Agenda packet — Ojai City Council, August 18, 2026

DISTRICT 1 - LESLIE RULE
DISTRICT 2 - RACHEL LANG
DISTRICT 3 - ANDREW WHITMAN
DISTRICT 4 - KIM MANG

BEN HARVEY

CITY MANAGER

BETHANY BURGESS

CITY ATTORNEY

WESTON MONTGOMERY

CHIEF DEPUTY CITY CLERK
AGENDA

CITY COUNCIL SPECIAL MEETING
TUESDAY, AUGUST 18, 2026, 5:00 PM
KENT HALL COUNCIL CHAMBERS - CITY HALL CAMPUS - 111 W SANTA ANA ST, OJAI, CA ADDITIONAL MEETING LOCATION - 1 FOURTH STREET, LILY DALE, NY 14752 - TO

ACCOMMODATE COUNCIL MEMBER LANG WHO IS ATTENDING THE MEETING VIA

TELECONFERENCE

OJAI CITY COUNCIL

ANDY GILMAN, MAYOR

VIEWING & ACCESS
Public participation is encouraged! The Ojai City Council meets regularly on the second and fourth Tuesdays of the month at 6:00 p.m. The meetings are conducted in a hybrid model, providing both in-person attendance and virtual public comment via the Zoom link below.

Virtual attendance via Zoom is the only way to remotely provide public comment. Preregistration is not required for public comment via Zoom. Instead, Zoom participants will utilize the “hand-raise” function to indicate their desire to speak on an item. The meeting is also livestreamed on the City's website at ojai.ca.gov/525/2968/Public-Meetings, on YouTube at youtube.com/@ojaicity, and on Spectrum Channel 10. See “Public Comment Options” below for further instruction.

ZOOM LINK - August 18 2026 - Special Meeting

ROLL CALL

PLEDGE OF ALLEGIANCE

APPROVAL OF AGENDA

CLOSED SESSION
Tuesday, August 18, 2026 Ojai City Council Agenda
1 1. Public Employee Performance Evaluation
(Government Code § 54957(b))
Position Title: City Manager

2. Conference with Legal Counsel - Existing Litigation
(Government Code § 54956.9(d)(1))
Name of case: Leslie Rule v. City of Ojai, Ventura County Superior Court Case No. 2025CUPT055697

3. City Council Goals and Tactics Progress Update (City Council Direction)

4. Information Regarding New Communication Tower at Fire Station No. 21 Located at 1201 East Ojai Avenue (Operational Need)

CITY ATTORNEY'S REPORT OUT OF CLOSED SESSION

DISCUSSION
RECOMMENDATION: Receive and file
Administrative Report - Goals and Tactics Update
Attachment A - Goals & Tactics Document
RECOMMENDATION: Receive the presentation from the Ventura County Fire Department representative, ask clarifying questions, and provide direction.

Furthermore, acknowledge receipt of the VCFD recent notification, confirm awareness of the County's permitting authority, and request copies of the Countyissued permits and approved plan set for City records. Upon project completion, City staff confirms removal of the existing rooftop antenna as represented by VCFD.

Administrative Report - VCFD Communication Tower
Attachment A - Ventura County Permits Issued
Attachment B - Ventura County Approved Plans
Attachment C - Guidelines for Orderly Development

ADJOURNMENT
Posted August 14, 2026 at 12:00 p.m. Weston Montgomery, Chief Deputy City Clerk

WRITTEN PUBLIC COMMENTS
Written public comments will be published here for public access. Please see PUBLIC COMMENT OPTIONS below for detailed instructions on how to submit.

ACCOMMODATIONS
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please call (805) 646-5581. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.

If you feel that a language interpreter is necessary for you to participate in this meeting, notification 48 hours prior to the meeting will enable the City to make reasonable Tuesday, August 18, 2026 Ojai City Council Agenda
2 arrangements for an interpreter to assure your participation/understanding of this meeting.

Si considera que un intérprete de idiomas es necesario para participar en esta reunión, la notificación 48 horas antes de la reunión le permitirá a la Ciudad hacer arreglos razonables para que un intérprete asegure su participación/comprensión de esta reunión del Concejo Municipal.

Para Español por favor llame al (805) 646-5581 ext. 100 o por correo electronico a [email protected].

PUBLIC PARTICIPATION
Agenda reports and other disclosable public records related to agenda items are available on the City's website at ojai.ca.gov/525/2968/Public-Meetings and at City Hall located at 401 S.

Ventura St., Ojai, Ca., during regular business hours, Monday through Friday, 8:00 a.m. to 5:00 p.m.

PUBLIC COMMENT OPTIONS
Written Comments: In order for staff to provide the City Council with written public comments timely, written/emailed public comments must be submitted no later than 3:00 p.m. on the day before the meeting.

You may always submit written comments to the City Clerk via mail, in person at City Hall, or via email to [email protected]. If your written comment is received by 3:00 p.m. on the day before the meeting date, the City Clerk will distribute copies of your comments to all Council Members and recorded on the City website. Written comments received after 3:00 p.m. may not be distributed to the Council Members and recorded on the City website until after the meeting.

Verbal Comments: Verbal Comments will be received on any item on the agenda at the time the agenda item is heard. Comments may be made in person at the meeting or through Zoom, via the link at the top of the Agenda. Pre-registration is not required for public comment via Zoom. Instead, Zoom participants will utilize the hand-raise function to indicate their desire to speak on an item.

IMPORTANT NOTES:

All materials related to an item on this agenda, including written public comments, will be available for public inspection in the City Clerk's Office at City Hall, and following the meeting, will be accessible on the City of Ojai's website at ojai.ca.gov.

As a government agency, the City of Ojai is subject to the California Public Records Act (Government Code § 6250 et seq.). Please be advised that all communications submitted to City officials and staff are subject to public disclosure under the California Public Records Act.

There are limited exceptions that allow the City to redact personal information under the California Public Records Act. If you have concerns regarding privacy, please do not include your personal identifying information, such as your name, e-mail, phone number, and home address in your correspondence to the City, including, but not limited to, public comment.

If you challenge the actions of the City Council in court, you may be limited to raising only Tuesday, August 18, 2026 Ojai City Council Agenda
3 those issues you or someone else raised at the public hearing described in the public notices, or in written correspondence delivered to the City Council at, or prior to, the public hearing (California Government Code Section 65009).

Any legal action by an applicant seeking to obtain a judicial review of the City Council's decision on a Hearing listed on this Agenda may be subject to the 90-day filing period of and governed by Code of Civil Procedure Section 1094.6.

LEVINE ACT WARNING
Applicants and their agents before the City Council are subject to the campaign disclosure provisions detailed in Government Code Section 84308. No City Council Member may accept, solicit, or direct a contribution of more than $500 from any party or agent for 12 months subsequent to the date a final decision is rendered by the City. This prohibition commences when your application has been filed, or the proceeding is otherwise initiated.

A party to a City proceeding - which includes both applicants and agents - shall disclose on the record of the proceeding any contribution of more than $500 made to any Council Member by the applicant or agent, during the preceding 12 months. No party to a City proceeding, or agent, shall make a contribution to a Council Member during the proceeding and for 12 months following the date a final decision is rendered by the City.

Prior to rendering a decision on a City proceeding, any Council Member who received a contribution of more than $500 within the preceding 12 months from any party, or agent, to a proceeding shall disclose that fact on the record of the proceeding and shall be disqualified from participating in the proceeding. However, if any Council Member receives a contribution that otherwise would require disqualification and returns the contribution within 30 days of knowing about the contribution and the relevant proceeding, the Council Member shall be permitted to participate in the proceeding.

If you believe that these provisions apply to you or a Council Member, please inform the City Clerk at the earliest possible opportunity. Failure to do so may affect the City's ability to process your application.

Tuesday, August 18, 2026 Ojai City Council Agenda
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Administrative Report
TO: Honorable City Council
FROM: Ben Harvey, City Manager
Norma Cervantes, Assistant to the City Manager
MEETING DATE: August 18, 2026
SUBJECT: City Council Goals and Tactics Progress Update (City Council Direction)

RECOMMENDATION
Discuss progress made regarding City Council Goals and Tactics and provide direction to the City Manager.

DISCUSSION
The City Council established a comprehensive set of goals and supporting tactics to guide City priorities and staff efforts in 2025. Since their establishment, staff across all departments have continued to advance these priorities.

The attached Goals and Tactics Progress Update provides the current status of all goals and corresponding tactics, and demonstrates progress across the Council’s nine goal areas: Affordable Housing; Wildfire Safety and Risk Mitigation; Arts, Culture and Recreation Funding; Infrastructure Maintenance and Improvement; Public Safety; Diversifying the Economy/Tourism Management; Climate Resiliency; Financial Stability; and Communications and Relationships.

The update reflects a combination of completed initiatives, active projects, preliminary research and coordination, and items being prepared for future City Council consideration.

Accomplishments and ongoing efforts are highlighted below.

Affordable Housing
Work continues to advance the City Council’s affordable housing priorities. The City Council Housing Trust Ad Hoc Committee has been established to support the exploration of a housing trust and potential funding mechanisms. Staff is also evaluating workforce housing and live/work opportunities, including potential use of the property at 503 S.

Ventura Street. A concept review regarding the potential creation of a Housing Commission is anticipated to be presented to the City Council in Fall 2026.

Wildfire Safety and Risk Mitigation
Significant work is underway to strengthen community wildfire preparedness and resiliency. The City entered into a $386,025 professional services agreement with the Ojai Valley Fire Safe Council to advance wildfire prevention and mitigation efforts. Staff is also 5

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continuing work related to local warning systems, and anticipates receiving additional information in Fall 2026 regarding approximately $1 million in potential earmarked funding for warning sirens and message boards. These efforts complement the City’s continued promotion of emergency preparedness resources and partnerships, and represent an important investment in community safety.

Arts, Culture and Recreation
The City has made substantial progress in supporting Ojai’s arts and cultural community.

The increased Arts Grant Program funding has been completed, with 25 grants totaling $100,000 awarded to support local arts programming and services.

Staff has also initiated preliminary discussions with the County regarding extension of the bike path to Soule Park, and is developing a design concept for the area behind the Council dais in Kent Hall. The design concept is anticipated to return to the City Council in Fall 2026.

Infrastructure Maintenance and Improvement
Staff continues to advance several City Council priorities related to infrastructure.

Preliminary discussions have commenced with the County regarding the Ojai Bike Trail and a potential maintenance agreement. Additional work related to parking, alternative road and hardscape materials, and opportunities to advance the City’s road paving timeline has been identified for future Council consideration.

These items require additional analysis and where appropriate, will return through the concept review process before staff proceeds with significant policy or financial commitments.

Public Safety
The City has achieved several important milestones related to the Council’s public safety goals. The Public Safety Commission has been established, and held its inaugural meeting on August 3, 2026. The Citywide speed study was also completed and previously presented to the City Council. The study is now with the Public Safety Commission, who will be providing recommendations that will be returned to the City Council for consideration.

Diversifying the Economy and Tourism Management
The City Council approved the development of an Economic Action Plan, and preparation of the plan is underway. The effort will help identify strategies to strengthen and diversify Ojai’s economy and better understand opportunities associated with the City’s visitor population, while balancing the concerns and needs of residents in order to preserve Ojai’s quality of life and unique character.

Staff is also continuing to evaluate potential revenue options identified by the Council.

Concepts related to sales tax and second-home taxation are currently anticipated for discussion at the September 22, 2026 City Council meeting. Research related to business incubator investment strategies has also been incorporated into the Economic Action Plan effort.
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Climate Resiliency
Work continues on the Council’s climate resiliency priorities, including habitat restoration and re-wilding opportunities, alternative paving materials, and energy-efficient construction. Community Development staff is developing workshops focused on educating builders regarding energy-efficient construction and potential incentives for new construction and improvements to existing homes. Other climate resiliency initiatives remain on the City’s working agenda for future consideration.

Financial Stability
Staff continues to advance initiatives intended to strengthen the City’s long-term financial position.

A comprehensive concept review regarding City contract services was presented to the City Council on July 14, 2026. During the discussion that ensued, staff received direction to further evaluate the Sheriff’s contract, with additional discussion anticipated in Fall 2026.

Finance staff is also developing a policy addressing the potential use of reserves exceeding the City’s established reserve policy, which is anticipated to first be reviewed by the Finance and Budget Committee later this summer.

Public-facing interactive budget reporting software also remains identified as a future initiative for City Council consideration.

Communications and Relationships
The City has made progress toward strengthening communications and community engagement. The previously vacant Events and Public Information Officer functions have been addressed, with responsibilities assigned within the organization.

Town halls are being scheduled and will continue to provide opportunities for direct engagement between the City and the community.

The community survey has not been started, and is not recommended to launch until following the November 2026 election. This timing will allow newly elected and/or returning City Council members to receive input from the community to help shape exisiting or newlycreated City Council goals and tactics.

Evaluation of the City’s website and opportunities to improve the public’s access to City information also remain part of the City’s upcoming work program, and will come before City Council for approval for the website contract.

Looking Ahead
The attached update demonstrates that progress has been made across the Council’s priorities, and work remains to be completed.

Importantly, an “in-progress” status does not mean that an item has remained inactive. In many instances, staff has completed preliminary research, coordinated with partner agencies, developed initial concepts, identified potential funding, or undertaken other foundational work necessary before an item is ready for formal Council consideration. 7

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Many of the remaining tactics involve policy decisions, new programs, contractual commitments, or potential fiscal impacts. Consistent with the City Council’s policymaking role, staff will bring these matters forward individually through concept review or subsequent administrative reports before implementing actions requiring Council authorization or additional funding.

This approach allows the Council to consider each initiative with the appropriate policy, operational, community, and fiscal information while allowing staff to continue moving the overall work program forward.

Staff will continue to update the Goals and Tactics tracking document as work progresses and will bring individual items forward on upcoming City Council agendas as they become ready for consideration.

CITY COUNCIL GOALS ALIGNMENT
Goal No. 1 - Affordable Housing
Goal No. 2 - Wildfire Safety and Risk Mitigation
Goal No. 3 - Arts, Culture and Recreation Funding
Goal No. 4 - Infrastructure Maintenance and Improvement Goal No. 5 - Public Safety
Goal No. 6 - Diversifying Ecomony/Tourism Management
Goal No. 7 - Climate Resiliency
Goal No. 8 - Financial Stability
Goal No. 9 - Communication and Relationships

OPTIONS

1. Take no action;

2. Provide alternative direction to staff.

FISCAL IMPACT
There is no fiscal impact associated with receiving and filing this quarterly update. All project specific fiscal impact, including appropriated funds, projected costs, and consultant needs, are detailed in the City Council Goals & Tactics matrix and have been appropriated by prior Council action or will return to Council as needed for budget appropriations.

Prepared by: Norma Cervantes, Assistant to the City Manager

ATTACHMENT(S)
A. City Council Goals & Tactics Update
8 20252026 CITY COUNCIL GOALS AND TACTICS
GOAL # GOAL TITLE
TACTIC
# PRIORITY TACTIC DESCRIPTION STATUS DEPARTMENT

PROJECTED

COSTS APPROPRIATED NOTES
1 Affordable Housing 1.1
Research establishment of a housing trust and potential budget allocation to support housing goals including rental assistance* and housing allotment In-Progress Community Development $ 100,000 YES $100K granted to Help of Ojai for rental
assistance and City Council Housing
Trust Ad Hoc Committee established
1 Affordable Housing 1.2
Identify opportunities to create workforce housing and potential live/work strategies. On-going Community Development $ 15,000 NO Use of 503 S Ventura Street property
on working agenda pending list
1 Affordable Housing 1.3 2ND TIER
Explore creation of housing commission, addressing affordable housing and homelessness. In-Progress Community Development $ 15,000 NO Concept Review to be presented to
City Council Fall 2026
2 Wildfire Safety & Risk
Mitigation 2.1 2ND TIER
Pursue partner agreements in cooperation with providers/regional partners to further efforts that will reduce hazardous conditions and fuel sourrces, Wildfire Prevention Grants, include land clearing, educational outreach program regarding defensible space, and home hardening measures, and provide assessment tool(s).

In-Progress City Manager's Office $ 386,025 YES
$386,025 Professional Services
Agreement with Ojai Valley Fire Safe
Council
2 Wildfire Safety & Risk
Mitigation 2.2 1ST TIER
Explore feasibility and cost to implement local warning systems such as warning sirens, reverse 911, and back-up systems for communications. Promote participation in "VC Alert" and promote programs such as "Ready, Set, Go" In-Progress City Manager's Office $ 1,086,000 NO City anticipates to receive $1M
earmark for sirens and message
boards. City to be advised of status
Fall 2026.
2 Wildfire Safety & Risk
Mitigation 2.3
Research initiative to create micro-grid(s) and initiative to underground utility lines. Not Started City Manager's Office $ 15,000 NO Possible use of consultant and/or City
Attorney
3 Arts, Culture and Recreation
Funding 3.1 1ST TIER Extend bike path to Soule Park with County partnership In-Progress Public Works $ 15,000 NO Preliminary City/Coounty discussions
commenced
3 Arts, Culture and Recreation
Funding 3.2
Explore design options for area behind the Council dais. Engage Arts Commission to place a mural in Kent Hall City Council Chambers In-Progress City Manager's Office $ 15,000 NO
Design concpt to be presnted to City
Council Fall 2026
3 Arts, Culture and Recreation
Funding 3.3 2ND TIER
TOT to non-profit applicants influencing the arts, culture, and recreation. In-Progress City Manager's Office NO Added to working agenda pending list 3 Arts, Culture and Recreation
Funding 3.4
Increase funding the Arts Grant Program to support programming and services, helping to strengthen the local arts and cultural community Completed City Manager's Office $ 100,000 YES 25 grants allotted totaling $100k

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20252026 CITY COUNCIL GOALS AND TACTICS
GOAL # GOAL TITLE
TACTIC
# PRIORITY TACTIC DESCRIPTION STATUS DEPARTMENT

PROJECTED

COSTS APPROPRIATED NOTES
4 Infrastructure Maintenance
and Improvement 4.1
Explore Land use agreement with the County regarding Ojai Bike Trail to include a maintenance program, directing the City Manager to enter into negotiations with County. In-Progress City Manager's Office $ 15,000 NO Preliminary City/Coounty discussions
commenced
4 Infrastructure Maintenance
and Improvement 4.2
Parking concept review - multiple topics 6F. Commission parking study (including locations, metering and enforcement) to determine needs and potential revenue options. (Cross-referenced in Goal 4H) In-Progress Community Development $ 15,000 NO Added to working agenda pending list 4 Infrastructure Maintenance
and Improvement 4.3
Research road and hardscape alternative materials with potential demonstration project. In-Progress Public Works $ 15,000 NO Added to working agenda pending list 4 Infrastructure Maintenance
and Improvement 4.4 1ST TIER Research advancing road paving timeline to reduce expenditures. In-Progress Public Works NO 5,000,000 would be the estimted costs
to complete
5 Public Safety 5.1 Create traffic safety commission Completed Public Works YES Inagural Meeting convened 08.03.2026 5 Public Safety 5.2
Conduct Citywide speed study with goal to establish citywide 25 MPH speed limit Completed Public Works $ 51,000 YES
In discussion now at Public Safety
Commission
5 Public Safety 5.3 Develop speed hump policy In-Progress Public Works NO Preliminary discussion convened at the

08.03.2026 Public Safety Commission
meeting
6 Diversifying Economy/Tourism
Management 6.1
Commission Economic Action Plan, especially to better capitalize on visitor population. Completed City Manager's Office $ 52,000 YES Approved by CC 01.28.2026; plan
drafting underway
6 Diversifying Economy/Tourism
Management 6.2 1ST TIER
Explore other potential revenue options, including sales tax increase, paid parking, bus visitation fees, non-residential ownership tax In-Progress City Manager's Office $ 15,000 NO Sales and second home tax concepts
on working agenda for 09.22.2026 CC
meeting
6 Diversifying Economy/Tourism
Management 6.3 2ND TIER
Investigate and return with report on 'incubator business investments' used in City of Ventura or other agencies In-Progress City Manager's Office $ 15,000 NO Commissioned within the Economic
Action Plan

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20252026 CITY COUNCIL GOALS AND TACTICS
GOAL # GOAL TITLE
TACTIC
# PRIORITY TACTIC DESCRIPTION STATUS DEPARTMENT

PROJECTED

COSTS APPROPRIATED NOTES
7 Climate Resiliency 7.1 2ND TIER
Habitat restoration and 're-wilding' - investigate programs and funding available for Council consideration In-Progress City Manager's Office NO Added to working agenda pending list 7 Climate Resiliency 7.2
Educate builders in energy efficient construction and incentivize through a grant program for both new construction and existing home improvements. In-Progress Community Development NO Workshops are being developed 7 Climate Resiliency 7.3 Research alternative paving materials In-Progress Public Works NO Added to working agenda pending list 8 Financial Stability 8.1 1ST TIER Evaluate Sheriff's Contract In-Progress City Manager's Office NO Concept Review item on Contract
Services presented to CC 07.14.2026;
item placed on working document for
Fall 2026
8 Financial Stability 8.2
Assess potential surplus from our reserve policy and develop a policy on how to utilize that surplus In-Progress Finance NO Draft policy to go before Finance &
Budget Committee - Late Summer
2026
8 Financial Stability 8.3 2ND TIER Procure public facing interactive budget reporting software. In-Progress Finance $ 100,000 NO Added to working agenda pending list 9 Communications and
Relationships 9.1 Community Survey on Council Progress Not Started City Manager's Office NO Indefinitely tabled by City Council 9 Communications and
Relationships 9.2 1ST TIER Evaluate the City's website to improve ease of use for the public In-Progress City Manager's Office NO Added to working agenda pending list 9 Communications and
Relationships 9.3 Fill the vacant Events and PIO position Completed City Manager's Office YES Norrma Cervantes serving as PIO and
Kristy Rivera serving as Recreation
Manager over Special Events
9 Communications and
Relationships 9.4 Bi-monthly townhalls to hear from the community In-Progress City Manager's Office NO Townhalls are scheduled and will
continue to be scheduled

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Administrative Report
TO: Honorable City Council
FROM: Ben Harvey, City Manager
Bethany Burgess, City Attorney
Lucas Seibert, Community Development Director
MEETING DATE: August 18, 2026
SUBJECT: Information Regarding New Communication Tower at Fire Station No. 21 Located at 1201 East Ojai Avenue

RECOMMENDATION
Receive presentation, ask clarifying questions, and provide direction. Furthermore, acknowledge receipt of the Ventura County Fire Department (VCFD) recent notification, confirm awareness of the County's permitting authority, and request copies of the Countyissued permits and approved plan set for City records.

EXECUTIVE SUMMARY
As part of a countywide infrastructure upgrade program, VCFD is replacing the Station 21's existing rooftop antenna — currently standing approximately 55 feet total — with a freestanding 60-foot tower topped by a 20-foot whip antenna, for a total height of approximately 80 feet (VCFD Station 21 is located at 1201 E. Ojai Avenue in the City of Ojai). The project has been permitted through the County of Ventura's Building Division, and the County has determined it to be exempt from CEQA, although details of the exemption have not yet been provided. The County maintains that, as a subdivision of the State engaged in a sovereign activity, it is immune from the City's local permitting and landuse authority under well-established California case law, including Hall v. City of Taft (1956), Lawler v. City of Redding (1992), and multiple California Attorney General opinions — a position that resulted in the County disregarding the City's stop-work order issued August 12.

The City became aware of the project only after a subcontractor mistakenly contacted the Community Development Department to schedule an inspection, revealing that no City permit existed. While the legal framework supporting the County's sovereign immunity position is well-established, the absence of advance notification to the City and its community represents a significant concern for interagency trust and transparency.

Wireless communications facilities are regulated by the City pursuant to Chapter 10-14 of the Ojai Municipal Code and City Council Resolution No. 19-06., adopted in 2019 in response to FCC Order 18-133, establishes the City's local standards for wireless facility permitting —though these standards are unlikely to be enforceable against the County 12

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given the applicable case law. Staff recommends that the City Council consider requesting copies of all County-issued permits, the approved plan set, and the no-grading-permit memo for public records purposes, and urges that future County projects within City limits be accompanied by proactive notification to foster better interagency communication — consistent with City Council Goal No. 9 on Communication and Relationships.

DISCUSSION
Fire Station 21 serves the City of Ojai and the eastern Ojai Valley and was constructed on its current site in 1979 to replace an earlier station on Montgomery Street. The station is staffed daily by three firefighters and houses Medic/Engine 21, Reserve Engine 121, and Brush Engine 321. The City of Ojai receives service from the Ventura County Fire Department through the integrated regional Ventura County Fire Protection District funded by property tax assessment. The City does not provide funding to VCFD through the City’s General Fund or special funds.

Over the past decade, VCFD has been systematically upgrading communication facilities at its fire stations, resulting in approximately 10 identical 60-foot, three-leg towers constructed at various stations throughout Ventura County. The program is designed to replace end of useful service-life infrastructure, improve reliability, and provide flexibility for evolving communication technologies.

The existing antenna at the Ventura County Fire Station No. 21 is roof-mounted, standing approximately 35-feet above ground with a 20-foot whip antenna, for a total height of approximately 55-feet. The new tower will be a freestanding 60-foot structure with a 20- foot whip antenna on top, for a total height of approximately 80 feet — similar in design to the tower already constructed at Ventura County Fire Station No. 57 in unincorporated Somis. Fire Department representatives have indicated that following completion of the new tower, the existing rooftop antenna will be removed.

Approximately 10 years ago, the County Counsel and the Ventura County Public Works Department communicated to City officials within Ventura County that improvements on County-owned lands are fully permitted through the County, not local jurisdictions. This communication predates current Fire Department and City staff involved in the project.

Last week upon learning about this project, the City Attorney’s Office discussed this matter with the Ventura County Counsel’s Office. The County maintains that the project is exempt from the City’s permitting and land-use authority and that the building permit issued by the County was the only permit required before construction commenced. County Counsel also advised that the County determined the project to be exempt from CEQA, but has not provided details as to the exemptions applied.

The County does not intend to comply with the City’s stop-work order issued August 12 for the failure to follow the City of Ojai’s entitlement process and plans to proceed with pouring the concrete foundation for the cellular tower. County officials indicated interest in meeting with the City after the foundation has been poured to discuss the remaining work associated with erection of the tower.
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LOCAL PROCESS
The Ojai Municipal Code (“OMC”) establishes requirements for installation of wireless communications facilities, including cellular communications towers. Pursuant to Section 10-14.040 of the OMC, this particular facility would require approval of a conditional use permit, and compliance with the requirements of Section 10-14.050 of the OMC. Pursuant to Section 10-14.050, an applicant must pay an application fee, an independent consultant deposit, a site plan, a visual analysis, statement of purpose, design justification, alternative sites analysis, radio frequency emissions compliance report, structural analysis, and a noise analysis.

The OMC also sets forth detailed standards governing approval, concealment techniques, landscaping, height limits, setbacks, lights, noise, and signage, compliance with certain aesthetic standards and establishes review criteria for a conditional use permit for a wireless communications facility.

PERMITTING AUTHORITY
The project is an improvement on County-owned property located within the City of Ojai's city limits. As a subdivision of the State, Ventura County legal counsel has adamantly identified the site is immune to local regulation when it engages in sovereign activities — such as the improvement of a fire station — unless that sovereign immunity is explicitly waived by the Legislature or the Constitution. This authority is grounded in established California case law, including:
 Hall v. City of Taft (1956) 47 Cal.2d 177, 181–183
 County of Los Angeles v. City of Los Angeles (1963) 212 Cal.App.2d 160, 164–165  Lawler v. City of Redding (1992) 7 Cal.App.4th 778, 784 — affirming that cities and counties are exempt from each other's building and zoning ordinances  68 Ops. Cal. Atty. Gen. 114, 121–122 (1985)
 57 Ops. Cal. Atty. Gen. 124, 127 (1974)
The project has received building permits through the County of Ventura’s Building Division, but never received entitlements through the City of Ojai’s Community Development Department. The permits and plans are Attachments A and B respectively.

CONSTRUCTION DETAILS
The tower foundation consists of a 6-foot diameter, 15-foot deep bored hole. A large drill rig will bore the hole, followed by a crane to set the rebar cage, and a concrete crew to pour the concrete — all within the same day. Any groundwater encountered during boring will be collected in an onsite baker tank, treated, and transported offsite for disposal at an appropriate facility. After the foundation concrete has cured to sufficient strength, three 20- foot tower segments will be erected and secured, resulting in a total tower height of 60 feet, with a 20-foot whip antenna on top.

OPERATIONAL PURPOSE/NEED
The Fire Department receives its emergency calls for response through equipment mounted on the tower, which is then transmitted through visual and audio alerting systems within each room of the fire station. The greater the tower height, the better the signal quality and the lower the chance of signal interference or loss, due to improved line-of-sight 14

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over long distances. The Ventura County Fire Department is an all-hazard, full-service agency composed of approximately 600 dedicated personnel providing fire protection, medical aid, rescue, hazardous materials response, and other services.

Construction is proceeding on an accelerated timeline. The contractor mobilized the day following initial outreach to City staff, with foundation boring scheduled for the following morning. The concrete pour is planned for the same afternoon as the boring. The tower erection will follow after the foundation concrete has cured to design strength.

Environmental controls are in place: any groundwater encountered will be collected, treated, and properly disposed of offsite. Upon completion of the new tower, the existing rooftop antenna at Fire Station 21 will be removed.

POLICY ANALYSIS AND COMMUNITY ENGAGEMENT
As noted above, the County's sovereign immunity from local building and zoning ordinances is well-established under California law. The legal authority provided by County Counsel — citing Hall v. City of Taft, County of Los Angeles v. City of Los Angeles, Lawler v. City of Redding, and multiple California Attorney General opinions — confirms that the City of Ojai's permitting requirements do not apply to this project. However, the method by which the City was made aware of this project is of concern.

Notably, the City became aware of this project and cellular tower due to the subcontractor pouring the foundation mistakenly contacted the Community Development Department to schedule an inspection which alerted the department that no such permit existed, and staff began reaching out to our local Ventura County fire representatives to understand more about the project. The project has been fully permitted through the County of Ventura, consistent with the framework communicated to City officials approximately 10 years ago, but staff has been unable to locate information confirming this communication.

Even with the clear and present case laws pertaining to permitting not being through the City for projects of this nature, community input remains an important component of public awareness. Simply pointing to immunity provisions does not strengthen agency trust and it risks weakening interagency relationships. Moving forward, there should be better notification through outside agencies to create awareness of these types of projects rather than simply identifying the review is outside of local jurisdiction authority.

VENTURAL COUNTY GUIDELINES FOR ORDERLY DEVELOPMENT
The Guidelines were originally adopted in 1969 and subsequently refined, with the most recent revision completed in December 1996 and the document last updated in June 2018. The overarching theme is that urban development should be located within incorporated cities whenever and wherever practical. The Guidelines are intended to clarify intergovernmental relationships between cities and the County, facilitate understanding of development standards and fees, and identify the appropriate governmental agency responsible for making land use determinations. While this is within the City of Ojai and these guidelines wouldn’t directly impact this site, the guidelines identify the importance of early communication for potential project sites outside of the City’s jurisdictional boundaries. The updated version of these guidelines are provided as Attachment C.

FISCAL IMPACT
15

Page 5 of 5 ends

No financial impact to the City of Ojai is anticipated. The project is funded and managed entirely by the County of Ventura through its Fire Department capital improvement program. All permitting fees and construction costs are borne by the County.

CITY COUNCIL GOALS ALIGNMENT
Goal No. 9 - Communication and Relationships

OPTIONS

1. Take no action;

2. Provide alternative direction to staff. If City staff or the City Attorney has outstanding questions regarding the scope of Ventura County sovereign immunity as applied to this specific project, a brief legal review may be warranted. However, given the wellestablished California case law and Attorney General opinions cited by County Counsel, such a review is unlikely to alter the outcome.

Alternative 2 — Request Additional Documentation. The City requests copies of all County-issued permits related to this site, approved plan set, and the no-gradingpermit memo for City records. This does not constitute a claim of permitting jurisdiction but ensures the City has documentation on file for public records purposes and community inquiries.

Prepared by: Lucas Seibert, Community Development Director

ATTACHMENT(S)
A. Ventura County Permits Issued
B. Ventura County Approved Plans
C. Guidelines for Orderly Development
16 T-1
FIRE STATION 21
1201 EAST OJAI AVENUE

COMMUNICATION TOWER & SHED
OJAI, CA 93023

COUNTY OF VENTURA
APN: 024-0-080-135

p h o n e 8 0 5 6 5 3 - 5 8 0 0

SHEET NUMBER:

SHEET TITLE:

SPECFICATION NO:

PROJECT NO:

CONSULTANT
REVISION:

IDEAS
PLANS PREPARED BY:

Architecture, Real Estate & Construction
10/18/23
PROJECT INFORMATION:

CURRENT ISSUE DATE:

CONST

VENTURA COUNTY
DATE: REV.:

ISSUED FOR:

DESCRIPTION: BY:

VENTURA COUNTY FIRE DEPARTMENT

VCFD - OJAI

F I R E

DEPARTMENT

05-19-2024
02-2025
C-24269

RENEWAL DATE

ARTHUR ALLEN ANDERSON

OAJI - SANTA

PAULA ROAD

SANTA
PAULA
OJAI
MIRA
MONTE
OAK
VIEW

VENTURA

PACIFIC
OCEAN

APPARATUS BAY
ENTRY UNISEX HALL 2 HALL 1 ELECT DAY ROOM
SHOP LAUNDRY ROOM BDRM 2 BDRM 3 ROOM OFFICE 1 BDRM 1

OFFICE 1 LAUNDRY DAY ROOM

APPARATUS BAY

FIRE STATION SO

KITCHEN
CONTACT:: DAVID KIRBY
CONTACT:: BREANN APALATEGUI

FACILITY PROJECT SPECIALIST

DISTRICTS REPRESENTATIVE
NOTE: ALL RECOMMENDATIONS MADE BY THE SOILS ENGINEER AND ENGINEERING

GEOLOGIST, WHERE EMPLOYED CONTAINED IN THE REPORTS AS APPROVED OR CONDITIONED BY THE COUNTY SHALL BE A PART OF THIS GRADING PLAN.

TOWER COLOR SHALL BE LIGHT GRAY AND NON-REFLECTIVE PAINT

2. 3.

1. INSTALLATION OF EXPOXIED OR EXPANSION TYPE ANCHOR BOLTS REQUIRE A CONTINUOUS INSPECTION. PER CBC TABLE 1705

4. SOIL FILL PLACEMENT. PER CBC TABLE 1705.6
INSTALLATION OF ALL CONCRETE OVER 2500 P.S.I. REQUIRES A CONTINUOUS INSPECTION. PER CBC TABLE 1705.3

FIELD WELDING AND/OR HIGH STRENGTH BOLTS REQUIRE A
INSPECTION, PER CBC TABLE 1705.2.5 & 1705.2.6

5. STRUCTURAL OBSERVATION OF THE TOWER ERECTION - CBC TABLE 1709

THE OWNER OR THE REGESTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE

ACTING AS THE OWNERS AGENT SHALL EMPLOY ONE OR MORE AGENCIES TO

PERFORM SPECIAL INSPECTIONS DURING CONSTRUCTION OF THE TYPES OF WORK LISTED UNDER C.B.C. SECTION 1705. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS IDENTIFIED IN C.B.C. SECTION 110..

ARCHITECT OF RECORD SPECIAL INSPECTOR
ALL INSPECTIONS as per section 1700 of CBC.

THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL OBSERVATION,

THE CONTRACTOR AND APPROPRIATE SUBCONTRACTORS SHALL HOLD A

PRE-CONSTRCUTION MEETING TO REVIEW THE DETAILS OF THE STRUCTURAL

SYSTEM TO BE STRUCTURALLY OBSERVED
THE ABOVE NUMBER DESIGNATION REFER TO THE SECTION 1700 OF THE UNIFORM BUILDING CODE.

ALL SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, OWNER/AGENCY, GENERAL CONTRACTOR AND ARCHITECT OF RECORD.

THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE LOCAL MUNICIPALITY TO PERFORM

THE TYPES OF INSPECTION SPECIFIED AND MUST CONSTANTLY OBSERVE THE WORK REQUIRING SPECIAL INSPECTIONS.

A. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY SECTION 1701 OF THE UNIFORM BUILDING CODE. SPECIAL INSPECTIONS IS NOT A SUBSTITUTE FOR INSPECTION BY A MUNICIPAL INSPECTOR. SPECIALLY

INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE MUNICIPAL INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE.

B. CONTINUOUS INSPECTIONS IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED.

IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO INFORM THE SPECIAL

INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL.

INSTALLATION OF A NEW 60 FT HIGH COMMUNICATION TOWER WITH

ANTENNAS, NEW PREFAB RADIO EQUIPMENT SHED WITH CONCRETE ENTRY

LANDING, NEW BOLLARDS, NEW EXTERIOR CABLE BRIDGE,

INSTALLATION OF NEW DRY WELL, NEW UNDERGROUND

ELECTRICAL-TELCO-COAXIAL CONDUITS, INSTALL ALL EXTERIOR

GROUNDING, EXTEND CONDUITS INTO BUILDING AND HOOK UP TO

ELECTRICAL-TELCO-RADIO EQUIPMENT AND REPAIR/REPLACE ALL

CONCRETE WHICH WAS DISTURBED DURING CONSTRUCTION
G. TOWER ERECTION THE PROJECT ENGINEER/STRUCTURAL OBSERVER SHALL COMPLETE BY

THE COUNTY OBSERVATION FORM AND INCLUDE ON THE FIRST SHEET OF THE

STRUCTURAL DRAWINGS

6. PILES/CAISSONS PER CBC TABLE 1705.7 & 1705.8
Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law. SVC2500112 17 FIRE STATION 21
1201 EAST OJAI AVENUE

COMMUNICATION TOWER & SHED
OJAI, CA 93023

COUNTY OF VENTURA
APN: 024-0-080-135

p h o n e 8 0 5 6 5 3 - 5 8 0 0

SHEET NUMBER:

SHEET TITLE:

SPECFICATION NO:

PROJECT NO:

CONSULTANT
REVISION:

IDEAS
PLANS PREPARED BY:

Architecture, Real Estate & Construction
10/18/23
PROJECT INFORMATION:

CURRENT ISSUE DATE:

CONST

VENTURA COUNTY
REV.: DATE:

ISSUED FOR:

DESCRIPTION: BY:

VENTURA COUNTY FIRE DEPARTMENT

VCFD - OJAI

F I R E

DEPARTMENT

05-19-2024
02-2025
C-24269

RENEWAL DATE

ARTHUR ALLEN ANDERSON

A THOROUGH SEARCH SHALL BE MADE FOR UNDERGROUND UTILITIES AND STRUCTURES, ETC., WITHIN THE BUILDING SITE. CONTRACTOR SHALL

REMOVE OR CAP OFF ALL SUCH ITEMS IN ACCORDANCE WITH THE ARCHITECT’S INSTRUCTIONS PERTAINING TO EACH DISCOVERY, AND AT THE CONTRACTOR’S EXPENSE. IN ALL CASES OF THIS TYPE, THE ARCHITECT

SHALL BE NOTIFIED BEFORE THE WORK PROCEEDS, EXCEPTING THAT IN

ANY EMERGENCY AFFECTING SAFETY OF LIFE, OR OF ADJOINING PROPERTY,

THE CONTRACTOR SHALL ACT AT ONCE WITHOUT SUCH INSTRUCTIONS TO PREVENT SUCH THREATENED INJURY OR LOSS.

DAMAGE TO ANY ADJACENT PROPERTY, STREETS AND THE LIKE CAUSED

BY OPERATIONS OF THIS SECTION SHALL BE RESTORED TO ORIGINAL CONDITION WITHOUT ADDITIONAL COST OR LIABILITY TO THE OWNER.

EXCAVATE TO EXACT DIMENSIONS, LEVELS, AND ALIGNMENT SHOWN ON THE DRAWINGS. REMOVE ALL MATERIALS ENCOUNTERED.

ALL BACKFILL SHALL BE PLACED IN ACCORDANCE TO GRADING
RECOMMENDATIONS.

COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.

NO FILL MATERIALS SHALL BE PLACED, SPREAD, OR ROLLED DURING UNFAVORABLE WEATHER CONDITIONS. WHEN WORK IS INTERRUPTED BY

HEAVY RAINS, FILL OPERATIONS SHALL NOT BE RESUMED UNTIL TESTS BY

THE SOILS ENGINEER INDICATE THAT THE MOISTURE CONTENT AND DENSITY OF THE FILL ARE AS SPECIFIED.

REMOVE ALL WATER, INCLUDING RAINWATER, ENCOUNTERED DURING THE

TRENCHING AND SUB-STRUCTURE WORK, TO AN APPROVED LOCATION BY THE USE OF PUMPS, DRAINS, AND OTHER APPROVED METHODS.

REPORT ANY UNUSUAL SOIL CONDITIONS OR VARIATIONS IN THE SOIL

TO THE ARCHITECT IMMEDIATELY FOR CONSULTATION AND/OR
DIRECTIONS.

ALL AREAS SHALL BE GRADED AND FILLED AS SHOWN ON THE
DRAWING TO A TOLERANCE OF PLUS OR MINUS 1/10th OF ONE FOOT.

FINISHED GRADE SHALL BE CLEAN, RAKED, LEVEL, FREE OF ROCKS, VEGETATION AND BUILDING DEBRIS. GRADE SHALL SLOPE 1/4 INCH PER FOOT AWAY FROM BUILDING, WALKS, ETC., FOR A MINIMUM OF TEN FEET AND TO THE NATURAL GRADE. MAKE ADJUSTMENTS
REQUIRED TO PROVIDE PROPER SITE DRAINAGE.

ALL SITE INFORMATION IS BELIEVED TO BE CORRECT, HOWEVER, IT IS ALL CONTRACTORS’ RESPONSIBILITY TO VERIFY ALL ACTUAL SITE CONDITIONS PRIOR TO SUBMITTING A BID.

THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT, SERVICES AND

TRANSPORTATION REQUIRED TO FULLY CARRY OUT THE INTENTIONS OF THE PLANS

AND SPECIFICATIONS AS PART OF THE CONTRACT, WHETHER OR NOT SPECIFICALLY DOCUMENTED. THE CONTRACTOR SHALL PROVIDE EACH ITEM MENTIONED, INDICATED,

OR IMPLIED TO ACHIEVE THE INTENDED BUILDING ACCORDING TO THE METHODS OF BEST CONSTRUCTION PRACTICE. THE DISTRICTS REPRESENTATIVE SHALL BE THE

FINAL JUDGE AS TO THE QUALITY OF THE WORKMANSHIP, AND RESERVES THE RIGHT TO REJECT ANY WORK CONSIDERED INFERIOR.

ALL MANUFACTURED EQUIPMENT AND MATERIALS ARE TO BE INSTALLED ACCORDING TO THE MANUFACTURER’S RECOMMENDATIONS, AND ARE TO BE NEW.

MANUFACTURER’S RECOMMENDATIONS SHALL BE CONSIDERED A PART OF THESE CONTRACT DOCUMENTS AS THOUGH INCLUDED HEREIN.

ALL GRADING SHALL CONFORM TO LOCAL ORDINANCES AND
STANDARDS.

FURNISH ALL EQUIPMENT, MATERIALS, AND LABOR REQUIRED TO

EXECUTE THE WORK AS INDICATED ON THE DRAWINGS, AS

SPECIFIED HEREIN AND AS NEEDED TO COMPLETE THE
CONTRACT.

PROVIDE BARRICADES, LIGHTS, SIGNS AND SAFETY PRECAUTIONS REQUIRED BY GOVERNING CODES AND ORDINANCES.

PROVIDE DUST CONTROL.

Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
18 FIRE STATION 21

p h o n e 8 0 5 6 5 3 - 5 8 0 0

IDEAS
Architecture, Real Estate & Construction

VENTURA COUNTY

VCFD - OJAI

F I R E

DEPARTMENT
Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
19 FIRE STATION 21

p h o n e 8 0 5 6 5 3 - 5 8 0 0

IDEAS
Architecture, Real Estate & Construction

VENTURA COUNTY

VCFD - OJAI

F I R E

p h o n e 8 0 5 6 5 3 - 5 8 0 0

IDEAS
Architecture, Real Estate & Construction

VENTURA COUNTY

VCFD - OJAI

F I R E

p h o n e 8 0 5 6 5 3 - 5 8 0 0

IDEAS
Architecture, Real Estate & Construction

VENTURA COUNTY

VCFD - OJAI

F I R E

p h o n e 8 0 5 6 5 3 - 5 8 0 0

IDEAS
Architecture, Real Estate & Construction

VENTURA COUNTY

VCFD - OJAI

F I R E

ABBREVIATIONS
10 THROUGH 20 50
41 AND ABOVE
31 THROUGH 40
21 THROUGH 30
35 40
45 DERATING TABLE
NEC #310-8 ADJUSTMENT FACTORS
7 THROUGH 9
4 THROUGH 6
70 80

SCOPE OF WORK
a,b,c,d
100AS 60AF
150AT
200AF
3P
3P
3P
35AF
60AS
#10
1 M
3ab
P
#10
#10
#10
#10
J
J
1" CONDUIT MINIMUM IF UNDERGROUND (CONTRACTOR TO PROVIDE

DEDICATED NEUTRALS FOR CIRCUITS WHICH DO NOT HAVE COMMON

CIRCUIT HANDLE TIES ON BREAKERS FEEDING THE CIRCUITS)
M

COLOR CODE FOR CONDUCTORS
PROVIDE CONDUCTOR COLOR CODE AS FOLLOWS:
120/208VAC,3Ø,4W: BLUE,BLACK,RED FOR PHASE CONDUCTORS AND WHITE FOR NEUTRAL, GREEN FOR GROUND. 277/480VAC,3Ø,4W: ORANGE,BROWN,YELLOW FOR PHASE CONDUCTORS AND WHITE FOR NEUTRAL, GREEN FOR GROUND.

A. GENERAL

1. SCOPE
THE DRAWINGS AND THESE GENERAL NOTES DESCRIBE THE SCOPE OF WORK AND SYSTEMS. THE MATERIAL REQUIRED FOR THE WORK SHALL BE CONTRACTOR FURNISHED AND CONTRACTOR INSTALLED, UNLESS SPECIFICALLY NOTED OTHERWISE. THE WORK INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING PRINCIPAL SYSTEMS AND EQUIPMENT. ALL ITEMS NOTED ON THE PLAN WHICH ARE NOT EXPLICITLY STATED AS EXISTING SHALL BE NEW.

2. PERMITS AND CHARGES

OBTAIN AND PAY FOR ALL NECESSARY CONSTRUCTION PERMITS, INSPECTION FEES, AND OTHER CHARGES BY AGENCIES HAVING JURISDICTION.

3. REGULATIONS AND CODES
PROVIDE AND INSTALL ALL MATERIALS IN CONFORMANCE WITH THE 2022 C.E.C., CALIFORNIA ADMINISTRATIVE CODE TITLE 8, AND OTHER CODES AND REGULATIONS HAVING JURISDICTION. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE INSPECTING AUTHORITY AND THE MANUFACTURERS RECOMMENDATIONS.

4. VERIFYING EXISTING CONDITIONS
BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID

PROPOSAL FOR THE WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT WILL BE CONSIDERED AS VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST.

5. COORDINATION
COORDINATE ALL WORK WITH OTHER TRADES. OBTAIN ALL DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL CONNECTION REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT. ELECTRICAL EQUIPMENT LOCATIONS INDICATED ARE SHOWN DIAGRAMMATICALLY, EXACT LOCATION SHALL BE VERIFIED. SCALING OFF OF DRAWINGS SHALL BE DONE AT CONTRACTORS RISK. DO NOT SCALE DEVICES, LIGHTING FIXTURES OR ANY EQUIPMENT FROM PLANS.

LIGHTING FIXTURE QUANTITIES AND LENGTHS SHALL BE CONTRACTORS RESPONSIBILITY. FIXTURES ARE SHOWN FOR CIRCUITING ONLY. CONTRACTOR TO VERIFY SIZES & QUANTITIES PRIOR TO BID.

6. SERVICE CONTINUITY

UNINTERRUPTED EXISTING ELECTRICAL POWER SHALL BE MAINTAINED TO OTHER TRADES FOR TEMPORARY POWER AREAS OF THE SITE DURING CONSTRUCTION. PROVIDE ANY TEMPORARY SERVICES AS MAY BE REQUIRED. IDENTIFY AT BID TIME, ALL WORK TO BE DONE ON PREMIUM TIME AND THE TOTAL OVERTIME MAN-HOURS REQUIRED FOR COMPLETION.

7. AS BUILT

PROVIDE RECORD DRAWINGS IN ACAD TO THE OWNER WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT. RECORD DRAWINGS SHALL BE SIGNED AND DATED BY CONTRACTOR PRIOR TO RELEASE OF FINAL RETENTION OF ALL MONIES.

8. GUARANTEE

CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR.

9. SHOP DRAWINGS
SUBMIT SHOP DRAWINGS AND MATERIAL LIST FOR REVIEW PRIOR TO COMMENCING ANY WORK. ALL EQUIPMENT TO BEAR U.L.

LABEL OR THAT OF ANOTHER ACCEPTABLE TESTING LABORATORY. SHOP DRAWINGS MUST BE STAMPED BY THE CONTRACTOR FOR CONFORMANCE PRIOR TO SUBMITTAL. SUBMIT THREE HARD COPY SETS OF SHOP DRAWINGS FOR REVIEW PRIOR TO

PURCHASING ALL BREAKER MOUNTING HARDWARE, DISCONNECT SWITCHES, FUSES, CONTROLLERS, LIGHTING FIXTURES, LIGHT SWITCHES, RECEPTACLES, ETC.

10. CONTRACTOR BID
CONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOWN ON THE PLANS AND AS SPECIFIED. IF CONTRACTOR PROPOSES TO

SUBSTITUTE FOR EQUIPMENT SPECIFIED, HE SHALL SUBMIT HIS REQUEST FOR CONSIDERATION OF THE OWNER AND ENGINEER PRIOR TO BID IN WRITING. ALL SUBSTITUTIONS MUST BE REVIEWED BY THE ENGINEER IN WRITING. SUCH REVIEW SHALL NOT

RELIEVE THE CONTRACTOR COMPLYING WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, AND THE

CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY CHARGES RESULTING FROM HIS PROPOSED

SUBSTITUTIONS WHICH AFFECT OTHER PARTS OF HIS OWN WORK, THE OWNER, ENGINEER OF RECORD OR THE WORK OF OTHER CONTRACTORS.

B. MATERIAL AND INSTALLATION

ALL WORK AND MATERIAL SHALL CONFORM TO THE LATEST RULES OF THE GOVERNING ELECTRICAL CODE AND INSTALLATION SHALL BE OF THE LATEST INDUSTRY STANDARDS OF WORKMANSHIP.

ALL INSTALLED MATERIALS AND EQUIPMENT SHALL BE LISTED U.L., NRTL OR LISTED AND APPROVED BY AN APPROVED TESTING LABORATORY.

1. CONDUITS
CONDUIT SHALL BE EMT, PVC, IMC, RIGID OR FLEXIBLE STEEL TYPE. CONDUIT SHALL BE MANUFACTURED IN ACCORDANCE WITH UL-1. A GROUND WIRE IS REQUIRED IN ALL FLEXIBLE CONDUIT AND UNDERGROUND CONDUIT. BUSHINGS SHALL BE INSTALLED ON ALL COMMUNICATION, TELEPHONE & SPEAKER CONDUITS. PROVIDE 3/16" NYLON PULL STRING IN ALL EMPTY CONDUITS. NO MC, BX OR AC90 SHALL BE PERMITTED. FLEXIBLE STEEL CONDUIT RUNS SHALL BE LIMITED TO A MAXIMUM LENGTH OF 6 FOOT.

ALL CONNECTIONS SHALL BE COMPRESSION & NOT SCREW TYPE.

2. SWITCHES AND RECEPTACLES
PROVIDE 20AMP NEMA RATED SWITCHES AND RECEPTACLES OF SPECIFICATION GRADE. ALL SWITCHES SHALL BE RATED FOR 120 AND/OR 277 VOLT AND RECEPTACLES SHALL BE NEMA 5-20R. IN ALL OFFICES AND OFFICE AREAS DEVICES SHALL BE DECORA SERIES TYPE WITH COLOR SELECTION BY CONTRACTOR/OWNERS REPRESENTATIVE.

3. FEEDERS AND BRANCH CIRCUITS IDENTIFICATION

IDENTIFY FEEDERS WITH THE CORRESPONDING CIRCUIT DESIGNATION AT THE OVER-CURRENT DEVICE, LOAD END, AND IN PULL BOXES WITH E-Z CODE OR OTHER APPROVED WIRE MARKER. IDENTIFY BRANCH CIRCUITS WITH I.D. MARKERS, THE

CORRESPONDING CIRCUIT DESIGNATION AT THE OVER-CURRENT DEVICE, AT ALL SPLICES, IN JUNCTION BOXES, AND IN OUTLETS. USE PLASTIC COATED SELF-STICKING MARKERS SUCH AS THOMAS & BETTS E-Z CODE FOR IDENTIFICATION OF CONDUCTORS. IDENTIFY SIGNAL & COMMUNICATION CABLES AT TERMINAL AND OUTLET UNIQUELY WITH PERMANENT LABELING.

4. CONDUCTORS
DELIVER ALL CONDUCTORS TO THE JOB SITE IN ORIGINAL UNBROKEN CARTON OR REEL, PROPERLY TAGGED WITH U.L. LABEL, SIZE, TYPE, MANUFACTURER, TRADE NAME AND THE DATE OF MANUFACTURE. (MUST BE MANUFACTURED WITHIN 6 MONTHS) PROVIDE COPPER CONDUCTORS #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. PROVIDE STRANDED COPPER CONDUCTORS FOR ALL WIRING. USE CONDUCTORS WITH 90°C THHN/THWN 600 VOLTS INSULATION, UNLESS OTHERWISE NOTED. CONDUCTOR SIZE NO.1 AWG AND SMALLER WITH 90 DEGREE C INSULATION ARE TO USE THE 60 DEGREE COLUMN OF THE CODE, TABLE 310-16, TO DETERMINE AMPACITY. CONDUCTORS #1/0 AWG AND LARGER WITH 75 DEGREE AND 90 DEGREE INSULATION ARE TO USE THE 75 DEGREE COLUMN OF CODE, TABLE 310-16, TO DETERMINE AMPACITY. (110.14C)

WHERE THE NUMBER OF CONDUCTORS IN A RACEWAY OR CABLE EXCEEDS THREE, THE ALLOWABLE AMPACITY OF EACH CONDUCTOR SHALL BE REDUCED PER TABLE 310.15(B)(3)(a).

5. LIGHTING FIXTURES
PROVIDE LIGHTING FIXTURES WITH ELECTRONIC DRIVERS PER SCHEDULE. NO SUBSTITUTIONS OF FIXTURES SHALL BE PROVIDED WITHOUT THE APPROVAL OF THE ENGINEER -OF-RECORD.

6. PANELBOARDS (BID SQUARE D; PROVIDE EATON & ABB ALTERNATE BID)

DISTRIBUTION AND LIGHTING PANELBOARDS WITHIN PROJECT AREA SHALL BE OF THE COPPER BUS THREE PHASE, FOUR WIRE DISTRIBUTED PHASING TYPE. CIRCUITING SHALL BE ARRANGED TO PROVIDE, AS NEARLY AS POSSIBLE, AN EVENLY BALANCED LOAD ON ALL PHASES. PANELBOARDS SHALL BE BOLT-ON CIRCUIT BREAKER TYPE. AVAILABLE FAULT CURRENT IS STATED ON PANELBOARD SCHEDULE. PROVIDE PANEL IDENTIFICATION NAMEPLATE (ENGRAVED ON-ADHESIVE 1/2" MINIMUM LETTERS) AND TYPEWRITTEN LIST OF CIRCUITS IN THE DIRECTORY FRAME. PROVIDE HINGED PANEL COVERS.

7. STRUCTURAL SUPPORT
EACH SECTION OF FLOOR MOUNTED SWITCHBOARD, DISTRIBUTION BOARD, MCC, ETC. SHALL BE BOLTED TO THE CONCRETE HOUSEKEEPING PAD USING (6) 3/4"-10 GRADE 2 BOLTS AND CONICAL WASHERS TORQUED TO 70LB-FT. PROVIDE MINIMUM 4000 PSI STRENGTH CONCRETE BELOW ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT. TIE THE TOP OF ALL FLOOR MOUNTED ELECTRICAL EQUIPMENT TO THE BUILDING STRUCTURE IN A SEISMICALLY APPROVED MANNER.

8. ELECTRICAL CERTIFICATION
"ELECTRICIANS" PERFORMING WORK ON THIS PROJECT SHALL BE CURRENTLY CERTIFIED IN ACCORDANCE WITH THE STATE OF CALIFORNIA AB931 AND THE DIVISION OF APPRENTISHIP STANDARDS SECTION 3099.

E. COMMUNICATION SYSTEMS

PROVIDE RACEWAYS, AND ALL MATERIAL INCLUDING PULLING CABLE IN EACH RACEWAY AS REQUIRED FOR THE TELEPHONE SYSTEM PER THE TELEPHONE REQUIREMENTS. ALL CAT 6E CABLES SHALL BE TESTED & MEET CURRENT BICSI STANDARDS, A TEST REPORT SIGNED BY A RCCD SHALL BE PROVIDED WITH THE DOCUMENTATION.

F. GROUNDING & BONDING
FURNISH AND INSTALL COMPLETE BONDING AND GROUNDING SYSTEM AS REQUIRED BY CODES. CONTINUITY OF GROUNDING SHALL BE MAINTAINED MECHANICALLY AND ELECTRICALLY THROUGHOUT THE SYSTEM. A GREEN GROUNDING CODE SIZED CONDUCTOR SHALL BE CARRIED IN ALL CONDUITS.

G. INSTALLATION

1. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT A COMPLETE AND WORKABLE ELECTRICAL INSTALLATION BE PROVIDED FOR ALL THE EQUIPMENT DESCRIBED OR SHOWN AS BEING IN THIS CONTRACT. TOWARD THIS END FURNISH ALL LABOR AND TOOLS

NECESSARY AND FURNISH AND INSTALL ALL APPARATUS, MATERIALS AND EQUIPMENT IN A FASHION COMPLYING WITH ALL

APPLICABLE CODES, INCLUDING ITEMS REQUIRED BUT NOT NORMALLY SHOWN, SUCH AS LAMPS, COUPLINGS, HANGERS, BRACKETS, CLAMPS, BOXES, CONNECTORS AND HARDWARE. REFER ALSO TO WRITTEN SPECIFICATIONS FOR GENERAL, MECHANICAL AND ELECTRICAL SECTIONS.

2. PROCURE ALL PERMITS FROM LEGALLY CONSTITUTED AUTHORITIES, ARRANGE FOR ALL INSPECTIONS AND PAY ALL COSTS FOR FEES AND TESTS IN CONNECTION THEREWITH. COMPLY WITH CODES: NOTHING IN THESE PLANS AUTHORIZES DEVIATION FROM APPLICABLE CODES.

3. DETERMINE EXACT ROUTING OF CONCEALED FEEDERS AND BRANCH HOMERUNS IN COOPERATION WITH OTHER TRADES TO SIMPLIFY INSTALLATION WHEREVER POSSIBLE BUT SUBJECT TO APPROVAL OF ARCHITECT FOR VISUAL AND STRUCTURAL REASONS.

4. PROVIDE A CODE APPROVED DISCONNECT SWITCH OR BREAKER WITHIN SIGHT OF EVERY MOTOR AND FEED MOTORS NOT EQUIPPED WITH "BUILT IN" PROTECTION THROUGH A MAGNETIC OR MANUAL STARTER WITH OVERLOAD HEATERS SIZED TO COMPLY WITH MOTOR MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE CODES.

5. FOR CONNECTIONS TO EXHAUST FANS, PUMPS, COMPRESSORS, SPACE HEATERS, WATER HEATERS, AQUASTATS, SOLENOID VALVES

AND OTHER MECHANICAL EQUIPMENT AND FOR CONDUITS AND WIRE REQUIRED BUT NOT NECESSARILY SHOWN ON THESE DRAWINGS REFER TO MECHANICAL PLANS AND DETERMINE EXACT LOCATIONS UNDER DIRECTION OF HEATING AND VENTILATING CONTRACTOR.

6. DO NOT RUN ANY CONDUIT IN SLAB IF ITS OUTSIDE DIAMETER EXCEEDS 1/3 THE THICKNESS OF THE SLAB. LOCATE CONDUITS WITHIN THE MIDDLE OF THE SLAB. WHERE CONDUITS ARE GROUPED IN PARALLEL RUNS, SPACE THEM 3" OR MORE APART. WHERE

CONDUITS CROSS EACH OTHER, THICKEN SLAB PROPORTIONATELY OVER A HORIZONTAL AREA EQUAL TO TEN TIMES THE DIAMETER OF THE LARGEST CONDUIT. REFER ALSO TO DETAILS SHOWN..

7. SIZE OUTLET BOXES IN CONFORMITY WITH CODE FOR NUMBER AND GAUGE OF CONDUCTORS THEREIN, EXCEPT WHERE NOTED TO BE LARGER. MINIMUM BOX SIZE SHALL BE 4" SQUARE BY 1-1/2" DEEP.

8. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE IN STRAIGHT LINES PARALLEL WITH, OR AT RIGHT ANGLES TO, COLUMN LINES OR BEAMS AND SEPARATED BY AT LEAST THREE (3) INCHES FROM WATER LINES WHENEVER THEY RUN LONG SIDE OR ACROSS SUCH LINES. CONDUIT SHALL NOT BE RUN BELOW CABLE TRAYS OR LIGHT FIXTURES WITHOUT SPECIFIC APPROVAL OF THE OWNERS REPRESENTATIVE. HANGERS SHALL BE FASTENED TO STEEL, CONCRETE OR MASONRY, BUT NOT TO PIPING. HANGERS AND SUPPORT SYSTEMS ARE AN INTEGRAL PART OF THE VISUAL ENVIRONMENT. ALL HANGERS AND SUPPORTS EXPOSED TO PUBLIC VIEW MUST BE SHOWN IN DETAIL ON PLANS SUBMITTED TO ENGINEER FOR APPROVAL OF APPEARANCE. ALL

HANGERS MUST BE UNIFORMLY SPACED AND NEATLY INSTALLED WITH NO EXCESS MATERIAL BEYOND WHAT IS REQUIRED FOR THE SUPPORT FUNCTION. CONTRACTOR SHALL SELECT ACCESSORIES AND HARDWARE WITH A SMOOTH, NEAT FINISHED APPEARANCE AND PAINT ALL EXPOSED CONDUIT HANGERS TO MATCH THE ADJACENT FINISHES.

9. ALL RECEPTACLES SHALL BE MOUNTED AT 18" PER ADA REQUIREMENTS UNLESS NOTED OTHERWISE, MEASURED FROM BOTTOM OF BOX.

10. ALL DISTRIBUTION BOARDS, SWITCHBOARDS AND TRANSFORMERS THAT ARE FLOOR MOUNTED SHALL BE MOUNTED ON 2" THICK HOUSEKEEPING PAD. TRANSFORMER SHALL BE ON VIBRATION ISOLATION PADS AND CONNECTED WITH FLEXIBLE CONDUIT.

11. CONTRACTOR SHALL EXAMINE PLANS AND VERIFY IN FIELD LOCATIONS OF ALL FIRE RATED WALLS, CEILINGS AND FLOORS.

CONTRACTOR SHALL SEAL ALL ELECTRICAL SYSTEM PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS AND FLOORS WITH U.L.

LISTED MATERIAL APPROVED BY THE AUTHORITY HAVING JURISDICTION.

12. ALL SWITCHES SHALL BE MOUNTED 36" TO 48" MEASURED FROM BOTTOM & TOP OF BOX RESPECTIVELY.

13. PANEL CIRCUIT DIRECTORY SHALL COMPLY WITH CEC 408.4.

14. PROVIDE 90% COMPACTION OR SAND SLURRY OVER ALL UNDERGROUND CONDUITS, USE ONLY CLEAN FILL.

H. ADDITIONAL NOTES

1. MARKING - UNDERGROUND SYSTEM SHALL BE LEGIBLY MARKED "UNDERGROUND SYSTEM" AT THE SOURCE OR FIRST DISCONNECTING MEANS OF THE SYSTEM. THE MARKING SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. (250.21)(C)

2. PROVIDE SWITCH AND RECEPTACLE HEIGHTS PER STATE OF CALIFORNIA ACCESSIBLE REQUIREMENTS.

3. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE

PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS.

4. FOR FIRE RATED WALL/CEILING PENETRATION AND/OR MEMBRANE PENETRATION, COMPLETE NRTL CLASSIFICATION SHEETS SHALL BE PROVIDED TO THE INSPECTOR AT THE TIME OF INSPECTION FOR THE LISTED RATED ASSEMBLY.

5. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE PANELBOARD WHERE THE BRANCH CIRCUIT ORIGINATES. (210.4)

6. MULTIWIRE BRANCH CIRCUITS SUPPLYING POWER TO THE PARTITION SHALL BE PROVIDED WITH A MEAN TO DISCONNECT SIMULTANEOUSLY ALL UNGROUNDED CONDUCTORS AT THE PANELBOARD WHERE THE BRANCH CIRCUIT ORIGINATES. (605.7)

7. PROVIDE SEPARATE SUBMITTAL; OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND APPROVALS FOR ALL FIRE ALARM SYSTEM INSTALLATIONS AND/OR MODIFICATIONS FROM THE FIRE DEPARTMENT.

8. ALL NEW OVERCURRENT DEVICES INSTALLED IN EXISTING PANELS/SWITCHBOARDS SHALL MATCH THE MAKE, MODEL AND INTERRUPTING CAPACITY OF THE EXISTING OVERCURRENT DEVICES.

9. RACEWAY SEALS. CONDUITS OR RACEWAYS THROUGH WHICH MOISTURE MAY CONTACT LIVE PARTS SHALL BE SEALED OR PLUGGED AT EITHER OR BOTH ENDS.

10. PROVIDE LOCAL DISCONNECTS FOR ALL HARDWIRED EQUIPMENT THAT IS NOT "WITHIN SIGHT" OF THE SOURCE PANEL.

11. MULTIPLE RACEWAYS CONTAINING MORE THAN 3 CURRENT CARRYING CONDUCTORS SHALL COMPLY WITH [2016 CEC, 310.15(B)(2)(A)].

12. THE IDENTIFICATION OF EVERY CIRCUIT OF A PANEL BOARD AND SWITCHBOARD SHALL BE LEGIBLY IDENTIFIED AS TO ITS CLEAR,

EVIDENT, AND SPECIFIC PURPOSE OR USE AND SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS. 2016 C.E.C 408.4 - PROVIDE MORE DETAIL ON PANEL SCHEDULE CIRCUIT DESCRIPTIONS.

13. A SINGLE RECEPTACLE INSTALLED ON AN INDIVIDUAL BRANCH CIRCUIT SHALL HAVE AN AMPERE RATING OF NOT LESS THAN THAT OF THE BRANCH CIRCUIT. INDICATE THE RECEPTACLE RATING. (210.21(B)(1))

14. PROVIDE RECEPTACLE OUTLETS WHEREVER CORD CONNECTED EQUIPMENT WILL BE USED. (210.50(B))

15. WHERE THE DISCONNECTS ARE NOT PROVIDED WITHIN SIGHT FROM THE EQUIPMENT IT SUPPLIES, THE SWITCH OR CIRCUIT BREAKER MUST INCLUDE PROVISIONS FOR ADDING A LOCK, AND THESE PROVISIONS MUST REMAIN WITH THE EQUIPMENT. THESE LOCKING

PROVISIONS HAVE TO BE PART OF THE EQUIPMENT, EITHER INHERENT TO THE EQUIPMENT DESIGN OR AS A ACCESSORY FEATURE THAT CAN BE INSTALLED ON THE EQUIPMENT. [410.141(B), 422.31(B), 424.19, 440.14 EXCEPTION NO. 1, 600.6(A)(2)(3), 620.51(A) EXCEPTION NO. 1, 620.53, 620.55]

16. STANDARD NON-LOCKING STRAIGHT-BLADE RECEPTACLES IN 120- AND 250-VOLT CONFIGURATION AT WET/DAMP LOCATION ARE REQUIRED TO BE LISTED WEATHER-RESISTANT TYPE. [CEC 406.8(A)].

DUPLEX RECEPTACLE, WALL MOUNTED @ +18" AFF TO BOTTOM OF DEVICE, NEMA 5-20R U.O.N.

DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R, WALL MOUNTED @ +18"AFF AT BOTTOM OF DEVICE

CONDUIT RUN CONCEALED ABOVE CEILING OR IN WALLS,

CONDUIT RUN CONCEALED BELOW FLOOR OR UNDERGROUND
2LA 1-3-5,7
3/4"C-2#12 & 1#12 GND
3/4"C-3#12 & 1#12 GND
3/4"C-4#12 & 1#12 GND
3/4"C-5#12 & 1#12 GND
3/4"C-2#10 & 1#10 GND
3/4"C-3#10 & 1#10 GND
3/4"C-4#10 & 1#10 GND
3/4"C-5#10 & 1#10 GND
SEE KEY NOTE #1 AS INDICATED ON DRAWING
SWITCH WITH PILOT LIGHT @ 42"AFF
3-WAY SWITCH, a & b INDICATES LIGHT FIXTURE TO BE SWITCHED (EACH A 3-WAY) MOUNTED @ 42" AFF SWITCH MOUNTED @ +42" AFF

MOTOR RATED SWITCH

CIRCUIT SWITCH LEGS

WALL SWITCHES
DISCONNECT SWITCH, 60AMP SWITCH, 35 AMP FUSE, 3 POLE W/ OVERCURRENT PROTECTION U.O.N. 100A UTILITY METER (OR AS NOTED)
FUSED DISCONNECT SWITCH 100AMP SWITCH RATING WITH 60 AMP FUSES, 3 POLE MOLDED CASE CIRCUIT BREAKER 200 AMP FRAME, 150 AMP TRIP RATING, 3 POLE NEW POWER & COM TO REPLACE EXISTING ANTENNA BUILDING.
(a) MORE THAN THREE CURRENT-CARRYING CONDUCTORS IN A RACEWAY OR CABLE. WHERE THE NUMBER OF CURRENT-CARRYING

CONDUCTORS IN A RACEWAY OR CABLE EXCEEDS THREE, THE ALLOWABLE AMPACITIES SHALL BE REDUCED AS SHOWN IN THE FOLLOWING TABLE:

WHERE SINGLE CONDUCTORS OR MULTICONDUCTOR CABLES ARE STACKED OR BUNDLED LONGER THAN 24 INCHES (610 mm) WITHOUT

MAINTAINING SPACING AND ARE NOT INSTALLED IN RACEWAYS, THE ALLOWABLE AMPACITY OF EACH CONDUCTOR SHALL BE REDUCED AS SHOWN IN THE ABOVE TABLE.

EXCEPTION NO. 1: WHERE CONDUCTORS OF DIFFERENT SYSTEMS, AS PROVIDED IN SECTION 300-3, ARE INSTALLED IN A COMMON RACEWAY OR CABLE, THE DERATING FACTORS SHOWN ABOVE SHALL APPLY TO THE NUMBER OF POWER AND LIGHTING (ARTICLES 210, 215, 220, AND 230) CONDUCTORS ONLY.

EXCEPTION NO. 2: FOR CONDUCTORS INSTALLED IN CABLE TRAYS, THE PROVISIONS OF SECTION 318-11 SHALL APPLY.

EXCEPTION NO. 3: DERATING FACTORS SHALL NOT APPLY TO CONDUCTORS IN NIPPLES HAVING A LENGTH NOT EXCEEDING 24 INCHES (610mm).

EXCEPTION NO. 4: DERATING FACTORS SHALL NOT APPLY TO UNDERGROUND CONDUCTORS ENTERING OR LEAVING AN OUTDOOR TRENCH

IF THOSE CONDUCTORS HAVE PHYSICAL PROTECTION IN THE FORM OF RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT, OR RIGID NONMETALLIC CONDUIT HAVING A LENGTH NOT EXCEEDING 10 FEET (3.05m) ABOVE GRADE AND THE NUMBER OF CONDUCTORS DOES NOT EXCEED FOUR.

EXCEPTION NO. 5: FOR OTHER LOADING CONDITIONS, ADJUSTMENT FACTORS AND AMPACITIES SHALL BE PERMITTED TO BE CALCULATED UNDER SECTION 310-15(b)
(FNC): SEE APPENDIX B, TABLE B-310-11 FOR ADJUSTMENT FACTORS FOR MORE THAN THREE CURRENT-CARRYING CONDUCTORS IN A RACEWAY OR CABLE WITH LOAD DIVERSITY.
(b) MORE THAN ONE CONDUIT, TUBE, OR RACEWAY. SPACING BETWEEN CONDUITS, TUBING, OR RACEWAYS SHALL BE MAINTAINED.

PERCENT OF VALUES IN TABLES AS ADJUSTED

FOR AMBIENT TEMPERATURE IF NECESSARY

NUMBER OF CURRENT-CARRYING

CONDUCTORS
C. DEMOLITION

1. NOTIFY THE OWNER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, AND WHICH IS NOT INDICATED ON THE PLANS.

2. ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE SALVAGEABLE SHALL REMAIN THE PROPERTY OF THE OWNER. DELIVER SUCH

SALVAGED MATERIALS AND EQUIPMENT ON THE PREMISES AS DIRECTED BY OWNER, AND NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. REMOVE FROM PREMISES AND DISPOSE OF ALL MATERIALS CONSIDERED BY THE OWNER TO BE SCRAP.

3. ALL DEVICES, CIRCUITS CONDUCTORS, FEEDERS ETC., WHEN NOTED TO BE REMOVED, SHALL BE REMOVED TO THE LAST ACTIVE DEVICE.

ALL OVER-CURRENT PROTECTION AND DISCONNECT DEVICES NO LONGER UTILIZED BUT REMAINING AS LAST ACTIVE DEVICE SHALL BE LABELED AS 'SPARE'. COORDINATE ALL OUTAGES WITH OWNERS REPRESENTATIVE.

4. DISCONNECT AND MAKE SAFE ALL ELECTRICAL SYSTEMS ON SITE AND IN WALL, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL.

5. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION.

6. REMOVE ABANDONED WIRING TO SOURCE OF SUPPLY AND RE-LABEL DEVICES AS SPARES.

7. REMOVE ABANDONED CONDUIT, INCLUDING ABANDONED CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. CUT CONDUIT FLUSH WITH WALLS AND FLOOR, AND PATCH SURFACES.

8. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED OUTLETS IF CONDUIT SERVICING THEM IS ABANDONED AND REMOVE. PROVIDE BLANK COVER FOR ABANDONED OUTLETS WHICH ARE NOT REMOVED.

9. DISCONNECT AND REMOVE ABANDONED LUMINAIRES. REMOVE BRACKETS, STEMS, HANGERS, AND OTHER

10. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK

11. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS WHICH REMAIN ACTIVE. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL AS APPROPRIATE.

12. BEGINNING OF DEMOLITION MEANS CONTRACTOR ACCEPTS EXISTING CONDITIONS.

A AMPERES

AF AMP FRAME/AMP FUSE

AFC AVAILABLE FAULT CURRENT

AFF ABOVE FINISHED FLOOR

AIC AMP INTERRUPTING CURRENT

ARCH ARCHITECT

AS AMP SWITCH

ASTM AMERICAN SOCIETY OF

TESTING MATERIAL(S)

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAGE

BKBD BACKBOARD

BW BOTH WAYS

C CONDUIT OR CEILING

CB CIRCUIT BREAKER

CONT CONTINUATION

CKT CIRCUIT

CLG CEILING

CO CONDUIT ONLY

COM COMMUNICATIONS

CTV CABLE TELEVISION
(CU) COPPER

CW COLD WATER PIPE

DIS DISCONNECT

DS DISCONNECT SWITCH

DWG DRAWING

ECD ELECTRICAL CONTRACTOR

EM EMERGENCY LIGHT/FEEDER

EMT ELECTRICAL METAL TUBING

EOR ENGINEER OF RECORD

EPR ETHYLENE PROPYLENE RUBBER

ERMS ENERGY REDUCTION METHOD
SWITCH

EVCS ELECTRIC VEHICLE CHARGING

STATION
(F) FRONT

FA FIRE ALARM

FS SHALLOW FLOOR BOX

FT FEET

GC GENERAL CONTRACTOR

GFI GROUND FAULT INTERRUPTER

GND GROUND

HP HORSEPOWER

ID IDENTIFICATION

IDF INTERMEDIATE DISTRIBUTION
FRAME

IG ISOLATED GROUND

JB JUNCTION BOX
K KILO
KVA KILO VOLT AMPS=1000VA

LC LIGHTING CONTACTOR

LCL LONG CONTINUOUS LOAD

LV LOW VOLTAGE

M METER

MC METAL CLAD

MDF MAIN DISTRIBUTION FRAME
MIN. MINIMUM

MTD MOUNTED

MTB MAIN TELEPHONE BACKBOARD

MTG MOUNTING

MV MEDIUM VOLTAGE

MH MAN HOLE

MFG MANUFACTURER

NEC NATIONAL ELECTRICAL CODE
(N) NEW

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NC NORMALLY CLOSED

OH OVERHEAD

P POWER OR POLE

PBO PROVIDED BY OTHERS

PNL PANEL

PV PHOTO VOLTAIC
(R) REMOVED

RGS RIGID GALVANIZED STEEL

CONDUIT

RM ROOM

SN SYSTEM NEUTRAL

SPD SURGE PROTECTION DEVICE

TC TIME CLOCKS

TTB TELEPHONE TERMINAL BOARD

TTC TELEPHONE TERMINAL CABINET

TR TRANSFORMER

TVSS TRANSIENT VOLTAGE SURGE

SUPPRESSOR

TYP TYPICAL

UG UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UNSW UNSWITCHED

V VOLTS/VOLTAGE

VA VOLT AMPS

VD VOLTAGE DROP

W WATTS/WATTAGE OR WIRE

WP WEATHERPROOF

W/ WITH
(X) EXISTING
ɸ PHASE

T TRANSFORMER
JUNCTION BOX (CEILING MTD.) SIZE PER TABLE AND NEC ARTICLE 314 JUNCTION BOX (WALL MTD.) SIZE PER TABLE AND NEC ARTICLE 314 THERMOSTAT - 36" TO 48" AFF, BOTTOM & TOP OF BOX RESPECTIVELY 4'X8'X3/4" TELEPHONE BACKBOARD, MARINE PLYWOOD AND PAINTED WITH FIRE RESISTANT PAINT, PER OWNERS REPRESENTATIVE.

BRANCH CIRCUIT PANELBOARD - 240/120V, 1Ø, 3W.

FLEXIBLE CONDUIT (WITH GROUND CONDUCTOR, PROVIDE LIQUID TIGHT CONDUIT IN ALL

EXPOSED AREAS)
HASH MARKS INDICATE QUANTITY OF #12 CONDUCTORS. NO HASH MARKS INDICATE (2)#12AWG. (PROVIDE GROUND CONDUCTOR IN ALL CONDUITS.)

WHERE NO NUMBER IS INDICATED, THE CONDUCTORS ARE
#12AWG(MIN.) CONDUIT SIZE IS AS REQUIRED BY ELECTRICAL CODE. (3/4" CONDUIT MINIMUM).

INDICATES A HOMERUN TO PNL 2LA, CKTS 1-3-5 WITH SHARED NEUTRAL & CKT 7 WITH DEDICATED NEUTRAL.

SITE/AREA MAP

E ELECTRICAL CIRCUIT

LIST OF APPLICABLE CODES
T

LIST OF APPLICABLE CODES
2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24 CCR 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CCR 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR 2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 CCR
2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR
2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR
2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 CCR TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

APPLICABLE STANDARDS

FOR A LIST OF APPLICABLE STANDARDS,

INCLUDING CALIFORNIA AMENDMENTS TO

THE NFPA STANDARDS, REFER TO CBC
CHAPTER 35 AND CFC CHAPTER 80.

LIST OF DRAWINGS
E100 GENERAL NOTES, ABBREVIATIONS, SYMBOLS & DRAWING LIST E140 SITE ELECTRICAL PLAN
E200 ELECTRICAL SINGLE LINE DIAGRAM
E201 ELECTRICAL PANEL SCHEDULES
E401 POWER PLAN
E402 ELECTRICAL DETAILS
E403 ELECTRICAL DETAILS
SHEET # SHEET DESCRIPTION SHEET # SHEET DESCRIPTION
C. EXECUTION

1. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED

SURFACES, LIMIT DAMAGE TO THE CONFINES AS MUCH AS POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK.

2. EQUIPMENT, MATERIALS AND SUPPLIES REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY.

3. DO ALL DRILLING, CUTTING, CHANNELING AND PATCHING REQUIRED TO INSTALL ELECTRICAL WORK AS INDICATED OR HEREIN SPECIFIED. ALL HOLES, CURBS, ETC., IN FLOORS, CEILINGS AND WALLS SHALL BE PATCHED, UNLESS INDICATED OTHERWISE. PAINT ALL NEW ELECTRICAL RACEWAYS, CABINETS, ENCLOSURES AND FITTINGS PENETRATING INTO FIRE RATED ENVELOPES, SPACES, ETC.

4. ALL CONDUIT RUNS SHALL BE CONCEALED, UNLESS SHOWN OTHERWISE. PROVIDE A PULL WIRE IN ALL EMPTY CONDUITS.

5. EXISTING CONDITION SHOWN IS FROM AVAILABLE RECORD DRAWINGS AND VISUAL FIELD SURVEY AND SHOWN FOR REFERENCE ONLY.

CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITION AT SITE.

6. ALL WORK SHOWN IS NEW UNLESS SPECIALLY INDICATED AS EXISTING (X). ALL ELECTRICAL EQUIPMENT MOUNTING AND ANCHORAGE MUST CONFORM WITH LOCAL AND STATE SEISMIC CODES.

N
DRAWN:

CHECKED:

DATE:

SCALE:

JOB NO.

SHEET:

OF: SHEETS: PROJECT: SHEET TITLE:

K. LUCCI

AS NOTED
24-907
L.K. / D.S. / I.T.

L.A.I.# 24-907 PAPER SIZE 36"x24" Drafter:CM02 Paper Size: 12,9 Drawing:G:\24\907\EL\Sheets\24-907 E100.dwg Apr 28, 2025, 3:29pm Attached XREFS: XREF:G:\24\907\EL\Xrefs\24-907TB.dwg DRAFTER: CM02 DRAWING FILENAME: 24-907 E100 PATHNAME: G:\24\907\EL\Sheets DATE: 28 April 2025 TIME: 3:29 pm Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission. PLOT DATE: 4/28/2025 3:29:00 PM DRAWING: G:\24\907\EL\Sheets\24-907 E100.dwg PLOT BY: CM02 SAVE DATE: 4/28/2025 3:28:20 PM 04/28/2025 COUNTY OF VENTURA FIRE STATION 21 1201 EAST OJAI AVE. OJAI, CA. 93023 STAMP
REV# DATE
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. CONSULTING ELECTRICAL ENGINEERS 3251 CORTE MALPASO, #511 CAMARILLO, CA 93012-8094 (805) 389-6520 FAX (805) 389-6519 LUCCI & ASSOCIATES, INC. reserve their commonlaw copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner whatsoever without first obtaining the expressed written permission and consent of LUCCI & ASSOC. INC nor are they to be assigned to any third party without obtaining said written permission and consent.

GISTERED PROFESSIONAL ENGIN
E
ER

STATE OF CALIFORNIA
KEN ETH W. LUC I Exp. 09/30/2026
No. E 8340

ELEC T RICAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS & DRAWING LIST E100
Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
24 EXISTING

LANDSCAPE

DAY ROOM

MEN R/R
HALL 2

UNISEX R/R

DAY ROOM
BDRM 2 SHOP

LAUNDRY ROOM
ELECT
HALL 1

KITCHEN
BDRM 3
BDRM 1
OFFICE 1
ENTRY

EXISTING

LANDSCAPE

EXISTING

CONCRETE

DRIVEWAY

EXISTING H/C
SIGNS

EXISTING

LANDSCAPE

EXISTING

CONCRETE

DRIVEWAY

EXISTING

LANDSCAPE
FIRE STATION 21 APPARATUS BAY

EXISTING

CONCRETE

DRIVEWAY
WH

AUTO GATE

EXISTING

PARKING
(N) SAND
(E) TRASH
(N)

MODULAR
FOR

ANTENNA (E) FUEL

DIRT AREA

EXISTING STORAGE

SHED, U OCCUPANCY

NON-SPRINKLERD

EXISTING RECENTLY

EXISTING PERMITTED FITNESS BUILDING

HOSE RACK

EXISTING STORAGE

SHED, U OCCUPANCY

NON-SPRINKLERD

EXISTING CONCRETE DRIVEWAY (E) ENG

EXISTING DIESEL FUEL STORAGE TANK

W/ BOLLARDS EXISTING BOLLARDS TO REMAIN
NEW 60 FT. LATTICE TOWER W/ANTENNAS

AND CONCRETE FOUNDATION, DEMO

FOUNDATION PER SOILS REPORT

EXISTING UG UTILITIES TRENCH TO REMAIN
NEW PULL BOXES BY CONTRACTOR PER E401

EXISTING CMU FENCE
EXISTING 30 KW DIESEL GENERATOR W/ BOLLARDS EXISTING BOLLARDS TO REMAIN

NEW CONCRETE ENTRY LANDING

NEW PREFAB COMM MODULAR ON NEW CONCRETE FOUNDATION

HVAC WITH DRYWELL

DEMO THIS AREA FOR NEW

CONSTRUCTION REPLACE
(E) DRIVEWAY

EXISTING TOWER

TO BE REMAIN

FOR EXISTING UG UTILITIES

REFER TO REPORT BY GPRS

NEW ENTRY PORT FROM ANTENNA WITH

COPPER BUS BAR & CABLE TRAY
NEW 5 STEEL BOLLARDS REFER
TO DETAIL ON SHEET A-3.1

NEW UG TRENCH OR HORIZONTAL BORE WITH

CONDUITS, REPLACE (E) DRIVEWAY PER ARCH PLANS
NEW PULL BOXES BY CONTRACTOR PER E401
(VERIFY LOCATION WITH MODULAR MFG.)
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DRAWN:

CHECKED:

DATE:

SCALE:

JOB NO.

SHEET:

OF: SHEETS: PROJECT: SHEET TITLE:

K. LUCCI

AS NOTED
24-907
L.K. / D.S. / I.T.

L.A.I.# 24-907 PAPER SIZE 36"x24" Drafter:CM02 Paper Size: 12,9 Drawing:G:\24\907\EL\Sheets\24-907 E140.dwg Apr 28, 2025, 3:29pm Attached XREFS: XREF:G:\24\907\EL\Xrefs\24-907TB.dwg XREF:G:\24\907\AR\Xrefs\A1-SET2.dwg XREF:G:\24\907\AR\Xrefs\A1-1.dwg DRAFTER: CM02 DRAWING FILENAME: 24-907 E140 PATHNAME: G:\24\907\EL\Sheets DATE: 28 April 2025 TIME: 3:29 pm Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission. PLOT DATE: 4/28/2025 3:29:02 PM DRAWING: G:\24\907\EL\Sheets\24-907 E140.dwg PLOT BY: CM02 SAVE DATE: 4/28/2025 3:15:55 PM 04/28/2025 COUNTY OF VENTURA FIRE STATION 21 1201 EAST OJAI AVE. OJAI, CA. 93023 STAMP
REV# DATE
.
. DESCRIPTION
.
.
.
.
.
.
.
.
.
.
.
. CONSULTING ELECTRICAL ENGINEERS 3251 CORTE MALPASO, #511 CAMARILLO, CA 93012-8094 (805) 389-6520 FAX (805) 389-6519 LUCCI & ASSOCIATES, INC. reserve their commonlaw copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner whatsoever without first obtaining the expressed written permission and consent of LUCCI & ASSOC. INC nor are they to be assigned to any third party without obtaining said written permission and consent.

GISTERED PROFESSIONAL ENGIN
E
ER

STATE OF CALIFORNIA
KEN ETH W. LUC I Exp. 09/30/2026
No. E 8340

ELEC T RICAL SITE ELECTRICAL PLAN
E140
SHEET NOTES:

1. VERIFY LOCATION OF ALL BUILDINGS ON ARCHITECTURAL PLANS.

2. CONTRACTOR SHALL VERIFY LOCATION AND REQUIREMENTS OF ALL ELECTRICAL DEVICES PRIOR TO BID. ROUGH-IN AND INSTALLATION.

3. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY TRENCHING. CONTRACTOR SHALL PROTECT ALL EXISTING/REMAINING UNDERGROUND UTILITY SYSTEMS IN PLACE. CONTRACTOR SHALL REPAIR ANY UTILITY SYSTEM DAMAGED DURING CONSTRUCTION.

4. ALL CONDUIT 90° CONDUIT BENDS AND RISERS SHALL BE PVC SCHEDULE 80

5. MINIMUM CONDUIT BURIAL DEPTH IS 24".

6. CONTRACTOR TO PROVIDE GROUND CONDUCTORS IN ALL CONDUITS.

7. 1" CONDUIT MINIMUM UNDERGROUND.

8. COORDINATE WORK WITH OTHER TRADES. OBTAIN ALL DRAWINGS THAT

WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL

CONNECTIONS, DEVICES, AND WIRING REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT.

9. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED

TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS

RECOMMENDATIONS, PER THE NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION.

SCALE: E140
ELECTRICAL SITE PLAN 1
1"=10'-0" -
- 0
SCALE: 1"=10'
10 20
N
Drafter: CM01: G:\24\907\EL\Sheets\24-907 E140.dwg: DATE: APR 25, 2025 TIME: 3:14 PM

EXISTING
SEE E401 FOR NEW CONDUIT & FEEDERS/CABLING
(X) ANTENNA RACK

PANEL B (X)
(X) PANEL A
(X) PANEL C
(X) GENSET ATS
(X) 400A 120/240 VAC, 1Ø,
3W METER MAIN WITH
100A/2P TO ANTENNA
CENTER & 200A/2P TO ATS

PLEASE NOTE

NEW PULLBOX & CONDULET

EXISTING GENERATOR DISCONNECT

EXISTING
Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
25 M
400AF
2P
SCE 2

UNDERGROUND FEEDER
SCE 223000-007706
METER MAIN ON EAST SIDE OF FS-21
1 2
200A
2P
100A
2P

TO EXERCISE BLDG
AFC = 22KA
3 (X) ELECT METER/MAIN
ADDRESS 1201 EAST OJAI AVENUE
OJAI, CA 93023
200A, 120/240V, 1 PHASE 3W
200AF
200AT
2P

METER REMOVED
MS
SERIES COMBINATION, 65 AIC RATED
(X) 2" CONDUIT & FEEDER 5
(X) UFER
#4
(X) GENERATOR
30KW/37, 51KVA
150A, 120/240V,1 PHASE 3W
7 (X) 2" CONDUIT . 5
(X) AUTOMATIC 200 AMP TRANSFER SWITCH 6
1 2
(N)
100A
2P
3 4 5 6 7 8
B
(X) PANEL
A
(X) PANEL
(E) PANEL C, 200A, 120/240 VAC, 1P, 3W
#4
(X) 2" CONDUIT 8
(X)
70A
2P
90A
2P
30A
2P
50A
2P
20A
2P
20A
1P
15A
2P
9 40A
2P

EXCAVATOR DRYER

EAST WALL

RECEPTACLE

PV SOLAR
SYSTEM
(N) PULL BOXES WP 11
(N) PULL BOXES WP 11
NEW #4 UFER 13

INTERIOR

EXTERIOR
#4

INTERIOR

EXTERIOR

SHELTER COMES WITHIN
(N) UG 2" CONDUIT (3) #1,
(1) #6 GROUND RUN WITH OTHER
CONDUITS REFER TO E401
10 (N) 2" CONDUIT WITH 3 #1, (1) #6 GROUND 10
(N) SUBPANEL 'CS' LOAD CENTER 100A, 120/240V,
1Ø, 3W, 18 POSITION (INTERIOR TO MODULAR)

PROVIDED WITH MODULAR
AFC LESS THAN 10KA
12 120/240VAC, 1Ø, 3W
120/240VAC, 1Ø, 3W
AC 1
(X)
AC 2
(X)
200A @ 120/240VAC, 1Ø, 4W, 22 KAIC
(X) (X) (X) (X) (X) (X) (X)

EXISTING
X

LOCKABLE
DRAWN:

CHECKED:

DATE:

SCALE:

JOB NO.

SHEET:

OF: SHEETS: PROJECT: SHEET TITLE:

K. LUCCI

AS NOTED
24-907
L.K. / D.S. / I.T.

L.A.I.# 24-907 PAPER SIZE 36"x24" Drafter:CM02 Paper Size: 12,9 Drawing:G:\24\907\EL\Sheets\24-907 E200.dwg Apr 28, 2025, 3:29pm Attached XREFS: XREF:G:\24\907\EL\Xrefs\24-907TB.dwg DRAFTER: CM02 DRAWING FILENAME: 24-907 E200 PATHNAME: G:\24\907\EL\Sheets DATE: 28 April 2025 TIME: 3:29 pm Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission. PLOT DATE: 4/28/2025 3:29:05 PM DRAWING: G:\24\907\EL\Sheets\24-907 E200.dwg PLOT BY: CM02 SAVE DATE: 4/28/2025 2:15:33 PM 04/28/2025 COUNTY OF VENTURA FIRE STATION 21 1201 EAST OJAI AVE. OJAI, CA. 93023 STAMP
REV# DATE
.
. DESCRIPTION
.
.
.
.
.
.
.
.
.
.
.
. CONSULTING ELECTRICAL ENGINEERS 3251 CORTE MALPASO, #511 CAMARILLO, CA 93012-8094 (805) 389-6520 FAX (805) 389-6519 LUCCI & ASSOCIATES, INC. reserve their commonlaw copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner whatsoever without first obtaining the expressed written permission and consent of LUCCI & ASSOC. INC nor are they to be assigned to any third party without obtaining said written permission and consent.

GISTERED PROFESSIONAL ENGIN
E
ER

STATE OF CALIFORNIA
KEN ETH W. LUC I Exp. 09/30/2026
No. E 8340

ELEC T RICAL ELECTRICAL SINGLE LINE DIAGRAM
E200
NOT USED.

EXISTING UTILITY COMPANY TRANSFORMER (OFFSITE).

EXISTING METER/MAIN, 400A, 120/240V, 1-PHASE, 3 WIRE.

EXISTING ELECTRICAL UNDERGROUND CONDUITS EXTENDING TO ELECT METER.

EXISTING (1) 2" CONDUIT (3) #3/0 & (1) #6 GRD.

EXISTING AUTOMATIC TRANSFER SWITCH, 200A, 120/240V, 1-PHASE, 3 WIRE.

EXISTING OUTDOOR 30 KW DIESEL GENERATOR 150A, 120/240V, 1-PHASE 3 WIRE.

EXISTING (1) 2" CONDUIT (3) #3/0 & (1) #6 GRD.

EXISTING MAIN PANEL 'C', 200A, 120/240V, 1 PHASE, 3 WIRE.

NEW UNDERGROUND ELECTRICAL UTILITY TRENCH FOR ELECT, DATA, COAX & TELCO: · (1) 2" SCHD 40 PVC CONDUITS WITH SCHD 80 LONG SWEEPS WITH (3) #1, AND (1) #6 GRD. FROM C5 PANEL TO PANEL C. · (2) 1.25" CONDUITS FOR AUDIO/CALL SYSTEM & 2 CAT 5E GELL FILLED TO IT, RACK & TERMINATE PER OWNERS REQUIREMENTS. · (2) 2" CONDUITS FOR FUTURE (STUB UP ABOVE GRADE & CAP). · (1) 4" CONDUIT FOR ANTENNA COAXIAL CABLE WITH LONG SWEEPS. - PROVIDE 3/8" PULL CORDS (LABELED AT BOTH ENDS).
- REFER TO TRENCH DETAIL E600.

NEW W.P. L,BOXES FOR ELECT AND TELCO MOUNTED TO COM SHELTER AND FIRE STATION BLDG.

NEW ELECTRICAL MAIN PANEL LOAD CENTER 100A, 120/240, 1-PHASE 3W, 18 POSITION, WITH SURGE PROTECTOR, INSIDE SHELTER, FURNISHED BY SHELTER MFGR.

NEW BUILDING UFER GROUND & .75" x 10'-0" GROUND ROD, VERIFY FOR QUALITY OF GROUND TO MEET 5 OHMS EARTH RESISTANCE MINIMUM STANDARDS, ADD ADDITIONAL RODS AS REQUIRED.

KEY NOTES:
2 3
1 4
5 6
7 8
9 10
11 12
13 SCALE: E200
ELECTRICAL SINGLE LINE DIAGRAM 1
NONE -
-
ALL ITEMS SHOWN ARE EXISTING UNLESS NOTED AS NEW.

1. MODULAR SERVICE POWER SHALL BE 1000A, 120/240V, 1 PHASE 3W (10 KA RATED).

2. PROVIDE A MIN. 36" WIDE X 6'-8" HIGH WORK CLEARANCE IN FRONT OF PANELS/SERVICE EQUIPMENT.

3. ALL BREAKERS IN THE PANEL ARE RATED 10,000 RMS SYMMETRICAL AMPS, 240V.

4. ALL WIRING SHALL BE RATED FOR 90°C.

5. CONDUIT REQUIREMENTS (TYP., U.N.O.): UNDERGROUND: PVC (SCHED. 40 WITH 80 BENDS)

6. INDOOR: EMT (RGS IN TRAFFIC AREAS) OUTDOOR (ABOVE GRADE): RGS (PROJECTED AT GRADE & SCOTCH WRAPPED).

SHEET NOTES:

LOAD SUMMARY PANEL C

DESCRIPTION

EXISTING LOAD

NEW LOAD PANEL 'CS'

NEW TOTAL LOAD
LOAD

30.45 KVA

5.3 KVA

35.7 KVA = 145A @ 120/240VAC
Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
26 DRAWN:

CHECKED:

DATE:

SCALE:

JOB NO.

SHEET:

OF: SHEETS: PROJECT: SHEET TITLE:

K. LUCCI

AS NOTED
24-907
L.K. / D.S. / I.T.

L.A.I.# 24-907 PAPER SIZE 36"x24" Drafter:CM02 Paper Size: 12,9 Drawing:G:\24\907\EL\Sheets\24-907 E201.dwg Apr 28, 2025, 3:29pm Attached XREFS: XREF:G:\24\907\EL\Xrefs\24-907TB.dwg DRAFTER: CM02 DRAWING FILENAME: 24-907 E201 PATHNAME: G:\24\907\EL\Sheets DATE: 28 April 2025 TIME: 3:29 pm Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission. PLOT DATE: 4/28/2025 3:29:07 PM DRAWING: G:\24\907\EL\Sheets\24-907 E201.dwg PLOT BY: CM02 SAVE DATE: 4/28/2025 10:01:11 AM 04/28/2025 COUNTY OF VENTURA FIRE STATION 21 1201 EAST OJAI AVE. OJAI, CA. 93023 STAMP
REV# DATE
.
. DESCRIPTION
.
.
.
.
.
.
.
.
.
.
.
. CONSULTING ELECTRICAL ENGINEERS 3251 CORTE MALPASO, #511 CAMARILLO, CA 93012-8094 (805) 389-6520 FAX (805) 389-6519 LUCCI & ASSOCIATES, INC. reserve their commonlaw copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner whatsoever without first obtaining the expressed written permission and consent of LUCCI & ASSOC. INC nor are they to be assigned to any third party without obtaining said written permission and consent.

GISTERED PROFESSIONAL ENGIN
E
ER

STATE OF CALIFORNIA
KEN ETH W. LUC I Exp. 09/30/2026
No. E 8340

ELEC T RICAL ELECTRICAL PANEL SCHEDULES
E201
ENGINE ROOM CEILING RCPT.

DORM RCPT.

KITCHEN OUTLET E. WALL
ELEC. & SHOP RCPT.

ENGINE ROOM RCPT. E. WALL
A.C. BLOWER #1
A.C. BLOWER #2

KITHCEN, HALL, & LOCKERS LTG

FUEL PUMP LIGHT

CONTROL & CHIME TRANSFORMER

PUMP MOTOR

COMM ROOM OUTLETS

CHARGER

CHARGER
.
.
.
.
.
.
. .
.
.
.
.
.
. KITCHEN
OFFICE

ENGINE ROOM LIGHTS

OFFICE & OUTSIDE LIGHTS

DIESEL PUMP

KITCHEN
A.C. BLOWER #1
DORM & BATH RCPT.

GARBAGE DISPOSER

FREEZER
ENGINE RM, ELEC. & SHOP LIGHTS

DAYROOM, BATH & HALL LIGHTS

PHASE A

PHASE A PHASE B
L
C
L L
L
C
L
I
E
T
C
P
T
R L
I
E
T
C
P
T
R
S
C
I
M
TOTAL VOLT AMPS: PHASE B
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 41
39 37
35 33
31 29
27 25
23 21
19 17
15 13
11 9
7 5
3 1
TOTALS
TOTAL AMPS:

TOTALS

CKT PHASE A B POLE AMP

LOAD(VA) BRKR

CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION

BRKR LOAD(VA)

AMP POLE A B CKT
L.C.L. VOLT AMPS: PHASE B
A.I.C.

PANEL LOCATION
SOURCE

PANEL NUMBER VOLTAGE

BUS AMPERE RATING
S
C
I
M
200
220

PHASE WIRE
120/240 1 3
10K
1200
800
360
200
500
500
540
500
350
700
200
1500
.
.
.
.
.
.
. .
.
.
.
.
.
. 700
700
720
250
50 150
600
600
600
540
540
360
250
540
NEMA 1 COPPER BUSS

SURFACE MOUNTING
A B
3370 4400 2850 3750
6220
52 . 66 . 8150
. . . 60
14370
.

PANEL C
ELECTRICAL ROOM 100
AC 1
AC 1
AC 2
AC 2

PANEL A

BLOCK HEATER

SOLAR SYSTEM
ANTENNA MODULAR . ANTENNA MODULAR
. EAST WALL RECEPTACLE

PANEL B

PANEL B
DRYER
DRYER

EXTRACTOR

PHASE A

PHASE A PHASE B
L
C
L L
L
C
L
I
E
T
C
P
T
R L
I
E
T
C
P
T
R
S
C
I
M
TOTAL VOLT AMPS: PHASE B
20 18
16 14
12 10
8 6
4 2
19 17
15 13
11 9
7 5
3 1
TOTALS
TOTAL AMPS:

TOTALS

CKT PHASE A B POLE AMP

LOAD(VA) BRKR

CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION

BRKR LOAD(VA)

AMP POLE A B CKT
L.C.L. VOLT AMPS: PHASE B
A.I.C.

PANEL LOCATION
SOURCE

PANEL NUMBER VOLTAGE

BUS AMPERE RATING
S
C
I
M
300
300

PHASE WIRE
120/240 1 3
10 KAIC
1500
1500
4900
2950
.
. 2600
2700
.
.
. 800
8150
6220
2500
2500
1000
1000
NEMA 1 COPPER BUSS

MAIN LUGS ONLY

SURFACE MOUNTING
A B
9300 7450 10520 11650
19820
165
. 160 . 19100
. . . 162
38920
.

C
MS VIA 200A CB AT METER & ATS
ELECTRICAL ROOM 200
Drafter: CM01: G:\24\907\EL\Sheets\24-907 E201.dwg: DATE: APR 25, 2025 TIME: 8:30 AM SPARE
KITCHEN RCPT. W. WALL
KITHCEN RCPT. N. WALL
OFFICE RCPT.

WASHER
SHOP RCPT.

HOSE RACK LIGHTS

HOSE RACK
. SPARE

EXTERIOR REAR LIGHT
SPARE

ENGINE ROOM OVER HEAD LIGHT
SPARE

SPARE SPARE
SPARE

ENGINE ROOM OVER HEAD LIGHT
OFFICE & EXTERIOR LT.

SPARE

AIR HOSE

AIR HOSE
DORM & SHOP RCPT.

ENGINE ROOM RCPT. S. & W. WALL
OFFICE RCPT.

EXHAUST FAN & OUTLET N. WALL
KITCHEN RCPT. E. WALL

GENERATOR BATTERY CHARGER

GENERATOR BLOCK HEATER

PHASE A

PHASE A PHASE B
L
C
L L
L
C
L
I
E
T
C
P
T
R L
I
E
T
C
P
T
R
S
C
I
M
TOTAL VOLT AMPS: PHASE B
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 29
27 25
23 21
19 17
15 13
11 9
7 5
3 1
TOTALS
TOTAL AMPS:

TOTALS

CKT PHASE A B POLE AMP

LOAD(VA) BRKR

CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION

BRKR LOAD(VA)

AMP POLE A B CKT
L.C.L. VOLT AMPS: PHASE B
A.I.C.

PANEL LOCATION
SOURCE

PANEL NUMBER VOLTAGE

BUS AMPERE RATING
S
C
I
M
250
1000
PHASE WIRE 120/240 1 3
10K
360
360
360
360
360
500
500
. 360
200
200
.
. .
. 200
. 100
.
. 200
200
360
900
360
360
. 360
NEMA 1 COPPER BUSS

MAIN LUGS ONLY

SURFACE MOUNTING
A B
3140 1670 1760 1280
4900
41 . 25 . 2950
. . . 33
7850
.

PANEL C
ELECTRICAL ROOM 100

ENGINE ROOM OVER HEAD LIGHT
1 20
1 30
2 20
1 20
1 20
1 20
20 1
20 1
20 1
20 1

MAIN LUGS ONLY
1 20
1 60
20 1
DORM RCPT. LITE (LOW VOLT SWITCH)
A.C. BLOWER #2
2 20
2 40
2 70
1 20
2 30
2 50
2 90
2 15
20 1

SOLAR SYSTEM
1 20
20 1
20 1
2 100
-B AC

NEW LOAD & CB TO

MATCH EXISTING

TYPE & AIC RATING
Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
27 EXISTING

LANDSCAPE

DAY ROOM

MEN R/R
HALL 2

UNISEX R/R

DAY ROOM
BDRM 2 SHOP

LAUNDRY ROOM
ELECT
HALL 1

KITCHEN
BDRM 3
BDRM 1
OFFICE 1
ENTRY

EXISTING

LANDSCAPE
FIRE STATION 21 APPARATUS BAY

EXISTING

CONCRETE

DRIVEWAY
WH

AUTO GATE

EXISTING

PARKING
(N) SAND
(E) TRASH
(N)

MODULAR
FOR

ANTENNA (E) FUEL

DIRT AREA

SHED, U OCCUPANCY

NON-SPRINKLERD

EXISTING RECENTLY

EXISTING PERMITTED FITNESS BUILDING

HOSE RACK

EXISTING STORAGE

SHED, U OCCUPANCY

NON-SPRINKLERD

EXISTING CONCRETE DRIVEWAY (E) ENG

EXISTING BOLLARDS TO REMAIN TYPICAL

NEW UNDERGROUND ELECTRICAL & TELCO
(X) GENERATOR AUTOMATIC TRANSFER SWITCH CONDUITS SEE 3/E402 EXISTING 400A, 120/240VAC, 1Ø, 3W
SERVICE ENTRANCE WITH (1) 100A/2P
FEEDING FITNESS CENTER & (1)
200A/2P FEEDING PANEL C VIA MS

EXISTING DIESEL GENERATOR W/ BOLLARDS

NEW UFER GROUND
NEW PULL BOXES FOR ELECTRICAL & TELCO SEE 1/E402

NEW PANEL 'CS'
E
E
E
E
E
E
E E
E E

E E E E E E

E E E E
E
E
ATS
TELCO

PANEL A

PANEL B

PANEL C

EXISTING

PANEL MS
200A/2P CB

EXISTING UG UTILITIES (FIELD VERIFY)

ROUTE (N) CONDUITS HIGH

ON WALL & CEILING AS

REQUIRED FOLLOW (E)

CONDUITS
BEFORE YOU DIG! CALL DIG ALERT, THERE ARE
A LOT OF (E) UTILITIES IN THIS AREA.
7 13
12 11
10 3
11 3
6 9

EXISTING UNDERGROUND UTILITIES
ELECTRICAL & TELCO CONDUITS 4
(X) GENSET DISCONNECT

EXISTING FEEDER
DRAWN:

CHECKED:

DATE:

SCALE:

JOB NO.

SHEET:

OF: SHEETS: PROJECT: SHEET TITLE:

K. LUCCI

AS NOTED
24-907
L.K. / D.S. / I.T.

L.A.I.# 24-907 PAPER SIZE 36"x24" Drafter:CM02 Paper Size: 12,9 Drawing:G:\24\907\EL\Sheets\24-907 E401.dwg Apr 28, 2025, 3:29pm Attached XREFS: XREF:G:\24\907\EL\Xrefs\24-907TB.dwg XREF:G:\24\907\AR\Xrefs\A1-SET2.dwg XREF:G:\24\907\AR\Xrefs\A1-1.dwg DRAFTER: CM02 DRAWING FILENAME: 24-907 E401 PATHNAME: G:\24\907\EL\Sheets DATE: 28 April 2025 TIME: 3:29 pm Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission. PLOT DATE: 4/28/2025 3:29:11 PM DRAWING: G:\24\907\EL\Sheets\24-907 E401.dwg PLOT BY: CM02 SAVE DATE: 4/28/2025 3:16:04 PM 04/28/2025 COUNTY OF VENTURA FIRE STATION 21 1201 EAST OJAI AVE. OJAI, CA. 93023 STAMP
REV# DATE
.
. DESCRIPTION
.
.
.
.
.
.
.
.
.
.
.
. CONSULTING ELECTRICAL ENGINEERS 3251 CORTE MALPASO, #511 CAMARILLO, CA 93012-8094 (805) 389-6520 FAX (805) 389-6519 LUCCI & ASSOCIATES, INC. reserve their commonlaw copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner whatsoever without first obtaining the expressed written permission and consent of LUCCI & ASSOC. INC nor are they to be assigned to any third party without obtaining said written permission and consent.

GISTERED PROFESSIONAL ENGIN
E
ER

STATE OF CALIFORNIA
KEN ETH W. LUC I Exp. 09/30/2026
No. E 8340

ELEC T RICAL POWER PLAN
E401
KEY NOTES:

EXISTING ELECTRICAL UNDERGROUND CONDUITS, COORDINATE TEMPORARY POWER SHUT-DOWN WITH OWNER. SPLICE NEW CABLE INTO EXISTING AS REQUIRED. ALL WORK SHALL BE DONE BY A QUALIFIED ELECTRICIAN. VERIFY REQUIRED FEEDER SIZE WITH EXISTING CABLES AND NEW TAP RULES.

NOT USED.

SEAL ALL WALL PENETRATIONS.

EXISTING ELECTRICAL UNDERGROUND CONDUITS, FIELD VERIFY.

NOT USED.

EXISTING AUTOMATIC TRANSFER SWITCH, 200A, 120/240V, 3 PHASE, 4 WIRE.

EXISTING 30KW GENERATOR 150A, 120/240V, 1 PHASE, 3 WIRE WEATHERPROOF ENCLOSURE.

EXISTING (1) 2" CONDUIT (3) #3 & (1) #6 GRD.

EXISTING MAIN PANEL 'MS' DISCONNECT 200A, 120/240V, 1 PHASE, 3 WIRE.

NEW UNDERGROUND ELECTRICAL UTILITY TRENCH FOR ELECTRICAL, DATA, COAX & TELCO W/ · (1) 2" SCHEDULE 40 PVC CONDUITS WITH SCHEDULE 80 IN SWEEP WITH (3) #2, AND (1) #6 GRD. · (2) 1.25"C CONDUITS FOR AUDIO / CALL SYSTEM & 2 CAT 5E GEL FILLED TO IT ROOM, PROVIDE CONNECTORS AS REQUIRED. · (2) 2" CONDUITS FOR FUTURE (STUB UP AT EXTERIOR OR MODULAR BUILDING, PROVIDE PULL STRINGS & LABEL ENDS OF PULL STRINGS). · (1) 4" CONDUIT FOR ANTENNA COAXIAL CABLE (PROVIDE LONG SWEEPS OF SCHEDULE 80 PVC). - NO CONDULETS, ONLY PULL BOXES. · PROVIDE 3/8" PULL CORDS. · REFER TO TRENCH DETAIL 3/E402.

NEW WP PULL BOXES FOR ELECT AND TELCO MOUNTED TO COM SHELTER AND FIRE STATION BUILDING REFER TO DETAIL 1/E402 AND 3/E402.

NEW ELECTRICAL MAIN PANEL LOAD CENTER 'CS' 100A, 120/240, 1Ø, 3W, 18

POSITION, WITH SURGE PROTECTOR, INSIDE SHELTER, FURNISHED BY SHELTER MFGR, EXTEND POWER TO NEW PANEL 'CS'.

NEW UFER GROUND, CHECK FOR QUALITY OF GROUND TO MEET STANDARDS. (REFER TO DETAIL 4/E402).
1 SCALE: E401
POWER PLAN 1
3/16=1'-0" -
- 0
SCALE: 1/8"=1'-0"
4' 8' 16'
N
2 3
4 5
7 6
8 9
10 SHEET NOTES:

1. VERIFY LOCATION OF ALL BUILDINGS AND APPENDITURES ON ARCHITECTURAL AND CIVIL PLANS.

2. CONTRACTOR SHALL VERIFY LOCATION AND REQUIREMENTS OF ALL ELECTRICAL DEVICES PRIOR TO BID. ROUGH-IN AND INSTALLATION.

3. CONTRACTOR SHALL, IN ROUTING ALL CIRCUITS, INCREASE

CONDUCTOR AND CONDUIT SIZE TO ALLOW FOR VOLTAGE DROP SHOULD THE CONTRACTOR EXCEED ROUTING INDICATED ON DRAWING.

ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO ANY DEVIATIONS FROM APPROVED PLAN CHECK (PERMIT SET) DRAWINGS.

4. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY TRENCHING. CONTRACTOR SHALL PROTECT ALL
EXISTING/REMAINING UNDERGROUND UTILITY SYSTEMS IN PLACE. CONTRACTOR SHALL REPAIR ANY UTILITY SYSTEM DAMAGED DURING CONSTRUCTION.

5. ALL CONDUIT 90° CONDUIT BENDS AND RISERS SHALL BE PVC COATED RIGID STEEL.

6. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SITE ELECTRICAL SERVICE REQUIREMENTS WITH SERVING UTILITY.

7. ALL SERVICE ENTRANCE EQUIPMENT SHOP DRAWINGS SHALL BE

SUBMITTED TO THE LOCAL UTILITY COMPANY FOR APPROVAL, WITH

WRITTEN APPROVAL RECEIVED PRIOR TO SUBMISSION TO ELECTRICAL ENGINEER FOR APPROVAL.

8. VERIFY LOCATION OF ALL EQUIPMENT AND DEVICES ON
ARCHITECTURAL AND CIVIL PLANS.

9. MINIMUM CONDUIT BURIAL DEPTH IS 24".

10. CONTRACTOR TO PROVIDE GROUND CONDUCTORS IN ALL CONDUITS.

11. 1" CONDUIT MINIMUM UNDERGROUND.

12. COORDINATE WORK WITH OTHER TRADES. OBTAIN ALL DRAWINGS THAT

WILL REQUIRE COORDINATION AND PROVIDE ALL ELECTRICAL

CONNECTIONS, DEVICES, AND WIRING REQUIRED WHETHER SHOWN ON ELECTRICAL DRAWINGS OR NOT.

13. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES AS REQUIRED

TO INSTALL CONDUCTORS PER CONDUCTOR MANUFACTURERS

RECOMMENDATIONS, PER THE NATIONAL ELECTRICAL CODE AND PER LOCAL AUTHORITIES HAVING JURISDICTION.
11 12
13 SCHEDULE ALL POWER OUTAGES WITH CLIENT IN WRITING
AT LEAST 14 DAYS IN ADVANCE OF REQUESTED OUTAGE.

PROVIDE GENSET POWER DURING OUTAGES TO ENSURE
CONTINUED F.S. OPERATION
Drafter: CM01: G:\24\907\EL\Sheets\24-907 E401.dwg: DATE: APR 26, 2025 TIME: 11:49 AM Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
28 CONCRETE ENCASED
DRAWN:

CHECKED:

DATE:

SCALE:

JOB NO.

SHEET:

OF: SHEETS: PROJECT: SHEET TITLE:

K. LUCCI

AS NOTED
24-907
L.K. / D.S. / I.T.

L.A.I.# 24-907 PAPER SIZE 36"x24" Drafter:CM02 Paper Size: 12,9 Drawing:G:\24\907\EL\Sheets\24-907 E402.dwg Apr 28, 2025, 3:29pm Attached XREFS: XREF:G:\24\907\EL\Xrefs\24-907TB.dwg DRAFTER: CM02 DRAWING FILENAME: 24-907 E402 PATHNAME: G:\24\907\EL\Sheets DATE: 28 April 2025 TIME: 3:29 pm Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission. PLOT DATE: 4/28/2025 3:29:13 PM DRAWING: G:\24\907\EL\Sheets\24-907 E402.dwg PLOT BY: CM02 SAVE DATE: 4/28/2025 2:46:15 PM 04/28/2025 COUNTY OF VENTURA FIRE STATION 21 1201 EAST OJAI AVE. OJAI, CA. 93023 STAMP
REV# DATE. . DESCRIPTION . . . . . . . . . . . . CONSULTING ELECTRICAL ENGINEERS 3251 CORTE MALPASO, #511 CAMARILLO, CA 93012-8094 (805) 389-6520 FAX (805) 389-6519 LUCCI & ASSOCIATES, INC. reserve their commonlaw copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner whatsoever without first obtaining the expressed written permission and consent of LUCCI & ASSOC. INC nor are they to be assigned to any third party without obtaining said written permission and consent. REGISTERED PROFESSIONAL ENGINEER STATE OF CALIFORNIA KEN ETH W. LUC I Exp. 09/30/2026 No. E 8340 ELEC T RICAL ELECTRICAL DETAILS
E402
Drafter: CM01: G:\24\907\EL\Sheets\24-907 E402.dwg: DATE: APR 26, 2025 TIME: 11:47 AM (2) 2" SPARES

CONCRETE ENCASE
Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
29 DRAWN:

CHECKED:

DATE:

SCALE:

JOB NO.

SHEET:

OF: SHEETS: PROJECT: SHEET TITLE:

K. LUCCI

AS NOTED
24-907
L.K. / D.S. / I.T.

L.A.I.# 24-907 PAPER SIZE 36"x24" Drafter:CM02 Paper Size: 12,9 Drawing:G:\24\907\EL\Sheets\24-907 E403.dwg Apr 28, 2025, 3:29pm Attached XREFS: XREF:G:\24\907\EL\Xrefs\24-907TB.dwg XREF:G:\24\907\EL\Xrefs\E-1.dwg DRAFTER: CM02 DRAWING FILENAME: 24-907 E403 PATHNAME: G:\24\907\EL\Sheets DATE: 28 April 2025 TIME: 3:29 pm Copyright Lucci and Associates Consulting Electrical Engineers. Deviations from this drawing will not be made without their expressed written permission. PLOT DATE: 4/28/2025 3:29:21 PM DRAWING: G:\24\907\EL\Sheets\24-907 E403.dwg PLOT BY: CM02 SAVE DATE: 4/28/2025 3:21:29 PM 04/28/2025 COUNTY OF VENTURA FIRE STATION 21 1201 EAST OJAI AVE. OJAI, CA. 93023 STAMP
REV# DATE. . DESCRIPTION . . . . . . . . . . . . CONSULTING ELECTRICAL ENGINEERS 3251 CORTE MALPASO, #511 CAMARILLO, CA 93012-8094 (805) 389-6520 FAX (805) 389-6519 LUCCI & ASSOCIATES, INC. reserve their commonlaw copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed, or copied in any form or manner whatsoever without first obtaining the expressed written permission and consent of LUCCI & ASSOC. INC nor are they to be assigned to any third party without obtaining said written permission and consent. REGISTERED PROFESSIONAL ENGINEER STATE OF CALIFORNIA KEN ETH W. LUC I Exp. 09/30/2026 No. E 8340 ELEC T RICAL ELECTRICAL DETAILS
E403
Drafter: CM01: G:\24\907\EL\Sheets\24-907 E403.dwg: DATE: APR 26, 2025 TIME: 11:44 AM Chris Jacobsen 08/13/2025
Building and Safety Division APPROVED
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
30 T-1 PROJECT No: DRAWN BY: DESIGNED BY: CHECKED BY: DATE: SMS MTB TAN 65024-0006.001.8200 3/29/2024 65024-0006.001.DWG © Copyright 2024, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

FIRE STATION #21

OJAI, CALIFORNIA
60' SELF SUPPORT TOWER MAGNUM TOWERS
9370 ELDER CREEK ROAD SACRAMENTO, CA 95829
(916) 381-5053 FAX: (916) 381-2144
250 E Broad St, Ste 600 · Columbus, OH 43215
Phone 614.221.6679 www.pauljford.com REV DATE DESCRIPTION TITLE SHEET SHEET INDEX SHEET NUMBER DESCRIPTION T-1 TITLE SHEET N-1 NOTES S-1 TOWER ELEVATION S-2 FOUNDATION S-3 WELDED TOWER SECTION DETAILS S-4 SPECIAL INSPECTION PROJECT CONTACTS CLIENT: MAGNUM TOWERS CONTACT: JEFF STYLER AT [email protected] PH: (916) 381-5053 ENGINEER OF RECORD: [email protected] 60' SELF SUPPORT TOWER FIRE STATION #21 1201 E OJAI AVE OJAI, CALIFORNIA 93023 VENTURA COUNTY LAT: 34° 26' 55.07"; LONG: -119° 13' 52.41" 1 6/20/2024 REVISED FOUNDATION DESIGN DATA TABLE SEISMIC DESIGN DATA SEISMIC IMPORTANCE FACTOR 1.5 SS 1.834
S1 0.699 SITE CLASS
D
SDS 1.223
SD1 0.792 SEISMIC DESIGN CATEGORY
D BASIC SEISMIC FORCE RESISTING SYSTEMSTEEL TRUSS SELF SUPPORT TOWER DESIGN BASE SHEAR (KIPS) 3.617 CS 0.611
R 3 SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE FOUNDATION DESIGN DATA GEOTECHNICAL ENGINEER RYBAK GEOTECHNICAL, INC. GEOTECHNICAL ENGINEER REPORT # 3652 GEOTECHNICAL REPORT DATE 9/13/2022 ULTIMATE SKIN FRICTION (PSF) 1400 FACTORED BASE REACTIONS SHEAR (KIPS) 3.6 AXIAL (KIPS) 8.5 MOMENT (KIP-FT) 163.4 FACTORED LEG REACTIONS MAX COMPRESSION (KIPS) 56.7 COMPRESSION SHEAR (KIPS) 1.3 MAX TENSION (KIPS) 52.3 TENSION SHEAR (KIPS) 1.5 WIND DESIGN DATA REFERENCE STANDARD ANSI/TIA-222-H-2017 LOCAL CODE 2022 CBC BASIC WIND SPEED (MPH) 104 SERVICE WIND SPEED (MPH) 60 RISK CATEGORY IV EXPOSURE CATEGORY C MAXIMUM TOPOGRAPHIC FACTOR, K ZT 1.0
1 2106/20/24
K. LIN 10/10/2023
Building and Safety Division

FIRE STATION #21

OJAI, CALIFORNIA
60' SELF SUPPORT TOWER MAGNUM TOWERS
9370 ELDER CREEK ROAD SACRAMENTO, CA 95829
(916) 381-5053 FAX: (916) 381-2144
250 E Broad St, Ste 600 · Columbus, OH 43215
Phone 614.221.6679 www.pauljford.com REV DATE DESCRIPTION NOTES GENERAL NOTES: 1. ERECTION TOLERANCES SHALL BE AS SPECIFIED BY THE TIA STANDARD. 2. ALL LEG FLANGE BOLTS, EXCEPT ANCHOR RODS, SHALL BE FULLY PRETENSIONED IN ACCORDANCE WITH AISC'S “TURN-OF-NUT” METHOD. ALL OTHER BOLTS SHALL BE TORQUED TO THE SNUG-TIGHT CONDITION AS DEFINED BY AISC. 3. ALL CLIMBING FACILITIES, TOWER LIGHTING, LIGHTNING PROTECTION, AND GROUNDING SHALL BE IN ACCORDANCE WITH THE REFERENCED TIA STANDARD AND SUPPLIED BY OTHERS, UNO. 4. PAUL J. FORD AND COMPANY HAS NOT DESIGNED OR DETAILED STANDARD PARTS AND ASSEMBLIES SUCH AS ANTENNA MOUNTS, WAVEGUIDE LADDERS, GUY CABLE HARDWARE, ETC. IT IS ASSUMED THAT THESE ITEMS CAN BE MORE COST EFFECTIVELY SUPPLIED BY OTHERS IN LIEU OF PRODUCING A CUSTOM DESIGN. 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY UTILITIES THAT MAY BE ENCOUNTERED PRIOR TO EXCAVATION. 6. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION). 7. THE CONTRACTOR MUST BE EXPERIENCED IN THE PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED ON THESE DRAWINGS. BY ACCEPTANCE OF THIS PROJECT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED TO DO THIS WORK IN THE JURISDICTION IN WHICH THE WORK IS TO BE PERFORMED. 8. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE LAST SHEET OF THESE DRAWINGS. 9. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WORK PERFORMED ON THE PREMISES OF A FABRICATOR APPROVED IN ACCORDANCE WITH SECTION 1704.2.5.1 OF THE CBC. 10. THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATIONS. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE BUILDING OFFICIAL. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. STEEL NOTES: 1. ALL STEEL SHALL CONFORM TO THE FOLLOWING: A. ALL STEEL SHAPES AND PLATES: ASTM A572 GR 50 (50 KSI YIELD POINT MATERIAL) B. STRUCTURAL BOLTS: ASTM A325 TYPE 1 WITH ASTM A563 GRADE DH NUTS C. ANCHOR RODS: ASTM A193 GR B7 WITH ASTM A194 GRADE 2H NUTS 2. ALL SNUG-TIGHTENED BOLTS SHALL BE PROVIDED WITH LOCKING HARDWARE. ALL PRETENSIONED BOLTS SHALL BE PROVIDED WITH WASHERS CONFORMING TO ASTM F436 TYPE 1. 3. BOLTS SHALL BE GALVANIZED ACCORDING TO ASTM A153. ANCHOR RODS SHALL BE GALVANIZED ACCORDING TO ASTM F2329. 4. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY AWS D1.1 USING E70XX ELECTRODES. 5. ALL NEW STEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. 6. GALVANIZED SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS ANY ABRASIONS, CUTS, FIELD DRILLING, AND FIELD WELDING SHALL BE REPAIRED WITH A COLD GALVANIZING COMPOUND CONFORMING TO ASTM A780. GEOTECHNICAL AND SOIL NOTES: 1. THIS FOUNDATION DESIGN WAS BASED ON THE GEOTECHNICAL INVESTIGATION REFERENCED ON SHEET T-1. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS FOR CONSTRUCTION AND SOIL VERIFICATION AS LISTED IN THE GEOTECHNICAL REPORT. IF THE CONTRACTOR DISCOVERS ANY SUBSURFACE CONDITIONS THAT ARE NOT AS REPRESENTED IN THE GEOTECHNICAL REPORT, THE GEOTECHNICAL ENGINEER AND PAUL J. FORD AND COMPANY SHALL BE CONTACTED IMMEDIATELY TO EVALUATE THE SIGNIFICANCE OF THE DEVIATION. 2. THE MATERIAL BELOW THE FOUNDATION SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER TO ACHIEVE ADEQUATE DESIGN CAPACITY. 3. THE EFFECT OF ADDITIONAL EXCAVATION FOR FOUNDATION INSTALLATION, WHERE REQUIRED, MAY HAVE AN IMPACT ON EXISTING EQUIPMENT AND/OR OTHER EXISTING STRUCTURES NEAR THE EXCAVATION. THE EOR HAS NOT BEEN PROVIDED WITH ANY SPECIFIC INFORMATION OR DETAILS REGARDING EXISTING EQUIPMENT OR OTHER EXISTING STRUCTURES ON THE SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EFFECT THAT ANY EXCAVATION WORK HAS ON EXISTING NEARBY EQUIPMENT AND/OR STRUCTURES. CONTRACTOR SHALL COORDINATE THIS SITE-SPECIFIC INFORMATION WITH THE TOWER OWNER AND THE TESTING AGENCY PRIOR TO CONSTRUCTION AND FOUNDATION WORK. AFTER OBTAINING THE PRIOR WRITTEN PERMISSION OF THE TOWER OWNER, THE CONTRACTOR SHALL ADEQUATELY BRACE, SHORE, AND/OR RELOCATE THE INTERFERING EXISTING NEARBY EQUIPMENT AND/OR STRUCTURES AS NECESSARY. CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” ACI 318 (LATEST EDITION) AND “SPECIFICATIONS FOR STRUCTURAL CONCRETE” ACI 301 (LATEST EDITION). 2. CONCRETE SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: A. 28 DAY COMPRESSIVE STRENGTH: 4500 PSI (MINIMUM) B. WATER CEMENT RATIO: 0.45 (MAXIMUM). CEMENT SHALL CONFORM TO ASTM C150 TYPE V. WATER SHALL BE CLEAN AND FREE FROM OILS, ACIDS, ALKALIS, AND ORGANIC MATERIALS. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. C. DENSITY: 150 PCF (MINIMUM) D. MAX COARSE AGGREGATE SIZE SHALL BE 3/4” E. CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF NOT MORE THAN 4” ± 1” OR 8” ± 1” FOR CONCRETE WITH VERIFIED SLUMP OF 2” TO 4” BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE OR PLASTICIZING ADMIXTURE. F. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 SHALL NOT EXCEED 25% OF CEMENTITIOUS MATERIALS BY WEIGHT. G. ADMIXTURES SHALL NOT CONTAIN CHLORIDE IONS UNLESS APPROVED BY THE ENGINEER OF RECORD. 3. WATER SHALL BE REMOVED FROM OPEN EXCAVATION PRIOR TO CONCRETE PLACEMENT UNLESS A TREMIE IS USED. WATER MUST NOT BE ALLOWED TO WASH THE CEMENT FROM THE AGGREGATE. 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR RODS, INSERTS, ETC., AS REQUIRED BEFORE CONCRETE IS PLACED. 5. CONCRETE SHALL BE POURED MONOLITHICALLY. CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION JOINT LOCATIONS AND DETAILS TO THE EOR FOR REVIEW. 6. CONCRETE SHALL BE PLACED WITHIN 24 HOURS OF EXCAVATION INSPECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXPOSED EXCAVATIONS PRIOR TO CONCRETE PLACEMENT. UNDER NO CIRCUMSTANCES SHALL A DRILLED PIER EXCAVATION REMAIN OPEN OVERNIGHT. 7. THE TOP OF THE CONCRETE SHALL BE SLOPED (APPROXIMATELY 1/8” PER FOOT) TO DRAIN. THE EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4” BY 3/4” MINIMUM. 8. HOT WEATHER CONCRETE PLACEMENT SHALL COMPLY WITH ACI 305R. COLD WEATHER CONCRETE PLACEMENT SHALL COMPLY WITH ACI 306.1. 9. THE TOP 6 FT OF CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION EQUIPMENT. VIBRATORS SHALL NOT BE USED TO TRANSPORT CONCRETE. 10. THE CONTRACTOR SHALL ASSIST TESTING AGENCY IN MAKING A MINIMUM OF (2) TEST CYLINDERS PER TEST. CONCRETE TESTS SHALL BE CONDUCTED FROM A MINIMUM OF (5) RANDOMLY SELECTED TRUCKLOADS PER DAY. IF FEWER THAN (5) TRUCKLOADS OF CONCRETE ARE USED, A TEST SHALL BE CONDUCTED FROM EACH TRUCKLOAD. TESTING AGENCY SHALL PERFORM STRENGTH TESTS IN ACCORDANCE WITH ACI 318. CONCRETE REINFORCING STEEL NOTES: 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60, UNO. 2. CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES, UNLESS OTHERWISE NOTED. CLEAR COVER TOLERANCES SHALL ADHERE TO APPLICABLE CONSTRUCTION TOLERANCES. REFERENCE ACI 117 SECTION 2.2 AND ACI 318. FOR PIERS, PROVIDE SPACER ROLLERS TO MAINTAIN SPECIFIED SIDE COVER. WHEN THE FOUNDATION INSTALLER ELECTS TO USE PIER CASINGS THAT WILL BE WITHDRAWN, THE REINFORCEMENT SIDE COVER SHALL BE INCREASED TO 4” BY THE INSTALLER PER ACI 336.1-01 SECTION 3.4.6. 3. PROVIDE CLASS “B” TENSION LAP SPLICE OR FULL MECHANICAL SPLICE IN ACCORDANCE WITH ACI 318 (LATEST EDITION) FOR VERTICAL PIER REINFORCING STEEL. 4. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, BENT AND PLACED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 (LATEST EDITION). 5. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT REINFORCING STEEL. CHAIRS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 6. WELDING OF REINFORCING AND EMBEDMENTS IS PROHIBITED. GENERAL FOUNDATION NOTES: 1. THE FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING PRINCIPLES AND PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA OBTAINED. 2. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND SAFETY REGULATIONS. THE FOUNDATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIALS FOR ANY INSPECTIONS THAT MAY BE REQUIRED. 1 6/20/2024 NO CHANGE
2106/20/24
K. LIN 10/10/2023
Building and Safety Division

FIRE STATION #21

OJAI, CALIFORNIA
60' SELF SUPPORT TOWER MAGNUM TOWERS
9370 ELDER CREEK ROAD SACRAMENTO, CA 95829
(916) 381-5053 FAX: (916) 381-2144
250 E Broad St, Ste 600 · Columbus, OH 43215
Phone 614.221.6679 www.pauljford.com REV DATE DESCRIPTION TOWER ELEVATION 0' SEE TOWER FOUNDATION SHEET FOR DETAILS LEGS 2 1/4"ø SOLID ROD 2"ø SOLID ROD 1 3/4"ø SOLID ROD
DIAGONALS 1"ø SOLID ROD
HORIZONTALS 7/8"ø SOLID ROD 3/4"ø SOLID ROD 3'-6" TOWER ELEVATION 3'-6" 20' 40' 60' ANTENNA LIST ELEV QTY ANTENNA COAX 60' 3 CELWAVE PD200 (3) 7/8" 57' 2 ANDREW HPX4-102 (2) 7/8" 57' 1 ANDREW HP2 (1) 7/8" 37' 6 COMTELCO BS150XL3 (6) 7/8" 1 6/20/2024 NO CHANGE 2106/20/24
K. LIN 10/10/2023
Building and Safety Division

TOP CIRCULAR TIE
NOT TO EXCEED 2"
2S-2
#5 TIES @ 4" OC MAXIMUM
3" CLR
(TYP) DRILLED PIER ANCHOR ROD (TYP) 6'-0" 3'-0" 3'-0" 1'-9" 1'-9" 6'-0"
3'-0" 3'-0"
11 3/4" 2'-0 1/4" 1'-0 1/8" 1'-11 7/8" ℄ TOWER ℄ FOUNDATION ℄ TOWER
℄ FOUNDATION PLAN VIEW
2S-2 SECTION (6) #5 ADDITIONAL TOP EXTEND TO INSIDE FACE OF REBAR CAGE 12" 12" ANCHOR ROD (TYP) L/4
(TYP)
L/4
(TYP)
L/4
(TYP)
L/4
(TYP)

L (TYP)

ADJUST SPACING OF ADDITIONAL TOP BARS AS NEEDED
FOR CLEARANCE AROUND ANCHOR RODS (18) #10 VERT REINFORCING EQUALLY SPACED ADJACENT LAP SPLICES SHALL NOT BE AT THE SAME ELEVATION 6"
MIN LAP #6 TIES STANDARD ACI 90° HOOK
3S-2 SECTION STANDARD 135° ACI HOOK (OVERLAP AT ENDS OF ADJACENT CIRCULAR TIES SHALL BE STAGGERED AROUND THE PERIMETER ENCLOSING THE VERTICAL BARS) 3" MIN ANCHOR ROD (TYP)
BOTTOM

PROJECTION

MIN EMBEDMENT TOP

PROJECTIONTOWER LEG WASHER TOP BASE PLATE TOP OF FOUNDATION HEAVY HEX LEVELING NUT, TIGHTEN TO THE SNUG TIGHT CONDITION (TYP) ANCHOR RODS (SEE CHART)

ANCHOR ROD

DIAMETER MAX

GALVANIZED
LENGTH 1/4" TEMPLATE (MIN) W/ HEAVY HEX NUTS ABOVE AND BELOW 6"
TOTAL LENGTH WASHER BOTTOM ANCHOR ROD DETAIL SEE FLANGE DETAIL ON S-3 HEAVY HEX TOP NUT (TYP) AFTER LEVELING NUT IS SECURED AND TOP NUT HAS BEEN TIGHTENED TO THE SNUG TIGHT CONDITION, THE ADDITIONAL TURN OF NUT SPECIFIED IN THE CHART SHALL BE APPLIED S-2 PROJECT No: DRAWN BY: DESIGNED BY: CHECKED BY: DATE: SMS MTB TAN 65024-0006.001.8200 3/29/2024 65024-0006.001.DWG © Copyright 2024, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

FIRE STATION #21

OJAI, CALIFORNIA
60' SELF SUPPORT TOWER MAGNUM TOWERS
9370 ELDER CREEK ROAD SACRAMENTO, CA 95829
(916) 381-5053 FAX: (916) 381-2144
250 E Broad St, Ste 600 · Columbus, OH 43215
Phone 614.221.6679 www.pauljford.com REV DATE DESCRIPTION FOUNDATION 1 6/20/2024 NO CHANGE ANCHOR ROD ANCHOR ROD QTY/SIZE TOTAL LENGTH MIN EMBED TOP PROJECTION GALVANIZED LENGTH BOTTOM PROJECTION ADDITIONAL TURN OF NUT (4) 7/8"ø 5'-7" 4'-11" 6" 12" 2" 1/3 2106/20/24
Type text here
K. LIN 10/10/2023
Building and Safety Division

A P P R O V E D
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law.
09/03/2024
34 BOLT CIRCLE PLATE DIAMETER
PLATE
THICKNESS OUTSIDE WELD HOLE = BOLT ø + 1/8" (TYP)
90°
(TYP) EQUAL EQUAL
1/2" HOLE = LEG ø + 1/8" SOLID ROD TOWER LEG (SEE TOWER ELEVATION FOR SIZE) EQUAL EQUAL FLANGE DETAIL (4) BOLT, SEE CHART (TYP) 30° INSIDE WELD
4 1/8" 6 SPACES @ 38 5/8" = 19'-3 3/4"
20'-0" 3'-6"
4 1/8" SOLID ROD TOWER LEG (SEE TOWER ELEVATION FOR SIZE) (TYP) SOLID ROD HORIZONTAL (SEE TOWER ELEVATION FOR SIZE) (TYP) SOLID ROD DIAGONAL (SEE TOWER ELEVATION FOR SIZE) (TYP) 3/4"ø STEP GIRTS (ONE TOWER FACE) (TYP) EQUAL
(TYP)
EQUAL
(TYP)
EQUAL
(TYP) FLANGE PLATE (SEE DETAIL) (TYP) TYP, "A" TYPICAL WELDED SECTION SEE CHART TYP, "A" SEE CHART 1S-3 1S-3 TYPICAL CONNECTION DETAIL
3/16" MAX
(TYP)
3/16" MAX
(TYP)
2S-3 SOLID ROD TOWER LEG SOLID ROD DIAGONAL (TYP) SOLID ROD HORIZONTAL 2S-3 SECTION SOLID ROD TOWER LEG SOLID ROD BRACING TYP, SEE CHART "A" S-3 PROJECT No: DRAWN BY: DESIGNED BY: CHECKED BY: DATE: SMS MTB TAN 65024-0006.001.8200 3/29/2024 65024-0006.001.DWG © Copyright 2024, by Paul J. Ford and Company, All Rights Reserved. This document and the data contained herein, is proprietary to Paul J. Ford and Company, issued in strict confidence and shall not, without the prior written permission of Paul J. Ford and Company, be reproduced, copied or used for any purpose other than the intended use for this specific project.

FIRE STATION #21

OJAI, CALIFORNIA
60' SELF SUPPORT TOWER MAGNUM TOWERS
9370 ELDER CREEK ROAD SACRAMENTO, CA 95829
(916) 381-5053 FAX: (916) 381-2144
250 E Broad St, Ste 600 · Columbus, OH 43215
Phone 614.221.6679 www.pauljford.com REV DATE DESCRIPTION WELDED TOWER SECTION DETAILS 1 6/20/2024 NO CHANGE WELD CHART SOLID ROD SIZE WELD SIZE "A" 3/4"ø 1/4" 7/8"ø 5/16" 1"ø 5/16" FLANGE PLATE CHART ELEVATION PLATE SIZE BOLT CIRCLE BOLT OUTSIDE FILLET INSIDE FILLET 60' 1" THK x 7"ø 5"ø (4) 5/8"ø 1/4" 1/4" 40' 1" THK x 7"ø 5"ø (4) 5/8"ø 5/16" 1/4" 20' 1 1/4" THK x 7 1/2"ø 5 1/4"ø (4) 3/4"ø 3/8" 5/16" 0' 1 1/2" THK x 9 1/2"ø 6 3/4"ø * 9/16" 5/16" * - SEE ANCHOR ROD DETAIL WELD SEQUENCE: 1. PREHEAT BASE METAL TO REQUIRED TEMPERATURE PER AWS D1.1 2. TACK WELD ALL BRACES AT THE JOINT TO TOWER LEG 3. WELD TOP AND BOTTOM OF BRACE WITH FILLET WELD 4. FILL IN GAPS ALONG SIDES OF BRACE WITH FLARE BEVEL WELDS 5. ADD REINFORCING FILLET WELD ALONG SIDES OF BRACE 6. REPEAT STEPS 3-5 FOR ADJACENT BRACES AT THE SAME JOINT MAINTAINING BASE METAL PREHEAT IN MEMBERS BEING WELDED. (WHERE SPACE BETWEEN BRACES IS INSUFFICIENT TO WELD THE FULL PERIMETER OF EACH MEMBER, WELD THE FULL PERIMETER OF ONE BRACE AND THEN WELD EACH SUBSEQUENT MEMBER ALONG REMAINING UNWELDED PERIMETER) 7. REPEAT STEPS 1-4 AT ALL JOINTS 2106/20/24
K. LIN 10/10/2023
Building and Safety Division

FIRE STATION #21

OJAI, CALIFORNIA
60' SELF SUPPORT TOWER MAGNUM TOWERS
9370 ELDER CREEK ROAD SACRAMENTO, CA 95829
(916) 381-5053 FAX: (916) 381-2144
250 E Broad St, Ste 600 · Columbus, OH 43215
Phone 614.221.6679 www.pauljford.com REV DATE DESCRIPTION SPECIAL INSPECTION 1 6/20/2024 NO CHANGE TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1. INSPECT DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. X - 2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT DIAMETERS, BELL DIAMETERS (IF APPLICABLE), LENGTHS, EMBEDMENT INTO BEDROCK (IF APPLICABLE) AND ADEQUATE END-BEARING STRATA CAPACITY. RECORD CONCRETE OR GROUT VOLUMES. X - 3. FOR CONCRETE ELEMENTS, PERFORM TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3. IN ACCORDANCE WITH SECTION 1705.3 TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD IBC REFERENCE 1. INSPECT REINFORCEMENT AND VERIFY PLACEMENT - X ACI 318 CH. 20, 25.2, 25.3, 26.6.1-26.6.3
- 2. INSPECT ANCHORS CAST IN CONCRETE - X ACI 318: 17.8.2 - 3. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 3.a. - - ACI 318: 17.8.2.4 ACI 318: 17.8.2
- 4. VERIFY USE OF REQUIRED DESIGN MIX - X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2 5. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X - ASTM C172 ASTM C31 ACI 318: 26.5, 26.12- 6. INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X - ACI 318: 26.5 - 7. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X ACI 318: 26.5.3-26.5.5- 8. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED - X ACI 318: 26.11.1.2(b) - TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY - - 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL- X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS- - 4. DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL- - 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY- - WELDING INSPECTION - CBC 2022 1705.2.1 QC QA REFERENCE STANDARD INSPECTION TASKS PRIOR TO WELDING WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS P O AISC 360, TABLE N5.4-1 WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE P P MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLEP P MATERIAL IDENTIFICATION (TYPE/GRADE) O O WELDER IDENTIFICATION SYSTEM 1 O O FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) · JOINT PREPARATION · DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) · CLEANLINESS (CONDITION OF STEEL SURFACES) · TACKING (TACK WELD QUALITY AND LOCATION) · BACKING TYPE AND FIT (IF APPLICABLE) O O FIT-UP OF CJP GROOVE WELDS OF HHS T-, Y- AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) · JOINT PREPARATIONS · DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) · CLEANLINESS (CONDITION OF STEEL SURFACES) · TACKING (TACK WELD QUALITY AND LOCATION) P O CONFIGURATION AND FINISH OF ACCESS HOLES O O FIT-UP OF FILLET WELDS · DIMENSIONS (ALIGNMENT, GAPS AT ROOT) · CLEANLINESS (CONDITION OF STEEL SURFACES) · TACKING (TACK WELD QUALITY AND LOCATION) O O CHECK WELDING EQUIPMENT O - INSPECTION TASKS DURING WELDING CONTROL AND HANDLING OF WELDING CONSUMABLES · PACKAGING · EXPOSURE CONTROL O O AISC 360, TABLE N5.4-2 NO WELDING OVER CRACKED TACK WELDS O O ENVIRONMENTAL CONDITIONS · WIND SPEED WITHIN LIMITS · PRECIPITATION AND TEMPERATURE O O WPS FOLLOWED · SETTINGS ON WELDING EQUIPMENT · TRAVEL SPEED · SELECTED WELDING MATERIALS · SHIELDING GAS TYPE/FLOW RATE · PREHEAT APPLIED · INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) · PROPER POSITION (F, V, H, OH) O O WELDING TECHNIQUES · INTERPASS AND FINAL CLEANING · EACH PASS WITHIN PROFILE LIMITATIONS · EACH PASS MEETS QUALITY REQUIREMENTS O O PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P INSPECTION TASKS AFTER WELDING WELDS CLEANED O O AISC 360, TABLE N5.4-3 SIZE, LENGTH AND LOCATION OF WELDS P P WELDS MEET VISUAL ACCEPTANCE CRITERIA · CRACK PROHIBITION · WELD/BASE-METAL FUSION · CRATER CROSS SECTION · WELD PROFILES · WELD SIZE · UNDERCUT · POROSITY P P ARC STRIKES P P k-AREA 2 P P WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES 3 P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P REPAIR ACTIVITIES P P DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR P P
1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE. 2 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3 IN. (75 mm) OF THE WELD. 3 AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1c) AND BUILT-UP HEAVY SHAPES (SEE SECTION A3.1d) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLES FOR CRACKS. BOLTING INSPECTION - CBC 2022 1705.2.1 QC QA REFERENCE STANDARD INSPECTION TASKS PRIOR TO BOLTING MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P AISC 360, TABLE N5.6-1 FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) O O CORRECT BOLTING PROCEDURES SELECTED FOR JOINT DETAIL O O CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS O O PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P O PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS O O INSPECTION TASKS DURING BOLTING FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS REQUIRED O O AISC 360, TABLE N5.6-2 JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION O O FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES O O INSPECTION TASKS AFTER BOLTING DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P AISC 360, TABLE N5.6-3 QC - QUALITY CONTROL AS SPECIFIED IN THIS TABLE SHALL BE PROVIDED BY THE FABRICATOR AND ERECTOR QA - QUALITY ASSURANCE AS SPECIFIED IN THIS TABLE SHALL BE PROVIDED BY THE AUTHORITY HAVING JURISDICTION, OWNER, OR ENGINEER OF RECORD O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS P - PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER, OR BOLTED CONNECTION 2106/20/24
K. LIN 10/10/2023
Building and Safety Division

NONE

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

ANY EXTENT (EXCEPT BY OR TO
THERMOBOND) WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THERMOBOND. DRAWN: 4/3/24 REVISED: 4/3/25
DRAWN BY: NRS
PROJECT NUMBER: 2404-160-2
SCALE ~ 11X17: SHEET: PROJECT NAME: DRAWING NUMBER: TBB1390 FIRE STATION 21

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
1 of 29 Drawing Index TO BE BUILT AT: THERMO BOND BUILDINGS 1103 W MAIN STREET ELK POINT, SD 57025 PHONE: (605) 356-2090 PROJECT VENTURA COUNTY JOB NO. 2404-160-2 SITE NAME FIRE STATION 21 1201 E OJAI AVENUE OJAI, CA 93023 SIZE 8'W. OD X 10'L. OD X 8'H. ID DRAWING TITLE DRAWING INDEX_______________________________ REVISIONS & NOTES SHEET_____________________ BILL OF MATERIALS____________________________ INTERIOR LAYOUTS____________________________ ELEVATION VIEWS_____________________________ DOOR DETAIL__________________________________ ELECTRICAL PANEL____________________________ CORNER CONSTRUCTION DETAILS______________ ROOF CONSTRUCTION DETAILS_________________ FASTENER SCHEDULE__________________________ BUILDING SKID ASSEMBLY_____________________ LIFTING DETAIL________________________________ WALL A FRAMING______________________________ WALL B FRAMING______________________________ WALL C FRAMING______________________________ WALL D FRAMING______________________________ DRAWING NUMBER TBB1390 PAGE 1 OF 16 TBB1390 PAGE 2 OF 16 TBB1390 PAGE 3 OF 16 TBB1390 PAGE 4 OF 16 TBB1390 PAGE 5 OF 16 TBB1390 PAGE 6 OF 16 TBB1390 PAGE 7 OF 16 TBB1390 PAGE 8 OF 16 TBB1390 PAGE 9 OF 16 TBB1390 PAGE 10 OF 16 TBB1390 PAGE 11 OF 16 TBB1390 PAGE 12 OF 16 TBB1390 PAGE 13 OF 16 TBB1390 PAGE 14 OF 16 TBB1390 PAGE 15 OF 16 TBB1390 PAGE 16 OF 16 SPECIAL CONDITIONS/LIMITATIONS: · IF A BATTERY STORAGE SYSTEM IS INSTALLED IN THIS BUILDING, THE SYSTEM SHALL BE INSTALLED PER 2018 IFC SECTION 1206.2 · THIS BUILDING WILL NOT BE LOCATED IN A FLOOD PLAIN. · ROOF SYSTEM DESIGNED PER ICC-ESR 1463 TABLE 5 SYSTEM NO. 1· SURE-WELD WHITE TPO MEMBRANE SOLAR REFLECTANCE AFTER 3 YEARS IS 0.70, THERMAL EMITTANCE AFTER 3 YEARS IS 0.86 AND SOLAR REFLECTANCE INDEX AFTER 3 YEARS IS 85. NOTES: · DATA PLATE, AGENCY LABEL AND STATE OF CA INSIGNIA TO BE LOCATED NEXT TO DOOR ON THE EXTERIOR OF THE BUILDING. · THE ATTACHED STATE OF CA INSIGNIA CERTIFIES COMPLIANCE BY THE MANUFACTURER TO CA HEALTH AND SAFETY CODE SECTION 18028. THIS CERTIFICATION APPLIES TO THE STRUCTURES AND IT'S SUPPORTING ELECTRICAL, MECHANICAL AND HVAC SERVICES. THIS APPROVAL EXCLUDES CUSTOMER SUPPLIED EQUIPMENT AS DESIGNED IN THE APPROVED DRAWING SET. · THIS APPROVAL ONLY APPLIES TO THE CONSTRUCTION OF THE EQUIPMENT SHELTER AND IT'S SUPPORTING ELECTRICAL, MECHANICAL AND HVAC SERVICES. ALL OTHER MECHANICAL AND/OR ELECTRICAL PROVIDED FOR OTHER USE IS NO PART OF PFS APPROVAL. SITE ADDRESS: 1201 E OJAI AVENUE OJAI, CA 93065 CODES: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY CODE USAGE_________________ CONSTRUCTION TYPE___ OCCUPANCY GROUP____ STORIES________________ ULTIMATE WIND SPEED_____ FLOOR LOAD___________ ROOF LOAD____________ GROUND SNOW LOAD______ FLOOR AREA___________ BUILDING HEIGHT______ ________UNMANNED SHELTER _______________________VB ________________________S-2 ___________________________1 ____________115 VULT _______________________200 PSF __________________________70 PSF _________________5 PSF ___________________80 SQ.FT. ______________________10'-1" WIND EXPOSURE_______ WIND LOADING RISK________ ______________________CAT C _______________CAT II SEISMIC DESIGN________ SEISMIC RISK ___________ SEISMIC IMPORTANCE FACTOR Ie____ SITE CLASS______________________ DESIGN BASE SHEAR___________ ______________________CAT D __________________CAT II ___________1.0 ______________________D _______3113.024 LBS MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: Ss= 1.898 S1=0.717 DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: Sds=1.525992 Sd1 = N/A SEISMIC RESPONSE COEFFICIENT: CS=0.610397 RESPONSE MODIFICATION COEFFICIENT: R=2.5 BASIC SEISMIC FORCE RESISTING SYSTEM: SHEAR WALLS ANALYSIS PROCEDURE USED: SIMPLIFIED DESIGN BUILDING WIEGHT_____________________7,100 LBS 37 1. HOLD DOWN PLATES, WASHERS, AND NUTS (10) 699-437 HOLD DOWN PLATE (10) 299-0007 HEX NUT (10) 299-0016 FLAT WASHER (10) 299-0018 LOCK WASHER 2. (1) 399-0051 FIRE EXTINGUISHER 3. (4) 101-510 LIFTING PIPE ITEMS SHIPPED LOOSE CONSTRUCTION NOTES DATE DRAFTER REVISION 5/9/24 NRS REMOVED FOUNDATION 12/26/24 NRS UPDATED OBSOLETE MATERIAL 4/3/25 SAR MOVED WAVEGUIDE FROM WALL D REVISION LOG 1. FLOOR TO HAVE 2X4 JOISTS 3. ON 16" CENTERS 3. WALLS TO HAVE 2X4 STUDS 7. ROOF TO BE FR DECK PANEL A 6. ROOF TO HAVE R-19 SPRAY IN FOAM INSULATION APPLIED TO UNDERSIDE OF FR DECK PANEL A 5. ON 12" CENTERS 5. ROOF TO HAVE 2X12 TRUSS 10. 10 1/2" X 1 1/2" 18 GAUGE GALVANIZED STRAPS TO BE INSTALLED ON ALL ROOF RIM JOISTS AND WHERE INDICATED ON FLOOR RIM JOISTS (SEE SKID). STRAPS ARE TO BE FASTENED WITH 1 1/2" X .100 KNURLED MG NAILS. 11. TOP CHORDS TO BE (2) 2X4'S. 2. FLOOR TO HAVE R-15 FIBERGLASS INSULATION ELECTRICAL NOTES INTEGRATION NOTES 1. STANDARD HALO: · HALO GROUND TO BE BARE STRANDED #2 AWG. NO SPARK GAP 2. CABLE LADDER TO BE MOUNTED AT 7'-2" A.F.F. 1. ON 12" CENTERS 4. WALLS TO HAVE R-15 FIBERGLASS INSULATION NONE

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
2 of 29 Revisions & Notes 8. PERIMETER SKID TO BE HOT DIP GALVANIZED 9. ALL EDGING AND TRIM TO DARK BRONZE IN COLOR 1. ALL WIRING SHALL BE IN ACCORDANCE WITH THE 2022 CALIFORNIA ELECTRIC CODE 2. ALL ELECTRICAL MATERIALS SHALL BE U.L. LISTED AND CLASSIFIED AS SUITABLE FOR THE PURPOSE SPECIFIED. 3. ALL WIRING SHALL BE SURFACE MOUNTED IN RACEWAYS USING APPROVED CONNECTORS, COUPLINGS, AND CLAMPS. ALL CONDUIT SHALL BE ANCHORED IN PLACE AT APPROXIMATELY EVERY 4 FT AND A MAXIMUM OF 3' FROM EVERY ELECTRICAL BOX. 4. ALL AC WIRING SHALL BE THHN STRANDED COPPER CONDUCTORS. 5. ALL WIRING SHALL BE TESTED AND INSPECTED PRIOR TO SHIPMENT. 6. GREEN GROUNDING CONDUCTORS SHALL BE ROUTED TO ALL OF THE BUILDING'S AC POWERED DEVICES. CONDUIT SHALL NOT BE USED AS THE SOLE SOURCE OF GROUNDING. 7. ALL ALARM DEVICES WIRING SHALL BE IN ITS OWN CONDUIT SYSTEM. 8. MINIMUM EMT CONDUIT SIZE SHALL BE TRADE SIZE 16 (1/2") 10. IF SMOKE DETECTORS, SPRINKLER HEADS, OR HYDROGEN DETECTORS ARE PRESENT, THEY SHALL NOT BE INSTALLED ABOVE CABLE LADDER WHEN CABLE LADDER IS USED IN THE SHELTER. 9. ELECTRICAL CONDUIT COUPLERS WILL BE STANDARD SCREW TYPE FITTINGS. 38 12. A/R 900-186 CLR-12-2 12" CABLE LADDER RACK 7. 1 915-054 GBI14420TBI 20" MASTER GROUND BAR 9. 500-0712 4', 2 BULB LED LIGHT FIXTURE, 22W 10. 500-085 EXTERIOR LED LIGHT (12W) WITH PHOTOCELL 5. 100-568 BD7819 SINGLE PROGRAMMABLE HVAC THERMOSTAT 4. 200-148 QO132M100 100A. 120/240V. SINGLE PHASE, 32 POSITION DISTRIBUTION PANEL W/ 100A. MAIN BREAKER 13. A/R A/R 4" WIRE RACEWAY BILL OF MATERIALS NO. QTY. TBB PART # MFG PART # DESCRIPTION 14. 1 001-2048 METAL WALL FILE 2. 800-100 GFI RECEPTACLE 20A. W/WEATHERPROOF COVER 11. 800-101 DUPLEX RECEPTACLES 20A. 2 11111
5 3. 1 500-128 MS-OPS5M-WH OCCUPANCY SENSOR SWITCH 8. 1 199-077 B1199 4-4" CABLE ENTRY PORT 6. 1 899-955 W12AB-A0ZBPXXXJ BARD 1 TON AC, NO HEAT, 11 EER 15. 3 800-104 L5-30 TWISTLOCK RECEPTACLES 30A. 16. 1 399-0051 5T901 FIRE EXTINGUISHER, 10 LB, CLASS BC 17. 1 399-0254 62UM13 FIRST AID KIT 18.2 UNISTRUT, 1 5/8" X 1 5/8" X 16" 3' X 7' STEEL INSULATED DOOR AND FRAME W/ BAKED ON ENAMEL PAINT W/S.S. BALL BEARING HINGES W/ NON REMOVABLE PINS, RIGHT HAND REVERSE W/ 1. 1 099-095 GLOBAL WELDED FRAME LEVER PASSAGE DEADBOLT HYDRAULIC DOOR CLOSER WITH HOLD OPEN LATCH GUARD 41415 41430 41485, 41486 315571111 915-211-GRY SLIM SMW4N-LED48-B-VK-WHT-DIM-FR-NL-DD/22W NONE

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
3 of 29 Bill of Materials
39 4 WALL "A" WALL "D" WALL "C" WALL "B" 7 9'-1 3/4"
8'
7'-1 3/4" SUPPLY RETURN
3'-6 7/8" 6 11 11 1'-10" 11 1'-10"
2' 4' TYP. 11
2'-10" 3'-3" 1'-6" 15 15 3 14 5 1 16 17 11 3'-1"
4'-6" 1'-4"
6' 13 2" 1'-6" 12 1' 18 18
3'-6 7/8" 99 86 1/2" 1'
6"
1' 1' 7'-2" NOTES: 1. ALL CONDUIT SHOWN IS APPROXIMATE AND MAY NOT REFLECT ACTUAL RUNS IN BUILDING 1/4" = 1'-0"

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID
SHELTER 4 of 29 Interior Layout
40 WALL "B" WALL "A" WALL "D" WALL "C"
1 2 10
6 METAL ROOF EDGE AGGREGATE EXTERIOR PANEL METAL ROOF EDGE AGGREGATE EXTERIOR PANEL METAL ROOF EDGE AGGREGATE EXTERIOR PANEL METAL ROOF EDGE AGGREGATE EXTERIOR PANEL 1" GROUNDING PENETRATION AT 45° WITH CAP BARD 8 6 6 1 1/4" ELECTRICAL ENTRANCE
3/16" = 1'-0"

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
5 of 29 Elevation Views
41 3'
1/2"
7'
1 3
4" BALL BEARING HINGES WITH NON REMOVABLE PINS PASSAGE DEADBOLT BALL BEARING HINGES WITH NON REMOVABLE PINS NOTES: · DOOR FRAME 16 GAUGE PRIMED AND PAINTED STEEL. · DOOR SLAB 18 GAUGE PRIMED AND PAINTED STEEL. · WEATHER STRIPPING AROUND DOOR OPENING. · THRESHOLD BELOW DOOR. · DRIP CAP ABOVE DOOR FRAME. · PASSAGE AND DEADBOLT. · HYDRAULIC CLOSER WITH HOLD OPEN · LATCH GUARD
NTS

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
6 of 29 Door Detail
42 #6 #3 100 1
3579111315171921353937333129272523 DESCRIPTION
QTY. UNIT V.A.

A B PHASE
TRIP
POLES

WIRE SIZE
A.I.C. LOAD LOAD PER PHASE PANEL CIRCUIT (VA) AND LOAD PER PHASE LOAD SCHEDULE (VA) 41 34384036303228 PHASE V.A.

QTY. 20242622161814
61012842 B A LOADDESCRIPTION UNIT

WIRE SIZE
A.I.C.

POLES
TRIP LOCATION: DESIGNATION: SERVICE: S/G S/N 42 FROM UTILITY LIGHTS 3 19 57 20 1 12 10k 20 20 10k 12 1 20 180 180 1 GFI 10k 2 1 2604 5208 1 TON BARD HVAC 2604 10 30 30 SUBTOTAL MANUFACTURER: CATALOG NUMBERS: TOTAL KVA PHASE A TOTAL KVA PHASE B TOTAL AMPS PHASE A TOTAL AMPS PHASE B CONTINUOUS NO EQUAL: APPROVED EQUAL: MOUNTING: SURFACE FLUSH SUBTOTAL VOLTAGE: NEUTRAL: MAIN BREAKER: MAIN LUGS: MAINS: TOP BOTTOMMAIN COPPER BUS: CYCLE: PHASE: WIRES: A/C: TRIP: 3.0 3.3 25.3 27.7 248 720 2604 2784

X SQUARE D
X
X 60 1 3 22 KA SQUARE D QO132M100 100 AMP 100 AMP 100 AMP FRAME 120/240V. 1 1/4" RGS (3) #3WIRE (1) #6 WIREWIRING SCHEMATIC UTILITY MAIN PANEL NONE

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
7 of 29 Electrical Panel DUPLEXES 1 180 180 20 1 12 10k 20 DUPLEXES 4 180 720 20 1 12 10k 20 TWISTLOCK 1 30 1 10 10k 30 30 10k 10 1 30 1 TWISTLOCK TWISTLOCK 1 30 1 10 10k 30 43 V33 COVE INTERIOR WALL AND CEILING TO BE FINISHED WITH 3/4" PRE-FINISHED FRP/OSB BOARD FRP IS RATED FIRE CLASS C 1/4" AGGREGATE PANEL METAL ROOF EDGE 23/32" FR DECK PANEL 45 MIL REINFORCED MULE HIDE WHITE TPO ROOFING MEMBRANE FULLY ADHERED WITH AQUA BASE 120 BONDING ADHESIVE TO FR DECK PANEL HOUSE WRAP DOUBLE TOP PLATES 1/2" EXTERIOR RATED WALL SHEATHING PANEL TOP PLATE TO WALL STUD ROOF FASTENED TO WALL 2 X 12'S TRUSSES@ 12" O.C. TAPERED TO FORM ROOF PITCH R-19 SPRAY-IN FOAM APPLIED TO UNDERSIDE OF FR DECK PANEL INTERIOR WALLS TO BE FINISHED WITH 3/4" PRE-FINISHED FRP/OSB BOARD FRP IS RATED FIRE CLASS C COVE HOUSE WRAP 1/2" EXTERIOR RATED WALL SHEATHING PANEL WALLS FASTENED IN CORNERS 2 X 4's @ 16 O.C. R-15 FIBERGLASS R-15 FIBER- GLASS R-15 FIBER- GLASS 1/4" AGGREGATE PANEL PVC CORNER PIECE PVC TRIM STRIP 1/4" GAP BETWEEN AGGREGATE PANELS WALL FASTENED TO FLOOR 3/4" T & G STURD-I-FLOOR BOTTOM OF WALL SEALED WITH CONSTRUCTION ADHESIVE SEALANT 6" X #9 BEAM 3/8" x 4" LAG BOLT @ 12" O.C. 1/8" COMMERCIAL GRADE TILE 4" BASEBOARD INTERIOR OF WALL TO BE FINISHED WITH PRE-FINISHED FRP/OSB BOARD FRP IS RATED FIRE CLASS C @12" O.C. HOUSE WRAP 1/2" EXTERIOR RATED WALL SHEATHING PANEL BOTTOM OF FLOOR IS 3/4" CDX PLYWOOD SEALING WITH AN ASPHALT UNDERCOATING AND A 18 X 16 X .011 WIRE MESH FOR RODENT PROTECTION 1/4" AGGREGATE PANEL R-15 FIBERGLASS INSULATION 2 X 4's WRAP BOTTOM OF EXTERIOR SHEATHING WITH HOUSE WRAP 6" UP EACH SIDE WALL TO FLOOR DETAIL WALL TO ROOF DETAIL WALL CORNER DETAIL CONSTRUCTION NOTES: FR DECK PANEL A AND TPO MEMBRANE MUST BE INSTALLED PER ICC-ESR 1365. 1. MULE-HIDE FR DECK PANEL A ROOF DECK MUST BE INSTALLED WITH PYROTITE LAMINATE FACING UP. 2. ALL DECK JOINTS MUST BE BLOCKED WITH 2X4 BLOCKING OR INSTALLED OVER A ROOF JOIST. 3. GAPS IN THE DECK PANELS MUST BE CAULKED WITH RECTORSEAL FLAMESAFE FS9000+. NOTES: 1. SEE FASTENER SCHEDULE FOR FASTENER INFORMATION. 2. HOUSE WRAP TO BE INSTALLED 1/8" BELOW SHEETING AND EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED 6" AND TAPED W/SEAM TAPE. 3. ALL SCREW HOLES THROUGH PANELS FILLED WITH POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED. 4. ALL STRUCTURAL LUMBER SHALL BE SPF #1 OR #2. 5. ALL CDX, EXTERIOR SHEATHING & T&G GLUED TO STUDS WITH ENERBOND SF GLUE (COMPLIES WITH ASTM D3498) TO ALL STUDS BEFORE NAILING. CONSTRUCTION NOTES: FR DECK PANEL A AND TPO MEMBRANE MUST BE INSTALLED PER ICC-ESR 1365. 1. MULE-HIDE FR DECK PANEL A ROOF DECK MUST BE INSTALLED WITH PYROTITE LAMINATE FACING UP. 2. ALL DECK JOINTS MUST BE BLOCKED WITH 2X4 BLOCKING OR INSTALLED OVER A ROOF JOIST. 3. GAPS IN THE DECK PANELS MUST BE CAULKED WITH RECTORSEAL FLAMESAFE FS9000+. SEE FASTENER SCHEDULE SPRAY-IN FOAM REQUIREMENT NOTES: 1. SPRAY-IN FOAM TO BE BASF SPRAYTITE 178 APPLIED AT THE FOLLOWING THICKNESS (PER INTERTEK REPORT CCRR-1031): R-21 3-1/2" THICK R-25 4" THICK R-30 5" THICK R-35 6" THICK R-38 6" THICK NTS

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID
SHELTER 8 of 29 Corner Construction
44 1114" 714" 10 1/2" X 1 1/2" 18 GAUGE STRAPPING, QTY 2 (EACH END OF TRUSS) TAPERED 23/32" FR DECK PANEL NAILED TO TRUSS SPACED 12" O.C. 2 X 12 ROOF TRUSS INTERIOR PRE-FINISH FRP/OSB TO FASTENED TO TRUSS 23/32" FR DECK PANEL NAILED TO TRUSS DOUBLE TOP PLATE SPACED 12" O.C. 1/2" - 12" PITCH ROOF STRUCTURE SIDE DETAIL ROOF STRUCTURE END DETAIL NOTES: 1. SEE FASTENER SCHEDULE FOR FASTENER INFORMATION. 2. HOUSE WRAP TO BE INSTALLED 1/8" BELOW SHEETING AND EXTEND TO TOP OF TOP PLATE. ALL SEAMS TO BE LAPPED 6" AND TAPED W/SEAM TAPE. 3. ALL SCREW HOLES THROUGH PANELS FILLED WITH POLYURETHANE CAULK PRIOR TO SCREW BEING INSTALLED. 4. ALL STRUCTURAL LUMBER SHALL BE SPF #1 OR #2. 5. ALL CDX, EXTERIOR SHEATHING & T&G GLUED TO STUDS WITH ENERBOND SF GLUE (COMPLIES WITH ASTM D3498) TO ALL STUDS BEFORE NAILING.

NTS

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID
SHELTER 9 of 29 Roof Construction
45 NONE

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
10 of 29 Fastener Schedule SPAN RATINGS FOR CONSTRUCTION MATERIALS: FLOOR 23/32" T&G: 24 OC WALL 15/32" OSB: 32/16 ROOF 23/32" PLYWOOD: 48/24 FASTENER SCHEDULE CHART ITEM SIZE TYPE SPACING TOLERANCE MINIMUM TBB PART # INTERIOR OSB/FRP TO ASSEMBLY FRAMEWORK 15GA X 2 1/2" FINISH NAIL 6" AROUND PERIMETER, 12" IN FIELD +/- 1/4" 36 299-0003 ALL OSB, CDX & T&G TO ASSEMBLY FRAMEWORK .131 X 2 1/2" COMMON NAIL 4" AROUND PERIMETER, 12" IN FIELD +/- 1/4" 36 299-0006 SHEATHING TO RIM JOIST .131 X 2 1/2" COMMON NAIL 4" ON CENTER +/- 1/4" VARIES 299-0006 CORNER WALL TO WALL 3/8" X 6" LAG 3/4" FROM OUTER EDGE, 24" OC IN FIELD +/- 3/4" VARIES 299-0012 FLOOR TO SKID 3/8" X 4" LAG 12" OC STAGGERED VARIES 299-0284 WALL TO FLOOR 3/8" X 4" LAG 2" FROM FLUSH OUTER EDGE, EVERY 24" +/- 3/4" VARIES 299-0284 ROOF TO WALL 3/8" X 6" LAG 12" OC +/- 3/4" VARIES 299-0012 TOP PLATE TO STUD 2X4 .131 X 3" COMMON NAIL 2 END NAILED 2 299-0002 STUD TO SOLE PLATE .131 X 3" COMMON NAIL 2 END NAILED 2 299-0002 DOUBLE TOP PLATES .131 X 3" COMMON NAIL 16" OC TYPICAL FACE NAIL +/- 3/4" VARIES 299-0002 TOP PLATES LAP & INTERSECTIONS .131 X 3" COMMON NAIL 2 FACE NAILED 2 299-0002 CONTINUOUS HEADER, TWO PIECES .131 X 3" COMMON NAIL 16" OC ALONG EDGE +/- 3/4" VARIES 299-0002 CONTINUOUS HEADER TO STUD .131 X 3" COMMON NAIL 4 END NAILED 4 299-0002 ROOF JOIST TO PLATE .131 X 3" COMMON NAIL 6 FACE NAILED 6 299-0002 ROOF DECK .131 X 2 1/2" COMMON NAIL 6" AROUND PERIMETER, 12" IN FIELD +/- 1/4" 36 299-0006 END WALL SHEATHING .131 X 2 1/2" COMMON NAIL 4" AROUND PERIMETER, 12" IN FIELD +/- 1/4" VARIES 299-0006 SIDE WALL SHEATHING .131 X 2 1/2" COMMON NAIL 6" AROUND PERIMETER, 12" IN FIELD +/- 1/4" VARIES 299-0006 ROOF FACE TO ROOF BASE #8 X 3/4" TEK SCREW 12" O.C. VARIES 299-0013 EXTERIOR AGGREGATE PANEL WITH NO RIGID INSULATION #10 X 2" SS SCREW 1" FROM EDGE, 1 EVERY 2' IN FIELD; PREDRILLED 3/16" HOLES +/- 1/4" VARIES 299-0008 EXTERIOR AGGREGATE PANEL WITH R5RIGID INSULATION #10 X 2 1/2" SS SCREW 1" FROM EDGE, 1 EVERY 2' IN FIELD; PREDRILLED 3/16" HOLES +/- 1/4" VARIES 299-0009 EXTERIOR AGGREGATE PANEL WITH R7.5 RIGID INSULATION #10 X 3 1/2" SS SCREW 1" FROM EDGE, 1 EVERY 2' IN FIELD; PREDRILLED 3/16" HOLES +/- 1/4" VARIES 299-0045 18 GA STRAPPING OF DOUBLE STUDS TO RIM JOIST .148 X 2 1/2" COMMON NAIL 16 NAILS MIN, 8 INTO DOUBLE STUDS AND 8 ONTO RIM JOIST (BOTH STRAPS) 16 299-0508 46 8'-1" 1'-6"
7'-10 1/4"
3'-9 1/8" 8'-4 1/4" 9'-10 1/4" 4'-1" 1* 3 1* 2 2 1*1*1* 3 3'-5 1/8" 3'-5 1/8" A A B B 1' TYP 10 1/2" X 1 1/2" 18 GAUGE STRAPPING LOCATION 10 1/2" X 1 1/2" 18 GAUGE STRAPPING LOCATION 10 1/2" X 1 1/2" 18 GAUGE STRAPPING LOCATION 1'-1 3/4" 1'-1 3/4"
1'-1 3/4" 1'-1 3/4" LIST OF MATERIAL NO. QTY. DESCRIPTION 1. 5 2. 3. 4 BEAM SUPPORT (W6 X 9#) GRADE 50 GRADE A992 WEIGHT 389.4# 2 119.1# A36 ANGLE, SUPPORT (2 X 2 X 1/4) 43.7# PIPE SUPPORT (3" NOM. SCH 40) TOTAL BLACK STEEL WEIGHT 552.2# A500B HOLD DOWN PLATE ANCHOR BOLT SKID BEAM (SUPPLIED BY OTHERS) 7" 4" 2" 2" PLATE TO BE 1/4" THICK GRADE A36 WITH 7/8" DIA HOLE FOUNDATION BUILDING Ø7/8" 3 TYP. 1 1 2 1/4" 1/4" 2" 3/8" x 45° CHAMFER 3/16" 3/16" TYP. 1/4 1/4 TYP. TYP. TYP. NOTES: WELDED ASSEMBLY TOP VIEW 3/8" = 1' SCALE

AS NOTED

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
11 of 29 Skid UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS SHOWN ON THIS DRAWING SHALL HAVE THE FOLLOWING TOLERANCE: FRACTION ± 1/8" ANGLE ± 2° 3. STRAPPING TO BE ATTACHED TO KING STUDS ON OPENINGS MARKED 1. FINISH: HOT DIP GALVANIZED. *2. BOTH ENDS OF THIS BEAM ARE COPED, SEE BEAM COPING DETAIL 1" = 1' SCALE SECTION "B-B" 1" = 1' SCALE SECTION "A-A" 1" = 1' SCALE ANCHOR PLATE DETAIL 1" = 1' SCALE 1" = 1' SCALE BEAM COPING DETAIL BEAM COPING WELD DETAIL 1" = 1' SCALE BEAM TO BEAM WELD 47 DETAIL C DETAIL D DETAIL B DETAIL A EDGE PROTECTORS MUST BE USED TO PREVENT DAMAGE TO THE CORNERS PROTECT EXTERNAL FEATURES SEE INSTALLATION INSTRUCTIONS THIS PAGE FOR ALLOWABLE ANGLE OF LIFTING SLING THE FOLLOWING INSTRUCTIONS ARE FOR LIFTING OF SHELTER WITH CRANE, SPREADER BAR, STRAPS AND LIFTING PIPES. 1. SLIDE LIFTING PIPES INTO PIPE OPENINGS ON SKID OF SHELTER. LEAVE ABOUT 6" TO 8" EXTENDING OUTSIDE OF SHELTER. 2. LOOP LIFTING STRAPS AROUND LIFT PIPE. MAKE SURE STRAPS WILL CLEAR EXTERNAL ITEMS ON SHELTER, DOOR KNOBS-LIGHTS ETC. CENTER CRANE LIFTING POINT OVER CENTER OF BUILDING. 3. BEGIN TO LIFT SLOWLY, MAKE SURE STRAPS ARE NOT CAUGHT ON ANYTHING. KEEP SHELTER LOW AND AS LEVEL AS POSSIBLE. 4. SWING SHELTER OVER AREA WHERE SHELTER LOCATION WILL BE. CENTER SHELTER ON AREA AND LOWER INTO POSITION. 5. AFTER SHELTER IS SET REMOVE STRAPS FROM LIFTING PIPES AND SWING STRAPS AWAY FROM SHELTER MAKING SURE STRAPS ARE NOT HOOKED ON SOMETHING. REMOVE LIFT PIPES. 6" TO 8" A B C D 20° 20° MAXIMUM ANGLE PARALLEL TO WALL DO NOT EXCEED RIGGING NOTES: 1. SHELTER MUST BE LIFTED ONLY AT POINTS PROVIDED, USING APPROPRIATE SPREADER BARS AND SLINGS. 2. UNLESS OTHERWISE APPROVED OR INDICATED, LIFT ONLY THE SHELTER AND THERMO BOND INTALLED EQUIPMENT AS DELIVERED. DO NOT LIFT THE SHELTER WITH ADDITIONAL FIELD INSTALLED EQUIPMENT INSIDE WITHOUT CONTACTING THERMO BOND. 3. INSPECT EACH LIFT DEVICE FOR CRACKS, WARPING OR OTHER DEFECTS BEFORE INSTALLING ON SHELTER. DO NOT USE A LIFTING DEVICE THAT HAS ANY CRACKS, QUESTIONABLE WELDS, OR IS BENT OUT OF SHAPE. 4. DO NOT ROUTE SLING NEAR HVAC SYSTEMS. 5. REMOVE OR PROTECT DOOR HARDWARE AND OTHER PROTRUSIONS FROM DAMAGE. 6. RIGGER IS TO PROVIDE ALL EQUIPMENT ABOVE THE THERMOBOND EXTERIOR LIFTING DEVICE. THE RIGGER IS RESPONSIBLE FOR ENSURING THAT THE SAFETY REQUIREMENTS LISTED HEREIN ARE MET. 7. RIGGING SHALL CONFORM TO APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 8. IF SHELTER IS DELIVERED WITH TEMPORARY SHIPPING WALLS OR ANY OTHER TEMPORARY STRUCTURE INSTALLED FOR TRANSPORT, DO NOT REMOVE BEFORE SHELTER PLACEMENT. 9. DO NOT USE SINGLE HOLE POSITIONS FOR LIFTING. 10. DO NOT SET THE SHELTER ON AN UNEVEN OR UNSTABLE SURFACE. RIGGING DIAGRAMS ARE TYPICAL DEPICTIONS. ACTUAL RIGGING AND LIFTING IS THE RESPONSIBILITY OF THE RIGGING CONTRACTOR LIFTING PIPES PROVIDED BY THEMO BOND NONE

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND. THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN MAY NOT BE REPRODUCED, USED OR DISCLOSED IN ANY MANNER OR TO

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
12 of 29 Lifting Detail
48 WALL A FRAMING
(VIEWED FROM EXTERIOR)
AA

SECTION A-A
9'-10 1/4"
2X4 HORSE SHOE2X4 HORSE SHOE
2X6 HEADER, 22
58" L
2X4 FLAT2X4 FLAT
0"
0"
54 3/4"
65 3/8"
76"
69"
91"
95 5/8"
60"
31 1/4"15 1/4"
48"
85 3/8"79 1/4"65 3/4"
96"
118 1/4"
92 5/8"
1/2" = 1'-0"

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND.

THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN

MAY NOT BE REPRODUCED, USED OR

DISCLOSED IN ANY MANNER OR TO

ANY EXTENT (EXCEPT BY OR TO

THERMOBOND) WITHOUT THE PRIOR

WRITTEN AUTHORIZATION OF
THERMOBOND.

DRAWN:
4/3/24
REVISED:
5/9/24
DRAWN BY:

NRS
PROJECT NUMBER:
2404-160-2
SCALE ~ 11X17:SHEET:

PROJECT NAME:

DRAWING NUMBER:

TBB1390
FIRE STATION 21

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
13 of 16 Wall A Framing
SCALE: 1/2" = 1'-0"
wgr
7/17/27
K. LIN 10/10/2023
Building and Safety Division A P P R O V E D
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law. 09/03/2024 49 WALL B FRAMING
(VIEWED FROM EXTERIOR)
BB

SECTION B-B
92 5/8"
7'-1 3/4"
2X6 HEADER, 43
12" L
0"
0"
63 1/8"
22 5/8"
15 1/4"
85 3/4"
86 1/2"
31 1/4"
48"
1/2" = 1'-0"

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND.

THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN

MAY NOT BE REPRODUCED, USED OR

DISCLOSED IN ANY MANNER OR TO

ANY EXTENT (EXCEPT BY OR TO

THERMOBOND) WITHOUT THE PRIOR

WRITTEN AUTHORIZATION OF
THERMOBOND.

DRAWN:
4/3/24
REVISED:
5/9/24
DRAWN BY:

NRS
PROJECT NUMBER:
2404-160-2
SCALE ~ 11X17:SHEET:

PROJECT NAME:

DRAWING NUMBER:

TBB1390
FIRE STATION 21

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
14 of 16 Wall B Framing
SCALE: 1/2" = 1'-0"
wgr
7/17/27
K. LIN 10/10/2023
Building and Safety Division A P P R O V E D
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law. 09/03/2024 50 WALL C FRAMING
(VIEWED FROM EXTERIOR)
CC

SECTION C-C
9'-10 1/4"
2X4 HORSE SHOE2X4 HORSE SHOE
0"
0"
95 5/8"
15 1/4"31 1/4"
48"
63 1/4"79 1/4"
96"
118 1/4"
92 5/8"
1/2" = 1'-0"

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND.

THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN

MAY NOT BE REPRODUCED, USED OR

DISCLOSED IN ANY MANNER OR TO

ANY EXTENT (EXCEPT BY OR TO

THERMOBOND) WITHOUT THE PRIOR

WRITTEN AUTHORIZATION OF
THERMOBOND.

DRAWN:
4/3/24
REVISED:
5/9/24
DRAWN BY:

NRS
PROJECT NUMBER:
2404-160-2
SCALE ~ 11X17:SHEET:

PROJECT NAME:

DRAWING NUMBER:

TBB1390
FIRE STATION 21

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
15 of 16 Wall C Framing
SCALE: 1/2" = 1'-0"
wgr
7/17/27
K. LIN 10/10/2023
Building and Safety Division A P P R O V E D
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law. 09/03/2024 51 WALL D FRAMING
(VIEWED FROM EXTERIOR)
92 5/8"
7'-1 3/4"
DD

SECTION D-D
15 1/4"
0"
0"
31 1/4"
37 1/4"
47"
63 1/4"
79 1/4"
85 3/4"
77 7/8"
90 5/8"
95 5/8"
48 1/2"
2X4 HEADER
1/2" = 1'-0"

VENTURA COUNTY

THIS DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN

ARE THE PROPRIETARY DATA AND
TRADE SECRETS OF THERMOBOND.

THIS DOCUMENT AND THE

INFORMATION CONTAINED HEREIN

MAY NOT BE REPRODUCED, USED OR

DISCLOSED IN ANY MANNER OR TO

ANY EXTENT (EXCEPT BY OR TO

THERMOBOND) WITHOUT THE PRIOR

WRITTEN AUTHORIZATION OF
THERMOBOND.

DRAWN:
4/3/24
REVISED:
5/9/24
DRAWN BY:

NRS
PROJECT NUMBER:
2404-160-2
SCALE ~ 11X17:SHEET:

PROJECT NAME:

DRAWING NUMBER:

TBB1390
FIRE STATION 21

OJAI, CA
8'W. OD x 10'L. OD x 8'H. ID

SHELTER
16 of 16 Wall D Framing
SCALE: 1/2" = 1'-0"
wgr
7/17/27
K. LIN 10/10/2023
Building and Safety Division A P P R O V E D
This set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permission from the Building and Safety Division, County of Ventura. The stamping of this plan and specifications SHALL NOT be held to permit or to be an approval of the violation of any provisions of any County Ordinance of State Law. 09/03/2024 52 Issuing Office: WCO Record Number: BP24-00936 Date Issued: 06/18/2025 Project Address: 1201 E OJAI AV, COMM#
Owner: VENTURA COUNTY OF
Address: 11201 RIVERBANK DR #A1
Contractor: Phone Number:

Address: License Number:

Project Description: VCFC 21 Installation of a new 60-foot-high communication tower with antennas, new prefab radio equipment shed with concrete entry landing, new bollards, new exterior cable bridge, installation of a new dry well, new underground electrical-telco-coaxial conduits, install all exterior grounding, extend conduits into the building and hook up to electrical-telco-radio equipment and repair/replace all concrete which was disturbed during construction.

Inspection Record Card
Inspection Record Card must be present at the project site, for all inspections.

Project Name:

Inspection Requests can be made 24 hours using text messaging at 1-844-405-1846. Please see the Inspection Scheduling Instructions for more information on how to request your inspection by Text Message.

When requesting inspections by Text Message, please be prepared to have the following information and follow the prompts to submit your request:

1. Your permit record number (e.g. C22-000136)

2. The inspection code for the requested inspection (See Inspection Scheduling Instructions)

3. The desired date of inspection (month and day, e.g. “01/10” for January 10th)

4. The desired/preferred inspection time range (“am” or “pm”) Inspection requests must be received before 4pm on the business day prior to the desired inspection date.

Inspection requests received after 4pm will be scheduled for the day following the next business day. For example, an inspection request received on Wed at 2pm will be scheduled for Thursday. If the request is received on Wed at 4:30pm, the inspection will be scheduled for Friday.

B&S will try to accommodate your preference for an AM or PM inspection time. However, due to fluctuations in inspection locations day by day, the preferred inspection request time range cannot be guaranteed. Once your inspection has been scheduled for the day, you will receive an automatic notification via Text Message confirming the estimated time range for the inspection.

Please be reminded that the approved construction plans must be made available to the Building Inspector at the site. Inspections cannot be conducted without the approved plans.

West County Office: General Line: 805-654-2771 | Inspection Line: 805-654-2791 | 800 S Victoria Ave, Ventura, CA 93009 East County Office: General Line: 805-582-8064 | Inspection Line: 805-582-8063 | 2400 Conejo Spectrum St., Thousand Oaks, CA 91320 53 BUILDING PERMIT: BP24-00936
Issuing Office:

Date Applied:

Issued by:

Date Issued:

WCO Zoning Clearance:
04/04/2024
n/a per planning
06/18/2025
A Anaya
SITE INFORMATION:

Project Address:

Locality:

APN: Lot No.: Track No.:

Owner: VENTURA COUNTY OF 11201 RIVERBANK DR #A1
Phone No.:

Contractor:

Phone No.:

Designer: IDEAS 1082 South Seaward Avenue, Ventura, CA 93001 Phone No.: State Lic. No.: c-24269
State Lic. No.:

OJAI
1201 E OJAI AV COMM
WORK DESCRIPTION:

Detailed Desription: VCFC 21 Installation of a new 60-foot-high communication tower with antennas, new prefab radio equipment shed with concrete entry landing, new bollards, new exterior cable bridge, installation of a new dry well, new underground electrical-telcocoaxial conduits, install all exterior grounding, extend conduits into the building and hook up to electrical-telco-radio equipment and repair/replace all concrete which was disturbed during construction.

Project Name:

BUILDING INFORMATION:

Constr. Type:

No. of Bdrm.:

High Fire Area:

Shell Building:

Soil Exp. Index:

Total Permit Fees:

V-B: Type V Non-Rated Occupancy:

Building Area:

PT Slab:

Struc observe:

U
$1,388.80
No. Stories:

Sprinklers:

Compliance Review:

Soil Bearing Pressure:
0 Total Landscaping Area (sq ft.):

MWELO Compliance:
80 Valuation:

TEXT (844) 405-1846 TO SCHEDULE AN INSPECTION
West County Office: General Line: 805-654-2771 | Inspection Line: 805-654-2791 | 800 S Victoria Ave, Ventura, CA 93009 East County Office: General Line: 805-582-8064 | Inspection Line: 805-582-8063 | 2400 Conejo Spectrum St., Thousand Oaks, CA 91320 54 Occupancy: Type: Factor Square Feet Value
Antenna Towers Self Supporting (ea) $19,219.70 1 $19,219.70 Total Valuation: $19,219.70
55 56
57 58
59 Record Number: BP24-00936 Address: 1201 E OJAI AV, COMM#

DAILY INSPECTION SCHEDULE

SCAN FOR
West County Office: General Line: 805-654-2771 | Inspection Line: 805-654-2791 | 800 S Victoria Ave, Ventura, CA 93009 East County Office: General Line: 805-582-8064 | Inspection Line: 805-582-8063 | 2400 Conejo Spectrum St., Thousand Oaks, CA 91320 60 County of Ventura
Public Works Agency
Engineering Services Department

MEMORANDUM
Date: 07/19/2024
To: Building and Safety
Ben Fischetti, PE, Engineering Manager
Land Development Services
From:

Subject: Building and Safety
Reference: BP24-00936, , SR24-0038
VENTURA COUNTY OF [1201 OJAI AV, 0240080135]
Date of Report Consultants Report Title Report Log No
07/16/2024 Rybak Geotechnical, Inc Response letter, Proposed Communications Tower and Support Shed, Fire Station No. 21
3652
09/13/2022 Rybak Geotechnical, Inc Proposed Communications Tower and Support Shed, Fire Station No. 21
3652
A review of the referenced report has been completed and sufficient information is presented to satisfy minimum code requirements and approve the report.

1. A Grading Permit is not necessary for the described project.

Page 1 of 161 ends

Guidelines for Orderly Development
The “Guidelines for Orderly Development” have been adopted by the Board of Supervisors, all City Coun cils within Ventura Coun ty and the Lo cal Agency For ma tion Com mis sion (LAFCO). Th ey refi ne the guide lines orig i nal ly adopted in 1969 and main tain the con sis tent theme that ur ban development should be lo cat ed within in cor po rat ed cities when ev er or wher ev er prac ti cal.

Th e revision of these Guidelines in De cem ber 1996 culminated an eff ort during the year by the Coun ty, Cities and LAFCO to im prove the clarity of re la tion ships be tween local agen cies with re spect to ur ban development projects.

Intent of Guidelines
• Clarify the relationship between the
Cities and the County with respect
to urban plan ning
• Facilitate a better understanding
re gard ing development standards
and fees
• Identify the appropriate gov ern -
men tal agen cy re spon si ble for
making de ter mi na tions on land use
requests
Jurisdictional
Framework
Th e Guidelines are a unique eff ort to
en cour age ur ban development to occur
with in Cities; en hance the regional
re spon si bil i ty of County gov ern ment;
and fa cil i tate the or der ly planning and
de vel op ment of Ventura Coun ty by:
• Providing a framework for cooperative in ter gov ern men tal relations. • Allowing for urbanization in a
manner that will ac com mo date the
development goals of the in di vid u al
communities while con serv ing the
re sourc es of Ventura County.
• Promoting effi cient and eff ective
de liv ery of com mu ni ty services for
existing and fu ture res i dents.
• Identifying in a manner understandable to the gen er al public the planning and ser vice re spon si bil i ties of local governments pro vid ing urban
services within Ventura County.

General Policies
• Urban development should occur, when ev er
and wherever practical, within in cor po rat ed
cities which exist to provide a full range of
mu nic i pal services and are re spon si ble for
urban land use planning.
• Th e Cities and the County should strive to
pro duce general plans, ordinances and poli cies which will fulfi ll these Guidelines.

Policies Within Spheres of
Infl uence
• Applicants for land use permits or en ti tlements for urban uses shall be encouraged to apply to the City to achieve their development goals and discouraged from applying to the Coun ty.
• Th e City is primarily responsible for local
land use planning and providing municipal
ser vic es.
• Prior to being developed for urban purposes or to receiving municipal services, land should be annexed to the City.
• Annexation to the City is preferable to the
for ma tion of new or expansion of existing
Coun ty service areas.
• Land uses allowed by the County without
an nex ation should be equal to or more
re stric tive than land uses allowed by the
City.
• Development standards and capital
im prove ment requirements imposed by
the County for new or expanding developments should not be less than those that would be imposed by the City.

Policies Within Areas of
Interest Where a City
Exists
(outside that City’s Sphere of Infl uence)
• Applications for discretionary land
use per mits or entitlements shall
be re ferred to the City for review
and comment. The County shall
re spond to all com ments re ceived
from the City.
• The County is primarily responsible for lo cal land use planning, consistent with the gen er al land use
goals and ob jec tives of the City.
• Urban development should be
allowed only within Existing
Communities as des ig nat ed on
the County General Plan.
• Existing Communities as designated on the County General Plan should fi nan cial ly sup port
County-administered ur ban servic es which are comparable to those ur ban ser vic es pro vid ed by
the Cities.

Policies Within Areas of
Interest Where No City
Exists
• Th e County is responsible for land
use plan ning and for providing
municipal ser vic es.
• Urban development should only be
al lowed in Unincorporated Urban
Cen ters or Ex ist ing Communities
as des ig nat ed in the Coun ty General Plan.
• Urban development in Unincorporated Ur ban Centers should only be allowed when an Area Plan has been
adopted by the Coun ty, to en sure the
proposed de vel op ment is con sis tent
with the in tent of the Guidelines.

Public Information
County of Ventura • Resource Management Agency • Planning Division 800 South Victoria Avenue, Ventura, CA 93009 • 805 654-2488 • www.vcrma.org/divisions/planning 62 Guidelines for Orderly Development Jun-2018
Definitions
AREAS OF INTEREST- A plan adopted by LAFCO which divides the County into major geo graph ic areas re fl ec tive of community and plan ning iden ti ty. With in each Area of Interest, there is to be no more than one city (but there will not nec es sar i ly be a city in each Area). Areas of Interest also serve as plan ning referral bound aries of the County Plan ning Di vi sion.

DEVELOPMENT STANDARDS- Local regulations which determine the provision of essential ser vic es and in fra struc ture within designated land use dis tricts or ju ris dic tions and which control the ar chi tec tur al and en gi neer ing design of build ings, struc tures and road ways.

EXISTING COMMUNITY- A land use designation of the County General Plan which identifi es ex ist ing urban residential, commercial or in dus tri al en claves lo cat ed outside Urban designated ar eas (i.e., cities or Un in cor po rat ed Urban Cen ters).

An Existing Community may include uses, den si ties, building intensities and zoning des ig na tions which are nor mal ly limited to Urban des ig nat ed ar eas but do not qualify as Un in cor po rat ed Ur ban Centers.

This des ig na tion has been established to rec og nize ex ist ing land uses in unincorporated areas which have been developed with urban building intensities and urban land uses; to con tain these en claves within spe cifi c areas so as to pre vent further ex pan sion; and to limit the building in ten si ty and land use to pre vi ous ly established levels.

LOCAL AGENCY FORMATION COMMISSION (LAFCO)- A regulatory commission em pow ered by State law to co or di nate log i cal and timely chang es in local gov ern ment bound aries; con duct spe cial stud ies which re view way to re or ga nize, simplify and stream line government struc ture; and pre pare Spheres of In fl u ence for each city and special dis trict.

SPHERES OF INFLUENCE- Plans adopted by LAFCO which designate the probable boundaries of each city and special district.

The adoption of Spheres of Infl uence is required by Section 56425 of the Government Code.

UNINCORPORATED URBAN CENTER- A term of the Coun ty General Plan which refers to an existing or planned urban community which is located in an Area of In ter est where no city exists.

The Un in cor po rat ed Urban Center represents the focal cen ter for com mu ni ty and planning ac tiv i ties within the Area of In ter est, and may be a candidate for future in cor po ra tion.

URBAN DEVELOPMENT- Development shall be con sid ered urban if it meets any of the fol low ing cri te ria:

1. It would require the establishment of new com mu ni ty sewer systems or the sig nifi cant ex pan sion of existing community sewer sys tems

2. It would result in the creation of res i den tial lots less than two (2) acres in area; or

3. It would result in the establishment of com mer cial or industrial uses which are neither ag ri cul tur al ly-related nor related to the pro duc tion of mineral resources.
63

Ojai City CouncilAugust 18, 2026

Ojai City Council
August 18, 2026