remote Access and Phone
Annual Support and Updates - First Year
TOTAL
Price
$11,000
$1,800
$1,650
$14,450
iRIMS: This software runs on the Apple iPhone and iPad plus, Android phones and tablet computers. iRIMS is not a substitute for Mobile RIMS nor is it "RIMS" running on an iPhone or iPad device. iRIMS is an iOS/Android software App with a rapidly expanding portfolio of RIMS functionality.
We recommend a VPN connection for the connection of mobile devices because this is the most secure connection methodology, although other less secure options are also available.
If you plan to purchase via purchase order, Sun Ridge Systems may require you to make some minor modifications to the purchase order's Standard Terms and Conditions. Specifically, sections related to Warranty and Indemnification may require modification. Examples of these modifications can be provided upon request.
This quotation is valid for 90 days and may change thereafter. If you have any questions, please call me at 800-474-2565. Thank you for your continued interest in RIMS.
By signing and accepting this quote, I agree that I have signature authority on behalf of my department and/or organization and this signature will be an electronic representation of my signature for all purposes when I use them on documents, including legally binding contracts - just the same as a wet ink signature on paper.
Authorized by: Name and Title Date:
AGENDA ITEM:
MEETING DATE:
PREPARED BY:
REVIEWED BY:
STAFF REPORT
Resolution Approving the revised Job Description for the Public Works Superintendent position, Amending the Comprehensive Pay Schedule to Approve the Revised Salary Range for the Position, and Other Actions Necessary to Effectuate the Change
March 18, 2025
Arcelia Cruz, Human Resources Coordinator
Anthony Chavarria, Public Works Director
RECOMMENDATION:
Staff recommends the City Council adopt the resolution approving the revised job description for the Public Works Superintendent position, amending the Comprehensive Pay Schedule to approve the revised salary range for the position, and other actions necessary to effectuate the change.
BACKGROUND AND DISCUSSION:
The City of Livingston approved an agreement with Ewing Consulting, Inc. on November 17, 2017, to prepare a Classification and Compensation Studies. At that time the Public Works Superintendent classification was not on the list of the classifications reviewed.
The current job description for the Public Works Superintendent is outdated and given that the employment
current incumbent who holds this position tender his resignation with the city and his last date of is March 7, 2025. This is an opportunity for Staff to review and update the job Management
description and compensation plan. Staff met with the OE-3 Business Representative and the and Confidential Employee Union Representative for the meet and confer process and have come to an agreement on the proposed job description revisions and salary range for the Public Works Superintendent.
Works
For staff to implement a successful recruitment strategy it is necessary to update the Public Superintendent job description to reflect on the current job duties and responsibilities in addition to updating the current salary range to ensure we're competitive with market trends and can lead to an effective recruitment.
was
An analysis of the job duties performed by the incumbent was performed, and a salary survey conducted to ensure that the salary range reflected the actual responsibilities performed.
Current salary range for the Public Works Superintendent:
CLASSIFICATION Type A B C D E
Hourly 31.52 33.10 34.75 36.49 38.32
Public Works Superintendent Monthly 5,463.98 5,737.18 6,024.04 6,325.25 6,641.51 Annually 65,567.82 68,846.21 72,288.52 75,902.94 79,698.09 The proposed salary range for the new position is shown below:
'
CLASSIFICA 110N Type A B C D E
Hourly 39.16 41.12 43.18 45.34 47.60
1 Public Works Superintendent Monthly 6,788.36 7,127.78 7,484.17 7,858.38 8,251.29 Annually 81,460.32 85,533.34 89,810.00 94,300.50 99,015.53 This will result in a total net increase of $28,424.93 at the top step for the position on an annual basis for this position.
Approving
Works
this action will help with a successful recruitment strategy that will enable the Public mov
Department to fill the open vacancy with a qualified candidate which will be essential in ing the Public Works Department forward.
FISCAL IMPACT:
Allow finance to make appropriate budget appropriations for the remainder of this fiscal year.
The full year's cost will be included in the FY 25/26 Budget.
ATTACHMENTS:
1. Resolution
2. Job Description - Public Works Superintendent Exhibit "A"
3. Revised Comprehensive Pay Schedule adding new salary range for Public Works Superintendent. Exhibit "B"
4. Salary Survey Exhibit "C"
RESOLUTION NO. 2025-
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LIVINGSTON APPROVING THE
REVISED JOB DESCRIPTION FOR THE PUBLIC WORKS SUPERINTENDENT POSITION,
AMENDING THE COMPREHENSIVE PAY SCHEDULE TO APPROVE THE REVISED
SALARY RANGE FOR THE POSITION, AND OTHER ACTIONS NECESSARY TO
EFFECTUATE THE CHANGE
WHEREAS, the City of Livingston organizes and deploys employee resources in accordance with work demands and categorizes the resulting work assignments in a manner consistent with a job classification system; and
WHEREAS, the current Public Works Superintendent job description is outdated and given the current incumbent who holds this position tender his resignation with the city and his last day of employment is March 7, 2025
WHEREAS, this is an opportunity for staff to review and update the job description and compensation plan for the Public Works Superintendent classification in order to execute a successful recruitment strategy
WHEREAS, a revised job description and salary range has been proposed after reviewing the incumbent’s job responsibilities and requirements to perform the job; and WHEREAS, the City Council finds and determines that it desires to establish the Public Works Superintendent position with a monthly salary range of $6,788.36 to $8,251.29; and WHEREAS, Staff has met and conferred with the Management and Confidential Employees Association regarding the proposed job description and actions necessary to effectuate this change.
WHEREAS, Staff recommends adopting the revised Public Works Superintendent job description and salary range.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Livingston as follows:
Section 1. The above recitals are true and correct findings of the Livingston City Council.
Section 2. Approval of the revised job description for the Public Works Superintendent position. Exhibit “A”
Section 3. Approval of the Comprehensive Pay Schedule and updating the salary range for the Public Works Superintendent with a monthly salary range of $6,788.36 to $8,251.29.
Exhibit “B”
Sections 4. Authorizing the Finance Department to make the necessary adjustments/appropriations in the current FY 2024/25 budget. The full year’s cost will be included in the FY 2025/26 budget.
Section 4. This Resolution will become effective immediately.
I hereby certify that the foregoing Resolution No. 2025-___ is a full, true and correct copy of a resolution duly passed and adopted by the City Council of the City of Livingston at a regular meeting thereof duly held on the 18th day of March 2025, by the vote recorded as follows:
AYES:
NOES:
ABSTAIN:
ABSENT:
___________________________
Jose Moran, Mayor
of the City of Livingston
ATTEST:
___________________________
Monica Cisneros, Deputy City Clerk
of the City of Livingston
APPROVED AS TO LEGAL FORM
___________________________________
Roy C. Santos, City Attorney
Exhibit" A" Job Description
Title: Public Works Superintendent FLSA Status: Exempt Created:
Supervisor: Public Works Director Supervises: All Public Works Revised: 1/24/2025 Employees
Job Family: Public Works Bargaining Unit: Mid- Approved:
Management.
JOB SUMMARY:
Under the direction of the Public Works Director, perform supervisory, administrative, and professional work in planning, organizing, directing, and managing the Public Works Department.
ESSENTIAL DUTIES AND RESPONSIBILITIES:
• Manage the Public Works Department by planning, organizing, and directing Public Works employees in their performance of tasks related to construction, operation, repair, and/or maintenance of City roads and related infrastructures and water, parks, landscape areas, and storm drainage facilities and systems, as well as all City owned facilities.
• Plan, organize, coordinate, and evaluate Public Works programs, plans, services, and staffing. • Collaborate with other departments on coordinating special events or other activities as necessary. • Oversee the work orders process and ensure they are executed in a timely manner and completed to a high standard.
•
within
Respond to and resolve a wide variety of complaints from the general public relevant to critical problems the jurisdiction of the department.
• Supervise the review of private project development plans for compliance with codes, regulations, and standards as well as the adequacy of applications for permits in compliance with approved plans. • Apprise the Public Works Director of pertinent personnel issues and/or compliance, regulatory community engagement concerns.
• Oversee the preparation of engineering plans and specifications, bidding, competency of contractors and vendors, and the selection criteria for public contracts. • Monitor project management for the construction of municipal public works projects and other assigned projects; ensure contractor compliance with time and budget parameters. • Maintain regular contact with consulting engineers, construction project engineers, professional and technical groups, and city, county, state, and federal agencies regarding Public Works activities and services as well as other inter-governmental actions affecting the Public Works Department. • Evaluate public works needs and formulate short-and long-range plans to meet the needs of each area, which includes City roads and related infrastructures and water, parks, and storm drainage facilities and systems. • Participate in the development and administration of the assigned divisions annual budget. •
meeting
Represent the Department at various meetings related to Public Works and attend public hearings and council s as needed.
• Meets with staff to identify and resolve potential issues and works with employees to correct deficiencies. • prepares performance reviews for assigned personnel.
• Provides or coordinates staff safety training.
• Implements discipline and termination procedures as required. • Assists with the preparation of staff reports and resolutions.
Public Works Superintendent Page 1 of3
• Assist in the development and implementation of maintenance and repair projects; estimate labor, material and equipment requirements for projects; monitor, assess and modify activities in response to project progress.
OTHER DUTIES:
• Perform related duties as assigned.
QUALIFICATIONS:
To perform this job successfully, an individual must be able to perform each essential duty satisfactorily. The requirements listed below are representative of the knowledge, skill and/or ability required. The work environment characteristics and physical demands described here are representative of those an employee encounters while performing the essential functions of this job. Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions.
Knowledge of:
• Pertinent local, County, State and Federal rules, regulations, and laws. • Uniform building codes, electric codes, plumbing codes, and mechanical codes. • Electrical, carpentry, cement, and plumbing/mechanical work. • Methods and procedures used in maintenance, construction, and repair activities. • Safety procedures in performing Public Works duties.
• City policies, laws, and regulations affecting Public Works activities. • Principles of supervision, training, and program administration. • Principle and practices of municipal budget development, administration, and expenditure control. • Principles and techniques of developing and implementing project-level work plans and budgets. • Principles and practices of business correspondence and report writing. • Principles and practices of leadership, motivation, team building, and conflict resolution. • Principles and practices of supervision, training, and employee evaluation.
Ability to:
• Plan, organize, and supervise the activities of a department and its employees. • Exercise sound judgment and resourcefulness in the review, analysis, and resolution of problems. • Prepare clear, concise, and accurate reports and technical reports. • Establish and maintain effective working relations with City staff, outside organizations, and the public. • Communicate effectively both orally and in writing.
• Organize, direct and oversee a variety of services, projects and programs. • Select, supervise, train and evaluate personnel.
• Interpret and explain department policy and procedures. • Assist with preparation of department budget
• Analyze problems, identify alternative solutions, project consequences of proposed actions, and implement recommendations in support of goals.
• Use a computer and appropriate software in performing public works administrative tasks. • Establish and maintain cooperative working relationships.
Education and Experience:
Any combination of experience and training that would likely provide the required knowledge and abilities is qualifying. A typical way to obtain the knowledge and abilities is:
• High School diploma or equivalent GED.
• Five years of full-time experience in general maintenance, and two or more years of supervisory experience.
Public Works Superintendent Page 2 of3
Licenses, Certifications and other Requirements:
• Valid California Class C driver's license.
• Commercial driver's license A or B is desired.
• QAL/QAC within 18 months of appointment.
WORKING CONDITIONS:
Work Environment:
• Indoor/outdoor work environment.
• Driving a vehicle to conduct work.
Physical Demands:
• Hearing and speaking to exchange information.
• Dexterity of hands and fingers to operate a computer keyboard. • Sitting for extended periods of time.
• Using hands to finger, handle, feel or operate objects, tools, or controls and reach with hands and arms. • Walking, sitting, climbing or balancing, stooping, kneeling, crouching or crawling, and smelling. • Lifting and/or moving up to 25 pounds and occasionally lift and/or move up to 100 pounds. • Seeing required by this job include close vision, distance vision, color vision, peripheral vision, depth perception, and the ability to adjust focus.
• Walking to inspect projects.
The information contained in this job description is for compliance with the Americans with Disabilities Act (A.D.A.) and is not an exhaustive list of the duties performed.
Public Works Superintendent Page 3 of3
Exhlblt"B"
Approved by Council on 11/19/2024
Updated/Approved by Council on 2/412025
CLASSIFICATION
Account Clerk
Accountant I
Accountant II
Accounting Technician
Administrative Analyst
Administrative Analyst PW
Adminislra1ive Assistant
Administrative Services Manager
Assistant Planner
Assistant lo the City Manager/Deputy City Clerk
Building Official
Chief of Police
City Clerk
City council
City Manager
City Treasurer
Code Compliance Officer
Community Development Director
Communications/Records Manager
Community Service Officer
Custodian I
Custodian II
COMPREHENSIVE PAY SCHEDULE
Effective July 1, 2024
Bargaining Group Teno A B
Hourly 18.25 19.16
Clorical Monthly 3,163.34 3,321.50
Annually 37,960.06 39,858.06
Hourly 29.37 30.64
Mgmt./Confidontlal Monthly 5,090.49 5.345,02
Annually 61,085.94 64,140.24
Hourly 33.99 35.69
Mgmt./Confidontiat Monthly 5,892.36 6.187.00
Annual/-/ 70,708.55 74,243.98
Hourly 21.69 22.77
Clerical Monthly 3,759.05 3,947.00
Annually 45,106.56 47,363.99
Hourly 25.77 27.06
Clerical Monlhly 4,467.24 4,690.60
Annually 53,606.87 56,267.22
Hourty 25.77 27.06
Clerical Monthly 4,467.24 4,690.60
Annually 53,606.87 56,287.22
Hourly 22.23 23.34
Cforical Monthly 3,853.17 4,045.82
Annually 46,237.99 48,549.89
Hourly 31,36 32.93
M9mt./Confidentlal Monthly 5,436 34 5,708.16
Annually 65,236.09 68,497.89
Hourty 24.05 25.25
Unrnprosented Monthly 4,168.75 4,377.19
Annually 50,025.00 52,526.25
Mgmt./Confldentlal Hourty 44.20 46.41
Monthly 7,661.33 8,044.40
Annually 91,936.00 96,532.80
Hourly 20.56 21.59
Unrnprosented Mon/h/y 3,564.48 3,742.70
Annually 42,773 76 44,912.45
Hourty 64.53 67.76
Unrepresented Monthly 11,185.69 11,745.18
Annually 134,230.66 140,942.21
Hourly
Elected Monthly 100.00
Annually
Hourty
Elected Monthly 300.00
Annually
Hourty 72.30 76.10
Unrepresented Monlhly 12,531.18 t 13,190.11 I
Annually 150,374.14 158,268.5
Hourly
Elected Monthly 60.00
Annually
Hourly 25.91 27.20
LPOA Monthly 4,490A7 4,714,99
Annually 53,885.64 56,579.93
Hourly 54.49 57.21
Mgmt./Confidential Mon/1!/y 9,444.56 9,916.81
Annually 113,334.95 119,001.70
Hourty 27.04 28.39
M9mt./Confidential Monthly 4,686,18 4,920.49
Annually 56,234.15 59,045.86
Hourty 19.57 20.55
Unroprnsenled Monthly 3,392.92 3,562.57
Annually 40,715.04 42,750.79
Hourly 16 64 17.47
AFSCME/Publfo Works Monthly 2,684.27 3,028.48
Annually 34,611.20 36,341.76
Hourly 19.09 20,04
AFSCME/Public Works Monlhly 3,308.56 3,473.98
Annually 39,702.67 41,687.80
Hourty 52.79 55.43
C D E F
20.12 21.13 22.18 23.29
3.487.58 3,661.96 3,845.06 4,037.31
41.850.96 43,943.51 46,140.69 48,447.72
32.36 34.00 35.70
5,612.27 5,892.68 6,187.53
67.347.25 70,714.61 74,250.34
37.48 39.35 41.32
6,496.35 6,821.17 7,162.22
77,956.17 81,853.96 65,946.68
23.91 25.11 26.36 27.68
4,144.35 4,351.57 4,569.14 4,797.60
49,732.18 52,218,79 54,829.73 57,571.22
28.41 29.63 31.33 32.89
4,925.13 5,171.39 5,429.96 5,701.46
59,101.56 62,056.65 65,159.49 68,417.46
28.41 29.83 31.33 32.89
4,925.13 5,171.39 5,429.96 5,701.46
59,101.58 62,056.65 65,159.49 68,417.46
24.51 25.73 27.02 28.37
4,248.12 4,460.52 4,683.55 4,917.72
50,977.39 53,526.26 56,202.57 59,012.70
34.58 36.31 38.12
5,993.57 6,293.24 6,607.91
71,922.79 75,518.93 79,294.88
26.52 27.84 29.23
4,596.05 4,825.85 5,067.14
55,152.56 57,910.19 60,805.70
46.73 51.17 53.73
8,446.62 6,866.95 9,312.40
101,359.44 106,427.41 111,748.78
22.67 23.81 25.00
3,929.84 4,126.33 4,332.65
47,158.07 49,515.97 51,991.77
71.15 74.71 78.44
12,332.44 12,949.07 13,596.52
147,989.32 155,368.79 163,156.23
80.11 84.32
13,864.96 14,615.
28.56 29.99 31.49
4,950.74 5,196.28 5,458.19
59,408.92 62,379.37 65,49B.34
60.07 63.08 66.23
10,412.65 10,933.28 11,479.95
124,951.78 131,199.37 137,759.34
29.81 31.30 32.86
5,166.51 5,424.64 5,696.08
61,998.15 65,098.06 68,352.96
21.58 22.66 23,79
3,740.69 3,927.73 4,124.12
44,868.33 47,132.75 49,489.39
18.35 19.26 20.23
3,179.90 3,336.90 3,505.84
36,158.65 40,066.79 42,070.13
21.04 22.10 23.20
3,647,68 3,830.07 4,021.57
43,772.19 45,960.60 48,256.84
58.20 61.11 64.16
Director of Public Works Unrepresented Monthly 9,149.87 9,607.37 10,087.74 10,592.12 11,121.73 Annually 109,798 48 115,288.40 121,052.82 127,105.46 133,460.73 Hourly 28.07 29.48 30.95 32.50
Executive Assistant to the City Manager Mgmt./ConfidenUal
34.12 Monlhly 4,866.22 5,109.53 5,365.01 5,633.26 5,914.92 Annually 58,394 63 61,314.36 64,380.08 67,599.09 70,979.04 Hourly 59.72 62.70 65.84 69.13
Finance Director/Assistant City Manager
72.59 Unrepresented Monthly 10,350 83 10,868.37 11,411.79 11,982.38 12,581.50 Annually 124,209.96 130,420.46 136,941.48 143,788.56 150,977.99 Human Resources Coordinator Mgmt./Confidential
Hourly 33.21 34.88 36.62 38.45 40.37
Monfh/y 5,757.19 6,045.04 6,347.30 6,664.66 6,997.89
Annually 69,086.22 72,540 53 76,167.56 79,975,94 83,974.73 Lead Maintenance Worker
Hourly 26.32 27.64 29.02 30.47 31,99
AFSCMEIPublic Works Monthly 4,562.27 4,790.38 5,029.90 5,281.39 5,545.46 Annually 54,74719 57,484.55 60,358.78 63,376.72 66,545.55 Hourly 26.32 27.64 29.02
Lead Parks/landscape Worker AFSCME/Publlc
30.47 31.99
Works Monthly 4,562.27 4,790.38 5,029.90 5,281.39 5,545.46 Annually 54,747.19 57,484.55 60,358.78 63,376.72 66,545.55 Hourly 25.10 26.36 27.68
Maintenance Mechanic AFSCME/Public
29.06 30.51
Works Monthly 4,351.41 4,568,98 4,797.43 5,037.31 5,289.17 Annually 52,216.97 54,827.81 57,569.20 60,447.66 63,470.05 Hourly 20.11 21-11 22.17 23.28
Maintenance Worker I AFSCMEIPublic Worlrn
24.44 Monthly 3,485.45 3,659.72 3,842.71 4,034.84 4,236.59 Annually 41.825 39 43,916.66 46,112.50 48.418.12 50,839.03 Maintenance Worker !I AFSCME/Pub!ic
Hourly 23.28 24.45 25.67 26.95 28.30
Works Monthly 4,035.53 4,237.31 4,449 17 4,671.63 4,905.21 Annually 48,426.37 50,847,69 53,39007 56,059.58 58,862.55 Hourly 16.64 17.47 18.35 19.26 20.23 21.24
Office Assis!ant I Clerical Monthly 2,884.27 3,028.48 3,179.90 3,338.90 3,505.84 3,681.14 Annu11l/y 34,61120 36,341.76 38,158.85 40,066.79 42,070.13 44,173.64 Hourly 62 27 65.38 68.65 72.08 75.68
Police Lieutenant Supervisory Monthly 10,792.73 11,332.37 11,898,99 12,493.94 13,118.63 Annually 129,512.80 135,988.44 142,787.86 149,927.26 157,423.62 Hourly 38,04 39.94 41.94 44.04 46.24
Police Commander Supervisory Monthly 6,593.93 6,923.63 7,269.81 7,633.30 8,014,97 Annually 79,127.21 83,083.58 87,237.75 91,599.64 96,179.62 Hourly 36.13 37.94 39,84 41.83 43,92
Police Corporal LPOA Monthly 6.263.38 6,576.55 6,905.38 7,250.65 7,613.18 Annu11l/y 75,160.59 76,918.62 82,664.55 87,007.77 91,358.16 Hourly 37.96 39 86 41.85 43.95 46.14
Police Corporal w/Degree LPOA Monthly 6,580.22 6,90923 7,254.69 7,617.43 7,998.30 Annually 78,962 65 82,910.78 87,056.32 91,409.13 95,979.59 Hourly 21 05 22.10 23.21 24.37 25.58
Police Dispa!cher LPOA Monthly 3,648.30 3,830.72 4,02225 4,223.36 4,434.53 Annually 43,779.61 45,968.59 48,267.02 50,680.37 53,214.39 Hourly 18.80 19.74 20.73 21.77 22.86
Police Office Assis!ant II LPOA Monthly 3,259.24 3,422.20 3,593.31 3,772.98 3,961.63 Annually 39,110.90 41,066.45 43,119.77 45,275.76 47,539.55 Hourly 28.31 29.73 31.21 32.78 34.41
Police Officer LPOA Monlhly 4,907 50 5,152.88 5,410.52 5,681.05 5,965.10 Annually 58,890.00 61,834.50 64,926.23 68,172.54 71,581.17 Hourly 29.74 31.23 32.79 34.43 36.15
Police Officer w/Degree LPOA Monthly 5,155.61 5,413.39 5,684.06 5,968.27 6,266.68 Annually 61,867 35 64,960.72 68,208 76 71,619.19 75,200.15 Hou,ty 18 62 19.55 20,53 21.56 22.64
Police Public Assistant LPOA Monthly 3,227.79 3,389,18 3,558.64 3,736.57 3,923.40 Annually 38.733 49 40,670.17 42,703.67 44,838-86 47,080.80 Hourly 17.16 18.02 18 92 19.86 20.86
Police Records Assis!ant LPOA Mon/hly 2,974.40 3,123.12 3,279.28 3,443.24 3,615.40 Annually 35,692 80 37,477.44 39,351.31 41,318.88 43,384.82 Hourly 46 44 48.76 51.20 53.76 56.45
Police Sergeant Supervisory Monthly 8,049.38 8,451.85 8,874.44 9,318.16 9,784.07 Annually 96,592.52 101,422.15 106,49325 111,817.92 117,408.81 Hourly 48.79 51.23 53.79 56.48 59.30
F;>olice Sergeant w/Degrea Supervisory Monthly 8.456.22 8,879.03 9,322.98 9,789.13 10,278.59 Annually 101,474 65 106,548.38 111,875.80 117,469.59 123,343.07 Hourly 21.05 22.10 23.21 24.37 25.58
Public Services Officer LPOA Monthly 3,648.30 3,830.72 4,022.25 4,223.36 4,434.53 Annually 43,77961 45,968.59 48,267.02 50,680.37 53,214.39 Hourly 26.38 27 70 29.08 30.53 32.06
Public Works Leild AFSCME/Publle Works Monthly 4,571.88 4,800.48 5,040.50 5,292.53 5,557.15 Annually 54,862.59 57,605.72 60,486.00 63,510.30 66,685.82 Hourly 29.37 30.84 32.38 34.00 35.70
Pubic Works Street Supervisor Mgmt./Confidcntial Monthly 5,091.23 5,3 5.80 5,613.09 5,893.74 6 ,188.43 Annually 61,094 80 64,149.54 67,357.02 7 ,72 .87 7 ,261 . 2 Hourly -= aa rn ai 75
Public Works Superintendent - a
Mgmt./Confidential Monthly -----6-463-88 ~ ~ ~
Annually ~ --68,&4~
Hourly 39.16 41.12 3.18
Public Works Superintendent
.34 7.
Mgmt./Confidcntlal Monthly 6,788.36 7,127.78 7, .17 7, 8.38 8, 1.29 Annually 81,460.32 85,533.3 8 , 10. 0 94,3 .50 9 ,01 .53 Public Works Supervisor Water Div1
Hourly 30 75 32.29 33.90 35.60 37.38
s1on Mgmt./Confidcntial Monthly 5,329.89 5,596.38 5,876 20 6, 70.01 6, 78.51 Annually 63,958.62 67.156.55 70,514.38 74,040.10 77,7 2.11 Recreation Coordinator
Hourly 16.71 17.54 18. 2 9. 20.31
Clerical Monthly 2,895.64 3,040.42 3,192.44 3,352.06 3,519.67 Annually 34,747.67 36,485.05 38,309 31 40,224.77 42,236.01 Recreation Specialist
Hourly 18.24 19.16 20.11 21.12 22.17
Clerical Monthly 3,162.19 3,320.30 3,486.31 3,660.63 3,843.66 Annually 37.946 28 39,843.60 41,835.78 43.927.57 46. 123.94 Recreation Superintendent Mgmt/Confidential
Hourly 25.33 26.60 27.92 29.32 30,79
ont Jy ,3 .31 4,6 .82 4,840 31 5, 2.33 5,336.45
Annually 52,683.70 55,317.88 58,083.78 60,987.97 64,037.37 Hourly 21.16 22.22
Senior Account Cler1<
23.33 24. 25.72
Clerical onfhly 3, 8.37 3,851.79 4,044.38 4,246.60 4, 58. 3 Annua 4 ,020. 6,221. 6 48,532.5 50, 5 .16 53,507.12
Senior Accountant Mgmt./Confidantial
Hourly 46.99 4 . 51.80 54.39 57.11
Monthly 8,144.61 8,551.84 8,979 43 9,428. 0 9,899.82
Annually 97,735 32 102,622.09 107,753. 9 113,140.85 118,797.89 Senior Administrative Analyst
Hourly 28.45 29.88 31.37 32.94 34.59
Clerical Monthly ,932.10 5,178.70 5,437.64 5,709.52 5,9 5.00 Annually 59,185.18 62,144.44 65,25166 68,514.25 71,939.96 Hourly 30.01 31.51 33.09 34.74
Senior Administrative AnalysVComm
36.48 . Develop. Clerical Monthly 5,201.83 5,461.92 5,735.02 6,021.77 6,322.86 Annually 62,421.98 65,543.08 68,820.23 72,261.24 75,874.31 Hourly 16.64 17.47 18.35 19.26
Senior Office Assistant
20.23 Clerical Monthly 2.884 27 3,028.48 3,179.90 3,338.90 3,505.84 Annually 34,611 20 36,341.76 38, 158,85 40,066.79 42,070.13 Senior Planner Mgmt./Confidential
Hourly 35.95 37.75 39.63 41.61 43.70
Monthly 6,231.08 6,54 .63 6,869.76 7,213.25 7.573,92
Annually 74,772 95 78,511.60 82 ◄37 18 86,559.03 ,8 .99 Street Sweeper Operator AFSCME/Public
Hourly 21.64 22.72 23 85 25.05 26.30
Works Monthly 3,750 24 3,937.75 , 134.64 ,341.37 4,558.44 Annually 5,002.87 7,253.01 9,615.66 52. .45 54,701.27
Utility Worl<er
ourly 22.74 23.87 25.07 26.32 27.64
I AFSCME/Public Works Monthly 3.941.16 .138.22 .345. 3 ,562.39 ,7 .51 Annually 7,293.92 9,658.62 52,141.55 54,748.63 57,486.
Utility Wor1<er
Hourly 2510 26.36 27.68 29. 30, 1
II AFSCME/Publlc Works onfhl 4,351. 1 4. 8.98 4,797 3 5,037.31 5,289.17 Annually 52,216.97 54,827.81 57,569.20 60,447.66 63,470.05 Water/Wastewater Operator I AFSCME/Publlc Work
Hourly 30.52 32.05 3365 35.33 37.10
s Monthly 5,290.11 5,554.62 5,832.35 6,123.96 6,430.16
Annually 63,481.32 66,655.39 69,988.15 73,487.56 77,161.94 Water/Wastewater Operator II AFSCME/Public Work
Hourly 34.60 36.33 38.15 40.06 42.
s Monthly 5,998.11 6,296.02 6 ,612.92 6,943.56 7,290.74 Annually 71,977.32 75,576.18 79,354.99 83,322.74 87,488.88 Waler/Wastewate
Hourly 38.75 40.69 42.72 44.86 47.10
r Operator Ill AFSCME/Publlc Works Monthly 6,716.34 7,052 15 7,404 76 7,775.00 8,163.75 Annually 80,596.05 84,625.85 88,857.14 93,300.00 97,965.00 Waler/Wastewater Manager Mgmt./Confidcnti.1I
Hourly 40.95 42.99 45.14 47.40 49.77
Monthly 7.097 50 7,452.37 7,824.99 8,216.24 8,627.05
Annually 85,169.95 89,428.45 93,899.87 98,594.86 103,524.60 ra s' k> alPha efo 1 .,, ., Ope to
Water/Wastewater Operator OIT (in training)
1/y
• Degree
multiple
includes: AA. BA. lntennediate or Advanced Post Certificates. No compounding for degrees or certijicates as stated in the MOU's.
Recreation
Classijication of Office Assistant I, Office Assistant II. Administrative Assistant. Recreation Specialist.
Coordinator. Administrative Analyst and Sr. Administrative Analyst positions are not specific to one department. Their positions can be used in any of the City's various departments and/or may be used by multiple departments as determined by the City Manager.
21.32 3,695.65
44,347.81
23.28 4,035.85
48,430.14
27.01 4,681.87
56,182. 8
36.32 6,294.75
75,536.96
38.30 6,639.00
79,668.02
21.24 3,681.14
44,173.64
38
Positions are filled on a full•time or part-time basis as determined by the City Manager.
PART-TIME COMPREHENSIVE PAY SCHEDULE
CLASSIFICATION STEP
Administrative Analyst
Administrative Assistant
Building Maintenance Worker
Grants Analyst
Lifeguard
Maintenance Worker I
Office Assistant I
Office Assistant U
Police Disoatcher
Police Records Assistant
Recreation Leader
Recreation Specialist
Reserve Police Officer
Sr. Administrative Analyst
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16.72 17.55 18.43
16.50 17.33 18.19
26.00 27.30 28.67
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16.50 17.33 18.19
16.50 17.33 18.19
16.50 17.33 18.19
17.05 17.90 18,79
16.50 17.33 18,19
16.50 17.33 18.19
16.50 17.33 18.19
25.75 27.04 28.39
21.40 22.47 23,60
D E
22.44 23.56
19.35 20.32
19.10 20.06
30.10 31.60
19.29 20.26
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19.10 20.06
19.10 20.06
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AGENDA ITEM:
MEETING DATE:
PREPARED BY:
REVIEWED BY:
STAFF REPORT
Adopt a Resolution (1) Approving an Agreement with Garland/DBS, Inc. for Comprehensive Roofing Materials and Support Services for the Historic Museum Roofing Project in the Amount Not to Exceed $115,483, (2) Authorizing the City Manager to Execute all Required Documents April 1, 2025
Anthony Chavarria, Director of Public Works
Jose Antonio Ramirez, City Manager
RECOMMENDATION:
Staff recommends that the City Council adopt a Resolution (1) approving an agreement with Garland/DBS, Inc. for comprehensive roofing materials and support services for the Historic Museum Roofing Project in the amount not to exceed $115,483, (2) authorizing the City Manager to execute all required documents.
BACKGROUND:
The roof on the Livingston Historic Museum has been in place for over 35 years, exceeding the typical lifespan of the roofing materials. During this period of time, the facility has experienced leaks, which raised concerns about the integrity of the building and the safety of the staff.
On December 5, 2024, Garland/DBS, Inc. conducted a roof assessment of the CDC to evaluate the existing roof conditions and provide recommendations. Garland/ DBS, Inc. recommended the roof to be Warranted
replaced to ensure maximum efficiency with a 50-Year Warranted Shingle Roof and a 30-Year Low Slope Roof System.
Frequent repair to the roof can be costly, both in terms of financial resources and time. Investing in a new roof could reduce ongoing maintenance expenses and prevent further damage that might require extensive repairs.
On March 17, 2020, Council approved the interlocal contract for cooperative purchasing with OMNIA Partners for the purchase of goods and services in accordance with applicable Federal, State and Local rules, regulations, and ordinances. OMNIA Partners is the largest cooperative purchasing organization for public sector procurements. OMNIA Partners holds a cooperative contract with Garland/DBS, Inc. to provide comprehensive roofing material and support services.
Garland/DBS, Inc. invited contractors to bid for the Historic Museum Roofing Project. The project scope includes removal and replacement of the existing roofing systems. Garland/DBS, Inc. received three (3) bids as follows:
Historic Museum Roofing Project 2025
Vendor Bid Amount
Wateroroofino $115,483
Fresno Roofing $135,586
Nations Roof $135,965
Given the age of the current roof, the history of leaks and the associated risks, staff recommends accepting
Museum.
the Garland/DBS, Inc. proposal and selecting Waterproofing for the roof repair at the Historic FISCAL IMPACT:
$115,483 will be expended from FY 2024-2025 approved budget in the Municipal Impact Fee Fund (2002-700-7445).
ATTACHMENTS:
1. Resolution No. 2025-
2. Museum Bid Project Package
3. Proposal from Garland/DBS, Inc.
4. Agreement for Garland/DBS, Inc.
5. Museum Site Survey
6. Bulk Asbestos Analysis
RESOLUTION NO. 2025-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LIVINGSTON
AN AGREEMENT WITH
(1) APPROVING
GARLAND/DBS,
MATERIALS AND
INC. FOR COMPREHENSIVE ROOFING
PROJECT
SUPPORT SERVICES FOR THE HISTORIC MUSEUM ROOFING
IN THE
MANAGER
AMOUNT NOT TO EXCEED $115,483, (2) AUTHORIZING THE CITY
TO EXECUTE ALL REQUIRED DOCUMENTS
WHEREAS,
surpassing the
the roof on the Livingston Historic Museum has been in place for over 25 years, typical lifespan of the roofing materials; and
WHEREAS, during this period of time, the facility has experienced about the integrity of
leaks, which raised concerns
the building and the safety of the staff; and
WHEREAS, on December 6, 2024, Garland/DBS,
to evaluate the existing
Inc. conducted a roof assessment of the CDC
roof conditions and provide recommendations and Garland/DBS, recommended the roof
Inc.
Roof System; and
to be replaced to ensure maximum efficiency with a 30 Year Warranted WHEREAS, on March 17, 2020, Council approved
purchasing with OMNIA
the interlocal contract for cooperative
applicable Federal, State
Partners
and Local
for the purchase of goods and services in accordance with rules, regulations, and ordinances; and
WHEREAS, OMNIA Partners holds a cooperative contract with Garland/DBS, comprehensive roofing material
Inc. to provide
and support services; and
WHEREAS, Garland/DBS, Inc. invited contractors
and received three bids as
to bid for the Historic Museum Roofing Project;
follows: Waterproofing
Nations Roof ($135,965); and
($115,483), Fresno Roofing ($135,586) and
WHEREAS,
and
the project scope includes removal and replacement of the existing roofing systems; WHEREAS, staff recommends accepting the Garland/DBS,
Waterproofing for
Inc. proposal and selecting
the roof repair at the Historic Museum; and
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Livingston as follows:
Section
agreement
1. The
with
City
Garland/DBS,
Council of the City of Livingston Adopts a Resolution approving an Inc. for comprehensive
services
roofing materials and support
from the Municipal
for the Historic Museum Roofing Project in the amount not to exceed $115,483 Impact Fee Fund (2002-700-7445).
Section 2. Authorizing the City Manager to execute all required documents approved by
in a form
the City Attorney.
Section 3. This Resolution will become effective immediately. 01424_000111054531_1 Page 1 of 2
resolution
I hereby certify
duly passed
that the
and
foregoing
adopted
Resolution No. 2025-_is a full, true, and correct copy of a meeting thereof duly held
by the City Council of the City of Livingston at a regular on the 1st day of April 2025, by the vote recorded as follows:
AYES:
NOES:
ABSENT:
ABSTAIN:
By:----------- Jose A. Moran, Mayor
of City of Livingston
ATTEST
Monica Cisneros, Deputy City Clerk
APPROVED AS TO LEGAL FORM
Roy C. Santos, City Attorney
01424.0001/106453 I. I Page 2 of 2
PROJECT MANUAL
TECHNICAL SPECIFICATIONS
FOR
LIVINGSTON HISTORICAL MUSEUM ROOFING PROJECT
2025
City of Livingston
1416 C Street Livingston, CA 95334
Bid Date: February 12, 2025 @ 2:00 PM
SECTION 01110
SUMMARY OF WORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including the Condit'1ons of the Contract and Division 01 Specification Sections apply to this Section.
1.2 SUMMARY
A. Section includes shingle replacement on the steep slope section along with KEE Stone installation on the low slope section.
B. Related Work Specified Elsewhere:
1. Section 061000 - Rough Carpentry
2. Section 073113 - Asphalt Shingles
3. Section 075500 - KEE Stone
4. Section 076200 - Sheet Metal Flashing and Trim
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Identification: Livingston Historical Museum Roofing Project 2025 B. Project Location: City of Livingston Historical Museum, 604 Main Street, Livingston, CA 95334
C. Owner: City of Livingston, 1416 C Street, Livingston, CA 95334 D. General scope of work but not limited to;
1. Building A Steep Slope -
2. Includes removal and disposal of existing roofing system(s), insulation board, gutters, downspouts, flashings, copings, etc. for a complete prepared roof surface.
3. Inspect Plywood decking for dry rot. When replacing dry rot before and after pictures are mandatory for billing purposes.
4. Install one layer of R-Mer Seal Self adhering underlayment at all sloped roof areas.
5. Install new asphalt shingles per manufacturers instructions.
6. Install all new 41b lead pipe flashings with factory lead counter flashing tops at all pipe penetrations.
7, Install new 24 gauge galvanized sheet metal duct work roof jacks at all locations.
8. Install new sheet metal vents at all locations.
9. Install new fascia board where none is existing or where existing is rotted. There are multiple areas where fascia board is missing at this location.
SECTION 01110- SUMMARY OF WORK
10. Install new 24 gauge galvanized gutters and downspouts at all eave sections.
11. Install new 24 gauge galvanized 3"x3" nosing metal. 12,Building A Low Slope -
13. Includes removal and disposal of existing roofing system(s), insulation board, gutters, downspouts, flashings, copings, etc. for a complete prepared roof surface.
14. Inspect Plywood decking for dry rot. When replacing dry rot before and after pictures are mandatory for billing purposes.
15. Install one layer of rosin paper secured with square head nails.
15. Install one layer of 1/2" wood fiber board mechanically fastened with screws and plates, 16 per 4x8 board.
17, Install one layer of Flexbase 80 in Green Lock Plus Membrane Adhesive per manufacturers requirements.
18. Install one layer of KEE Stone FB in Spatter Spray Adhesive per manufacturers requirements.
19. Install a clad metal flashing to terminate this system and to seal the top of the shingles.
20. Remove all work generated debris from the roof and from the grounds. Thoroughly run a magnet around the building until all fasteners have been removed.
1.4 WORK COMPLETED BY THE OWNER
A. No work will be completed by the owner.
1.5 TYPE OF CONTRACT
A. Work will be completed under a single prime contract.
1.6 USE OF PREMISES
A. General: Contractor will have limited use of premises for construction operations.
B. Use of site: Limit use of premises to work areas required. Do not disturb portions of the project site beyond areas in which the work is indicated.
C. The building interior is off limits to the contractor. All access shall be from the exterior.
D. The point of exterior access must be approved by the owner.
E. Entrances: Keep all entrances serving the building clear and available to the owner, owner's employees, and emergency vehicles.
F. Use of existing building: Maintain existing building in a weather tight condition throughout the construction period. Repair damage caused by construction operations.
Protect building and occupants during construction.
G. Vehicle Parking: Contractor parking is available on site and will need to be approved by the owner.
SECTION 01110 - SUMMARY OF WORK 2
H. Assume full responsibility for protection and safekeeping of materials stored on premises. Coordinate the location of materials and equipment to be stored on premises. Provide barricades, barriers, and enclosures as required to ensure safety.
1.7 OWNERS OCCUPANCY REQUIREMENTS
A. The owner will occupy the building during the entire construction phase. Cooperate with the owner during construction operations to minimize owner conflicts and facilitate owner usage. Perform the work as to not interfere with owners operations.
B. A minimum of 72 hours notice is needed for all activities that will affect the owners operations.
1,8 WORK RESTRICTIONS
A. On site work hours: Work shall generally be performed from the hours of 7:00 am - 5:00 pm Monday through Friday except as otherwise indicated or approved by the owner.
B. Weekend hours, early morning hours, utility shut down, and noisy activity requires owner's authorization a minimum of 72 hours in advance.
1.9 UNIT PRICES
A. The following unit prices will be used to add or deduct from the total contract amount. 10, SCHEDULE OF ALTERNATES
N/A
1,11 PROJECT CONDITIONS
A. Proceed with roofing work only when existing and forecasted weather conditions will permit a unit of work to be installed in accordance with manufacturer's recommendations and warranty requirements.
B. Do not apply roofing insulation or membrane to damp deck surface.
C. Do not expose materials subject to water or solar damage in quantities greater than can be weatherproofed during same day.
1.12 SEQUENCING AND SCHEDULING
A. Sequence installation of roofing with related units of work specified in other sections to ensure that roof assemblies, including roof accessories, flashing, trim and joint sealers, are protected against damage from effects of weather, corrosion and adjacent construction activity.
B. Complete all roofing field assembly work each day. Phased construction will not be accepted.
SECTION 01110- SUMMARY OF WORK 3
1.13 PROJECT TIMELINE
A. Pre-Bid Meeting: January 29, 2025@ 10:00 am
B. Last Day for Questions: February 5, 2025 @2:00 pm
C. Bid Date: February 12, 2024@ 2:00 pm
D. Board Approval: ASAP
E. Project Start: ASAP
F. Project Completion: 90 days aner Notice to Proceed
END OF SECTION 01 11 00 - SUMMARY OF WORK
SECTION 01110-SUMMARYOF WORK 4
l,GENERAL
1.1. SECTION INCLUDES
SECTION 07 31 13
ASPHALT SHINGLES
A. Includes all labor, materials, and equipment to install a composition shingle roofing system over the properly prepared substrate.
B. Includes removal and disposal of existing roofing system(s), insulation boards, flashings, sheet metal items, gutters, downspouts, copings, etc. for a complete prepared roof surface to receive the new roofing system.
1.2. RELATED SECTIONS
A. Section 011100 - Summary of Work
B. Section 061000 - Rough Carpentry
C. Section 076200 - Sheet Metal Flashing & Trim
1.3. REFERENCES
A. ASTM International (ASTM):
1. ASTM C209 - Standard Test Methods for Cellulosic Fiber Insulating Board.
2. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board.
3. ASTM D226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.
4. ASTM D1621 - Standard Test Method for Compressive Properties of Rigid Cellular Plastics.
5. ASTM D1970 - Standard SpecificatiOn for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection.
6. ASTM D2126 - Standard Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging.
7. ASTM D3018 - Standard Specification for Class A Asphalt Shingles Surfaced with Mineral Granules.
8. ASTM D3161 - Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-Induced Method).
9. ASTM D3462 - Standard Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules.
10. ASTM D4586 - Standard Specification for Asphalt Roof Cement, AsbestosFree.
11. ASTM D4601 - Standard Specification for Asphalt-Coated Glass Fiber Base Sheet Used in Roofing,
12. ASTM D4869 - Standard Specification for Asphalt-Saturated Organic Felt Underlayment Used in Steep Slope Roofing.
13. ASTM D6757 - Standard Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep-Slope Roofing.
14. ASTM D7158 - Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method).
07 31 13-1
15. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials.
16. ASTM E96 - Standard Test Methods for Water Vapor Transmission of Materials.
17. ASTM E108 - Standard Test Methods for Fire Tests of Roof Coverings.
B. Florida Building Code (FBC).
1. Fl14807 - Underlayments.
2. FL14809 - Asphalt Shingles.
3. FL 23186 - Underlayments.
C. ICC Evaluation Service (ICC-ES).
1. ICC Approval - ESR-1561: Roofing Felt and Underlayment.
2. ICC Approval - ESR-3150: Asphalt Shingles.
3. ICC-ES AC188: Acceptance Criteria for Roof Underlayments.
D. Intertek Testing Services (ITS).
1. Fire Resistance Directory, Current Edition.
2. Code Compliance Research Report - CCRR-1082: Roofing Felt and Underlayment.
E. Underwriters Laboratory (UL):
1. UL 790 - Standard Test Methods for Fire Tests of Roof Coverings.
2. UL 2218 - Impact Resistance of Prepared Roof Covering Materials.
1.4, SUBMITTALS
A. Submit under provisions of Section 01
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation methods.
C. Samples for Selection: For the following products, of sizes indicated: For each product specified, two complete sets of color samples representing manufacturer's full range of available colors and patterns.
1. Asphalt Shingles: Full size.
2. Asphalt Starter Shingles: Full size.
3. Polymer Modified Fiberglass Hip and Ridge Shingles: Full size.
4. Polymer Modified Self-Adhering Fiberglass Reinforced Underlayment: 12 inches (305 mm) square.
5. Nails Used for Fastening Shingles: 5 of each nail type and size.
D. Samples for Verification: For the following products, of sizes indicated: For each product specified, two samples representing actual product, color, and patterns.
1. Asphalt Shingles: Full size.
2. Asphalt Starter Shingles: Full size.
3. Polymer Modified Fiberglass Hip and Ridge Shingles: Full size.
4. Polymer Modified Self-Adhering Fiberglass Reinforced Underlayment: 12 inches (305 mm) square.
5. Nail Used for Fastening Shingles: 5 of each nail type and size.
1.5. QUALITY ASSURANCE
07 31 13-2
A. Primary Roofing Materials Manufacturer Requirements:
1. Manufacturer specified asphalt shingles for a minimum of ten years.
2. Manufacturer shall be an associate member in good standing of either the National Roofing Contractors Association (NRCA), Western States Roofing Contractors Association (WSRCA), or the Midwest Roofing Contractors Association (MRCA).
B. Installer Qualifications: Approved by the manufacturer to install the specified products and provide the specified warranties.
C. Fire-Resistance Characteristics: Where indicated, provide asphalt shingles and related roofing materials identical to those of assemblies tested for fire resistance per test method below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify products with appropriate markings of applicable testing agency.
D. Exterior Fire-Test Exposure: Class A; ASTM E108 or UL 790, for application and roof slopes indicated.
E. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.
1. Finish areas designated by Architect.
2. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect.
3. Refinish mock-up area as required to produce acceptable work.
1.6. DELIVERY, STORAGE, AND HANDLING
A, Store products in manufacturer's unopened packaging until ready for installation.
B. Store and dispose of solvent-based materials, and materials used with solventbased materials, in accordance with requirements of local authorities having jurisdiction.
1.7. PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
1.8. PROJECT MEETINGS
A. Pre-Construction Meeting:
1. Prior to the start of the roofing project, the Owner will hold a job-site meeting and roof tour to review the scope of work.
2. Authorized representatives of the Owner, the Roofing Contractor (Project Superintendent), the asphalt shingle manufacturer, other Subcontractors whose work complements, penetrates, or is mounted on the roof or will use the roof as a work platform, will be in attendance.
3. The agenda for the meeting shall include:
a. A review of the submittals.
b. Distribution of approved submittals.
c. A walkover inspection of the roof.
d. Establishment of a schedule for the work.
07 3113-3
e. Selection of staging and storage locations.
B. Final Inspection: Following the completion of the work, a final inspection shall be scheduled by Owner's Representative. Any uncompleted work shall be noted on a punch list. Final payment shall be made only a~er punch list is completed.
1.9, WARRANTY
A. Standard Warranty: Shingles subjected to terms and conditions of the standard Manufacturer's Limited Warranty. Wind warranty coverage is subject to the shingles being sealed.
1. Warranty Length: SO years.
2. Limited Term Resistance to Wind: 130 mph (209 kph).
B. Provide a five (5) year workmanship warranty.
C. Upon project completion and acceptance by Owner, the Roofing Contractor shall promptly provide executed copies of the specified warranties.
D. Furnish a list containing the names and contact telephone numbers of the Roofing Contractor's Service Manager, Superintendent, and Project Manager and the Roofing Contractor's current mailing address.
2,PRODUCTS
2.1. MANUFACTURERS
A. Acceptable Manufacturer: Malarkey Roofing Products, which is located at: 3131 N. Columbia Blvd. P. 0, Box 17217; Portland, OR 97217; Toll Free Tel:
800-545-1191; Tel: 503-283-1191; Fax: 503-289-7644; Email: request info ([email protected]}; Web: bttps :/f malarkeyroofing .com B. Substitutions: Provide submittal data for substitution review a minimum of five days prior to the bid date. If the substitution is approved an addendum will be sent 48 hours prior to the bid date.
2,2. SHINGLES
A. High Profile Laminate Shingles:
1. Legacy (272) as manufactured by Malarkey Roofing Products. a. Malarkey Legacy shingles hold a Class A Fire Rating. b. As manufactured, Legacy meets the requirements of:
1. ASTM D7158 Class H, ASTM D3462, ASTM D3161 Class F, ASTM D3018 Type I, ASTM E108 Class A, UL 2218 Class 4 Impact Resistance, ICC-ES AC438, and CSA A123.5.
2. ICC Approval: ESR-3150.
3. FBC Approval: No. 14809.
4, Listed with UL and Intertek/WHI.
c. Performance:
1. Limited Material Warranty: 50 years.
2, Limited Wind Warranty: 15 years. 110 mph (177 kph).
3. Enhanced Wind Warranty Available: 130 mph (209 kph).
4. Legacy Silverwood is listed with CRRC and compliant with CEC Title 24, Part 6 Cool Roof Requirements.
07 3113-4
s. NEX polymer mix includes recycled rubber and plastics.
6. SEBS polymer modified asphalt laminate adhesive.
7. SEBS asphalt seal-down adhesive.
8. 3M Smog-Reducing Granules.
9. Enlarged nailing area of The Zone.
B. Color: Color shall be selected from the manufacturer's standard colors.
2.3. UNDERLAYMENT
A. R-Mer Seal, Self-Adhering Underlayment by The Garland Company:
1. Product: R-Mer Seal by The Garland Company.
2. Substitutions not permitted.
3, As manufactured, meets requirements of ASTM D1970.
4. Self-adhering sheet shall be nominal 45 mils (1.14 mm) thick. 5, Self-adhering sheet shall be 36 inches (0.91 meter) in width.
6. One (1) roll covers two (2) squares of roof.
2.4. RELATED PRODUCTS
A. Endura Vent Eave and Ridge Vents, below deck ventilation system.
B. NEX Polymer Modified 8 inches (203 mm) High-Profile Hip and Ridge: Malarkey No. 222 EZ-Ridge Scotchgard.
C. Full-Width Perforated Starter Shingle: Malarkey Smart Start No, 210.
D. Plastic Roof Cement conforming to ASTM D4586.
E. Fasteners: Hot Dip Galvanized nails with minimum 3/8 inch (9.5 mm) head.
F. Dormer Vents: Construction Metals Inc. low profile stamped dormer, Simpson LPSD20.
2.5. SHEET METAL FLASHING & TRIM
A. Sheet Metal Flashing and Trim: Comply with requirements in Division 7 Section "Sheet Metal Flashing and Trim."
B. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item.
1. Step Flashings: 24 gauge minimum. Fabricate with a headlap of 2 inches (SO mm) and a minimum extension of 5 inches (125 mm) over the underlying asphalt shingle and up the vertical surface.
2. Cricket Flashings: 24 gauge minimum. Fabricate with concealed flange extending a minimum 24 inches (600 mm) beneath upslope asphalt shingles and 6 inches (150 mm) above the roof plane.
3. Open Valley Flashings: 24 gauge minimum. Fabricate in lengths not exceeding [10 feet (3 m)J with 1-inch- (25-mm-) high inverted-V profile at center of valley and equal flange widths of 10 inches (250 mm).
4. Drip Edges: 24 gauge minimum. Fabricate in lengths not exceeding (10 feet (3 m)] with 2-inch (SO-mm) roof deck flange and 1-1/2-inch (38-mm) fascia flange with 3/8-inch (9.6-mm) drip at lower edge, 07 31 13-5
5.Vent Pipe Flashings: ASTM B 749, Type L51121, at least 1/16 inch (1.6 mm) thick. Provide 41b lead sleeve sized to slip over the pipe and install the factory lead counter flashing cap.
3,EXECUTION
3,1. DELIVERY, STORAGE, AND HANDLING
A. New and dry roof materials delivered to the job site in containers unopened and undamaged. Manufacturer's products stamped with labels, names, and run codes of manufacture and testing laboratory.
B. Store underlayment materials on ends only. Discard rolls which may have been flattened, creased, or otherwise damaged. Place materials on pallets or wood sleepers. Do not stack palletized materials.
C. Cover underlayment rolls with weatherproof materials secured to prevent materials from becoming exposed to moisture. Use breathable tarps.
D. Disperse materials stored on the roof surface to avoid concentrated loading. Set larger concentrations over structural members.
3,2. ENVIRONMENTAL REQUIREMENTS
A. Application of roofing materials shall not be performed when weather conditions interfere with good roofing practices.
3,3. UNDERLAYMENT AND EDGING
A. Apply specified underlayment as follows:
1. Apply a single layer of polymer modified underlayment laid parallel to eaves, lapping to the 4 inch (102 mm) ply line, and 6 inches (152 mm) on ends, end laps staggered 6 feet (1829 mm) from course to course over the entire roof area.
B. Valleys: Only those valley installations listed in the manufacturer's installation instructions shall be permitted.
1. Regardless of valley method used, begin application by centering a fullwidth valley liner of self-adhering underlayment to the roof deck in all valleys.
2. The field underlayment is then woven through the valley over the layer of self-adhering underlayment or lapped 6 inches (152 mm) on each side. If fastening the field underlayment, be aware no fasteners are allowed within 6 inches (152 mm) of the valley centerline.
C. Pipe Flashing: Apply ASTM D1970 underlayment around the pipe, sealing it to the field underlayment prior to installing the metal pipe flashing. Install and secure the metal jack so the bottom flange laps over onto the shingles. Side and top flanges shall have shingles lapping onto the flange. Shingles that lap onto flanges shall be sealed to the metal with asphalt roof cement conforming to ASTM D4586.
D. Perimeter Flashing: Use non-corrosive, 24-gauge sheet metal drip edge flashing. 07 31 13-6
Install prior to underlayment on eave edges of roof and then along rake edges over the ends of installed underlayment. Install drip edge with flanges large enough (recommend 4-inch (102 mm) flanges) to completely cover roof edges.
Secure with galvanized ( or compatible) roofing nails, centered on the top flange at 8 to 10 inches (203 to 254 mm) O.C. or according to local code requirements.
3.4. METAL FLASHING INSTALLATION
A. General: Install metal flashings and other sheet metal to comply with requirements in Division 7 Section "Sheet Metal Flashing and Trim." B. Install metal flashings according to recommendations in ARMA's "Residential Asphalt Roofing Manual" and asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."
C. Apron Flashings: Extend lower flange over and beyond each side of downslope asphalt shingles and up the vertical surface.
D. Step Flashings: Install with a head lap of 2 inches and extend over the underlying asphalt shingle and up the vertical surface. Fasten to roof deck only.
E. Cricket Flashings: Install against the roof-penetrating element extending concealed flange beneath upslope asphalt shingles and beyond each side.
F. Open Valley Flashings: Install centrally in valleys, lapping ends at least 8 inches in direction to shed water. Fasten upper end of each length to roof deck beneath overlap.
G. Secure hemmed flange edges into metal cleats spaced 2 inches apart and fastened to roof deck.
H. Rake Drip Edges: Install rake drip edge flashings over underlayment and fasten to roof deck.
I. Eave Drip Edges: Install eave drip edge flashings below underlayment and fasten to roof sheathing.
J. Pipe Flashings: Form flashing around pipe penetrations and asphalt shingles.
Fasten and seal to asphalt shingles as recommended by manufacturer.
3.S. APPLICATION OF SHINGLES
A. Laminate Shingle Application; 8 inches (203 mm) Offset - Diagonal Pattern:
1. Starter courses: Use Malarkey starter shingles or 3-tab shingles with the tabs cut off; apply to eave and rake edges of roof.
2. Cut 6 inches (152 mm) off the length of the starter strip and apply at a lower corner of roof. The starter course shall overhang the edge metal 1/4 to 3/4 inch (6 mm to 19 mm). Fasten with four (4) nails, 1-1/2 inches to 3 inches (38 to 76 mm) up from the eave with one fastener 1 inch (25 mm) from each end and the remaining two evenly spaced on the same line as the end fasteners.
3. Continue starter course across the roof with a full-length shingles, butting them loosely together to avoid buckling.
4. First course: Start with a full shingle applied directly over the starter 073113-7
course at the same lower corner of the roof, and secure with fasteners.
5. Second course: Cut 8 inches (203 mm) off one end of a full shingle and apply the remaining piece over the underlying, first course shingle. Align the bottom edge along a line level with the "sawtooth" overlay in the preceding course, exposing the first course 5-5/8 inches (143 mm). Secure with fasteners.
6. Succeeding Courses: Courses three through five are begun with partial shingles, each progressively 8 inches (203 mm) shorter, establishing the overall diagonal pattern or stair-step effect. (Pieces cut from shingles along one rake edge can be used to finish off courses on the opposite rake.)
7. Apply a full shingle adjacent to each of the first five courses to extend the pattern. Butt the shingles loosely together to prevent buckling. 8, Courses six through ten repeat the process beg·1nning with a full shingle and repeating the 1-to-5 course cycle on up the roof.
9. Strike a chalk line every six courses or so to ensure straight courses.
Shingles may be laid from either lower corner of the roof. Start at the rake edge and follow layout and cutting instructions as required for proper application. Installation of shingles with a 4 inch (102 mm) offset is also acceptable. Offsets must be no less than 4 inches (102 mm).
B. Valley Installation:
1. Valley Underlayment: Center a full-width strip of self-adhering underlayment (or equivalent conforming to ASTM D1970) in the valley and apply it directly to the roof deck. Ensure this valley liner is tight to the deck without bridging in the center of the valley. Lace the field underlayment into and through the valley from both sides or overlap the valley liner a minimum of 6 inches (152 mm) on each side. When fastening, none should be placed closer than 6 inches (152 mm) from the valley centerline.
2. Open metal valleys: Install minimum 24 inches (610 mm) wide, 26-gauge, metal valley flashing over the valley liner, and secure with fasteners no more than 1 inch (25 mm) from the outside edges at a spacing of 10 inches (254 mm) to 12 inches (305 mm) on center. For additional sealing, a continuous, 6-inch (152 mm) wide stripping ply of self-adhering Arctic Seal may be applied over the fasteners. Overlaps in the metal should be a minimum of 4 inches (102 mm) and embedded in a continuous bead of sealant. Do not fasten the metal laps. Lay a first course of shingles along the eave of one roof area and over the valley, making sure the end of the last shingle meets or goes beyond the centerline of the metal valley.
Complete the installation of shingles on that roof section. After all shingles have been installed in the valley, snap a chalk line 2 inches (51 mm) from the center of the metal valley, and trim shingles to the chalk line, matching the centerline angle. Crop the tops of each shingle course at a 1 inch (25 mm), 45 degree cut. Embed the ends of the cut valley shingles in a continuous-3 inch (76 mm) wide bead of mastic. Install shingles on the adjoining roof as described above.
3. "Bleeder," 11Point,1' or 11California-cut 11 valleys are not acceptable.
3.6. FASTENERS
A. Laminate Nailing Pattern: Nails must be placed within the nailing zone, 1 inch (25 mm) in from each end of the shingle and the remaining nails evenly spaced on the same line as the end nails, Fasteners shall be seated flush to the shingle surface and not overdriven to cut into shingles. When fastening, butt shingles loosely together to prevent buckling.
07 31 13-8
1. Fasteners per shingle: Four (4).
2. Fasteners per shingle/high wind areas: Six (6), including starter shingles.
3. Steep slope fastening (roof decks, greater than 21:12): Six (6), including starter shingles, and hand-sealing underneath.
3.7 ROOFING INSTALLER'S WARRANTY
A. WHEREAS _____________ of
------------~ herein called the "Roofing Installer," has performed roofing and associated work (''work") on the following project:
1. Owner: ________ _
2. Address: _______ _
3. Building Name/Type: _______ _
4. Address: _______ _
5. Area of Work: _________ _
6. Acceptance Date: _______ _
7. Warranty Period: Five Years.
8. Expiration Date: ________ _
B. AND WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor) to warrant said work against leaks and faulty or defective materials and workmanship for designated Warranty Period, C. NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth, that during Warranty Period he will, at his own cost and expense, make or cause to be made such repairs to or replacements of said work as are necessary to correct faulty and defective work and as are necessary to maintain said work in a watertight condition.
D. This Warranty is made subject to the following terms and conditions:
1. Specifically excluded from this Warranty are damages to work and other parts of the building, and to building contents, caused by:
a. lightning;
b. peak gust wind speed exceeding 120 MPH;
c. fire;
d. failure of roofing system substrate, including cracking, settlement, excessive deflection, deterioration, and decomposition; e, faulty construction of parapet walls, copings, chimneys, skylights, vents, equipment supports, and other edge conditions and penetrations of the work;
f. vapor condensation on bottom of roofing; and
g. activity on roofing by others, including construction contractors, maintenance personnel, other persons, and animals, whether authorized or unauthorized by Owner. -
2. When work has been damaged by any of foregoing causes, Warranty shall be null and void until such damage has been repaired by Roofing Installer and until cost and expense thereof have been paid by Owner or by another responsible party so designated.
3. Roofing Installer is responsible for damage to work covered by this Warranty but is not liable for consequential damages to building or building contents resulting from leaks or faults or defects of work.
4. During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer, including cutting, patching, and maintenance in 07 31 13-9
connection with penetrations, attachment of other work, and positioning of anything on roof, this Warranty shall become null and void on date of said alterations, but only to the extent said alterations affect work covered by this Warranty. If Owner engages Roofing Installer to perform said alterations, Warranty shall not become null and void unless Roofing Installer, before starting said work, shall have notified Owner in writing, showing reasonable cause for claim, that said alterations would likely damage or deteriorate work, thereby reasonably justifying a limitation or termination of this Warranty.
5. During Warranty Period, if original use of roof is changed and it becomes used for, but was not originally specified for, a promenade, work deck, spray-cooled surface, flooded basin, or other use or service more severe than originally specified, this Warranty shall become null and void on date of said change, but only to the extent said change affects work covered by this Warranty.
6. Owner shall promptly notify Roofing Installer of observed, known, or suspected leaks, defects, or deterioration and shall afford reasonable opportunity for Roofing Installer to inspect work and to examine evidence of such leaks, defects, or deterioration.
7. This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall not operate to restrict or cut off Owner from other remedies and resources lawfully available to Owner in cases of roofing failure.
Specifically, this Warranty shall not operate to relieve Roofing Installer of responsibility for performance of original work according to requirements of the Contract Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner's .General Contractor.
E. IN WITNESS THEREOF, this instrument has been duly executed this ____ _ day of ________________ _
1. Authorized Signature: __________________ _ 2. Name: _________________ _
3. Title: __________________ _
END OF SECTION
073113-10
1,GENERAL
SECTION 07 55 00
MODIFIED KEE MEMBRANE ROOFING
1,1. SECTION INCLUDES
A. Includes all labor, materials, and equipment to install a Cold Applied 2-Ply Thermoplastic Hybrid Roof System roof (KEE-Stone FB 60) over the properly prepared substrate.
B. Includes removal and disposal of existing roofing system(s), insulation board, flashings, sheet metal items, copings, etc. for a complete prepared roof surface to receive the new roofing system.
C. Includes a new cold applied 2-ply hybrid roofing system with all accessories as needed for a complete warrantable roofing system.
D. See section 011100 Summary of Work for a detailed scope of work.
1.2. RELATED SECTIONS
A. Section 01 11 00 - Summary of Work
B. Section 06 10 00 - Rough Carpentry
C. Section 07 62 00 - Sheet Metal Flashing and Trim
1,3, REFERENCES
A. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board.
B. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing.
C. ASTM D 312 - Standard Specification for Asphalt used in Roofing.
D. ASTM D 1079 Standard Terminology Relating to Roofing, Waterproofing and Bituminous Materials.
E. ASTM D 1863 Standard Specification for Mineral Aggregate Used as a Protective Coating for Roofing.
F. ASTM D 2822 Standard Specification for Asphalt Roof Cement.
G. ASTM D 5147 Standard Test Method for Sampling and Testing Modified Bituminous Sheet Materials.
H. ASTM D 6754 Standard Specification for Ketone Ethylene Ester (KEE) Sheet Roofing
I. ASTM D 6162 Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using a Combination of Polyester and Glass Fiber Reinforcements.
07 55 00- MODIFIED MEMBRANE ROOFING
J. ASTM D 6163 Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements.
K. ASTM D 6164 - Standard Specification for Styrene Butadiene Styrene (SBS) Modified Bituminous Sheet Materials Using Polyester Reinforcements.
L. ASTM E 108 - Standard Test Methods for Fire Test of Roof Coverings M. Factory Mutual Research (FM): Roof Assembly Classifications.
N. National Roofing Contractors Association (NRCA): Roofing and Waterproofing Manual.
0. Sheet Metal and Air ConditiOning Contractors National Association, Inc. (SMACNA) - Architectural Sheet Metal Manual.
P. Underwriters Laboratories, Inc. (UL): Fire Hazard Classifications.
Q. Warnock Hersey (WH): Fire Hazard Classifications.
R. ANSI-SPRI ES-1 Wind Design Standard for Edge Systems used with Low Slope Roofing Systems.
S. ASCE 7-16, Minimum Design Loads for Buildings and Other Structures T. UL - Fire Resistance Directory.
U. FM Approvals - Roof Coverings and/or RoofNav assembly database.
V. California Title 24 Energy Efficient Standards.
W. California Code of Regulations, Title 24, Part 2, California Building Code (CBC), International Building Code.
1.4. DESIGN / PERFORMANCE REQUIREMENTS
A. Perform work in accordance with all federal, state and local codes.
B. Exterior Fire Test Exposure: Roof system shall achieve a UL, FM or WH Class rating for roof slopes indicated on the Drawings as follows:
1. Factory Mutual Class A Rating.
2. Underwriters Laboratory Class A Rating,
3. Warnock Hersey Class A Rating.
C. Design Requirements:
1. Uniform Wind Uplift Load Capacity
a. Installed roof system shall withstand negative (uplift) design wind loading pressures complying with the following criteria.
1. Design Code: ASCE 7, Method 2 for Components and Cladding.
2. Importance Category:
a. III
3. Importance Factor of:
a. 1.0
4. Wind Speed: 100 mph
5. Exposure Category:
a. C
07 55 00- MODIFIED MEMBRANE ROOFING
6, Design Roof Height: 50 feet.
7. Minimum Building Width: 30 feet.
8. Roof Pitch: 0.5 :12.
9. Roof Area Design Uplift Pressure:
a. Zone 1 - Field of roof 14.3 psf
b. Zone 2 - Eaves, ridges, hips and rakes 24 psf
c. Zone 3 - Corners 36 psf
2. Snow Load: N/A psf.
3. Live Load: 20 psf, or not to exceed original building design.
4. Dead Load:
a. Installation of new roofing materials shall not exceed the dead load capacity of the existing roof structure.
D. Energy Star: Roof System shall comply with the initial and aged reflectivity required by the U.S. Federal Government's Energy Star program.
E. LEED: Roof system shall meet the reflectivity and emissivity criteria to qualify for one point under the LEED credit category, Credit 7.2, Landscape & Exterior Design to Reduce Heat Island - Roof.
F. Roof System membranes containing recycled or bio-based materials shall be third party certified through UL Environment.
G. Roof system shall have been tested in compliance with the following codes and test requirements:
1. Miami-Dade County:
a. Self-Adhered Membrane Systems Over:
1. Wood Decks N.O.A.
b. Torch and Mop Membrane Systems Over
1. Wood Decks N.0.A.
c. Roofing Underlayments
1. Garland Underlayments N.O.A.
d. Roofing Cements and Coatings
1. Garland Coatings and Mastics N .o .A.
2. Cool Roof Rating Council:
a, CRRC Directory: CRRC 0700-0034
3. International Code Council Evaluation Service (ICC-ES):
a. Membrane Systems
1. ESR-3460
4. FM Approvals:
a. RoofNav Website
1.5. SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation instructions.
C. Shop Drawings: Submit shop drawings including installation details of roofing, flashing, fastening, insulation and vapor barrier, including notation of roof slopes, tapered insulation design if applicable, and fastening patterns of insulation and base modified bitumen membrane, prior to job start.
07 55 00- MODIFIED MEMBRANE ROOFING
D. Design Pressure Calculations: Submit design pressure calculations for the roof area in accordance with ASCE 7 and local Building Code requirements. Include a roof system attachment analysis report, certifying the system's compliance with applicable wind load requirements before Work begins. Report shall be reviewed by a Professional Engineer registered in the State of the Project who has provided roof system attachment analysis for not less than 5 consecutive years.
E. LEED Submittals: Provide documentation of how the requirements of Credit will be met:
1. List of proposed materials with recycled content. Indicate post-consumer recycled content and pre-consumer recycled content for each product having recycled content.
2. Product data and certification letter indicating percentages by weight of post-consumer and pre-consumer recycled content for products having recycled content.
3. Product reflectivity and emissivity criteria to qualify for one point under the LEED credit category, Credit 7.2, Landscape & Exterior Design to Reduce Heat Island - Roof.
F. Recycled or Bio-Based Materials: Provide third party certification through UL Environment of roof System membranes containing recycled or bio based materials
G. Verification Samples: For each modified bituminous membrane ply product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.
H. Provide written certification from the roofing system manufacturer certifying the applicator is currently authorized to install the specified roof system and ability to provide the specified warranty.
I. Sample Warranty: Provide an unexecuted copy of the warranty specified for this project clearly stating the terms required of the owner; contractor; and manufacturer.
J. Manufacturer's Certificates: Provide to certify products meet or exceed specified requirements.
K. Test Reports: Submit test reports, prepared by an independent testing agency, for all modified bituminous sheet roofing, indicating compliance with ASTM D5147.
L. Manufacturer's Fire Compliance Certificate: Certify that the roof system furnished is approved by Factory Mutual (FM), Underwriters Laboratories (UL), Warnock Hersey (WH) or approved third party testing facility in accordance with ASTM E108, Class A for external fire and meets local or nationally recognized building codes.
M. Closeout Submittals: Provide manufacturer's maintenance instructions that include recommendations for periodic inspection and maintenance of all completed roofing work. Provide product warranty executed by the manufacturer. Assist Owner in preparation and submittal of roof installation acceptance certification as may be necessary in connection with fire and extended coverage insurance on roofing and associated work. 07 55 00- MODIFIED MEMBRANE ROOFING
N. Any material submitted as equal to or better than the specified material must be accompanied by a report signed and sealed by a professional engineer licensed in the state in which the installation is to take place. This report shall show that the submitted equal meets the Design and Performance criteria in this specification. Substitution requests submitted without licensed engineer stamp will be rejected for non-conformance.
1,6. QUALITY ASSURANCE
A. Perform Work in accordance with NRCA Roofing and Waterproofing Manual and all manufacturer's instructions,
8, Manufacturer Qualifications: Company specializing in manufacturing products specified with documented ISO 9001 certification and minimum of twelve years of documented experience and must not have been in Chapter 11 bankruptcy during the last five years.
C. Installer Qualifications: Company specializing in performing Work of this section with minimum five years documented experience and a certified Pre-Approved Garland Contractor.
D. Installer's Field Supervision: Maintain a full-time Supervisor/Foreman on job site during all phases of roofing work while roofing work is in progress.
E. Product Certification: Provide manufacturer's certification that materials are manufactured in the United States and conform to requirements specified herein, are chemically and physically compatible with each other, and are suitable for inclusion within the total roof system specified herein.
F. source Limitations: Obtain all components of roof system from a single manufacturer. Secondary products that are required shall be recommended and approved in writing by the roofing system Manufacturer. Upon request of the Architect or Owner, submit Manufacturer's written approval of secondary components in list form, signed by an authorized agent of the Manufacturer.
1.7. PRE-INSTALLATION MEETINGS
A. Coordinate with installation of associated flashings and counterflashings installed by other sections.
B. Preinstallation Meeting:
1. Convene two weeks before starting work of this section. Meet at Project site with Installer, installer of each component of associated work, installers of deck or substrate construction to receive roofing work, installers of rooftop units and other work in the around roofing that must precede or follow roofing work (including mechanical work if any), Architect/Owner, roofing system manufacturer's representative, and other representatives directly concerned with performance of the Work, including (where applicable) Owner's insurers, test agencies, and governing authorities. Objectives to include:
2. Review preparation and installation procedures and coordinating and scheduling required with related work.
a. Review methods and procedures related to roofing work. b. Review structural loading limitations of new deck.
c. Review roofing systems requirements ( drawings, specifications, and other contract documents).
07 55 00- MODIFIED MEMBRANE ROOFING
d. Review required submittals, both completed and yet to be completed. e. Review and finalize construction schedule related to roofing work and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.
f. Review required inspection, testing, certifying, and material usage accounting procedures.
g. Review weather and forecasted weather conditions and procedures for coping with unfavorable conditions, including provision of temporary roofing over occupied spaces.
h. Record discussion of conference, including decisions and agreements (or disagreements) reached, and furnish copy of record to each party attending. If substantial disagreements exist at conclusion of conference, determine how disagreements will be resolved and set date for reconvening conference.
i. Review notification procedures for weather or non-working days.
C. Sequence installation of roofing with related units of work specified in other sections to ensure that roof assemblies, including roof accessories, flashing, trim, and joint sealers, are protected against damage from effects of weather, corrosion, and adjacent construction activity.
B. Inspect and make notes of job conditions prior to installation:
1. Record minutes of the conference and provide copies to all parties present.
2. Identify all outstanding issues in writing designating the responsible party for follow-up action and the timetable for completion.
3. Installation of roofing system shall not begin until all outstanding issues are resolved to the satisfaction of the Owner and Architect.
1.8. DELIVERY, STORAGE, AND HANDLING
A. Deliver and store products in manufacturer's unopened packaging with labels intact until ready for installation.
B. Store all roofing materials in a dry place, on pallets or raised platforms, out of direct exposure to the elements until time of application. Store materials at least 4 inches above ground level and covered with "breathable" tarpaulins.
C. Stored in accordance with the instructions of the manufacturer prior to their application or installation. Store roll goods on end on a clean flat surface except store KEE-Stone FB 60 rolls flat on a clean flat surface. No wet or damaged materials will be used in the application. •
D. Store at room temperature wherever possible, until immediately prior to installing the roll. During winter, store materials in a heated location with a 50 degree F (10 degree C) minimum temperature, removed only as needed for immediate use. Keep materials away from open flame or welding sparks.
E. Avoid stockpiling of materials on roofs without first obtaining acceptance from the Architect/Engineer.
F. Adhesive storage shall be between the range of above 50 degree F (10 degree C) and below 80 degree F (27 degree C). Area of storage shall be constructed for flammable storage.
1.9. COORDINATION
07 55 OD- MODIFIED MEMBRANE ROOFING
A. Coordinate Work with installing associated metal flashings as work of this section proceeds.
1.10.PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
B. Do not apply roofing membrane to damp or frozen deck surface or when 40% chance of precipitation is expected or occurring.
C. Proceed with roofing work only when existing and forecasted weather conditions will permit unit of work to be installed in accordance with manufacturer's recommendations and warranty requirements.
D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.
1.11.WARRANTY
A. Special Warranty: Manufacturer's No Dollar Limit Warranty, Manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within specified warranty period.
1. Special warranty includes membrane roofing, base flashing, roof insulation, fasteners, cover boards, substrate boards, vapor retarders (where included) , and walkway product.
2. Warranty Period: 30 years from date of Substantial Completion.
3. Must cover calculated wind speed.
B. Special Project Warranty: Submit roofing Installer's warranty, on warranty form at end of this Section, signed by Installer, covering the Work of this Section, including all components of roofing system such as membrane roofing, base flashing, roof insulation, fasteners, cover boards, substrate boards, vapor retarders (where included) , and walkway products, for the following warranty period:
1. Correct defective Work within a five (5) year period after Date of Substantial Completion.
2.PRODUCTS
2.1. MANUFACTURERS
A. Acceptable Manufacturer: The Garland Company, Inc.; 3800 E. 91st St., Cleveland, OH 44105. Local Representative: Rich Jones Phone: {559) 647-1196. [email protected] Web Site: www.garlandco.com.
B. Requests for substitutions will not be considered for this project on all owner supplied materials.
C. The Products specified are intended and the Standard of Quality for the products required for this project. If other products are proposed the bidder must disclose in the bid the manufacturer and the products that they intend to use on the Project. If no manufacturer and products are listed, the bid may be accepted only with the use of products specified.
1. Bidder will not be allowed to change materials after the bid opening date. 07 55 00- MODIFIED MEMBRANE ROOFING
2. If alternate products are included in the bid, the products must be equal to or exceed the products specified. Supporting technical data shall be submitted to the Architect/ Owner for approval prior to acceptance.
3. In making a request for substitution, the Bidder/Roofing Contractor represents that it has:
a. Personally investigated the proposed product or method, and determined that it is equal or superior in all respects to that specified.
b. Will provide the same guarantee for substitution as for the product and method specified.
c. Will coordinate installation of accepted substitution in work, making such changes as may be required for work to be completed in all respects.
d. Will waive all claims for additional cost related to substitution, which consequently become apparent.
e. Cost data is complete and includes all related cost under his/her contract or other contracts, which may be affected by the substitution.
f. Will reimburse the Owner for all redesign cost by the Architect for accommodation of the substitution.
4. Architect/ Owner reserves the right to be the final authority on the acceptance or rejection of any or all bids, proposed alternate roofing systems or materials that has met ALL specified requirement criteria.
5. Failure to submit substitution package, or any portion thereof requested, will result in immediate disqualification and consideration for that particular contractors request for manufacturer substitution.
2,2, COLD APPLIED 2-PLY ROOF SYSTEM
A. Rosin Sheet: One ply of mechanically attached to the prepared substrate.
1. Red Rosin Paper:
B. Insulation: As specified in Section 07220 and shown on Drawings.
1. Insulation assembly; taper or constant thickness as indicated on Drawings.
Where tapered insulation is indicated, provide slopes as indicated, and as required to ensure positive drainage and minimum slope at valleys of 1/4 inch in 12 inches.
C. Insulation: As specified in Section 07220 and shown on Drawings;
1. One layer of six side primed ½" woodfiber insulation board D. Base (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive (1):
1. Flexbase 80 Base Sheet (80 mil):
E. Interply Adhesive (1):
1. Green Lock Plus Membrane Adhesive:
F. Thermoplastic Sheet: One ply bonded to the prepared substrate with Interply Adhesive (2):
1. KEE Stone FB 60:
G. Interply Adhesive (2):
1. KEE-Lock Spatter Spray:
07 55 00- MODIFIED MEMBRANE ROOFING
H. Base & Wall Flashing (Ply) Sheet: One ply bonded to the prepared substrate with Interply Adhesive (3).
1. Flexbase 80 Base Sheet (80 mil)
I. Flashing Membrane Adhesive: Adhesive (3)
1. Green Lock Plus Flashing Adhesive
J. Flashing Membrane Sheet: One ply bonded to the prepared substrate with Adhesive (4):
1. KEE-Stone NF 60:
K. Flashing Membrane Adhesive: Adhesive ( 4 J
1. KEE-Lock WB Flashing Adhesive
2.3. ACCESSORIES:
A. Roof Insulation Thermal Value (R), nominal as indicated on drawings and as follows: Provide insulation of thickness required to develop drainage patterns as indicated, as required to eliminate ponding and to meet thermal requirements noted on drawings.
B. Roof Insulation Field Layer: Provide and install one layer of½" six side primed Blue Ridge Structodek High Density Fiberboard Roof Insulation. ASTM C 208, Type II.
C. Vapor Retarder: Red Rosin Paper; Install layer rosin sheet shingled uniformly to achieve one ply over the entire prepared substrate. Shingle in direction of slope of roof to shed water on each area of roof.
1. Red Rosin Paper by WR Meadows
a. Weight - 12 lb./roll
b. Size - 500 square feet p/roll
c, 36" wide by 167' long
D. Nails and Fasteners: Non-ferrous metal or galvanized steel, except that hard copper nails shall be used with copper; aluminum or stainless steel nails shall be used with aluminum; and stainless steel nails shall be used with stainless steel, Fasteners shall be self-clinching type of penetrating type as recommended by the deck manufacturer. Fasten nails and fasteners flush-driven through flat metal discs not less than 1 inch (25 mm) diameter. Omit metal discs when one-piece composite nails or fasteners with heads not less than 1 inch (25 mm) diameter are used.
E. Walkway Pads - As recommended and furnished by the membrane manufacturer adhered to control foot traffic on roof top surface and provide a durable system compliant non-slip walkway.
1. SolarBright Walkway Roll by WPG, A Garland Company,
a. 30" x 60' walk way roll
b. Install walk way pads in a path from all roof access points to and around all HVAC and serviceable mechanical equipment, to and around roof hatches, and as designated by the owner.
c. Walkway Pads shall not be installed over field seams or flashing seams of the membrane.
07 55 00- MODIFIED MEMBRANE ROOFING
F. Urethane Sealant Hybrid - Tuff-Stuff MS: One part, non-sag sealant as approved and furnished by the membrane manufacturer for moving joints.
1. Tensile Strength, ASTM D 412: 250 psi
2. Elongation, ASTM D 412: 450%
3. Hardness, Shore A ASTM C 920: 35
4. Adhesion-in-Peel, ASTM C 92: 30 pli
G. Sealant - Green-Lock Structural Adhesive: Single component, 100% solids structural adhesive as furnished and recommended by the membrane manufacturer.
1. Elongation, ASTM D 412: 300%
2. Hardness, Shore A, ASTM C 920: 50
3. Shear Strength, ASTM D 1002: 300 psi
H. Butyl Tape: 100% solids, asbestos free and compressive tape designed to seal as recommended and furnished by the membrane manufacturer.
I. Glass Fiber Cant - Glass Cant: Continuous triangular cross Section made of inorganic fibrous glass used as a cant strip as recommended and furnished by the membrane manufacturer.
2,4, EDGE TREATMENT AND ROOF PENETRATION FLASHINGS
A. Pre-Manufactured Edge Metal Finishes:
1. Exposed and unexposed surfaces for mill finish flashing, fascia, and coping cap, as shipped from the mill
2. Exposed surfaces for coated panels:
a. Steel Finishes: fluorocarbon finish. Epoxy primer baked both sides, .2-.25 mils thickness as approved by finish coat manufacturer.
Weathering finish as referred by National Coil Coaters Association (NCCA). Provided with the following properties.
1. Pencil Hardness: ASTM D3363, HB-H / NCCA Il-2.
2. Bend: ASTM D-4145, O-T / NCCA II-19
3. Cross-Hatch Adhesion: ASTM D3359, no loss of adhesion
4. Gloss (60 deg. angle): ASTM D523, 25+/-5%
5. Reverse Bend: ASTM D2794, no cracking or loss of adhesion
6. Nominal Thickness: ASTM DlOOS
a. Primer: 0.2 mils
b. Topcoat, o. 7 mils min
c. Clear Coat (optional, only used with 22 ga, steel) 0.3 mils
7. Color: Provide as specified. (Subject to minimum quantities) B. Flashing Boot - SolarBright Flashing Boot: KEE pipe boot for sealing single or multiple pipe penetrations adhered in approved adhesives as recommended and furnished by the membrane manufacturer.
C. Vents and Breathers: Heavy gauge aluminum and fully insulated vent that allows moisture and air to escape but not enter the roof system as recommended and furnished by the membrane manufacturer.
D. Pitch pans, Rain Collar 24 gauge stainless or 20oz (567gram) copper. All joints should be welded/soldered watertight, See details for design.
E. Drain Flashings should be 41b (1.8kg) sheet lead formed and rolled. 07 55 00- MODIFIED MEMBRANE ROOFING
F. Plumbing stacks are too have SolarBright Flashing Boots. Caulking and banding will be required with the specified sealant.
G. Liquid Flashing - Tuff-Flash: An asphaltic-polyurethane, low odor, liquid flashing material designed for specialized details unable to be waterproofed with typical modified membrane flashings.
1. Tensile Strength, ASTM D 412: 400 psi
2. Elongation, ASTM D 412: 300%
3. Density @77 deg. F 8.5 lb/gal typical
H. Fabricated Flashings: Fabricated flashings and trim are specified in Section 07620,
1. Fabricated flashings and trim shall conform to the detail requirements of SMACNA "Architectural Sheet Metal Manual" and/or the CDA Copper Development Association "Copper in Architecture - Handbook" as applicable.
I. Manufactured Roof Specialties: Shop fabricated copings, fascia, gravel stops, control joints, expansion joints, joint covers and related flashings and trim are specified in Section 07.
1. Manufactured roof specialties shall conform to the detail requirements of SMACNA "Architectural Sheet Metal Manual" and/or the NRCA "Roofing and Waterproofing Manual" as applicable.
3.EXECUTION
3.1. EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. Inspect and approve the deck condition, slopes and fastener backing if applicable, parapet walls, expansion joints, roof drains, stack vents, vent outlets, nailers and surfaces and elements.
C. Verify that work penetrating the roof deck, or which may otherwise affect the roofing, has been properly completed.
D. If substrate preparation and other conditions are the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
3.2. PREPARATION
A. General: Clean surfaces thoroughly prior to installation.
1. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.
2. Fill substrate surface voids that are greater than 1/4 inch wide with an acceptable fill material.
3. Roof surface to receive roofing system shall be smooth, clean, free from loose gravel, dirt and debris, dry and structurally sound.
4. Wherever necessary, all surfaces to receive roofing materials shall be power broom and vacuumed to remove debris and loose matter prior to starting work.
5. Do not apply roofing during inclement weather. Do not apply roofing membrane to damp, frozen, dirty, or dusty surfaces.
07 55 00- MODIFIED MEMBRANE ROOFING
6. Fasteners and plates for fastening components mechanically to the substrate shall provide a minimum pull-out capacity of 300 lbs. (136 k) per fastener. Base or ply sheets attached with cap nails require a minimum pullout capacity of 40 lb. per nail.
7, Prime decks where required, in accordance with requirements and recommendations of the primer and deck manufacturer.
B. Wood Deck:
1. Dimensional wood deck shall be minimum 1 inch (25 mm) thick, knotholes and cracks larger than 1/4 inch shall be covered with sheet metal. All boards shall be appropriately nailed and have adequate end bearing to the centers of beams/rafters. Lumber shall be kiln dried.
2. Plywood shall be a minimum 15/32 inch (11.9 mm) thick and conform to the standards and installation requirements of the American Plywood Association (APA).
3. If no roof insulation is specified, provide a suitable dry sheathing paper, followed by an approved base sheet nailed appropriately for the specified roof system, with 1 inch (25 mm) diameter caps and annular nails unless otherwise required by the applicable Code or Approval agency.
4. Insulation is to be mechanically attached in accordance with the insulation manufacturer's recommendations unless otherwise required by the applicable Code.
5. In all retrofit roof applications, it is required that deck be inspected for defects. Any defects are to be corrected per the deck manufacturer's recommendations and standards of the APA/Engineered Wood Association prior to new roof application.
6. Light metal wall ties or other structural metal exposed on top of the wood deck shall be covered with one ply of a heavy roofing sheet, such as HPR Glasbase Base Sheet, extending 2 inches to 6 inches (51 mm to 152 mm) beyond the metal in all directiOns. Nail in place before applying the base ply.
3.3. INSTALLATION - GENERAL
A. Install modified bitumen membranes and flashings in accordance with manufacturer's instructions and with the recommendations provided by the National Roofing Contractors Association's Roofing & Waterproofing Manual, the Asphalt Roofing Manufacturers Association, and applicable codes.
B. General: Avoid installation of modified bitumen membranes at temperatures lower than 40-45 degrees F. When work at such temperatures unavoidable use the following precautions:
1. Take extra care during cold weather installation and when ambient temperatures are affected by wind or humidity, to ensure adequate bonding is achieved between the surfaces to be joined. Use extra care at material seam welds and where adhesion of the applied product to the appropriately prepared substrate as the substrate can be affected by such temperature constraints as well.
2. Unrolling of cold materials, under low ambient conditions must be avoided to prevent the likelihood of unnecessary stress cracking. Rolls must be at least 40 degrees F at the time of application. If the membrane roll becomes stiff or difficult to install, it must be replaced with roll from a heated storage area.
07 55 00- MODIFIED MEMBRANE ROOFING
C. Commence installation of the roofing system at the lowest point of the roof (or roof area), working up the slope toward the highest point. Lap sheets shingle fashion so as to constantly shed water
D. All slopes greater than 2: 12 require back-nailing to prevent slippage of the ply sheets. Use ring or spiral-shank 1 inch cap nails, or screws and plates at a rate of 1 fastener per ply (including the membrane) at each insulation stop. Place insulation stops at 16 ft o.c. for slopes less than 3: 12 and 4 feet o.c. for slopes greater than 3: 12. On non-insulated systems, nail each ply directly into the deck at the rate specified above. When slope exceeds 2: 12, install all plies parallel to the slope (strapping) to facilitate backnailing. Install 4 additional fasteners at the upper edge of the membrane when strapping the plies.
3.4. INSULATION INSTALLATION:
A. Attachment of Insulation:
1. Mechanically fasten base layers of insulation to deck in accordance with roofing manufacturer's wind uplift calculation.
a. Use fastener type and fastening pattern as required to achieve wind resistance specified.
2. Embed tapered insulation, crickets and cover board as specified in 07220 Roof Insulation and in accordance with roofing and insulation manufacturers' instructions.
3. Cover board shall be installed as specified in Section 07220 Roof Insulation.
B. Provide insulation with joints staggered minimum 6 inch from joints of proceeding layer.
C. Place tapered insulation to the required slope pattern in accordance with manufacturer1
s instructions.
D. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof.
E. At roof drains, use factory-tapered boards to slope down to roof drains over a distance of 18 inches.
G. Do not apply more insulation than can be covered with membrane in same day.
3.5. INSTALLATION OF COLD APPLIED ROOF SYSTEM
A. Base Ply: Cut base ply sheets into 18 foot lengths and allow plies to relax before installing. Install base sheet in Interply Adhesive: applied at the rate required by the manufacturer. Shingle base sheets uniformly to achieve one ply throughout over the prepared substrate. Shingle in proper direction to shed water on each large area of roofing.
1. Lap ply sheet ends 8 inches. Stagger end laps 12 inches minimum.
2. Solidly bond to the substrate and adjacent ply with specified cold adhesive at the rate of 2 to 2-1/2 gallons per 100 square feet.
3. Roll must push a puddle of adhesive in front of it with adhesive slightly visible at all side laps. Use care to eliminate air entrapment under the membrane.
4. Install subsequent rolls of modified across the roof as above with a minimum of 4 inch side laps and 8 inch staggered end laps. Lay modified membrane in the same direction as the under/ayers but the laps shall not coincide with the laps of the base layers.
5. Extend plies 2 inches beyond top edges of cants at wall and projection 07 55 00- MODIFIED MEMBRANE ROOFING
bases.
6. Install base flashing ply to all perimeter and projection details.
7. Allow the one ply of base sheet to cure at least 30 minutes before installing the KEE membrane.
8. Thermoplastic Cap Ply: Allow the membrane to relax before installing.
Install in interply adhesive applied at the rate required by the manufacturer. Shingle sheets uniformly over the prepared substrate to achieve the number of plies specified. Shingle in proper direction to shed water on each large area of roofing.
9. All field seams exceeding 10 feet in length shall be welded with an approved automatic welder.
10. All field seams must be clean and dry prior to initiating any field welding.
Remove foreign materials from the seams (dirt, oils, etc.) with acetone or authorized alternative. Use CLEAN WHITE COTTON cloths and allow approximately five minutes for solvents to dissipate before initiating the automatic welder. Do not use denim or synthetic rags for cleaning.
11. Contaminated areas within a membrane seam will inhibit proper welding and will require a membrane patch or strip.
12. All welding shall be performed only by qualified personnel to ensure the quality and continuity of the weld. The lap or seam area of the membrane may be intermittently tack welded to hold the membrane in place.
13. The back interior edge of the membrane shall be welded first, with a thin, continuous weld to concentrate heat along the exterior edge of the lap during the final welding pass.
14. Follow local code requirements for electric supply, grounding and surge protection. The use of a dedicated, portable generator is highly recommended to ensure a consistent electrical supply, without fluctuations that can interfere with weld consistency.
15. Properly welded seams shall utilize a 1.5 inch wide nozzle, to create a homogeneous weld, a minimum of 1.5 inches in width.
B. Fibrous Cant Strips: Provide non-combustible perlite or glass fiber cant strips at all wall/curb detail treatments where angle changes are greater than 45 degrees.
Cant may be set in approved cold adhesives, hot asphalt or mechanically attached with approved plates and fasteners.
C. Wood Blocking, Nailers and Cant Strips: Provide wood blocking, nailers and cant strips as specified in Section 06114.
1. Provide nailers at all roof perimeters and penetrations for fastening membrane flashings and sheet metal components.
2. Wood nailers should match the height of any insulation, providing a smooth and even transition between flashing and insulation areas.
3. Nailer lengths should be spaced with a minimum 1/8 inch gap for expansion and contraction between each length or change of direction.
4. Nailers and flashings should be fastened in accordance with Factory Mutual "Loss Prevention Data Sheet 1- 49, Perimeter Flashing" and be designed to be capable of resisting a minimum force of 200 lbs/lineal foot in any direction.
D. Metal Work: Provide metal flashings, counter flashings, parapet coping caps and thru-wall flashings as specified in Section 07620 or Section 07710. Install in accordance w·Ith the SMACNA "Architectural Sheet Metal Manual" or the NRCA Roofing Waterproofing manual.
07 55 00- MODIFIED MEMBRANE ROOFING
E. Termination Bar: Provide a metal termination bar or approved top edge securement at the terminus of all flashing sheets at walls and curbs. Fasten the bar a minimum of 8 inches (203 mm) o/c to achieve constant compression.
Provide suitable, sealant at the top edge if required.
F. Flashing Base Ply: Install flashing sheets by the same application method used for the base ply.
1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a daily basis. Do not permit conditions to exist that will allow moisture to enter behind, around or under the roof or flashing membrane.
2. Prepare all walls, penetrations, expansion joints and where shown on the Drawings to be flashed with required primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.
3. Adhere to the underlying base ply with specified flashing ply adhesive unless otherwise specified. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.
4. Solidly adhere the entire flashing ply to the substrate. Secure the tops of all flashings that are not run up and over curb through termination bar fastened at 6 inches (152 mm) O.C. and sealed at top.
5. Coordinate counter flashing, cap flashings, expansion joints and similar work with modified bitumen roofing work as specified.
6. Coordinate roof accessories, miscellaneous sheet metal accessory items, including piping vents and other devices with the roofing system work.
7. Secure the top edge of the flashing sheet using a termination bar only when the wall surface above is waterproofed, or nailed 4 inches on center and covered with an acceptable counter flashing.
G. Flashing Cap Ply:
1. Seal curb, wall and parapet flashings with an application of mastic and mesh on a daily basis. Do not permit conditions to exist that will allow moisture to enter behind, around or under the roof or flashing membrane.
2. Prepare all walls, penetrations, expansion joints and where shown on the Drawings to be flashed with required primer at the rate of 100 square feet per gallon. Allow primer to dry tack free.
3. Adhere to the underlying base flashing ply with specified flashing ply adhesive unless otherwise specified. Nail off at a minimum of 8 inches (203 mm) o.c. from the finished roof at all vertical surfaces.
4. Coordinate counter flashing, cap flashings, expansion joints and similar work with modified bitumen roofing work as specified.
5. Coordinate roof accessories, miscellaneous sheet metal accessory items with the roofing system work.
6. All stripping shall be installed prior to flashing cap sheet installation.
7. Heat and scrape granules when welding or adhering at cut areas and seams to granular surfaces at all flashings.
8. Secure the top edge of the flashing sheet using a termination bar only when the wall surface above is waterproofed, or nailed 4 inches on center and covered with an acceptable counter flashing.
H. Roof Walkways: Provide walkways in areas indicated on the Drawings or at a minimum;
a. Install walk way pads in a path from all roof access points to and around all HVAC and serviceable mechanical equipment, to and around roof hatches, and as designated by the owner.
07 55 DO- MODIFIED MEMBRANE ROOFING
3,6. INSTALLATION EDGE TREATMENT AND ROOF PENETRATION FLASHING A. Fabricated Flashings: Fabricated flashings and trim are provided as specified in Section 07620.
1. Fabricated flashings and trim shall conform to the detail requirements of SMACNA "Architectural Sheet Metal Manual" and/or the Copper Development Association "Copper in Architecture - Handbook" as applicable.
B. Metal Edge:
1. Inspect the nailers to assure proper attachment and configuration.
2. Run one ply over the edge. Assure coverage of all wood nailers. Fasten plies with ring shank nails at 8 inches (203 mm) o.c.
3. Install continuous cleat and fasten at 6 inches (152 mm) o.c.
4. Install new Clad Metal edge hooked to continuous cleat. Fasten flange to wood nailers every 3 inches (76 mm) o.c. staggered.
5. Strip in flange with KEE Stripping Membrane with 6 inches (152 mm) on to the field of roof. Assure ply laps do not coincide with metal laps.
C. Roof Edge With Gutter:
1. Inspect the nailer to assure proper attachment and configuration. Increase slope at metal edge by additional degree of slope in first board.
2. Run one ply over the edge. Assure coverage of all wood nailers. Fasten plies with ring shank nails at 8 inches (203 mm) o.c.
3. Install gutter and strapping.
4. Install continuous cleat and fasten at 6 inches (152 mm) o.c.
5. Install new Clad Metal metal edge hooked to continuous cleat and Fasten flange to wood nailer every 3 inches (76 mm) o.c. staggered.
6. Strip in flange with KEE Membrane Stripping ply covering entire flange.
Assure ply laps do not coincide with metal laps.
D. Scupper Through Wall (Overflow):
1. Inspect the nailer to assure proper attachment and configuration.
2. Run one ply over nailer up the overflow, into the scupper hole and up flashing as in typical wall flashing detail. Assure coverage of all wood nailers.
3. Install scupper box in a 1/4 inch (6 mm) bed of mastic. Assure all box seams are soldered and have a minimum 4 inch (101 mm) flange. Make sure all corners are closed and soldered.
4. Fasten flange of scupper box every 3 inches (76 mm) o.c. staggered.
5. Strip in flange scupper box with KEE Stripping ply covering entire area with 6 inch (152 mm) overlap on to the field of the roof and wall flashing.
E. Coping Cap:
1. Minimum flashing height is 8 inches (203 mm) above finished roof height.
Maximum flashing height is 24 inches (609 mm).
2. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).
3. Attach tapered board to top of wall.
4. Install base flashing ply covering entire wall and wrapped over top of wall and down face with 6 inches (152 mm) on to field of roof and set in cold adhesive. Nail membrane at 8 inches (203 mm) o.c.
5. Install continuous cleat and fasten at 6 inches (152 mm) o.c. to outside wall.
07 55 00- MODIFIED MEMBRANE ROOFING
6. Install new metal coping cap hooked to continuous cleat.
7. Fasten inside cap 24 inches (609 mm) o.c. with approved fasteners and neoprene washers through slotted holes, which allow for expansion and contraction.
F. Surface Mounted counterflashing:
1. Minimum flashing height is 8 inches (203 mm) above finished roof height.
Maximum flashing height is 24 inches (609 mm). Prime vertical wall at a rate of 100 square feet per gallon and allow to dry.
2, Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).
3. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to field of the roof.
4. Install KEE Membrane ply in adhesive over the base flashing ply, 9 inches (22.8 mm) on to the field of the roof.
5. Apply butyl tape to wall behind flashing. Secure termination bar through flashing, butyl tape and into wall. Alternatively use caulk to replace the butyl tape.
6. Secure counterflashing set on butyl tape above flashing at 8 inches (203 mm) o.c. and caulk top of counterflashing.
G. Curb Detail/Air Handling Station:
1. Minimum curb height is 8 inches (203 mm) above finished roof height. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).
2. Install base flashing ply covering curb set in bitumen with 6 inches (152 mm) on to field of the roof.
3. Install a KEE Membrane ply in adhesive over the base flashing ply, 9 inches (228 mm) on to the field of the roof.
4. Install pre-manufactured counterflashing with fasteners and neoprene washers or per manufacturer's recommendations.
5. Set equipment on neoprene pad and fasten as required by equipment manufacturer.
H. Roof Drain:
1. Plug drain to prevent debris from entering plumbing.
2. Taper insulation to drain minimum of 24 inches (609 mm) from center of drain.
3. Install base flashing ply (40 inch square minimum) in bitumen.
4. Set lead/copper flashing (30 inch square minimum) in 1/4 inch (6 mm) bed of mastic. Run lead/copper into drain a minimum of 2 inches (SO mm).
Prime lead/copper at a rate of 100 square feet per gallon and allow to dry.
5. Run roof system plies over drain. Cut out plies inside drain bowl.
6. Install modified membrane ( 48 inch square minimum) in bitumen.
7. Install clamping ring and assure that all plies are under the clamping ring.
8. Remove drain plug and install strainer.
I. Plumbing Stack:
1. Minimum stack height is 12 inches (609 mm).
2. Run roof system over the entire surface of the roof. Seal the base of the stack with elastomeric sealant.
3. Set lead/copper flashing in 1/4 inch (6 mm) bed of mastic.
4. Caulk the intersection of the membrane with elastomeric sealant.
5. Install KEE Membrane Boot, clamp and seal the top with urethane sealant. 07 55 00- MODIFIED MEMBRANE ROOFING
J. Heat Stack:
1. Minimum stack height is 12 inches (609 mm).
2. Run roof system over the entire surface of the roof. Seal the base of the stack with elastomeric sealant.
3. Prime flange of new sleeve. Install properly sized sleeves set in 1/4 inch (6 mm) bed of roof cement.
4. Install base flashing ply in bitumen.
5, Install modified membrane in bitumen.
6. Caulk the intersection of the membrane with elastomeric sealant.
7. Install new collar over cape. Weld collar or install stainless steel draw brand.
3.7. CLEANING
A. Clean-up and remove daily from the site all wrappings, empty containers, paper, loose particles and other debris resulting from these operations.
B. Remove asphalt markings from finished surfaces.
C. Repair or replace defaced or disfigured finishes caused by Work of this section.
3.8. PROTECTION
A. Provide traffic ways, erect barriers, fences, guards, rails, enclosures, chutes and the like to protect personnel, roofs and structures, vehicles and utilities.
B. Protect exposed surfaces of finished walls with tarps to prevent damage.
C. Plywood for traffic ways required for material movement over existing roofs shall be not less than 5/8 inch (16 mm) thick.
D. In addition to the plywood listed above, an underlayment of minimum 1/2 inch (13 mm) recover board is required on new roofing.
E. Special permission shall be obtained from the Manufacturer before any traffic shall be permitted over new roofing.
3.9. FIELD QUALITY CONTROL
A. Inspection: Provide manufacturer's field observations at start-up and two (2) days per week through project completion. Provide a final inspection upon completion of the Work.
1. Warranty shall be issued upon manufacturer's acceptance of the installation.
2. Field observations shall be performed by a representative employed fulltime by the manufacturer and whose primary job description is to assist, inspect and approve membrane installations for the manufacturer.
3. Provide observation reports from the representative indicating procedures followed, weather conditions and any discrepancies found during inspection.
4. Provide a final report from the representative, certifying that the roofing system has been satisfactorily installed according to the project specifications, approved details and good general roofing practice.
3.10.SCHEDULES
07 55 00- MODIFIED MEMBRANE ROOFING
A. Base (Ply) Sheet: Flexbase BO Base Sheet (BO mil): BO mil SBS (StyreneButadiene-Styrene) rubber modified roofing membrane reinforced with a fiberglass scrim, performance requirements according to ASTM D 6163. a. Tensile Strength, ASTM D 5147
1. 2 in/min. @ 73.4 +/· 3.6 deg. F MD 225 lbf/in XD 225 lbf/in
2. 50mm/min. @ 23 +/· 2 deg. C MD 8.75 kN/m XD 8.75 kN/m b. Tear Strength, ASTM D 5147
1. 2 in/min. @ 73.4 +/· 3.6 deg. F MD 300 lbf XD 300 lbf
2. 50mm/min. @ 23 +/· 2 deg. C MD 444.8 N XD 444.8 N
c. Elongation at Maximum Tensile, ASTM D 5147
1. 2 in/min. @ 73.4 +/· 3.6 deg. F MD 7.0 % XD 7.0 %
2. 50mm/min@ 23 +/· 2 deg. C MD 7.0 % XD 7.0 %
d. Low Temperature Flexibility, ASTM D 5147, Passes ·30 deg. F (·28.8 deg. C)
B. Thermoplastic/Modified Cap (Ply) Sheet:
1. KEE-Stone FB 60: 60 mil thermoplastic, ketone ethylene ester (KEE) roofing membrane with polyester scrim. ASTM D6754
a. Breaking Strength, ASTM D 751, Proc. B, strip
1. 375 lbf. (1,668 N)
b. Tear Strength ASTM D 751
1. 120 lbf. min. (534 NJ
c. Elongation at Break (%), ASTM D 751, Proc. B, Strip
1. 40.0%
C. Interply Adhesive's:
1. Green-Lock Plus Membrane Adhesive: Cold applied solvent free membrane adhesive: zero V.O.C. compliant performance requirements:
a. Non-Volatile Content ASTM D 4586 100%
b. Density ASTM D 1475 11.4 lbs./gal. (1.36 g/m3)
c. Viscosity Brookfield 20,000-50,000 cPs.
d. Flash Point ASTM D 93 400 deg. F min. (232 deg. C)
e. Slope: up to 3: 12
2. Flashing Ply Adhesive: Green-Lock Plus Flashing Adhesive: Cold applied solvent free flashing adhesive: zero V.O.C.
a. Non-Volatile Content ASTM D 4586 100%
b. Density ASTM D 1475 11.8 lbs./gal. (1.17 g/cm3)
c. Viscosity Brookfield 400,000 cPs.
d. Flash Point ASTM D 93 400 deg. F min. (232 deg. C) G
3. KEE-Lock Spatter Spray: Dual component, single bead (spatter applied) urethane insulation/membrane adhesive.
a. Tensile Strength (ASTM D 412) 250 psi
b. Density (ASTM D 1875) 8.5 lbs./gal.
c. Viscosity (ASTM D 2556) 22,000 • 60,000 cP
d. Peel Strength (ASTM D 903) 17 lb./in.
e. Flexibility (ASTM D 816) Pass@ ·70 deg. F (·56.7 deg. C)
4. Flashing Ply Adhesive: KEE-Lock WB Bonding Adhesive: Contact bonding adhesive specifically designed for bonding KEE membranes and flashings to vertical substrates.
a. Coverage: 1 - 1.5 gal per sq both sides
07 55 00· MODIFIED MEMBRANE ROOFING
b. Color: Blue
c. voe: o g/1
D. Surfacing:
1. Flashing Membrane Sheet:
2. KEE-Stone NF 60 Flashing
1. Breaking Strength: 375
2. Tear Strength: 145 x 200
3. Color: White
4. Thickness: 60 mil
3.10 ROOFING INSTALLER'S WARRANTY
A. WHEREAS ______________ of
------------~ herein called the "Roofing Installer," has performed roofing and associated work ("work") on the following project:
1. Owner: ________ _
2. Address: _______ _
3. Building Name/Type: _______ _
4. Address: _______ _
5. Area of work: _________ _
6. Acceptance Date: _______ _
7. Warranty Period: Five Years.
8. Expiration Date: ________ _
B. AND WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor) to warrant said work against leaks and faulty or defective materials and workmanship for designated Warranty Period, C. NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth, that during Warranty Period he will, at his own cost and expense, make or cause to be made such repairs to or replacements of said work as are necessary to correct faulty and defective work and as are necessary to maintain said work in a watertight condition.
D. This Warranty is made subject to the following terms and conditions:
1. Specifically excluded from this Warranty are damages to work and other parts of the building, and to building contents, caused by:
a. lightning;
b, peak gust wind speed exceeding 120 MPH;
c. fire;
d. failure of roofing system substrate, including cracking, settlement, excessive deflection, deterioration, and decomposition; e. faulty construction of parapet walls, copings, chimneys, skylights, vents, equipment supports, and other edge conditions and penetrations of the work;
f, vapor condensation on bottom of roofing; and
g, activity on roofing by others, including construction contractors, maintenance personnel, other persons, and animals, whether authorized or unauthorized by Owner.
2. When work has been damaged by any of foregoing causes, Warranty shall be null and void until such damage has been repaired by Roofing Installer and 07 55 00- MODIFIED MEMBRANE ROOFING
until cost and expense thereof have been paid by Owner or by another responsible party so designated.
3. Roofing Installer is responsible for damage to work covered by this Warranty but is not liable for consequential damages to building or building contents resulting from leaks or faults or defects of work.
4. During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer, including cutting, patching, and maintenance in connection with penetrations, attachment of other work, and positioning of anything on roof, this Warranty shall become null and void on date of said alterations, but only to the extent said alterations affect work covered by this Warranty. If Owner engages Roofing Installer to perform said alterations, Warranty shall not become null and void unless Roofing Installer, before starting said work, shall have notified Owner in writing, showing reasonable cause for claim, that said alterations would likely damage or deteriorate work, thereby reasonably justifying a limitation or termination of this Warranty.
5. During Warranty Period, if original use of roof is changed and it becomes used for, but was not originally specified for, a promenade, work deck, spray-cooled surface, flooded basin, or other use or service more severe than originally specified, this Warranty shall become null and void on date of said change, but only to the extent said change affects work covered by this Warranty.
6. Owner shall promptly notify Roofing Installer of observed, known, or suspected leaks, defects, or deterioration and shall afford reasonable opportunity for Roofing Installer to inspect work and to examine evidence of such leaks, defects, or deterioration.
7. This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall not operate to restrict or cut off Owner from other remedies and resources lawfully available to Owner in cases of roofing failure.
Specifically, this Warranty shall not operate to relieve Roofing installer of responsibility for performance of original work according to requirements of the Contract Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner's General Contractor.
E. IN WITNESS THEREOF, this instrument has been duly executed this ____ _ day of--------~ ________ .
1. Authorized Signature: __________________ _ 2. Name: __________________ .
3. Title: ___________________ .
END OF SECTION
07 55 00- MODIFIED MEMBRANE ROOFING
SECTION 07 62 00
SHEET METAL FLASHING AND TRIM
1.GENERAL
1. RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
2. SUMMARY
A. Section Includes:
1. Manufactured through-wall flashing with counterflashing
2. Formed low-slope roof sheet metal fabrications.
3. Formed wall, coping, and soffit sheet metal fabrications.
4. Formed equipment support flashing
5. Surface mounted counter flashing
6. Manufactured reglets and counter-flashing
7. Edge metal/ gravel stop and cleat flashing
8. Gutters & Downspouts
B. Related Requirements:
1. Division 06 "Rough Carpentry" for wood nailers, curbs, and blocking.
2. Division 07 "Membrane Roofing" for materials and installation of sheet metal flashing and trim integral with roofing.
3. Division 07 "Asphalt Shingles" for materials and installation of sheet metal flashing and trim integral with roofing.
3. COORDINATION
A. Coordinate sheet metal flashing and trim layout and seams with sizes and locations of penetrations to be flashed, and joints and seams in adjacent materials.
B. Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials, joints, and seams to provide leak proof, secure, and noncorrosive installation.
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4. PREINSTALLATION MEETINGS
A. Pre Installation Conference: Conduct conference at Project site.
1. Review construction schedule. Verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.
2. Review special roof details, roof drainage, roof-penetration flashing, equipment curbs, and condition of other construction that affect sheet metal flashing and trim.
3. Review requirements for insurance and certificates if applicable.
4. Review sheet metal flashing observation and repair procedures after flashing installation.
5. SUBMITTALS
A. Product Data: For each type of product.
1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each manufactured product and accessory.
B. Shop Drawings: For sheet metal flashing and trim.
1. Include plans, elevations, sections, and attachment details.
2. Detail fabrication and installation layouts, expansion-joint locations, and keyed details. Distinguish between shop- and field-assembled work.
3. Include identification of material, thickness, weight, and finish for each item and location in Project.
4. Include details for forming, including profiles, shapes, seams, and dimensions.
5. Include details for joining, supporting, and securing, including layout and spacing of fasteners, cleats, clips, and other attachments. Include pattern of seams.
6. Include details of termination points and assemblies.
7. Include details of expansion joints and expansion-joint covers, including showing direction of expansion and contraction from fixed points.
8. Include details of roof-penetration flashing.
9. Include details of edge conditions, including eaves, ridges, valleys, rakes, crickets, and counter flashings as applicable.
10. Include details of special conditions.
11. Include details of connections to adjoining work.
12. Detail formed flashing and trim at scale of not less than 3 inches per 12 inches
C. Samples for Initial Selection: For each type of sheet metal and accessory indicated with factory-applied finishes.
D. Samples for Verification: For each type of exposed finish.
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1. Sheet Metal Flashing: 12 inches (300 mm) long by actual width of unit, including finished seam and in required profile. Include fasteners, cleats, clips, closures, and other attachments.
2. Trim, Metal Closures, Expansion Joints, Joint Intersections, and Miscellaneous Fabrications: 12 inches (300 mm) long and in required profile. Include fasteners and other exposed accessories.
6. INFORMATIONAL SUBMITTALS
A. Qualification Data: For fabricator.
B. Product Certificates: For each type of coping and roof edge flashing that is ANSI SPRI ES-1 tested.
C. Product Test Reports: For each product, for tests performed by a qualified testing agency.
D. Sample Warranty: For special warranty.
7, CLOSEOUT SUBMITTALS
A. Maintenance Data: For sheet metal flashing and trim, and its accessories, to include in maintenance manuals.
8. QUALITY ASSURANCE
A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance.
1. For copings and roof edge flashings that are SPRI ES-1 tested, shop shall be listed as able to fabricate required details as tested and approved.
9. DELIVERY, STORAGE, AND HANDLING
A. Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials away from uncured concrete and masonry.
B. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to extent necessary for period of sheet metal flashing and trim installation.
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10, WARRANTY
A. Owner shall receive one (1) 30 Year No Dollar Limit warranty from manufacturer of roofing materials covering all of the following criteria.
Multiple warranties are not acceptable.
1. Pre-finished metal material shall require a written twenty (20)-year non-prorated warranty covering fade, chalking and film integrity. The material shall not show a color change greater than 5 NBS color units per ASTM D2244 or chalking excess of 8 units per ASTM D659. If either occurs material shall be replaced per warranty, at no cost to the Owner.
2. Changes: Changes or alterations in the edge metal system without prior written consent from the manufacturer shall render the system unacceptable for a warranty.
3. Warranty shall commence on date of substantial completion or final payment, whichever is agreed by contract.
4. The Contractor shall provide the Owner with a notarized written warranty assuring that all sheet metal work including caulking and fasteners to be watertight and secure for a period of two years from the date of final acceptance of the building. Warranty shall include all materials and workmanship required to repair any leaks that develop, and make good any damage to other work or equipment caused by such leaks or the repairs thereof.
5. Installing roofing contractor shall be responsible for the installation of the edge metal system in general accordance with the membrane manufacturer's recommendations.
6. Installing contractor shall certify that the edge metal system has been installed per the manufacturer's printed details and specifications.
7. One manufacturer shall provide a 30 Year No Dollar Limit Warranty as a single warranty for all accessory metal for flashings, metal edges and copings, along with the warranty for metal roof areas, membrane roof areas, and any transitions between two different material types.
2.PRODUCTS
1. PERFORMANCE REQUIREMENTS
A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.
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B. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated.
C. Sheet Metal Standard for Copper: Comply with CDA's "Copper in Architecture Handbook." Conform to dimensions and profiles shown unless more stringent requirements are indicated,
D. SPRI Wind Design Standard: Manufacture and install roof edge flashings tested according to SPRI ES-1 and capable of resisting the following design pressure:
1. Design Pressure: As indicated on Drawings.
E. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes to prevent buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.
1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces.
2, COPING
A. The design is based upon roofing systems engineered and manufactured by the Garland Company:
The Garland Company, Inc.
Rich Jones
Telephone: 559-647-1196
Email: [email protected]
1. General: Product designations for the materials used in this section shall be based on performance characteristics of the R-MER Edge System manufactured by the Garland Company, Cleveland, OH, and shall form the basis of the contract documents.
2. R-Mer Edge Fascia or Extruded Fascia Continuous Cant a. Zinc-coated steel, ASTM A653, coating designation G-90, in thickness of 0.0299 nom./ 22 gauge, 36" to 48" by coil length, chemically treated, commercial or lock-forming quality.
3. R-Mer Edge Coping Chairs
a. Zinc-coated steel, ASTM A653, coating designation G-90, in thickness of 0.0635 nom./ 16 gauge, 36" to 48" by coil length, chemically treated, commercial or lock-forming quality.
4. R-Mer Edge Fascia/drip edge
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a. Zinc-coated steel, ASTM A653, coating designation G-90, in thickness of 22 gauge, 36" to 48" by coil length, chemically treated, commercial or lock-forming quality.
5. R-Mer Edge Coping
a. Zinc-coated steel, ASTM A653, coating designation G-90, in thickness of 22 gauge 36" to 48" by coil length, chemically treated, commercial or lock-forming quality. 3, SHEET METALS
A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping.
B. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M, G90 (Z275) coating designation; prepainted by coil-coating process to comply with ASTM A 755/A 755M.
1. Surface: Smooth, flat and with manufacturer's standard clear acrylic coating on both sides.
2. Exposed Coil-Coated Finish:
a. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.
3. Color: Match Architect's sample
4. Concealed Finish: Pretreat with manufacturer's standard white or lightcolored acrylic or polyester backer finish, consisting of prime coat and wash coat with minimum total dry film thickness of 0.5 mil (0.013 mm).
4. UNDERLAYMENT MATERIALS
A. Self-Adhering, High-Temperature Sheet: Minimum 45 mils thick, consisting of a slip-resistant polyethylene- or polypropylene-film top surface laminated to a layer of butyl- or SBS-modified asphalt adhesive, with release-paper backing; specifically designed to withstand high metal temperatures beneath metal roofing. Provide primer according to written recommendations of underlayment manufacturer.
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1. The Garland Company Inc., 3800 E. 91st Street Cleveland OH 44105; R-Mer Seal self-adhering underlayment. Local Representative: Richard Jones (559) 647-1196 [email protected]
2. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F or higher.
3. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F or lower.
SECTION 076200 - SHEET METAL FLASHING/ TRIM
B. Slip Sheet: Rosin-sized building paper, 3 lb/100 sq. ft. minimum.
5. MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, solder, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal unless otherwise indicated, B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, selflocking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item.
1. General: Blind fasteners or self-drilling screws, gasketed, with hexwasher head, a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory-applied coating, Provide metal-backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal.
b. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened.
c. Spikes and Ferrules: Same material as gutter; with spike with ferrule matching internal gutter width.
2. Fasteners for Zinc-Tin Alloy-Coated Stainless-Steel Sheet: Series 300 stainless steel.
C. Solder:
1. For Zinc-Coated (Galvanized) Steel: ASTM B 32, Grade SnS0, 50 percent tin and 50 percent lead or Grade Sn60, 60 percent tin and 40 percent lead with maximum lead content of 0.2 percent.
D. Sealant Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealant tape with release-paper backing, Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch wide and 1/8 inch thick.
E. Elastomeric Sealant: ASTM C 920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight.
F. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hooked-type expansion joints with limited movement.
G. Bituminous Coating: Cold-applied asphalt emulsion according to ASTM D 1187,
H, Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.
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6, FABRICATION, GENERAL
A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and trim in shop to greatest extent possible.
1. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements, but not less than that specified for each application and metal.
2. Obtain field measurements for accurate fit before shop fabrication.
3. Form sheet metal flashing and trim to fit substrates without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems.
4. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view.
B. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles.
C, Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim.
1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within joints. 2, Use lapped expansion joints only where indicated on Drawings.
D. Sealant Joints: Where movable, non expansion-type joints are required, form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard.
E. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal.
F. Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use.
G. Do not use graphite pencils to mark metal surfaces.
7, ROOF-DRAINAGE SHEET METAL FABRICATIONS
A. Hanging Gutters: Fabricate to cross section required, complete with end pieces, outlet tubes, and other accessories as required. Fabricate in minimum 96-inch- long sections. Furnish flat-stock gutter brackets and flatstock gutter spacers and straps fabricated from same metal as gutters, of size recommended by cited sheet metal standard but with thickness not less than dimension indicated on Drawings. Fabricate expansion joints, SECTION 076200 - SHEET METAL FLASHING/ TRIM
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expansion-joint covers, gutter bead reinforcing bars, and gutter accessories from same metal as gutters. Shop fabricate interior and exterior corners.
1. Gutter Profile: Style B according to cited sheet metal standard.
2. Expansion Joints: Butt type with cover plate.
3. Accessories: Continuous, removable leaf screen with sheet metal frame and hardware cloth screen.
4. Gutters with Girth up to 15 Inches: Fabricate from the following materials:
a. Galvanized Steel: 22 gauge thickness.
B. Downspouts: Fabricate downspouts per plans and details or per size per CA plumbing code. Fabricate from the following materials unless otherwise shown on drawings.
1. Galvanized Steel: 22 gauge thickness.
C. Conductor Heads: Fabricate conductor heads with flanged back and stiffened top edge and of dimensions and shape required, complete with outlet tubes, exterior flange trim, and built-in overflows. Fabricate from the following materials:
1. Galvanized Steel: 22 gauge thickness.
8. WALL SHEET METAL FABRICATIONS
A. Through-Wall Flashing: Fabricate continuous flashings in minimum 96-inchlong, but not exceeding 12-foot long, sections, under copings, and at shelf angles. Fabricate discontinuous lintel, sill, and similar flashings to extend 6 inches beyond each side of wall openings; and form with 2-inch high, end dams. Fabricate from the following materials:
1. Galvanized Steel: 22 gauge thickness.
B. Opening Flashings in Frame Construction: Fabricate head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings. Form head and sill flashing with 2-inch high, end dams. Fabricate from the following materials:
1. Galvanized Steel: 22 gauge thickness.
C. Wall Expansion-Joint Cover: Fabricate from the following materials:
1. Galvanized Steel: 22 gauge thickness.
9. MISCELLANEOUS SHEET METAL FABRICATIONS
A. Equipment Support Flashing: Fabricate from the following materials:
1. Galvanized Steel: 22 gauge thickness.
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B. Overhead-Piping Safety Pans: Fabricate from the following materials:
1. Galvanized Steel: 22 gauge thickness.
3.EXECUTION
1, EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, substrate, and other conditions affecting performance of the Work.
1. Verify compliance with requirements for installation tolerances of substrates.
2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored.
3. Verify that air- or water-resistant barriers have been installed over sheathing or backing substrate to prevent air infiltration or water penetration.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
2. UNDERLAYMENT INSTALLATION
A. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free. Prime substrate if recommended by underlayment manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation; use primer for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches. Roll laps and edges with roller. Cover underlayment within 14 days.
B. Apply slip sheet, wrinkle free, directly on substrate before installing sheet metal flashing and trim.
3. INSTALLATION,GENERAL
A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system.
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1. Install sheet metal flashing and trim true to line, levels, and slopes.
Provide uniform, neat seams with minimum exposure of solder, welds, and sealant.
SECTION 076200 - SHEET METAL FLASHING/ TRIM
2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal.
3. Space cleats not more than 12 inches apart. Attach each cleat with at least two fasteners. Bend tabs over fasteners.
4. Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling and tool marks.
5. Torch cutting of sheet metal flashing and trim is not permitted.
6. Do not use graphite pencils to mark metal surfaces.
B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard.
1. Coat concealed side of stainless-steel sheet metal flashing and trim with bituminous coating where flashing and trim contact wood, ferrous metal, or cementitious construction.
2. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet.
C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet with no joints within 24 inches of corner or intersection.
1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant concealed within joints.
2. Use lapped expansion joints only where indicated on Drawings.
D. Fasteners: Use fastener sizes that penetrate wood blocking or sheathing not less than 1-1/4 inches for nails and not less than 3/4 inch for wood screws.
E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation.
F. Seal joints as required for watertight construction.
1. Use sealant-filled joints unless otherwise indicated. Embed hooked flanges of joint members not less than 1 inch into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is between 40 and 70 deg F, set joint members for SO percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant-type joints at temperatures below 40 deg F.
2. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint Sealants."
G. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges of sheets with solder to width of 1-1/2 inches; SECTION 076200 - SHEET METAL FLASHING / TRIM
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however, reduce pre-tinning where pre-tinned surface would show in completed Work.
1. Do not solder metallic-coated steel sheet.
2. Do not pre-tin zinc-tin alloy-coated stainless steel.
3. Do not use torches for soldering.
4. Heat surfaces to receive solder, and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces.
5. Stainless-Steel Soldering: Tin edges of uncoated sheets, using solder for stainless steel and acid flux. Promptly remove acid flux residue from metal after tinning and soldering. Comply with solder manufacturer's recommended methods for cleaning and neutralization.
6. Copper Soldering: Tin edges of uncoated sheets, using solder for copper.
7. Copper-Clad Stainless-Steel Soldering: Tin edges of uncoated sheets, using solder for copper-clad stainless steel.
H. Rivets: Rivet joints in zinc where necessary for strength.
4. ROOF-DRAINAGE SYSTEM INSTALLATION
A. General: Install sheet metal roof-drainage items to produce complete roofdrainage system according to cited sheet metal standard unless otherwise indicated. Coordinate installation of roof perimeter flashing with installation of roof-drainage system.
B. Hanging Gutters: Join sections with riveted and soldered joints or joints sealed with sealant as shown and specified on drawings or summary/scope of work. Provide for thermal expansion. Attach gutters at eave or fascia to firmly anchor them in position. Provide end closures and seal watertight with sealant. Slope to downspouts.
1. Fasten gutter spacers to front and back of gutter.
2. Anchor and loosely lock back edge of gutter to continuous cleat, eave or apron flashing.
3. Anchor back of gutter that extends onto roof deck with cleats spaced not more than 24 inches apart.
4. Anchor gutter with gutter brackets and straps spaced not more than 24 inches apart to roof deck, unless otherwise indicated, and loosely lock to front gutter bead.
5. Anchor gutter with spikes and ferrules spaced not more than 24 inches apart.
6. Install gutter with expansion joints at locations indicated, but not exceeding, 50 feet apart. Install expansion-joint caps.
7. Install continuous gutter screens on gutters with noncorrosive fasteners, removable for cleaning gutters.
C. Conductor Heads: Anchor securely to wall, with elevation of conductor head rim at minimum of 1 inch below gutter discharge.
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D. Expansion-Joint Covers: Install expansion-joint covers at locations and of configuration indicated. Lap joints minimum of 4 inches in direction of water flow.
S. ROOF FLASHING INSTALLATION
A. General: Install sheet metal flashing and trim to comply with performance requirements, sheet metal manufacturer's written installation instructions, and cited sheet metal standard. Provide concealed fasteners where possible, and set units true to line, levels, and slopes. Install work with laps, joints, and seams that are permanently watertight and weather resistant.
B. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in FM Global Property Loss Prevention Data Sheet 1-49 for FM Approvals' listing for required windstorm classification. All roof edge flashings are to incorporate a minimum 22 gauge continuous cleat.
C. Copings: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated.
1. Interlock exterior bottom edge of coping with continuous cleat anchored to substrate at 24-inch centers.
2. Anchor interior leg of coping with washers and screw fasteners through slotted holes at 24-inch centers.
D. Copings: Anchor to resist uplift and outward forces according to recommendations in FM Global Property Loss Prevention Data Sheet 1-49 for specified FM Approvals' listing for required windstorm classification.
E. Pipe or Post Counterflashing: Install counterflashing umbrella with closefitting collar with top edge flared for elastomeric sealant, extending minimum of 4 inches over base flashing. Install stainless-steel draw band and tighten.
F. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing. Lap counterflashing joints minimum of 4 inches. Secure in waterproof manner by means of interlocking folded seam or blind rivets and sealant, anchor and washer at 36-inch centers unless otherwise indicated.
G. Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation of roofing and other items penetrating roof. Seal with elastomeric sealant and clamp flashing to pipes that penetrate roof.
6. WALL FLASHING INSTALLATION
A. General: Install sheet metal wall flashing to intercept and exclude penetrating moisture according to cited sheet metal standard unless otherwise indicated. Coordinate installation of wall flashing with installation of wall-opening components such as windows, doors, and louvers.
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B. Through-Wall Flashing: Installation of through-wall flashing is specified in Section 042000 "Unit Masonry."Section092400 "Cement Plastering." C. Opening Flashings in Frame Construction: Install continuous head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings.
7. MISCELLANEOUS FLASHING INSTALLATION
A. Equipment Support Flashing: Coordinate installation of equipment support flashing with installation of roofing and equipment. Weld or seal flashing with elastomeric sealant to equipment support member.
B. Overhead-Piping Safety Pans: Suspend pans from structure above, independent of other overhead items such as equipment, piping, and conduit, unless otherwise indicated on Drawings. Pipe and install drain line to plumbing waste or drainage system.
8. ERECTION TOLERANCES
A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles.
B. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerances specified in MCA's "Guide Specification for Residential Metal Roofing."
9. CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.
B. Clean and neutralize flux materials. Clean off excess solder.
C. Clean off excess sealants.
D. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of sheet metal flashing and trim installation, remove unused materials and clean finished surfaces as recommended by sheet metal flashing and trim manufacturer. Maintain sheet metal flashing and trim in clean condition during construction.
E. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures.
END OF SECTION 07 62 00
SECTION 076200 - SHEET METAL FLASHING/ TRIM
14 of 15
ADDENDUM#1
Issued February 7, 2024
Bid Date February 12, 2025 @2:00 pm via email
Livingston Historical Museum Roofing Project 2025
This addendum to the bid package (contract documents) issued on the above date sets forth changes and amendments to the previously published description of work for this project. Questions regarding the following listed changes should be directed to City of Livingston, Anthony Chavarria (209) 394-8044 [email protected] 1tem..1tl - Section 011100 - Summary of Work Item 11, Change to read, Install new 24 Gauge galvanized 2"x2" nosing metal.
Item #2 - Section 011100 - Summary of Work, add item 12, Sand down all flaking paint on the crown molding, historic wood, and paint the wood with Sherwin Williams color matched paint.
Item #3 - Section 011100 - Summary of Work, add item, Install fascia wrap on all "pop outs" to conceal the existing wood. Seal the top and sides with Butyl Tape on the inside and Tuff Stuff Urethane Caulking on the outside.
Item #4 - Please see the attached asbestos report.
End of addendum #1
Addendum #1 must be signed dated and returned with hid to confirm receipt and acknowledgment Signed _ __________ ____ _
Date ________________ _
Print Name ________ ______ _
PROJECT MANUAL
TECHNICAL SPECIFICATIONS
FOR
LIVINGSTON HISTORICAL MUSEUM ROOFING PROJECT
2025
City of Livingston
1416 C Street Livingston, CA 95334
Bid Date: February 12, 2025@ 2:00 PM
SECTION 01110
SUMMARY OF WORK
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including the Conditions of the Contract and Division 01 Specification :=;ections apply to this Section. 1,2 SUMMARY
A. Section includes shingle replacement on the steep slope section along with KEE Stone installation on the low slope section.
B. Related Work Specified Elsewhere:
1. Section 061000 - Rough Carpentry
2. Section 073113 - Asphalt Shingles
3. Section 075500 - KEE Stone
4. Section 076200 - Sheet Metal Flashing and Trim
1.3 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Identification: Livingston Historical Museum Roofing Project 2025 B. Project Location: City of Livingston Historical Museum, 604 Main Street, Livingston, CA 95334
C. Owner: City of Livingston, 1416 C Street, Livingston, CA 95334 D. General scope of work but not limited to;
1. Building A Steep Slope •
2. Includes removal and disposal of existing roofing system(s), insulation board, gutters, downspouts, flashings, copings, etc. for a complete prepared roof surface.
3. Inspect Plywood decking for dry rot. When replacing dry rot before and after pictures are mandatory for billing purposes.
4. Install one layer of R-Mer Seal Self adhering underlayment at all sloped roof areas.
5. Install new asphalt shingles per manufacturers instructions.
6. Install all new 4Ib lead pipe flashings with factory lead counter flashing tops at all pipe penetrations.
7. Install new 24 gauge galvanized sheet metal duct work roof jacks at all locations.
8. Install new sheet metal vents at all locations.
9. Install new fascia board where none is existing or where existing is rotted. There are multiple areas where fascia board is missing at this location.
SECTION 01110- SUMMARY OF WORK
10. Install new 24 gauge galvanized gutters and downspouts at all eave sections.
11. Install new 24 gauge galvanized 3"x3" nosing metal. 12,Building A Low Slope -
13. Includes removal and disposal of existing roofing system(s), insulation board, gutters, downspouts, flashings, copings, etc. for a complete prepared roof surface.
14. Inspect Plywood decking for dry rot. When replacing dry rot before and alter pictures are mandatory for billing purposes.
15. Install one layer of rosin paper secured with square head nails.
16. Install one layer of 1/2" wood fiber board mechanically fastened with screws and plates, 16 per 4x8 board.
17. Install one layer of Flexbase 80 in Green Lock Plus Membrane Adhesive per manufacturers requirements.
18. Install one layer of KEE Stone FB in Spatter Spray Adhesive per manufacturers requirements.
19. Install a clad metal flashing to terminate this system and to seal the top of the shingles.
20. Remove all work generated debris from the roof and from the grounds. Thoroughly run a magnet around the building until all fasteners have been removed.
1.4 WORK COMPLETED BY THE OWNER
A. No work will be completed by the owner.
1.5 TYPE OF CONTRACT
A. Work will be completed under a single prime contract.
1.6 USE OF PREMISES
A. General: Contractor will have limited use of premises for construction operations.
B. Use of site: Limit use of premises to work areas required. Do not disturb portions of the project site beyond areas in which the work is indicated.
C. The building interior is off limits to the contractor. All access shall be from the exterior.
D. The point of exterior access must be approved by the owner.
E. Entrances: Keep all entrances serving the building clear and available to the owner, owner's employees, and emergency vehicles.
F. Use of existing building: Maintain existing building in a weather tight condition throughout the construction period. Repair damage caused by construction operations.
Protect building and occupants during construction.
G. Vehicle Parking: Contractor parking is available on site and will need to be approved by the owner.
SECTION 01110-SUMMARY OF WORK 2
H. Assume full responsibility for protection and safekeeping of materials stored on premises. Coordinate the location of materials and equipment to be stored on premises. Provide barricades, barriers, and enclosures as required to ensure safety.
1.7 OWNERS OCCUPANCY REQUIREMENTS
A. The owner will occupy the building during the entire construction phase. Cooperate with the owner during construction operations to minimize owner conflicts and facilitate owner usage. Perform the work as to not interfere with owners operations.
B. A minimum of 72 hours notice is needed for all activities that will affect the owners operations.
1.8 WORK RESTRICTIONS
A. On site work hours: Work shall generally be performed from the hours of 7:00 am - 5:00 pm Monday through Friday except as otherwise indicated or approved by the owner.
B. Weekend hours, early morning hours, utility shut down, and noisy activity requires owner's authorization a minimum of 72 hours in advance.
1.9 UNIT PRICES
A. The following unit prices will be used to add or deduct from the total contract amount.
10. SCHEDULE OF ALTERNATES
N/A
1.11 PROJECT CONDITIONS
A. Proceed with roofing work only when existing and forecasted weather conditions will permit a unit of work to be installed in accordance with manufacturer's recommendations and warranty requirements.
B. Do n_ot apply roofing insulation or membrane to damp deck surface.
C. Do not expose materials subject to water or solar damage in quantities greater than can be weatherproofed during same day.
1,12 SEQUENCING AND SCHEDULING
A. Sequence installation of roofing with related units of work specified in other sections to ensure that roof assemblies, including roof accessories, flashing, trim and joint sealers, are protected against damage from effects of weather, corrosion and adjacent construction activity.
B. Complete all roofing field assembly work each day. Phased construction will not be accepted.
SECTION 01110- SUMMARY OF WORK 3
1.13 PROJECT TIMELINE
A. Pre-Bid Meeting: January 29, 2025 @ 10:00 am
B. Last Day for Questions: February 5, 2025 @2:00 pm
C. Bid Date: February 12, 2024 @ 2:00 pm
D. Board Approval: ASAP
E. Project Start: ASAP
F. Project Completion: 90 days after Notice to Proceed
END OF SECTION 01 11 00 - SUMMARY OF WORK
SECTION 01110 - SUMMARY OF WORK 4
1.GENERAL
1.1. SECTION INCLUDES
SECTION 07 31 13
ASPHALT SHINGLES
A. Includes all labor, materials, and equipment to install a composition shingle roofing system over the properly prepared substrate.
B. Includes removal and disposal of existing roofing system(s), insulation boards, flashings, sheet metal items, gutters, downspouts, copings, etc. for a complete prepared roof surface to receive the new roofing system.
1.2. RELATED SECTIONS
A. Section 011100 - Summary of Work
B. Section 061000 - Rough Carpentry
C. Section 076200 - Sheet Metal Flashing & Trim
1.3. REFERENCES
A. ASTM International (ASTM):
1. ASTM C209 - Standard Test Methods for Cellulosic Fiber Insulating Board.
2. ASTM C1289 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board.
3. ASTM D226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.
4. ASTM D1621 - Standard Test Method for Compressive Properties of Rigid Cellular Plastics.
5. ASTM D1970 - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection.
6. ASTM D2126 - Standard Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging.
7. ASTM D3018 - Standard Specification for Class A Asphalt Shingles Surfaced with Mineral Granules.
8. ASTM D3161 - Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-Induced Method).
9. ASTM D3462 - Standard Specification for Asphalt Shingles Made from Glass Felt and Surfaced with Mineral Granules.
10. ASTM D4586 - Standard Specification for Asphalt Roof Cement, AsbestosFree.
11. ASTM D4601 - Standard Specification for Asphalt-Coated Glass Fiber Base Sheet Used in Roofing.
12. ASTM D4869 - Standard Specification for Asphalt-Saturated Organic Felt Underlayment Used in Steep Slope Roofing.
13. ASTM D6757 - Standard Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep-Slope Roofing.
14. . ASTM D7158 - Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method).
07 31 13-1
15. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials.
16, ASTM E96 - Standard Test Methods for Water Vapor Transmission of Materials.
17. ASTM El08 - Standard Test Methods for Fire Tests of Roof Coverings.
B. Florida Building Code (FBC),.
1. FL14807 - Underlayments.
2. FL14809 - Asphalt Shingles.
3. FL 23186 • Underlayments.
C. ICC Evaluation Service (ICC-ES),
1. ICC Approval - ESR-1561: Roofing Felt and Underlayment.
2. ICC Approval - ESR-3150: Asphalt Shingles.
3. ICC-ES AC188: Acceptance Criteria for Roof Underlayments.
D. Intertek Testing Services (ITS).
1. Fire Resistance Directory, Current Edition.
2. Code Compliance Research Report - CCRR-1082: Roofing Felt and Underlayment.
E. Underwriters Laboratory (UL):
1. UL 790 - Standard Test Methods for Fire Tests of Roof Coverings.
2. UL 2218 - Impact Resistance of Prepared Roof Covering Materials.
1.4. SUBMITTALS
A. Submit under provisions of Section 01
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation methods.
C. Samples for Selection: For the following products, of sizes indicated: For each product specified, two complete sets of color samples representing manufacturer's full range of available colors and patterns.
1. Asphalt Shingles: Full size.
2, Asphalt Starter Shingles: Full size.
3. Polymer Modified Fiberglass Hip and Ridge Shingles: Full size.
4. Polymer Modified Self-Adhering Fiberglass Reinforced Underlayment: 12 inches (305 mm) square,
5. Nails Used for Fastening Shingles: 5 of each nail type and size.
D. Samples for Verification: For the following products, of sizes indicated: For each product specified, two samples representing actual product, color, and patterns.
1. Asphalt Shingles: Full size,
2. Asphalt Starter Shingles: Full size,
3. Polymer Modified Fiberglass Hip and Ridge Shingles: Full size.
4. Polymer Modified Self-Adhering Fiberglass Reinforced Underlayment: 12 inches (305 mm) square.
5. Nail Used for Fastening Shingles: 5 of each nail type and size.
1.5. QUALITY ASSURANCE
07 31 13-2
A. Primary Roofing Materials Manufacturer Requirements:
1. Manufacturer specified asphalt shingles for a minimum of ten years.
2. Manufacturer shall be an associate member in good standing of either the National Roofing Contractors Association (NRCA), Western States Roofing Contractors Association (WSRCA), or the Midwest Roofing Contractors Association (MRCA).
B. Installer Qualifications: Approved by the manufacturer to install the specified products and provide the specified warranties.
C. Fire-Resistance Characteristics: Where indicated, provide asphalt shingles and related roofing materials identical to those of assemblies tested for fire resistance per test method below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify products with appropriate markings of applicable testing agency.
D. Exterior Fire-Test Exposure: Class A; ASTM E108 or UL 790, for application and roof slopes indicated.
E. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.
1. Finish areas designated by Architect.
2. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect.
3. Refinish mock-up area as required to produce acceptable work.
1.6. DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation.
B. Store and dispose of solvent-based materials, and materials used with solventbased materials, in accordance with requirements of local authorities having jurisdiction.
1.7. PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
1.8. PROJECT MEETINGS
A. Pre-Construction Meeting:
1. Prior to the start of the roofing project, the Owner will hold a job-site meeting and roof tour to review the scope of work.
2. Authorized representatives of the Owner, the Roofing Contractor (Project Superintendent), the asphalt shingle manufacturer, other Subcontractors whose work complements, penetrates, or is mounted on the roof or will use the roof as a work platform, will be in attendance.
3. The agenda for the meeting shall include:
a. A review of the submittals.
b. Distribution of approved submittals.
c. A walkover inspection of the roof.
d. Establishment of a schedule fo.r the work.
07 3113-3
e. Selection of staging and storage locations.
B. Final Inspection: Following the completion of the work, a final inspection shall be scheduled by Owner's Representative. Any uncompleted work shall be noted on a punch list. Final payment shall be made only after punch list is completed.
1.9. WARRANTY
A. Standard Warranty: Shingles subjected to terms and conditions of the standard Manufacturer's Limited Warranty. Wind warranty coverage is subject to the shingles being sealed.
1. Warranty Length: SO years.
2. Limited Term Resistance to Wind: 130 mph (209 kph).
B. Provide a five (5) year workmanship warranty.
C. Upon project completion and acceptance by Owner, the Roofing Contractor shall promptly provide executed copies of the specified warranties.
D. Furnish a list containing the names and contact telephone numbers of the Roofing Contractor's Service Manager, Superintendent, and Project Manager and the Roofing Contractor's current mailing address.
2.PRODUCTS
2.1. MANUFACTURERS
A. Acceptable Manufacturer: Malarkey Roofing Products, which is located at: 3131 N. Columbia Blvd. P. 0. Box 17217; Portland, OR 97217; Toll Free Tel:
800-545-1191; Tel: 503-283-1191; Fax: 503-289-7644; Email: request info ([email protected]); Web: httos://malarkeyroofing.com B. Substitutions: Provide submittal data for substitution review a minimum of five days prior to the bid date. If the substitution is approved an addendum will be sent 48 hours prior to the bid date.
2.2. SHINGLES
A. High Profile Laminate Shingles:
1. Legacy (272) as manufactured by Malarkey Roofing Products. a. Malarkey Legacy shingles hold a Class A Fire Rating. b. As manufactured, Legacy meets the requirements of:
1. ASTM D7158 Class H, ASTM D3462, ASTM D3161 Class F, ASTM D3018 Type I, ASTM E108 Class A, UL 2218 Class 4 Impact Resistance, ICC-ES AC438, and CSA A123.5.
2. ICC Approval: ESR-3150.
3. FBC Approval: No. 14809.
4. Listed with UL and Intertek/WHI.
c. Performance:
1. Limited Material Warranty: SO years.
2. Limited Wind Warranty: 15 years. 110 mph (177 kph).
3. Enhanced Wind Warranty Available: 130 mph (209 kph).
4. Legacy Silverwood is listed with CRRC and compliant with CEC Title 24, Part 6 Cool Roof Requirements.
07 3113-4
5. NEX polymer mix includes recycled rubber and plastics.
6. SEBS polymer modified asphalt laminate adhesive.
7. SEBS asphalt seal-down adhesive.
8. 3M Smog-Reducing Granules.
9. Enlarged nailing area of The Zone.
B. Color: Color shall be selected from the manufacturer's standard colors.
2.3. UNDERLAYMENT
A. R-Mer Seal, Self-Adhering Underlayment by The Garland Company:
1. Product: R-Mer Seal by The Garland Company.
2. Substitutions not permitted.
3. As manufactured, meets requirements of ASTM D1970.
4. Self-adhering sheet shall be nominal 45 mils (1.14 mm) thick,
5. Self-adhering sheet shall be 36 inches (0.91 meter) in width.
6. One (1) roll covers two (2) squares of roof.
2.4. RELATED PRODUCTS
A. Endura Vent Eave and Ridge Vents, below deck ventilation system.
B. NEX Polymer Modified 8 inches (203 mm) ·High-Profile Hip and Ridge: Malarkey No. 222 EZ-Ridge Scotchgard.
C. Full-Width Perforated Starter Shingle: Malarkey Smart Start No. 210.
D. Plastic Roof Cement conforming to ASTM D4586.
E. Fasteners: Hot Dip Galvanized nails with minimum 3/8 inch (9.5 mm) head.
F. Dormer Vents: Construction Metals Inc. low profile stamped dormer, Simpson LPSD20.
2.5. SHEET METAL FLASHING & TRIM
A. Sheet Metal Flashing and Trim: Comply with requirements in Division 7 Section "Sheet Metal Flashing and Trim."
B. Fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item.
1. Step Flashings: 24 gauge minimum. Fabricate with a headlap of 2 inches (50 mm) and a minimum extension of 5 inches (125 mm) over the underlying asphalt shingle and up the vertical surface.
2. Cricket Flashings: 24 gauge minimum. Fabricate with concealed flange extending a minimum 24 inches (600 mm) beneath upslope asphalt shingles and 6 inches (150 mm) above the roof plane.
3. Open Valley Flashings: 24 gauge minimum. Fabricate in lengths not exceeding [10 feet (3 m)] with 1-inch- (25-mm-) high inverted-V profile at center of valley and equal flange widths of 10 inches (250 mm).
4. Drip Edges: 24 gauge minimum. Fabricate in lengths not exceeding [10 feet (3 m)] with 2-inch (SO-mm) roof deck flange and 1-1/2-inch (38-mm) fascia flange with 3/8-inch (9.6-mm) drip at lower edge. 07 31 13-5
S.Vent Pipe Flashings: ASTM B 749, Type L51121, at least 1/16 inch (1.6 mm) thick. Provide 4Ib lead sleeve sized to slip over the pipe and install the factory lead counter flashing cap.
3,EXECUTION
3,1, DELIVERY, STORAGE, AND HANDLING
A. New and dry roof materials delivered to the job site in containers unopened and undamaged. Manufacturer's products stamped with labels, names, and run codes of manufacture and testing laboratory.
B. Store underlayment materials on ends only. Discard rolls which may have been flattened, creased, or otherwise damaged. Place materials on pallets or wood sleepers. Do not stack palletized materials.
C. Cover underlayment rolls with weatherproof materials secured to prevent materials from becoming exposed to moisture. Use breathable tarps.
D. Disperse materials stored on the roof surface to avoid concentrated loading. Set larger concentrations over structural members.
3,2, ENVIRONMENTAL REQUIREMENTS
A. Application of roofing materials shall not be performed when weather conditions interfere with good roofing practices.
3.3. UNOERLAYMENT AND EDGING
A. Apply specified underlayment as follows:
1. Apply a single layer of polymer modified underlayment laid parallel to eaves, lapping to the 4 inch (102 mm) ply line, and 6 inches (152 mm) on ends, end laps staggered 6 feet (1829 mm) from course to course over the entire roof area.
B. Valleys: Only those valley installations listed in the manufacturer's installation instructions shall be permitted.
1. Regardless of valley method used, begin application by centering a fullwidth valley liner of self-adhering underlayment to the roof deck in all valleys.
2. The field underlayment is then woven through the valley over the layer of self-adhering underlayment or lapped 6 inches (152 mm) on each side. If fastening the field underlayment, be aware no fasteners are allowed within 6 inches (152 mm) of the valley centerline.
C. Pipe Flashing: Apply ASTM D1970 underlayment around the pipe, sealing it to the field underlayment prior to installing the metal pipe flashing. Install and secure the metal jack so the bottom flange laps over onto the shingles. Side and top flanges shall have shingles lapping onto the flange. Shingles that lap onto flanges shall be sealed to the metal with asphalt roof cement conforming to ASTM D4586.
D. Perimeter Flashing: Use non-corrosive, 24-gauge sheet metal drip edge flashing. 07 31 13-6
Install prior to underlayment on eave edges of roof and then along rake edges over the ends of installed underlayment. Install drip edge with flanges large enough (recommend 4-inch (102 mm) flanges) to completely cover roof edges.
Secure with galvanized ( or compatible) roofing nails, centered on the top flange at 8 to 10 inches (203 to 254 mm) O.C. or according to local code requirements.
3.4. METAL FLASHING INSTALLATION
A. General: Install metal flashings and other sheet metal to comply with requirements in Division 7 Section "Sheet Metal Flashing and Trim." B. Install metal flashings according to recommendations in ARMA's "Residential Asphalt Roofing Manual" and asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."
C. Apron Flashings: Extend lower flange over and beyond each side of downslope asphalt shingles and up the vertical surface.
D. Step Flashings: Install with a head lap of 2 inches and extend over the underlying asphalt shingle and up the vertical surface. Fasten to roof deck only.
E. Cricket Flashings: Install against the roof-penetrating element extending concealed flange beneath upslope asphalt shingles and beyond each side.
F. Open Valley Flashings: Install centrally in valleys, lapping ends at least 8 inches in direction to shed water. Fasten upper end of each length to roof deck beneath overlap.
G. Secure hemmed flange edges into metal cleats spaced 2 inches apart and fastened to roof deck.
H. Rake Drip Edges: Install rake drip edge flashings over underlayment and fasten to roof deck.
I. Eave Drip Edges: Install eave drip edge flashings below underlayment and fasten to roof sheathing.
J. Pipe Flashings: Form flashing around pipe penetrations and asphalt shingles.
Fasten and seal to asphalt shingles as recommended by manufacturer.
3.5. APPLICATION OF SHINGLES
A. Laminate Shingle Application; 8 inches (203 mm) Offset - Diagonal Pattern:
1. Starter courses: Use Malarkey starter shingles or 3-tab shingles with the tabs cut off; apply to eave and rake edges of roof.
2. Cut 6 inches (152 mm) off the length of the starter strip and apply at a lower corner of roof. The starter course shall overhang the edge metal 1/4 to 3/4 inch (6 mm to 19 mm). Fasten with four (4) nails, 1-1/2 inches to 3 inches (38 to 76 mm) up from the eave with one fastener 1 inch (25 mm) from each end and the remaining two evenly spaced on the same line as the end fasteners.
3. Continue starter course across the roof with a full-length shingles, butting them loosely together to avoid buckling.
4. First course: Start with a full shingle applied directly over the starter 07 31 13-7
course at the same lower corner of the roof, and secure with fasteners.
5. Second course: Cut 8 inches (203 mm) off one end of a full shingle and apply the remaining piece over the underlying, first course shingle. Align the bottom edge along a line level with the "sawtooth" overlay in the preceding course, exposing the first course 5-5/8 inches (143 mm). Secure with fasteners.
6. Succeeding Courses: Courses three through five are begun with partial shingles, each progressively 8 inches (203 mm) shorter, establishing the overall diagonal pattern or stair-step effect. (Pieces cut from shingles along one rake edge can be used to finish off courses on the opposite rake.)
7. Apply a full shingle adjacent to each of the first five courses to extend the pattern. Butt the shingles loosely together to prevent buckling.
8. Courses six through ten repeat the process beginning with a full shingle and repeating the 1-to-5 course cycle on up the roof.
9. Strike a chalk line every six courses or so to ensure straight courses.
Shingles may be laid from either lower corner of the roof. Start at the rake edge and follow layout and cutting instructions as required for proper application. Installation of shingles with a 4 inch (102 mm) offset is also acceptable. Offsets must be no less than 4 inches (102 mm).
B. Valley Installation:
1. Valley Underlayment: Center a full-width strip of self-adhering underlayment (or equivalent conforming to ASTM D1970) in the valley and apply it directly to the roof deck. Ensure this valley liner is tight to the deck without bridging in the center of the valley. Lace the field underlayment into and through the valley from both sides or overlap the valley liner a minimum of 6 inches (152 mm) on each side. When fastening, none should be placed closer than 6 inches (152 mm) from the valley centerline.
2. Open metal valleys: Install minimum 24 inches (610 mm) wide, 26-gauge, metal valley flashing over the valley liner, and secure with fasteners no more than 1 inch (25 mm) from the outside edges at a spacing of 10 inches (254 mm) to 12 inches (305 mm) on center. For additional sealing, a continuous, 6-inch (152 mm) wide stripping ply of self-adhering Arctic Seal may be applied over the fasteners. Overlaps in the metal should be a minimum of 4 inches (102 mm) and embedded in a continuous bead of sealant. Do not fasten the metal laps. Lay a first course of shingles along the eave of one roof area and over the valley, making sure the end of the last shingle meets or goes beyond the centerline of the metal valley.
Complete the installation of shingles on that roof section. After all shingles have been installed in the valley, snap a chalk line 2 inches (51 mm) from the center of the metal valley, and trim shingles to the chalk line, matching the centerline angle. Crop the tops of each shingle course at a 1 inch (25 mm), 45 degree cut. Embed the ends of the cut valley shingles in a continuous 3 inch (76 mm) wide bead of mastic. Install shingles on the adjoining roof as described above.
3. "Bleeder," "Point," or "California-cut" valleys are not acceptable. 3,6, FASTENERS
A. Laminate Nailing Pattern: Nails must be placed within the nailing zone, 1 inch (25 mm) in from each end of the shingle and the remaining nails evenly spaced on the same line as the end nails. Fasteners shall be seated flush to the shingle surface and not overdriven to cut into shingles. When fastening, butt shingles loosely together to prevent buckling.
07 31 13-8
1. Fasteners per shingle: Four (4).
2. Fasteners per shingle/high wind areas: Six (6), including starter shingles.
3. Steep slope fastening (roof decks, greater than 21:12): Six (6), including starter shingles, and hand-sealing underneath.
3.7 ROOFING INSTALLER'S WARRANTY
A. WHEREAS _____________ of
------------~ herein called the "Roofing Installer," has performed roofing and associated work ("work") on the following project:
1. Owner: ________ _
2. Address: _______ _
3. Building Name/Type: _______ _
4. Address: _______ _
5. Area of Work: _________ _
6. Acceptance Date: _______ _
7. Warranty Period: Five Years.
8. Expiration Date: ________ _
B. AND WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor) to warrant said work against leaks and faulty or defective materials and workmanship for designated Warranty Period, C. NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth, that during Warranty Period he will, at his own cost and expense, make or cause to be made such repairs to or replacements of said work as are necessary to correct faulty and defective work and as are necessary to maintain said work in a watertight condition.
D. This Warranty is made subject to the following terms and conditions:
1. Specifically excluded from this Warranty are damages to work and other parts of the building, and to building contents, caused by:
a. lightning;
b. peak gust wind speed exceeding 120 MPH;
c. fire;
d. failure of roofing system substrate, including cracking, settlement, excessive deflection, deterioration, and decomposition; e. faulty construction of parapet walls, copings, chimneys, skylights, vents, equipment supports, and other edge conditions and penetrations of the work;
f. vapor condensation on bottom of roofing; and
g. activity on roofing by others, including construction contractors, maintenance personnel, other persons, and animals, whether authorized or unauthorized by Owner. •
2. When work has been damaged by any of foregoing causes, Warranty shall be null and void until such damage has been repaired by Roofing Installer and until cost and expense thereof have been paid by Owner or by another responsible party so designated.
3. Roofing Installer is responsible for damage to work covered by this Warranty but is not liable for consequential damages to building or building contents resulting from leaks or faults or defects of work.
4. During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer, including cutting, patching, and maintenance in 07 31 13-9
connection with penetrations, attachment of other work, and positioning of anything on roof, this Warranty shall become null and void on date of said alterations, but only to the extent said alterations affect work covered by this Warranty. If Owner engages Roofing Installer to perform said alterations, Warranty shall not become null and void unless Roofing Installer, before starting said work, shall have notified Owner in writing, showing reasonable cause for claim, that said alterations would likely damage or deteriorate work, thereby reasonably justifying a limitation or termination of this Warranty.
S. During Warranty Period, if original use of roof is changed and it becomes used for, but was not originally specified for, a promenade, work deck, spray-cooled surface, flooded basin, or other use or service more severe than originally specified, this Warranty shall become null and void on date of said change, but only to the extent said change affects work covered by this Warranty.
6. Owner shall promptly notify Roofing Installer of observed, known, or suspected leaks, defects, or deterioration and shall afford reasonable opportunity for Roofing Installer to inspect work and to examine evidence of such leaks, defects, or deterioration.
7. This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall not operate to restrict or cut off Owner from other remedies and resources lawfully available to owner in cases of roofing failure.
Specifically, this Warranty shall not operate to relieve Roofing Installer of responsibility for performance of original work according to requirements of the Contract Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner's General Contractor.
E. IN WITNESS THEREOF, this instrument has been duly executed this ____ _ day of ________________ _
1. Authorized Signature: __________________ _ 2. Name: _________________ _
3. Title: _________________ _
END OF SECTION
07 31 13-10