Ukiah City Council
September 7, 2022

City Council
Regular Meeting
AGENDA
(to be held both at the physical and virtual locations below) Civic Center Council Chamber ♦ 300 Seminary Avenue ♦ Ukiah, CA 95482 To participate or view the virtual meeting, go to the following link: https://zoom.us/j/97199426600 Or you can call in using your telephone only:
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September 7, 2022 - 6:00 PM

1. ROLL CALL

2. PLEDGE OF ALLEGIANCE

3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS

3.a. Proclamation: Hispanic Heritage Month in the City of Ukiah.

Recommended Action: Issue a proclamation of the Ukiah City Council recognizing September as Hispanic Heritage Month in the City of Ukiah.

Attachments:

1. Proclamation

4. PETITIONS AND COMMUNICATIONS

5. APPROVAL OF MINUTES

5.a. Approval of the Minutes for the August 17, 2022, Regular Meeting.

Recommended Action: Approve the Minutes for the August 17, 2022, Regular Meeting.

Attachments:

1. 2022-08-17 Draft Minutes

6. RIGHT TO APPEAL DECISION
Persons who are dissatisfied with a decision of the City Council may have the right to a review of that decision by a court. The City has adopted Section 1094.6 of the California Code of Civil Procedure, which generally limits to ninety days (90) the time within which the decision of the City Boards and Agencies may be judicially challenged.

7. CONSENT CALENDAR
The following items listed are considered routine and will be enacted by a single motion and roll call vote by the City Council.

Items may be removed from the Consent Calendar upon request of a Councilmember or a citizen in which event the item will be considered at the completion of all other items on the agenda. The motion by the City Council on the Consent Calendar will approve and make findings in accordance with Administrative Staff and/or Planning Commission recommendations.

7.a. Re-Approve the Purchase of a Fire Training Tower from Fire Training Systems (FTS) for an Increased Amount of $467,822.58 funded by PG&E Disaster Settlement Funds, and Approval of Corresponding Budget Amendment.

Recommended Action: Re-approve the purchase of a Fire Training Tower from Fire Training Systems (FTS) for an increased amount of $467,822.58 funded by PG&E Disaster Settlement Funds, and approve a corresponding budget amendment.

Attachments:

1. FTS Quote Ukiah Valley Fire Ukiah CA Modified Bullhead System (5)

7.b. Approval of Purchase for the Replacement and Upgrade of Equipment for the Ukiah Police Department Including Forty Axon Body-Worn Evidence Cameras, Forty Axon Tasers, Holsters, and Associated Software and Storage, in the Amount of $374,731.34 from Axon Enterprise, Inc.

Recommended Action: Approve the purchase of Forty Axon Body-Worn Evidence Cameras, Forty Axon Tasers, Holsters, and Associated Software and Storage, in the Amount of $374,731.34 from Axon Enterprise, Inc.

Attachments:

1. Axon Quote

7.c. Award of Contract to Whitchurch Engineering in the Amount Not to Exceed $104,918, for Professional Design Services - Tenant Improvements at the Hastings Electric Service Center.

Recommended Action: Award contract to Whitchurch Engineering in the amount not to exceed $104,918, for Professional Design Services - Tenant Improvements at the Hastings Electric Service Center.

Attachments:

1. 2202_220831_1350Hastings_DD95

2. RFP

3. Whitchurch Proposal

4. KPA Proposal

7.d. Delegate City Manager Authority to Negotiate and Execute a License Agreement with Pacific Gas and Electric for a Public Safety Power Shutoff Resource Center to be Located at the Ukiah Valley Conference Center.

Recommended Action: Delegate City Manager authority to negotiate and execute a license agreement with Pacific Gas and Electric for a Public Safety Power Shutoff Resource Center to be located at the Ukiah Valley Conference Center.

Attachments:

1. Ukiah Valley Conference Center CRC Agreement

7.e. Approval of a Contract Amendment for Additional Design Features for the Talmage Road Rehabilitation Project in the amount of $38,992.

Recommended Action: Approve contract amendment for additional design features for the Talmage Road Rehabilitation Project in the amount of $38,992.

Attachments:

1. GHD - Talmage Road Rehab Project 2122188 - ASR

2. GHD - Talmage Road Rehab Project 2122188 - Amendment 1

3. Talmage Road Scope Adjustment Amendment 2

7.f. Consideration of Approval of a Budget Amendment in the amount of $10,000 for a Capital Replacement Reserve Contribution to the Alex Rorabaugh Recreation Center.

Recommended Action: Approve Budget Amendment in the amount of $10,000 for a Capital Replacement Reserve Contribution to the Alex Rorabaugh Recreation Center (ARRC).

Attachments:

1. FY 2022-23 Alex Rorabaugh Recreation Center Division

7.g. Approval to Assign Contract No.1920-213, with Family Tree Resource, Inc., to Family Tree Service, Inc. for Electric Utility Line Tree Trimming Services.

Recommended Action: Approve the assignment of Contract No.1920-213, currently with Family Tree Resource, Inc., to Family Tree Service, Inc.

Attachments:

1. September 7, 2022, Staff Report

2. Letter from Family Tree Resource, Inc.

3. Agreement and Consent to Assignment

7.h. Adoption of an Ordinance to Approve a General Plan Amendment and Rezone of 701 South Orchard Avenue (APN 003-181-01).

Recommended Action: Adopt the Ordinance to Approve a General Plan Amendment and Rezone of 701 South Orchard Avenue.

Attachments:

1. 7h Proposed Ordinance - 701 S Orchard Ave_GPA RZ

7.i. Discussion and Possible Action to Adopt Resolution Waiving 60-Day Notice Requirement Under Government Code Section 25351 Notifying the City of the County of Mendocino's Intent to Lease Real Property in the City Limits at 776 S. State Street.

Recommended Action: Adopt Resolution waiving 60-day notice from County of Mendocino, required by Government Code Section 25351, of its intent to lease real property in the city limits at 776 S. State Street, Ukiah, for use by the Alternate Defender’s Office.

Attachments:

1. 7i Resolution - Waiver

7.j. Consideration of Approval of a Budget Amendment for the Parks Account for Vandalism Cleanup Expenses.

Recommended Action: Approve amending the budget for an increase of $35,000 in the Parks Department vandalism cleanup account.

Attachments: None

7.k. Notification of Contract with Mosaic Public Partners in the Amount of $28,000 for the Recruitment of Police Chief and Corresponding Budget Amendment.

Recommended Action: Receive report and approve budget amendment for the procurement of recruitment services from Mosaic Public Partners.

Attachments:

1. 7-20-22 Staff Report - PD Chief Recruitment Ad Hoc

2. RFQ PC Responses - Peckham-McKenney - SGR - Mosaic

8. AUDIENCE COMMENTS ON NON-AGENDA ITEMS

The City Council welcomes input from the audience. If there is a matter of business on the agenda that you are interested in, you may address the Council when this matter is considered. If you wish to speak on a matter that is not on this agenda that is within the subject matter jurisdiction of the City Council, you may do so at this time. In order for everyone to be heard, please limit your comments to three (3) minutes per person and not more than ten (10) minutes per subject. The Brown Act regulations do not allow action to be taken on audience comments in which the subject is not listed on the agenda.

9. COUNCIL REPORTS

10. CITY MANAGER/CITY CLERK REPORTS

11. PUBLIC HEARINGS (6:15 PM)

12. UNFINISHED BUSINESS

12.a. Consideration of Adoption of a Resolution Clarifying the Application of the Power Cost Surcharge.

Recommended Action: Adopt Resolution clarifying the application of the Power Cost Surcharge.

Attachments:

1. 12b Resolution Clarifying the Application of Surcharge Rider

13. NEW BUSINESS

13.a. Introduction of Ordinance by Title Only Amending the City Code Provisions Regulating Parks and Recreation Facilities.

Recommended Action: Introduce by title only the Ordinance Amending the City Code Provisions Regulating Parks and Recreation Facilities.

Attachments:

1. Table of Changes

2. Parks Ordinance Amendment Redline

3. Parks Ordinance Amendment Clean

13.b. Discussion and Consideration of Adoption of a Resolution in Support of Measure P, a ¼ cent Sales Tax Measure for the November 2022 Ballot to Support Fire Agencies and Fire Prevention (Rodin).

Recommended Action: Discuss and consider adopting a resolution in support of Measure P, a ¼ cent sales tax on the November 2022 ballot to be used to support fire agencies and fire prevention efforts.

Attachments:

1. BOS Resolution 22-159

2. Proposed Sales Tax Allocations

3. Measure P Support Resolution

13.c. Receive Updates on City Council Committee and Ad Hoc Assignments, and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad Hoc(s), and Appoint Jake Burgess as the City's Representative to Serve on the North Coast Opportunities (NCO) Board.

Recommended Action: Receive report(s). The Council will consider modifications to committee and ad hoc assignments along with the creation/elimination ad hoc(s), and appoint Jake Burgess to serve as the City's Representative on the North Coast Opportunities (NCO) Board.

Attachments:

1. 2022 City Council Special Assignments - redline

14. CLOSED SESSION - CLOSED SESSION MAY BE HELD AT ANY TIME DURING THE MEETING

14.a. Conference with Legal Counsel—Anticipated Litigation (Government Code Section 54956.9(d)(2 & 3))
Significant exposure to litigation pursuant to Government Code Section 54956.9(d)(2)(Number of potential cases: 1)
Recommended Action:

Attachments: None

14.b. Conference with Legal Counsel – Existing Litigation (Government Code Section 54956.9(d)(1)
Name of case: Roofing & Solar Construction, Inc. v. City of Ukiah et al., Mendocino County Superior Court Case No. 22CV00048
Recommended Action:

Attachments: None

14.c. Conference with Legal Counsel – Existing Litigation (Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: Siderakis v. Ukiah, et al, Mendocino County Superior Court, Case No. 21CV00603
Recommended Action:

Attachments: None

14.d. Conference with Legal Counsel – Existing Litigation (Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: Arturo Flores Valdes et al., (Fed. Dist. Ct., N.D. Cal.) 22-CV-03125 RMI Recommended Action:

Attachments: None

14.e. Conference with Real Property Negotiators
(Cal. Gov’t Code Section 54956.8)
Property: APN Nos: 157-070-04, 001-040-84, 001-040-82, 001-040-65 Negotiator: Sage Sangiacomo, City Manager;
Negotiating Parties: Dave Hull and Grady Huff
Under Negotiation: Price & Terms of Payment
Recommended Action:

Attachments: None

14.f. Conference with Labor Negotiator (54957.6)
Agency Representative: Sage Sangiacomo, City Manager
Employee Organizations: All Bargaining Units
Recommended Action:

Attachments: None

15. ADJOURNMENT
Please be advised that the City needs to be notified 72 hours in advance of a meeting if any specific accommodations or interpreter services are needed in order for you to attend. The City complies with ADA requirements and will attempt to reasonably accommodate individuals with disabilities upon request. Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet are available for public inspection at the front counter at the Ukiah Civic Center, 300 Seminary Avenue, Ukiah, CA 95482, during normal business hours, Monday through Friday, 8:00 am to 5:00 pm.

I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted on the bulletin board at the main entrance of the City of Ukiah City Hall, located at 300 Seminary Avenue, Ukiah, California, not less than 72 hours prior to the meeting set forth on this agenda.

Kristine Lawler, City Clerk
Dated: 9/2/22

Agenda Item No: 3.a.

MEETING DATE/TIME: 9/7/2022
ITEM NO: 2022-1966

AGENDA SUMMARY REPORT
SUBJECT: Proclamation: Hispanic Heritage Month in the City of Ukiah.

DEPARTMENT: City Manager /
Admin PREPARED BY: Traci Boyl, Management Analyst
PRESENTER: Vice-Mayor Duenas
ATTACHMENTS:

1. Proclamation
Summary: The City Council will issue a proclamation recognizing September as Hispanic Heritage Month in the City of Ukiah.

Background: The City continues to recognize that Hispanic Heritage is American Heritage. In honor of recognizing Hispanic/Latino culture and heritage as an important part of the city and its strong, inclusive community, the City of Ukiah will issue a proclamation (Attachment 1).

Discussion: Council will issue the proclamation in celebration of September as Hispanic Heritage Month in the City of Ukiah.

Recommended Action: Issue a proclamation of the Ukiah City Council recognizing September as Hispanic Heritage Month in the City of Ukiah.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: N/A

ROCLAMATION CITY OF UKIAH

RECOGNIZING HISPANIC HERITAGE MONTH IN THE CITY OF UKIAH WHEREAS,the City of Ukiah recognizes Hispanic Heritage Month, known in Spanish as “Mes de la Herencia Hispana,” and is celebrated nationwide from September 15th through October 15th, with our city embracing and celebrating its diversity, of which Hispanics are the second largest ethnic group in the city; and
WHEREAS, the City of Ukiah recognizes that Hispanic Heritage is American Heritage, which we see in our everyday life, such as on television, in the music we hear and dance to, and in the food we eat, with all of us benefitting from the many contributions of Hispanic scientists, doctors, engineers, politicians, civil rights leaders, etc.; and WHEREAS, the City of Ukiah recognizes the significant contributions of all Hispanic/Latino City employees, Ukiah City Council members, educators, local Latino organizations, and numerous grassroots leaders that help increase cultural awareness, education, enrichment, and community engagement of our residents; and
WHEREAS, many Hispanic immigrants belonging to groups such as Dreamers, Temporary Protected Status holders, farm workers, and essential workers have come to this country and have fought for initiatives providing pathways to citizenship and the protection of the right to vote; and
WHEREAS, throughout the history of the United States, members of the Hispanic community have helped shape the social, political, and economic landscape of this country and our community; and
WHEREAS, the City of Ukiah is committed to recognizing Hispanic/Latino culture and heritage as an important part of the city and its strong, inclusive community; and WHEREAS, there will be an Hispanic Heritage Celebration at the Alex Thomas Plaza on September 18, 2022, from 2-6 p.m. and everyone is welcome to attend, and more information about this event can be obtained by visiting www.periodicoalpunto.com, or contacting 707-391- 7158.

THEREFORE, BE IT RESOLVED, the City Council of the City of Ukiah acknowledges the many contributions that our Hispanic, Latin Americans, Chicanos, Indigenous, Latinx residents make to our community and hereby proclaim September as.

Hispanic Heritage Month in the City of Ukiah
Signed and sealed, this 7th day of September
in the year Two Thousand and Twenty-two.
____________________________
Josefina Duenas
City Council, Vice-Mayor
ATTACHMENT 1

AGENDA ITEM 5a

CITY OF UKIAH

CITY COUNCIL MINUTES
Regular Meeting

CIVIC CENTER COUNCIL CHAMBERS
300 Seminary Avenue, Ukiah, CA 95482
Virtual Meeting Link: https://zoom.us/j/97199426600
Ukiah, CA 95482
August 17, 2022
6:00 p.m.

1. ROLL CALL
Ukiah City Council met at a Regular Meeting on August 17, 2022, having been legally noticed on August 12, 2022. The meeting was held in person and virtually at the following link:
https://zoom.us/j/97199426600. Mayor Brown called the meeting to order at 6:03 p.m. Roll was taken with the following Councilmembers Present: Juan V. Orozco, Douglas, F. Crane, Mari Rodin, Josefina Dueňas, and Jim O. Brown. Staff Present: Sage Sangiacomo, City Manager; David Rapport, City Attorney; and Kristine Lawler, City Clerk.

MAYOR BROWN PRESIDING.

2. PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Councilmember Orozco.

3. PROCLAMATIONS/INTRODUCTIONS/PRESENTATIONS

4. PETITIONS AND COMMUNICATIONS

5. APPROVAL OF MINUTES
a. Approval of the Minutes for the August 3, 2022, Special Meeting. b. Approval of the Minutes for the August 3, 2022, Regular Meeting.

Motion/Second: Crane/Orozco to approve Minutes of August 3, 2022, Special and Regular meetings, as submitted. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN: None.

6. RIGHT TO APPEAL DECISION

7. CONSENT CALENDAR
a. Report of Disbursements for the Month of July 2022 – Finance. b. Delegate City Manager Authority to Negotiate and Approve a Generator Share Agreement (COU No. 2223-096) with New Cingular PCS, LLC - Administration. c. Delegate City Manager Authority to Negotiate and Approve Mutual Aid Agreement (COU No. 2223- 097) for Emergency Assistance Among the City of Ukiah, City of Fort Bragg, City of Willits, City of Point Arena, City of Clearlake, and the City of Lakeport - Administration. d. Adoption of Resolution (2022-50) of the City Council Reconsidering the Circumstances of the State of Emergency and Implementing Teleconferencing Requirements for City Council and Board and Commission Meetings During a Proclaimed State of Emergency Due to the COVID-19 Pandemic – City Attorney.

City Council Minutes for August 17, 2022, Continued:

e. Authorize City Manager to Negotiate and Execute an Antenna Site/Lease Agreement (COU No. 2223-098) with Ukiah Wireless Powered by Wi-Fiber for the Sole Purpose of Providing High-speed Internet to Ukiah Valley residents - Administration.
f. Approval of Notice of Completion of the Electric Utility Department's Gobbi Street Underground Communications Rework Project, Specification No. 22-03, and Approve Final Payment of the 5% Retention to Diamond D Construction, LLC – Electric Utility. g. Award of Contract (COU No. 2223-099) to SHN Engineers in the Amount of $13,000.00 for Compaction and Materials Testing Services Related to the Clara Avenue Reconstruction Project Specification No. 20-08, and Approval of Corresponding Budget Amendment – Public Works. h. Consideration of Adoption of Amended Resolution (2022-51) Authorizing Application for Funding and the Execution of Grant Agreement (COU No. 2223-100) and any Amendments thereto from the 2022 Funding Year of the State Community Development Block Grant Program – Community Development.
i. Report of Acquisition (P.O. No. 48141) of Professional Services from Alpha Analytical Laboratories, Inc. in the Amount of $36,985.50 for Quarterly Water Sampling and Completion of Chemical Examination Reports for the Ukiah Landfill – Public Works. j. Consideration of Adoption of Resolution (2022-52) Appointing Casey Thompson to the Public Spaces Commission – City Clerk.
k. Approval of Purchase (P.O. No. 48146) of a Replacement Symmetra LX Power Array Battery Backup for the Ukiah Police Department Including Installation, for the Amount of $35,208.00, and Approval of Corresponding Budget Amendment - Police.
l. Authorize the City Manager to Negotiate and Execute an Amendment (COU No. 2122-201-A1) to the Ukiah Western Hills Open Land Acquisition and Limited Development Agreement for Electrical Utility and Communication Infrastructure; and Approve a Corresponding Budget Amendment if Necessary - Administration.

m. Notification of Change Order #1 (COU No. 2122-240-CO1) to Ghilotti Construction Company in the Amount of $640,975.73 for Additional Roadway Excavation, Base and Asphalt for the Dora Overlay Project Specification 21-05, and Approve Corresponding Budget Amendment – Public Works.

Motion/Second: Rodin/Orozco to approve Consent Calendar Items 7a-7b, as submitted. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES:

None. ABSENT: None. ABSTAIN: None.

8. AUDIENCE COMMENTS ON NON-AGENDA ITEMS
No public comment received.

9. COUNCIL REPORTS
Presenter: Mayor Brown and Councilmembers Rodin and Orozco

10. CITY MANAGER/CITY CLERK REPORTS
Presenters:
 Election Update – Kristine Lawler, City Clerk.
 Ukiah Airport Runway Extension Study – Greg Owen, Airport Manager.  Public Works Update – Tim Eriksen, Public Works Director/City Engineer.

City Council Minutes for August 17, 2022, Continued:

11. PUBLIC HEARINGS (6:15 PM)
a. Public Hearing and Consideration of 1) Approval of a Resolution to Adopt an Initial Study and Negative Declaration; and 2) Possible Introduction by Title Only of an Ordinance to Approve a General Plan Amendment and Rezone of 701 South Orchard Avenue.

Presenters: Michelle Irace, Planning Manager and Maya Simerson, Project and Grant Manager, and Craig Schlatter, Community Development Director.

PUBLIC HEARING OPENED AT 6:38 P.M.

No public comment was received.

PUBLIC HEARING CLOSED AT 6:39 P.M.

Motion/Second: Rodin/Orozco to adopt Resolution (2022-53) adopting the Initial Study and Negative Declaration. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN: None.

Motion/Second: Rodin/Orozco to introduce the Ordinance by Title Only. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT:

None. ABSTAIN: None.

City Clerk, Kristine Lawler, read the following Ordinance title into the record:

AN UNCODIFIED ORDINANCE OF THE CITY COUNCIL OF THE CITY OF UKIAH AMENDING

THE OFFICIAL ZONING MAP AND GENERAL PLAN LAND USE MAP FOR THE CITY OF UKIAH, CALIFORNIA BY ESTABLISHING THE COMMUNITY COMMERCIAL (C1) ZONING DISTRICT AND COMMERCIAL (C) LAND USE DESIGNATION AT 701 SOUTH ORCHARD AVENUE (APN 003-181-01)
Motion/Second: Rodin/Orozco to introduce the Ordinance to approve the General Plan Amendment and Rezone. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN: None.
b. Consideration of Adoption of a Resolution Adopting a Power Cost Surcharge Rider.

Presenters: Cindy Sauers, Electric Utility Director and Boris Prokop, Borismetrics.

PUBLIC HEARING OPENED AT 6:49 P.M.

No public comment was received.

PUBLIC HEARING CLOSED AT 6:50 P.M.

Motion/Second: Crane/Orozco to adopt Resolution (2022-54) establishing the Power Cost Surcharge Rider. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN: None.

12. UNFINISHED BUSINESS
a. Discussion and Possible Adoption of Resolution Amending Procedures for Purchasing Thresholds and Change Order Limits.

Presenter: Mary Horger, Financial Services Manager.

City Council Minutes for August 17, 2022, Continued:

Motion/Second: Crane/Orozco to adopt resolutions (2022-55, 2022-56) amending the procedures for purchasing thresholds and change order limits, as amended*. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None.

ABSTAIN: None.
*Amendments include:
 In title of Resolution listed as Attachment 3 of Staff Report; adding “…and also Resolution No. 13” to follow “Amending and Replacing Resolution No. 2015-10…”  Last word in first paragraph of the ‘Now, therefore, be it resolved...” section; change from “appropriate” to “appropriation.”
b. Receive Report Regarding Annual Review of Ordinance for Development of Operating Standards for Community Gardens, Live Entertainment, Outdoor Dining, Sidewalk Cafes, and Specialty Food and Beverage Sales with Tasting; and Provide Direction to Staff as Necessary.

Presenter: Craig Schlatter, Community Development Director.

Staff Comment: Shannon Riley, Deputy City Manager.

Report was received.

Council Consensus to discontinue annual reporting of this item.

13. NEW BUSINESS
a. Public Benefits Program Update and Approval of New Customer Programs and Rebates.

Presenters: Cindy Sauers, Electric Utility Director and Diann Lucchetti, Program Coordinator.

Motion/Second: Crane/Orozco to received report and approve program additions. Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None.

ABSENT: None. ABSTAIN: None.

Council Directive to bring back item for annual report. b. Consideration of Adoption of Resolution Authorizing Application to and Participation in the California Department of Housing and Community Development ProHousing Designation Program.

Presenter: Craig Schlatter, Community Development Director.

Motion/Second: Crane/Orozco to adopt resolution (2022-57) authorizing application to and participation in the California Department of Housing and Community Development's (HCD) Prohousing Designation Program (COU No. 2223-101). Motion carried by the following roll call votes: AYES: Orozco, Crane, Rodin, Dueňas, and Brown. NOES: None. ABSENT: None. ABSTAIN:

None.
c. Receive Updates on City Council Committee and Ad Hoc Assignments and, if Necessary, Consider Modifications to Assignments and/or the Creation/Elimination of Ad hoc(s).

Presenter: Councilmember Rodin.

City Council Minutes for August 17, 2022, Continued:

Note: The Special Assignments List was updated to correct and show the Cannabis Ordinance Modifications ad hoc members as Vice Mayor Duenas and Mayor Brown, as appointed on February 2, 2022.

14. CLOSED SESSION
a. Conference with Legal Counsel—Anticipated Litigation (Government Code Section 54956.9(d)(2 & 3))
Significant exposure to litigation pursuant to Government Code Section 54956.9(d)(2)(Number of potential cases: 1)
b. Conference with Legal Counsel – Existing Litigation
(Government Code Section 54956.9(d)(1)
Name of case: Roofing & Solar Construction, Inc. v. City of Ukiah et al., Mendocino County Superior Court Case No. 22CV00048
c. Conference with Legal Counsel – Existing Litigation
(Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: Siderakis v. Ukiah, et al, Mendocino County Superior Court, Case No. 21CV00603 d. Conference with Legal Counsel – Existing Litigation
(Cal. Gov’t Code Section 54956.9(d)(1))
Name of case: Arturo Flores Valdes et al., (Fed. Dist. Ct., N.D. Cal.) 22-CV-03125 RMI e. Conference with Real Property Negotiators
(Cal. Gov’t Code Section 54956.8)
Property: APN Nos: 157-070-04, 001-040-84, 001-040-82, 001-040-65 Negotiator: Sage Sangiacomo, City Manager;
Negotiating Parties: Dave Hull and Grady Huff
Under Negotiation: Price & Terms of Payment
f. Conference with Labor Negotiator (54957.6)
Agency Representative: Sage Sangiacomo, City Manager
Employee Organizations: All Bargaining Units
No closed session was held.

15. ADJOURNMENT
There being no further business, the meeting adjourned at 7:55 p.m. ________________________________
Kristine Lawler, City Clerk/CMC

Agenda Item No: 7.a.

MEETING DATE/TIME: 9/7/2022
ITEM NO: 2022-1907

AGENDA SUMMARY REPORT
SUBJECT: Re-Approve the Purchase of a Fire Training Tower from Fire Training Systems (FTS) for an Increased Amount of $467,822.58 funded by PG&E Disaster Settlement Funds, and Approval of Corresponding Budget Amendment.

DEPARTMENT: Fire PREPARED BY: Justin Buckingham, Battalion Chief PRESENTER: Justin Buckingham, Battalion Chief
ATTACHMENTS:

1. FTS Quote Ukiah Valley Fire Ukiah CA Modified Bullhead System (5) Summary: Council will consider re-approving the purchase of a fire training tower from Fire Training Systems (FTS) for an increased amount of $467,822.58 funded by PG&E Disaster Settlement Funds, and approval of a corresponding budget amendment.

Background: On May 4, 2022, Council authorized the City manager to negotiate and execute a contract between the City of Ukiah and the County of Mendocino to receive PG&E Wildfire settlement funds for purchasing a training tower to be located in Ukiah. The authorization also included the purchase of the tower from Fire Training Systems for the amount of $399,971. The tower's price has increased during the negotiations due to inflation and global supply chain issues.

Discussion: The County of Mendocino has approved funding in the amount of $399,971 to the Ukiah Valley Fire Authority (UVFA) for the purchase of a Fire Training Structure using PG&E Wildfire settlement funds. Due to delays in the contract getting executed, which were beyond the control of the City or the UVFA, the price of the training structure increased to $487,822.58. City staff requested that FTS remove the cost of the crane and assembly services in the amount of $20,000, which will be incorporated in the bid that will be released separately for the site preparation work with a general contractor. Please refer to Attachment 1 for a copy of the quote. This leaves a shortfall in settlement funds of $87,851.58. Staff is actively working with the Board of Supervisors to address the shortfall in funding to find a solution to the issue. However, the longer we wait to issue a purchase order and execute the purchase of the tower, the more the costs will increase. Inflation and global supply chain issues have driven these increases.

Additionally, the initial budget was programmed for fiscal year 2021/2022. Because of the delay, a budget amendment will be required for the full purchase price for the current fiscal year. There is $25,000 currently in the budget for the current fiscal year, but this is for the required site work, less the crane and assembly services.

Recommended Action: Re-approve the purchase of a Fire Training Tower from Fire Training Systems (FTS) for an increased amount of $467,822.58 funded by PG&E Disaster Settlement Funds, and approve a corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 10021210.80220.18337: $25,000; 10021210.43209.18356: $0 PROPOSED BUDGET AMOUNT: 10021210.80220.18337: $512,823 ; 10021210.43209.18356: - $399,971.00
FINANCING SOURCE: $399,971.00 PG&E settlement funds, $87,851.58 from the General Fund

PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Douglas Hutchison

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Fire Training Structures, LLC SALES QUOTE
1005 North 50th Street
Phoenix, AZ 85008
Tel: (602) 268-6156 Fax: (602) 268-6149
Toll Free: (877) 268-8303
[email protected]
Date: 08-24-2022
Quote No.: 5699-5
To: Chief Justin Buckingham
Ukiah Valley Fire Authority
1500 South State Street
Ukiah, CA 95482
Phone: 707-472-9401
Email: [email protected]
Ship To: Same
SYSTEM DESCRIPTION:
(1) Standard 3-Stack Live Fire and Confined
Space USAR Training Facility.
$254,971.00
Installed at Customer’s Prepared Site.

Pricing includes a 2 Day Product
Orientation/Usage Course & Live Fire Training
w/Certified Fire Instructor.

Bullhead OPTION: 8’ x 3’ x 12’ Pitched Roof
Ventilation Prop, Ceiling Pull Prop and active
roof top on Unit #1.
$29,365.00
Bullhead OPTION: Void Space “Behind the
Wall” Live Fire Prop.
$2,565.00
Bullhead OPTION: Standpipe Connection &
Sprinkler System
$6,875.00
Bullhead OPTION: (4) Door Forced Entry Door
Prop on Unit #2.
$13,885.00
Bullhead OPTION: Steel Panel Cutting Prop on
Unit #2.
$3,375.00
Bullhead OPTION: Variable Angle Rebar
Cutting Prop on Unit #2.
$2,755.00
Bullhead OPTION: Premium 40’ Maze System
in Unit #2.
$5,850.00
Bullhead OPTION: Active Rooftop with interior
stairway & hatch on Unit #3.
$23,490.00
Bullhead OPTION: Rappelling Tower with
Caged Ladder.
$31,840.00
Continued Page 2
ATTACHMENT 1

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Bullhead Option: (1) 8’ x 20’ Container with
interior stairway & Hatch, (1) Personnel Door,
and (2) Windows added on top of Unit #3
creating a Bullhead System.
$25,000.00
Total Price for all Bullhead System Options: $145,000.00 Additional System OPTION: Electrical &
Lighting System: to consist of (3) Interior
Lights, (2) Wall Receptacles/Switches within
Container Unit #2, (2) Interior Lights, (2) Wall
Receptacles/Switches within Container Unit
#4, (4) Exterior Pole Mounted Lights and (1)
Exterior Mounted Load Center for Customer
Interconnection to Site Power.
$12,875.00
Additional System OPTION: (1) Insulated
Pivoting Wall within Container Unit #1 outside
the burn room.
$2,490.00
Additional System OPTION: (2) Reinforced
Windows with (1) Rated / Tested Anchor
located above the windows at container
interior.
$8,550.00
Additional System OPTION: (1) Reinforced
Insulated Fire Window located within second
story burn room with (1) Rated / Tested
Anchor located above the window at container
interior.
$4,650.00
Additional System OPTION: Flat Roof Prop
with Steel Cover.
$2,395.00
Additional System OPTION: Removable 24”
Dia. Confined Space Tube from Rappel Tower
to roof top with removable hatch covers.
$3,470.00
Total Price for all ADDITIONAL SYSTEM
OPTIONS:
$34,430.00
Negotiated Discount: Assumes concurrent
Purchase, Fabrication, Delivery, & On-Site
Assembly of both the Ukiah CA System & Fort
Bragg CA System.
($10,000.00)
Taxes: 7.875% Ukiah CA, Headquarters
outside city limits
$33,421.58
Transportation Service to (Assembly & Crane
Service by others): 95482
$10,000.00
Total Quote for all options listed above
creating a Custom Bullhead Style System
$467,822.58
Continued Page 3

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PAYMENT, TITLE, AND OWNERSHIP TERMS:

Quote good for 45 Days. Build Time 7 to 9 Months upon receipt of Purchase Order and layout drawing approval from Customer. Build Time subject to change depending upon current workload at time of Purchase Order.

Customer will be required to complete all site work prior to installation including any and all: soil reports, compacting at site, engineering and/or environmental reports, permits or licenses required by the respective city or municipality, pouring concrete pad, and providing accessible route for delivery of System.

Changes to the System must be made in writing via email or fax. FTS accepts no responsibility for changes requested until and unless such changes are agreed to and accepted by an officer of FTS. Change orders must be approved both by Customer and FTS.

FTS will assemble and install the System on site unless specified otherwise. Install time approximately 3-4 working days.

Warranty on all workmanship and materials for 1 year from date of Install completion, provided Customer has complied with Operations & Maintenance Manual instructions and recommendations.

Customer will be invoiced 25% of the contract amount upon receipt of order, an additional 25% of the contract amount at the 50% fabrication completion level and balance of contract amount upon delivery or Installation of the System, amounts due in full within 30 days.

If the System is completed at FTS’s fabrication facility, and the customer’s site is not prepared for System delivery or installation, the Customer will be invoiced at 90% of the contracted amount, which will be due within 10 days. The remaining 10% will be due in full within 10 days of completion of System Installation. Customer agrees to pay 1.0% per month for all overdue balances unpaid from invoice date until paid in full.

If the Customer is not ready to accept delivery of the System upon completion, FTS will store the System free for 30 days at its facility. Storage fees will be charged at the rate of $10/day/40’ equivalent size for any System left at FTS after 30 days from completion of the System.

Notwithstanding transfer of possession of the System to Customer, possession shall be subject to the express condition that title and ownership thereto shall remain in Fire Training Structures until the purchase price is paid in full.

Continued Page 4

4 | P a g e

CUSTOMER IS RESPONSIBLE FOR ALL LICENSING, PERMITS, TITLING, AND ANY APPLICABLE SALES/USE TAX. This will include taxes assessed after the order has been signed.

If a Performance Bond is required, a 2.95% fee will be added to the above offered Quote.

If the Authority Having Jurisdiction (AHJ) requires a state certified contractor to perform the on-site assembly of the System, those costs will be added to the above offered Quote.

If this requirement is brought forth after the contract has been executed, then Customer agrees to pay for the added costs.

This contract constitutes the entire agreement between the parties and may not be modified except in writing by authorized representatives. This contract shall be construed under the laws of the State of Arizona.

Agenda Item No: 7.b.

MEETING DATE/TIME: 9/7/2022
ITEM NO: 2022-1928

AGENDA SUMMARY REPORT
SUBJECT: Approval of Purchase for the Replacement and Upgrade of Equipment for the Ukiah Police Department Including Forty Axon Body-Worn Evidence Cameras, Forty Axon Tasers, Holsters, and Associated Software and Storage, in the Amount of $374,731.34 from Axon Enterprise, Inc.

DEPARTMENT: Police PREPARED BY: Cedric Crook, Interim Police Chief PRESENTER: Cedric Crook, Interim Police Chief
ATTACHMENTS:

1. Axon Quote
Summary: The City Council will consider approving the purchase/replacement of Forty Axon Body-Worn Evidence Cameras, Forty Axon Tasers, Holsters, and Associated Software and Storage, in the amount of $374,731.34. By combining the body worn evidence camera contract with the taser contract, the City will save $138,946.64 in what is called “Bundle Savings” and another $40,325.03 credit for the City due to the current Taser contract not expiring until May of 2023.

Background: In 2018, the Ukiah City Council authorized the purchase of forty Axon body-worn cameras and thirty-five Axon tasers with their own respective/separate contracts with Axon. Prior to 2018, Staff had other body-worn cameras and older Axon tasers. Typically, electronics are planned to be replaced in three to five years because of wear-and-tear impacts to the performance of electronics and technology/industry improvements. The department’s current body-worn camera contract with Axon is due to expire December 31st of 2022 and the taser contract is due to expire in May of 2023. The tasers currently carried by officers are nearing end of life and no longer supported by Axon due to new updated versions of the units. The department also uses the Axon patrol car cameras and all evidentiary videos are stored and maintained on one platform (evidence.com). Third party digital data (IE security footage from a business) can also be stored and maintained in evidence.com.

Discussion: The video and audio evidence captured by body-worn cameras is arguably some of the most important evidence officers can collect in modern policing. Video captured during incidents leads to increased transparency, improved review of our practices, and better prosecution and conviction rates. New technology will now automatically activate the body-worn camera when an officer draws their firearm from the holster. This option also activates other body-worn cameras in the immediate area of the initial officer.

Axon offers a 5-year contract with the department receiving forty new cameras at the onset of the contract, and another forty new cameras half way through the 5-year contract due to deteriorating battery life. If there is a newer camera developed, the department would receive the upgraded version at no extra cost.

The proposed body-worn camera proposal would allow the department to continue to use evidence.com for evidentiary video/photographs in Axon’s cloud storage. The proposal also includes an “auto-tag” feature which links videos with CAD in which case numbers would automatically be labeled to the video, making retrieving the video much easier for court and review purposes versus manually labelling each video. This is upgraded technology from what was available in 2018.

The proposed Taser contract would cover all needed training cartridges and supplies for five years. No other purchases regarding the taser would occur within the five-year contract.

Due to obtaining the "bundling discount" and receiving a credit of $40,325.03, the current proposal from Axon (Attachment 1) is less than previously anticipated. Funding for each of the five years would come within the Police Department's general fund budget (account #10020210.54100), $74,927.16 for the first year and $74,927.15 each of the remaining four years (not including tax).

Staff recommends approving the purchase of Forty Axon Body-Worn Evidence Cameras, Forty Axon Tasers, Holsters, and Associated Software and Storage, in the amount of $374,731.34. This amount is less than the $420,000 budgeted and planned for in the approved Capital Improvement Plan.

Recommended Action: Approve the purchase of Forty Axon Body-Worn Evidence Cameras, Forty Axon Tasers, Holsters, and Associated Software and Storage, in the Amount of $374,731.34 from Axon Enterprise, Inc.

BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: 10020210.54100.18345: $32,000; 10020210.54100.18346: $52,000 PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: General Fund
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Mary Horger, Financial Services Manager

Agenda Item No: 7.c.

MEETING DATE/TIME: 9/7/2022
ITEM NO: 2022-1929

AGENDA SUMMARY REPORT
SUBJECT: Award of Contract to Whitchurch Engineering in the Amount Not to Exceed $104,918, for Professional Design Services - Tenant Improvements at the Hastings Electric Service Center.

DEPARTMENT: Electric Utility PREPARED BY: Mary Horger, Financial Services Manager PRESENTER: Cindy Sauers, Electric Utility Director
ATTACHMENTS:

1. 2202_220831_1350Hastings_DD95

2. RFP

3. Whitchurch Proposal

4. KPA Proposal
Summary: Council will consider the award of a contract to Whitchurch Engineering in the amount not to exceed $104,918, for professional design services for tenant improvements at the Hastings Electric Service Center.

Background: In 2015, Council approved the purchase of a 15,800 sq. ft. building on 2.8 acres at 1350 Hastings Road to be used as the Electric Service Center, centralizing operations for engineering, construction and technical services. In 2021, Council approved the contract for Phase 1 of the project, which consisted of the site improvement portion of the property, including grading, roofing and fencing. Phase 2 of the project consists of the renovation of the interior of the building to modify the existing suites to accommodate office space, conference rooms and warehousing for all functions of the utility. A third phase of the project is to add solar generation to the rooftop as well as raised structures which will increase Ukiah's eligible renewable portfolio.

The site improvements are 85% complete with the remaining portion of work held up due to supply chain delays with electrical equipment. The anticipated completion is scheduled for fall of 2022.

Currently, the electric department construction crew is housed in the corporation yard with engineering and administrative Staff divided between City Hall, the corporation yard and a small, temporary office at the Service Center that was set up to separate Staff during the pandemic. The consolidation of material, equipment, and Staff will greatly increase productivity and collaboration between all functions of the utility.

Discussion: In March of this year, Council awarded a contract to Ren Alexander Design for consulting services to assist the Electric Utility Department with the architectural services and plans for the interior of the Electric Service Center. Included is a copy of the schematic design plans for Council's review (Attachment 1). In addition to architectural services, engineering services for structural, mechanical, electrical, plumbing and CA Title-24 energy compliance is also needed to ensure all changes are completed within Federal, State and local building codes and requirements. With the architect's assistance, a Request for Proposals (RFP) was created (please see Attachment 2). The RFP was released on July 12, 2022, and responses were due on August 2, 2022. Proposals were received from two firms: Whitchurch Engineering and The KPA Group. Please refer to Attachments 3 and 4 for a copy of the proposals received.

An evaluation team was put together that consisted of City Staff and the Ren Alexander Design architects. After a review of the proposals, it was determined that Whitchurch Engineering (WEI) would be the

best firm to do the work. They have experience providing residential, commercial, and municipal engineering. They were also a Prime Engineering Contractor for the Humboldt Bay Power Plant nuclear decommissioning project from 2009 to 2021. As a multi-disciplinary engineering firm, WEI will provide engineering for all aspects (structural, mechanical, electrical, plumbing and Title 24) of the tenant improvements. Their total proposal is in the amount of $104,918. This will be a time and materials contract, and this amount is not to exceed.

Staff recommends awarding a contract to Whitchurch Engineering in the amount not to exceed $104,918, for professional design services for the Tenant Improvements at the Hastings Electric Service Center.

Recommended Action: Award contract to Whitchurch Engineering in the amount not to exceed $104,918, for Professional Design Services - Tenant Improvements at the Hastings Electric Service Center.

BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: 80126100.80220.17023: $750,000
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: Electric Fund
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Cindy Sauers, Electric Utility Director; Sonu Upadhyay, Senior Power Engineer; and Ren Alexander Design

F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD
FNDN. FOUNDATION
FT. FOOT OR FEET
FTG. FOOTING
FURR. FURRING
GALV. GALVANIZED
GA. GAGE
G.F.I.C. GROUND FAULT

INTERCEPTOR CIRCUIT
GL. GLASS
GR. GRADE
GRND. GROUND
GSM. GALVANIZED SHEET METAL
GYP. GYPSUM
H.B. HOSE BIB
H.C. HOLLOW CORE
HDWD. HARDWOOD
HDWR. HARDWARE
HT. HEIGHT
HORIZ. HORIZONTAL
HR. HOUR
IN. INCH OR INCHES.

INSUL. INSULATION
INT. INTERIOR
LAM. LAMINATE
LAV. LAVATORY
L.O. LINE OF
LT. LIGHT
MAX. MAXIMUM
MED. CAB. MEDICINE CABINET
MECH. MECHANICAL
MEMB. MEMBRANE
MTL. METAL
MTD. MOUNTED
MFR. MANUFACTURER
MIN. MINIMUM
MIR. MIRROR
MISC. MISCELLANEOUS
N. NORTH
N.I.C. NOT IN CONTRACT
NO. NUMBER
NOM. NOMINAL
N.T.S. NOT TO SCALE

O/ OVER
O.A. OVERALL
O.A.E. OR APPROVED EQUAL
OBS. OBSCURE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OPNG. OPENING
OPP. OPPOSITE
O.R.B. OIL RUBBED BRONZE
P.G. PAINT GRADE
PL. PLATE
PLAM. PLASTIC LAMINATE
PLYWD. PLYWOOD
PR. PAIR
PROP.LN. PROPERTY LINE
P.T. PRESSURE TREATED
& AND
∠ ANGLE
@ AT
Ø DIAMETER
# NUMBER
(D) DEMOLISH
(E) EXISTING
(N) NEW
(R) REPLACE IN KIND
A.B. ANCHOR BOLT
ABV. ABOVE
ADJ. ADJACENT
A.F.F. ABOVE FINISHED FLOOR
AGGR. AGGREGATE
ALN. ALIGN
ALUM. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECUTRAL
AV. AUDIO VISUAL
BD. BOARD
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BM. BEAM
B.O. BOTTOM OF
B.U.R. BUILT UP ROOFING

B/W BETWEEN
CAB. CABINET
CEM. CEMENT
CER. CERAMIC
CLG. CEILING
CLKG. CAULKING
CLR. CLEAR
C.M.U. CONC. MASONRY UNIT
C.O. CENTER OF
COL. COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
DBL. DOUBLE
DTL. DETAIL
DIA. DIAMETER
DIM. DIMENSION

DN DOWN
DR. DOOR
DS. DOWNSPOUT
DWG. DRAWING
DWR. DRAWER
E. EAST
EA. EACH
ELEC. ELECTRICAL
ELEV. ELEVATION
ENCL. ENCLOSURE
EQ. EQUAL
EQUIP. EQUIPMENT
EXT. EXTERIOR
F.D. FLOOR DRAIN
F.F. & E. FURNITURE, FIXTURES & EQUIP.

F.F. FINISH FLOOR
FIN. FINISH
FLR. FLOOR
FLUOR. FLUORESCENT
FIXT. FIXTURE
F.O. FACE OF
R. RISER
RAD. RADIUS
R.D. ROOF DRAIN
REC. RECOMMENDATION
RDWD. REDWOOD
REF. REFERENCE
REFR. REFRIGERATOR
REINF. REINFORCED
REQ. REQUIRED
RESIL. RESILIENT
R.L. RAIN LEADER
RM. ROOM
R.O. ROUGH OPENING
S. SOUTH
S.C. SOLID CORE
SCHED. SCHEDULE

SD SMOKE DETECTOR
SECT. SECTION
S.G. STAIN GRADE
SHR. SHOWER
SHT. SHEET
SIM. SIMILAR
SL. SLOPE
S.L.D. SEE LANDSCAPE DRAWINGS
SPEC. SPECIFICATION
SQ. SQUARE
S.S.D. SEE STRUCTURAL DRAWINGS
S.S. STAINLESS STEEL
STD. STANDARD
STL. STEEL
STOR. STORAGE
STRUC. STRUCTURAL
SYM. SYMMETRICAL
T. TREAD
T.B. TOWEL BAR
TEL. TELEPHONE
T.&G. TONGUE AND GROVE
THK. THICK
TMPR. TEMPERED
T.O. TOP OF
T.O.P. TOP OF PAVEMENT
T.O.W. TOP OF WALL
T.P.H. TOILET PAPER HOLDER
T.S. TUBULAR STEEL
T.V. TELEVISION
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
V.C.T. VINYL COMPOSITION TILE
VERT. VERTICAL
V.I.F. VERIFY IN FIELD
W. WEST

W/ WITH
WD. WOOD

W/O WITHOUT
W.P. WATERPROOFING
WT. WEIGHT

1. ALL WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL BUILDING CODES AND REGULATIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS APPLICABLE TO SPECIFIC TRADES OR SUBCONTRACTORS.

2. CONTRACTOR WILL HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE

DRAWINGS AND WILL HAVE SATISFIED HIMSELF AS TO THE CONDITION OF EXISTING WORK AND ADJACENT PROPERTY PRIOR TO SUBMISSION OF BID. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON BEHALF OF

THE CONTRACTOR BY REASON OF ANY OMISSION ON HIS PART TO INCLUDE THE COSTS OF ALL ITEMS OF

WORK, EITHER LABOR OR MATERIALS, WHETHER THEY ARE OR ARE NOT ESPECIALLY OR PARTICULARLY SHOWN

OR NOTED BUT WHICH ARE IMPLIED OR REQUIRED TO ATTAIN THE COMPLETED CONDITIONS PROPOSED IN THE DRAWINGS.

3. ALL SUBCONTRACTORS TO THE GENERAL CONTRACTOR SHALL INSPECT THE SITE AND SHALL CONVEY ANY

QUESTIONS REGARDING DESIGN INTENT AND SCOPE OF WORK TO THE ARCHITECT PRIOR TO SUBMITTING BID AND PRIOR TO COMMENCING WORK.

4. CONTRACTOR SHALL COORDINATE THE WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS AND SHALL

BE RESPONSIBLE FOR ANY ACTS, OMISSIONS, OR ERRORS OF THE SUBCONTRACTORS AND OF PERSONS DIRECTLY OR INDIRECTLY EMPLOYED BY THEM.

5. CONTRACTOR TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS INCLUDING SAFETY OF PERSONS AND PROPERTY FOR THE DURATION OF THE PROJECT.

6. CONTRACTOR TO CONFORM TO HOMEOWNERS ASSOCIATION RULES AND GUIDELINES.

7. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY AND PRIOR TO ORDERING OF ALL LONG LEAD ITEMS AND OF APPROXIMATE DELIVERY DATES.

8. ALL CONSTRUCTION MATERIALS AND SUPPLIES TO BE STORED, HANDLED, AND INSTALLED ACCORDING TO MANUFACTURERS' RECOMMENDATIONS.

9. IF ERRORS OR OMISSIONS ARE FOUND IN THE DRAWINGS THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

10. DRAWINGS SCHEMATICALLY INDICATE NEW CONSTRUCTION. THE CONTRACTOR SHOULD ANTICIPATE, BASED

ON EXPERIENCE, A REASONABLE NUMBER OF ADJUSTMENTS TO BE NECESSARY TO MEET THE DESIGN OBJECTIVES AND SHOULD CONSIDER SUCH ADJUSTMENTS AS INCLUDED IN THE SCOPE OF WORK.

11. WHEN SPECIFIC FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR

IN THE GENERAL NOTES, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SIMILAR CONDITIONS.

12. ALL DIMENSIONS TO BE TAKEN FROM NUMERIC DESIGNATIONS ONLY; DIMENSIONS ARE NOT TO BE SCALED OFF DRAWINGS.

13. THESE NOTES TO APPLY TO ALL DRAWINGS AND GOVERN UNLESS MORE SPECIFIC REQUIREMENTS ARE INDICATED APPLICABLE TO PARTICULAR DIVISIONS OF THE WORK. SEE SPECIFICATIONS AND GENERAL NOTES IN THE SUBSECTIONS OF THESE DRAWINGS.

14. ALL DIMENSIONS ARE TO FACE OF FINISH, U.O.N.

15. WEATHER STRIP ALL DOORS LEADING FROM HEATED TO UNHEATED AREAS. PROVIDE VINYL BEAD TYPE WEATHER STRIPPING AT THESE DOORS AND WINDOWS. ALL SIDES OF THE DOOR MUST BE WEATHERSTRIPPED, INCLUDING THE THRESHOLD.

16. CAULK AND SEAL OPENINGS IN BUILDING EXTERIOR 1/8" OR GREATER TO PREVENT AIR INFILTRATION.

17. WINDOWS TO BE OPERABLE AND CLEANED, U.O.N.

18. ALL WALL FRAMING SHALL BE 2x4 @ 16" O.C. MINIMUM. U.O.N.

19. ALL GYPSUM BOARD SHALL BE 5/8" THICK, TYPE "X", U.O.N.

20. ALL GYPSUM AND/OR PLASTER SURFACES SHALL BE SMOOTH, CONTINUOUS, FREE OF IMPERFECTIONS, AND WITH NO VISIBLE JOINTS, U.O.N.

21. STUCCO OVER WOOD SHEATHING SHALL INCLUDE TWO LAYERS OF GRADE 'D' BUILDING PAPER.

22. STRUCTURAL WOOD MEMBERS ADJACENT TO CONCRETE ARE TO BE PRESSURE TREATED DOUGLAS FIR.

FLUID APPLIED AIR BARRIER

ROOF UNDERLAYMENT OR SELF ADHERING MEMBRANE

DRAIN MAT

SHEET APPLIED WATERPROOFING

DRAINABLE BATTENS

DRAIN BOARD OR WATER PERMEABLE DRAIN LAYER

FLUID APPLIED WATERPROOFING

UNDER FLOOR VAPOR BARRIER
(SEE INT. FLR. TYPES)

PRE-APPLIED SHEET MEMBRANE
00 SHEET WHERE DRAWING/DETAIL OCCURS

APPLIANCE TAG

GLASS IN SECTION

FINISH WOOD IN SECTION

PLYWOOD IN SECTION

GYPSUM BOARD IN SECTION

LATH AND PLASTER IN SECTION

INSULATION IN SECTION (RIGID)

INSULATION IN SECTION (BATT)

CONCRETE

LINE ABOVE

BUILDING SECTION

DRAWING OR DETAIL

DRAWING/DETAIL REFERENCE TAG

WORKPOINT OR DATUM

MATCHLINE

REVISION TAG

INTERIOR ELEVATION REFERENCE TAG

SHEET WHERE SECTION OCCURS

SECTION/ELEVATION REFERENCE TAG

SHEET WHERE INTERIOR ELEVATION OCCURS

INTERIOR ELEVATION

WALL TYPE TAG

THRESHOLD

LINE BELOW

DOOR TAG

WINDOW TAG

DOOR/WINDOW OPERATION

PROPERTY LINE

SETBACK
ALIGN

CENTER LINE
1 A9.1
1 3.1
1 A5.1
1 1
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SHEET TITLE:

PROJECT/CLIENT:

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TITLE SHEET

CITY OF UKIAH
1350 HASTINGS ROAD UKIAH CA 95482 USA

TENANT IMPROVEMENTS

GENERAL NOTES

ABBREVIATIONS SYMBOL LEGEND

PROJECT DATA
ZONED
APN

EXISTING USE

PROPOSED USE

LOT DIMENSION

LOT SIZE

VICINITY MAP

PROJECT DIRECTORY
OWNER

ARCHITECT

STRUCTURAL

LEGAL DESCRIPTION SCOPE OF WORK
APN 180-070-19-00

MECHANICAL

ELECTRICAL

APPLICABLE CODES
APPROVALS:

STAMP:

DRAWING INDEX

SITE AERIAL VIEW

PLUMBING
T-24 ENERGY
EXISTING SQFT.

CONST. TYPE

FIRE SPRINKLERS
SEISMIC DESIGN CAT.

ORIG. CONST. DATE
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
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AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD
**PRELIMINARY**
*NOT FOR CONSTRUCTION*
2019 CA BLDG. CODE
2019 CA ELECTRICAL CODE
2019 CA MECHANICAL CODE
2019 CA PLUMBING CODE
2019 CA ENERGY CODE
2019 CA FIRE CODE
2019 CA GREEN BUILDING STANDARDS CODE
2019 CITY OF UKIAH CODE AMENDMENTS
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NAME

TITLE SHEET

EXISTING EXTERIOR PHOTOS

EXISTING INTERIOR PHOTOS

SITE PLAN

EGRESS DIAGRAMS

ACCESSIBILITY COMPLIANCE

CALGREEN CHECKLIST

CALGREEN CHECKLIST

CALGREEN CHECKLIST

EXISTING / DEMO GROUND FLOOR PLAN
EXISTING / DEMO MEZZ. LEVEL PLAN

EXISTING / DEMO SECOND FLOOR PLAN

EXISTING ROOF PLAN

PROPOSED GROUND FLOOR PLAN
PROPOSED MEZZ. LEVEL PLAN

PROPOSED SECOND LEVEL PLAN

DOOR SCHEDULES

WINDOW SCHEDULES
(E) / DEMO ELEVATIONS

PROPOSED EXTERIOR ELEVATIONS

PROPOSED SECTIONS

INTERIOR ELEVATIONS

GROUND LEVEL CEILING PLAN
MEZZ. LEVEL & SECOND FLOOR CEILING PLAN
CITY OF UKIAH: ELECTRIC UTILITIES DIVISION
300 SEMINARY AVENUE
UKIAH, CA 95482
T. 707-463-6200

REN / ALEXANDER DESIGN
301 SCOTT STREET
UKIAH, CA 95482
T. 707-367-8020
E. [email protected]
TBD
PARCEL 2 OF PCL MAP MS 38-78, HASTINGS SUBURBAN ADDITION TO UKIAH FILED DEC 28, 1978 IN C2, D34, P2, MCR.
[C-2] COMMERCIAL / INDUSTRIAL
OFFICES [B] / STORAGE [S-1]
OFFICES [B] / STORAGE [S-1] (NO CHANGE)
APPROX. 290'-0" X 430'-0"

2.8 ACRES / 121,968 SQFT.

TENANT IMPROVEMENT FOR EXISTING WAREHOUSE BUILDING. NEW HVAC SYSTEM; NEW EXTERIOR WINDOWS & DOORS. NO BUILDING FOOTPRINT ALTERATIONS.

APN 180-070-19-00
TBD
TBD
TBD
TBD
15,800 SQFT.

V-A
YES
E
2000
Attachment 1

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APPROVALS:

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EXISTING EXTERIOR
PHOTOS
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**PRELIMINARY**
*NOT FOR CONSTRUCTION*
1 SOUTH FACADE FROM HASTINGS RD.
2 EAST FACADE FROM HASTINGS RD
3 WEST FACADE FROM HASTINGS RD.
4 NORTH & EAST ELEVATIONS (LOOKING SOUTHWEST FROM ROAD) 5 NORTH & EAST ELEVATIONS (LOOKING SOUTH FROM ROAD)

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EXISTING INTERIOR
PHOTOS
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**PRELIMINARY**
*NOT FOR CONSTRUCTION*
1 EXISTING OPEN AREA UNDER SECOND FLOOR 2 EXISTING READY ROOM AREA / MECH. RM. 3 EXISTING BAY 2 MEZZANINE 4 EXISTING BAY 3 MEZZANINE
5 EXISTING BAY 2 MEZZANINE
6 EXISTING STAIR TO SECOND LEVEL

SHEET NO.:

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SITE PLAN
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584.08
584.40
584.16 BW
582.79'
583.8'
588.12
588.18'
588.5'
584.65'
588.18' 588.30'
587.85'
587.90'
583.59'
588.0'
583.7' 583.4' 583.1'
587.77 TW
587.6'
586.0'
586.0'
588.3'
588.12'
586.42'
586.0'
586.0'
587.29'
587.90'
586.21'
582.5'
585.69'
582.5' 582.4'
582.5'
584.40
588.18'
588.18'
588.18'
587.0'
585.0'
582.9'
585.0'
584.6'
584.0'
582.7'
578.6'
578.5'
585.4'
585.0'
588.18'
588.2' TW
583.5'
586.0'
583.5'
583.4'
(E) LANDSCAPE BLOCK

WALL ALONG

BACK OF SIDEWALK
4'-0" CONC. VALLEY
GUTTER
10%
24" X 24" DROP INLET

W/ TRAFFIC GRATE
(E) SEWER MANHOLE
(E) MTL. FENCE
(E) AUTOMATED

VEHICLE ENTRY GATE
(E) AUTOMATED

VEHICLE ENTRY GATE
(E) CONC. SIDEWALK
& ENTRY
(E) SEWER MAN HOLE
(E) VEGTATED BIOSWALE
(E) STORMWATER

RETENTION AREA
& RAIN GARDEN
(E) SEWER

MAN HOLE
(E) BUILDING

SLAB FLOOR
588.30'
NORTH PROPERTY LINE 430'-0"
(E) AC PAVED

PARKING LOT
FH

WATER LINE
? STORM SEWER

CLEANOUT
APPROX. WATER LINE SEWER MAIN LINE
APPROX. WATER LINE

EDGE OF PAVEMENT
8" STORM DRAIN
8" STORM DRAIN
6" STORM DRAIN 6" STORM DRAIN
12" STORM DRAIN
WEST PROPERTY LINE 290'-4"

SEWER MAIN
WV
WV

EDGE OF PAVEMENT
WV
WV

CENTERLINE OF ROAD

EAST PROPERTY LINE EDGE OF PAVEMENT
FH
WH TEL
42" CORR. MTL. PIPE
42" CORR. MTL. PIPE

HASTINGS ROAD

HASTINGS ROAD
SOUTH PROPERTY LINE 266'-3" EDGE OF PAVEMENT
(E) 36" CULVERT
(E) AC PAVED

PARKING LOT
(E) BASE ROCK

PARKING AREA
(E) BASE ROCK

STAGING AREA

CENTERLINE OF ROAD
WV
WM
FH
DITCH
DITCH
N
SCALE: 1" = 20'
1 SITE PLAN

SHEET NO.:

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STAMP:

EGRESS DIAGRAMS
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214 sq ft
1,736 sq ft
32 31
30 29
28 27
2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
STAIR
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 UP
STAIR
10 11
12 13
14 15
16 STAIR

SHOWROOM MEZZANINE
OCCUPANCY / USE: B
1 ACTUAL FLOOR AREA: 214 SQFT.

FLOOR AREA SERVED BELOW
3: 1,736 SQFT.

ALLOWABLE FLOOR AREA
3: (1/3) (1,736) = 578'-7"
OCC. LOAD FACTOR: 150
1 OCC. LOAD: 1.4
EXIT ACCESS: YES: 2 BELOW
EGRESS WIDTH PROVIDED: 44"
STAIR WIDTH PROVIDED: 44"

TRAVEL DISTANCE
MAX. EXIT ACCESS LENGTH 300'-0"
2 CODE COMPLIANT: YES
1 OCCUPANT LOAD PER CBC TABLE 1004.1.2 2 MIN. REQ'D. EGRESS WIDTH PER 1005.3 3 ALLOWABLE PER 505.2 EXIT 1
EXIT 3
EXIT 2

BREAK AREA MEZZANINE
OCCUPANCY / USE: B
1 ACTUAL FLOOR AREA: 576 SQFT.

FLOOR AREA SERVED BELOW: 1,736 SQFT.

ALLOWABLE FLOOR AREA: (1/3) (1,736) = 578'-7"
OCC. LOAD FACTOR: 150
1 OCC. LOAD: 3.8
EXIT ACCESS: YES: 2 BELOW
EGRESS WIDTH PROVIDED: 6'-0"
STAIR WIDTH PROVIDED: 44"

TRAVEL DISTANCE
MAX. EXIT ACCESS LENGTH 300'-0"
2 CODE COMPLIANT: YES
1 OCCUPANT LOAD PER CBC TABLE 1004.1.2 2 MIN. REQ'D. EGRESS WIDTH PER 1005.3 3 ALLOWABLE PER 505.2 576 sq ft
1,736 sq ft
MEZZ. 1

MEZZANINE
ICE
4,229 sq ft
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 UP
STAIR
123456789
10 11
12 13
14 15
16 UPSTAIR
53'-3" 48'-1 1/4"
49'-0 3/4"
63'-10 3/4"
118'-0" 1/3 = 39'-3"
17'-0 1/4"
9,773 sq ft
NOT IN SCOPE.

EXISTING STORAGE

WAREHOUSES TO
REMAIN
SHOW
ROOM
OFFICE
OFFICE
SHARED
OFFICE
SHARED
OFFICE
(N) SWITCH

GEAR AREA
ADMIN
ENTRY
FOYER
STORAGE PLOTTER & DOC STRG.

BREAK
ROOM

FOREMAN

OFFICES
READY
ROOM
(E) OFFICE(E) TOILET
(E) WAREHOUSE BAY(E) WAREHOUSE BAY

OFFICE AREA
OCCUPANCY / USE: B
1 FLOOR AREA: 9,773 SQFT
OCC. LOAD FACTOR: 150
1 OCC. LOAD: 65
EXITS REQ'D.: 2
3 EXITS PROVIDED: 6
EGRESS WIDTH PROVIDED: 6'-0"
STAIR WIDTH PROVIDED: 36"

TRAVEL DISTANCE
ZONE 1
MAX. DIAGONAL DISTANCE 140'-0"
1/3 MAX. DIAGONAL 46'-7"

ACTUAL EXIT SEPARATION SEE PLAN
MAX. EXIT ACCESS LENGTH 300'-0"
2 CODE COMPLIANT: YES
ZONE 2
MAX. DIAGONAL DISTANCE 118'-0"
1/3 MAX. DIAGONAL 39'-3"

ACTUAL EXIT SEPARATION SEE PLAN
MAX. EXIT ACCESS LENGTH 300'-0"
4 CODE COMPLIANT: YES
1 OCCUPANT LOAD PER CBC TABLE 1004.1.2 2 MIN. REQ'D. EGRESS WIDTH PER 1005.3 3 MIN REQ'D. EXITS PER 1006.3.3 4 MAX TRAVEL DISTANCE PER CBC 1017.2 ZONE 2 O.A. DIAGONAL ZONE 1 O.A. DIAGONAL

SEPARATION DISTANCE

SEPARATION DISTANCE SEPARATION DISTANCE

SEPARATION DISTANCE
EXIT 1
EXIT 3
EXIT 4
EXIT 5 EXIT 6
EXIT 2
139'-9 3/4" (1/3 = 46'-7")
SHARED
OFFICE

CONFERENCE
SUPPLY
CLST.

OFFICE

PRINT &
STRG
UNISEX

CUSTODIAL
CLOSET

METERING TECH
OFFICE
METER

TESTING
ROOM

CUSTODIAL
CLOSET

WOMENS UNISEX MENS
(E) TOILET

RESTROOM

VESTIBULE
BULL

ROOM OPEN
AREA
(E) TOILET
1,600 sq ft 32313029282726252423222120
19 18
17 16
1514
13 12
11 10
987654321
STAIR
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 STAIR 52'-0 1/4" 29'-0 1/4"
OFFICE
OFFICE
OFFICE
OFFICE

OPEN CONFERENCE
STRG.

OFFICE AREA
OCCUPANCY / USE: B
FLOOR AREA: 1,600 SQFT
OCC. LOAD FACTOR: 150
OCC. LOAD: 10
EXITS REQ'D.: 2
EXITS PROVIDED: 2
MIN. REQ'D. EGRESS WIDTH: 36"
EGRESS WIDTH PROVIDED: 48" & 60"*
MIN. STAIR WIDTH: 44"
STAIR WIDTH PROVIDED: 48"

TRAVEL DISTANCE
MAX. DIAGONAL DISTANCE 52'-0"
1/3 MAX. DIAGONAL 17'-3"
ACTUAL SEPARATION 29'-0"
MAX. EXIT ACCESS LENGTH 300'-0"**
CODE COMPLIANT: YES
*EXISTING INTERIOR & EXTERIOR EGRESS STAIR TO REMAIN
**

SEPARATION
SCALE: 1" = 20'
1 SECOND LEVEL EGRESS PLAN
SCALE: 1" = 20'
2 MEZZ. LEVEL EGRESS PLAN
SCALE: 1" = 20'
3 GROUND LEVEL EGRESS PLAN

SHEET NO.:

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ACCESSIBILITY

COMPLIANCE
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**PRELIMINARY**
*NOT FOR CONSTRUCTION*
N07
5'-0"
1'-7 1/2"
2 3 4 1

DIAMETER
30" X 48"
CLEAR
FLOOR
AREA
54" X 44"
CLEAR
FLOOR
AREA
UNISEX

RESTROOM

VESTIBULE
A MINIMUM OF 1'-2" FROM FACE OF WALL.
6" 8"
MIN.

MAX.

MIN.

F.F.
9"
2'-5"
2'-9"
2'-3"
MIN.

MIN.

LAV
KNEE

CLEARANCE
MIRROR
SD
LAV
18"
MIN.
18"
MIN.

INSULATE WASTE LINE

WHERE EXPOSED

EDGE OF REFLECTIVE
SURFACE EQ EQ ℄
SND
TPH
1'-7"
3'-4"
2'-0" MIN.
12" MAX.

SCD
2'-9" F.O.F.

F.F.
4'-6" MIN.

MIN.
7"-9"
1-1/2"
MIN.

D
2'-9"
19" MAX.
36" GRAB BAR
1'-5" 2'-0"
17" MIN.

T.O. SEAT
Detailer for ARCHICAD 1 high 1 wide Notes

1. INTERIOR DOORS MUST NOT REQUIRE MORE THAN 5 LBS. OF FORCE TO OPERATE

2. EXTERIOR DOORS MUST NOT REQUIRE MORE THAN 5 LBS. OF FORCE TO OPERATE 5'-0" EQ. EQ. 6"
5'-0" MAX. TO BASELINE OF RAISED CHARACTERS
4'-0" MAX. TO BASELINE OF LOWEST LINE OF BRAILE

LEVER HARDWARE

SIGNAGE WHERE OCCURS FOR

MENS' WOMENS' OR UNISEX

EXIT IDENTIFICATION

DIRECTIONAL & DISABLED

ACCESS ENTRY SIGNAGE
34" - 44"
Detailer for ARCHICAD 1 high 1 wide Notes
EQUILATERAL TRIANGLE UNISEX RESTROOM EA. SHAPE

DIAMETER CIRCLE

TYPICAL NOTES

1. EACH 1/4" THICK SHAPE

SHALL HAVE COLOR CONTRAST
TO DOOR COLOR. UNISEX

CIRCLE SHALL COLOR CONTRAST

DOOR AND TRIANGLE

2. MOUNTED 5'-0" A.F.F. TO

CENTER OF SIGN AND
CENTERED ON DOOR.

3. CONTRAST OF LRV (LIGHT

REFLECTIVE VALUE) OF DOOR
FIN. & SIGNS SHALL BE AT LEAST
70% AS DETERMINED BY:
((LRV1 - LRV2) / LRV1) X 100
>70%
LRV1 = LIGHTER COLOR
LRV2 = DARKER COLOR
1'-0" 1'-0"
1'-0"
Detailer for ARCHICAD 1 high 1 wide Notes

ACCESSIBLE RESTROOM MENS / WOMENS RESTROOM
7" X 8"
FABRICATE FROM 1/8" THICK
PLASTIC WITH WOOD BACKING.

MOUNT ON LATCH SIDE OF
DOOR.

SYMBOLS AND LETTERS SHALL BE

IN A COLOR CONTRASTING

WITH BACKGROUND AND
RAISED 1/32"
6" HIGH RAISED WHEELCHAIR

LOGO AND SYMBOLS AND
LETTERS SHALL BE RAISED 1/32"

10.5" X 8"
LETTERS SHALL BE 1" HIGH

HELVETICA MEDIUM
GRADE #2 MIN. TO 3/8" TO
MAX 1/2" DIRECTLY BELOW

TACTILE LETTERS FLUSH LEFT OR

CENTERED BRAILE READING
'RESTROOM'

3. CONTRAST OF LRV (LIGHT
REFLECTIVE VALUE) OF DOOR FIN. &
SIGNS SHALL BE AT LEAST 70% AS
DETERMINED BY:
((LRV1 - LRV2) / LRV1) X 100 >70%
LRV1 = LIGHTER COLOR
LRV2 = DARKER COLOR
Detailer for ARCHICAD 1 high 1 wide Notes
1 1/2"
2'-9"

INTERIOR FINISH (VARIES) SEE
MATERIALS SCHED.

INTERIOR FINISH BLOCKING AS
REQ'D.
1 1/4" MIN. TO 1 1/2" MAX. DIA.

MTL. GRAB BAR W/ MTL.

FLANGE; SEE SPEC.

INSULATION; SEE INSULATION
SCHEDULE & TITLE-24
(2X) 3/8" X 3" S.S. SCREWS.
250LBF MIN. DOWNWARD
LOAD.

INT.

CLR.

TO FINISHED FLOOR
SCALE: 1/2" = 1'-0" 2 TYP. RESTROOM ENLARGED PLAN
SCALE: 1/2" = 1'-0" 10 TYPICAL BATH INTERIOR ELEVATIONS SCALE: 3/4" = 1'-0" 6 RESTROOM DOOR SIGNAGESCALE: 3/4" = 1'-0" 3 RESTROOM DOOR SIGNAGESCALE: 3/4" = 1'-0" 9 RESTROOM WALL SIGNAGE SCALE: 6" = 1'-0" 5 ADA GRAB BAR DETAIL

SHEET NO.:

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CALGREEN CHECKLIST
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**PRELIMINARY**
*NOT FOR CONSTRUCTION*
CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL

5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.

DIVISION 5.1 PLANNING AND DESIGN
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) Y
SECTION 5.102 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire.

LOW-EMITTING AND FUEL EFFICIENT VEHICLES.

Eligible vehicles are limited to the following:

1. Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV), advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962.

2. High-efficiency vehicles, regulated by U.S. EPA, bearing High-Occupancy Vehicle (HOV) car pool lane stickers issued by the Department of Motor Vehicles.

NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.

TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.

VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.

Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.

SECTION 5.106 SITE DEVELOPMENT

5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:

5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.

5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.

1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.

2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.

DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL

5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.

DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL

5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance.

SECTION 5.302 DEFINITIONS

5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape.

FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks.

METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable.

GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.

POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.

POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic puroses, and meets the U.S.

Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction.

RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.

SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, such as landscape irrigation. For the purposes of CALGreen, a dedicated meter may be considered a submeter.

WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO).

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 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.

5.303.3.2 Urinals.

5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed

0.125 gallons per flush.

5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 Showerheads. [BSC-CG]

5.303.3.3.1 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.

5.303.3.3.2 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 allow only one shower outlet to be in operation at a time.

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

5.106.5.2.1 - Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR / VAN POOL / EV Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be considered eligible for designated parking spaces.

5.106.5.3 Electric vehicle (EV) charging. [N] Construction shall comply with Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of electric vehicle supply equipment (EVSE).

When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows:

5.106.5.3.1 Single charging space requirements. [N] When only a single charging space is required per Table 5.106.5.3.3, a raceway is required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:

1. The type and location of the EVSE.

2. A listed raceway capable of accommodating a 208/240 -volt dedicated branch circuit.

3. The raceway shall not be less than trade size 1".

4. The raceway shall originate at a service panel or a subpanel serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and listed suitable cabinet, box, enclosure or equivalent.

5. The service panel or subpanel shall have sufficient capacity to accommodate a minimum 40-ampere dedicated branch circuit for the future installation of the EVSE.

5.106.5.3.2 Multiple charging space requirements. [N] When multiple charging spaces are required per Table 5.106.5.3.3 raceway(s) is/are required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:

1. The type and location of the EVSE.

2. The raceway(s) shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and into listed suitable cabinet(s), box(es), enclosure(s) or equivalent.

3. Plan design shall be based upon 40-ampere minimum branch circuits.

4. Electrical calculations shall substantiate the design of the electrical system, to include the rating of equipment and any on-site distribution transformers and have sufficient capacity to simultaneously charge all required EVs at its full rated amperage.

5. The service panel or subpanel(s) shall have sufficient capacity to accommodate the required number of dedicated branch circuit(s) for the future installation of the EVSE.

5.106.5.3.3 EV charging space calculations. [N] Table 5.106.5.3.3 shall be used to determine if single or multiple charging space requirements apply for the future installation of EVSE.

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

TABLE 5.106.5.2 - PARKING

TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0
10-25 1
25-50 3
51-75 6
76-100 8
101-150 11
151-200 16
201 AND OVER AT LEAST 8% OF TOTAL
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

5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.

5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.

5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections

5.106.4.2.1 and 5.106.4.2.2

5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.

5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES. In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as follows:

5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2

5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.

5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.

Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.

SECTION 5.303 INDOOR WATER USE

5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.

5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:

1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.

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. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.

A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:

Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC)
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.

SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.

1. Calculation for spaces shall be rounded up to the nearest whole number.

5.106.5.3.4 [N] Identification. The service panel or subpanel(s) circuit directory shall identify the reserved overcurrent protective device space(s) for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE".

5.106.5.3.5 [N] Future charging spaces qualify as designated parking as described in Section 5.106.5.2 Designated parking for clean air vehicles.

TABLE 5.106.5.3.3

TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0
10-25 1
26-50 2
51-75 4
76-100 5
101-150 7
151-200 10
201 AND OVER 6% of total¹

5.106.8 LIGHT POLLUTION REDUCTION. [N].l Outdoor lighting systems shall be designed and installed to comply with the following:

1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and

2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);

3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and

4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.

Exceptions: [N]

1. Luminaires that qualify as exceptions in Section 140.7 of the California Energy Code.

2. Emergency lighting.

3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.

4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.

Note: [N]

1. See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways.

2. Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B.

3. Refer to the California Building Code for requirements for additions and alterations.

5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a 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.

TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT
AND GLARE (BUG) RATINGS 1,2

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE LZ1

LIGHTING
ZONE LZ2

LIGHTING
ZONE LZ3

LIGHTING
ZONE LZ4

MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is

0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2

MAXIMUM ALLOWABLE

UPLIGHT RATING (U)
For area lighting 4 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR

MAXIMUM ALLOWABLE
GLARE RATING 5 (G)
Luminaire greater than 2 MH
from property line N/A G1 G2 G3 G4
Luminaire front hemisphere is
1-2 MH from property line N/A G0 G1 G1 G2
Luminaire front hemisphere is

0.5-1 MH from property line N/A G0 G0 G1 G1
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A G0 G0 G0 G1

1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code.

2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section.

3. If the nearest property line is less than or equal to two mounting heights from the back hemisphere of the luminaire distribution, the applicable reduced Backlight rating shall be met.

4. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for "all other outdoor lighting".

5. If the nearest property line is less than or equal to two mounting heights from the front hemisphere of the luminaire distribution, the applicable reduced Glare rating shall be met.

2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.

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.

5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.

Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).

The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.

Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency.

Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development.

N/A Y N/A

1. Where there is insufficient electrical supply.

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

Y N/A Y N/A
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY

5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6.

5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years.

Exceptions: The surface parking area covered by solar photovoltaic shade structures, or shade structures, with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5, are not included in the total area calculations.

5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years.

Exceptions: Playfields for organized sport activity are not included in the total area calculation.

5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years.

Exceptions: Walks, hardscape areas covered by solar photovoltaic shade structures, and hardscape areas covered by shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5, are not included in the total area calculation.

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DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND

RECYCLING

5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent.

5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:

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

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

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

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.

5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.

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

Exceptions to Sections 5.408.1.1 and 5.408.1.2:

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.

3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.

5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.

5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located at www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance with the waste management plan.

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

5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.

Note: Refer to the Universal Waste Rule link at:
http://www.dtsc.ca.gov/LawsRegsPolicies/Regs/upload/OEAR-A_REGS_UWR_FinalText.pdf

5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.

Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.

Notes:

1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.

2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL

5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity 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 5.502 DEFINITIONS

5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.

A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.

COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.

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, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).

Note: See CCR, Title 17, Section 93120.1.

DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).

DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity.

ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.

Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included.

ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.

ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest.

EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections.

FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.

GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.

GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.

HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter.

LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.

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 hundreths of a gram (g O3
/g ROC).

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).

PSIG. Pounds per square inch, guage.

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

SCHRADER ACCESS VALVES. Access fittings with a valve core installed.

SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter.

SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units.

VOC. A volatile organic compound 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) .

Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.

SECTION 5.503 FIREPLACES

5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.

5.503.1.1 Woodstoves. Woodstoves and pellet stoves 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.

SECTION 5.504 POLLUTANT CONTROL

5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.

5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:

1. Environmental and sustainability goals.

2. Building sustainable goals.

3. Indoor environmental quality requirements.

4. Project program, including facility functions and hours of operation, and need for after hours operation.

5. Equipment and systems expectations.

6. Building occupant and operation and maintenance (O&M) personnel expectations.

5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse system.

5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:

1. General project information.

2. Commissioning goals.

3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.

4. Commissioning team information.

5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.

5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.

5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.

5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.

5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.

5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse systems.

5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.

5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS

5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building 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 waste, 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 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.

5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.

Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.

5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).

Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.

5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.

5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:

1. Site information, including facility description, history and current requirements.

2. Site contact information.

3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.

4. Major systems.

5. Site equipment inventory and maintenance notes.

6. A copy of verifications required by the enforcing agency or this code.

7. Other resources and documentation, if applicable.

5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:

1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).

2. Review and demonstration of servicing/preventive maintenance.

3. Review of the information in the Systems Manual.

4. Review of the record drawings on the system/equipment.

SECTION 5.304 OUTDOOR WATER USE

5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential 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 of Regulations, Title 23, Chapter 2.7, Division 2.

2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.

5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter

2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.

Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.

5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.

5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.

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.

5.303.4 COMMERCIAL KITCHEN EQUIPMENT.

5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.

Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.

5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building.

5.303.6 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 and in Chapter 6 of this code.

Y N/A
SECTION 5.402 DEFINITIONS

5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.

BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.

BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.

ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste.

TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT

5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent.

5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.

5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.

5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows:

5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:

1. An installed awning at least 4 feet in depth.

2. The door is protected by a roof overhang at least 4 feet in depth.

3. The door is recessed at least 4 feet.

4. Other methods which provide equivalent protection.

5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.

5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply.

Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include:

1. Owner’s or Owner representative’s project requirements.

2. Basis of design.

3. Commissioning measures shown in the construction documents.

4. Commissioning plan.

5. Functional performance testing.

6. Documentation and training.

7. Commissioning report.

Exceptions:

1. Unconditioned warehouses of any size.

2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.

3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.

4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.

Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.

Informational Notes:

1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.

2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.

5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.

5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency.

RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

5.303.3.4 Faucets and fountains.

5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.

5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 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.

5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].

5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.

5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].

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

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5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, 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 5.504.4.3 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 5.504.4.3 shall apply.

5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) 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.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program.

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 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 (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.

5.504.4.5.3 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 or European 636 3S standards.

5. Other methods acceptable to the enforcing agency.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter

ARCHITECTURAL APPLICATIONS CURRENT 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 ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY 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,
www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF
TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

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

SEALANT PRIMERS

ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO

MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS2,3

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

COATING CATEGORY CURRENT VOC LIMIT
FLAT COATINGS 50
NONFLAT 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.

TABLE 5.504.4.5 - 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 CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.

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

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.

5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.

5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.

5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.

5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.

5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.

5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.

5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.

5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.

5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.

Exception: Valves with seal caps that are not removed from the valve during stem operation.

5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.

5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.

5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.

5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.

5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.

5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.

5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.

5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.

5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.

5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.

5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.

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-CG] 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.
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.

Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.

5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:

1. Within the 65 CNEL noise contour of an airport.

Exceptions:

1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.

2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.

2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.

5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).

5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.

5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.

5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.

5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.

Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.

5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.

5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following:

1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program;

2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010;

3. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria and listed in the CHPS High Performance Product Database; or

4. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children's & Schools Program).

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions: Existing mechanical equipment.

5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 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

5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet at least one of the testing and product requirements:

1. Carpet and Rug Institute's Green Label Plus Program.

2. Compliant with the VOC-emission limits and testing requirements specified in 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 1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350).

3. NSF/ANSI 140 at the Gold level or higher;

4. Scientific Certifications Systems Sustainable Choice; or

5. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria listed in the CHPS High Performance Product Database.

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through

5.504.4.6.

5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:

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 Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), 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 one 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.

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
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXISTING / DEMO

GROUND FLOOR PLAN
A1.1

EXISTING WALL TO REMAIN

NEW WALL

WALL TO BE DEMOLISHED
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2202
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KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

SYMBOLS
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95% DD **PRELIMINARY** *NOT FOR CONSTRUCTION*
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10 11
12 13
14 UP
STAIR
16 1514
13 12
11 10
987654321
STAIR
UP
1234567
89 10
11 12
13 14

UPSTAIR
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
UP
1 2
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5 6
7 8
9 10
11 12
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15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
UP
STAIR
8'-11"
10'-4"
15'-0"
3 A3.1
1 A3.1
2 A3.1
4 A3.1

DEMO (E) STAIR, WALLS &

MEZZANINE STRUCTURE
ABOVE
RELOCATE (E) MSB & EQPMT.

TO WEST ELEVATION; SEE (N)
PLANS

DEMO & INFILL (E) ROLL-UP

DOOR W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
SCHED.

DEMO & INFILL (E) SWING
DOOR; MATCH (E) MTL.

SIDING.

RELOCATE (E) ELEC. PANELS.

SEE MEP PLAN

DEMO & INFILL (E) ROLL-UP

DOOR W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
SCHED.

DEMO & INFILL (E)

ROLL-UP DOOR W/
(N) GLAZED

STOREFRONT
SYSTEM; SEE SCHED.

DEMO & INFILL (E) ROLLUP DOOR; MATCH (E)
MTL. SIDING

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM;
SEE SCHED.

DEMO & INFILL (E) ROLL-UP

DOOR W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
SCHED.

RELOCATE (E) ELEC. PANELS.

SEE MEP PLAN

INFILL (E) ROLL-UP

DOOR W/ (N)

GLAZED STOREFRONT
SYSTEM; SEE SCHED.

DEMO (E) ROLL-UP
DOOR; INFILL W/

FRAMING, SIDING &

INTERIOR FINISH TO
MATCH (E). SEE DTL.

DEMO PORTION OF
(E) STRUCTURAL WALL

FOR (N) CORRIDOR &

CIRCULATION

DEMO PORTION OF
(E) STRUCTURAL WALL

FOR (N) CORRIDOR &

CIRCULATION

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE EXT. ELEVS.

DEMO FOR (N)
WDW. SEE EXT. ELEVS.

DEMO FOR (N) WDW.

SEE EXT. ELEVS.

DEMO & PATCH (E) DOOR

DE-CONSTRUCT (E)
MEZZANINE PLATFORM.

SALVAGE MATERIALS & STORE
ON SITE.

DEMO (E) WALLS & DOOR

DEMO & INFILL (E)

SWING DOOR

REMOVE &

SALVAGE (E) ROLL

UP DOOR TO BE

USED ON (N)
WALL; SEE SCHED

DEMO FOR (N) STOREFRONT
SYSTEM & RETAIL ENTRY; SEE
EXT. ELEVS.

DEMO & INFILL (E)
SWING DOOR; MATCH
(E) MTL. SIDING
DEMO & INFILL (E) WDW.

MATCH (E) SIDING; TYP.

DEMO (E) TOILET

DEMO (E) OFFICE & TOILET

DEMO & INFILL (E)
SWING DOOR; MATCH
(E) MTL. SIDING
(E) ROLL-UP

DOOR & SWING

DOOR TO
REMAIN

MEZZANINE ABOVE
(E) MEZZANINE ABOVE
(E) MEZZANINE ABOVE

MEZZANINE ABOVE

MAIN SWITCH BOARD
120/240V, 3∅, 4W, 1000A
(E) METERS
(E) EXHAUST FAN ENCLOSURE
(E) ELEC. PNL.
(E) HOSE BIB
(E) ELEC. PNL.

W.P. DISC.

W.P. DISC.
(E) HOSE BIB
(E) 6.0 GAL. ELEC. WATER

HEATER ON SHELF ABOVE
ELEC.

PNLS.

TLCM
FAC
ALRM
(E) ELEC. PNL.
(E) HOSE BIB
ELEC.

PNL. ELEC.

PNL.
(E) OUTDOOR

PATIO TO REMAIN

PROPERTY LINE PROPERTY LINE PROPERTY LINE
(E) OFFICE (E) TOILET
(E) WAREHOUSE BAY (E) OFFICE
(E) WAREHOUSE BAY
(E) STRG.
(E) TOILET
(E) OFFICE
(E) OFFICE
(E) TOILET
(E) JAN.
(E) WAREHOUSE BAY
(E) MEZZANINE ABOVE
(E) WAREHOUSE BAY
(E) WAREHOUSE BAY(E) WAREHOUSE BAY(E) WAREHOUSE BAY(E) WAREHOUSE BAY (E) STORAGE 06
BCADE
123456
180'-0"
40'-0" 45'-0" 45'-0" 45'-0"40'-0"
135'-0"
40'-0"
175'-0"
89'-8" 23'-0" 46'-4" 61'-0"
220'-0"
34'-2 1/4"
(E) STAIR & RESTROOM TO
REMAIN
(E) TOILET
(E) TOILET
N
SCALE: 1" = 10'
1 (E) / DEMO GROUND LEVEL PLAN

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXISTING / DEMO
MEZZ. LEVEL PLAN
A1.2

EXISTING WALL TO REMAIN

NEW WALL

WALL TO BE DEMOLISHED
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KG
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REVISIONS: BY:

SYMBOLS
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10 11
12 13
14 STAIR
16 1514
13 12
11 10
987654321
STAIR
1234567
89 10
11 12
13 14
STAIR
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
UP
STAIR
3 A3.1
1 A3.1
2 A3.1
4 A3.1
407 sq ft
311 sq ft

DEMO (E)

MEZZANINE

PLATFORM & STAIR

DE-CONSTRUCT (E)

MEZZANINE
PLATFORM. SALVAGE

MATERIALS & STORE
ON SITE.

DE-CONSTRUCT (E)

MEZZANINE
PLATFORM. SALVAGE

MATERIALS & STORE
ON SITE.

DE-CONSTRUCT (E)

MEZZANINE
PLATFORM. SALVAGE

MATERIALS & STORE
ON SITE.

DE-CONSTRUCT (E)

MEZZANINE
PLATFORM. SALVAGE

MATERIALS & STORE
ON SITE.

REPLACE (E) DOOR
W/ (N); SEE SCHED.

MAINTAIN ACCESS

TO (N) STORAGE

PLATFORM
(E) MEZZANINE 03
(E) MEZZANINE 01
(E) MEZZANINE 02
(E) MEZZANINE 04
(E) MEZZANINE 05
BCADE
123456
(E) DOUBLE
HEIGHT

STRUCTURAL WALL

W/ (N) PUNCHED

OPENING AT

CORRIDOR
(E) DOUBLE
HEIGHT

STRUCTURAL WALL

W/ (N) PUNCHED

OPENING AT

CORRIDOR
(E) STAIR TO REMAIN;
TYP.
(E) STORAGE

PLATFORM TO
REMAIN; SEE (N)
PLANS
(E) STRG. PLATFORM 06
N
SCALE: 1" = 10'
1 (E) / DEMO MEZZANINE LEVEL PLAN

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXISTING / DEMO

SECOND FLOOR PLAN
A1.3

EXISTING WALL TO REMAIN

NEW WALL

WALL TO BE DEMOLISHED
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DATE:

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2202
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SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

SYMBOLS
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95% DD
**PRELIMINARY**
*NOT FOR CONSTRUCTION*
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
STAIR
1 A3.2
2 A3.2
3 A3.2
4 A3.2

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.
(E) GUTTER &

DOWNSPOUTS TO
REMAIN; TYP.
(E) OFFICE 202
(E) OFFICE 201
(E) OPEN OFFICE 203
(E) STRG. 202

SLOPE SLOPE
B
C
A
D
E
1 2 3 4 5 6
2 A3.3
2 A3.3
1 A3.3
1 A3.3
(E) MTL. STANDING

SEAM ROOF TO
REMAIN; TYP.
(E) MTL. STANDING

SEAM ROOF TO
REMAIN; TYP.

SLOPE SLOPE

SLOPE SLOPE

SLOPE SLOPE

SLOPE SLOPESLOPE SLOPE
N
SCALE: 1" = 10' 1 (E) / DEMO SECOND LEVEL PLAN

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXISTING ROOF PLAN
A1.4
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KG
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REVISIONS: BY:

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95% DD **PRELIMINARY** *NOT FOR CONSTRUCTION*
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
1 A3.2
2 A3.2
3 A3.2
4 A3.2

SLOPE SLOPE

SLOPE SLOPE

SLOPE SLOPE

SLOPE SLOPESLOPE SLOPESLOPE SLOPE
BCADE
123456
2 A3.3
2 A3.3
1 A3.31
A3.3

SLOPE SLOPE

SLOPE SLOPE
N
SCALE: 1" = 10'
1 (E) ROOF LEVEL PLAN

NO WORK HERE

SHOWN FOR

REFERENCE ONLY

SHEET NO.:

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APPROVALS:

STAMP:

PROPOSED GROUND

FLOOR PLAN
A2.1
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ICE
N01
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
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987654321
32 31
30 STAIR
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
UP
STAIR
104
103
102
101
105
E04
108
110 109
111
114
113
112
E03
E02
E01
N03
N02
N13
N15
107
106
E05
F07
F05
F09
N14
N12
R08
N11
N10
F10
N05
N07 N08 N09
123456789
10 11
12 13
14 15
16 UPSTAIR
N04
15'-0"
17'-3"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
1 A3.2
2 A3.2
3 A3.2
4 A3.2
2 A5.11
F01
F02

SHIPS LADDER

ACCESS TO

STORAGE

PLATFORM ABOVE

LINE OF STORAGE

PLATFORM ABOVE

SHOWN DASHED

LINE OF (N)

STORAGE

PLATFORM ABOVE

SHOWN DASHED
(E) ROLL-UP

DOOR TO
REMAIN
(E) ROLL-UP

DOOR TO
REMAIN
(E) ROLL-UP

DOOR TO
REMAIN
(E) DOOR TO
REMAIN
(E) DOOR TO
REMAIN
(E) WINDOW TO
REMAIN
(N) STRUCTURAL
POST; WIDE FLANGE
(N) STRUCTURAL BEAM
& COLUMNS FOR
STRG. PLATFORM
ABOVE
(E) ROLL-UP

DOOR TO
REMAIN
(E) ROLL-UP

DOOR & SWING

DOOR TO
REMAIN
A
A
A
1 A
(E) HOSE BIB
W.P. DISC.

W.P. DISC.
(E) HOSE BIB
(E) 6.0 GAL. ELEC. WATER

HEATER ON SHELF ABOVE
ELEC.

PNLS.

TLCM
FAC
ALRM
(E) ELEC. PNL.
(E) HOSE BIB
ELEC.

PNL. ELEC.

PNL.

MAIN SWITCH BOARD
120/240V, 3∅, 4W,
1000A
(E) METERS
SHOW
ROOM
OFFICE
OFFICE
SHARED
OFFICE
SHARED
OFFICE
(N) SWITCH

GEAR AREA
ADMIN
ENTRY
FOYER
(E) OUTDOOR

PATIO TO REMAIN
STORAGE PLOTTER & DOC STRG.

BREAK
ROOM

FOREMAN

OFFICES
READY
ROOM
MECH.

AREA

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE

PROPERTY LINE PROPERTY LINE
(E) OFFICE (E) TOILET
(E) WAREHOUSE BAY(E) WAREHOUSE
F11 BAY
F04
F06
F03
F08
BCADE
123456
180'-0"
40'-0" 45'-0" 45'-0" 45'-0"40'-0"
135'-0"
40'-0"
175'-0"
89'-8" 23'-0" 46'-4" 61'-0"
220'-0"
11'-3"
34'-2 1/4"
16'-1" 16'-1"
10'-9" 10'-9" 10'-9" 10'-9"
6'-0"
8'-8 1/2"
10'-9"
20'-10 1/2"
4'-0"
9'-5 1/4"
2 A3.3
2 A3.3
1 A3.31
A3.3
N06
SHARED
OFFICE

CONFERENCE
SUPPLY
CLST.

OFFICE

PRINT &
STRG
UNISEX

COAT CLOSET

CUSTODIAL
CLOSET

METERING TECH
OFFICE
METER

TESTING
ROOM

CUSTODIAL
CLOSET

WOMENS UNISEX MENS

OPEN TO
ABOVE
(E) TOILET

RESTROOM

VESTIBULE
BULL
ROOM
OPEN
AREA
(E) TOILET
N
SCALE: 1" = 10'
1 PROPOSED GROUND FLOOR PLAN

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED MEZZ. LEVEL
PLAN
A2.2
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD **PRELIMINARY** *NOT FOR CONSTRUCTION*
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
UP
STAIR
10 11
12 13
14 15
16 STAIR
1 A3.2
2 A3.2
3 A3.2
4 A3.2
10'-0"
10'-0"

MATCH (E) PALLET

STORAGE RACK

SHIPS LADDER

ACCESS TO STORAGE

PLATFORM ABOVE

EXTEND (E)

STORAGE

PLATFORM
10'-0"
BCADE
123456
2 A3.3
2 A3.3
1 A3.31
A3.3
33'-2 1/4" 8'-8 1/2"
8'-8 1/2"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0" 9'-0"
10'-0"
10'-0"

ACCESS VIA
DOOR @ STAIR

LANDING

WIRE MESH
PANEL GUARDS @
PLATFORM EDGE;
TYP.

WIRE MESH
PANEL GUARDS @
PLATFORM EDGE;
TYP.
(E) DOUBLE
HEIGHT

STRUCTURAL WALL

W/ (N) PUNCHED

OPENING AT

CORRIDOR
(E) DOUBLE
HEIGHT

STRUCTURAL WALL

W/ (N) PUNCHED

OPENING AT

CORRIDOR
(E) STAIR TO REMAIN;
TYP.
(E) STORAGE

PLATFORM TO
REMAIN; SEE (N)
PLANS

SOFFIT ABOVE

BREAK ROOM
BELOW
CONFERENCE MEZZ. 1 ROOM SOFFIT

OPEN TO ABOVE & BELOW

OPEN TO

ABOVE &
BELOW

MEZZANINE

OPEN TO ABOVE & BELOW

OPEN TO

ABOVE &
BELOW

OPEN TO

ABOVE &
BELOW

OPEN TO ABOVE & BELOW

OPEN TO

ABOVE &
BELOW

OPEN TO ABOVE & BELOW

OPEN TO ABOVE & BELOW

OPEN TO

ABOVE &
BELOW

SOFFIT ABOVE

METERING

TECH OFFICE
OFFICE
SOFFIT

STAIR LANDING
STRG. PLATFORM
(E) EXT.

STAIR

SOFFIT ABOVE

RESTROOM

OPEN TO

ABOVE &
BELOW
HVAC &

DUCTING
ACCESS

PLATFROM
ABOVE

OFFICES
STRG. PLATFORM STRG. PLATFORM

PLOTTER
SOFFIT
HVAC &

DUCTING
ACCESS

PLATFROM
ABOVE

OFFICES
N
SCALE: 1" = 10'
1 PROPOSED MEZZANINE LEVEL PLAN

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED SECOND

LEVEL PLAN
A2.3
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD **PRELIMINARY** *NOT FOR CONSTRUCTION*
31 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 STAIR
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
STAIR
207 208 209
F15 F12
F13
F14
1 A3.2
2 A3.2
3 A3.2
4 A3.2
14'-4 1/4" 14'-4 1/4"
16'-11 3/4" 16'-11 3/4"
(E) GUTTER &

DOWNSPOUTS TO
REMAIN; TYP.

OFFICE
OFFICE
OFFICE
OFFICE

OPEN CONFERENCE
STRG.
105

SLOPE SLOPE
BCADE
123456
2 A3.3
2 A3.3
1 A3.31
A3.3
202
9'-7"
203
204
205
206
201 210
(E) MTL. STANDING

SEAM ROOF TO
REMAIN; TYP.
(E) MTL. STANDING

SEAM ROOF TO
REMAIN; TYP.

SLOPE SLOPE

SLOPE SLOPE

SLOPE SLOPE

SLOPE SLOPESLOPE SLOPE
N
SCALE: 1" = 10'
1 PROPOSED SECOND LEVEL PLAN

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

DOOR SCHEDULES
A2.4
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD **PRELIMINARY** *NOT FOR CONSTRUCTION*

DOOR SCHEDULE
MARK
E01
E02
E03
E04
E05
F01
F02
F03
F04
F05
F06
F07
F08
F09
F10
F11
F12
F13
F14
F15
N01
N02
N03
N04
N05
N06
N07
N08
N09
N10
N11
N12
N13
N14
N15
R08

POSITION
Exterior
Exterior
Exterior
Exterior
Exterior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior

MANUFACTURER / PRODUCT
LINE
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT

TRUDOR OR APPROVED

EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

EXISTING - MOVED TO (N)
LOCATION. SEE PLANS
UNIT

DIMENSIONS
9'-0"×10'-0"
9'-0"×10'-0"
9'-0"×10'-0"
9'-4 3/4"×10'-0"
6'-0 1/2"×8'-0
1/4"
23'-0"×10'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
6'-9 3/4"×8'-0"
6'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
3'-0 1/2"×8'-0
1/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
5'-11 1/2"×10'-0
3/4"
6'-1"×6'-8 1/2"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
2'-11 1/2"×6'-8
3/4"
11'-0"×16'-0 5/8"
LEAF

DIMENSIONS
6'-0"×8'-0"
6'-0"×8'-0"
6'-0"×8'-0"
3'-0"×8'-0"
6'-0"×8'-0"
6'-0"×8'-0"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×8'-0"
2'-10"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
5'-10"×10'-0"
6'-0"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
2'-10"×6'-8"
10'-6"×15'-0"
THK.
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
2"

MATERIAL

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM
STEEL

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD

SOLID CORE
WOOD
METAL

FINISH /
COLOR

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

PAINTED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1

NATURAL

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1

PAINTED /
F-1
(E) TO
REMAIN

GLAZING YYYY-----------------------------U-VALUE ------------------------------------

MINIMUM

STC RATING -----
40 40
40 40
40 40
40 40
40 40
40 40
40 40
40----------------

SHGC ------------------------------------
FRAME

MATERIAL

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
(E) TO
REMAIN

FINISH / COLOR

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
FIRE

RATING -----------------------------------

HARDWARE
SET
SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

SEE SPEC.

REMARKS

SEE FINISHES SCHEDULE FOR

PAINT COLOR SPEC
ID E01, E02, E03 E04 E05 F01 F02, F03, F04, F05, F06, F07, F10, F11, F12, F13, F14 F08, F09 F15 N01, N02, N03, N04, N07, N08,
N09, N10, N11, N12, N13, N14,
N15
N05 N06

ELEVATION
VIEW
LEAF DIMS 6'-0"×8'-0" 3'-0"×8'-0" 6'-0"×8'-0" 6'-0"×8'-0" 3'-0"×6'-8" 3'-0"×6'-8" 3'-0"×8'-0" 2'-10"×6'-8" 5'-10"×10'-0" 6'-0"×6'-8" UNIT SIZE 9'-0"×10'-0" 9'-4 3/4"×10'-0" 6'-0 1/2"×8'-0 1/4" 23'-0"×10'-0" 8'-9 3/4"×8'-0" 6'-9 3/4"×8'-0" 3'-0 1/2"×8'-0 1/4" 2'-11 1/2"×6'-8 3/4" 5'-11 1/2"×10'-0 3/4" 6'-1"×6'-8 1/2"

DOOR TYPES

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

WINDOW SCHEDULES
A2.5
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD **PRELIMINARY** *NOT FOR CONSTRUCTION*

WINDOW SCHEDULE
MARK
101
102
103
104
105
105
106
107
108
109
110
111
112
113
114
201
202
203
204
205
206
207
208
209
210
TYPE
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING

FIXED STOREFRONT
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING
3-PANE CASEMENT

W/ AWNING

FIXED RIBBON
2-PANE CASEMENT
WIDTH
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
12'-4
1/2"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
18'-0"
3'-0"
HEIGHT
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
15'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
3'-0"

MANUFACTURER / PRODUCT LINE

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

OPERATION
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
FIXED
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
CASEMENT +
AWNING
FIXED

CASEMENT

GLAZING -------------------------U-VALUE -------------------------SHGC -------------------------MATERIAL

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

FINISH /
COLOR

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK

ANODIZED /
BLACK
FIRE

RATING -------------------------

HARDWARE

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD
NONE

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD

STANDARD
NONE

STANDARD

REMARKS

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

MOTORIZED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE

CORDED ROLLER SHADE MOUNTED
ABOVE; SEE ACCESSORIES SCHEDULE
ID
101, 102, 103, 104, 105,
106, 107, 108, 109, 110, 112,
113, 114, 201, 202, 203, 204,
205, 206, 207, 208
111 209 210
Library Part Name W Casement 01 25 Storefront Window, 2 Sidelights, 2 Transoms 25 W Ribbon 25 W Casement 01 25

ELEVATION VIEW
SILL HEIGHT 36" 0" 48" 48"

WINDOW TYPES

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:
(E) / DEMO

ELEVATIONS
A3.1
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD
**PRELIMINARY**
*NOT FOR CONSTRUCTION*
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2 DEMO & REPLACE (E)
WINDOWS. SEE (N)

ELEVATIONS

DEMO & REPLACE (E)
WINDOWS. SEE (N)

ELEVATIONS
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(E) EXT. MTL. EGRESS

STAIR TO REMAIN
REPLACE (E) EXT.

LIGHTING; SEE SCHED.
(E) RAIN

LEADERS TO
REMAIN; TYP.

LINE OF (N)

RIBBON WINDOW

SHOWN DASHED (E) CORRUGATED
MTL. SIDING TO
DEMO FOR (N) REMAIN; TYP.

WDW.
(D) (D) (E) (D) (D)
1 2 3 4 5 6
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
6 5 4 3 2 1 10'-0 1/4"
9'-0 1/2"
DEMO FOR (N) WDW. DEMO FOR
(N) WDW.

DEMO FOR (N) GLAZED
STOREFRONT SYSTEM. SEE
(N) ELEVATIONS
INFILL (E) ROLL UP DOOR.

MATCH (E) MTL. SIDING. SEE
(N) ELEVATIONS
(E) STANDING SEAM
MTL. ROOF TO
REMAIN; TYP.

REPLACE (E) EXT.

LIGHT FIXTURES, TYP.;
SEE SCHED.
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(E) (E) (E)
(E) (E) (E) (D) (E)
(E)
(E)
(E) (E)
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2 (E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.

INFILL (E) MTL. ROLL-UP DOOR.

MATCH (E) CORRUGATED MTL.

SIDING; TYP.

INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS
INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS

INFILL (E) SWING
DOOR; MATCH (E)
MTL. SIDING; TYP.

DEMO FOR (N)
OPERABLE WDW.

INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS
INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS

DEMO (E) WINDOWS &
REPLACE W/ (N). SEE
(N) ELEVATIONS
REPLACE (E) EXT.

LIGHTING, TYP.; SEE
SCHED.

DEMO

FOR (N)
WDW.
(E)
(D)
(D)
(D)
(D)
(D)
(D) (D) (D) (D)
(D)

A B C D E
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2

E D C B A
(E) STANDING SEAM
MTL. ROOF TO
REMAIN; TYP.
(E) STANDING SEAM
MTL. ROOF TO
REMAIN; TYP.

DEMO FOR (N) WDW.

SEE SCHED.
(E) GABLE VENT

TO REMAIN
(E) EGRESS STAIR

TO REMAIN

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
(N) ELEVS.

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
(N) ELEVS.

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
(N) ELEVS.

REMOVE & INFILL (E)
DOOR; MATCH (E)
MTL. SIDING; TYP.

REMOVE & INFILL (E)
DOOR; MATCH (E)
MTL. SIDING; TYP.

DEMO FOR
(N) WDW. SEE
SCHED.

REMOVE & INFILL (E)
WDW.; MATCH (E)
MTL. SIDING; TYP.

REPLACE (E) EXT.

LIGHTING; SEE
SCHED.
(D)
(E)
(E)
(E) (E) (E) (D) (D) (D)
(D) (D)
(D) (E) (E)
SCALE: 1" = 10'
1 (E) / DEMO SOUTH ELEVATION
SCALE: 1" = 10'
2 (E) / DEMO NORTH ELEVATION
SCALE: 1" = 10'
3 (E) / DEMO WEST ELEVATION
SCALE: 1" = 10'
4 (E) / DEMO EAST ELEVATION

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF

WORK AREA OF
WORK

AREA OF
WORK

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED EXTERIOR

ELEVATIONS
A3.2
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD
**PRELIMINARY**
*NOT FOR CONSTRUCTION*
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(N) MTL. AWNING
AT RETAIL ENTRY;
SEE DTL.

LINE OF INFILLED
ROLL-UP DOOR;

SIDING TO MATCH
(E)
(N) OPERABLE WINDOWS; SEE SCHED.

LINE OF INFILLED ROLL-UP
DOOR SHOWN DASHED;

MATCH (E) SIDING
(N) GLAZED STOREFRONT
SYSTEM; SEE DOOR SCHED.

LINE OF INFILLED DOOR SHOWN
DASHED; MATCH (E) SIDING; TYP.
(N) DOUBLE DOORS;
SEE DOOR SCHED.
(E) EXT. MTL.

EGRESS STAIR TO
REMAIN; TYP.
(E) GUTTERS & RAIN
LEADERS TO REMAIN;
TYP.
(N) (N) (N) (N) (N)
(N)
(N) (N)
(N) (N) (N) (N) (N)
(N)

A B C D E
6 5 4 3 2 1
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP. (E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(N) MTL. AWNING;
AT RETAIL ENTRY;

SEE DETAIL
(N) OPERABLE
WINDOW; SEE
SCHED.
(N) OPERABLE
WINDOW; SEE
SCHED.
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(N) GLAZED

STOREFRONT
ENTRY; SEE SCHED.
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(E) ROLL-UP DOORS

TO REMAIN
(N) OPERABLE
WINDOW; SEE
SCHED.

LINE OF INFILLED ROLL-UP

DOOR SHOWN DASHED
(E) (E)
(E) (E) (E) (E)
(E) (E) (E) (N) (N) (E)
(N) (N)
(N)
1 2 3 4 5 6
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(E) CORRUGATED

SIDING TO
REMAIN; TYP.
(N) OPERABLE
WINDOW; SEE
SCHED.
(N) FIXED WDW.
(E) MTL. EGRESS
STAIR TO REMAIN;
TYP.
(E) GUTTERS & RAIN
LEADERS TO REMAIN; TYP.
(E) CORRUGATED MTL.

SIDING TO REMAIN; TYP.
(E) (N) (N) (N)
(N)

E D C B A
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(N)
(E)
(E) (E) (E) (E)
(N)
(N) (N) (N) (E) (E)
(N)
(N)
(N) OPERABLE WINDOW
(E) MTL. EGRESS STAIR

TO REMAIN
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(E) GABLE VENT

TO REMAIN
(N) STOREFRONT
GLAZING; SEE
WDW. SCHED.
(N) OPERABLE
WDW. SEE SCHED.

LINE OF INFILLED
WINDOW

SHOWN DASHED
(N) STOREFRONT
GLAZING ENTRY;
SEE DOOR SCHED.

LINE OF INFILLED

DOOR SHOWN
DASHED
(N) STOREFRONT
GLAZING ENTRY;
SEE DOOR SCHED.

LINE OF INFILLED ROLLUP DOOR SHOWN
DASHED
(N) ENTRY AWNING; SEE DTL.

SCALE: 1" = 10'
1 PROPOSED WEST ELEVATION
SCALE: 1" = 10'
2 PROPOSED NORTH ELEVATION
SCALE: 1" = 10'
3 PROPOSED SOUTH ELEVATION
SCALE: 1" = 10'
4 PROPOSED EAST ELEVATION

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF
WORK

AREA OF

WORK AREA OF
WORK

AREA OF
WORK

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED SECTIONS
A3.3
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD
**PRELIMINARY**
*NOT FOR CONSTRUCTION*
7'-0" 8'-0"
10'-0"
9'-0"

MEZZANINE

KITCHENETTE

BREAK ROOM

OFFICE OFFICE OFFICE ADMIN ENTRY FORYER METERING

TECH AREA
STAIR

TO SECOND
LEVEL

OFFICE OPEN CONFERENCE AREA

OPEN TO READY ROOM

PALLET RACK

WORK BENCH AREA
2X WD.

FRAMING
16'-0"
9'-0" 1'-0" 6'-0"
(E) WD. 2X

STRUCTURAL TRUSS

W/ FOIL-FACED

INSULATION
GLAZED
PARTITIONS;
TYP.

OFFICE OFFICE

CORRIDOR
SCALE: 1/4" = 1'-0" 1 PROPOSED LONG SECTION
SCALE: 1/4" = 1'-0" 2 PROPOSED CROSS SECTION

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.1
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD **PRELIMINARY** *NOT FOR CONSTRUCTION*
BC
SCALE: 1/4" = 1'-0"
1 OFFICE CORRIDOR WEST
SCALE: 1/4" = 1'-0"
2 OFFICE CORRIDOR EAST

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

GROUND LEVEL

CEILING PLAN
A6.1
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD
**PRELIMINARY**
*NOT FOR CONSTRUCTION*
ICE
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
UP
STAIR
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16

UPSTAIR
16'-0"
16'-0"
16'-0"

OPEN TO
ABOVE @
STAIR

EXPOSED TRUSSES /
OPEN TO ABOVE.

HVAC ROUTING TBD

EXPOSED

TRUSSES /

OPEN TO
ABOVE.

HVAC &

LIGHTING
TBD

EXPOSED TRUSSES /
OPEN TO ABOVE.

HVAC ROUTING TBD

EXPOSED TRUSSES /
OPEN TO ABOVE.

HVAC ROUTING TBD

HVAC & LIGHTING SCOPE
ONLY THIS AREA. NOT IN

SCOPE FOR ELECTRICAL OR

ARCHITECTURAL
SHOW
ROOM
OFFICE
OFFICE
SHARED
OFFICE
SHARED
OFFICE
(N) SWITCH

GEAR AREA
ADMIN
ENTRY
FOYER
STORAGE PLOTTER & DOC STRG.

BREAK
ROOM

FOREMAN

OFFICES
READY
ROOM
(E) OFFICE (E) TOILET
(E) WAREHOUSE BAY(E) WAREHOUSE BAY
B
C
A
D
E
1 2 3 4 5 6
A1
A1 A1
A1 A1
A1 A1
A1
A1 A1
A1
A1 A1
A1 A1
H
D2 D2 D2 D2
A1
S1
A1
S1
A1
S1
A1
A1
A1
A1
B1 B1 A1 S1
A1
S1
A1 A1 A1 A1 A1
A1 C1
A1
A1 A1
A1 A1
A1 A1
A1 A1
A1 A1
A1
A1 A1
A1 A1
A1
A1
A1
A1
A1
A1
A1
A1
D1
A1 A1
A1 A1
B1
B1
B1 B1
B1
B1
B1
A2 A2 A2
B1 B1 B1
B1
A1
A1
A1
A1
A1
A1
B1
A1
A1
A1
A1
S1
A1
D3
A1 A1 A1
A1 A1
A1 A1
A1 A1
A1
A1
B1
B1
C1 C1 C1
A1
X1
X1
X1
X1 X1 X1 X1
X1 X1 X1
X1
X1
X1
X1
X1
B1
B1
X2
X2
X2
X2
X2
X2
X2
B1
B1
11'-0"
8'-0"
8'-0"
9'-0"
8'-0"
8'-0"
9'-0"
9'-0"
9'-0"
9'-0" 9'-0"
9'-0"
9'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0" 8'-0" 8'-0"
16'-0"
9'-0"
8'-0"
9'-0"
9'-0"
15'-3/8"
16'-0"
SEE MEZZ. LVL. RCP

EXPOSED JOISTS
@ UNDERSIDE OF
STRG. PLATFORM;
TYP.

EXPOSED JOISTS
@ UNDERSIDE OF
STRG. PLATFORM;
TYP.

EXPOSED JOISTS
@ UNDERSIDE OF
STRG. PLATFORM;
TYP.

SEE MEZZ. LVL. RCP
SHARED
OFFICE

CONFERENCE
SUPPLY
CLST.

OFFICE

PRINT &
STRG
UNISEX

CUSTODIAL
CLOSET

METERING TECH
OFFICE
METER

TESTING
ROOM

CUSTODIAL
CLOSET

WOMENS UNISEX MENS
(E) TOILET

RESTROOM

VESTIBULE
BULL
ROOM
OPEN
AREA
(E) TOILET
CO
SD
SC

CARBON MONOXIDE DETECTOR

COMBINED SMOKE DETECTOR & MONOXIDE

DETECTOR

SPRINKLER HEAD

SMOKE DETECTOR

SYMBOL LEGEND

RECESSED CAN FIXTURE

SURFACE MOUNTED FIXTURE

PENDANT FIXTURE

RECESSED DIRECTIONAL

RECESSED DIRECTIONAL

LED TRACK LIGHTING
SURFACE MOUNT 4'-0" LED TUBE

WALL MOUNTED SCONCE

LED STRIP LIGHTING
X
X
X
X
A
X
X
X
X
T
RT

OUTDOOR HEATER

CEILING SUPPLY REGISTER

CEILING RETURN REGISTER

FLOOR SUPPLY REGISTER

FLOOR RETURN REGISTER

WALL SUPPLY REGISTER

WALL RETURN REGISTER

THERMOSTAT

REMOTE THERMOMETER SENSOR

BATH FAN

CEILING FAN

BATH FAN / LIGHT COMBO

MATERIAL LEGEND
PTD. GYP BD.: SEE FINISHES SCHEDULE FOR

PAINT COLORS

PLYWOOD SHEATHING O/ EXPOSED JOISTS

GENERAL NOTES

LIGHTING SCHEDULE
ID
A1
A2
B1
B1
B2
C1
D1
D2
D3
D4
D5
S1
T1
QTY.
101
3 4
20 16
4 1
1 4
1 1
6 6

DESCRIPTION
4" RECESSED CAN
4" W.P. RECESSED CAN

LINEAR SURFACE MOUNT LED

LINEAR SURFACE MOUNT LED

LINEAR SURFACE MOUNT LED

SURFACE MOUNTED CYLINDER

PENDANT / SUSPENDED

PENDANT / SUSPENDED

PENDANT / SUSPENDED

PENDANT / SUSPENDED

PENDANT / SUSPENDED

VANITY WALL SCONCE

TRACK W/ ADJUSTABLE HEADS

MANUFACTURER
ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

MODEL
ESCALA
14008
ESCALA
14008
11163
11163
11163
11235-DIR
-
-
-
-
-
11122-2
ALVA
BELLA 13114
FINISH
WHITE
BLACK
WHITE
WHITE
WHITE
BLACK
-
-
-
-
-
BLACK

BLACK / BK

WATTAGE
10 W
10 W
38 W
18 W
38 W
15 W
-
-
-
-
-
27 W
9 W / EA. HEAD
LUMENS
800 LM
800 LM
5200 LM
2340 LM
5200 LM
1000 LM
-
-
-
-
-
2400 LM
600 LM
CRI
90+ MIN.
90+ MIN.
80+ MIN.
80+ MIN.
80+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.

COLOR TEMP
2700K
2700K
3500K
3500K
3500K
2700K
3000K
3000K
3000K
3000K
3000K
3000K
3000K
NOTES

DIMMABLE

EXTERIOR WET LOCATION RATED
-
-
-

OVER BREAK ROOM ISLAND
-
-
-
-
-
-
USE WITH 1300 SERIES PRODUCT FAMILY; 6 HEADS EACH TRACK FIRE

LIGHTING
HVAC
SCALE: 1" = 10'
2 GROUND FLOOR RCP

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

MEZZ. LEVEL & SECOND

FLOOR CEILING PLAN
A6.2
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_UkiahElectric_V25.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
8/31/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:8/31/22, 9:01 AM
95% DD **PRELIMINARY** *NOT FOR CONSTRUCTION*
31 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 STAIR
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
UP
STAIR
10 11
12 13
14 15
16 STAIR
16'-0" AFF
±4'-0" A.F.F.
16'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
7'-0" A.F.F.
16'-0" AFF

HVAC SCOPE ONLY THIS
AREA. NOT IN SCOPE FOR
(N) LIGHTING, ELECTRICAL

OR ARCHITECTURAL
BCADE
123456
B2
B2
B2
B2
B2
B2
B2 B2
B2
B2
B2
B2
B2
B2 B2 B2
B1 B1
B1 B1
15'-3/8" A.F.F.
6'-0"
16'-0"
16'-0"
7'-0" AFF
7'-0" A.F.F.
7'-0" A.F.F.
(E) PTD. GYP. TO
REMAIN; REF.

FINISHES

SCHEDULE FOR

PAINT COLOR
MEZZ. 1

MEZZANINE
32 31
30 29
28 27
2625
24 2322
21 20
19 18
17 16
1514
13 12
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
STAIR A1 A1
A1 A1
A1 A1
A1 A1
A1 A1
A1 A1 A1 A1 A1
D4
A1 A1
A1 A1
A1
(E) GYP. CLG. TO
REMAIN

THROUGHOUT
OFFICE
OFFICE
OFFICE
OFFICE

OPEN CONFERENCE
STRG.

DE
12 CO
SD
SC

CARBON MONOXIDE DETECTOR

COMBINED SMOKE DETECTOR & MONOXIDE

DETECTOR

SPRINKLER HEAD

SMOKE DETECTOR

SYMBOL LEGEND

RECESSED CAN FIXTURE

SURFACE MOUNTED FIXTURE

PENDANT FIXTURE

RECESSED DIRECTIONAL

RECESSED DIRECTIONAL

LED TRACK LIGHTING
SURFACE MOUNT 4'-0" LED TUBE

WALL MOUNTED SCONCE

LED STRIP LIGHTING

XXXXAXXXX
T
RT

OUTDOOR HEATER

CEILING SUPPLY REGISTER

CEILING RETURN REGISTER

FLOOR SUPPLY REGISTER

FLOOR RETURN REGISTER

WALL SUPPLY REGISTER

WALL RETURN REGISTER

THERMOSTAT

REMOTE THERMOMETER SENSOR

BATH FAN

CEILING FAN

BATH FAN / LIGHT COMBO
FIRE

LIGHTING
HVAC
SCALE: 1" = 10'
1 MEZZANINE LEVEL RCP
SCALE: 1" = 10'
2 SECOND FLOOR RCP

REQUEST FOR PROPOSAL

PROFESSIONAL DESIGN SERVICES

TENANT IMPROVEMENTS

AT THE HASTINGS ELECTRIC SERVICE CENTER
Request Date: July 12, 2022
Non-Mandatory Pre-Proposal Meeting: July 21, 2022, 1:00 P.M. 1350 Hastings Road, Ukiah CA 95482
Deadline for Responses: August 2, 2022, 5:00 P.M. (PST) ATTACHMENT 2

City of Ukiah Page 2
Request for Proposals – Tenant Improvements at the Hastings Electric Service Center

CITY OF UKIAH
Request for Proposal (RFP) –Professional Design Services Tenant Improvements at the Hastings Electric Service Center

1.0 INTRODUCTION & BACKGROUND
The City of Ukiah (City) is looking for proposals from qualified firms for professional design services for the City of Ukiah Electric Utility Department Tenant Improvements at the Hastings Electric Service Center, located at 1350 Hastings Road, Ukiah, California 95482. Services include structural, mechanical, electrical and plumbing engineering as well as CA Title-24 energy compliance. The project involves converting portions of the current warehouse building into administrative offices, retail area, and refurbishing open warehouse bays for electrical linemen and storage for electrical equipment & power poles. The existing warehouse building is 15,800 square feet on a 2.8-acre lot and Type V-A Construction. Open wood trusses, corrugated metal siding and an updated standing seam zinc roof. A roof-mounted solar system will be implemented in the future. The building was originally constructed in year 2000. Current occupancy is B/S-1. Existing building is sprinklered.

2.0 CONTACT PERSON
Please contact Mary Horger, Financial Services Manager, if you have questions or require additional information.

Questions must be submitted in writing via email. Contact information can be found below.

Mary Horger
City of Ukiah
(707) 463-6233
[email protected]
Communication between a proposing company and a member of the City staff, other than the designated contact person, or between a proposing company and a non-designated City representative regarding the selection of a proposing company or award of this contract is explicitly prohibited from the time the RFP is advertised until the selection of a proposing company or award of the contract. Questions pertaining to this RFP shall be addressed to the party specified above. Failure of a proposing company, or any of its representatives, to comply with this paragraph will result in their proposal being rejected.

3.0 SCHEDULE OF EVENTS
The schedule for this procurement is as follows:

Distribute Request for Proposals: July 12, 2022
Non-Mandatory Pre-Proposal Meeting: July 21, 2022, 1:00 P.M.

Deadline for Responses: August 2, 2022, 5:00 P.M. (Pacific Time) City Evaluation of Proposals: By August 9, 2022
Interviews (if necessary) By August 11, 2022
City Council approval requested
for recommended firm: August 17, 2022
The City must receive proposals no later than the time and date specified above. Those proposals received after this date and time will not be considered. Proposals will only be accepted electronically. Send your proposals to the contact person listed in Section 2.0 above.

Acceptable forms of electronic delivery are emailing the proposal directly, or providing a link to the documents for download, as long as the email is received by the established deadline. It is highly recommended to request a delivery receipt with the email to confirm that it has been received.

4.0 NON-MANDATORY PRE-PROPOSAL MEETING
A non-mandatory pre-proposal meeting will be held at 1:00 p.m., July 21, 2022 at the Hastings Electric Service Center located at 1350 Hastings Road, Ukiah California 95482, to fully acquaint interested proposers with the local conditions so that he or she may fully understand the facilities, difficulties and restrictions attending the execution of the work under the contract. This will be the only opportunity to meet with the project team on the project site. Proposers shall thoroughly examine and be familiar with the Request for Proposal documents. Oral statements or instructions made during this visit will not constitute an amendment to this solicitation. The City will

City of Ukiah Page 3
Request for Proposals – Tenant Improvements at the Hastings Electric Service Center determine the appropriate action necessary, if any, and may issue a written amendment to the Request for Proposal.

5.0 SCOPE OF WORK
The scope of services shall include tasks described below, as well as other elements or modifications, which may be suggested by consultants presenting proposals to better meet the needs of the City. All services shall be provided in accordance with the following attachments: Attachment A – City of Ukiah Insurance Requirements and Attachment B – City of Ukiah Professional Services Agreement.

A. General Scope of Work

1. Interior improvements to include new retail space, administrative office area, bathrooms, conference room, break room, metering tech and lineman areas as well as overhead light storage platforms and new mezzanine.

2. New lighting/outlets and switching throughout and an all new electric HVAC/mechanical system.

3. Exterior improvements to include new retail entry door and canopy at the North side, infill of all east side, existing overhead roll-up doors with new storefront glazing and entry doors, new punched openings for west side operable windows and exterior doors, replacement of all exterior lighting and the infill of existing mechanical grills no longer in use.

4. Selected consultant(s) will coordinate with Ren Alexander Design (Architect).

B. Specific Scopes of Work

1. Structural Engineering: New punched openings in exterior, infill of existing overhead garage doors with new storefront systems, new front entry door and canopy, new interior punched corridor openings in existing Bay/shear walls. New light storage mezzanines and platforms with stair/ladder access.
a. Deliverables:
i. Structural design, plans & details for building alterations proposed in architectural plans.
ii. Design coordination with Architect & Architect’s consultants as required for accuracy and completeness.
iii. Coordinated Building Permit/Construction Drawings by licensed design professional (including any revisions required by local building department). iv. Structural Calculations by licensed design professional (including any revisions required by local building department).
v. Construction Administration Services and any required on-site inspections.

2. Mechanical Engineering: Seeking design for all new electric HVAC system for the whole building.

No current HVAC is in place. New ducts, controls, equipment and thermostats. There is a desire for the office blocks to be controlled on different zones than warehouse areas (metering tech and lineman area). Possible mini-split units for administrative offices. Exposed ductwork & grilles in areas where trusses are exposed.
a. Deliverables:
i. New coordinated HVAC/Mechanical system for building alterations proposed in architectural plans.
ii. Design coordination with Architect and Architect’s consultants as required for accuracy and completeness.
iii. Coordinated Building Permit/Construction Drawings by licensed design professional (including any revisions required by local building department).

Coordinated Building Permit/Construction Drawings by licensed design professional (including any revisions required by local building department). iv. Coordinated Building Permit/Construction Drawings by licensed design professional (including any revisions required by local building department).

3. Electrical Engineering: All new interior lighting, switching and outlets. Relocating existing electrical breaker boxes. Exterior light fixtures to be replaced. New electric HVAC system to be installed.
a. Deliverables:

City of Ukiah Page 4
Request for Proposals – Tenant Improvements at the Hastings Electric Service Center i. New coordinated electrics for building alterations proposed in architectural plans. ii. Design coordination with Architect and Architect’s consultants as required for accuracy and completeness.
iii. Coordinated Building Permit/Construction Drawings by licensed design professional (including any revisions required by local building department).

Coordinated Building Permit/Construction Drawings by licensed design professional (including any revisions required by local building department). iv. Coordinated Building Permit/Construction Drawings by licensed design professional (including any revisions required by local building department).

4. Plumbing Engineering: New restrooms (4), mop sinks (2) and kitchenette sinks (3). a. Deliverables:
i. Coordinated Building Permit/Construction Drawings by licensed design professional (including any revisions required by local building department). ii. Construction Administration Services and any required on-site inspections.

5. Title 24 Energy Compliance: Assumed existing building construction: Exposed foil faced insulation at open ceiling trusses, sprinklered. Wall assembly 2 x 6 construction with corrugated metal cladding, new all electric HVAC system, Prescriptive or Performance approach may be used, whichever is most appropriate to achieve CA energy compliance. (Future install at parking canopies and roof: not in current scope.)
a. Deliverables:
i. Complete Title-24 Energy Compliance Report. Prescriptive or Performance approach may be used, whichever is most appropriate for the specific project to achieve CA energy compliance.
ii. CalGreen Certification (Non-Residential).

C. Project Schedule
It is desired that the project drawings are completed by October 15, 2022. However, the City will be willing to consider alternate proposed schedules and determine at the time of proposal review and selection if the proposed schedule will still work within overall project timelines, and may be subject to further negotiation at time of contract award.

6.0 INSTRUCTIONS TO PROPOSERS
A. Design professionals and engineers may provide proposals on the full scope of work or part(s) if various engineering services are offered within your firm.

B. Proposals for scopes of work should be broken out into the specific professional services as listed in Section

4.0. C. Reference 100% SD Drawing Set by Ren/Alexander Design as primary basis for design services.

D. Supplementary reference materials provided include:
a.Original building drawings from year 2000.
b.Tenant Improvement drawings from 2019.
c.Structural calculations from 2019 Tenant Improvement
d.Geotech/Soils report.

7.0 REQUIRED PROPOSAL CONTENT
Firms interested in providing the services described in the section above must submit a proposal responding to all the questions below and providing all information requested in a format that mirrors the RFP by section and order listed. Proposals shall include at a minimum:

A. Cover Letter
The cover letter should contain the name, address, and brief history of the firm. The cover letter must be signed by an official authorized to bind the successful firm contractually and shall contain a statement to the effect that the proposal is a firm offer for a minimum period of sixty (60) days after the submittal date. The letter shall also provide the name, title, address, and telephone number of individuals with the authority to negotiate a contract and bind the consultant to the terms of the contract.

B. Project Understanding and Proposed Approach
Describe your firm’s understanding of the project and how your firm intends to structure the project approach.

City of Ukiah Page 5
Request for Proposals – Tenant Improvements at the Hastings Electric Service Center C. Project Team
Identify the key personnel to be assigned to this project, including the qualifications and experience as related to the project. Resumes for each of the key personnel are to be provided. Identify any subconsultants/subcontractors that will be used, including their qualifications and experience, as well as the work they will accomplish. Staff proposed to be in charge of the project must demonstrate significant experience supervising similar work. Describe the proposed organizational structure between consultant and subconsultants/subcontractors, including current and previous work assignments.

D. Experience and References
Provide descriptions of related project experience for at least three similar projects on which the firm has performed work over the past ten years. For the sub-consultants/subcontractors that will be used for more than 10% of the project budget, provide the same detail. Each project description shall be limited to a maximum of 4 pages, including project images and must provide client references and client contact information.

E. Fee Proposal
Provide a separate fee proposal based on an hourly rate schedule with a “not to exceed” maximum cost for the work identified in the Scope of Services. Provide a tabulation of the project staff and number of work hours for each task. Indicate if travel time, mileage, and per diem will be charged. Include any sub-consultant cost. Additionally, please identify miscellaneous costs associated with this proposal. Submit a copy of your firm’s current itemized hourly rate fee schedule.

F.Proposed Project Schedule
Provide a proposed schedule of completion for each task and list of task deliverables.

G. Exceptions
Identify any exceptions you are proposing with respect to the Scope of Services. Additionally, if there are any exceptions to the City’s insurance requirements and/or the City’s draft professional services agreement as shown in the attachments, the Consultant should list the exceptions in the proposal.

8.0 PROPOSAL EVALUATION
The following evaluation criteria will be used in evaluating and selecting candidates:

A. Demonstration of understanding of the project.

B. Clarity of submittal and responsiveness to the RFP.

C. Qualifications, competence, technical ability and relevant experience of specific personnel identified by the consultant.

D. Quality of consultant’s related work experience: experience with similar projects, experience with preparation of construction plans and specifications for a government agency, cost estimates, and permitting.

E. Availability to perform the work.

The City reserves the right to reject any and all proposals. The City reserves the right to award a contract or multiple contracts to the firm or firms that presents the proposal, which in the sole judgment of the City, best serves the City’s interest. The City reserves the right to reject any or all proposals, to waive minor irregularities in said proposals, and/or negotiate minor deviations with the successful firm or firms.

9.0 ADDENDA
If it becomes necessary to revise any part of this Request for Proposal after it has been released, the City will issue an addendum containing the revision. All addenda will be posted on the City’s website at www.cityofukiah.com/purchasing with the rest of the documents. Anyone who intends to submit a proposal in response to this solicitation must check the website frequently for any posted addenda. Anyone submitting a proposal will be deemed to have seen and agreed to be bound by the posted addenda.

10.0 INSURANCE REQUIREMENTS
Provided as Attachment “A” are the City’s complete insurance requirements. Awarded firm, prior to performing any work, shall procure and maintain for the duration of the contract insurance per the attached requirements.

11.0 CITY BUSINESS LICENSE
Awarded firm will be required to maintain a City business license for the duration of the contract. Information regarding the City business license can be found on the City website, at www.cityofukiah.com/businesses.

City of Ukiah Page 6
Request for Proposals – Tenant Improvements at the Hastings Electric Service Center

12.0 PUBLIC RECORDS
All materials submitted in response to this RFP are property of the City and will not be returned. The materials will be a public record subject to the disclosure provisions of the California Public Records Act and any other related public law or provision of such laws.

13.0 FINANCIAL RESPONSIBLITY
The City accepts no financial responsibility for any costs incurred by a firm in responding to this RFP.

Submissions will become the property of the City and may be used by the City in any way deemed appropriate.

INSURANCE REQUIREMENTS FOR CONSULTANTS
Consultant(s) shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Consultant(s), his agents, representatives, or employees.

I. Minimum Scope of Insurance
Coverage shall be at least as broad as:

A. Insurance Services Office Commercial General Liability coverage (Form No. CG 20 10 10 01 and Commercial General Liability – Completed Operations Form No. CG 20 37 10 01).

B. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto).

C. Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance.

D. Errors and Omissions liability insurance appropriate to the consultant’s profession. Architects’ and engineers’ coverage is to be endorsed to include contractual liability.

II. Minimum Limits of Insurance
Consultant shall maintain limits no less than:

A. General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations, as applicable. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. Insurance must be written on an occurrence basis.

B. Automobile Liability: $1,000,000 per accident for bodily injury and property damage. Insurance must be written on an occurrence basis.

C. Workman’s Compensation Employer’s Liability: $1,000,000 per accident for bodily injury or disease.

D. Errors and Omissions liability: $1,000,000 per occurrence. If written on a claims-made basis, insurance coverage must cover claims filed within 3 years after contract work completed.

III. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. The City may require the insurer to reduce or eliminate such deductibles or self-insured retentions with respect to the City, its officers, officials, employees and volunteers; or the Consultant to provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses; or to approve the deductible without a guarantee.

IV. REQUIRED Insurance Provisions
Proof of general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:

A. The City, its officers, officials, employees, and volunteers are to be covered as ADDITIONAL INSURED with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts or equipment, furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant’s insurance, or as a separate owner’s policy.

ATTACHMENT A

B. The workers’ compensation policy is to be endorsed with a waiver of subrogation. The insurance company, in its endorsement, agrees to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses paid under the terms of this policy which arises from the work performed by the named insured for the City. NOTE: You cannot be added as an additional insured on a workers’ compensation policy.

C. For any claims related to this project, the Consultant’s insurance coverage shall be primary insurance with respect to the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be in excess of the Consultant’s insurance and shall not contribute with it.

D. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to the City.

V. RATING - Acceptability of Insurers
Insurance is to be placed with admitted California insurers with a current A.M. Best’s rating of no less than A- for financial strength, AA for long-term credit rating and AMB-1 for short-term credit rating.

VI. Verification of Coverage
Consultant shall furnish the City with original certificates and amendatory endorsements effecting coverage required by this clause. The endorsements should be on forms provided by the City. If endorsements are on forms other than the City’s forms, those endorsements must provide coverage that is equivalent to or better than the forms requested by the City. All certificates and endorsements are to be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements affecting the coverage required by these specifications at any time.

If you have questions regarding our insurance requirements contact:

Risk Manager
(707) 463-6287 or FAX (707) 463-6204
Revised: 11/20/08

COU No. ______________

AGREEMENT FOR

PROFESSIONAL CONSULTING SERVICES
[Design Professional]
This Agreement, made and entered into this day of , 2008 (“Effective Date”), by and between CITY OF UKIAH, CALIFORNIA, hereinafter referred to as "City" and _________________, a _____________ [sole proprietorship, corporation, partnership, limited partnership, limited liability company, etc] organized and in good standing under the laws of the state of ______________, hereinafter referred to as "Consultant".

RECITALS
This Agreement is predicated on the following facts:
a. City requires consulting services related to ________________________________. b. Consultant represents that it has the qualifications, skills, experience and properly licensed to provide these services, and is willing to provide them according to the terms of this Agreement.
c. City and Consultant agree upon the Scope-of-Work and Work Schedule attached hereto as Attachment "A", describing contract provisions for the project and setting forth the completion dates for the various services to be provided pursuant to this Agreement.

TERMS OF AGREEMENT

1.0 DESCRIPTION OF PROJECT

1.1 The Project is described in detail in the attached Scope-of-Work (Attachment "A").

2.0 SCOPE OF SERVICES

2.1 As set forth in Attachment "A".

2.2. Additional Services. Additional services, if any, shall only proceed upon written agreement between City and Consultant. The written Agreement shall be in the form of an Amendment to this Agreement.

3.0 CONDUCT OF WORK

3.1 Time of Completion. Consultant shall commence performance of services as required by the Scope-of-Work upon receipt of a Notice to Proceed from City and shall complete such services within ________________ from receipt of the Notice to Proceed. Consultant shall complete the work to the City's reasonable satisfaction, even if contract disputes arise or Consultant contends it is entitled to further compensation.

4.0 COMPENSATION FOR SERVICES

4.1 Basis for Compensation. For the performance of the professional services of this Agreement, Consultant shall be compensated on a time and expense basis not to exceed a guaranteed maximum dollar amount of $-------. Labor charges shall be based upon hourly billing rates for the various classifications of personnel employed by Consultant to perform the Scope of Work as set forth in the attached Attachment B, which shall include all indirect costs and expenses

ATTACHMENT B

Design – ProfSvcsAgreement-November 20, 2008
PAGE 2 OF 7
of every kind or nature, except direct expenses. The direct expenses and the fees to be charged for same shall be as set forth in Attachment B. Consultant shall complete the Scope of Work for the not-to-exceed guaranteed maximum, even if actual time and expenses exceed that amount.

4.2 Changes. Should changes in compensation be required because of changes to the Scope-ofWork of this Agreement, the parties shall agree in writing to any changes in compensation. "Changes to the Scope-of-Work" means different activities than those described in Attachment "A" and not additional time to complete those activities than the parties anticipated on the date they entered this Agreement.

4.3 Sub-contractor Payment. The use of sub-consultants or other services to perform a portion of the work of this Agreement shall be approved by City prior to commencement of work. The cost of sub-consultants shall be included within guaranteed not-to-exceed amount set forth in Section 4.1.

4.4 Terms of Payment. Payment to Consultant for services rendered in accordance with this contract shall be based upon submission of monthly invoices for the work satisfactorily performed prior to the date of invoice less any amount already paid to Consultant, which amounts shall be due and payable thirty (30) days after receipt by City. The invoices shall provide a description of each item of work performed, the time expended to perform each task, the fees charged for that task, and the direct expenses incurred and billed for. Invoices shall be accompanied by documentation sufficient to enable City to determine progress made and the expenses claimed.

5.0 ASSURANCES OF CONSULTANT

5.1 Independent Contractor. Consultant is an independent contractor and is solely responsible for its acts or omissions. Consultant (including its agents, servants, and employees) is not City's agent, employee, or representative for any purpose.

It is the express intention of the parties hereto that Consultant is an independent contractor and not an employee, joint venturer, or partner of City for any purpose whatsoever. City shall have no right to, and shall not control the manner or prescribe the method of accomplishing those services contracted to and performed by Consultant under this Agreement, and the general public and all governmental agencies regulating such activity shall be so informed.

Those provisions of this Agreement that reserve ultimate authority in City have been inserted solely to achieve compliance with federal and state laws, rules, regulations, and interpretations thereof. No such provisions and no other provisions of this Agreement shall be interpreted or construed as creating or establishing the relationship of employer and employee between Consultant and City.

Consultant shall pay all estimated and actual federal and state income and self-employment taxes that are due the state and federal government and shall furnish and pay worker's compensation insurance, unemployment insurance and any other benefits required by law for himself and his employees, if any. Consultant agrees to indemnify and hold City and its officers, agents and employees harmless from and against any claims or demands by federal, state or local government agencies for any such taxes or benefits due but not paid by Consultant, including the legal costs associated with defending against any audit, claim, demand or law suit.

Design – ProfSvcsAgreement-November 20, 2008
PAGE 3 OF 7
Consultant warrants and represents that it is a properly licensed professional or professional organization with a substantial investment in its business and that it maintains its own offices and staff which it will use in performing under this Agreement.

5.2 Conflict of Interest. Consultant understands that its professional responsibility is solely to City.

Consultant has no interest and will not acquire any direct or indirect interest that would conflict with its performance of the Agreement. Consultant shall not in the performance of this Agreement employ a person having such an interest. If the City Manager determines that the Consultant has a disclosure obligation under the City’s local conflict of interest code, the Consultant shall file the required disclosure form with the City Clerk within 10 days of being notified of the City Manager’s determination.

6.0 INDEMNIFICATION

6.1 Insurance Liability. Without limiting Consultant's obligations arising under Paragraph 6.2 Consultant shall not begin work under this Agreement until it procures and maintains for the full period of time allowed by law, surviving the termination of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with its performance under this Agreement.

A. Minimum Scope of Insurance
Coverage shall be at least as broad as:

1. Insurance Services Office ("ISO) Commercial General Liability Coverage Form No. CG 20 10 10 01 and Commercial General Liability Coverage – Completed Operations Form No. CG 20 37 10 01.

2. ISO Form No. CA 0001 (Ed. 1/87) covering Automobile Liability, Code 1 "any auto" or Code 8, 9 if no owned autos and endorsement CA 0025.

3. Worker's Compensation Insurance as required by the Labor Code of the State of California and Employers Liability Insurance.

4. Errors and Omissions liability insurance appropriate to the consultant’s profession. Architects’ and engineers’ coverage is to be endorsed to include contractual liability.

B. Minimum Limits of Insurance
Consultant shall maintain limits no less than:

1. General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations. If Commercial General Liability Insurance or other form with a general aggregate limit is used, the general aggregate limit shall apply separately to the work performed under this Agreement, or the aggregate limit shall be twice the prescribed per occurrence limit.

2. Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage.

Design – ProfSvcsAgreement-November 20, 2008
PAGE 4 OF 7

3. Worker's Compensation and Employers Liability: Worker's compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident.

4. Errors and Omissions liability: $1,000,000 per occurrence.

C. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects to the City, its officers, officials, employees and volunteers; or the Consultant shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

D. Other Insurance Provisions
The policies are to contain, or be endorsed to contain, the following provisions:

1. General Liability and Automobile Liability Coverages a. The City, it officers, officials, employees and volunteers are to be covered as additional insureds as respects; liability arising out of activities performed by or on behalf of the Consultant, products and completed operations of the Consultant, premises owned, occupied or used by the Consultant, or automobiles owned, hired or borrowed by the Consultant for the full period of time allowed by law, surviving the termination of this Agreement. The coverage shall contain no special limitations on the scope-of-protection afforded to the City, its officers, officials, employees or volunteers.
b. The Consultant's insurance coverage shall be primary insurance as respects to the City, its officers, officials, employees and volunteers.

Any insurance or self-insurance maintained by the City, its officers, officials, employees or volunteers shall be in excess of the Consultant's insurance and shall not contribute with it.
c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officers, officials, employees or volunteers.
d. The Consultant's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

2. Worker's Compensation and Employers Liability Coverage The insurer shall agree to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from Consultant's performance of the work, pursuant to this Agreement.

Design – ProfSvcsAgreement-November 20, 2008
PAGE 5 OF 7

3. Professional Liability Coverage
If written on a claims-made basis, the retroactivity date shall be the effective date of this Agreement. The policy period shall extend from ------ to ------------.

4. All Coverages
Each Insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City.

E. Acceptability of Insurers
Insurance is to be placed with admitted California insurers with an A.M. Best's rating of no less than A- for financial strength, AA for long-term credit rating and AMB-1 for short-term credit rating.

F. Verification of Coverage
Consultant shall furnish the City with Certificates of Insurance and with original Endorsements effecting coverage required by this Agreement. The Certificates and Endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The Certificates and Endorsements are to be on forms provided or approved by the City. All Certificates and Endorsements are to be received and approved by the City before Consultant begins the work of this Agreement. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. If Consultant fails to provide the coverages required herein, the City shall have the right, but not the obligation, to purchase any or all of them. In that event, after notice to Consultant that City has paid the premium, the cost of insurance may be deducted from the compensation otherwise due the contractor under the terms of this Contract.

G. Subcontractors
Consultant shall include all sub-contractors or sub-consultants as insured under its policies or shall furnish separate certificates and endorsements for each sub-contractor or sub-consultant. All coverage for sub-contractors or sub-consultants shall be subject to all insurance requirements set forth in this Paragraph 6.1.

6.2 Indemnification. Notwithstanding the foregoing insurance requirements, and in addition thereto, Consultant agrees, for the full period of time allowed by law, surviving the termination of this Agreement, to indemnify the City for any claim, cost or liability that arises out of, or pertains to, or relates to any negligent act or omission or the willful misconduct of Consultant and its agents in the performance of services under this contract, but this indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, arising from the sole negligence, willful misconduct or defects in design by the City, or arising from the active negligence of the City.
“Indemnify,” as used herein includes the expenses of defending against a claim and the payment of any settlement or judgment arising out of the claim. Defense costs include all costs associated with defending the claim, including, but not limited to, the fees of attorneys, investigators, consultants, experts and expert witnesses, and litigation expenses.

Design – ProfSvcsAgreement-November 20, 2008
PAGE 6 OF 7
References in this paragraph to City or Consultant, include their officers, employees, agents, and subcontractors.

7.0 CONTRACT PROVISIONS

7.1 Documents and Ownership of Work. All documents furnished to Consultant by City and all documents or reports and supportive data prepared by Consultant under this Agreement are owned and become the property of the City upon their creation and shall be given to City immediately upon demand and at the completion of Consultant's services at no additional cost to City. Deliverables are identified in the Scope-of-Work, Attachment "A". All documents produced by Consultant shall be furnished to City in digital format and hardcopy. Consultant shall produce the digital format, using software and media approved by City.

7.2 Governing Law. Consultant shall comply with the laws and regulations of the United States, the State of California, and all local governments having jurisdiction over this Agreement. The interpretation and enforcement of this Agreement shall be governed by California law and any action arising under or in connection with this Agreement must be filed in a Court of competent jurisdiction in Mendocino County.

7.3 Entire Agreement. This Agreement plus its Attachment(s) and executed Amendments set forth the entire understanding between the parties.

7.4 Severability. If any term of this Agreement is held invalid by a court of competent jurisdiction, the remainder of this Agreement shall remain in effect.

7.5 Modification. No modification of this Agreement is valid unless made with the agreement of both parties in writing.

7.6 Assignment. Consultant's services are considered unique and personal. Consultant shall not assign, transfer, or sub-contract its interest or obligation under all or any portion of this Agreement without City's prior written consent.

7.7 Waiver. No waiver of a breach of any covenant, term, or condition of this Agreement shall be a waiver of any other or subsequent breach of the same or any other covenant, term or condition or a waiver of the covenant, term or condition itself.

7.8 Termination. This Agreement may only be terminated by either party: 1) for breach of the Agreement; 2) because funds are no longer available to pay Consultant for services provided under this Agreement; or 3) City has abandoned and does not wish to complete the project for which Consultant was retained. A party shall notify the other party of any alleged breach of the Agreement and of the action required to cure the breach. If the breaching party fails to cure the breach within the time specified in the notice, the contract shall be terminated as of that time. If terminated for lack of funds or abandonment of the project, the contract shall terminate on the date notice of termination is given to Consultant. City shall pay the Consultant only for services performed and expenses incurred as of the effective termination date. In such event, as a condition to payment, Consultant shall provide to City all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs and reports prepared by the Consultant under this Agreement. Consultant shall be entitled to receive just and equitable compensation for any work satisfactorily completed hereunder, subject to off-set for any direct or consequential damages City may incur as a result of Consultant's breach of contract.

Design – ProfSvcsAgreement-November 20, 2008
PAGE 7 OF 7

7.9 Execution of Agreement. This Agreement may be executed in duplicate originals, each bearing the original signature of the parties. Alternatively, this Agreement may be executed and delivered by facsimile or other electronic transmission, and in more than one counterpart, each of which shall be deemed an original, and all of which together shall constitute one and the same instrument. When executed using either alternative, the executed agreement shall be deemed an original admissible as evidence in any administrative or judicial proceeding to prove the terms and content of this Agreement.

8.0 NOTICES
Any notice given under this Agreement shall be in writing and deemed given when personally delivered or deposited in the mail (certified or registered) addressed to the parties as follows:

CITY OF UKIAH --------------
DEPT. OF_____________ --------------
300 SEMINARY AVENUE --------------
UKIAH, CALIFORNIA 95482-5400

9.0 SIGNATURES
IN WITNESS WHEREOF, the parties have executed this Agreement the Effective Date:

CONSULTANT
BY: __________________________ ____________________
Date
PRINT NAME: _________________
__________________
IRS IDN Number

CITY OF UKIAH
BY: ____________________
Date

CITY MANAGER
ATTEST
____________________
CITY CLERK Date

PURCHASING DEPARTMENT
411 West Clay Street, Ukiah CA 95482
(707) 463-6233
[email protected]
RFP – Professional Design Services – Tenant Improvements at the Hastings Electric Service Center Addendum No. 1
July 19, 2022
The following is Addendum No. 1 to RFP –Tenant Improvements at the Hastings  Electric Service Center This Addendum is hereby made part of the Contract Documents to the same extent as though it were originally included therein.

I. Change to Date of Non‐Mandatory Pre‐proposal Meeting.  The date of the Non‐Mandatory Pre‐Proposal Meeting has changed to 11:00 a.m., Tuesday, July 26, 2022.

All other terms and conditions remain in full force and effect.

Mary V. Horger
Financial Services Manager

PURCHASING DEPARTMENT
411 West Clay Street, Ukiah CA 95482
(707) 463-6233
[email protected]
RFP – Professional Design Services – Tenant Improvements at the Hastings Electric Service Center Addendum No. 2
July 26, 2022
The following is Addendum No. 2 to RFP –Tenant Improvements at the Hastings  Electric Service Center This Addendum is hereby made part of the Contract Documents to the same extent as though it were originally included therein.

I. The following are questions asked, and their corresponding responses:

Q1:  Is there natural gas?
A1:  The building is 100% electric, no natural gas.

Q2:  Are panel schedules, load calcs and single lines a deliverable? A2:  Yes to all.

II. The following is a clarification:  Mechanical systems throughout entire building structural ends at bull room.

All other terms and conditions remain in full force and effect.

Mary V. Horger
Financial Services Manager

PURCHASING DEPARTMENT
411 West Clay Street, Ukiah CA 95482
(707) 463-6233
[email protected]
RFP – Professional Design Services – Tenant Improvements at the Hastings Electric Service Center Addendum No. 3
July 29, 2022
The following is Addendum No. 3 to RFP –Tenant Improvements at the Hastings  Electric Service Center This Addendum is hereby made part of the Contract Documents to the same extent as though it were originally included therein.

I. The following are questions asked, and their corresponding responses:

Q1:  Attachment A – General Liability (GL) insurance requires “operations, products and completed operations, as applicable”.  This requested GL coverage applies more to companies that manufacture/sell products and/or perform construction or installation at clients’ homes or business.   As engineers we provide a professional service and this type of coverage is more appropriate under our Professional Liability.  If awarded the project, we would request this coverage be removed from the GL requirements.

A1:  That is fine.  It is covered through the professional liability.

Q2:  Also for Insurance, the request to cover volunteers as additional insured is too broad.  Our GL should not be vulnerable to volunteers as the work we are providing would not encompass the use of volunteers.  They may be utilized at a different capacity by other organizations however, as engineers we cannot control who is onsite and should not be responsible for their actions.  Our GL is typically written to cover The City, its officers, officials, and employees only and we would ask for volunteers to be removed from this requirement.

A2:  This will be fine.

Q3:  During the Pre‐Proposal Meeting, Cindy indicated the fee proposal should be a Lump Sum Price. The Fee Proposal in the RFP states “…based on hourly rate schedule with a “not to exceed” maximum cost”. Could you please clarify.

A3:  Please follow the instructions of the RFP.

All other terms and conditions remain in full force and effect.

Mary V. Horger
Financial Services Manager

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
www.whitchurchengineering.com

August 2, 2022
A. Cover Letter
Mary Horger
Financial Services Manager
City of Ukiah
Phone: (707) 463-6233
Email: [email protected]
RE: Request for Proposal (RFP) - Professional Design Services Tenant Improvements at the Hastings Electric Service Center Ms Horger,
Thank you for the opportunity to respond to in the Request for Proposal for tenant improvements at the Hastings Electric Service Center. Please find included with this packet our design approach and schedule for your project, our supporting documentation of our qualifications, and separate fee schedule which is a firm offer valid for 60- days after submittal of this proposal.

WEI is focused on providing solution-oriented services for our clients. We have an excellent reputation and relationship with local and regional permitting jurisdictions. Our team members have extensive experience coordinating and working with our clientele during project design phases and supporting construction. Our skill set is ideally suited for your project.

Whitchurch Engineering, Inc (WEI) has been providing cost effective, quality civil and structural engineering services since 1996. Our founder, Leonard Whitchurch, MS, PE, has compiled an experienced team with a commitment to providing buildable solutions. Our talent pool has expanded over the years to include an Architect, Mechanical, Electrical & Plumbing (MEP) engineers, a Certified Building Official, and two of our engineers also hold a California Contractors license. WEI can now be found in two locations:

Home Office Branch Office
610 9th Street 716 Harris Street
Fortuna, CA 95540 Eureka, CA 95503
Phone: (707) 725-6926 Phone: (707) 444-1420
In addition to providing residential, commercial, and municipal engineering, WEI was a Prime Engineering Contractor for the Humboldt Bay Power Plant (HBPP) nuclear decommissioning project from 2009 to 2021. For this project, WEI provided civil and structural engineering, project management, quality assurance/quality control, subcontractor management, and staff augmentation in the highly regulated coastal zone here on Humboldt Bay. Our work was scrutinized by the Nuclear Regulatory Commission (NRC), the California Coastal Commission, the California Public Utilities Commission (CPUC), and Army Corps of Engineers.

ATTACHMENT 3

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
Our success can be attributed to core qualities built over the years. We listen to our clients’ project requirements, thrive in a collaborative environment, and approach each project with professionalism and excellence.

Please consider our high level of engineering competence, local area knowledge, and strong work ethic as key factors when reviewing our qualifications. Please reach out to us with any questions, comments or concerns regarding your project or this proposal.

Sincerely,
Jeffrey Laikam, PE
Engineering Manager, Contracts Negotiations
610 9th Street
Fortuna, CA 95540
Office: (707) 725-6926
Email: [email protected]

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
Table of Contents
A. Cover Letter............................................................................................................................................................. 1 B. Project Understanding and Proposed Approach..................................................................................................... 4 C. Project Team............................................................................................................................................................ 6 D. Experience and References..................................................................................................................................... 8 Multi-Family Residential Development, Ventura County, Moorpark, CA ............................................................... 8 Multi-Use New Construction, Humboldt County, Eureka, CA ................................................................................. 9 Humboldt Bay Power Plant – Building conversion, Humboldt County, Eureka, CA ..............................................10 Orr Creek Commons II - Mendocino County, Ukiah ..............................................................................................11 E. Fee Proposal...........................................................................................................................................................12 F. Proposed Project Schedule ....................................................................................................................................13 G. Exceptions .............................................................................................................................................................14 Appendix 1 - Resumes ...............................................................................................................................................15 Jeffrey Laikam, Professional Engineer, Engineering Manager...............................................................................16 Derek Long, Professional Engineer, Project Manager............................................................................................17 Aaron Bennett, Mechanical & Civil Engineer, Engineering Supervisor..................................................................18 Brett Whitchurch, Professional Engineer, Structural Supervisor...........................................................................19 Brian Finck, Professional Electrical Engineer.........................................................................................................20 Chad Pasquini, Certified Building Official...............................................................................................................21

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
B. Project Understanding and Proposed Approach
Whitchurch Engineering (WEI) reviewed the Request for Proposal, Scope of Work and 30% design drawings (100% Schematic Drawing Set by Ren/Alexander Design) to develop our approach to this project. Our goal, as the prime consultant, is to provide building design in accordance with the 30% design drawings that will satisfy the City of Ukiah’s requirements and requests for the building. As a multidisciplinary engineering firm, WEI will provide engineering for all aspects (structural, mechanical, electrical, plumbing and Title 24) of the tenant improvements.

WEI employs a wide range of licensed Civil Engineers, two of which possess a Master of Science degree in structural engineering, licensed Mechanical Engineers and a licensed Electrical Engineer. Our intention is to self-perform all of the engineering tasks with the exception of the Title 24 calculations which will be subcontracted.

The staff structure utilized to manage this project will be the following:

1. Principal/Senior Management – Senior management will perform the final quality control review prior to sending deliverables out to the client.

2. Project manager (licensed civil engineer who formerly held a Type A California Contractor’s License) duties will:
a. Coordinate between the client and architect, and the WEI design team b. Provide tasks for discipline supervisors to assign
c. Provide initial scheduling information and biweekly schedule reports to the client d. Track discipline costs

3. Discipline supervisors (Civil with emphasis in structural and MEP supervisor) a. Coordinate with project manager, the client and the design engineers b. Assign discrete engineering tasks to lead design engineers c. Provide checking and verifying for each design deliverable d. Assist with discipline specific cost benefit analysis for alternatives in design

4. Design Engineers
a. Perform task assignments as provided by the discipline supervisor b. Perform calculations as required by design task
c. Alter/Create drawings to support calculation and design requirements d. Provide schedule updates biweekly to support project manager

5. Drafter
a. Draft discipline specific plan sheets as requested by each design engineer (mechanical, electrical, plumbing, structural)
b. Revise drawings per design engineer requests
c. Create electronic and paper format drawing sets for submittal

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
WEI works frequently with architects developing engineered construction drawings from 30% design drawings. If selected for this project, our priority would be to assist the architect and client to select the optimal design for the building’s final end use. We will perform this assistance by answering the following questions and analyzing the design criteria for the client and architect to select the correct building configuration. This list of questions is preliminary but represents our initial design approach:

1. Determine the weight (live load) that could be stored above the offices without altering the existing concrete slab.

2. Determine the quantity of slab to be replaced to achieve a targeted storage load (125/250 psf).

3. Determine the quantity and placement of HVAC units for the proposed building configuration.

4. Determine the quantity of climate zones that can be provided with standard HVAC equipment.

5. Evaluate costs associated with selection/design of a sophisticated climate zone configuration.

6. Identify potential subpanel locations.

The project flow will follow this outline:

1. Preliminary information gathering

2. Configuration decision making based on preliminary information gathering

3. Preparation of 60% construction documents which includes structural calculations and drawings as well as mechanical, electrical and plumbing calculations and drawings.

4. Architect and Client confirmation review (approx. 1 week duration)

5. Preparation of 95% final design construction documents

6. Submittal of 95% final design construction documents to Building Department

7. Plan check response

8. Resubmittal of 100% final design construction documents

9. Issuance of Building Permit/ Bidding

10. Construction begins
After the preliminary design information is gathered and configuration decisions are confirmed, creation of the final design construction documents will be initiated. The project manager will provide biweekly project updates to ensure the drawings and other documentation are progressing appropriately. At the 60% level of completion, each discipline will submit its drawing set to the project manager to confirm design intent and verify that the architect and client design requirements are satisfied. This review of drawings by the client and architect will be allocated one week of review time to maintain the schedule. The specific disciplines may submit their drawings on a staggered time line. After the client and architect review of the 60% drawings, comments will be addressed and the final design construction drawings will be taken to the 95% level of completion and submitted to the building department. Plan check comments will be addressed. Final design construction documents will be issued.

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
C. Project Team
Our team is comprised of experienced design engineers and supporting personnel. Each having a specialty that relates to the proposed project. Below are their brief bio’s. Resumes can be found in Appendix 1.

Jeffrey Laikam, PE – Engineering Manager/Team Lead
Mr. Laikam has more than 22 years of experience, including a combined eighteen years with Whitchurch Engineering with eight years serving as Senior Design Engineer and Engineering Supervisor for the Humboldt Bay Power Plant (HBPP) nuclear decommissioning project. Managing the Fortuna Office engineering staff, his expertise includes contract and project management, land development, work planning and scheduling, development of proposals, client development and project budget, schedule and scope management. He also serves as Scotia Community Services District Engineer and City of Ferndale Deputy City Engineer.

Derek Long, PE – Project Manager
Derek is a licensed professional civil engineer and general contractor with 10 years of progressive experience, including engineering support services for the Humboldt Bay Power Plant (HBPP) nuclear decommissioning project.

His expertise includes project management, structural design and implementation, land development, work planning and scheduling, budget control, and permit assistance. His additional highlights are building/facility construction & demolition, subdivision improvements, construction oversight & inspections, storm drainage, roadway improvements, fire water and domestic water system modifications, and sewer system improvements.

Aaron Bennett, PE, ME – Mechanical Engineering Supervisor Mr. Bennett has 17 years experience and is a self-motivated Senior Engineer having worked in nuclear decommissioning, demolition, restoration, and construction industries for over 12 years. He is a licensed Senior Civil Engineer, licensed Mechanical Engineer, and experienced Project Planner. He understands the necessity for establishment and maintenance of good client and stakeholder relationships for successful project completion.

Aaron recently completed the Humboldt Bay Power Plant Decommissioning and Restoration Project. He retained over project entirety for engineering and planning expertise for site owner during self-performed scope and later as a subcontractor to the prime civil works contractor. He is well diversified in all aspects of project planning and engineering with excellent understanding of field construction support needs and intelligent site infrastructure planning.

Brett Whitchurch, PE – Structural Design Supervisor
Brett started his engineering career as a summer intern for the strictly regulated Humboldt Bay Power Plant (HBPP) decommissioning project. This site was scrutinized by the California Coastal Commission and the Nuclear Regulatory Commission because of its location in Humboldt Bay and onsite materials. Since that time, his primary focus is utilizing his structural expertise for commercial structures and multi-family housing projects. Brett provides structural design and calculation resolving California Coastal Commission requirements for high seismic load and wind values applied to structures through design. Brett is currently preparing for the SE (Structural Engineer) exam.

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
Brian Finck, EE – Electrical Engineering
Brian is a licensed professional electrical engineer with more than 25 years’ experience. He specializes in control systems design, engineering for forestry products. water quality products, signaling systems and solar powered radar. He has spent a majority of his career working with Caltrans and provided his electrical expertise to the Humboldt Bay Power Plant decommissioning project. Project highlights include a 500kv switchyard design, 57kv substation design, and preliminary design on high voltage systems.

Chad Pasquini - Certified Building Official
Chad has spent his entire career in the building industry. His most recent 19-years has been as a Certified Building Official, Building Inspector, Plans Examiner, and Code Enforcement Officer ensuring the health and safety of the public. His experience encompasses a full range of development review from residential additions through large commercial projects. He ensures compliance with all applicable building and energy codes, coordinates and schedules with permitting agencies and helps to expedite plan issuance. Chad aids architects, contractors, designers, engineers, and home owners to achieve their goals in completing building projects from the ground up such as new single-family residences, residential remodels and additions, land use permits, commercial tenant improvements, new commercial construction, and hotels, apartments, and multi-story buildings.

Abbay Technical Services – Subconsultant for Title 24 Energy Calculations Established in 1985 By William N. Abbay to provide California Title 24 energy calculation. Anne M. McQueeney came on board in 1990 and mentored with Bill for 11 years before purchasing the business in 2001. Anne has done thousands of energy calculations for residential and commercial buildings throughout all 16 climate zones in the California. Anthony K. McQueeney, her son, has been learning the Energy Code since 2020 and has since become a Certified Energy Analyst through the California Association of Building Energy Consultants. Anthony is now working on taking over the business and continuing to provide accurate and valuable T24 Services throughout the California.

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
D. Experience and References
Multi-Family Residential Development, Ventura County, Moorpark, CA Working with McSorley Architecture, this residential development will include 11 structures mixed with three and four story buildings, a community building, and covered parking. The structures are wood framed and foundations are slab on grade. Currently in final design phase.

Client: Garrett McSorely, McSorely Architecture
Phone: 707.633.9283
Email: [email protected]
WEI is providing:
• Structural calculations
• Roof framing details
• Multi-floor framing details
• Structural Notes, Sections, Detailing throughout
• Foundation Plans
• Locate meter groups: propose 8 residential service meter groups, single phase supply to each group. (2) additional service meters would be located at each of the common buildings. • Load calculations
• Site plan with meter locations and feeder conduit routing • Specification of service equipment
• Site electrical layout with light stanchion/pole placement, EV charger station location • Site photo metrics diagram
• Evaluate individual electrical demand for each building configuration • Size feeders from meters to individual units.
• Prepare PG&E electrical application
• Electrical Power/Communication Plan
• Floor plan layout and equipment locations
• Electrical Notes & Energy Notes
• Service Load Demand and Connected Load calculations
• Voltage Drop Calculations
• Single-Line Diagram for Current Carrying Conductors
• Grounding - Diagram
• Electrical Equipment Selection
• Conductor / Conduit sizing and Specifications
• Panel Schedules

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
Multi-Use New Construction, Humboldt County, Eureka, CA Working with McSorley Architecture, this state-of-the-art multi-use structure contains commercial/retail space and multi-family residences including a rooftop patio. Design and engineering are currently at 100% and the project is in bidding phase.

Client: Garrett McSorely, McSorely Architecture
Phone: 707.633.9283
Email: [email protected]
WEI provided:
• Structural calculations
• Roof framing details
• Multi-floor framing details
• Structural Notes, Sections, Detailing throughout
• Foundation Plans
• Electrical Power/Communication Plan
• Floor plan layout and equipment locations
• Electrical Notes & Energy Notes
• Service Load Demand and Connected Load calculations (NEC 220) • Voltage Drop Calculations
• Single-Line Diagram for Current Carrying Conductors
• Grounding - Diagram (NEC 250)
• Electrical Equipment Selection
• Conductor / Conduit sizing and Specifications
• Lighting Plan and Schedule
• Lighting Calculations (Title 24)
• Panel Schedules / Load Balancing
• Sales area Equipment and Raceway Specifications / Notes

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
Humboldt Bay Power Plant – Building conversion, Humboldt County, Eureka, CA WEI was tasked to convert a previous
laboratory/shipping and storage building into usable
office space. This included twelve private offices, entry area, training and conference room, break room and
storage closet. Work involved both demolition and new
construction. Some existing interior and exterior walls were removed, along with existing doors and frames. All interior and exterior components of the mechanical
system were also removed. New office spaces, HVAC,
interior windows, doors, cabinetry, counters and
shelving were designed. Electrical and plumbing
systems were revised. Seismic and structural design for the associated mechanical equipment was provided
along with egress and accessibility access, parking lot areas, grading and drainage designs. As Engineers of
Record, certification was submitted to the building
department to obtain occupancy permitting confirming
plans were to current code requirements.

Client: Kristin Zaitz, PG&E, Civil/Systems
Engineering Manager
Phone: 805-550-2632
Email: [email protected]

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
Orr Creek Commons II - Mendocino County, Ukiah
Currently under construction, WEI worked closely with Lapotre Architects on this 40-unit multi-family residential development for the Rural Community Housing Development Corporation (RCHDC).

Client: Philippe Lapotre, Lapotre Architects
Phone: 707.442-8867
Email: [email protected]
WEI Provided:
− Roof Framing plans
− 2nd Floor Framing Plans
− Foundation Plans
− Structural Notes
− Structural Sections
− Structural Details
− Structural calculations
− Address structural plan check comments
− Attend 30%, 60% and 90% coordination meetings
− Electrical Power/Communication Plan & Electrical
Notes
− Electrical load calculations
− One-Line Diagram for electrical and grounding
− Electrical equipment schedule
− Equipment specifications (report)
− Lighting Plan
− Lighting calcs
− Lighting schedule
− Panel Schedules
− Prepare PG&E electrical application
− Plumbing Plans
− HVAC and Ducting Plans
− Prepare plumbing calculations
o Total developed length diagram
o Fixture unit table
o Details
− Plumbing fixture schedule and pipe schedule
− Prepare HVAC sizing and ventilation calculations
− Gas meter calcs, meter sizing and layout
− Mechanical equipment schedule
o Equipment specifications (report)
o Sequence of operations

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
E. Fee Proposal
Fee Proposal provided separately as an emailed attachment.

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
F. Proposed Project Schedule

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com

Fortuna CA – 610 9th Street
Phone: (707) 725-6926
Eureka CA – 716 Harris Street
Phone: (707) 444-1420
G. Exceptions

1. RFP - Attachment A, Insurance Requirements for Consultants: General Liability (GL) insurance requires “operations, products and completed operations, as applicable”. This requested GL coverage applies more to companies that manufacture/sell products and/or perform construction or installation at clients’ homes or business. As engineers we provide a professional service and this type of coverage is more appropriate under our Professional Liability. If awarded the project, WEI would request this coverage be removed from the GL requirements.

2. Also, for Insurance, the request to cover volunteers as additional insured is too broad. Our GL would be vulnerable as the work we are providing would not encompass the use of volunteers. Volunteers may be utilized at a different capacity by other organizations however, as engineers we cannot control who is onsite and should not be responsible for the actions of others beyond our control. Our GL is typically written to cover The City, its officers, officials, and employees only and we would ask for volunteers to be removed from this requirement.

Whitchurch Engineering, Inc. RFP Response for Professional Design Services Tenant Improvements at the Hastings Electric Service Center www.whitchurchengineering.com