Atwater City Council
July 8, 2024

In-person participation by the public will be permitted. In addition, remote public participation is available in the following ways:

1. Livestream online at www.atwater.org (Please be advised that there is a broadcasting delay. If you would like to participate in public comment, please use the option below).

2. Submit a written public comment prior to the meeting: Public comments submitted to [email protected] by 4:00 p.m. on the day of the meeting will be distributed to the City Council, and made part of the official minutes but will not be read out loud during the meeting.

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 City in advance of the meeting, and as soon as possible, at (209) 357-6241.

CITY OF ATWATER
City Council
AGENDA
Council Chambers
750 Bellevue Road
Atwater, California
July 8, 2024
CALL TO ORDER: 5:30 PM
ROLL CALL: (City Council)
Ambriz ____, Button ____, Cale ____, Raymond ____, Nelson _____

CLOSED SESSION
Adjourn to Conference Room A
• Pursuant to Government Code Section 54956.8, Conference with Real Property Negotiator regarding price and terms of payment. Agency Negotiators: Deputy City Manager/Community Development Director Thompson and City Manager Hoem. Negotiating Party: Les Nickerson Property Location: APN 003-101-001

City Council Agenda for Meeting of July 8, 2024 Page 2
• Pursuant to Government Code Section 54956.8, Conference with Real Property Negotiations. Agency Negotiators: Deputy City
Manager/Community Development Director Thompson and City Manager Hoem. Negotiating Parties: Abbruzz Etti, Dole Packaged Foods, LLC and Pai Bulldog Ranches LLC
Property Locations: APN 143-260-015
143-260-016
150-030-022
150-030-034
150-030-035
150-030-036
056-250-016
056-250-035
056-010-030
056-010-031
REGULAR SESSION: (Council Chambers)
CALL TO ORDER: 6:00 PM
INVOCATION:

PLEDGE OF ALLEGIANCE TO THE FLAG:

ROLL CALL: (City Council)
Ambriz ____, Button ____, Cale ____, Raymond ____, Nelson _____ MAYOR OR CITY ATTORNEY REPORT OUT FROM CLOSED SESSION:

SUBSEQUENT NEED ITEMS: (The City Clerk shall announce any requests for items requiring immediate action subsequent to the posting of the agenda. Subsequent need items require a two-thirds vote of the members of the City Council present at the meeting.)
APPROVAL OF AGENDA AS POSTED OR AS AMENDED: (This is the time for the City Council to remove items from the agenda or to change the order of the agenda.) Staff's Recommendation: Motion to approve agenda as posted or as amended.

City Council Agenda for Meeting of July 8, 2024 Page 3
CONSENT CALENDAR:

NOTICE TO THE PUBLIC
Background information has been provided on all matters listed under the Consent Calendar, and these items are considered to be routine. All items under the Consent Calendar are normally approved by one motion. If a Councilmember requests separate discussion on any item, that item will be removed from the Consent Calendar for separate action.

WARRANTS:

1. July 8, 2024
Staff's Recommendation: Approval of warrants as listed.

MINUTES: (City Council)

2. June 12, 2024 - Special meeting
Staff's Recommendation: Approval of minutes as listed.

AGREEMENTS:

3. Approving a Purchase Order to Aqua Metric for a New
Basestation (Public Works Director Vinson)
Staff's Recommendation: Awards a purchase to Aqua Metric of Sacramento, California for a new basestation, in an amount not to exceed $53,287.50; and authorizes and directs the City Manager, or his designee, to execute the Purchase Order on behalf of the City.

4. Authorizing and Approving a Cooperative Purchase, Purchase Agreement (Purchase Order) to Montrose Ford for the Purchase of One (1) New 2023 Dodge Charger Police Vehicle and Equipment (Police Chief Salvador)
Staff's Recommendation: Authorizes and approves a Cooperative Purchase, Purchase Agreement (Purchase Order) to Montrose Ford, Akron, Ohio, for the purchase of one (1) new 2023 Dodge Charger Pursuit with Police Equipment, in the combined amount not to exceed $56,100; and authorizes and directs the City Manager or designee to execute the Agreement (Purchase Order) on behalf of the City.

RESOLUTIONS:

5. Approving Budget Amendment for PA&ED Services with Mark Thomas and De Novo Planning Group (Deputy City Manager Thompson) Staff's Recommendation: Adoption of Resolution No. 3473- 24 approving Budget Amendment No. 1 amending Fiscal Year 2024- 25 Budget regarding the Bellevue Road Realignment Project. ***END OF CONSENT CALENDAR***

City Council Agenda for Meeting of July 8, 2024 Page 4
PUBLIC HEARINGS:

6. Approving the Plans and Specifications for the Pre-approved Accessory Dwelling Units (ADUs) and to Initiate the ADU program (Deputy City Manager Thompson)
Staff's Recommendation: Open the public hearing and take any testimony from the public;
Close the public hearing;
Adopt Resolution No. 3472-24 approving the plans and specifications for the pre-approved ADU plans and initiate the ADU program.

Motion to approve staff's recommendation as presented.

REPORTS AND PRESENTATIONS FROM STAFF:

7. Awarding Construction Services Agreement with Lawrence Backhoe Service, Inc of Atwater, California for the Water Meter Installation Project (Public Works Director Vinson)
Staff's Recommendation: Motion to award a General Construction Agreement, in a form approved by the City Attorney, to Lawrence Backhoe Service, Inc. of Atwater, California, for the Water Meter Installation Project, City Project 24-10, in an amount not to exceed $1,387,300 and authorize construction contract change orders up to an aggregate amount of $138,730.00 (10%); and authorizes and directs the City Manager or designee to execute all contract documents on behalf of the City; or
Motion to approve staff's recommendation as presented.

CITY MANAGER REPORTS/UPDATES:

8. Update from the Office of the City Manager
COMMENTS FROM THE PUBLIC:

NOTICE TO THE PUBLIC
At this time any person may comment on any item which is not on the agenda. You may state your name and address for the record; however, it is not required. Action will not be taken on an item that is not on the agenda. If it requires action, it will be referred to staff and/or placed on a future agenda. Please limit comments to a maximum of three (3) minutes.

CITY COUNCIL REPORTS/UPDATES:
• City Council Member Cale, District 1
• City Council Member Button, District 2
• City Council Member Ambriz, District 3
• Mayor Pro Tem Raymond, District 4
• Mayor Nelson

City Council Agenda for Meeting of July 8, 2024 Page 5
CLOSED SESSION:

Continuation of Closed Session if necessary
ADJOURNMENT:

CERTIFICATION:

I, Kory J. Billings, City Clerk of the City of Atwater, do hereby certify that a copy of the foregoing agenda was posted at City Hall a minimum of 72 hours prior to the meeting. _______________________________
KORY J. BILLINGS

CITY CLERK
SB 343 NOTICE
In accordance with California Government Code Section 54957.5, any writing or document that is a public record, relates to an open session agenda item and is distributed less than 72 hours prior to a regular meeting will be made available for public inspection in the office of the City Clerk during normal business hours at 1160 Fifth Street, Atwater, California.

If, however, the document or writing is not distributed until the regular meeting to which it relates, then the document or writing will be made available to the public at the location of the meeting, as listed on this agenda at 750 Bellevue Road, Atwater, California.

In compliance with the federal Americans with Disabilities Act of 1990, upon request, the agenda can be provided in an alternative format to accommodate special needs. If you require special accommodations to participate in a City Council, Commission or Committee meeting due to a disability, please contact the City Clerk’s Office a minimum of three (3) business days in advance of the meeting at (209) 357-6241. You may also send the request by email to [email protected] .

Unless otherwise noted, City Council actions include a determination that they are not a “Project” within the meaning of the California Environmental Quality Act (CEQA), and therefore, that CEQA does not apply to such actions.

S A T
JULY 2024

S U N M O N T U E W E D T H U F R I
1 15
8 22
7 21
14 28 29
2 16
23 9
24 3
17 10
5 19
12 6
20 13
4 18
11 25 26 27
30 31
Trash pick up
delayed - 1 day
City Holiday
City Council
Meeting - 6:00 PM
Planning
Commission
Meeting - 6:00
PM
Merced County
District 3 Supervisor
McDaniel Office
Hours - 1:30 PM -
3:30 PM

AUGUST 2024

S U N M O N T U E W E D T H U F R I S A T
5 19
12 26
11 25
18 4 6
20 27
13 28
7 21
14 9
23 16
10 24
17 8
22 15
29 30 31
1 2 3
Merced County
District 3 Supervisor
McDaniel Office
Hours - 1:30 PM -
3:30 PM
City Council
Meeting - 6:00 PM
City Council
Meeting - 6:00 PM
Planning
Commission
Meeting - 6:00
PM
Audit & Finance
Meeting - 4:30 PM

Warrant Summary JULY 8, 2024
Prepared By: Joseph Murillo
Accounts Payable Warrant
Amount
7/8/2024 Warrant
Prewrittens (Checks Processed Between Warrants)
Total Accounts Payable Warrants:

Additional Warrants
Date Description
$ 1, 314, 844.61
$ 4,453.17
$ 1,319,297.78
Amount
6/28/2024 Retiree Medical Reimbursement - July 2024 $ 40,812.53 7/2/2024 AFLAC $ 442.77
7/2/2024 AFSCME District Council 57 $ 1,058.61
7/2/2024 APOA Union Dues 2,811.40
7/2/2024 EPARS Employee 457 Plan (PNC Bank) 4,863.00
7/2/2024 PERS Retirement 6/6/24 - 6/19/24 60,785.56
7/2/2024 State Disbursement - Child Support 115.38
Total Additional Warrants: $ 110,889.25
Payroll
Date Description Amount
6/27/2024 Net Payroll $ 223,876.62
7/2/2024 Federal Taxes $ 71, 511.69
7/2/2024 State Taxes $ 9,075.59
Total Payroll: $ 304,463.90
Grant Total: $ 1,734,650.93
'NAark or a City Treasurer
Accounts Payable
Checks for Approval
User:

Printed:
jmurillo
7/3/2024 - 10:17 AM
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Check Number Check Date Fund Name Account Name Vendor Name Void Amount 25620 06/28/2024 Employee Benefits Fund Health Insurance, Retirees DAVID CIIURCII 573.49 Check Total: 573.49
25621 06/28/2024 Employee Benefits Fund Health Insurance, Retirees MANUEL DURAN 85.37 Check Total: 85.37
25622 06/28/2024 Employee Benefits Fund Health Insurance, Retirees GARY FRAGO 410.10 Check Total: 410.10
25623 06/28/2024 Employee Benefits Fund Health Insurance, Retirees LORIN MANN 643.16 Check Total: 643.16
25624 06/28/2024 Employee Benefits Fund Health Insurance, Retirees WILLIAM MARTIN 867.97 Check Total: 867.97
25625 06/28/2024 Employee Benefits Fund Health Insurance, Retirees BILL SWALLEY 150.55 Check Total: 150.55
25626 06/27/2024 General Fund Special Events CITY OF ATWATER 19.03 25626 06/27/2024 General Fund Special Events CITY OF ATWATER 21.61 25626 06/27/2024 General Fund Special Departmental Expense CITY OF ATWATER 5.43 25626 06/27/2024 General Fund TravellConferences/Meetings CITY OF ATWATER 20.00 25626 06/27/2024 General Fund Special Departmental Expense CITY OF ATWATER 15.13 Check Total: 81.20
25629 07/02/2024 General Fund Garnishments EMPLOYMENT DEVELOPMENT DEPARTMEN1 420.11 Check Total: 420.11
25630 07/02/2024 General Fund Life Insurance Payable UNUM LIFE INSURANCE 10.02 25630 07/02/2024 General Fund Life Insurance Payable UNUM LIFE INSURANCE 179.89 25630 07/02/2024 General Fund Life Insurance Payable UNUM LIFE INSURANCE 24.12 AP-Checks for Approval (7/3/2024 - 10:17 AM) Page 1
Check Number
25631
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Check Date Fund Name Account Name Vendor Name Void Amount Check Total: 214.03
07/03/2024 General Fund Special Departmental Expense CATERING BY CHEF MELISSA 1,007.19 Check Total: 1,007.19
Q Z 1 k v )e (2 Ai i c ' A .

Report Total: 4,453.17
SP~rO~hwo~t~-
AP-Checks for Approval (7/3/2024 - 10:17 AM) Page 2
Accounts Payable
Checks for Approval
User: jmurillo
Printed: 7/3/2024 - 10:27 AM
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Check Number Check Date Fund Name Account Name Vendor Name Void Amount 0 07/02/2024 General Fund Federal Income Tax Withheld PAYROLL TAXES-FEDERAL 1,583.04 0 07/02/2024 General Fund Federal Income Tax Withheld PAYROLL TAXES-FEDERAL 22,019.57 0 07/02/2024 General Fund State Income Tax Withheld PAYROLL TAXES-STATE 8,334.76 0 07/02/2024 General Fund State Income Tax Withheld PAYROLL TAXES-STATE 740.83 0 07/02/2024 General Fund Fica/Medicare - Employee PAYROLL TAXES-FEDERAL 1,630.13 0 07/02/2024 General Fund Fica/Medicare - Employee PAYROLL TAXES-FEDERAL 17,783.98 0 07/02/2024 General Fund Fica/Medicare - Employee PAYROLL TAXES-FEDERAL 4,159.19 0 07/02/2024 General Fund Fica/Medicare - Employee PAYROLL TAXES-FEDERAL 381.24 0 07/02/2024 General Fund Fica/Medicare-Employer PAYROLL TAXES-FEDERAL 1,630.13 0 07/02/2024 General Fund Fica/Medicare-Employer PAYROLL TAXES-FEDERAL 4,159.19 0 07/02/2024 General Fund Fica/Medicare-Employer PAYROLL TAXES-FEDERAL 381.24 0 07/02/2024 General Fund Fica/Medicare-Employer PAYROLL TAXES-FEDERAL 17,783.98 0 07/02/2024 General Fund Pers Deduction PERS-RETIREMENT 1,010.76 0 07/02/2024 General Fund Pers Deduction PERS-RETIREMENT 2,999.33 0 07/02/2024 General Fund Pers Deduction PERS-RETIREMENT 8,772.85 0 07/02/2024 General Fund Pers Benefits PERS-RETIREMENT 9,584.14 0 07/02/2024 General Fund Pers Benefits PERS-RETIREMENT 786.58 0 07/02/2024 General Fund Pers Benefits PERS-RETIREMENT 2,805.98 0 07/02/2024 General Fund Pers Benefits PERS-RETIREMENT 6,430.85 0 07/02/2024 General Fund Pers Benefits PERS-RETIREMENT 1,134.93 0 07/02/2024 General Fund Pers Benefits PERS-RETIREMENT 9,497.52 0 07/02/2024 Gcncral Fund Pers Benefits PERS-RETIREMENT 17,762.62 0 07/02/2024 General Fund Deferred Compensation PNC BANK 4,063.00 0 07/02/2024 General Fund Deferred Compensation PNC BANK 800.00 0 07/02/2024 General Fund Police Union Dues ATWATER POLICE OFFICERS ASSN. 2,811.40 0 07/02/2024 General Fund Miscellaneous Union Dues AFSCME DISTRICT COUNCIL 57 1,058.61 0 07/02/2024 General Fund Aflac Premiums AFLAC PLANS 221.38 0 07/02/2024 General Fund Aflac Premiums AFLAC PLANS 124.64 0 07/02/2024 General Fund Aflac Premiums AFLAC PLANS 96.75 0 07/02/2024 General Fund Garnishments STATE DISBURSEMENT UNIT 115.38 Check Total: 150,664.00
0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees JAMES ATKINSON 150.55 AP-Checks for Approval (7/3/2024 - 10:27 AM) Page 1
Check Number Check Date Fund Name :account Name Vendor Name Void Amount 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees LOIS BELT 246.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees GLEN C. CARRINGTON 150.55 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees ALLAN BOYER 649.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees ROBERT CALLAWAY 577.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees KIM BENGSTON-JENNINGS 523.12 0 06/28/2024 Employee Benefits Fund I-lealth Insurance, Retirees HARRY E. DUNN 587.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees ARMANDO ECHEVARRIA 867.97 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees SCOTT DUNCAN 1,386.49 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees ANTI IONY CARDOZA 812.16 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees JESUS F. DURAN 1,579.79 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees RANDALL CARROTHERS 1,429.18 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees NELSON CRABB 601.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees DEBRA COURT 196.41 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees MICHAEL KEELER 150.55 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees BOBBY GREGORY 2,507.94 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees LINDA FERRERO 246.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees STEVE KJOS 587.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees TYNA LAMISON 695.15 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees LEN GUILLETTE 1,054.58 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees KEN JENSEN 355.41 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees PATRICK FARETTA 936.40 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees GEORGE LOGAN 246.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees CHRISTIAN HAMBRECHT 666.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees DARIN JANTZ 1,456.33 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees STANLEY FEATHERS 587.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees ADOLFO LOMELI 1,447.97 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees JOSEPH HOFFAR 458.10 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees SAMUEL JOSEPH 1,553.12 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees RICHARD HAWTHORNE 577.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees JEFF MONDLOCH 184.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees FRANK PIETRO 510.45 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees ROBERT VASQUEZ 208.94 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees RENE MENDOZA 577.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees MARGARET MERRITT 150.55 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees JUAN SUFUENTES 1,650.12 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees ROBERTO ROMERO 472.62 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees WILLIAM RICHARDS 196.41 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees JOHN SMOTHERS 740.16 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees DOUGLAS P. TILLEY 246.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees STEPHEN LUNDGREN 208.25 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees BARBARA RIIS CHRISTENSEN 577.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees SANDY RAHN 762.27 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees THOMAS PROTHRO 150.55 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees DAVID WALKER 609.06 AP-Checks for Approval (7/3/2024 - 10:27 AM) Page 2
Check Number Check Date Fund Name Account Name Vendor Name Void Amount 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees JERRY MOORE 577.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees KELLY SORENSEN 1,278.51 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees CHRISTOPHER A. MCDANIEL 246.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees BENJAMIN THOMAS 1,357.10 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees JOHN RASMUSSEN 587.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees FRANK ORMOND 150.55 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees MIKE STANFORD 855.06 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees CYNTHIA THOMPSON 246.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees DENNIS O. SPARKS 246.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees EDWARD VELASQUEZ 150.55 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees TONY RAMIREZ 867.97 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees EARL WEATHERS 587.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees NANCY WILLIAMS 246.34 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees ELIZABETH WILDE 867.97 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees GREG WELLMAN 609.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees DICK WISDOM 150.55 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees CHARLIE WOODS 587.67 0 06/28/2024 Employee Benefits Fund Health Insurance, Retirees LORI WATERMAN 666.34 40,812.53
Accounts Payable
Checks for Approval
User:

Printed:
jmurillo
7/3/2024 - 10:22 AM
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Check Number Check Date Fund Name Account Name Vendor Name Void Amount 0 07/08/2024 General Fund Office Supplies QUADIENT FINANCE USA INC 2,000.00 0 07/08/2024 Sewer Enterprise Fund Cash with Fiscal Agent THE BANK OF NEW YORK MELLON 59,583.33 0 07/08/2024 Sewer Enterprise Fund Cash with Fiscal Agent THE BANK OF NEW YORK MELLON 92,916.67 0 07/08/2024 Sewer Enterprise Fund Cash with Fiscal Agent THE BANK OF NEW YORK MELLON 35,530.73 0 07/08/2024 Sewer Enterprise Fund Cash with Fiscal Agent THE BANK OF NEW YORK MELLON 182,653.13 0 07/08/2024 General Fund Electronic Pmt Processing Exp CHASE MERCHANT SERVICES 1,435.77 0 07/08/2024 General Fund Electronic Pmt Processing Exp CHASE MERCHANT SERVICES 37.63 0 07/08/2024 General Fund Electronic Pmt Processing Exp CHASE MERCHANT SERVICES 84.68 0 07/08/2024 Water Enterprise Fund Electronic Pmt Processing Exp VANCO PAYMENT SOLUTIONS 36.22 0 07/08/2024 Sewer Enterprise Fund Electronic Pmt Processing Exp VANCO PAYMENT SOLUTIONS 36.22 0 07/08/2024 Sanitation Enterprise Fund Electronic Pmt Processing Exp VANCO PAYMENT SOLUTIONS 36.22 Check Total: 374,350.60
25632 07/08/2024 Water Enterprise Fund Professional Services ABS DIRECT INC 722.84 25632 07/08/2024 Sewer Enterprise Fund Professional Services ABS DIRECT INC 722.84 25632 07/08/2024 Sanitation Enterprise Fund Professional Services ABS DIRECT INC 722.85 25632 07/08/2024 Water Enterprise Fund Office Supplies ABS DIRECT INC 1,700.00 25632 07/08/2024 Sewer Enterprise Fund Office Supplies ABS DIRECT INC 1,700.00 25632 07/08/2024 Sanitation Enterprise Fund Office Supplies ABS DIRECT INC 1,700.00 Check Total: 7,268.53
25633 07/08/2024 General Fund Professional Services AG TOWING AND TRANSPORT 270.00 Check Total: 270.00
25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES -233.27 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES -32.57 25634 07/08/2024 General Fund Office Supplies AMAZON CAPITAL SERVICES 13.58 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 94.06 25634 07/08/2024 General Fund Summer Youth Camps AMAZON CAPITAL SERVICES 112.00 25634 07/08/2024 General Fund Summer Youth Camps AMAZON CAPITAL SERVICES 39.14 25634 07/08/2024 Internal Service Fund Special Departmental Expense AMAZON CAPITAL SERVICES 177.11 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 53.83 25634 07/08/2024 General Fund Miscellaneous AMAZON CAPITAL SERVICES 52.83 AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 1
'
Check Number Check Date Fund Name Account Name Vendor Name Void Amount 25634 07/08/2024 General Fund Miscellaneous AMAZON CAPITAL SERVICES 35.04 25634 07/08/2024 General Fund Office Supplies AMAZON CAPITAL SERVICES 30.41 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 11.58 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 12.44 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 108.72 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 19.99 25634 07/08/2024 General Fund Various Classes AMAZON CAPITAL SERVICES 6.51 25634 07/08/2024 General Fund Various Classes AMAZON CAPITAL SERVICES 7.60 25634 07/08/2024 General Fund Various Classes AMAZON CAPITAL SERVICES 117.23 25634 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense AMAZON CAPITAL SERVICES 72.78 25634 07/08/2024 Information Technology Fund Special Departmental Expense AMAZON CAPITAL SERVICES 42.40 25634 07/08/2024 Information Technology Fund Special Departmental Expense AMAZON CAPITAL SERVICES 8.61 25634 07/08/2024 Information Technology Fund Special Departmental Expense AMAZON CAPITAL SERVICES 32.55 25634 07/08/2024 Information Technology Fund Special Departmental Expense AMAZON CAPITAL SERVICES 21.73 25634 07/08/2024 General Fund Office Supplies AMAZON CAPITAL SERVICES 139.60 25634 07/08/2024 General Fund Office Supplies AMAZON CAPITAL SERVICES 29.15 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 47.30 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 82.06 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 101.36 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 47.30 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 175.30 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 29.90 25634 07/08/2024 General Fund Special Departmental Expcnsc AMAZON CAPITAL SERVICES 47.30 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 16.15 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 14.13 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 96.96 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 86.93 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 52.08 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 99.04 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 89.92 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 38.64 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 10.01 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 233.27 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 53.12 25634 07/08/2024 General Fund Coed Volleyball AMAZON CAPITAL SERVICES 129.28 25634 07/08/2024 General Fund Coed Volleyball AMAZON CAPITAL SERVICES 73.95 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 26.44 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 185.08 25634 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense AMAZON CAPITAL SERVICES 351.25 25634 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense AMAZON CAPITAL SERVICES 30.44 25634 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense AMAZON CAPITAL SERVICES 351.25 25634 07/08/2024 Water Enterprise Fund Special Departmental Expense AMAZON CAPITAL SERVICES 97.80 25634 07/08/2024 Internal Service Fund Special Departmental Expense AMAZON CAPITAL SERVICES 78.88 25634 07/08/2024 Information Technology Fund Special Departmental Expense AMAZON CAPITAL SERVICES 52.18 AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 2
Check Number Check Date Fund Name Account Name Vendor Name Void Amount 25634 07/08/2024 Information Technology Fund Special Departmental Expense AMAZON CAPITAL SERVICES 27.18 25634 07/08/2024 Information Technology Fund Special Departmental Expense AMAZON CAPITAL SERVICES 68.18 25634 07/08/2024 General Fund Office Supplies AMAZON CAPITAL SERVICES 163.57 25634 07/08/2024 General Fund Office Supplies AMAZON CAPITAL SERVICES 39.14 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 316.25 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 40.16 25634 07/08/2024 General Fund Special Departmental Expense AMAZON CAPITAL SERVICES 86.32 25634 07/08/2024 Internal Service Fund Special Departmental Expense AMAZON CAPITAL SERVICES 76.10 25634 07/08/2024 Internal Service Fund Special Departmental Expense AMAZON CAPITAL SERVICES 44.56 25634 07/08/2024 Information Technology Fund Special Departmental Expense AMAZON CAPITAL SERVICES 206.80 25634 07/08/2024 Information Technology Fund Special Departmental Expense AMAZON CAPITAL SERVICES 6.51 Check Total: 4,745.14
25635 07/08/2024 General Fund Professional Services ARCHIVESOCIAL.COM 3,137.40 Check Total: 3,137.40
25636 07/08/2024 General Fund Communications AT&T CALNET 286.21 Check Total: 286.21
25637 07/08/2024 General Fund Special Departmental Expense BAKER SUPPLIES AND REPAIRS 124.06 25637 07/08/2024 General Fund Professional Services BAKER SUPPLIES AND REPAIRS 63.75 Check Total: 187.81
25638 07/08/2024 General Fund Community Center Deposits DANA BAUTISTA 350.00 25638 07/08/2024 General Fund Community Center Deposits DANA BAUTISTA 210.00 Check Total: 560.00
25639 07/08/2024 General Fund Professional Services BILL'S TOWING 325.00 Check Total: 325.00
25640 07/08/2024 Sewer Enterprise Fund Special Departmental Expense BOBCAT CENTRAL, INC. 1,688.40 Check Total: 1,688.40
25641 07/08/2024 Internal Service Fund Special Departmental Expense BRADY INDUSTRIES 219.15 25641 07/08/2024 Internal Service Fund Special Departmental Expense BRADY INDUSTRIES -103.53 25641 07/08/2024 Internal Service Fund Special Departmental Expense BRADY INDUSTRIES 81.68 Check Total: 197.30
25642 07/08/2024 Sewer Enterprise Fund Professional Services BSK ASSOCIATES 2,557.25 25642 07/08/2024 Water Enterprise Fund Professional Services BSK ASSOCIATES 204.00 25642 07/08/2024 Water Enterprise Fund Professional Services BSK ASSOCIATES 127.50 25642 07/08/2024 Water Enterprise Fund Professional Services BSK ASSOCIATES 204.00 AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 3
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Check Number Check Date Fund Name Account Name Vendor Name Void Amount 25642 07/08/2024 Water Enterprise Fund Professional Services BSK ASSOCIATES 96.75 25642 07/08/2024 1,2,3-TCP Fund Professional Services BSK ASSOCIATES 952.50 25642 07/08/2024 1,2,3-TCP Fund Professional Services BSK ASSOCIATES 952.50 25642 07/08/2024 Water Enterprise Fund Professional Services BSK ASSOCIATES 58.50 25642 07/08/2024 Water Enterprise Fund Professional Services BSK ASSOCIATES 204.00 25642 07/08/2024 Water Enterprise Fund Professional Services BSK ASSOCIATES 76.50 25642 07/08/2024 Water Enterprise Fund Professional Services BSK ASSOCIATES 25.50 25642 07/08/2024 Water Enterprise Fund Special Departmental Expense BSK ASSOCIATES 76.50 25642 07/08/2024 1,2,3-TCP Fund Professional Services BSK ASSOCIATES 2,476.50 Check Total: 8,012.00
25643 07/08/2024 Public Safety Trans & Use Tax Special Departmental Expense BURTONS FIRE INC 1,833.46 Check Total: 1,833.46
25644 07/08/2024 General Fund Special Departmental Expense CAL FARM SERVICES 5.89 25644 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense CAL FARM SERVICES 45.28 25644 07/08/2024 Gas Tax/Street Improvement Small Tools CAL FARM SERVICES 495.64 25644 07/08/2024 General Fund Special Departmental Expense CAL FARM SERVICES 77.92 25644 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense CAL FARM SERVICES 5.01 25644 07/08/2024 Gas Tax/Street Improvement Professional Services CAL FARM SERVICES 30.00 25644 07/08/2024 Sewer Enterprise Fund Special Departmental Expense CAL FARM SERVICES 21.53 Check Total: 681.27
25645 07/08/2024 Gas Tax/Street Improvement Professional Services CENTRAL VALLEY TREES AND LANDSCAPE S 2,700.00 Check Total: 2,700.00
25646 07/08/2024 Internal Service Fund Professional Services CERTIFIED AUTOMOTIVE 108.00 Check Total: 108.00
25647 07/08/2024 Internal Service Fund Special Departmental Expense CINTAS CORP 29.35 25647 07/08/2024 Internal Service Fund Uniform & Clothing Expense CINTAS CORP 18.93 25647 07/08/2024 Internal Service Fund Uniform & Clothing Expense CINTAS CORD 14.04 25647 07/08/2024 General Fund Uniform & Clothing Expense CINTAS CORP 38.38 25647 07/08/2024 Gas Tax/Street Improvement Uniform & Clothing Expense CINTAS CORP 33.59 25647 07/08/2024 Water Enterprise Fund Uniform & Clothing Expense CINTAS CORP 88.54 25647 07/08/2024 Sewer Enterprise Fund Uniform & Clothing Expense CINTAS CORP 74.55 25647 07/08/2024 Internal Service Fund Uniform & Clothing Expense CINTAS CORP 14.04 25647 07/08/2024 Internal Service Fund Special Departmental Expense CINTAS CORP 29.35 25647 07/08/2024 Internal Service Fund Uniform & Clothing Expense CINTAS CORP 18.93 25647 07/08/2024 General Fund Uniform & Clothing Expense CINTAS CORP 38.38 25647 07/08/2024 Gas Tax/Street Improvement Uniform & Clothing Expense CINTAS CORP 33.59 25647 07/08/2024 Water Enterprise Fund Uniform & Clothing Expense CINTAS CORP 88.54 -
AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 4
Check Number Check Date Fund Name Account Name Vendor Name Void Amount 25647 07/08/2024 Sewer Enterprise Fund Uniform & Clothing Expense CINTAS CORP 74.55 Check Total: 594.76
25648 07/08/2024 General Fund Memberships & Subscriptions CITY CLERKS ASSOCIATION OF CALIFORNIA 250.00 Check Total: 250.00
25649 07/08/2024 General Fund Professional Services COLE PRO MEDIA CORP 1,000.00 25649 07/08/2024 General Fund Communications COLE PRO MEDIA CORP 2,250.00 Check Total: 3,250.00
25650 07/08/2024 Internal Service Fund Communications COMCAST 262.60 Check Total: 262.60
25651 07/08/2024 Public Safety Trans & Use Tax Machinery & Equipment COOK'S COMMUNICATIONS 17,000.00 Check Total: 17,000.00
25652 07/08/2024 General Fund Professional Services CPCA 462.00 Check Total: 462.00
25653 07/08/2024 Internal Service Fund Professional Services DELRAY TIRE 185.45 25653 07/08/2024 Internal Service Fund Operations & Maintenance DELRAY TIRE 498.19 25653 07/08/2024 Internal Service Fund Operations & Maintenance DELRAY TIRE 988.23 Check Total: 1,671.87
25654 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense DISPLAY SALES CO 608.98 Check Total: 608.98
25655 07/08/2024 General Fund Coed Summer Softball EWING IRRIGATION PRODUCTS INC. 342.78 25655 07/08/2024 Sewer Enterprise Fund Special Departmental Expense EWING IRRIGATION PRODUCTS INC. 310.70 Check Total: 653.48
25656 07/08/2024 Water Enterprise Fund Special Departmental Expense FERGUSON WATERWORKS 596.27 25656 07/08/2024 Water Fund Capital Replacement Installation-New Water Meters FERGUSON WATERWORKS 251.73 Check Total: 848.00
25657 07/08/2024 General Fund Professional Services DONALD GARCIA 708.91 Check Total: 708.91
25658 07/08/2024 General Fund Special Departmental Expense GARTON TRACTOR INC 377.33 25658 07/08/2024 General Fund Professional Services GARTON TRACTOR INC 754.25 -'
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AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 5
Check Number Check Date Fund Name Account Name Vendor Name Void Amount Check Total: 1,131.58
25659 07/08/2024 Gas Tax/Street Improvement Uniform & Clothing Expense GCP WW HOLDCO LLC 194.84 Check Total: 194.84
25660 07/08/2024 Sewer Enterprise Fund Lower Shaffer Storm Drain Imp GHD 109,745.62 Check Total: 109,745.62
25661 07/08/2024 General Fund Summer Youth Camps KRISTAN GONZALES 90.00 Check Total: 90.00
25662 07/08/2024 Internal Service Fund Utilities HOFFMAN SECURITY 55.00 25662 07/08/2024 Internal Service Fund Utilities IIOFFMAN SECURITY 2,201.75 Check Total: 2,256.75
25663 07/08/2024 General Fund Special Departmental Expense HORIZON 54.93 25663 07/08/2024 General Fund Special Departmental Expense HORIZON 591.42 25663 07/08/2024 General Fund Special Departmental Expense HORIZON 1,548.60 25663 07/08/2024 Internal Service Fund Special Departmental Expense HORIZON 90.07 25663 07/08/2024 Internal Service Fund Special Departmental Expense HORIZON 74.61 25663 07/08/2024 Internal Service Fund Special Departmental Expense HORIZON 2.99 Check Total: 2,362.62
25664 07/08/2024 General Fund Castle Park Deposits CHLOEILDEFONZO 200.00 Check Total: 200.00
25665 07/08/2024 Internal Service Fund Professional Services INTERSTATE TRUCK CENTER 1,400.00 25665 07/08/2024 Internal Service Fund Operations & Maintenance INTERSTATE TRUCK CENTER 1,862.68 25665 07/08/2024 Internal Service Fund Professional Services INTERSTATE TRUCK CENTER 4,952.50 25665 07/08/2024 Internal Service Fund Operations & Maintenance INTERSTATE TRUCK CENTER 10,388.05 Check Total: 18,603.23
25666 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense JAM SERVICES INC 130.50 25666 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense JAM SERVICES INC 130.50 Check Total: 261.00
25667 07/08/2024 Internal Service Fund Professional Services JANI TEK CLEANING SOLUTIONS 11,693.00 Check Total: 1 1,693.00
25668 07/08/2024 Gas Tax/Street Improvement Professional Services JLB TRAFFIC ENGINEERING, INC 1,914.97 AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 6
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Check Number Check Date Fund Name Account Name Vendor Name Void Amount Check Total: 1,914.97
25669 07/08/2024 Water Enterprise Fund Special Departmental Expense KELLOGG SUPPLY 109.79 25669 07/08/2024 Internal Service Fund Operations & Maintenance KELLOGG SUPPLY 25.75 Check Total: 135.54
25670 07/08/2024 General Fund Aged Outstanding Warrants SHEILA LA CAVA 150.94 Check Total: 150.94
25671 07/08/2024 Internal Service Fund Operations & Maintenance LAWSON PRODUCTS 611.06 25671 07/08/2024 Internal Service Fund Operations & Maintenance LAWSON PRODUCTS 177.74 Check Total: 788.80
25672 07/08/2024 Police Grants Fund BSCC Officer Wellness Grant LEXIPOL LLC 4,749.05 25672 07/08/2024 General Fund Professional Services LEXIPOL LLC 7,348.48 Check Total: 12,097.53
25673 07/08/2024 General Fund Miscellaneous LOOMIS 596.05 Check Total: 596.05
25674 07/08/2024 General Fund Professional Services LOPES SEPTIC & PUMPING 200.00 Check Total: 200.00
25675 07/08/2024 Internal Service Fund Special Departmental Expense MC REGIONAL WASTE MGMT. AUTH. 19.00 25675 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense MC REGIONAL WASTE MGMT. AUTH. 40.96 25675 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense MC REGIONAL WASTE MGMT. AUTH. 27.00 25675 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense MC REGIONAL WASTE MGMT. AUTH. 27.48 25675 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense MC REGIONAL WASTE MGMT. AUTH. 27.00 25675 07/08/2024 Internal Service Fund Special Departmental Expense MC REGIONAL WASTE MGMT. AUTH. 19.00 25675 07/08/2024 General Fund Special Departmental Expense MC REGIONAL WASTE MGMT. AUTH. 71.03 25675 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense MC REGIONAL WASTE MGMT. AUTH. 27.00 Check Total: 258.47
25676 07/08/2024 General Fund Coed Summer Softball MCNAMARA SPORTS 1,632.36 25676 07/08/2024 General Fund Summer Youth Camps MCNAMARA SPORTS 331.98 25676 07/08/2024 General Fund Youth Indoor Soccer MCNAMARA SPORTS 370.65 25676 07/08/2024 General Fund Youth Flag Football MCNAMARA SPORTS 424.50 25676 07/08/2024 General Fund Youth Volleyball MCNAMARA SPORTS 238.42 Check Total: 2,997.91
25677 07/08/2024 General Fund Community Center Deposits TERESA MENDOZA 210.00 AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 7
Check Number Check Date Fund Name Account Name Vendor Name Void Amount 25677 07/08/2024 General Fund Community Center Rental TERESA MENDOZA -35.00 Check Total: 175.00
25678 07/08/2024 General Fund Men's Summer Softball MERCED AREA SPORTS OFFICIALS, INC 350.00 25678 07/08/2024 General Fund Coed Summer Softball MERCED AREA SPORTS OFFICIALS, INC 280.00 25678 07/08/2024 General Fund Men's Summer Softball MERCED AREA SPORTS OFFICIALS, INC 315.00 25678 07/08/2024 General Fund Coed Summer Softball MERCED AREA SPORTS OFFICIALS, INC 280.00 25678 07/08/2024 General Fund Men's Summer Softball MERCED AREA SPORTS OFFICIALS, INC 385.00 25678 07/08/2024 General Fund Coed Summer Softball MERCED AREA SPORTS OFFICIALS, INC 280.00 Check Total: 1,890.00
25679 07/08/2024 General Fund Memberships & Subscriptions MERCED COUNTY LAW ENFORCEMENT CHIF 125.00 Check Total: 125.00
25680 07/08/2024 General Fund Utilities MERCED IRRIGATION DISTRICT 892.27 25680 07/08/2024 Gas Tax/Street Improvement Utilities MERCED IRRIGATION DISTRICT 941.85 25680 07/08/2024 Price Annexation LD Utilities MERCED IRRIGATION DISTRICT 216.86 25680 07/08/2024 Price Annexation LMA Utilities MERCED IRRIGATION DISTRICT 116.96 25680 07/08/2024 Mello Ranch LD Utilities MERCED IRRIGATION DISTRICT 530.99 25680 07/08/2024 Mello Ranch LNDSCP Utilities MERCED IRRIGATION DISTRICT 59.77 25680 07/08/2024 Camellia Estates LD Utilities MERCED IRRIGATION DISTRICT 72.28 25680 07/08/2024 Juniper Meadows LD Utilities MERCED IRRIGATION DISTRICT 36.14 25680 07/08/2024 Camellia Meadows LD Utilities MERCED IRRIGATION DISTRICT 72.28 25680 07/08/2024 Stone Creek LD Utilities MERCED IRRIGATION DISTRICT 328.62 25680 07/08/2024 Stone Creek LNDSCP Utilities MERCED IRRIGATION DISTRICT 19.92 25680 07/08/2024 America West LD Utilities MERCED IRRIGATION DISTRICT 160.25 25680 07/08/2024 Bell Crossing LD Utilities MERCED IRRIGATION DISTRICT 355.47 25680 07/08/2024 Bell Crossing LNDSCP Utilities MERCED IRRIGATION DISTRICT 19.92 25680 07/08/2024 Atwater South LD Utilities MERCED IRRIGATION DISTRICT 445.96 25680 07/08/2024 Mello Ranch 2 LD Utilities MERCED IRRIGATION DISTRICT 685.39 25680 07/08/2024 Meadow View LD Utilities MERCED IRRIGATION DISTRICT 605.04 25680 07/08/2024 Aspenwood LD Utilities MERCED IRRIGATION DISTRICT 257.52 25680 07/08/2024 Applegate Ranch LD Utilities MERCED IRRIGATION DISTRICT 373.75 25680 07/08/2024 Applegate Ranch Lndscp Utilities MERCED IRRIGATION DISTRICT 19.92 25680 07/08/2024 Water Enterprise Fund Utilities MERCED IRRIGATION DISTRICT 401.30 25680 07/08/2024 Sewer Enterprise Fund Utilities MERCED IRRIGATION DISTRICT 674.55 25680 07/08/2024 Sewer Enterprise Fund Utilities MERCED IRRIGATION DISTRICT 6,514.87 Check Total: 13,801.88
25681 07/08/2024 General Fund Capital Project Retention MINAGAR & ASSOCIATES INC -4,333.50 25681 07/08/2024 General Fund Capital City Wide Traffic Signal Synch MINAGAR & ASSOCIATES INC 86,669.98 25681 07/08/2024 Measure V Fund Project Retention MINAGAR & ASSOCIATES INC -561.45 25681 07/08/2024 Measure V Fund City Wide Traffic Signal Synch MINAGAR & ASSOCIATES INC 11,229.02 AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 8
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Check Number Check Date Fund Name Account Name Vendor Name Void Amount Check Total: 93,004.05
25682 07/08/2024 General Fund Professional Services MLT CONSTRUCTION INC. 3,456.00 Check Total: 3,456.00
25683 07/08/2024 Internal Service Fund Professional Services MUNICIPAL MAINTENANCE EQUIP. 7,802.40 25683 07/08/2024 Internal Service Fund Operations & Maintenance MUNICIPAL MAINTENANCE EQUIP. 8,926.85 Check Total: 16,729.25
25684 07/08/2024 Internal Service Fund Operations & Maintenance NAPA AUTO PARTS 49.17 Check Total: 49.17
25685 07/08/2024 Internal Service Fund Professional Services NVB EQUIPMENT INC 277.50 25685 07/08/2024 Internal Service Fund Operations & Maintenance NVB EQUIPMENT INC 57.32 Check Total: 334.82
25686 07/08/2024 Water Enterprise Fund Special Departmental Expense O'REILLY AUTO PARTS 20.65 25686 07/08/2024 General Fund Special Departmental Expense O'REILLY AUTO PARTS 35.85 25686 07/08/2024 Internal Service Fund Small Tools O'REILLY AUTO PARTS 1,623.21 25686 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense O'REILLY AUTO PARTS 25.00 25686 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense O'REILLY AUTO PARTS 25.00 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 468.89 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 16.30 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 9.40 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 138.66 25686 07/08/2024 General Fund Special Departmental Expense O'REILLY AUTO PARTS 24.99 25686 07/08/2024 Internal Service Fund Special Departmental Expense O'REILLY AUTO PARTS 11.95 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 34.52 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 328.06 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 10.02 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 73.72 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 171.43 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 344.45 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 10.86 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 16.61 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 216.64 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 185.24 25686 07/08/2024 Sewer Enterprise Fund Uniform & Clothing Expense O'REILLY AUTO PARTS 21.74 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 16.61 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS -22.00 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 45.21 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS -45.21 AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 9
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Check Number Check Date Fund Name Account Name Vendor Name Void Amount 25686 07/08/2024 Internal Service Fund Operations & Maintenance O'REILLY AUTO PARTS 25.44 Check Total: 3,833.24
25687 07/08/2024 General Fund Utilities PACIFIC GAS & ELECTRIC 86.27 25687 07/08/2024 General Fund Utilities PACIFIC GAS & ELECTRIC 216.46 25687 07/08/2024 Gas Tax/Street Improvement Utilities PACIFIC GAS & ELECTRIC 245.00 25687 07/08/2024 Internal Service Fund Utilities PACIFIC GAS & ELECTRIC 357.11 25687 07/08/2024 General Fund Utilities PACIFIC GAS & ELECTRIC 2,450.53 25687 07/08/2024 General Fund Utilities PACIFIC GAS & ELECTRIC 5,547.79 25687 07/08/2024 Gas Tax/Street Improvement Utilities PACIFIC GAS & ELECTRIC 16,293.52 25687 07/08/2024 Northwood Village LD Utilities PACIFIC GAS & ELECTRIC 347.42 25687 07/08/2024 Orchard Park Estates LD Utilities PACIFIC GAS & ELECTRIC 158.15 25687 07/08/2024 Wildwood Estates LD Utilities PACIFIC GAS & ELECTRIC 42.74 25687 07/08/2024 Woodview Garland LA Utilities PACIFIC GAS & ELECTRIC 18.17 25687 07/08/2024 Shaffer Lakes West LD Utilities PACIFIC GAS & ELECTRIC 60.82 25687 07/08/2024 Woodhaven LD Utilities PACIFIC GAS & ELECTRIC 20.04 25687 07/08/2024 Sierra Parks LD Utilities PACIFIC GAS & ELECTRIC 29.78 25687 07/08/2024 Shaffer Lakes East LD Utilities PACIFIC GAS & ELECTRIC 245.53 25687 07/08/2024 Price Annexation LD Utilities PACIFIC GAS & ELECTRIC 1,044.97 25687 07/08/2024 Sandlewood Square LD Utilities PACIFIC GAS & ELECTRIC 32.71 25687 07/08/2024 Pajaro Dunes LD Utilities PACIFIC GAS & ELECTRIC 29.07 25687 07/08/2024 Cottage Gardens LD Utilities PACIFIC GAS & ELECTRIC 24.66 25687 07/08/2024 Airport Business Park LD Utilities PACIFIC GAS & ELECTRIC 764.59 25687 07/08/2024 Atwater South LD Utilities PACIFIC GAS & ELECTRIC 46.72 25687 07/08/2024 Water Enterprise Fund Utilities PACIFIC GAS & ELECTRIC 120,978.87 25687 07/08/2024 Sewer Enterprise Fund Utilities PACIFIC GAS & ELECTRIC 5,708.92 25687 07/08/2024 Internal Service Fund Utilities PACIFIC GAS & ELECTRIC 9,789.98 Check Total: 164,539.82
25688 07/08/2024 Sewer Enterprise Fund Special Departmental Expense PACIFIC WATER RESOURCES 2,957.30 Check Total: 2,957.30
25689 07/08/2024 Water Fund Capital Replacement Installation-New Water Meters POLLARD WATER 561.15 Check Total: 561.15
25690 07/08/2024 General Fund Professional Services PRECISION CIVIL ENGINEERING, INC. 6,578.75 25690 07/08/2024 General Fund Professional Services PRECISION CIVIL ENGINEERING, INC. 210.00 Check Total: 6,788.75
25691 07/08/2024 General Fund Office Supplies QUADIENT, INC. 114.00 Check Total: 114.00
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AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 10
Check Number Check Date Fund Name Account Name Vendor Name Void Amount 25692 07/08/2024 Public Safety Trans & Use Tax Special Departmental Expense ROGUE FITNESS 4,881.30 Check Total: 4,881.30
25693 07/08/2024 Water Enterprise Fund Special Departmental Expense SAFE-T-LITE 717.51 25693 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense SAFE-T-LITE 202.28 Check Total: 919.79
25694 07/08/2024 General Fund Training CHRISTOPI-lER SALAZAR 178.16 Check Total: 178.16
25695 07/08/2024 Internal Service Fund Professional Services SERVICEMASTER/MELIN ENTERPRISES 461.21 Check Total: 461.21
25696 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense SIERRA MATERIALS & TRUCKING COMPANY 63.79 25696 07/08/2024 Gas Tax/Street Improvement Special Departmental Expense SIERRA MATERIALS & TRUCKING COMPANY 63.79 Check Total: 127.58
25697 07/08/2024 General Fund Special Departmental Expense NATALIE SOBALVARRO 125.00 Check Total: 125.00
25698 07/08/2024 Internal Service Fund Improvements Other Than Bldg STATE PRO BUILDERS INC. 18,780.00 Check Total: 18,780.00
25699 07/08/2024 General Fund Professional Services STERICYCLE INC 39.44 Check Total: 39.44
25700 07/08/2024 Gas Tax/Street Improvement Professional Services SUNBELT RENTALS INC 540.00 Check Total: 540.00
25701 07/08/2024 Water Enterprise Fund Special Departmental Expense SUPERIOR POOL PRODUCTS LLC 967.88 25701 07/08/2024 Water Enterprise Fund Special Departmental Expense SUPERIOR POOL PRODUCTS LLC 958.98 25701 07/08/2024 Water Enterprise Fund Special Departmental Expense SUPERIOR POOL PRODUCTS LLC 1,084.02 25701 07/08/2024 Water Enterprise Fund Special Departmental Expense SUPERIOR POOL PRODUCTS LLC 2,051.90 25701 07/08/2024 Water Enterprise Fund Special Departmental Expense SUPERIOR POOL. PRODUCTS LLC 1,035.69 Check Total: 6,098.47
25702 07/08/2024 Information Technology Fund Communications TPX COMMUNICATIONS 9,770.71 Check Total: 9,770.71
25703 07/08/2024 Internal Service Fund Professional Services TRANE U.S. INC. 2,178.00 AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 11
_"
Check Number Check Date Fund Name Account Name Vendor Name Void Amount Check Total: 2,178.00
25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 327.57 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 25.38 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 345.43 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 25.39 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 34.07 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 31.98 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 46.13 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 523.10 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 27.55 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 347.97 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 174.61 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 35.11 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 174.98 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 394.27 25704 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 279.56 25704 07/08/2024 Water Enterprise Fund Rents & Leases UBEO WEST LLC 125.67 25704 07/08/2024 Sewer Enterprise Fund Rents & Leases UBEO WEST LLC 125.67 Check Total: 3,044.44
25705 07/08/2024 General Fund Rents & Leases UBEO WEST LLC 176.28 Check Total: 176.28
25706 07/08/2024 Water Enterprise Fund Professional Services VALLEY UTILITIE CONSTRUCTION, INC. 1,000.00 25706 07/08/2024 Water Enterprise Fund Professional Services VALLEY UTILITIE CONSTRUCTION, INC. 1,000.00 25706 07/08/2024 Water Enterprise Fund Special Departmental Expense VALLEY UTILITIE CONSTRUCTION, INC. 1,000.00 Check Total: 3,000.00
25707 07/08/2024 Internal Service Fund Operations & Maintenance VAN DE POL 12,259.56 Check Total: 12,259.56
25708 07/08/2024 Sewer Enterprise Fund Professional Services VEOLIA WATER NORTH AMERICA 201,182.07 Check Total: 201,182.07
25709 07/08/2024 Employee Benefits Fund Vision Insurance VISION SERVICE PLAN (CA) 1,151.49 25709 07/08/2024 Employee Benefits Fund Vision Insurance VISION SERVICE PLAN (CA) 17.58 Check Total: 1,169.07
25710 07/08/2024 SB1-Road Maint & Rehab RMRA Fruitland Ave Rd Improvements VVH CONSULTING SERVICES 9,990.00 25710 07/08/2024 General Fund Professional Services VVH CONSULTING SERVICES 4,895.00 25710 07/08/2024 Water Enterprise Fund Professional Services VVH CONSULTING SERVICES 19,580.00 AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 12
-
Check Number Check Date Fund Name Account Name Vendor Name Void Amount 25710 07/08/2024 General Fund Professional Services VVH CONSULTING SERVICES 1,815.00 25710 07/08/2024 SB1-Road Maint & Rehab RMRA Fruitland Ave Rd Improvements VVH CONSULTING SERVICES 4,250.00 25710 07/08/2024 General Fund Professional Services VVH CONSULTING SERVICES 2,650.00 25710 07/08/2024 General Fund Professional Services VVH CONSULTING SERVICES 2,287.50 25710 07/08/2024 General Fund Professional Services VVH CONSULTING SERVICES 16,605.00 25710 07/08/2024 Local Transportation Fund Atwater Blvd & First St Signal VVH CONSULTING SERVICES 1,557.38 25710 07/08/2024 Sewer Enterprise Fund Eucalyptus/First Drainage Imp VVH CONSULTING SERVICES 18,750.00 25710 07/08/2024 Sewer Enterprise Fund Atwater Blvd Drainage Imprvmts VVH CONSULTING SERVICES 15,600.00 25710 07/08/2024 General Fund Capital Phase 2 Ped Imp Proj Downtown VVH CONSULTING SERVICES 39,803.59 25710 07/08/2024 Measure V 20% AlternativeModes Phase 2 Ped Imp Proj Downtown VVH CONSULTING SERVICES 5,156.97 Check Total: 142,940.44
25711 07/08/2024 Sewer Enterprise Fund Special Departmental Expense WARD ENTERPRISES 39.01 Check Total: 39.01
25712 07/08/2024 General Fund Maint. Buildings & Grounds WATERFORD IRRIGATION SUPPLY, INC 16.96 Check Total: 16.96
25713 07/08/2024 Sewer Enterprise Fund Special Departmental Expense WINTON HARDWARE 78.58 25713 07/08/2024 Water Enterprise Fund Special Departmental Expense WINTON HARDWARE 53.86 25713 07/08/2024 Sewer Enterprise Fund Special Departmental Expense WINTON HARDWARE 16.88 25713 07/08/2024 Sewer Enterprise Fund Special Departmental Expense WINTON HARDWARE 61.35 25713 07/08/2024 Sewer Enterprise Fund Special Departmental Expense WINTON HARDWARE 6.45 Check Total: 217.12
Report Total: 1,314,844.61
AP-Checks for Approval (7/3/2024 - 10:22 AM) Page 13

CITY OF ATWATER
Minutes

SPECIAL MEETING

CITY COUNCIL

ACTION MINUTES
June 12, 2024
OPEN SESSION: (Council Chambers)
The City Council of the City of Atwater met in Special Session this date at 5:01 PM in the City Council Chambers located at the Atwater Civic Center, 750 Bellevue Road, Atwater, California; Mayor Nelson presiding.

ROLL CALL:

Present: City Council Members Ambriz, Button, Cale, Mayor Pro Tem Raymond, Mayor Nelson

Absent: None
Staff Present: City Attorney Splendorio, Deputy City Clerk Peralta CLOSED SESSION: (Conference Room A)
Pursuant to Government Code Section 54957, Public Employee Appointment; Title: City Manager
Mayor Nelson invited public comment on Closed Session items.

Council Member Ambriz arrived at the dais at 5:02 PM.

Jim Price spoke regarding Interim City Manager Thompson.

No one else came forward to speak.

Mayor Nelson closed public comment.

City Council Special Meeting Action Minutes for June 12, 2024 Page 2 Mayor Nelson adjourned the meeting to Conference Room A for Closed Session at 5:07 PM. Human Resources Director Sousa joined the meeting in Conference Room A.

City Attorney Splendorio reported that the City Council received information, provided direction, and there was no reportable action.

ADJOURNMENT:

Mayor Nelson adjourned the meeting at 9:07 PM.

APPROVED:
________________________________

MIKE NELSON
MAYOR
ATTEST:
________________________________

GISELA PERALTA

DEPUTY CITY CLERK

CITY COUNCIL

AGENDA REPORT

MEETING
DATE:

July 8, 2024
TO: Mayor and City Council
FROM: Justin Vinson, Public Works Director

PREPARED
BY:

Justin Vinson, Public Works Director
SUBJECT: Approving a Purchase Order to Aqua Metric for a New Basestation (Public Works Director Vinson)

RECOMMENDED COUNCIL ACTION
Awards a purchase to Aqua Metric of Sacramento, California for a new basestation, in an amount not to exceed $53,287.50; and authorizes and directs the City Manager, or his designee, to execute the Purchase Order on behalf of the City.

I. BACKGROUND/ANALYSIS:

Currently, over half of the City services are metered. The city has approximately 4,500 metered water services. All of these meters transmit to one basestation that is located at the current city hall. Some meters that are located on the edge of the city limits will have trouble transmitting information to the current basestation, especially in the southwest and south-east quadrants of the city. Aqua-Metric has determined installing a repeater basestation, on a light pole at Memorial Park, will resolve the issue of poor communication in these parts of the city. This basestation will not store information like the station at City Hall, but will receive the communication first from the meters and then send the information to the current basestation at City Hall, where the information will be stored.

The City may directly procure the goods or services if the services or goods are only available from one source either because: (1) the brand or trade name article, goods, or product or proprietary service is the only one which will properly meet the needs of the City; or (2) the item or service is unique and available only form a sole source; or (3) the item or service is designed to match others already in use or necessary to be compatible with others already in use. Sensus branded products are used for the city's water meter system. Aqua Metric is the only authorized local distributor in the area to sell and service Sensus Metering Systems products, which are the only compatible meters and transmitters for the city's meter system. Aqua Metric has provided documentation stating this information as seen in "Exhibit B".

II. FISCAL IMPACTS:

CITY COUNCIL
Mike Nelson, Mayor
Danny Ambriz Tyler Button
John Cale Brian Raymond

Agenda Report - Approving a Purchase Order to Aqua Metric for a New Basestation (Public Works Director Vinson) Page 2

Sufficient funding is available in FY 2024-25 Budget, Water Fund Capital Replacement, Capital Projects, Installation-New Water Meters, Account No. 6001.1080.L014.

This item has been reviewed by the Finance Department.

III. LEGAL REVIEW:

This item has been reviewed by the City Attorney's Office.

IV. EXISTING POLICY:

This item is consistent with goal number one (1) of the City's Strategic Plan: to ensure the City's continued financial stability.

V. ALTERNATIVES:

N/A
VI. INTERDEPARTMENTAL COORDINATION:

This item has been routed and reviewed by all departments.

VII. PUBLIC PARTICIPATION:

The public will have an opportunity to provide comments on this item prior to City Council action.

VIII. ENVIRONMENTAL REVIEW:

This item is not considered a "project" under Section 21065 of the Public Resources Code as it will not directly or reasonably indirectly affect the physical environment and therefore is not subject to review or analysis.

IX. STEPS FOLLOWING APPROVAL:

The Public Works Department will coordinate with Administration and Finance to execute the Purchase Order.

Submitted by:

Justin Vinson, Public Works Director
Approved by:
/s/ Chris Hoem
Chris Hoem, City Manager
Attachments:

Agenda Report - Approving a Purchase Order to Aqua Metric for a New Basestation (Public Works Director Vinson) Page 3

1. Exhibit A-Aqua Metric Basestation Quote

2. Exhibit B- Aqua Metric Sole Source Letter

CITY COUNCIL

AGENDA REPORT

MEETING
DATE:

July 8, 2024
TO: Mayor and City Council
FROM: William Novetzke, Lieutenant

PREPARED
BY:

Michael Salvador, Police Chief
SUBJECT: Authorizing and Approving a Cooperative Purchase, Purchase Agreement (Purchase Order) to Montrose Ford for the Purchase of One (1) New 2023 Dodge Charger Police Vehicle and
Equipment (Police Chief Salvador)

RECOMMENDED COUNCIL ACTION
Authorizes and approves a Cooperative Purchase, Purchase Agreement (Purchase Order) to Montrose Ford, Akron, Ohio, for the purchase of one (1) new 2023 Dodge Charger Pursuit with Police Equipment, in the combined amount not to exceed $56,100; and authorizes and directs the City Manager or designee to execute the Agreement (Purchase Order) on behalf of the City.

I. BACKGROUND/ANALYSIS:

The Police Department currently uses Dodge Charger Pursuit police vehicles as patrol cars. As part of the Department's ongoing program to replace aging public safety vehicles, the Department continuously looks for patrol vehicles that can be procured from a variety of sources. The post-pandemic supply chain issues have hampered the Department's ability to procure patrol vehicles.

Identification, budgeting, and replacement of outdated equipment, prior to the breakdown of equipment, have become goals of the Police Department. The Department was made aware of a source of fully equipped new police vehicles ready for delivery to the department. Montrose Ford is one of the major police vehicle suppliers for the State of Ohio, and they reached out to the department after the Police Chief's attendance at the Government Fleet expo in Dallas, Texas in 2023. The Department has reserved a fully equipped Dodge Charger police vehicle for immediate delivery upon purchase approval.

The City may join in purchases and contracts established by other jurisdictions, provided the cooperative agreement is established following a competitive bid process consistent with the City’s competitive process. Sourcewell, formerly known as the National Joint Powers Alliance (“NJPA”), a public agency serving as a national

CITY COUNCIL
Mike Nelson, Mayor
Danny Ambriz Tyler Button
John Cale Brian Raymond

Agenda Report - Authorizing and Approving a Cooperative Purchase, Purchase Agreement (Purchase Order) to Montrose Ford for the Purchase of One (1) New 2023 Dodge Charger Police Vehicle and Equipment (Police Chief Salvador) Page 2

municipal contracting agency, released a Request for Proposals (“RFP”) for the procurement of Vehicles, Cars, Vans, SUV's, and Light Trucks with Related Equipment, Accessories, and Services (EXHIBIT “A”). Montrose Ford is an authorized vendor, Sourcewell number PUR21-208.

Montrose Ford has provided a quotation for one (1) new Dodge Charger Pursuit (EXHIBIT “B”).

II. FISCAL IMPACTS:

Sufficient funding for the Purchase Agreement (Purchase Order) for the vehicles is available in Fiscal Year 2024-2025 Budget, Public Safety Transactions and Use Tax, Machinery and Equipment Account No. 0004-2021-6021.

This item has been reviewed by the Finance Department.

III. LEGAL REVIEW:

This item has been reviewed by the City Attorney’s Office.

IV. EXISTING POLICY:

This item is consistent with goal numbers one (1) and two (2) of the City's Strategic Plan: to ensure the City's continued financial stability and to improve public safety, respectively.

V. ALTERNATIVES:

N/A
VI. INTERDEPARTMENTAL COORDINATION:

This item has been reviewed by all necessary departments.

VII. PUBLIC PARTICIPATION:

The public will have an opportunity to provide comments on this item prior to City Council action.

VIII. ENVIRONMENTAL REVIEW:

This item is not considered a project as defined under Section 21065 of the Public Resources Code as this action would not directly or reasonably indirectly significantly impact the physical environment.

IX. STEPS FOLLOWING APPROVAL:

Staff will prepare a Purchase Agreement (Purchase Order) for the purchase of the one (1) Dodge Charge Pursuit and coordinate delivery with Montrose Ford.

Submitted by:

Agenda Report - Authorizing and Approving a Cooperative Purchase, Purchase Agreement (Purchase Order) to Montrose Ford for the Purchase of One (1) New 2023 Dodge Charger Police Vehicle and Equipment (Police Chief Salvador) Page 3

Michael Salvador, Police Chief
Approved by: /s/ Chris Hoem
Chris Hoem, City Manager
Attachments:

1. RFP and Addendums-Autos SUVs 091521 (Exhibit A)

2. 5PS088 2023 CHARGER PURSUIT AWD V6 - ATWATER (Exhibit B)

 
  


 

 






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Order No: 5PS088 FAN#
LDEE48 CHARGER POLICE AWD LNF D/S LED SPOT LIGHT
29A PREFERRED PKG LNX LED SPOT LAMP
X5 CLTH FRT BKT / VNL R
X9 BLACK
ERB 3.6L V6 24V ENGINE
DFT 8-SPD AUTO

$ 37,105.00

245/55R18 BSW PERFORMANCE TIRES TYL $200.00 $ 200.00
CONVENIENCE GROUP I AHM $540.00 $ 540.00
DEACTIVATE REAR DOORS/WINDOWS CW6 $85.00 $ 85.00
POWER HEATED MIRRORS W/MAN FOLD AWAY GUK $70.00 $ 70.00 DELIVERY TO CA DEALER $2,000.00 $ 2,000.00
TITLE FEE DEALER $ 15.00 INCLUDED
0 $ 40,000.00
Attn: $ 14,600.00
$ 1,000.00
$ 500.00
Derek Powers $ 56,100.00
Fleet/Gvmt. Sales Mgr. 1 unit/s requested $ 56,100.00
Montrose Ford
QUOTED
ORDERED 1/5/2023 QUOTE ACCEPTED BY: Date:
2023 CHARGER POLICE AWD V-6 (PATROL)
TOTAL FOR CHANGING LIGHTS TO RED (front of light bar only)

TOTAL FOR SINGLE UNIT QUOTED / ORDERED

TOTAL QUOTE FOR UNIT W/ ADDED ITEMS FROM ABOVE

TOTAL FOR UPFIT PROVIDED VIA MONTROSE FORD
Items included in the build
COLORS AVAILABLE ON GROUND: BLACK ONLY

TOTAL FOR SECOND SPOTLIGHT (PS)

CITY COUNCIL

AGENDA REPORT

MEETING
DATE:

July 8, 2024
TO: Mayor and City Council
FROM: Greg Thompson, Deputy City Manager/Community Development Director

PREPARED
BY:

John Seymour, City Engineer
SUBJECT: Approving Budget Amendment for PA&ED Services with Mark Thomas and De Novo Planning Group (Deputy City Manager
Thompson)

RECOMMENDED COUNCIL ACTION
Adoption of Resolution No. 3473-24 approving Budget Amendment No. 1 amending Fiscal Year 2024-25 Budget regarding the Bellevue Road Realignment Project.

I. BACKGROUND/ANALYSIS:

On November 13, 2023 City Council approved Amendment No. 1 to the Professional Services Agreement with De Novo Planning Group, of El Dorado Hills, California, for the preparation of the environmental documentation for the Bellevue Road Rehabilitation and Realignment Project for an amount not to exceed $202,881.50; On March 11, 2024 City council approved Amendment 1 of the Professional Services Agreement with Mark Thomas and Company of Fresno, California for the preparation of the support environmental documentation for the Bellevue Road Rehabilitation and Realignment Project for an amount not to exceed $150,958.00.

The Budget Amendment encumbers funding from General Plan Fund 1041-1080-V017 for environmental documentation and environmental documentation support for the Bellevue Road Rehablitation and Realignment project.

II. FISCAL IMPACTS:

Upon approval of the budget amendment, funds will be appropriated to the Bellevue Road Rehabilitation and Realignment Project from the General Plan Fund, 1041-1080- V017.

III. LEGAL REVIEW:

This item has been reviewed by the City Attorney's Office.

CITY COUNCIL
Mike Nelson, Mayor
Danny Ambriz Tyler Button
John Cale Brian Raymond

Agenda Report - Approving Budget Amendment for PA&ED Services with Mark Thomas and De Novo Planning Group (Deputy City Manager Thompson) Page 2

IV. EXISTING POLICY:

This item is consistent with the General Plan.

V. ALTERNATIVES:

N/A
VI. INTERDEPARTMENTAL COORDINATION:

This item was routed to all appropriate departments for review.

VII. PUBLIC PARTICIPATION:

The public will have an opportunity to comment on this item prior to City Council Approval.

VIII. ENVIRONMENTAL REVIEW:

The contracts approved by City council will provide environmental analysis and review for the subject project.

IX. STEPS FOLLOWING APPROVAL:

Upon City Council adoption of Resolution No.3473-24, staff will execute Budget Amendment No. 1 to appropriate funds from account 1041-1080-V017.

Submitted by:

Greg Thompson, Deputy City Manager/Community Development Manager Approved by: /s/ Chris Hoem
Chris Hoem, City Manager
Attachments:

1. 3473-24 Budget Amendment No. 1 Bellevue

CITY COUNCIL
OF THE

CITY OF ATWATER
RESOLUTION NO. 3473-24

A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF ATWATER APPROVING BUDGET
AMENDMENT NO. 1 AMENDING FISCAL YEAR
2024-25 BUDGET TO ESTABLISH BUDGET IN

THE GENERAL PLAN FUND REGARDING

BELLEVUE ROAD

REHABILITATION/REALIGNMENT PROJECT

APPROVAL & ENVIRONMENTAL DOCUMENT
(PA&ED)
WHEREAS, the City Council of the City of Atwater adopted Resolution No. 3462-24 adopting the Fiscal Year 2024-25 Budget on June 10, 2024; and WHEREAS, from time to time, and in order to operate effectively, it is necessary to amend said budget.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Atwater does hereby approve Budget Amendment No.1 to the Fiscal Year 2024-25 Budget as follows:

SECTION 1: Establishing Budget in the General Plan Update Fund for Fiscal Year 2024-25 regarding Bellevue Road Rehabilitation/Realignment Project Approval & Environmental Document (PA&ED) increasing the budget by the values shown below.

Establish Budget
(Expense)
1041-1080-V017 Measure V Regional –
Bellevue Road PA&ED
$202,881.50
Establish Budget
(Expense)
1041-1080-V017 Measure V Regional –
Bellevue Road PA&ED
$150,958.00
BE IT FURTHER RESOLVED that a copy of this resolution appends to the original budget document that is available in the Finance Department and the City Clerk’s office.

The foregoing resolution is hereby adopted this 8th day of July 2024.

Resolution No. 3473-24 Page 2
AYES:

NOES:

ABSENT:

APPROVED:

________________________________

MIKE NELSON, MAYOR
ATTEST:
_______________________________
KORY J. BILLINGS, CITY CLERK

CITY COUNCIL

AGENDA REPORT

MEETING
DATE:

July 8, 2024
TO: Mayor and City Council
FROM: Greg Thompson, Deputy City Manager/Community Development Director

PREPARED
BY:

Kayla Rashad, Administrative Assistant
SUBJECT: Approving the Plans and Specifications for the Pre-approved Accessory Dwelling Units (ADUs) and to Initiate the ADU program (Deputy City Manager Thompson)

RECOMMENDED COUNCIL ACTION
Open the public hearing and take any testimony given;
Close the public hearing;
Adopt Resolution No. 3472-24 approving the plans and specifications for the preapproved ADU plans and initiate the ADU program; or Motion to approve staff's recommendation as presented.

I. BACKGROUND/ANALYSIS:

BACKGROUND:

Government code section 65852.2 is a California law that allows local agencies to create ordinances for accessory dwelling units (ADUs) in residential zones (instead of defautling to the State's ADU laws). ADUs are secondary units that can be attached or detached from the primary dwelling.

AB 1332 is a new bill that requires each local agency, by January 1, 2025, to develop a program for the preapproval of accessory dwelling unit plans, whereby the local agency accepts accessory dwelling unit plan submissions for preapproval and approves or denies the preapproval applications, as specified.

ANALYSIS:

The City of Atwater contracted Precision Civil Engineering to design pre-approved ADU plans for its ADU program previously established by ordinance. The preapproved ADU

CITY COUNCIL
Mike Nelson, Mayor
Danny Ambriz Tyler Button
John Cale Brian Raymond

Agenda Report - Approving the Plans and Specifications for the Pre-approved Accessory Dwelling Units (ADUs) and to Initiate the ADU program (Deputy City Manager Thompson) Page 2

plans will consist of four different detached designs including a 375 square foot studio layout (Figure 1), a 550 square foot 1 bed, 1 bath layout (Figure 2), a 743 square foot 2 bed, 1 bath layout (Figure 3), and a 908 square foot 2 bed, 1 bath layout (Figure 4).

These preapproved plans are meant to streamline the ADU permitting process.

However, an applicant can still choose to provide their own sets of plans. Pursuant to Government code section 65852.27 (a)(4)(A), the preapproved plans will be posted on the City’s website. Pursuant to Government Code 65852.27 (b), the City shall approve or deny an application for a detached accessory dwelling unit ministerially without discretionary review pursuant to Government Codes 66317 and 66320, except that the local agency shall either approve or deny the application within 30 days from the date the local agency receives a completed application, if the application utilizes a plan for an accessory dwelling unit that has been preapproved by the local agency.

Figure 1 – 375 Sq. Ft. Studio, 1 bath
Figure 2 – 550 Sq. Ft. 1 bed, 1 bath

Agenda Report - Approving the Plans and Specifications for the Pre-approved Accessory Dwelling Units (ADUs) and to Initiate the ADU program (Deputy City Manager Thompson) Page 3

Figure 3 – 743 Sq. Ft. 2 bed, 1 bath
Figure 4 – 908 Sq. Ft. 2 bed, 1 bath
II. FISCAL IMPACTS:

No negative fiscal impacts are anticipated with the approval of this project. This item has been reviewed by the Finance Department.

III. LEGAL REVIEW:

This item has been reviewed by the City Attorney’s Office IV. EXISTING POLICY:

None
V. ALTERNATIVES:

Not required for all staff reports but should be included in most reports where the Council should be considering options, or discussion of options already investigated.

If there are Policy options for consideration, the discussion should be specific and detailed.

Agenda Report - Approving the Plans and Specifications for the Pre-approved Accessory Dwelling Units (ADUs) and to Initiate the ADU program (Deputy City Manager Thompson) Page 4

VI. INTERDEPARTMENTAL COORDINATION:

An interdepartmental routing sheet was sent to all required departments and affected agencies for review and their comments and conditions have been incorporated.

VII. PUBLIC PARTICIPATION:

The public hearing was adequately noticed and advertised for the regularly scheduled Planning Commission hearing. The public will have the opportunity to provide comments on this item prior to Planning Commission action.

VIII. ENVIRONMENTAL REVIEW:

This item is not a “project” under the California Environmental Quality Act (CEQA) as this activity does not cause either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment, pursuant to Public Resources Code section 21065.

IX. STEPS FOLLOWING APPROVAL:

Following the adoption of Resolution No. 3472-24, the City Clerk's office will certify the Resolution.

Submitted by:

Greg Thompson, Deputy City Manager/Community Development Manager Approved by: /s/ Chris Hoem
Chris Hoem, City Manager
Attachments:

1. 3472-24 Preapproved Plans and Specs ADUs

2. SJV REAP ADU - CITY OF ATWATER (375)

3. SJV REAP ADU - CITY OF ATWATER (550)

4. SJV REAP ADU - CITY OF ATWATER (743)

5. SJV REAP ADU - CITY OF ATWATER (908)

CITY COUNCIL
OF THE

CITY OF ATWATER

RESOLUTION NO. 3472-24

A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF ATWATER APPROVING THE PLANS
AND SPECIFICATIONS FOR THE PREAPPROVED ACCESSORY DWELLING UNITS (ADUs) AND TO INITIATE THE ADU PROGRAM

OUTLINED IN GOVERNMENT CODE SECTION
65852.2
WHEREAS, on June 20, 2024, the City of Atwater Planning Commission adopted Resolution No. 0249-24 recommending the City Council of Atwater approve the plans and specifications for the pre-approved ADU plans and initiate the ADU program as outlined in Government Code Section 65852.2; and,
WHEREAS, this action consists of approving the plans and specifications for the preapproved ADU plans and initiating the ADU program outlined in Government Code Section 65852.2; and,
WHEREAS, the proposed plans and specifications for the pre-approved ADU plans and program would not have a detrimental effect on the health, safety, and welfare of the neighborhood nor have any adverse effect on the community; and, WHEREAS, the City Council finds that the following findings can be made for the plans and specifications for the pre-approved ADU plans and program in support of the project:

1. The public hearing for these plans and specifications for the pre-approved ADU plans and program was adequately noticed and advertised.

2. Adoption of the resolution will not have a detrimental effect on the health, safety, and welfare of the neighborhood or any adverse effects on the community.

NOW THEREFORE BE IT RESOLVED, that the City Council of the City of Atwater does hereby approve Resolution No. 3472-24 approving the plans and specifications for the preapproved ADU plans and initiate the ADU program as outlined in Government Code Section 65852.2.

Resolution No. 3472-24 Page 2
The foregoing resolution is hereby adopted this 8th day of July 2024.

AYES:

NOES:

ABSENT:

APPROVED:
__________________________________

MIKE NELSON, MAYOR
ATTEST:
______________________________
KORY J. BILLINGS, CITY CLERK

SHEET INDEX
375 SQ. FT.

STUDIO 1 BATH

ACCESSORY DWELLING UNIT

DETACHED

ADU INFO

ADDITIONAL REQUIREMENTS

DUE AT TIME OF SUBMITTAL

CITY OF ATWATER

PRE-REVIEWED

ACCESSORY DWELLING UNIT PROGRAM
BUILDING CODE:
375
C0

1. GENERAL
A. ELECTRICAL, PLUMBING, AND MECHANICAL
C. MECHANICAL VENTILATION AND INDOOR AIR QUALITY (ASHRAE 62.2-2010) D. FOUNDATION
“ ”
E. WOOD FRAMING
F. BASIS OF DESIGN
G. GENERAL MATERIAL SPECIFICATIONS
H. LIGHTING
’
I. ROOFING AND WEATHERPROOFING
J. DRAINAGE NOTES
K. STREET ADDRESSING
375
C1

375
C2

BEDROOM
(11'-8" x 5'-10")
8'-0" CEILING

KITCHEN
(7-11" x 8'-7")
8'-0" CEILING

LIVING ROOM
(15'-8" x 8'-0")
8'-0" CEILING

BATHROOM
(9'-0" x 5'-0")
8'-0" CEILING

AGING-IN-PLACE

OPTIONAL ROLL-IN SHOWER PLAN NOTES

WINDOW SCHEDULE

MARK DIMENSION TYPE TEMPERED NOTES

DOOR SCHEDULE

MARK DIMENSION TYPE NOTES
LEGEND

OPTIONAL
ROLL-IN SHOWER 3
4 " = 1'
375
A1

LIVING ROOM

KITCHEN

BATHROOM KITCHEN

SECTION KEYNOTES

SECTION B - B

SECTION A - A
1 2
" = 1'
375
A2

FRONT ELEVATION LEFT ELEVATION

REAR ELEVATION RIGHT ELEVATION
3 8
" = 1'
375
A3

FRONT ELEVATION LEFT ELEVATION

REAR ELEVATION RIGHT ELEVATION
3 8
" = 1'
375
A4

FRONT ELEVATION LEFT ELEVATION

REAR ELEVATION RIGHT ELEVATION
3 8
" = 1'
375
A5

WALL BRACING NOTES

KEYNOTES/LEGEND

TYPE MATERIAL NAILING/STAPLING

WALL BRACING SCHEDULE
3 4
" = 1'
375
S1

KEYNOTES
NOTES

ATTIC VENTILATION REQUIREMENTS
● ²
² ²
PROVIDE:
² ²
²
3 4
" = 1'
375
S2

#
EXTERIOR FOOTING 1 NON-BEARING INTERIOR FOOTING 2EAVE DETAIL 4 CS-PF DETAIL 3 NON-BRG., NON-BRACED WALL CONNECTION 5 GABLE END DETAIL 6

HEADER SCHEDULE
NOTES:
⅊
⅊
⅊
TYP. WALL FRAMING AT OPENING
HEADER DETAIL 7
375
S3

MIN CLASS C RATED ROOFING
& UNDERLAYMENT - OPTIONAL

CLASS A RATED ROOFING AND

UNDERLAYMENT
2X4 BLOCKING FRIEZE BLOCKING
CONTINUOUS ASSEMBLY.

COMPLIES W/ EXCEPTION CRC
TABLE 302.1(1)TYP (NO EAVE

VENT PERMITTED)
5/8" TYPE X GYP
BD. AT INTERIOR

STUD FACE

RIGID INSULATION FOAM
BOARD
WRB 2 LAYERS NO.15 BUILDING
PAPER OVER GYP. BD.

PLYWD SHEATHING PER
PLAN
2X P.T. SILL PLATE
CONC. SLAB/FOOTING

PER PLAN

METAL LATH
7/8" MIN. EXTERIOR

CEMENT PLASTER

STUCCO FINISH

MIN CLASS C RATED ROOFING &

UNDERLAYMENT - OPTIONAL CLASS A

RATED ROOFING AND UNDERLAYMENT
5/8" TYPE X GYP BD. AT

INTERIOR STUD FACE RIGID INSULATION

FOAM BOARD
WRB 2 LAYERS NO.15

BUILDING PAPER OVER
GYP. BD.

PLYWD SHEATHING

PER PLAN

METAL LATH
7/8" MIN. EXTERIOR

CEMENT PLASTER

STUCCO FINISH
5/8" TYPE X GYP BD.

AT INTERIOR SIDES
5/8" TYPE X GYP BD. AT

EXTERIOR SIDES
2X P.T. SILL PLATE
CONC. SLAB/FOOTING

PER PLAN

ENGINEERED OR

NATURAL WOOD SIDING
2 X 6 WOOD STUDS
AT 16" O.C.

TYPE X GYP BD. 4' WIDE,

APPLIED HORIZONTALLY

OR VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED
WITH 2 1
4 " TYPE S

DRYWALL SCREWS,
SPACED 12" O.C.

CAVITY TO BE FILLED
WITH 5 1
2 " MINERAL

WOOL INSULATION
OR R-19 MINERAL

FIBER INSULATION
2X DOUBLE TOP PLATE

WOOD STRUCTURAL PANEL

SHEATHING PER PLAN
5/8" TYPE X GYP BD. AT

INTERIOR SIDES

ENGINEERED OR

NATURAL WOOD
SIDING
5/8" TYPE X GYP BD.

AT EXTERIOR SIDES
TYPE X GYP BD. 4' WIDE,

APPLIED HORIZONTALLY

OR VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED WITH
2 1
4 " TYPE S DRYWALL
SCREWS, SPACED 12"
CAVITY TO BE FILLED O.C.

WITH 5 1
2 " MINERAL

WOOL INSULATION
OR R-19 MINERAL

FIBER INSULATION

WOOD STRUCTURAL

PANEL SHEATHING

PER PLAN
2 X 6 WOOD STUDS AT 16" O.C.
5/8" TYPE X
GYP BD. AT

INTERIOR
SIDES
5/8" TYPE X GYP BD.

AT EXTERIOR SIDES
2X P.T. SILL
PLATE
CONC.

SLAB/FOOTING

PER PLAN

ENGINEERED

OR NATURAL

WOOD SIDING
2 X 6 WOOD
STUDS AT 16"
O.C.

TYPE X GYP BD. 4' WIDE,

APPLIED HORIZONTALLY

OR VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED WITH
2 1
4 " TYPE S DRYWALL
SCREWS, SPACED 7" O.C.

INSULATION AS

REQUIRED BY

ENERGY CODE
2X DOUBLE TOP PLATE

WOOD STRUCTURAL PANEL

SHEATHING PER PLAN
5/8" TYPE X GYP BD. AT

INTERIOR SIDES

ENGINEERED OR

NATURAL WOOD SIDING
5/8" TYPE X GYP BD.

AT EXTERIOR SIDES
TYPE X GYP BD. 4'

WIDE, APPLIED

HORIZONTALLY OR

VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED
WITH 2 1
4 " TYPE S

DRYWALL SCREWS,
INSULATION AS SPACED 7" O.C.

REQUIRED BY

ENERGY CODE
WOOD

STRUCTURAL

PANEL SHEATHING

PER PLAN
2 X 6 WOOD STUDS AT 16" O.C.
5/8" TYPE X GYP BD. AT

INTERIOR SIDES ORIENTED

VERTICALLY & FASTENED
WITH 1 3
4 " CUP-HEAD GYPSUM
NAILS, SPACED 7" O.C. OR 1
1 2
" TYPE S DRYWALL
SCREWS, SPACED 8" O.C.
5/8" TYPE X GYP SHEATHING

AT EXTERIOR SIDES
FASTENED WITH 1 3
4 " LONG
ROOFING NAILS SPACED 7"
O.C. SHEATHING EDGE
JOINTS SHALL BE\

STAGGERED FROM THOSE ON

OPPOSITE SIDE OF THE WALL
2X P.T. SILL PLATE
CONC. SLAB/FOOTING

PER PLAN
OPTIONAL FURRING.

MIN. 1 1
2 " WIDE X 3
8 " THICK
2 X 6 WOOD
STUDS AT 16"
O.C.

GLASS FIBER BATT

INSULATION

CONFORMING TO
CSA A101
2X DOUBLE TOP PLATE

FIBER CEMENT SIDING

WOOD STRUCTURAL PANEL

SHEATHING PER PLAN
5/8" TYPE X GYP SHEATHING

AT EXTERIOR SIDES FASTENED
WITH 1 3
4 " LONG ROOFING
NAILS SPACED 7" O.C.

SHEATHING EDGE JOINTS

SHALL BE STAGGERED FROM

THOSE ON OPPOSITE SIDE OF

THE WALL
OPTIONAL FURRING.

MIN. 1 1
2 " WIDE X 3
8 " THICK

FIBER CEMENT SIDING
5/8" TYPE X GYP BD. AT INTERIOR

SIDES ORIENTED VERTICALLY &
FASTENED WITH 1 3
4 " CUP-HEAD
GYPSUM NAILS, SPACED 7" O.C.

OR 1 1
2 " TYPE S DRYWALL
SCREWS, SPACED 8" O.C.

GLASS FIBER BATT

INSULATION CONFORMING
TO CSA A101
WOOD

STRUCTURAL

PANEL SHEATHING

PER PLAN
2 X 6 WOOD STUDS AT 16" O.C.
8 1-HOUR FIRE RATED GABLE END FOR STUCCO FINISH 12
9 1-HOUR FIRE RATED ASSEMBLY FOR

ENGINEERED OR NATURAL WOOD SIDING
13 1-HOUR FIRE RATED GABLE END FOR ENGINEERED OR

NATURAL WOOD SIDING
1-HOUR FIRE RATED ASSEMBLY FOR STUCCO FINISH 10
1-HOUR FIRE RATED ASSEMBLY FOR

ENGINEERED OR NATURAL WOOD SIDING
14 1-HOUR FIRE RATED GABLE END FOR ENGINEERED OR

NATURAL WOOD SIDING
11 1-HOUR FIRE RATED ASSEMBLY FOR

FIBER CEMENT SIDING
15 1-HOUR FIRE RATED GABLE END FOR FIBER CEMENT SIDING
375
S4

PANEL SCHEDULE -PANEL 'A'

DESCRIPTION CKT OCPD PHASE A PHASE B OCPD CKT DESCRIPTION

ELECTRICAL LEGEND

SUB-PANEL & SWITCH GEAR FOR
FUTURE BATTERY STORAGE N.T.S.

SOLAR READY KEYNOTES CLOTHES DRYER VENT NOTES OUTLET NOTES 1 2
" = 1'
375
E1

CHAPTER 4

RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION

4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE

4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency.

4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING

4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section

4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance.

Exceptions:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite.

3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility.

4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency.

1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale.

2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream).

3. Identify diversion facilities where the construction and demolition waste material collected will be taken.

4. Identify construction methods employed to reduce the amount of construction and demolition waste generated.

5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.

4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1.

Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company.

4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1

4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1

4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section.

2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

4.410 BUILDING MAINTENANCE AND OPERATION

4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building:

1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure.

2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems.
e. Water reuse systems.

3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations.

4. Public transportation and/or carpool options available in the area.

5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range.

6. Information about water-conserving landscape and irrigation design and controllers which conserve water.

7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation.

8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc.

9. Information about state solar energy and incentive programs available.

10. A copy of all special inspections verifications required by the enforcing agency or this code.

11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures.

12. Information and/or drawings identifying the location of grab bar reinforcements.

4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section.

DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY

4.303 INDOOR WATER USE

4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4.

Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.

4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.

The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.

4.303.1.3 Showerheads.

4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

4.303.1.4 Faucets.

4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi.

4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi.

4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle.

4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

4.303.1.4.5 Pre-rinse spray valves.

When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]

4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings.

Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE

FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI

LAVATORY FAUCETS IN COMMON & PUBLIC

USE AREAS

0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH

4.304 OUTDOOR WATER USE

4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

NOTES:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:

THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER.

SECTION 4.102 DEFINITIONS

4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water.

WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls.

4.106 SITE DEVELOPMENT

4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section.

4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site.

1. Retention basins of sufficient size shall be utilized to retain storm water on the site.

2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency.

3. Compliance with a lawfully enacted storm water management ordinance.

Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)

4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales

2. Water collection and disposal systems

3. French drains

4. Water retention gardens

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections

4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions:

1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions:

1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power.

1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section

4.106.4, may adversely impact the construction cost of the project.

2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities.

4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.

Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE".

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration.

The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section

4.106.4.3 for application.

Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section.

Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.

Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used.

SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

Exceptions:

1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable.

2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable.

4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.

When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details.

4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms.

The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section.

1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes.

The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.

Exceptions:

1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces.

2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed.

Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use.

2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit.

Exception: Areas of parking facilities served by parking lifts.

4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms.

The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section.

1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes.

The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.

Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required.

Notes:
a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use.

2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit.

Exception: Areas of parking facilities served by parking lifts.

3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.

Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests.

When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces.

4.106.4.2.2.1 Electric vehicle charging stations (EVCS).

Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.

Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements.

4.106.4.2.2.1.1 Location.

EVCS shall comply with at least one of the following options:

1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.

2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building.

Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section

4.106.4.2.2.1.2, Item 3.

4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.

The charging spaces shall be designed to comply with the following:

1.The minimum length of each EV space shall be 18 feet (5486 mm).

2.The minimum width of each EV space shall be 9 feet (2743 mm).

3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction.

4.106.4.2.2.1.3 Accessible EV spaces.

In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A.

4.106.4.2.3 EV space requirements.

1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.

Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code.

2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction.

SECTION 4.501 GENERAL

4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.

SECTION 4.502 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1.

DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)
Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

4.201 GENERAL

4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards.

DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019

PRODUCT CLASS
[spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00
Product Class 2 (> 5.0 ozf and ≤ 1.20
Product Class 3 (> 8.0 ozf) 1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code.

4.106.4.2.4 Identification.

The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.

4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings.

When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.

Notes:

1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging.

2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 375
G1

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC).

Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701.

MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.

VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).

4.503 FIREPLACES

4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances.

4.504 POLLUTANT CONTROL

4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system.

4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.

4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.

Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507.

4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.

4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.

4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification.

2. Field verification of on-site product containers.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.

4.505 INTERIOR MOISTURE CONTROL

4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section.

4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following:

1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06.

2. Other equivalent methods approved by the enforcing agency.

3. A slab design specified by a licensed design professional.

4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following:

1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code.

2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified.

3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.

Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure.

4.506 INDOOR AIR QUALITY AND EXHAUST

4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following:

1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.

2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in)
Notes:

1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination.

2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.

4.507 ENVIRONMENTAL COMFORT

4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods:

1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods.

2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods.

3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods.

Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable.

TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)

ARCHITECTURAL APPLICATIONS VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50

SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD) 50
WOOD 30
FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE

THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)

SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS

ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL

MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.

CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM
THICKNESS OF 5/16" (8 MM).

TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT

COMPOUNDS

COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250

SHELLACS
CLEAR 730
OPAQUE 550

SPECIALTY PRIMERS, SEALERS &

UNDERCOATERS
100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &

EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY

THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)

4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.

4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.

4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.

4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.

4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5

4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards.

5. Other methods acceptable to the enforcing agency.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)
Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
375
G2

ADU INFO

ADDITIONAL REQUIREMENTS

DUE AT TIME OF SUBMITTAL
BUILDING CODE:

CITY OF ATWATER

PRE-REVIEWED

ACCESSORY DWELLING UNIT PROGRAM
550 SQ. FT.
1 BED 1 BATH

ACCESSORY DWELLING UNIT

DETACHED

SHEET INDEX
550
C0

1. GENERAL
A. ELECTRICAL, PLUMBING, AND MECHANICAL
C. MECHANICAL VENTILATION AND INDOOR AIR QUALITY (ASHRAE 62.2-2010) D. FOUNDATION
“ ”
E. WOOD FRAMING
F. BASIS OF DESIGN
G. GENERAL MATERIAL SPECIFICATIONS
H. LIGHTING
’
I. ROOFING AND WEATHERPROOFING
J. DRAINAGE NOTES
K. STREET ADDRESSING
550
C1

550
C2

BEDROOM
(11'-8" x 11'-0")
8'-0" CEILING

KITCHEN
(12-8" x 8'-0")
8'-0" CEILING

LIVING ROOM
(15'-2" x 13'-6")
8'-0" CEILING

AGING-IN-PLACE

OPTIONAL ROLL-IN SHOWER PLAN NOTES

OPTIONAL

ROLL-IN SHOWER

WINDOW SCHEDULE

MARK DIMENSION TYPE TEMPERED NOTES

DOOR SCHEDULE

MARK DIMENSION TYPE NOTES
LEGEND
1 2
" = 1'
550
A1

KITCHEN LIVING
BEDROOM 1 KITCHEN/DINING

SECTION KEYNOTES

SECTION A - A

SECTION B - B
1 2
" = 1'
550
A2

FRONT ELEVATION LEFT ELEVATION

REAR ELEVATION RIGHT ELEVATION
3 8
" = 1'
550
A3

FRONT ELEVATION LEFT ELEVATION

REAR ELEVATION RIGHT ELEVATION
3 8
" = 1'
550
A4

FRONT ELEVATION LEFT ELEVATION

REAR ELEVATION RIGHT ELEVATION
3 8
" = 1'
550
A5

WALL BRACING NOTES

KEYNOTES/LEGEND

TYPE MATERIAL NAILING/STAPLING

WALL BRACING SCHEDULE
1 2
" = 1'
550
S1

NOTES

ATTIC VENTILATION REQUIREMENTS
● ²
² ²
PROVIDE:
² ²
²

KEYNOTES
1 2
" = 1'
550
S2

#
EXTERIOR FOOTING 1 NON-BEARING INTERIOR FOOTING 2EAVE DETAIL 4 CS-PF DETAIL 3 NON-BRG., NON-BRACED WALL CONNECTION 5 GABLE END DETAIL 6

HEADER SCHEDULE
NOTES:
⅊
⅊
⅊
TYP. WALL FRAMING AT OPENING
HEADER DETAIL 9FAN COIL INSTALLATION IN ATTIC 7 ATTIC MOUNTED AIR HANDLER 8 550
S3

MIN CLASS C RATED ROOFING
& UNDERLAYMENT - OPTIONAL

CLASS A RATED ROOFING AND

UNDERLAYMENT
2X4 BLOCKING FRIEZE BLOCKING
CONTINUOUS ASSEMBLY.

COMPLIES W/ EXCEPTION CRC
TABLE 302.1(1)TYP (NO EAVE

VENT PERMITTED)
5/8" TYPE X GYP
BD. AT INTERIOR

STUD FACE

RIGID INSULATION FOAM
BOARD
WRB 2 LAYERS NO.15 BUILDING
PAPER OVER GYP. BD.

PLYWD SHEATHING PER
PLAN
2X P.T. SILL PLATE
CONC. SLAB/FOOTING

PER PLAN

METAL LATH
7/8" MIN. EXTERIOR

CEMENT PLASTER

STUCCO FINISH
5/8" TYPE X GYP BD.

AT INTERIOR SIDES
5/8" TYPE X GYP BD. AT

EXTERIOR SIDES
2X P.T. SILL PLATE
CONC. SLAB/FOOTING

PER PLAN

ENGINEERED OR

NATURAL WOOD SIDING
2 X 6 WOOD STUDS
AT 16" O.C.

TYPE X GYP BD. 4' WIDE,

APPLIED HORIZONTALLY

OR VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED
WITH 2 1
4 " TYPE S

DRYWALL SCREWS,
SPACED 12" O.C.

CAVITY TO BE FILLED
WITH 5 1
2 " MINERAL

WOOL INSULATION
OR R-19 MINERAL

FIBER INSULATION
2X DOUBLE TOP PLATE

WOOD STRUCTURAL PANEL

SHEATHING PER PLAN
5/8" TYPE X
GYP BD. AT

INTERIOR
SIDES
5/8" TYPE X GYP BD.

AT EXTERIOR SIDES
2X P.T. SILL
PLATE
CONC.

SLAB/FOOTING

PER PLAN

ENGINEERED

OR NATURAL

WOOD SIDING
2 X 6 WOOD
STUDS AT 16"
O.C.

TYPE X GYP BD. 4' WIDE,

APPLIED HORIZONTALLY

OR VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED WITH
2 1
4 " TYPE S DRYWALL
SCREWS, SPACED 7" O.C.

INSULATION AS

REQUIRED BY

ENERGY CODE
2X DOUBLE TOP PLATE

WOOD STRUCTURAL PANEL

SHEATHING PER PLAN
5/8" TYPE X GYP BD. AT

INTERIOR SIDES ORIENTED

VERTICALLY & FASTENED
WITH 1 3
4 " CUP-HEAD GYPSUM
NAILS, SPACED 7" O.C. OR 1
1 2
" TYPE S DRYWALL
SCREWS, SPACED 8" O.C.
5/8" TYPE X GYP SHEATHING

AT EXTERIOR SIDES
FASTENED WITH 1 3
4 " LONG
ROOFING NAILS SPACED 7"
O.C. SHEATHING EDGE
JOINTS SHALL BE\

STAGGERED FROM THOSE ON

OPPOSITE SIDE OF THE WALL
2X P.T. SILL PLATE
CONC. SLAB/FOOTING

PER PLAN
OPTIONAL FURRING.

MIN. 1 1
2 " WIDE X 3
8 " THICK
2 X 6 WOOD
STUDS AT 16"
O.C.

GLASS FIBER BATT

INSULATION

CONFORMING TO
CSA A101
2X DOUBLE TOP PLATE

FIBER CEMENT SIDING

WOOD STRUCTURAL PANEL

SHEATHING PER PLAN

MIN CLASS C RATED ROOFING &

UNDERLAYMENT - OPTIONAL CLASS A

RATED ROOFING AND UNDERLAYMENT
5/8" TYPE X GYP BD. AT

INTERIOR STUD FACE RIGID INSULATION

FOAM BOARD
WRB 2 LAYERS NO.15

BUILDING PAPER OVER
GYP. BD.

PLYWD SHEATHING

PER PLAN

METAL LATH
7/8" MIN. EXTERIOR

CEMENT PLASTER

STUCCO FINISH
5/8" TYPE X GYP BD. AT

INTERIOR SIDES

ENGINEERED OR

NATURAL WOOD
SIDING
5/8" TYPE X GYP BD.

AT EXTERIOR SIDES
TYPE X GYP BD. 4' WIDE,

APPLIED HORIZONTALLY

OR VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED WITH
2 1
4 " TYPE S DRYWALL
SCREWS, SPACED 12"
CAVITY TO BE FILLED O.C.

WITH 5 1
2 " MINERAL

WOOL INSULATION
OR R-19 MINERAL

FIBER INSULATION

WOOD STRUCTURAL

PANEL SHEATHING

PER PLAN
2 X 6 WOOD STUDS AT 16" O.C.
5/8" TYPE X GYP BD. AT

INTERIOR SIDES

ENGINEERED OR

NATURAL WOOD SIDING
5/8" TYPE X GYP BD.

AT EXTERIOR SIDES
TYPE X GYP BD. 4'

WIDE, APPLIED

HORIZONTALLY OR

VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED
WITH 2 1
4 " TYPE S

DRYWALL SCREWS,
INSULATION AS SPACED 7" O.C.

REQUIRED BY

ENERGY CODE
WOOD

STRUCTURAL

PANEL SHEATHING

PER PLAN
2 X 6 WOOD STUDS AT 16" O.C.
5/8" TYPE X GYP SHEATHING

AT EXTERIOR SIDES FASTENED
WITH 1 3
4 " LONG ROOFING
NAILS SPACED 7" O.C.

SHEATHING EDGE JOINTS

SHALL BE STAGGERED FROM

THOSE ON OPPOSITE SIDE OF

THE WALL
OPTIONAL FURRING.

MIN. 1 1
2 " WIDE X 3
8 " THICK

FIBER CEMENT SIDING
5/8" TYPE X GYP BD. AT INTERIOR

SIDES ORIENTED VERTICALLY &
FASTENED WITH 1 3
4 " CUP-HEAD
GYPSUM NAILS, SPACED 7" O.C.

OR 1 1
2 " TYPE S DRYWALL
SCREWS, SPACED 8" O.C.

GLASS FIBER BATT

INSULATION CONFORMING
TO CSA A101
WOOD

STRUCTURAL

PANEL SHEATHING

PER PLAN
2 X 6 WOOD STUDS AT 16" O.C.
10 1-HOUR FIRE RATED GABLE END FOR STUCCO FINISH 14
11 1-HOUR FIRE RATED ASSEMBLY FOR

ENGINEERED OR NATURAL WOOD SIDING
15 1-HOUR FIRE RATED GABLE END FOR ENGINEERED OR

NATURAL WOOD SIDING
1-HOUR FIRE RATED ASSEMBLY FOR STUCCO FINISH 12
1-HOUR FIRE RATED ASSEMBLY FOR

ENGINEERED OR NATURAL WOOD SIDING
16 1-HOUR FIRE RATED GABLE END FOR ENGINEERED OR

NATURAL WOOD SIDING
13 1-HOUR FIRE RATED ASSEMBLY FOR

FIBER CEMENT SIDING
17 1-HOUR FIRE RATED GABLE END FOR FIBER CEMENT SIDING
550
S4

PANEL SCHEDULE -PANEL 'A'

DESCRIPTION CKT OCPD PHASE A PHASE B OCPD CKT DESCRIPTION

SOLAR READY KEYNOTES

CLOTHES DRYER VENT NOTES OUTLET NOTES
SUB-PANEL & SWITCH GEAR FOR FUTURE BATTERY STORAGEN.T.S.

ELECTRICAL LEGEND
1 2
" = 1'
550
E1

CHAPTER 4

RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION

4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE

4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency.

4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING

4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section

4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance.

Exceptions:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite.

3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility.

4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency.

1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale.

2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream).

3. Identify diversion facilities where the construction and demolition waste material collected will be taken.

4. Identify construction methods employed to reduce the amount of construction and demolition waste generated.

5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.

4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1.

Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company.

4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1

4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1

4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section.

2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

4.410 BUILDING MAINTENANCE AND OPERATION

4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building:

1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure.

2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems.
e. Water reuse systems.

3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations.

4. Public transportation and/or carpool options available in the area.

5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range.

6. Information about water-conserving landscape and irrigation design and controllers which conserve water.

7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation.

8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc.

9. Information about state solar energy and incentive programs available.

10. A copy of all special inspections verifications required by the enforcing agency or this code.

11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures.

12. Information and/or drawings identifying the location of grab bar reinforcements.

4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section.

DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY

4.303 INDOOR WATER USE

4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4.

Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.

4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.

The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.

4.303.1.3 Showerheads.

4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

4.303.1.4 Faucets.

4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi.

4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi.

4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle.

4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

4.303.1.4.5 Pre-rinse spray valves.

When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]

4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings.

Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE

FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI

LAVATORY FAUCETS IN COMMON & PUBLIC

USE AREAS

0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH

4.304 OUTDOOR WATER USE

4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

NOTES:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:

THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER.

SECTION 4.102 DEFINITIONS

4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water.

WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls.

4.106 SITE DEVELOPMENT

4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section.

4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site.

1. Retention basins of sufficient size shall be utilized to retain storm water on the site.

2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency.

3. Compliance with a lawfully enacted storm water management ordinance.

Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)

4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales

2. Water collection and disposal systems

3. French drains

4. Water retention gardens

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections

4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions:

1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions:

1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power.

1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section

4.106.4, may adversely impact the construction cost of the project.

2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities.

4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.

Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE".

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration.

The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section

4.106.4.3 for application.

Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section.

Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.

Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used.

SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

Exceptions:

1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable.

2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable.

4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.

When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details.

4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms.

The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section.

1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes.

The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.

Exceptions:

1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces.

2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed.

Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use.

2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit.

Exception: Areas of parking facilities served by parking lifts.

4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms.

The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section.

1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes.

The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.

Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required.

Notes:
a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use.

2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit.

Exception: Areas of parking facilities served by parking lifts.

3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.

Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests.

When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces.

4.106.4.2.2.1 Electric vehicle charging stations (EVCS).

Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.

Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements.

4.106.4.2.2.1.1 Location.

EVCS shall comply with at least one of the following options:

1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.

2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building.

Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section

4.106.4.2.2.1.2, Item 3.

4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.

The charging spaces shall be designed to comply with the following:

1.The minimum length of each EV space shall be 18 feet (5486 mm).

2.The minimum width of each EV space shall be 9 feet (2743 mm).

3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction.

4.106.4.2.2.1.3 Accessible EV spaces.

In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A.

4.106.4.2.3 EV space requirements.

1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.

Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code.

2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction.

SECTION 4.501 GENERAL

4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.

SECTION 4.502 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1.

DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)
Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

4.201 GENERAL

4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards.

DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019

PRODUCT CLASS
[spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00
Product Class 2 (> 5.0 ozf and ≤ 1.20
Product Class 3 (> 8.0 ozf) 1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code.

4.106.4.2.4 Identification.

The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.

4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings.

When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.

Notes:

1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging.

2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 550
G1

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC).

Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701.

MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.

VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).

4.503 FIREPLACES

4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances.

4.504 POLLUTANT CONTROL

4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system.

4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.

4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.

Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507.

4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.

4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.

4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification.

2. Field verification of on-site product containers.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.

4.505 INTERIOR MOISTURE CONTROL

4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section.

4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following:

1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06.

2. Other equivalent methods approved by the enforcing agency.

3. A slab design specified by a licensed design professional.

4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following:

1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code.

2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified.

3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.

Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure.

4.506 INDOOR AIR QUALITY AND EXHAUST

4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following:

1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.

2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in)
Notes:

1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination.

2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.

4.507 ENVIRONMENTAL COMFORT

4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods:

1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods.

2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods.

3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods.

Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable.

TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)

ARCHITECTURAL APPLICATIONS VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50

SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD) 50
WOOD 30
FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE

THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)

SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS

ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL

MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.

CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM
THICKNESS OF 5/16" (8 MM).

TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT

COMPOUNDS

COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250

SHELLACS
CLEAR 730
OPAQUE 550

SPECIALTY PRIMERS, SEALERS &

UNDERCOATERS
100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &

EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY

THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)

4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.

4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.

4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.

4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.

4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5

4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards.

5. Other methods acceptable to the enforcing agency.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)
Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
550
G2

SHEET INDEX

ADU INFO

ADDITIONAL REQUIREMENTS

DUE AT TIME OF SUBMITTAL
BUILDING CODE:

CITY OF ATWATER

PRE-REVIEWED

ACCESSORY DWELLING UNIT PROGRAM
743 SQ. FT.
2 BED 1 BATH

ACCESSORY DWELLING UNIT

DETACHED
743
C0

1. GENERAL
A. ELECTRICAL, PLUMBING, AND MECHANICAL
C. MECHANICAL VENTILATION AND INDOOR AIR QUALITY (ASHRAE 62.2-2010) D. FOUNDATION
“ ”
E. WOOD FRAMING
F. BASIS OF DESIGN
G. GENERAL MATERIAL SPECIFICATIONS
H. LIGHTING
’
I. ROOFING AND WEATHERPROOFING
J. DRAINAGE NOTES
K. STREET ADDRESSING
743
C1

743
C2

LIVING ROOM
(20'-3" x 11'-0")
8'-0" CEILING
BEDROOM #1
(12'-0" x 10'-0")
8'-0" CEILING
BEDROOM #2
(12'-0" x 10'-0")
8'-0" CEILING

BATHROOM
(9'-0" x 6'-0")
8'-0" CEILING

KITCHEN
(11'-4" x 9'-8")
8'-0" CEILING

AGING-IN-PLACE

OPTIONAL ROLL-IN SHOWER PLAN NOTES

WINDOW SCHEDULE

MARK DIMENSION TYPE TEMPERED NOTES

DOOR SCHEDULE

MARK DIMENSION TYPE NOTES
LEGEND

OPTIONAL

ROLL-IN SHOWER
1 2
" = 1'
743
A1

BEDROOM LIVING ROOM
BEDROOM #1 BEDROOM #2

SECTION B - B

SECTION A - A

SECTION KEYNOTES
1 2
" = 1'
743
A2

1 4
" = 1'
743
A3

FRONT ELEVATION LEFT ELEVATION

REAR ELEVATION RIGHT ELEVATION

FRONT ELEVATION LEFT ELEVATION

REAR ELEVATION RIGHT ELEVATION
1 4
" = 1'
743
A4

FRONT ELEVATION LEFT ELEVATION

REAR ELEVATION RIGHT ELEVATION
1 4
" = 1'
743
A5

WALL BRACING NOTES

KEYNOTES/LEGEND

TYPE MATERIAL NAILING/STAPLING

WALL BRACING SCHEDULE
1 2
" = 1'
743
S1

KEYNOTES
NOTES

ATTIC VENTILATION REQUIREMENTS
● ²
² ²
PROVIDE:
² ²
²
1 2
" = 1'
743
S2

EXTERIOR FOOTING 1 NON-BEARING INTERIOR FOOTING 2
EAVE DETAIL 4 CS-PF DETAIL 3
NON-BRG., NON-BRACED WALL CONNECTION 5 GABLE END DETAIL 6 HEADER DETAIL 9FAN COIL INSTALLATION IN ATTIC 7 ATTIC MOUNTED AIR HANDLER 8 #

HEADER SCHEDULE
NOTES:
⅊
⅊
⅊
TYP. WALL FRAMING AT OPENING
743
S3

MIN CLASS C RATED ROOFING
& UNDERLAYMENT - OPTIONAL

CLASS A RATED ROOFING AND

UNDERLAYMENT
2X4 BLOCKING FRIEZE BLOCKING
CONTINUOUS ASSEMBLY.

COMPLIES W/ EXCEPTION CRC
TABLE 302.1(1)TYP (NO EAVE

VENT PERMITTED)
5/8" TYPE X GYP
BD. AT INTERIOR

STUD FACE

RIGID INSULATION FOAM
BOARD
WRB 2 LAYERS NO.15 BUILDING
PAPER OVER GYP. BD.

PLYWD SHEATHING PER
PLAN
2X P.T. SILL PLATE
CONC. SLAB/FOOTING

PER PLAN

METAL LATH
7/8" MIN. EXTERIOR

CEMENT PLASTER

STUCCO FINISH
5/8" TYPE X GYP BD.

AT INTERIOR SIDES
5/8" TYPE X GYP BD. AT

EXTERIOR SIDES
2X P.T. SILL PLATE
CONC. SLAB/FOOTING

PER PLAN

ENGINEERED OR

NATURAL WOOD SIDING
2 X 6 WOOD STUDS
AT 16" O.C.

TYPE X GYP BD. 4' WIDE,

APPLIED HORIZONTALLY

OR VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED
WITH 2 1
4 " TYPE S

DRYWALL SCREWS,
SPACED 12" O.C.

CAVITY TO BE FILLED
WITH 5 1
2 " MINERAL

WOOL INSULATION
OR R-19 MINERAL

FIBER INSULATION
2X DOUBLE TOP PLATE

WOOD STRUCTURAL PANEL

SHEATHING PER PLAN
5/8" TYPE X
GYP BD. AT

INTERIOR
SIDES
5/8" TYPE X GYP BD.

AT EXTERIOR SIDES
2X P.T. SILL
PLATE
CONC.

SLAB/FOOTING

PER PLAN

ENGINEERED

OR NATURAL

WOOD SIDING
2 X 6 WOOD
STUDS AT 16"
O.C.

TYPE X GYP BD. 4' WIDE,

APPLIED HORIZONTALLY

OR VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED WITH
2 1
4 " TYPE S DRYWALL
SCREWS, SPACED 7" O.C.

INSULATION AS

REQUIRED BY

ENERGY CODE
2X DOUBLE TOP PLATE

WOOD STRUCTURAL PANEL

SHEATHING PER PLAN
5/8" TYPE X GYP BD. AT

INTERIOR SIDES ORIENTED

VERTICALLY & FASTENED
WITH 1 3
4 " CUP-HEAD GYPSUM
NAILS, SPACED 7" O.C. OR 1
1 2
" TYPE S DRYWALL
SCREWS, SPACED 8" O.C.
5/8" TYPE X GYP SHEATHING

AT EXTERIOR SIDES
FASTENED WITH 1 3
4 " LONG
ROOFING NAILS SPACED 7"
O.C. SHEATHING EDGE
JOINTS SHALL BE\

STAGGERED FROM THOSE ON

OPPOSITE SIDE OF THE WALL
2X P.T. SILL PLATE
CONC. SLAB/FOOTING

PER PLAN
OPTIONAL FURRING.

MIN. 1 1
2 " WIDE X 3
8 " THICK
2 X 6 WOOD
STUDS AT 16"
O.C.

GLASS FIBER BATT

INSULATION

CONFORMING TO
CSA A101
2X DOUBLE TOP PLATE

FIBER CEMENT SIDING

WOOD STRUCTURAL PANEL

SHEATHING PER PLAN

MIN CLASS C RATED ROOFING &

UNDERLAYMENT - OPTIONAL CLASS A

RATED ROOFING AND UNDERLAYMENT
5/8" TYPE X GYP BD. AT

INTERIOR STUD FACE RIGID INSULATION

FOAM BOARD
WRB 2 LAYERS NO.15

BUILDING PAPER OVER
GYP. BD.

PLYWD SHEATHING

PER PLAN

METAL LATH
7/8" MIN. EXTERIOR

CEMENT PLASTER

STUCCO FINISH
5/8" TYPE X GYP BD. AT

INTERIOR SIDES

ENGINEERED OR

NATURAL WOOD
SIDING
5/8" TYPE X GYP BD.

AT EXTERIOR SIDES
TYPE X GYP BD. 4' WIDE,

APPLIED HORIZONTALLY

OR VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED WITH
2 1
4 " TYPE S DRYWALL
SCREWS, SPACED 12"
CAVITY TO BE FILLED O.C.

WITH 5 1
2 " MINERAL

WOOL INSULATION
OR R-19 MINERAL

FIBER INSULATION

WOOD STRUCTURAL

PANEL SHEATHING

PER PLAN
2 X 6 WOOD STUDS AT 16" O.C.
5/8" TYPE X GYP BD. AT

INTERIOR SIDES

ENGINEERED OR

NATURAL WOOD SIDING
5/8" TYPE X GYP BD.

AT EXTERIOR SIDES
TYPE X GYP BD. 4'

WIDE, APPLIED

HORIZONTALLY OR

VERTICALLY WITH

VERTICAL JOINTS OVER

STUDS & FASTENED
WITH 2 1
4 " TYPE S

DRYWALL SCREWS,
INSULATION AS SPACED 7" O.C.

REQUIRED BY

ENERGY CODE
WOOD

STRUCTURAL

PANEL SHEATHING

PER PLAN
2 X 6 WOOD STUDS AT 16" O.C.
5/8" TYPE X GYP SHEATHING

AT EXTERIOR SIDES FASTENED
WITH 1 3
4 " LONG ROOFING
NAILS SPACED 7" O.C.

SHEATHING EDGE JOINTS

SHALL BE STAGGERED FROM

THOSE ON OPPOSITE SIDE OF

THE WALL
OPTIONAL FURRING.

MIN. 1 1
2 " WIDE X 3
8 " THICK

FIBER CEMENT SIDING
5/8" TYPE X GYP BD. AT INTERIOR

SIDES ORIENTED VERTICALLY &
FASTENED WITH 1 3
4 " CUP-HEAD
GYPSUM NAILS, SPACED 7" O.C.

OR 1 1
2 " TYPE S DRYWALL
SCREWS, SPACED 8" O.C.

GLASS FIBER BATT

INSULATION CONFORMING
TO CSA A101
WOOD

STRUCTURAL

PANEL SHEATHING

PER PLAN
2 X 6 WOOD STUDS AT 16" O.C.
10 1-HOUR FIRE RATED GABLE END FOR STUCCO FINISH 14
11 1-HOUR FIRE RATED ASSEMBLY FOR

ENGINEERED OR NATURAL WOOD SIDING
15 1-HOUR FIRE RATED GABLE END FOR ENGINEERED OR

NATURAL WOOD SIDING
1-HOUR FIRE RATED ASSEMBLY FOR STUCCO FINISH 12
1-HOUR FIRE RATED ASSEMBLY FOR

ENGINEERED OR NATURAL WOOD SIDING
16 1-HOUR FIRE RATED GABLE END FOR ENGINEERED OR

NATURAL WOOD SIDING
13 1-HOUR FIRE RATED ASSEMBLY FOR

FIBER CEMENT SIDING
17 1-HOUR FIRE RATED GABLE END FOR FIBER CEMENT SIDING
743
S4

PANEL SCHEDULE -PANEL 'A'

DESCRIPTION CKT OCPD PHASE A PHASE B OCPD CKT DESCRIPTION

ELECTRICAL LEGEND SOLAR READY KEYNOTES

OUTLET NOTES CLOTHES DRYER VENT NOTES

SUB-PANEL & SWITCH GEAR FOR
FUTURE BATTERY STORAGE N.T.S.
1 2
" = 1'
743
E1

CHAPTER 4

RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION

4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE

4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency.

4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING

4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section

4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance.

Exceptions:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite.

3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility.

4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency.

1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale.

2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream).

3. Identify diversion facilities where the construction and demolition waste material collected will be taken.

4. Identify construction methods employed to reduce the amount of construction and demolition waste generated.

5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.

4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1.

Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company.

4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1

4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1

4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section.

2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

4.410 BUILDING MAINTENANCE AND OPERATION

4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building:

1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure.

2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems.
e. Water reuse systems.

3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations.

4. Public transportation and/or carpool options available in the area.

5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range.

6. Information about water-conserving landscape and irrigation design and controllers which conserve water.

7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation.

8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc.

9. Information about state solar energy and incentive programs available.

10. A copy of all special inspections verifications required by the enforcing agency or this code.

11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures.

12. Information and/or drawings identifying the location of grab bar reinforcements.

4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section.

DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY

4.303 INDOOR WATER USE

4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4.

Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.

4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.

The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.

4.303.1.3 Showerheads.

4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

4.303.1.4 Faucets.

4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi.

4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi.

4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle.

4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

4.303.1.4.5 Pre-rinse spray valves.

When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]

4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings.

Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE

FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI

LAVATORY FAUCETS IN COMMON & PUBLIC

USE AREAS

0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH

4.304 OUTDOOR WATER USE

4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

NOTES:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:

THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER.

SECTION 4.102 DEFINITIONS

4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water.

WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls.

4.106 SITE DEVELOPMENT

4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section.

4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site.

1. Retention basins of sufficient size shall be utilized to retain storm water on the site.

2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency.

3. Compliance with a lawfully enacted storm water management ordinance.

Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)

4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales

2. Water collection and disposal systems

3. French drains

4. Water retention gardens

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections

4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions:

1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions:

1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power.

1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section

4.106.4, may adversely impact the construction cost of the project.

2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities.

4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.

Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE".

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration.

The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section

4.106.4.3 for application.

Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section.

Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.

Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used.

SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

Exceptions:

1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable.

2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable.

4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.

When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details.

4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms.

The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section.

1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes.

The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.

Exceptions:

1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces.

2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed.

Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use.

2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit.

Exception: Areas of parking facilities served by parking lifts.

4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms.

The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section.

1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes.

The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.

Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required.

Notes:
a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use.

2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit.

Exception: Areas of parking facilities served by parking lifts.

3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.

Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests.

When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces.

4.106.4.2.2.1 Electric vehicle charging stations (EVCS).

Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.

Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements.

4.106.4.2.2.1.1 Location.

EVCS shall comply with at least one of the following options:

1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.

2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building.

Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section

4.106.4.2.2.1.2, Item 3.

4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.

The charging spaces shall be designed to comply with the following:

1.The minimum length of each EV space shall be 18 feet (5486 mm).

2.The minimum width of each EV space shall be 9 feet (2743 mm).

3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction.

4.106.4.2.2.1.3 Accessible EV spaces.

In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A.

4.106.4.2.3 EV space requirements.

1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.

Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code.

2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction.

SECTION 4.501 GENERAL

4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.

SECTION 4.502 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1.

DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)
Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

4.201 GENERAL

4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards.

DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019

PRODUCT CLASS
[spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00
Product Class 2 (> 5.0 ozf and ≤ 1.20
Product Class 3 (> 8.0 ozf) 1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code.

4.106.4.2.4 Identification.

The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.

4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings.

When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.

Notes:

1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging.

2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 743
G1