REPORT TO PLANNING COMMISSION
To: Honorable Chair and Members of the Planning Commission From: Damaris Abraham, Community Development Director
Prepared by: Nancy Huynh, Principal Planner
Date: August 5, 2025
Subject: Planning Application No. 2025-10 (Vista Lago Global Academy):
Commercial Design Review (CDR-2025-08) to Allow Temporary Modular Classroom Buildings for a New Public Charter School located within a Portion of the Parking Lot at Alberhill Ranch Community Park at 28200 Lake Street
Applicant: Alyssa Ross, Vista Charter Public Schools
Recommendation
1. Find that the proposed temporary use project is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15311 (Accessory Structures); and
2. Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2025-08 TO
ALLOW THE TEMPORARY INSTALLATION OF FOUR MODULAR CLASSROOM
BUILDINGS AND ONE MODULAR OFFICE BUILDING FOR A NEW PUBLIC CHARTER
SCHOOL (VISTA LAGO GLOBAL ACADEMY) LOCATED WITHIN THE SOUTHERN PORTION OF THE PARKING LOT AT ALBERHILL RANCH COMMUNITY PARK AT 28200 LAKE STREET (APN 389-020-056).
Project Location
The proposed project site is within the southern portion of the existing surface parking lot at the City-owned Alberhill Ranch Community Park which is a 22-acre public park located at the northwest corner of Lake Street and Nichols Road. Access to the project site is provided by an existing driveway along Lake Street.
The Alberhill Ranch Community Park is zoned Specific Plan (SP) and is located within the Murdock Alberhill Ranch Specific Plan which is part of the Alberhill District. (PA 2025-10 Vista Lago Modulars)
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Background
Vista Charter Public Schools (Vista) has been in operation for over 15 years as a small network of charter schools located throughout Southern California that offer free public education for transitional kindergarten through 12th grade. Vista is proposing to establish their seventh location, Vista Lago Global Academy (Vista Lago), in Lake Elsinore.
Vista has entered into a license agreement with the City to grant them the temporary right to use a portion of the parking lot at Alberhill Ranch Community Park. The license agreement, which was approved by the City Council at their regular meeting on July 22, 2025, is for a three-year term with a one-year option to extend. Vista will operate at the park temporarily while they apply and secure the necessary entitlement approval(s) and building permit(s) to construct the permanent location for Vista Lago. Vista’s rights under the license are contingent upon obtaining the necessary entitlements and the Planning Commission retains its discretion to review this matter independently of the approval of the license.
Their permanent location is proposed to be at Riverside Drive and Joy Street (APN 379-160-004).
Project Description
The proposed project is a Commercial Design Review (CDR-2025-08) to allow the temporary installation of four (4) modular classroom buildings and one (1) modular administrative office building for the temporary operation of a new public charter school, Vista Lago Global Academy.
The project also includes minor site improvements, including temporary hook-ups and infrastructure for utilities, directional wayfinding signage, fencing for safety and security, and an outdoor recreation space for recess. To accommodate the temporary modulars, a total of 41 parking spaces within the southern portion of the Alberhill Ranch Community Park parking lot are proposed to be temporarily removed.
Vista Lago intends to offer free public education for kindergarten through 9th grade with up to 170 students and 24 staff members. The proposed school schedule is 7:45 a.m. to 2:45 p.m. for kindergarten through 5 th grade and 8:30 a.m. to 3:30 p.m. for 6 th through 9 th grade. The administrative office hours are proposed from 7:00 a.m. to 4:30 p.m. Vista Lago would also offer an after-school program from 2:45 p.m. to 6:00 p.m.
Pursuant to the terms of the license agreement with the City, Vista would be responsible for returning the parking lot (and any other areas allowed to be used under the license) back into its original condition upon vacating the use once their permanent school has been fully constructed.
Analysis
The following analysis provides a discussion of the proposed project’s consistency with the development standards and requirements pursuant to the Lake Elsinore Municipal Code (LEMC) as well as the General Plan. In addition, the Design Review Committee, including Staff from Planning, Building and Safety, Fire, Engineering, Economic Development, and Community (PA 2025-10 Vista Lago Modulars)
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Services Departments has reviewed the project and has included recommended conditions of approval to ensure compliance with adopted plans, policies, and regulations.
General Plan and Municipal Code Consistency
The project site is located within the Murdock Alberhill Ranch Specific Plan. This Specific Plan provides for a comprehensive development plan, regulations, and guidelines for a master planned community, which combines residential, commercial, and open space and recreational uses.
Pursuant to the Specific Plan’s land use regulations, elementary, junior high, and high schools are permitted uses. As such, the proposed temporary public charter school is consistent with the allowed uses of the Murdock Alberhill Ranch Specific Plan and complies with the applicable development standards. Furthermore, the project is also consistent with the General Plan because the Murdock Alberhill Ranch Specific Plan was found to be consistent with the General Plan at adoption.
Architecture and Site Design
The project has been reviewed for compliance and consistency with the design guidelines and standards outlined in the Murdock Alberhill Ranch Specific Plan. The overall architectural theme for the Murdock Alberhill Ranch neighborhood is based on styles familiar to rural California with influences of the natural environment that surrounds the Alberhill District. This is reflected in the current design of the community park, which features red clay roof tiles as well as bricks and stucco in natural color tones.
The proposed temporary modular buildings are pre-manufactured structures. Each modular classroom building is approximately 1,400 square feet and features two separate classrooms and two restrooms. The modular office is approximately 650 square feet, which includes three separate offices and one restroom. Although the modulars are pre-manufactured, the exterior color is a light sand color that would complement the existing community park building and the natural setting. Therefore, the project would be consistent with the design and architectural theme and development standards of the Murdock Alberhill Ranch community.
Parking
The community park currently has over 330 parking spaces that are provided in a surface parking lot with existing driveway access along Lake Street and Nichols Road. The school proposes to temporarily remove 41 parking spaces to create their temporary school grounds. The school also proposes using 18 parking spaces for their part-time staff and visitors. When the school is not in operation, these 18 spaces would be available to park visitors. The community park would temporarily have approximately 290 parking spaces remaining to accommodate regular park use as well as planned sports tournaments/games that occur throughout the year.
To ensure the parking is managed properly and avoid potential conflicts with the regular park use and sports tournaments/games, Vista Lago has proposed staggering their school schedule hours which include two different start and end times for the two grade groups (kindergarten through 5th (PA 2025-10 Vista Lago Modulars)
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and 6 th through 9 th). Furthermore, many of the sports tournaments are typically in the evening times and on weekends when the school is not in operation. It is anticipated that regular park use would be more frequented during the evening and weekends when school is not in session.
Although the afterschool program would be offered until 6:00 p.m., the anticipated parking demand and impact would be minimal given that not all students would attend the afterschool program and that Vista Lago only needs six (6) parking spaces for it.
Vista has indicated that they would continue to coordinate and work with the City to manage the parking especially during their planned school events that would occur during the evening time (e.g. Back to School Night, Open House Night). Should there be a parking impact, a condition of approval has also been included to require Vista address the parking issue and coordinate with the City to resolve it.
Drop-off and Pick-up Circulation Plan
The proposed school drop-off and pick-up circulation route is provided on the site plan of Attachment 4 (Project Plans). The drop-off/pick-up entrance is proposed to be at the existing driveway along Lake Street. Parents and/or guardians would follow this designated route that loops around the parking spaces to then drop off the students at the designated drop-off/pick-up area which is proposed to be within the existing soccer field area near the school’s main entrance.
The drop-off/pick-up exit is proposed to be at the existing driveway along Nichols Road. Thus, the drop-off/pick-up route has been designed for “one way in and one way out” to ensure safe vehicular travel especially with the anticipated typical morning commute. The queueing of cars would occur entirely onsite within the parking lot and have a queueing capacity for approximately 37 cars. Given that as well as the staggered school schedule, it is not anticipated that the drop- off/pick-up would cause traffic impacts to the surrounding neighborhood.
Furthermore, Vista Lago would have directional wayfinding signage on Lake Street and cones during the drop-off/pick-up times to mark the path of travel for cars. There would also be signage at the drop-off point as well as signs to direct cars which way to exit. In addition to the signs, there would be staff members assigned at the drop-off entrance driveway, school parking lot, drop-off area, and school entrance to facilitate, monitor, and manage the drop-off/pick-up activity. Vista has also indicated that they would continually monitor the circulation route and make adjustments as needed to minimize any traffic impacts to the community. A condition of approval has been included to require that there be school staff continually present during the drop-off/pick-up times to monitor and manage it, in addition to a condition to require Vista address any future traffic impacts or concerns from the surrounding neighborhood.
Environmental Determination
The proposed temporary use is exempt from the California Environmental Quality Act (Cal. Publ.
Res. Code §§21000 et seq.: “CEQA”) and the State CEQA Guidelines (14. Cal. Code Regs §§15000 et seq.), specifically pursuant to Section 15311 (Class 11 – Accessory Structures) because the use consists of the placement of temporary modular structures appurtenant to a publicly owned park and Vista Charter is a public charter school available for enrollment for children throughout the community.
(PA 2025-10 Vista Lago Modulars)
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MSHCP Consistency
On February 24, 2004, Castle & Cooke properties throughout Riverside County were removed from coverage under the MSHCP pursuant to a lawsuit settlement agreement with Riverside County. The subject property was part of this settlement agreement and is not subject to the provisions of the MSHCP. Therefore, the project is exempt from the requirements of the MSHCP.
Public Notice
Notice of the public hearing for this application has been published in the Press-Enterprise newspaper and mailed to the property owners within 300 feet of the subject property. As of the writing of this report, no written comments concerning this application have been received by staff.
Attachments
Attachment 1 – CDR Resolution
Attachment 2 – Conditions of Approval
Attachment 3 – GIS Exhibits
Attachment 4 – Project Plans
Attachment 5 – Public Notice Materials
RESOLUTION NO. 2025-
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE, CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2025-08 TO ALLOW THE TEMPORARY INSTALLATION OF FOUR MODULAR
CLASSROOM BUILDINGS AND ONE MODULAR OFFICE BUILDING FOR A NEW
PUBLIC CHARTER SCHOOL (VISTA LAGO GLOBAL ACADEMY) LOCATED
WITHIN THE SOUTHERN PORTION OF THE PARKING LOT AT ALBERHILL RANCH COMMUNITY PARK AT 28200 LAKE STREET (APN: 389-020-056) Whereas, Alyssa Ross, Vista Charter Public Schools, has filed an application with the City of Lake Elsinore (City) requesting approval of Planning Application No. 2025-10 (Commercial Design Review No. 2025-08) to allow the temporary installation of four (4) modular classroom buildings and one (1) modular administrative office building for the temporary operation of a new public charter school, Vista Lago Global Academy. The public charter school proposes to operate their school temporarily for up to four (4) years within the modular buildings which will serve up to 170 students from kindergarten through 9th grade. The proposed hours for the temporary school operations are Monday through Friday from 7:45 a.m. to 3:30 p.m. and school office hours are proposed from 7:00 a.m. to 4:30 p.m. The project also includes minor site improvements including temporary hook-ups and infrastructure for utilities, directional wayfinding signage, fencing for safety and security, and an outdoor recreation space for recess. The project is located within the southern portion of the existing surface parking lot at the City-owned Alberhill Ranch Community Park at 28200 Lake Street (APN: 389-020-056);
Whereas, pursuant to Section 10.1 of the Murdock Alberhill Ranch Specific Plan (MARSP), the Planning Commission (Commission) has been delegated with the responsibility of approving, conditionally approving or denying design review requests for developments in the MARSP area;
Whereas, Pacific Clay Products, Inc., Castle & Cooke Lake Elsinore Outlet Centers, Inc., Castle & Cooke Corona, Inc., Gateway Business Park, LLC, and Murdock Alberhill Ranch Limited Partnership, (collectively “Owner”) entered into that certain settlement agreement and memorandum of understanding (the “Settlement Agreement”) with the County of Riverside on February 24, 2004, which exempts and excludes all of the Owner’s properties (including present and future uses and development of Owner’s properties) from the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) for all purposes; Whereas, the subject property is in the Murdock Alberhill Ranch Specific Plan area and is covered by the terms of the Settlement Agreement, and is therefore exempt from the requirements of the MSHCP;
Whereas, on August 5, 2025, at a duly noticed Public Hearing, the Commission has considered evidence presented by the Community Development Department and other interested parties with respect to this item.
NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF LAKE
ELSINORE, CALIFORNIA, DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: The Commission has reviewed and analyzed the proposed project pursuant to the California Planning and Zoning Laws (Cal. Gov. Code §§ 59000 et seq.), the Lake Elsinore PC Reso. No. 2025-____
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8 General Plan (GP), the MARSP, and the LEMC and finds and determines that the proposed project is consistent with the requirements of California Planning and Zoning Law and with the goals and policies of the GP, MARSP, and the LEMC.
Section 2: The Commission hereby finds and determines that the project is categorically exempt from California Environmental Quality Act (Cal. Publ. Res. Code §§21000 et seq. “CEQA”) and CEQA Guidelines (14. Cal. Code Regs. §§15000 et seq.), specifically pursuant to Section 15311 (Class 11 – Accessory Structures) because the use consists of the placement of temporary modular structures appurtenant to a publicly owned park and Vista Charter is a public charter school available for enrollment for children throughout the community.
Section 3: The Commission acknowledges the Settlement Agreement which exempts and excludes the project from the requirements of the MSHCP. Therefore, the Commission finds that the project is exempt from the MSHCP and that no further MSHCP action is required.
Section 4: That in accordance with LEMC Section 17.415.070.C. Findings, the Commission makes the following findings regarding Commercial Design Review No. 2025-08:
1. The project, as approved, will comply with the goals and objectives of the General Plan and the zoning district in which the project is located.
The proposed project has a General Plan land use designation of Specific Plan (SP) and is also zoned SP. More specifically, the project site is located in the Murdock Alberhill Ranch Specific Plan (MARSP). The MARSP provides for a comprehensive development plan, regulations, and guidelines for a master planned community which combines residential, commercial, and open space and recreational uses. Pursuant to the Specific Plan’s land use regulations, elementary, junior high, and high schools are permitted uses.
As such, the proposed temporary public charter school is consistent with the allowed uses of the Murdock Alberhill Ranch Specific Plan and complies with the applicable development standards.
2. The project complies with the design directives contained in the LEMC and all applicable provisions of the LEMC.
The overall architectural theme for the MARSP is based on styles familiar to rural California with influences of the natural environment that surrounds the Alberhill District.
Although the proposed modular buildings are pre-manufactured, the exterior color is a light sand color that would complement the existing community park building and the natural setting. Therefore, the project is consistent with the design and architectural theme of the Murdock Alberhill Ranch Specific Plan and applicable development standards contained in the LEMC.
3. Conditions and safeguards pursuant to Section 17.415.050.G.3 of the LEMC, including guarantees and evidence of compliance with conditions, have been incorporated into the approval of the Project to ensure development of the property in accordance with the objectives of Section 17.415.050.
Pursuant to Section 17.415.050.E of the LEMC, the project was considered by the Planning Commission at a duly noticed Public Hearing held on August 5, 2025. The project has been reviewed and conditioned by all applicable City divisions, departments and agencies to ensure the proposed project would be consistent with the major design review PC Reso. No. 2025-____
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8 objectives contained in LEMC . Furthermore, the project would be required to demonstrate compliance with the conditions of approval and other applicable requirements prior to the issuance of a building permit and/or City business license.
Section 5: Based upon the evidence presented, the above findings, and the Conditions of Approval imposed upon the Project, the Commission hereby approves Commercial Design Review No. 2025-08.
Section 6: This Resolution shall take effect immediately upon its adoption.
Passed and Adopted on this 5th day of August 2025.
John Gray, Chair
Attest:
___________________________________
Damaris Abraham,
Community Development Director
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Damaris Abraham, Community Development Director of the City of Lake Elsinore, California, hereby certify that Resolution No. 2025-__ was adopted by the Planning Commission of the City of Lake Elsinore, California, at a regular meeting held on August 5, 2025, and that the same was adopted by the following vote:
AYES
NOES:
ABSTAIN:
ABSENT:
Damaris Abraham,
Community Development Director
Applicant’s Initials: _____Page 1 of 8
CONDITIONS OF APPROVAL
PROJECT: PA-2025-10/CDR-2025-08
PROJECT NAME: Vista Lago Global Academy Temporary Modulars PROJECT LOCATION: 28200 Lake Street (APN: 389-020-056)
APPROVAL DATE:
EFFECTIVE DATE:
EXPIRATION DATE:
GENERAL CONDITIONS
1.Planning Application No. 2025-10 is a request for approval of a Commercial Design Review (CDR No. 2025-08) to allow the temporary installation of four (4) modular classroom buildings and one (1) modular administrative office building for the temporary operation of a new public charter school, Vista Lago Global Academy. The public charter school proposes to operate their school temporarily for up to four (4) years within the modular buildings which will serve up to 170 students from kindergarten through 9th grade. The proposed hours for the temporary school operations are Monday through Friday from 7:45 a.m. to 3:30 p.m. and school office hours are proposed from 7:00 a.m. to 4:30 p.m. The project also includes minor site improvements including temporary hook-ups and infrastructure for utilities, directional wayfinding signage, fencing for safety and security, and an outdoor recreation space for recess. The project is located within the southern portion of the existing surface parking lot at the City-owned Alberhill Ranch Community Park at 28200 Lake Street (APN: 389-020-056).
2. The applicant shall defend (with counsel acceptable to the City), indemnify, and hold harmless the City, its Officials, Officers, Employees, Agents, and its Consultants (Indemnitees) from any claim, action, or proceeding against the Indemnitees to attack, set aside, void, or annul an approval of the City, its advisory agencies, appeal boards, or legislative body concerning the approval, implementation, and construction of CDR-2025-08, which action is bought within the time period provided for in California Government Code Sections 65009 and/or 66499.37, and Public Resources Code Section 21167, including the approval, extension, or modification of CDR-2025-08 or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant's indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys' fees, penalties and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. The City will promptly notify the applicant of any such claim, action, or proceeding against the City. If the project is challenged in court, the City and the applicant shall enter into formal defense and indemnity agreement, consistent with this condition.
3. Within 30 days of Project approval and prior to issuance of any building permits, the applicant shall sign and complete an “Acknowledgement of Conditions,” and shall return the executed original to the Community Development Department for inclusion in the case records.
PLANNING DIVISION
4. Commercial Design Review No. 2025-08 shall lapse and become void two years following the date on which the design review became effective, unless one of the following: (1) prior to the expiration of two years, a building permit related to the design review is issued and construction commenced and diligently pursued toward completion; or (2) prior to the PA 2025-10/CDR-2025-08
Conditions of Approval PC: August 5, 2025 Applicant’s Initials: _____Page 2 of 8
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9 expiration of two years, the applicant has applied for and has been granted an extension of the design review approval pursuant to subsections (1) and (2) of Lake Elsinore Municipal Code (LEMC) Section 17.415.050.I.1. Notwithstanding conditions to the contrary, a design review granted pursuant to LEMC Section 17.415.050.I.2 shall run with the land for this two- year period, subject to any approved extensions, and shall continue to be valid upon a change of ownership of the site, which was the subject of the design review application.
5. The applicant shall meet all applicable City Codes and Ordinances.
6. The applicant shall at all times comply with Section 17.176 (Noise Ordinance) of the LEMC.
7. An application for modification, expansion or other substantial change in the approved Commercial Design Review shall be reviewed according to the provisions of the LEMC, Title 17 in a similar manner as a new application.
8. A business license shall be obtained prior to a certificate of occupancy of the proposed establishment.
9. The school shall be allowed to operate Monday through Friday during the following hours:
Kindergarten through 5 th Grade: 7:45 a.m. to 2:45 p.m. 6 th Grade through 9th Grade: 8:30 a.m. to 3:30 p.m.
Administrative Office: 7:00 a.m. to 4:30 p.m.
After-school Program: 2:45 p.m. to 6:00 p.m.
Other planned school-related events occurring in the evening times including but not limited to Back to School Night, Open House, etc. may be allowed with prior notification to the City to ensure no parking conflicts with any scheduled park events including but not limited to sports tournaments. The school shall notify the City in writing no later than 30 days prior to the date of the school-related event. In the event the applicant proposes to modify the hours of operation, the modification shall be subject to review by the Community Development Director.
The Community Development Director may approve the modification or refer the matter to the Planning Commission if judged to be substantial.
10. All Conditions of Approval shall be reproduced on page one of building plans prior to their acceptance by the Building and Safety Division, Community Development Department. All Conditions of Approval shall be met prior to the issuance of each individual Certificate of Occupancy and release of utilities.
11. Provisions of the City's Noise Ordinance (LEMC Chapter 17.176) shall be satisfied during all site preparation and construction activity. Site preparation activity and construction shall not commence before 7:00 AM and shall cease no later than 5:00 PM, Monday through Friday.
Only finish work and similar interior construction may be conducted on Saturdays and may commence no earlier than 8:00 am and shall cease no later than 4:00 p.m. Construction activity shall not take place on Sunday, or any Legal Holidays.
12. Commercial Design Review No. 2025-08 shall be limited to the site and floor plan prepared by the applicant and included in the staff report. In the event the applicant proposes to modify the site or floor plan, the modification shall be subject to review by the Community PA 2025-10/CDR-2025-08
Conditions of Approval PC: August 5, 2025 Applicant’s Initials: _____Page 3 of 8
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9 Development Director. The Community Development Director may approve the modification or refer the matter to the Planning Commission if judged to be substantial.
13. Graffiti shall be removed within 24 hours.
14. All materials and colors depicted on the approved plans shall be used. If the applicant wishes to modify any of the approved materials or colors depicted on the plans, the applicant shall submit a proposal setting forth the modifications for review by the Community Development Director or his designee.
15. The entire site shall be kept free from trash and debris at all times and in no event shall trash and debris remain for more than 24 hours.
16. School staff must be present at all times during the drop-off and pick-up times to monitor and manage the traffic flow to ensure safety for parents/guardians, students, staff, and the immediately surrounding neighborhood.
17. Directional wayfinding signage shall be provided at all times during the drop-off and pick-up times. At a minimum, there shall be signs directing parents/guardians to the entrance and exit driveway access. The school shall ensure that directional signage is kept in good condition and well maintained to ensure signs are visible and legible.
18. The temporary school use and its operations shall comply with all applicable terms of the Right of Entry Agreement and License (entered into as of July 22, 2025) between Vista Charter Public School and the City of Lake Elsinore including but not limited to restoring the parking lot into its original condition upon expiration or termination of the agreement.
19. If operation of this use triggers concerns related to parking, noise, traffic, or other impacts, at the discretion of the Community Development Director, the school shall be responsible for addressing these impacts and remedying them with solution(s) approved by the Community Development Director or designee to reduce said impacts which may include but not limited to reducing class sizes, modifying hours of operations, and/or revising the drop-off/pick-up routes.
20. Any proposed exterior signage shall comply with LEMC Section 17.196.180 requirements.
BUILDING DIVISION
21. Final Building and Safety Conditions. Final Building and Safety Conditions will be addressed when building construction plans are submitted to Building and Safety for review. These conditions will be based on occupancy, use, the California Building Code (CBC), and related codes which are enforced at the time of building plan submittal.
22. Compliance with Code. All design components shall comply with applicable provisions of the 2022 edition of the California Building, Plumbing and Mechanical Codes: 2022 California Electrical Code; California Administrative Code, 2022 California Energy Codes, 2022 California Green Building Standards, California Title 24 Disabled Access Regulations, and Lake Elsinore Municipal Code.
23. Disabled Access. Applicant shall provide details of all applicable disabled access provisions PA 2025-10/CDR-2025-08
Conditions of Approval PC: August 5, 2025 Applicant’s Initials: _____Page 4 of 8
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9 and building setbacks on plans to include:
a. All ground floor units to be adaptable.
b. Disabled access from the public way to the entrance of the building. c. Van accessible parking located as close as possible to the main entry. d. Path of accessibility from parking to furthest point of common area. e. Path of travel from public right-of-way to all public areas on site, such as club house, trach enclosure tot lots and picnic areas.
24. Street Addressing. Applicant must obtain street addressing for all proposed buildings by requesting street addressing and submitting a site plan for commercial or multi-family residential projects or a recorded final map for single- family residential projects. It takes 10 days to issue address and notify other agencies. Please contact Jonathan Oronia at [email protected] or (951) 667-4558.
25. Clearance from LEUSD. A receipt or clearance letter from the Lake Elsinore School District shall be submitted to the Building and Safety Department to ensure the payment or exemption from School Mitigation Fees.
26. Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit approvals prior to commencement of any construction work.
27. Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards, and any block walls will require separate approvals and permits.
28. Sewer and Water Plan Approvals. On-site sewer and water plans will require separate approvals and permits. Septic systems will need to be approved from Riverside County Environmental Health Department before permit issuance.
29. House Electrical Meter. Applicant shall provide a house electrical meter to provide power for the operation of exterior lighting, irrigation pedestals and fire alarm systems for each building on the site. Developments with single user buildings shall clearly show on the plans how the operation of exterior lighting and fire alarm systems when a house meter is not specifically proposed.
At Plan Review Submittal
30. Submitting Plans and Calculations. Applicant must submit to Building and Safety four (4) complete sets of plans and two (2) sets of supporting calculations for review and approval including:
a. An electrical plan including load calculations and panel schedule, plumbing schematic, and mechanical plan applicable to scope of work.
b. A Sound Transmission Control Study in accordance with the provisions of the Section
5.507, of the 202241 edition of the California Building Code. c. A precise grading plan to verify accessibility for the persons with disabilities. d. Truss calculations that have been stamped by the engineer of record of the building and the truss manufacturer engineer.
Applicant must submit Grading Plans to Engineering Department prior to submitting PA 2025-10/CDR-2025-08
Conditions of Approval PC: August 5, 2025 Applicant’s Initials: _____Page 5 of 8
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9 plans to the Building Department. Building Department will not accept plans if they have not been submitted to Engineering Department first.
Prior to Issuance of Grading Permit(s)
31. Onsite Water and Sewer Plans. Onsite water and sewer plans, submitted separately from the building plans, shall be submitted to Building and Safety for review and approval.
32. Demolition Permits. A demolition permit shall be obtained if there is an existing structure to be removed as part of the project. Asbestos report and lead base paint reports are required before demo permit will be issued.
Prior to Issuance of Building Permit(s)
33. Plans Require Stamp of Registered Professional. Applicant shall provide appropriate stamp of a registered professional with original signature on the plans. Provide C.D. of approved plans to the Building Division.
Prior to Beginning of Construction
34. Pre-Construction Meeting. A pre-construction meeting is required with the building inspector prior to the start of the building construction.
ENGINEERING DEPARTMENT
GENERAL
35. Project shall provide for review and approval a traffic management plan to the satisfaction of the City Engineering Department for proper mitigation including but not limited to queueing, circulation, and traffic control mitigation measures prior to issuance of occupancy. Initial traffic management plan submittal is required prior to building permit issuance.
36. The site will accommodate all construction activity, building activity, vehicles, etc. No staging on public streets, or private property belonging to others shall be conducted without the written permission of the property owner.
37. Minimum good housekeeping and erosion and sediment control Best Management Practices (BMPs) shall be implemented.
38. Applicant shall pay all applicable permit application and Engineering assessed fees, including without limitation plan check and construction inspection fees, at the prevalent rate at time of payment in full.
39. Applicant shall pay all applicable Mitigation and Development Impact Fees (i.e. TIF) at the prevalent rate at time of payment in full. Fees are subject to change.
40. Project repaired hardscape areas shall be designed and constructed to provide drainage into adjacent landscape.
PA 2025-10/CDR-2025-08
Conditions of Approval PC: August 5, 2025 Applicant’s Initials: _____Page 6 of 8
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9 41. Project trash enclosure shall be covered and designed to divert drainage from adjoining paved areas and regularly maintained.
42. All arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of the roadway shall be the responsibility of the applicant, property owner, and/or his agent.
Overhead utilities (34.5 kV or lower) shall be undergrounded (LEMC Section 16.64).
43. Applicant shall apply for, obtain and submit to the City Engineering Department a letter from Southern California Edison (SCE) indicating that the construction activity will not interfere with existing SCE facilities. Non-Interference Letter (NIL) shall be provided prior to building permit.
44. Submit a “Will Serve” letter to the City Engineering Department from the applicable water agency stating that water and sewer arrangements have been made for this project and specify the technical data for the water service at the location, such as water pressure, volume, etc. Will Serve letters shall be provided prior to building permit.
45. Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs should drain to a landscaped area to maximum extent possible.
46. The site shall be planned and developed to keep surface water from entering buildings (California Green Building Standards Code 4.106.3).
47. An Encroachment Permit shall be obtained prior to any work on City right-of-way. The developer shall submit the permit application, required fees, and executed agreements, security and other required documentation prior to issuance.
48. Applicant shall pay all outstanding applicable processing and development fees prior to occupancy and/or final approval.
CITY OF LAKE ELSINORE FIRE MARSHAL
49. Submittal of construction plans to the Office of the Fire Marshal for development, construction, installation, and operational use permitting will be required. Final fire and life safety conditions will be addressed when the Office of the Fire Marshal reviews these plans. These conditions will be based on occupancy, use, California Building Code (CBC), California Fire Code, and related codes, which are in effect at the time of building plan submittal.
50. The Office of the Fire Marshal is required to set a minimum fire flow for the remodel or construction of all commercial buildings per CFC Appendix B and Table B105.1. The applicant/developer shall provide documentation to show there exists a water system capable of delivering 1500 gpm for 2-hour(s) duration at 20-PSI residual operating pressure. The required fire flow may be adjusted during the approval process to reflect changes in design, construction type, or automatic fire protection measures as approved by the Fire Prevention Bureau. Specific requirements for the project will be determined at time of submittal (CFC 507.3, Appendix B).
51. Prior to issuance of Building Permits, the applicant/developer shall provide the Office of the Fire Marshal with an approved site plan for Fire Lanes and signage. (CFC 501.3) Fire lanes and fire apparatus access roads shall have an unobstructed width of not less than twenty– PA 2025-10/CDR-2025-08
Conditions of Approval PC: August 5, 2025 Applicant’s Initials: _____Page 7 of 8
3 8
6 7
9 four (24) as approved by the Office of the Fire Marshal and an unobstructed vertical clearance of not less the thirteen (13) feet six (6) inches (CFC 503.2.1).
52. Prior to issuance of a Certificate of Occupancy or Building Final, a “Knox Box Rapid Entry System” shall be provided. The Knox-Box shall be installed in an accessible location approved by the Fire Code Official. All exterior security emergency access gates shall be electronically operated and be provided with Knox key switches for access by emergency personnel (CFC 506.1).
53. Fire Extinguishers: Install portable fire extinguishers with a minimum rating of 2-A:10-B:C in the modular units.
54. Ensure that access around the new modular structure(s) do not impede or interfere with the existing fire lanes, fire hydrants or fire protection equipment (PIV, FDC, etc.).
55. The Fire Code Official is authorized to enforce the fire safety during construction requirements of Chapter 33 (CFC Chapter 33 & CBC Chapter 33).
PA 2025-10/CDR-2025-08
Conditions of Approval PC: August 5, 2025 Applicant’s Initials: _____Page 8 of 8
3 8
6 7
9 I hereby state that I acknowledge receipt of the approved Conditions of Approval for the above named project and do hereby agree to accept and abide by all Conditions of Approval as approved by the City of Lake Elsinore Planning Commission on August 5, 2025. I also acknowledge that all Conditions shall be met as indicated.
Date:
Applicant’s Signature:
Print Name:
Address:
Phone Number:
1 2 3 4 5 6
VPCS LAKE ELSINORE MODULARS
28200 LAKE STREET,
E
D
C
B
A
LAKE ELSINORE, CA 92530
E
D
C
B
CITY SUBMITTAL - 07.17.25
PROJECT DIRECTORY PROJECT SHEET INDEX BUILDING CODE DATA PROJECT SUMMARY SHEET
ISSUE
DATE
TYPE OF CONSTRUCTION V-B (4) 24' x 60' NEW TEMPORARY MODULAR CLASSROOM BUILDINGS AND (1) 11'-8" 56' NEW TEMPORARY MODULAR OFFICE BUILDING INSTALLED IN ANOWNER/CLIENT SHEET x
NUMBER SHEET NAME OCCUPANCY CLASSIFICATION
(CBC CHAPTER 3)
E EXISTING PARKING LOT. ALL UTILITIES ARE TEMPORARY, TANKS FOR SEWAGE, AND TANKS FOR TEMPORARY POTABLE WATER SERVICE.
TEMPORARY FENCING AND GATES WILL BE INSTALLED. THE INTENT IS FOR
ALL WORK TO BE TEMPORARY TO RETURN THE PROPERTY TO ITS ORIGINAL CONDITION. FOLLOWING REMOVAL OF ALL MODULARS AND EQUIPMENT, THE PARKING LOT WILL BE REPAIRED, SLURRY COATED AND RESTRIPED.
VISTA CHARTER PUBLIC SCHOOLS
2900 W. TEMPLE ST.
LOS ANGELES, CA 90026
GENERAL
G-001
G-002
G-100
G-101
COVER SHEET BUILDING HEIGHT
ALLOWED:
PROPOSED:GENERAL NOTES, ABBREV.
OVERALL SITE PLAN
& SYMBOLS 40 FEET,
20 FEET,
1 1
STORIES
STORIESTEL: 213-201-4000
CONTACT: ALYSSA ROSS MEANS OF EGRESS AND FIRE ACCESS PLAN BUILDING AREAEMAIL: [email protected] MODULAR BLDG (MDS-078084-85) BASE ALLOWABLE AREA:
PROPOSED BUILDING AREA:
9,500 SF
6,414 SF
TP TITLE PAGE
ARCHITECT A-0.5
A-1.0
A-2.0
A-3.0
E1.0
ADA SIGNAGE
APPLICABLE CODESFLOOR PLAN & SCHEDULES
DELAWIE
1515 MORENA BLVD
SAN DIEGO, CA 92101
REFLECTED CEILING PLAN
EXTERIOR ELEVATIONS
& SCHEDULES OCCUPANT LOAD MICHAEL MCGUIRE
C-32616ELECTRICAL PLAN & SCHEDULES REFER TO EGRESS PLANS FOR TABULATION. APPLICABLE CODES & STANDARDS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
TEL:
CONTACT: MICHAEL MCGUIRE, PRINCIPAL
EMAIL: [email protected]
CONTACT: QUINN DOERR, ARCHITECT
EMAIL: [email protected]
619.299.6690 M P - - 0 1 . . 5 0
P-1.0
A M D E A C H
AC
ANC I C E A S L S I P B L I L A I N T Y & CS
O
CM H P E L D I A U N L E C S E
05/31/25
RENEWAL
DATE
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
TITLE 24, PART 1, 2022 BUILDING STANDARDS ADMINISTRATIVE CODE TITLE 24, PART 2, 2022 CALIFORNIA BUILDING CODE (CBC)
TITLE 24, PART 3, 2022 CALIFORNIA ELECTRICAL CODE
TITLE 24, PART 4, 2022 CALIFORNIA MECHANICAL CODE
TITLE 24, PART 5, 2022 CALIFORNIA PLUMBING CODE
TITLE 24, PART 6, 2022 CALIFORNIA ENERGY CODE
TITLE 24, PART 9, 2022 CALIFORNIA FIRE CODE
TITLE 24, PART 11, 2022 CALIFORNIA GREEN BUILDING STANDARDS TITLE 19, PUBLIC SAFETY, STATE FIRE MARSHAL
AMERICAN WITH DISABILITIES ACT (ADA) LATEST EDITION
PLUMBING PLAN & SCHEDULES FIRE-RESISTANCE RATING REQUIREMENTS MODULAR BLDG (MDS-083452-53) BUILDING ELEMENT FIRE-RESISTANCE RATING (HRS)
T P TITLE PAGE
A- 0.5
A- 1.0
A- 2.0
A- 3.0
E- 1.0
M- 1.0
P- 0.5
P- 1.0
ADA SIGNAGE PRIMARY STRUCTURAL FRAME
EXT. BEARING WALLS
INT. BEARING WALLS
0 0
0 FLOOR PLAN & SCHEDULES
REFLECTED CEILING PLAN
EXTERIOR ELEVATIONS
& SCHEDULES
ELECTRICAL PLAN
MECHANICAL PLAN
ADA ACCESSIBILITY COMPLIANCE
PLUMBING PLAN SCHEDULES
& SCHEDULES
& SCHEDULES FLOOR CONSTRUCTION AND ASSOCIATED
SECONDARY MEMBERS 0
0 ROOF CONSTRUCTION AND ASSOCIATED
SECONDARY MEMBERS
PROJECT DATA&
MODULAR BLDG (MDS-190966-67)
T.P TITLE PAGE ADDRESS: 28200 LAKE STREET,
A
A
A
A
E
M
P
P
-
-
-
-
-
-
-
-
0.5 ADA SIGNAGE LAKE ELSINORE, CA 92530
1.0 2.0
3.0 1.0
1.0 0.5
1.0 FLOOR PLAN & SCHEDULES LIFE SAFETY SYSTEMS
SPRINKLERS:
APN: 389020056
REFLECTED CEILING PLAN
EXTERIOR ELEVATIONS
& SCHEDULES
NO LEGAL DESCRIPTION: 20.00 ACRES M/L IN POR LOT 1 MB
396/003 TR 28214-4ELECTRICAL PLAN
MECHANICAL PLAN
ADA ACCESSIBILITY COMPLIANCE
PLUMBING PLAN SCHEDULES
& SCHEDULES FIRE ALARM:
YES& SCHEDULES
CODE ENFORCEMENT
JURISDICTION: CALIFORNIA BUILDING CODE
E
&
PROPOSED USE:
ZONING INFO:
SITE AREA:
MODULAR BLDG (MDS-292881-2)
T P TITLE PAGE SP - SPECIFIC PLAN
A
A
A
A
E
M
P
P
-0.5
-1.0
-2.0
-3.0
-1.0
-1.0
-0.5
-1.0
ADA SIGNAGE 62.701778 ACRESFLOOR PLAN & SCHEDULES
REFLECTED CEILING PLAN
EXTERIOR ELEVATIONS
& SCHEDULES
ELECTRICAL PLAN
MECHANICAL PLAN
ADA ACCESSIBILITY COMPLIANCE
PLUMBING PLAN SCHEDULES
& SCHEDULES
VPCS LAKE
ELSINORE
MODULARS
& SCHEDULES MODULAR BUILDING AREA
CLASSROOM BLDG
CLASSROOM BLDG
CLASSROOM BLDG
CLASSROOM BLDG
OFFICE BUILDING
TOTAL
A
B
C
D
1,440 SF
& 1,440 SF
1,440 SF
1,440 SF
654 SF
6,414 SF
28200 LAKE STREET,
LAKE ELSINORE, CA 92530
PROJECT NO.
DATE
25224P
DEFERRED APPROVALS
REV ISSUED REASON
PLANNING R11 07.22.25
AREA AS DEFINED BY "AREA, BUILDING" PER CHAPTER 202
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART (CBC)ANY ITEMS NOT SUBMITTED WITH THE CONTRACT DOCUMENTS FOR PLAN
CHECK, AND THAT REQUIRE THE APPROVAL BY THE AUTHORITIES HAVING JURISDICTION SHALL BE CONSIDERED "DEFERRED APPROVALS" AND SHALL COMPLY WITH THE FOLLOWING:
2 PARKING COUNT107.3.4.1 Deferred submittals:
The deferred submittals hereto listed on the construction documents are presented for the review by the building official. Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall
RESERVED
FOR SCHOOLREMOVED REQUIRED
review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the deferred submittal documents have been approved by the building ADA 1
1 39
41 1
1 16
18 1
1 16
18 ADA VAN
STANDARD
TOTALofficial. [OSHPD 1, 2, & 4] Deferred submittals shall be in accordance with Title 24, Part 1, Chapter Section 7-126.7
1 DEFFERED APPROVALS:
•
•
•
FIRE ALARM
ELECTRICAL
PLUMBING CONNECTIONS
SPECIAL INSPECTIONS VICINITY MAP
PLUMBING CALCULATIONS
STATEMENT OF SPECIAL INSPECTIONS:
A. WHERE CONTINUOUS SPECIAL INSPECTION IS REQUIRED, THE SPECIAL
INSPECTOR SHALL CONTINUOUSLY PROVIDE FULL-TIME VERIFICATION OF THE WORK
15 TOTAL OCCUPANT LOAD 248 B. WHERE PERIODIC SPECIAL INSPECTION IS REQUIRED, THE SPECIAL
INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING THE WORK WHERE PERIODIC SPECIAL INSPECTION IS INDICATED. AS
SPECIAL INSPECTION SHALL OCCUR DAILY
07.17.25 CITY SUBMITTALREQUIRED PROVIDED
9 9
A MINIMUM, PERIODIC PROJECT SITE
WATER CLOSETS
LAVATORIES
9 6 A1 C.
D.
THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF LAKE
ELSINORE, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED
TO HAVE SPECIAL INSPECTION
THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED
BY THE CITY OF LAKE ELSINORE, DEVELOPMENT SERVICES, FOR TESTING
MATERIALS, SYSTEMS, COMPONENTS, AND EQUIPMENT
Sheet Title
COVER SHEET
15 NICHOLS RD
ALBERHILL
RANCH ROAD
NORTH
G-001
15 1 2 3 4 5 6
1 2 3 4 5 6
SYMBOL LEGEND
NORTH
ENTRANCES, EXITS, & DOORS CAL GREEN NOTES FIRE LIFE SAFETY NOTES ABBREVIATIONS FOR THE PURPOSE OF TITLE 24, THE USE OF THE TERM EXIT DOOR IN SECTION 1004
APPLIES TO ALL DOORS THAT PROVIDE ACCESS, THAT IS, ENTRANCES, PASSAGE DOORS, ETC.
C A L G R E E N D A T A DIVISION 5.7 ADDITIONS AND
ALTERATIONS
REFERENCE SHT. COMMENTS
COMMERCIAL TENANT IMPROVEMENT
FIRE NOTES
– FIRE AND LIFE SAFETY 2022 HB HOSE BIB @
ABV
AC
ACC
A/C
ADJ
AFF
AGGR
ALT
AL
AT
ABOVECODE
ITEM SECTION
HD HEAVY DUTY
HEADER INDICATES PLAN NORTH
REQUIREMENT HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO
BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. (SEC 11B-404)
1 2
5.101
5.301
PLANNING AND DESIGN N/A
N/A
• LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19.WATER EFFICIENCY
AND CONSERVATION
HOR
HR
WATER RESISTANCE AND
MOISTURE MANAGEMENT N/A DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE
PROVIDED ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE
AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR
COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION 3315.1.
HT HEIGHT 1
2. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF
FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. (SEC 11B-404) A BUILDING OR 3
4 5.407
5.408
• ALTERNATE
ALUMINUM
ACCESS PANEL
ARCHITECT(URAL)
AUTOMATIC
CONSTRUCTION WASTE
REDUCTION/ DISPOSAL/
RECYCLING
MIN. 50%
REQUIRED
ID
INCL
INT
INSIDE DIAMETER
INCLUDE(D), (ION)
INTERIOR
AP
ARCH
AUTO
AV
A INDICATES COLUMN
(GRID) REFERENCE
LINES
3. 4.
ALL GATES, INCLUDING TICKET GATES, SHALL MEET ALL APPLICABLE ACCESSIBILITY SPECIFICATIONS OF DOORS. (SEC 11B-404)E
D
C
B
A
5 5.410.1 RECYCLING BY OCCUPANTS N/A •
•
BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35.
JAN
JT
JANITOR
JOINT
AUDIO VISUAL E
D
C
B
LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH
PATH OF TRAVEL SHALL BE OPERABLE WITH
LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR
OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (SEC 11B-404.2.9) BEL
B/T
BIT
BLDG
BLKG
BOT
BSMT
BELOW
ARE IN A A SINGLE EFFORT BY 6
7 5.410.4
5.410.4
TESTING
AND CONTROLS
TESTING ADJUSTING
& ADJUSTING -
-
HVAC SEE PC DWGS
SEE PC DWGS
BETWEEN
BITUMINOUS
BUILDING
BLOCKING
BOTTOM
KIT
KJ
KITCHEN
KEYED COLD JOINT& ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL NEW AND EXISTING
A LOCATION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THE DRAWING NUMBER
INDOOR LIGHTING CONTROLS KO KNOCKOUT
8 5.503 FIREPLACES N/A A
TEMPORARY VENTILATION FROM THE PUBLIC WAY, AN APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. PREMISES IDENTIFICATION SHALL CONFORM TO CBC SECTION 501.2. [CFC 505]
LAB
LAM
LAV
LH
LABORATORY
LAMINATE(D)
LAVATORY
LEFT HAND
LIVE LOAD
BASEMENT # VIEW NAME DRAWING TITLE
REFERENCE5.
6. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" (762 MM) AND 44" (1118 MM) ABOVE THE FLOOR. (SEC 11B-404.2.7)
9 5.504.1.3
5.504.3
SEE PC DWGS
10 COVERING OF DUCT OPENINGS SEE PC DWGS
DURING CONSTRUCTION
C COMPACT
CABINET
#/A-XXX SCALE:
CAB
CB
CIPEVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF 11 5.504.4.1 ADHESIVES, SEALANTS, AND CAULKS
COMPLIES WITH
TABLES 5.504.4.1
• WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE INTERIOR FINISH CLASSIFICATIONS IN CBC TABLE 803.11 AND SHALL
MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF THE
CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1. DECORATIVE
MATERIALS SHALL BE PROPERLY TREATED BY
APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE
DOCUMENTATION PROVIDED TO THE CITY OF LAKE ELSINORE.
LL CATCH BASIN
CAST-IN-PLACE
CENTER LINE
CEILING
CLEAR(ANCE)
CONCRETE MASONRY UNIT
COLUMN
COMBINATION
CONCRETE
CONFERENCE
CONTINUOUS/CONTINUE
CARPET(ED)
REFERENCED VIEW/ SHEET NUMBER
TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR MAG MAX
MECH
MFR
MH
MAGNETIC
MAXIMUM
MECHANIC(AL)
MANUFACTURE(R)
MANHOLE
NOT LESS THAN 3'-0" (914 MM) IN WIDTH AND NOT LESS THAN 6'-8" (2032 MM) IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32" (813 MM) MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP (FIG. 11B-404.2.3) (SEC 11B-404)
& 5.504.4.2 CLG
CLR # ELEVATION NUMBER
SHEET NUMBER12 5.504.4.3 PAINTS AND COATINGS
CARPET SYSTEMS
SEE BELOW COMPLIES WITH
TABLE 5.504.4.3
A PRODUCT OR PROCESS A-XXX ELEVATION REFERENCE
13 14
15 16
17 5.504.4.4
5.504.4.5
5.504.4.6
5.504.5.3
5.504.7
SEE MODULAR DRAWINGS MIN MINIMUM COMB
CONC
CONF
CONT
CPT
COMPOSITE WOOD PRODUCTS SEE MODULAR DRAWINGS
RESILIENT FLOORING SYSTEMS SEE MODULAR DRAWINGS
•
•
KEY BOXES SHALL BE PROVIDED FOR ALL GATES IN THE PATH OF
FIREFIGHTER TRAVEL TO STRUCTURES, DOORS GIVING ACCESS TO ALARM
PANELS AND/OR ANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS
WHERE ACCESS TO AN AREA IS RESTRICTED AND SHALL BE INSTALLED PER CFC, SECTION 506.
MISC
MSL
MTL
MISCELLANEOUS
MEAN SEA LEVEL
METAL7.
8. WHERE
PROVIDE
A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" (813 MM) WITH
THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED # SECTION NUMBER
SHEET NUMBER
BUILDING SECTION
REFERENCEA FILTERS SEE MODULAR DRAWINGS
N/A
A-XXX
ENVIRONMENTAL TOBACCO
SMOKE CONTROL
N NORTH CT CERAMIC TILE
POSITION. (SEC 11B-404.2.2) (N) NEW
INDOOR MOISTURE CONTROL
OUTDOOR AIR DELIVERY
DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL
NOT BE STORED IN BUILDINGS OR PLACED WITHIN
WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS
PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN OR IIA STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES.
NIC
NOM
NTS
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
DEMO
DEP
DF
DIAG
DIAM. DIA
DIM
DN
DR
DS
DSCR
DEMOLISH/DEMOLITION
DEPRESSED
DRINKING FOUNTAIN
DIAGONAL
DIAMETER (Ø)
DIMENSION
DOWN
DOOR
DOWNSPOUT
DESCRIPTION
DRAWING
WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE
DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE CLEAR,
UNOBSTRUCTED OPENING WIDTH OF 32" (813 MM) WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.(SEC 11B-404.3)
A PAIR OF 18
19 20
5.505 SEE MODULAR DRAWINGS
5 FEET OF COMBUSTIBLEA 5.506.1
5.506.2
SEE MODULAR DRAWINGS
SEE MODULAR DRAWINGS
# SECTION NUMBER
SHEET NUMBER
WALL SECTION
REFERENCECARBON DIOXIDE (CO2)
MONITORING
A TYPE A-XXX
I O/ OVER
21 22
5.507.4 ACOUSTICAL CONTROL SEE MODULAR DRAWINGS
SEE MODULAR DRAWINGS
CONTAINERS LARGER THAN CUBIC YARD SHALL BE OF NON- OR LIMITED- COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. [CFC 1 9. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURES 11B-404.2.4.2 AND 11B-404.2.4.3. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. (SEC 11B-404-2.4.4)
304.3] O.F.C.I
O.F.O.I
OH
OWNER FURNISHED CONTRACTOR INSTALLED
OWNER FURNISHED OWNER INSTALLED
OVERHEAD
5.508.1.1 OUTDOOR AIR
QUALITY CFCs # DETAIL NUMBER
SHEET NUMBER
DETAIL SECTION
REFERENCE23 5.508.1.2 OUTDOOR AIR QUALITY
HALONS
SEE MODULAR DRAWINGS •
•
EXITS, EXIT SIGNS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. OPH OTS
OPPOSITE HAND
OPEN TO STRUCTURE
DWG A-XXX
10. THERE SHALL BE
A
A LEVEL AND CLEAR FLOOR OF LANDING ON EACH SIDE OF
LENGTH IN THE DIRECTION OF OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED
EXCEPT AS SPECIFICALLY PERMITTED BY THE CITY OF LAKE ELSINORE AND CFC, SECTION 308.
E EAST
DOOR. THE LEVEL AREA SHALL HAVE A CalGreen Requirements for building alterations, shall apply only to the portion that is being altered.
PERF
PL
PERFORATE(D)
PLATE
# MICHAEL MCGUIRE
DOOR WING OF AT LEAST 60" (1524 MM) AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" (1219 MM) AS MEASURED AT RIGHT ANGLE TO THE LANE OF THE DOOR IN ITS CLOSED POSITION. (SEC 11B-404) REFER TO TABLE 1B-404.2.4.1.
EA
EJ
EL
EACH ELEVATION NUMBER
SHEET NUMBER
PLAM
PSF
PSI
PLASTIC LAMINATE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT/PAINT
EXPANSION JOINT
ELEVATION
ELECTRIC(AL)
ELEVATOR
ENCLOSE (URE)
EDGE OF SLAB
EQUAL
EQUIPMENT
ESTIMATE
EXPOSED
C-32616
05/31/25
INTERIOR ELEVATION
REFERENCESECTION 5.504 POLLUTANT CONTROL • THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS.
A-XXX
5.504.4 Finish material pollutant control. Finish materials shall comply with Sections
5.504.4.1 through 5.504.4.4. PT
11. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS FIRE ALARMS
COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS SHALL
BE SUBMITTED TO THE CITY OF LAKE ELSINORE DEVELOPMENT SERVICES FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. [CFC 907.1.1]
PVC POLYVINYL CHLORIDE RE
D
N
A
E
T
W EAL
SHALL EXTEND A MINIMUM OF 24" (610 MM) PAST THE STRIKE EDGE OF THE MINIMUM OF 18" (457 MM) PAST THE 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:
• DRAWING
NUMBERDOOR FOR EXTERIOR DOORS AND A RCP
RD
REFLECTED CEILING PLAN
ROOF DRAINSTRIKE EDGE FOR INTERIOR DOORS. ADDITIONAL 12" IS REQUIRED AT THE PUSH SIDE, IF DOOR IS EQUIPPED WITH BOTH LATCH AND CLOSER. (FIGURE 11B-404.2.4.3)
1. Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.
Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.
EQUIP
EST
EXP
EXT
1 ENLARGED DRAWING /
DETAIL REFERENCEREF
REQ'D
REV
RH
REFERENCE
REQUIRED
A-XXX
FIRE ACCESS
ALL FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST 75,000 LBS AND WILL NOT EXCEED GRADE OF 10%.
ALL FEATURES OF THE FIRE ACCESS ROADS INCLUDING TURNING RADIUS AND DEAD-END DESIGN WILL BE IN ACCORDANCE WITH CFC 503 AND APPENDIX D.
SHEET
NUMBER
12. 13.
THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" (12.7 MM) LOWER THAN THE THRESHOLD OF THE DOORWAY. (SEC 11B-404.2.5)
•
A RM ROOM FA
FD
FE
FEC
FF
FFE
FF
FIRE ALARM
FLOOR DRAINRO ROUGH OPENING SPOT ELEVATION
BEING REFERENCED
(TOP OF...)
THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN
SERVING OTHER THAN REQUIRED EXIT STAIRWAY, SHALL PROVIDE MINIMUM OF 48" (1219 MM) OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN
A VESTIBULE, FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISHED FLOOR
A A 2. S SOUTH
SCH
SD
SHT
SIM
SPEC
SQ
SCHEDULE
STORM DRAIN
SHEET
SIMILAR
SPECIFICATION(S)
SQUARE
FURNITURE, FIXTURES
FINISHED FLOOR
FINISH GRADE
FIRE HOSE CABINET
FINISH(ED)
& EQUIP. REFERENCE ELEVATION
KEYNOTE SYMBOL
A SERIES SHALL SWING
EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. SEE FIGURE 11B-404.2.6.
FG NUMBER OF FEET
ABOVE MSLFHC
FIN
FLR
FND
FOC
FOF
FOM
FOS
FP
FRP
FT
FTG
FUR
14. THE BOTTOM 10" (254 MM) OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table of the ARB Architectural Coatings Suggested Control Measure, as shown in Table
5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not
SS STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
SYMMETRY (ICAL)
FLOOR(ING)
FOUNDATION
SHEET KEYNOTE
REFERENCE
KEYNOTE. FIRST
DIGITS INDICATE
SPEC SECTION
SHALL HAVE
TO BE OPENED BY
OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, 1O" (254 MM) HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE
OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY
A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR 1 STD STL
STRUC
SYM
A WHEELCHAIR FOOTREST WITHOUT CREATING TRAPA FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUDS
FIREPROOF
FIBER REINFORCED PANEL
FOOT
FOOTING
FURRED (ING)
XXXXXX.X XXXA meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be 6 A determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its
WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS T&G TEL
THK
TO
TONGUE & GROOVE
CONDITION. (SEC 11B-404.2.4.4) TELEPHONE
THICK(NESS)
TOP OF
ROOM
NAME
15. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED
EXTERIOR DOORS, AND POUNDS FOR INTERIOR DOORS, SUCH PULL OR 5 POUNDS FOR 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent ROOM NUMBER #
ROOM TAG
DOOR TAG
5 TOC
TOS
TS
TV
TYP
TOP OF CURB
TOP OF SLAB
TUBE STEEL
TELEVISION
TYPICAL
PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING
DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM
EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM
ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. (SEC 11B-404.2.9)
# SF
GA
GALV
GAGE, GAUGE
GALVANIZED
GRADE, GRADING
DOOR NUMBER.
FIRST DIGITS
TYPICALLY
INDICATE
ROOM #
VOC by weight of product limits of Regulation 8 Rule 49. GFRC GFRG
GL
GPDW
GWB
GYP. BD.
5.504.4.3.2 Verification. letter from the Contractor certifying what material (including paint) has been used and its compliance with the Code must be submitted to the Building Inspector.
A UON or UNO UNLESS OTHERWISE NOTED
VCT
VERT
VINYL COMPOSITION TILE
VERTICAL
GYPSUM WALLBOARD
GYPSUM WALLBOARD
GYPSUM WALLBOARD
WALL TYPE
VPCS LAKE
ELSINORE
MODULARS
16. 17.
IF THE DOOR HAS
SHALL BE ADJUSTED TO SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST SECONDS TO MOVE TO POINT 3" (75 MM)
A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER REFERENCE XX WALL TYPE TAG
MATERIAL TAG
3 A W
W/
WEST, WIDTH, WIDE
WITHFROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. (SEC MATERIAL
REFERENCE
NUMBER
11B-404.2.8) WC
WD
WP
WWF
WATER CLOSET
WOOD
WATERPROOFING
WELDED WIRE FABRIC
XX-#
TYP.GRADE LEVEL AREAS DESIGNATED AS EXIT DISCHARGE COMPONENTS FOR A BUILDING SHALL BE PERMANENTLY MAINTAINED. SUCH AREAS SHALL NOT BE
DEVELOPED OR OTHERWISE ALTERED IN THEIR CAPACITY TO PROVIDE FOR
CONTINUOUS, UNOBSTRUCTED, AND UNDIMINISHED MEANS OF EGRESS FOR THE BUILDING OCCUPANT. IF SUCH AREAS ARE SOLD INDEPENDENT OF THE
BUILDING THEY SERVE, AN EXIT DISCHARGE COMPLYING WITH THE REQUIREMENTS OF SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING (SEC. 1006.1).
CEILING HT AFF
X'-XX"
#
CEILING TAG
28200 LAKE STREET,
LAKE ELSINORE, CA 92530
REVISION NUMBER
SIGNAGE CALLOUT
GENERAL NOTES REVISION TAG
18. 19.
PROVIDE EXIT SIGNS AND FLOOR LEVEL EXIT SIGNS AS INDICATED ON PLANS AND PER C.B.C. SECTION 1003.2.8 AND 1003.2.9. CONNECT TO EMERGENCY BACK-UP POWER. EXIT SIGNS MUST BE INTERNALLY
ILLUMINATED, THE WORD "EXIT" SHALL BE LETTERED IN GREEN WITH OPAQUE BACKGROUND. C.F.C. SEC. 1212.4 AND C.B.C. SEC. 1003.2.8.3.
A SOURCE OF 1. ALL WORK SHALL CONFORM TO CALIFORNIA BUILDING CODE 2022 EDITION AND ALL AMENDMENTS THERETO BY THE LOCAL AUTHORITIES.
13. 14.
THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL AREAS ON THE
PROJECT WHICH REQUIRE TOLERANCES BETWEEN ROUGH OPENINGS AND/
OR FINISH MATERIALS AND PROVIDE FOR THE PROPER TOLERANCES TO
COMPLETE THE CONSTRUCTION IN ACCORDANCE WITH THE
X SIGNAGE TAG
FF&E TAGFF&E
REFERENCE X-##2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE
CONDITIONS BEFORE STARTING WORK AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK.PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS CONFORMING TO CODE SECTIONS C.B.C. SEC. 1003.2.8.3, C.F.C. 1212.5.
PROVIDE EXIT ILLUMINATION, CONNECTED TO
BACK-UP POWER IN ROOMS AND PORTIONS OF THE EXIT SYSTEM THAT SERVE/CONTAIN AN OCCUPANT LOAD OF 100 OR MORE OCCUPANTS.
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
A SOURCE OF EMERGENCY 3.
4. ALL PLANS USE A GRID SYSTEM FOR LOCATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WORK.
THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR
THE REVIEW AND COORDINATION OF ALL DRAWINGS, SCHEDULES AND
SPECIFICATIONS, INCLUDING CIVIL, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL. ALL
DISCREPANCIES, OMISSIONS OR ERRORS THAT OCCUR SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING.
PROJECT NO.
DATE
25224P
20. 21.
THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN FOOT-CANDLE (11LUX) AT THE WALKING SURFACE LEVEL, PER CBC 1006.2 1 THE CONTRACTOR, SUBCONTRACTORS AND MATERIAL SUPPLIERS SHALL REV ISSUED REASON
WHEN DETERMINING THE CONSTRUCTION REQUIREMENTS FOR THIS PROJECT. VERIFY WITH ARCHITECT WHETHER THESE NOTES OR SPECIFIC NOTES ON DRAWINGS SHALL TAKE PRECEDENCE IN CASE OF CONFLICT.
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL GOVERN. DO NOT SCALE DRAWINGS, UNLESS DIRECTED BY ARCHITECT.
"THE EXIT ACCESS" COMPONENTS, SUCH AS AISLES, CORRIDORS, DOORS,
GATES, STAIRWAYS, AND RAMPS MUST BE DISTINCTLY IDENTIFIED TO SHOW
MEANS OF EGRESS BETWEEN THE MOST REMOTE POINT WITHIN THE
15. 16.
ANY WORK PERFORMED IN CONFLICT WITH ANY PART OF THE CONTRACT
DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE
CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.OCCUPIED PORTION OF THE SPACE/ BUILDING AND A DOOR ON "THE EXIT".
22. "DOOR IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT"
5. 6.
7. VERIFY EXACT LOCATIONS AND SIZES OF HOLES IN FLOOR, WALLS, AND
ROOF FOR PLUMBING, HVAC, AND ELECTRICAL WITH RESPECTIVE CONTRACTORS AND SUB-CONTRACTORS.
THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHER TRADES.
SUBCONTRACTORS SHALL VERIFY THAT ANY WORK RELATED TO THEM,
WHICH, MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK.
A
WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART
OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON DRAWINGS. VERIFY WITH ARCHITECT. 17.
18. 19.
BRACING AND TEMPORARY SUPPORT IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE PROVIDED AS REQUIRED TO HOLD THE WORK
SECURELY IN PLACE AND TO SUSTAIN ALL LOADS THAT MAY DURING
ERECTION AND UNTIL SUBSEQUENT CONSTRUCTION IS ADEQUATE TO REPLACE TEMPORARY BRACING.
THE UNDERGROUND SERVICES AND UTILITIES SHOWN ON THE DRAWINGS
REFLECT BEST AVAILABLE INFORMATION, HOWEVER, EXACT LOCATIONS FOR EACH SHALL BE VERIFIED IN FIELD BY CONTRACTOR. BEFORE EXCAVATING,
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE
AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING, OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. IN ADDITION, THE
CONTRACTOR SHALL VERIFY THE ACTUAL STATIC WATER PRESSURE AT THE
PROPERTY LINE AND REPORT THE FINDINGS IN WRITING TO THE ARCHITECT AND MECHANICAL ENGINEER PRIOR TO THE START OF CONSTRUCTION.
ICBO REPORT NUMBERS WHERE SHOWN ON DRAWINGS AND IN THE
SPECIFICATIONS ARE SHOWN ONLY TO INDICATE THE APPROVED
REQUIREMENTS BY THE LOCAL BUILDING DEPARTMENT. OTHER PRODUCTS
WITH APPROVED ICBO REPORT NUMBER MAY BE USED, IF SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT PRIOR TO INSTALLATION.
8. 9.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING AND COORDINATION. ALL DRAWINGS HAVE BEEN DRAWN TO SCALE AS INDICATED
UNLESS OTHERWISE SHOWN, HOWEVER, MECHANICAL, FIRE PROTECTION AND ELECTRICAL SYSTEMS MAY BE OF SCHEMATIC LAYOUT. CONTRACTOR SHALL
BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ROUGH-IN AND
FINISH INSTALLATIONS OF AND VERIFICATION OF NON-INTERFERENCE BETWEEN ALL SYSTEMS.
THE DRAWINGS AND SPECIFICATIONS INDICATE THE GENERAL SCOPE OF
THE PROJECT IN TERMS OF THE DESIGN CONCEPT, DIMENSIONAL PROFILES, MAJOR ELEMENTS, AND MATERIALS. THE DRAWINGS AND
SPECIFICATIONS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
THE CONSTRUCTION REQUIRED FOR THE FULL COMPLETION OF THE WORK. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL
ADJUST THEIR COST ESTIMATES, AND ASSOCIATED CONTINGENCIES, SO AS
TO FURNISH ALL ITEMS AND LABOR REQUIRED FOR THE FULL COMPLETION
OF THE WORK, AS REASONABLY INFERABLE FROM THE DOCUMENTS HEREIN.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND
MAINTENANCE OF ALL SAFETY DEVICES INCLUDING SHORING AND BRACING
AND THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH
CURRENT FEDERAL, STATE, AND LOCAL SAFETY AND HEALTH STANDARDS, LAWS, ORDINANCES AND REGULATIONS. 07.17.25
CITY SUBMITTAL10.
11. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY T
HIS DETAIL IN ESTIMATING AND CONSTRUCTION - REGARDLESS OF IT'S A Sheet TitleREFERENCE IN EVERY INSTANCE.
GENERAL
NOTES,
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ ENGINEER
OF ANY SITE CONDITIONS NOT REFLECTED ON THE WORKING DRAWINGS OR DIFFERENT FROM THE MAXIMUM OR MINIMUM DIMENSIONS INDICATED.
INCLUDING CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND
WATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC. ABBREV. &
SYMBOLS
12. IN GENERAL, FLOOR DRAINS SHOWN ON DRAWINGS SHALL BE SET FLUSH TO ADJACENT FINISH FLOOR, UNLESS OTHERWISE NOTED ON DRAWINGS.
G-002
1 2 3 4 5 6
1 2 3 4 5 6
24" MIN. AT EXTERIOR
18" MIN AT INTERIOR
48" MIN
E
D
C
B
A
18" MIN 12" MIN 42" MIN 22" MIN 24" MIN E
D
C
B
(E)
HINGE APPROACH, PULL SIDE (I)
(A)
(A) 24" MIN (A) (B)
SIDE APPROACHFRONT APPROACH, PULL SIDE LATCH APPROACH, PULL SIDE, DOOR
PROVIDED WITH CLOSER FRONT APPROACH
(C) (G) (A)
PULL SIDEFRONT APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH
HINGE APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH
48" MIN
(B)
PUSH SIDE
22" MIN 24" MIN 22" MIN 24" MIN
(K)
LATCH APPROACH, PUSH
SIDE, DOOR PROVIDED
WITH CLOSER
12" MIN (B)
36" MIN. 24" MIN
(C) (D)
STOP OR LATCH APPROACHPOCKET OR HINGE APPROACH
48" MIN
(B) (D) (F) (H) (J)
FRONT APPROACH, PUSH SIDE HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE LATCH APPROACH, PULL SIDE LATCH APPROACH, PUSH SIDE (C)
PUSH SIDE, DOOR PROVIDED WITH
BOTH CLOSER AND LATCH (C)
FIGURE 11B-404.2.4.1 FIGURE 11B-404.2.4.2 FIGURE 11B-404.2.4.3
MANEUVERING CLEARANCE AT RECESSED DOORS AND GATES
FIGURE 11B-404.2.6
DOORS IN SERIES AND GATES IN SERIESMANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS,
SLIDING DOORS, GATES, AND FOLDING DOORS
NOTES:
CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OOCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 1/4" PER FOOT IS ALLOWED FOR DRAINAGE.
WHERE DOORS OPEN ONTO, BUT NOT INTO
THE DOORS SHALL BE MINIMUM OF 48". FOR ADDITIONAL INFORMATION, SEE APPLICABLE NOTES ON TYPICAL ACCESSIBLITY NOTES SHEET.
A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND
A
MICHAEL MCGUIRE
C-32616
05/31/25
RENEWAL
DATE4" MAX
48" MIN
8" MIN. 48" MIN 8" MIN
32" 18" MIN INTERIOR
24" MIN
EXTERIOR OF
BLDG
CLEAR
11" MIN 25" MAX.
11" MIN
(A) (B)
PLAN
(C)
ELEVATION ELEVATION @
LAVATORY
FIGURE 11B-306.3
KNEE CLEARANCE
FIGURE 11B-307.2
LIMITS OF PROTRUDING OBJECTS
VESTIBULE PLAN
NOTE: ACTUAL TOILET
LAYOUT MAY DIFFER.
APPLY CODE
NOTE: ACTUAL TOILET
LAYOUT MAY DIFFER.
APPLY CODE
DIMENSION MIN.
REQUIREMENTS TO
ALL ACCESSIBLE
TOILETS. DIMENSIONS
ARE TO FINISH -
INCLUDING TILE FACE.
60" (60"X60" MIN 60"x60" MIN
AROUND TLT.)
18"
DIMENSION MIN. AROUND TLT.
NOTES: REQUIREMENTS TO ALL
ACCESSIBLE TOILETS.
DIMENSIONS ARE TO
1. 2.
3. FLOOR SLOPE NOT TO EXCEED 2%
DRAIN GRATE MAX 1/4" OPENING
18" 1' - 6" 1' - 6"
& FLUSH W/ FLOOR SURFACE
FOLDING SHOWER SEAT MAX 3" FROM COMPARTMENT ENTRY; MUST SUPPORT 250LB POINT LOAD. FLUSH ACTIVATOR ON WIDE SIDE 12" 24" FINISH
FACE.
- INCLUDING TILE 1' - 0" 2' - 0"17"-18"
27" MAX 60" (F. OF FIN.)
19"-27"
MIN MIN
32" MIN
6"
MIN MIN
27" MAX 6
M
A " X MAX 28" MIN 36" GRAB BAR*
19" 36" GRAB BAR* REQ'D CLEAR MANEUVERING
SPACE (30"x48")
VPCS LAKE
ELSINORE
MODULARS
MIN GRAB BAR R M E A Q N ' E DC
U
LEA I N R G SPACE
VER
(30"x48")
REQ'D CLEAR SPACE
LAVATORY (30"x48")
HAND-HELD SPRAYER UNIT W/
60" LONG SHOWER SPRAY HOSE
CONTROL AREA W/ SINGLE LEVER
MIXING VALVE SHALL BE OPERABLE
REQ'D CLEAR SPACE @
LAVATORY (30"x48")
@ 60" TURNING CIRCLE
W/ A MAX FORCE OF 5PLF 2 1/2" MAX 60" TURNING CIRCLE 48"x(12" + DOOR WIDTH) DOOR
SWING CLEARANCE
(60"x(DOOR WIDTH + 18")
OUTSIDE ROOM)
MAX. 1/2"
THRESHOLD
H CLEAR
FLOOR
SPACE
MAXIMUM DOOR
OVERLAP
16" 60"x60" DOOR SWING
CLEARANCE
36"W DOOR (MIN. 32" CLR.)
MAX
23" 36"W DOOR (MIN 32" CLR.) GRAB BAR* 28200 LAKE STREET, LAKE ELSINORE, CA 9253018" 36" MIN
MAX
ROLL-IN 6" MAX
SHOWE
R
MIN CLR 4" MAX
GRAB BAR*PLAN VIEW 60" MIN *ALTERNATE 'L' CONFIGURATION GRAB BAR TO BE 42"x60".
*ALTERNATE 'L' CONFIGURATION
GRAB BAR TO BE 42"x60".FOLDING
SEAT OUTSWINGING DOOR ONLY
ACCESSIBLE SHOWER COMPONENTS FIGURE 11A-9A (C)
TOILET FACILITIES
(ACCESSIBLE WATER CLOSET COMPARTMENT
WITHIN MULTIPLE-ACCOMODATION TOILET FACILITY)
PROJECT NO.
DATE
25224P
REV ISSUED REASON
NOTES:
1. 2.
3. CASEWORK COUNTER WORK SURFACE TOPS SHALL BE BETWEEN 28" TO 34" ABOVE FINISHED FLOOR.
SEE CHAPTER 11 OF THE CBC AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN FOR BUILDING COMPONENTS AND FURTHER INFORMATION NOT SHOWN.
THE HIGHEST AND LOWEST OPERABLE PARTS OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN 48" OF THE FLOOR BUT NOT LOWER THAN 15" FOR FORWARD APPROACH (OR WITHIN 54" BUT NOT LOWER THAN 9" IF SIDE APPROACHED).
ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR PER CBC SECTION 11B-308.
CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH THE REQUIREMENTS OF CBC SECTION 11B-309.4. 1' - 6" CLR MIN CASEWORK OPENING
30" MIN 27" A.F.F. BELOW (MAY BE SIGN: OCCUPANT
LOAD SIGN OR
EMERGENCY SIGN
FIRE ALARM
(STROBE
ALARM/STROBE)
OPERABLE - SEE CASEWORK &
DRAWINGS)
18" CLR
MIN (TYP) NOTE: CLEAR
FLOOR SPACE
30"x48" TYP.
IDENTIFICATION
SIGNS DOOR JAMB
MIN. 18"W x 36"H ALIGN TOP OF
PLATE OR
DEVICE
MIRRORS LOCATED ABOVE LAVATORIES OR
COUNTERTOPS SHALL BE INSTALLED WITH
BOTTOM EDGE OF THE REFLECTING
SURFACE 40" MAX AFF
2"
4"CLEAR
FLOOR
SPACE
CLEAR
FLOOR
SPACE12"
PLAN VIEW 2' - 6" MIN
HT. TO BOT.
OF GLAZING
6"
MAX.
8"
MIN.
8"
18" MINTOILET TISSUE/ SEAT
COVER DISPENSER
SANITARY NAPKIN
VENDOR
17" - 25" SWITCHES,
CONTROLS
THERMOSTAT &
SOAP
DISPENSER
WORK WASTE
RECEPTACLE
TOWEL
DISPENSER
FIRE
ALARM
MOP
HOLDER
ACCESSIBILITY FIRE ALARM SHOWER HEAD
ACCESSIBLE LAVATORY COUNTERTOP SINK MIRROR SURFACE FIRE ALARM ROBE HOOK SYMBOL MANUAL
STATION
TOWEL BAR (NON-ACCESSIBLE)
07.17.25 CITY SUBMITTAL
A
Sheet Title
ACCESSIBILITY
DIAGRAMS
CARD
READER
EMERGENCY
SHUT OFF
A1 ACCESSABILITY DIAGRAMS G-004
1/4" = 1'-0"
1 2 3 4 5 6
1 2 3 4 5 6
GENERAL NOTES
1. 2.
3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.
DRINKING WATER WILL BE PROVIDED WITHIN EACH CLASSROOM.
1 REFER TO MODULAR BUILDING DRAWINGS FOR UTILITY CONNECTIONS AND ADDITIONAL INFORMATION.
E
D
C
B
A
E
D
C
B
NEW TRAFFIC SIGN:
"RIGHT TURN ONLY"
WITH RIGHT ARROW
GRAPHIC
MICHAEL MCGUIRE
C-32616
(E) BUILDING
05/31/25
RENEWAL
DATE
1 A1
G-101
SIGNAGE SCHEDULE
DESCRIPTIONSIGN
(E) SHADE
STRUCTURE S-1 SIGN TO READ "DROP-OFF / PICK-UP LINE STARTS HERE" (E) BUILDING S-2 SIGN TO READ "STUDENT DROP-OFF / PICK-UP AREA. DRIVERS MUST
REMAIN IN VEHICLE
S-3
S-4
S-5
S-6
S-7
SIGN TO READ " STUDENT DROP OFF" ARROW SIGN
SIGN TO READ "EXIT"
SIGN TO READ "ADMINISTRATION"
SIGN TO READ "A", "B", "C", "D"
SIGN TO READ " MAIN ENTRANCE"
(E) BUILDING
TRASH ENLCOSURE
VPCS LAKE
ELSINORE
MODULARS1
1 SITE PLAN LEGEND
28200 LAKE STREET,
LAKE ELSINORE, CA 92530
(E) FIRE HYDRANT
(E) SOCCER
FIELDS
(E) GRASS (N) 6' HIGH GALVANIZED CHAIN LINK FENCE
NOT IN CONTRACT
1 NEW MODULAR BUILDING PROJECT NO.
DATE
25224PCLASSROOMS: 60' x 24'
OFFICE: 56' X 11'-8"
PATH OF VEHICLE
EGRESS FROM THE
SITE
REV ISSUED REASON
Revision 1(E) TREE 1 07.22.25
24' WIDE FIRE LANE PER LAKE ELSINORE
MUNICIPAL CODES
NEW TRAFFIC SIGN:
"RIGHT TURN ONLY"
WITH RIGHT ARROW
GRAPHIC
ACCESSIBLE PATH OF TRAVEL
PROPERTY LINE
1 1
1 S-2 (E) GRASS SEWAGE HOLDING TANK
WATER TANK
HT
(E) GRASS
WT
1 1 DROP OFF QUEUE
(E) SOCCER
FIELDS
SCHOOL
PARKING
STALLS
C D H R I O L P D - O F F
AREA
PATH OF VEHICLE EGRESS FROM THE SITE
1 SCHOOL
PARKING STALLS
S-5 MAIN
TOTAL LENGTH OF
ENTRANCE S-7
S-6
DROP OFF QUEUE 743'
APPROX. 37 VEHICLES
w
(E) GRASS
1 (E) SOCCER
FIELDSOFFICE BUILDING
NEW (1) STORY 11'-8"
MODULAR BUILDING
1 w
w
x 56'
CONSTRUCTION TYPE VB 07.17.25
CITY SUBMITTALOCCUPANCY GROUP:
NON-SPRINKLERED
B
w
w
1 A
Sheet Title
(E) GRASS
OVERALL SITE
PLAN
S-6 1
CLASSROOM BUILDING (TYP. OF 4)
NEW (1) STORY 24' 60' MODULAR BUILDING
CONSTRUCTION TYPE VB
1 x
OCCUPANCY GROUP:
NON-SPRINKLERED
E
NORTH
A1 OVERALL SITE PLAN
0 25' 50' 100'
G-100SCALE: 1" = 50'
1" = 50'-0"
1 2 3 4 5 6
1 2 3 4 5 6
GENERAL NOTES
1. TOTAL OCCUPANT LOAD HAS BEEN CALCULATED PER CBC TABLE 1004.5
2. THE TOTAL OCCUPANT LOAD
•
•
•
•
MODULAR CLASSROOMS
MODULAR OFFICE 654 SF
CLASSROOM OCCUPANT LOAD
OFFICE OCCUPANT LOAD OCCUPANTS
= 5,760 SF
=
= 288 OCCUPANTS
= 5
MAX. OCCUPANT LOAD / NOTE THAT TOTAL STUDENT ENROLLMENT IS 170 STUDENTS 24 STAFF.&
3. 4.
ALL OCCUPANTS EXIT THE SITE TO THE PUBLIC WAY.
E
D
C
B
A
EGRESS GATES SHALL BE READILY OPENABLE FROM THE EGRESS SIDE E D
C
B
WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (CBC 1010.2.1)
5. 6.
FOR GATE HARDWARE, SEE SHEET A-611 AND SPECIFICATION SECTION 323113.
SEE ENLARGED SHEET AS101 FOR ADDITIONAL INFORMATION AND ENLARGED SITE AREAS.
7. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.
8. FOR COMPLETE EGRESS PATHS, REFER TO A1
SEE SHEET A-500 FOR CHAIN LINK DETAILS.
/ AS101.
9. 10. ALL FENCE AND GATE COMPONENTS TO BE HOT DIPPED GALVANIZED FINISH U.N.O.
11. 12.
DRINKING WATER WILL BE PROVIDED WITHIN EACH CLASSROOM.
ALL FENCE POSTS TO BE EMBEDDED IN GROUND.
OCCUPANCY LOAD CALCULATIONS
OCCUPANCY
OCCUPANCY LOAD FACTOR AREA LOAD
CLASSROOMS
OFFICE
20 5,760
654
288
5150
TOTAL 6,414 293
TOTAL STUDENT ENROLLMENT + STAFF 194 PERSONS
(E) GRASS
NEW TRAFFIC SIGN:
"RIGHT TURN ONLY"
WITH RIGHT ARROW
GRAPHIC
VPCS LAKE
ELSINORE
MODULARS
28200 LAKE STREET,
LAKE ELSINORE, CA 92530
SCHOOL
PARKING
STALLS
SCHOOL PARKING
STALLS
(E) GRASS
PROJECT NO.
DATE
25224PALUMINUM RAMP
MAIN GATE
EGRESS WIDTH: 36"
EGRESS GATE
EGRESS WIDTH: 36"
REV ISSUED REASON
Revision 1
OFFICE
W
1 07.22.25OCCUPANTS
MIN. REQ'D WIDTH
= 65 PERSONS
32"
OCCUPANTS = 65 PERSONS
MIN. REQ'D WIDTH = 32"=
OFFICE 1
CLASSROOM
31 OCC. RAMP SLOPE 1:12 TYP.OFFICE
1 1 CLASSROOM
31 OCC.
PROVIDE (N)
KNOX BOX
W
WCLASSROOM
31 OCC.
FIRE ACCESS LEGEND(E) ACCESSIBLE
PARKING
C L 3 A 1 S S O R C O C O .
M
CLASSROOM
31 OCC. 1VEHICLE GATE CLASSROOM
31 OCC.W FH
(E) FIRE HYDRANT
EGRESSGATE
EGRESS WIDTH: 36"
OCCUPANTS
MIN. REQ'D WIDTH
= 64 PERSONS (E) GRASS
W C L 3 A 1 S S O R C O C O .M 1
= 32" (N) TEMPORARY CHAIN LINK FENCE. POSTS AND BASE
PLATES TO BE PLACED OUT OF PATH OF TRAVEL.ALUMINUM RAMP 1:12 MAX SLOPE
CLASSROOM
31 OCC.
MODULAR BUILDING
1 CLASSROOMS / ADMIN: 60' x 24'
OFFICE: 56' X 11'-8"
B1
AS-101 (E) TREE
24' FIRE LANE PER LAKE ELSINORE MUNICIPAL CODES
HOLDING TANK
07.17.25 CITY SUBMITTAL
HT A
Sheet Title
MEANS OF
EGRESS AND
FIRE ACCESS
PLAN
ACCESSIBLE PATH OF TRAVEL
HOSE PULL DISTANCE < 150' PER RIVERSIDE COUNTY
FIRE DEPARTMENT REQUIREMENTS
PROPERTY LINE
NORTH
A1 EGRESS & FIRE ACCESS PLAN
0 15' 30' 60' WT WATER TANK
G-101SCALE: 1" = 30'
A1 / G-100 1" = 30'-0"
1 2 3 4 5 6
SHEET INDEX
TITLEPAGE
GENERAL NOTES
STATEAPPROVAL
SHEET NO: A-0.5
ADASIGNAGE
SHEET NO: A-1.0
FLOORPLAN
CONSTRUCTIONNOTES
FINISHSCHEDULE
DOORSCHEDULE
WINDOWSCHEDULE
STATEAPPROVAL
SHEET NO: A-2.0
BUILDINGINSIGNIA - CM173662 BUILDINGINSIGNIA - CM173663 REFLECTEDCEILINGPLAN
REFLECTEDCEILINGDETAILS
THISISTHEPICTUREOFTHEHCDINSIGNIA#173662
WHICHWASPLACEDATTHEMODULARUNIT.
THISISTHEPICTUREOFTHEHCDINSIGNIA#173663
WHICHWASPLACEDATTHEMODULARUNIT. SHEET NO: A-3.0
THESEARERECORDDRAWINGSDEPICTINGTHE
AS-BUILTCONDITIONS. WILLIAMSSCOTSMAN,THE
OWNER, ATTESTSTHATTHEREARENOCHANGES
FROMTHEORIGINALMANUFACTURERMODULEBEYOND
REGULARMAINTENANCEANDUP-KEEPOFTHEMODULAR
UNIT.
THESEARERECORDDRAWINGSDEPICTINGTHE
AS-BUILTCONDITIONS. WILLIAMSSCOTSMAN,THE
OWNER, ATTESTSTHATTHEREARENOCHANGES
FROMTHEORIGINALMANUFACTURERMODULEBEYOND
REGULARMAINTENANCEANDUP-KEEPOFTHEMODULAR
UNIT.
EXTERIORELEVATIONS
EXTERIORPAINTSCHEDULE
SHEET NO: E-1.0
ELECTRICAL PLAN
ELECTRICAL SCHEDULE
ELECTRICAL PANELS
THISMODULARUNITWASAPPROVEDANDINSPECTED
BYCA-HCDTHIRDPARTYDURINGFABRICATIONAND
UNDERJURISDICTIONOFCA-HCD.
THISMODULARUNITWASAPPROVEDANDINSPECTED
BYCA-HCDTHIRDPARTYDURINGFABRICATIONAND
UNDERJURISDICTIONOFCA-HCD.
LOCALAUTHORITIESMAYCALLHCDFORCLARIFICATION
IFNEEDED.
LOCALAUTHORITIESMAYCALLHCDFORCLARIFICATION
IFNEEDED. SHEET NO: M-1.0
MECHANICAL SCHEDULES
MECHANICAL PLAN
ABBREVIATIONS SHEET NO: P-0.5BUILDINGDATA ADAACCESSIBILITYCOMPLIANCEA.B.
A.C.
ANCHORBOLT LAV. LAVATORY NUMBEROF STORIES:
BUILDINGHEIGHT:
BUILDINGAREA:
1 - STORYAIRCONDITIONING LOW-E LOWEMISSIVITY
WILLS CO T
A.F.F. ABOVEFINISHEDFLOOR
ASSESSORSPARCEL NUMBER MIN.
M.C. MEDICINECABINET
MINIMUM
FIELDVERIFIED
1,440 SQ. FT.
APN
& SHEET NO: P-1.0AND (N) NEW
BEDRM. BEDROOM NO.
O.C.
OSB
NUMBER
OFF-CENTER
ORIENTEDSTRANDBOARD OCCUPANCY
FIRESPRINKLERS: X NOT REQUIRED REQUIRED
PLUMBINGPLAN
PLUMBINGSCHEDULE
PLUMBINGISOMETRIC
PLUMBINGDETAILS
B.S.L. BUIDLINGSETBACKLINE
CALC. CALCULATION / USE: E3: (ADULT CLASSROOM)
CBC
CEC
®
CALIFORNIABUILDINGCODE
CALIFORNIAENERGYCODE
CENTERLINE
P.U.E. PUBLICUTILITYEASEMENT OCCUPANCYLOAD:
P.S.F. POUNDSPERSQUAREFEET 51 MAXIMUM. WILL HAVEEXIT(S) ASINDICATED
R/A RETURNAIR
REFRIGERATOR
ROAD
DESIGNLOADSCOND. CONDENSER REF.
RD.
S.C.
S.F.
DBL.
D.F.
D.P.
D.W.
(E)
DOUBLE TYPEOFCONSTRUCTION:
FLOORLIVELOAD:
ROOF LIVELOAD:
VBDOUGLASFIR
DUAL PANE
DISHWASHER
EXISTING
SOLIDCORE
SQUAREFEET 100 PSF (EXISTING)
20 PSF (EXISTING)S.G.D. SLIDINGGLASSDOOR
SHWR. SHOWER
F.Q.
FR.
FT'G
GLV.
FINISHEDFLOOR
FINISHEDFLOOR
FOOTING
SQ. FT. SQUAREFEET ASSUMEDENERGY
CECCLIMATEZONE:STM. SYMBOL 14
U.P.C. UNIFORMPLUMBINGCODE
V.T.R. VENT TOROOFGALVANIZED BLDGSET ONPERMANENT FOUNDATION:
BLDGSET ONTEMPORARYFOUNDATION:
WUI AREA:
YES
YES
X NO
NO
G.P.A. GALLONSPERMINUTE W.C.
W/
WATERCLOSET
WITHH.B.
H.C.
H.S.
HOSEBIB
HOLLOWCORE
HORIZONTAL SLIDER
X
W.H. WATERHEATER
X NO
AS-BUILTRECORDSETAPPLICABLECODES
(EXISTINGCONSTRUCTION)
YES, COMPLIANCEWITHHCDIGNITIONRESISTANCE
CONSTRUCTIONSYSTEMREQ. (CBCCHAPTER7A)
THISMODULARCARRIESANHCDINSIGNIA, INDICATINGTHAT ITS
DESIGNWASREVIEWEDANDITSCONSTRUCTIONWASINSPECTED
BYACA-HCDTHIRDPARTY. THEORIGINAL SET OF REDSTAMPED
HCDAPPROVEDDRAWINGSNOLONGEREXIST
GENERAL NOTES
1. THISSTRUCTUREISNOT TOBELOCATEDLESSTHAN10 FEET FROM
ACTUAL ORASSUMEDPROPERTYLINESORDETERMINEDBY
REQUIREMENTSAT THEBUILDINGSITEBASEDONLOCAL AND/ORSTATE
BUILDINGCODEPER2016 CBC705.3
REGULATIONS(TITLE25) C.C.R.
1991 UNIFORMBUILDINGCODE(UBC) WINDDESIGNDATA
1. BASICWINDSPEED, ULTIMATE(MPH)
2. WINDIMPORTANCEFACTOR:
1991 UNIFORMMECHANICAL CODE(UMC)
1991 UNIFORMPLUMBINGCODE(UPC)
1993 NATIONAL ELECTRICCODE(NEC)
: 17.4
1 2. SEPARATETOILETFACILITIESTOBEPROVIDEDFOREACHSEXIN
ADJACENTBUILDING(S) ONSAMEPROPERTYIFADEQUATETOILET
FACILITIESARENOTPROVIDEDINBUILDING.
BUILDING SIZE:3. WINDEXPOSURE: "C"
APPLICABLECODES
(PROPOSEDCONSTRUCTION)
3. THISPLANMAYBEREVERSEDANDORMIRRORED.
4. APPLICABLEINTERNAL PRESSURECOEFFICIENT: ± 0.18
4. LANDINGSATEXITDOORWAYSSHALL COMPLYWITHSECTION1026
OFTHE2016 CBC.
24'-0" x 60'-0"
6. ROOFCOVERINGSYSTEMSHALL BEPERCHAPTER15 OFTHE2016 CBC EARTHQUAKEDESIGNDATALIST OF 2019 CALIFORNIACODEOF REGULATIONS 7. ALL WORKSHALL CONFORMTOTITLE24, CALIFORNIACODEOF REGULATIONS(CCR)2019 BUILDINGADMINISTRATIVECODE(CAC), PART 1, TITLE24 C.C.R. 2019 CALIFORNIABUILDINGCODE(CBC), VOLUMES1 &2, PART 2, TITLE24 C.C.R.
1. SEISMICIMPORTANCEFACTOR: 1
8. EXTERIORWALL OPENINGSTOCOMPLYW/ 705.8, 2016 CBC. 2. MAPPEDSPECTRAL RESPONSE:
(2015 INTERNATIONAL BUILDINGCODEVOLUMES1-2 AND
2016 CALIFORNIAAMENDMENTS)
10. GLAZINGSHALL COMPLYw/ CCRTITLE25, CHAPTER3, SECTION4371 S S
SS
=
=
1.5 (FORBASESHEAR) S
1 = 1.3
SERIAL #
DATE:
07 / 20 / 2025
11. BUILDINGSITEADDRESS: STREETNAME
CITY, STATE, ZIPCODE
1.875 (FORARCHITECTURAL COMPONENTS)2019 CALIFORNIAELECTRICAL CODE(CEC), PART 3, TITLE24 C.C.R. (2014 NATIONAL ELECTRICAL CODEAND
2016 CALIFORNIAAMENDMENTS)
3. SITECLASS D
MDS-078084 & MDS-078085
SCALE:
1/4" =1'-0"
DRAWN BY:
A.F.
12. SITECONTACT: XXXXXXXXXXXXPH#: X
2019 CALIFORNIAMECHANICAL CODE(CMC), PART 4, TITLE24 C.C.R. (2015 IAPMOUNIFORMMECHANICAL CODEAND
2016 CALIFORNIAAMENDMENTS)
DOOR&WINDOWNOTES
4. SPECTRAL RESPONSECOEFFICIENTS:
S
DS= 1 S
D1= 1.3
1. ALL EXIT DOORS SHALL BE OPERABLE WITHOUT THE USE OF
KNOWLEDGE OR EFFORT.
A KEY OR SPECIAL
5. SEISMICDESIGNCATEGORY: E
SHEARWALL
0.14 2019 CALIFORNIAPLUMBINGCODE(CPC), PART 5, TITLE24 C.C.R. (2015 IAPMOUNIFORMPLUMBINGCODEAND
2016 CALIFORNIAAMENDMENTS)
2. DOOR THRESHOLDS SHALL BE BEVELED WITH
WITH A BEVELED SLOPE OF OT MORE THAN 1:2 AND
A MAXIMUM EDGE HEIGHT OF 1/4"
TOTAL HEIGHT OF 1/2".
6. BASICSEISMIC-FORCE-RESISTING-SYSTEM: SERIAL #
MDS-078084-85
A
2019 CALIFORNIAENERGYCODE, PART 6, TITLE24 C.C.R. 3. THE MINIMUM SWEEP PERIOD FOR DOOR CLOSER WHEN USED SHALL BE3 7. SEISMICRESPONSECOEFFICIENT, Cs :
2019 CALIFORNIAFIRECODE, PART 9, TITLE24 C.C.R.
(2015 INTERNATIONAL FIRECODEAND
2016 CALIFORNIAAMENDMENTS)
SECONDS FROM OPEN POSITION AT 70 DEGREES TO
HATCH.
A POINT 3" FORM DOOR
8. RESPONSEMODIFICATIONFACTOR, R :
9. ANALYSISPROCEDUREUSED:
6.5 EQUIVALENT
LATERALFORCE
SHEETNUMBER:4.
5. THE OPENING FORCE FOR INTERIOR HINGED DOORS AND SLIDING DOORS OR FOLDING DOORS SHALL NOT EXCEED LBS.5
TP
2019 CALIFORNIAGREENCODE, PART 11, TITLE24 C.C.R. 10. MINIMUMSEISMICSEPARATIONFROMOTHEREXISTING
ORFUTUREBUILDINGS
ALL DOOR AND WINDOWS GLAZING SHALL COMPLY WITH CBC SECTION 2406
SAFETY GLAZING AND SPECIFICALLY ALL GLASS PANELED DOORS AND SIDE LIGHTS, ALL GLAZING WITHIN 24" OF DOOR JAMBS, ALL GLAZING LESS THAN 18" ABOVE F.F.
6" SEP.2019 CALIFORNIAREFERENCEDSTANDARDSCODE, PART 12, TITLE24 C.C.R.
1/4" THICKCIRCLE
CONTRASTINGIN
COLORFROMDOOR
COLOR
1/4" THICKTRIANGLE
CONTRASTINGCOLOR
FROMDOORCOLOR
1/2" MINRADIUS
TYPALL ABBREVIATIONS
AB ANCHORBOLT
ABSOLUTE
ABOVE
FA FIREALARM P L ORPL PLATE
ABS
ABV
ACC
ADDL
ADJ
FCO
FF
FLOORCLEANOUT
FINISHFLOOR
FINISHGRADE
FINISH
PC PRE-CHECKED
PLAS
PLYWD PLYWOOD
PLASTER
ACCESS FG
ADDITIONAL
ADJACENT
FIN
FLR
FN
PNL
PNT
POC
POT
PSF
PSI
PANEL
PAINTFLOOR
AFF
AFG
AGC
ALT
ABOVEFINISHFLOOR
ABOVEFINISHGRADE
FIELDNAILING
FOUNDATION
FACEOFCONCRETE
FACEOFSTUD
FOOTING
POINTOFCONNECTION
PATHOFTRAVEL
POUNDSPERSQUAREFOOT
POUNDSPERSQUAREINCH
PRESSURETREATED
FND
ABOVEGRADECONCRETE FOC
1/8" RADIUS@ALL ALTERNATE
1/4" THICKTRIANGLEWITH CORNERS AOR ARCHITECTOFRECORD
FOS
FTG
FOF
PT
CONTRASTINGBLUECOLOR "ESD"
12"
#15090FEDERALSTANDARD 1/4"
595BSUPERIMPOSEDOVER
APPROX APPROXIMATE FACEOFFINISH
ARCH ARCHITECTURAL/
ARCHITECT
RAG
RD
REF
REG
REINF
REQ'D
RETURNAIRGRILLE
ROOFDRAIN
REFERENCEGA GAUGE
BD BOARD GALV GALVANIZE
GENERALCONTRACTOR
GRADE
REGISTER1/4" CIRCLE 1/4" MINSTROKE
WIDTH BGC
BLDG
BLK
BLKG
BM
BOT
BTWN
BU
BELOWGRADECONCRETE GCCONTRASTINGIN
COLORFROM
TRIANGLEAND
DOORCOLOR
BUILDING REINFORCE
REQUIREDOR GR
BLOCK
BLOCKING
BEAM
BOTTOM
BETWEEN
BUILTUP
GYP GYPSUM REV
RF
RM
RO
ROH
REVISION
ROOF
ROOM
ROUGHOPENING
ROOFOVERHANG
GYPBD GYPSUMBOARD
"RDS" HB HOSEBIBB
HEAVYDUTY
HEADER
RESTROOMDOORSIGN 3/4" MINSTROKE
WIDTH
1/2" HDA
-
(TYP) HDR
HDWCAB
CBC
CI
CJ
CJP
CABINET HARDWARE
HEMFIR SCHED SCHEDULEISASYMBOLREQUIRED
ONDOOR, WALL, OR
SEPARATESIGN. NOT
REQUIREDTOBE
RAISEDFROM
CALIFORNIABUILDINGCODE HF SEC
SHT
SHTG
SIM
SPEC
SQ
SECTION
"FLS" CASTIRON HORIZ HORIZONTAL SHEET
FIRELIFESAFETY
STAIRSIGN
CONTROLJOINT
COMPLETEJOINT
PENETRATION
HT HEIGHT SHEATHING
SIMILAR
SPECIFICATION
SQUARE
HVAC HEATING, VENTILATING,
ANDAIRCONDITIONING18"MIN. CLR.
BACKGROUND A
-
C
L C L
CLG
CENTERLINE
INCL
INFO
INT
INCLUDED SST
STD
STIFF
STL
STAINLESSSTEEL
STANDARD
STIFFENER
STEEL
CEILING"RWS" CO
COL
CLEANOUT
COLUMN
INFORMATION
INTERIORRESTROOMWALLSIGN LEVERTYPE
HARDWAREMEASUREDFROMF.F. TOCLOFSIGN
(11B-703.4.1/ 11B-703.4.2)
CONC
CONN
CONCRETE
CONNECTION J-BOX
JST
JT
JUNCTIONBOX
JOIST
STS SELF-TAPPINGSCREW
CONST CONSTRUCTION STSMS SELF-TAPPINGSHEET
METALSCREWMOUNTING HEIGHT NOTE: CONT
CPT
CONTINUOUS
CARPET
JOINT
48" MIN AFF TO BASELINE OF BRAILLE
60" MAX AFF TO BASELINE OF
HIGHEST RAISED CHARACTER
KO KNOCKOUTCSK
CTR
COUNTERSINK
CENTERCENTEREDONTACTILECHARACTERS
10"
T&B
T&G
TEL
THK
TOC
TOS
TS
TOPANDBOTTOM
TONGUEANDGROOVE
TELEPHONE
LAB
LAM
LAV
LB
LABORATORY
LAMINATED
LAVATORY
POUNDS
6" DBL
DET
DF
DOUBLE
DETAIL
DOUGLASFIR
"ER"
THICK
LETTERSCONTRASTING
COLORFROMBACK
GROUND
TOPOFCOLUMN
TOPOFSTEEL
TUBESTEEL
DIAORØ DIAMETER LT LIGHT2PARTSIGN DIAG
DIM
DIAGONAL LTWT
LVR
LIGHTWEIGHT
LOUVERDIMENSION TV TELEVISIONDSA DIVISIONOFTHESTATE
ARCHITECT TYP TYPICALMAX
M B
MED
MFR
MIN
MAXIMUM
MACHINEBOLT
MEDIUM
MANUFACTURER
MINIMUM
"E" D W G DRAWING UBC
UON
UNIFORMBUILDINGCODE
UNLESSOTHERWISE
NOTED
REMOVABLE
INSERT1/2" MIN. RADIUS
TYP. ALL
(E) EXISTING
EACHEA
EJ EXPANSIONJOINT
ELEVATION
ENDNAIL
EQUAL
MISC
MOD
MTL
MISCELLANEOUS
MODULE
UR URINAL
SIGNTOREADEXIT BLUEBACKGROUND. THEBLUE
SHALLBEEQUALTOCOLOR#15090
INFEDERALSTANDARD595B
ELEV
EN METAL VERT
VCT
VERTICAL
VINYLCOMPOSITION
TILE
RAMPDOWNWHERE
RAMPSOCCUR
IMMEDIATELYOUTSIDE
DOOR
EQ (N)
N
NEW
NOTE: INTERNATIONALSYMBOL
OFACCESSIBILITY
COLOR: WHITE
ROOMNAMETEXT:
1" HIGHLETTERS:
COLOR: WHITE
F.F. EQUIP EQUIPMENT NORTH W / WITH
TACTILESIGNSTOBE
PROVIDEDANDINSTALLED
ONSITEBYOTHERSAND
SHALLCOMPLYW/ CBC
EW EACHWAY
EXTERIOR
NIC NOTINCONTRACT
(NOTINSILVERCREEK'S
SCOPEOFWORK
W C
W C O
W D
W H
WATERCLOSET
WALLCLEANOUT
W O O D
WATERHEATER
WOODWORKINSTITUTE
OFCALIFORNIA
EXT
SIGNAGE TEMPLATES
NOTE: BRAILLELETTERS: CALIFORNIA
CONTRACTEDGRADE2
BRAILLEDOTSSPACING1/10"
O.C. WITHINCELL2/10"
BETWEENCELLS1/40" MIN.
RAISEDDOTS
PROVIDEONESIGNWHERE
INDICATEDONPLANS.
LOCATESIGNMAX. 12"
AWAYFROMTHEDOOR
STRIKESIDE.
NL NAIL
COORDINATEWITHNOTES1THROUGH5ONTHISSHEET. 1011.4 NO
NTS
NUMBER
NOTTOSCALE
WIC
W N D
W/O
W P
WINDOW
TACTILE EXIT SIGNS
OC ONCENTER
WITHOUT
NOTE: OD OUTSIDEDIAMETER
OPPOSITEHAND
OPENING
WATERPROOF
SIGNMATERIALTOBE1/8" THK. E.S. PLASTIC, W / 1.32" RAISEDBORDER, GRAPHICSANDLETTERS. PROVIDEMECHANICALMOUNTINGW/ VANDAL
RESISTANTFASTENERS. CBCSECTION11B-703.
OH
OPNG
OPP1. CHARACTERTYPE: CHARACTERSONSIGNSSHALLBERAISED1/32INCH(0.794mm) MINIMUMANDSHALL BESANSSERIFUPPERCASECHARACTERSACCOMPANIEDBYCONTRACTEDGRADE2BRAILLE (SEENOTE5BELOW).
OPPOSITE
SPECIFICATIONS
2. CHARACTERSIZE: RAISEDCHARACTERSSHALLBEAMINIMUMOF5/8INCH(15.9mm) ANDAMAXIMUMOF 2INCHES(51mm) HEIGHTBASEDONTHEHEIGHTOFTHEUPPERCASE"I".
ROOM IDENTIFCATION ROOM SIGNAGE (BYOTHERS) DIVISION5- METALS 05720RAILINGSANDA HANDRAILS:
3. FINISHANDCONTRAST: CONTRASTBETWEENCHARACTERS, SYMBOLSANDTHEIRBACKGROUNDMUST BE70%MINIMUMANDHAVEANON-GLAREFINISH. 11B-703.5.1/ 11B-703.6.2/ 11B-703.7.1
FORSITESPECIFICLOCATIONSARCHITECTTOPROVIDEBUILDING/
ROOMIDENTIFICATIONSIGNS. DETAILSANDLOCATIONSOFSIGNAGE
TOBEINDICATED.
ALLWELDEDJOINTSANDSURFACESSHALLBEGROUNDSMOOTH, NOSHARPORABRASIVECORNERS EDGESORSURFACES. WALLSURFACESADJACENTTOHANDRAILSHALLBESMOOTH.
4. PROPORTIONS: CHARACTERSONSIGNSSHALLHAVEAWIDTH-TOHEIGHTRATIOOFBETWEEN60%MIN.
AND110%MAX. ANDASTROKEWIDTH-TO-HEIGHTRATIOOFBETWEEN10%MIN. AND20%MAX. OFTHE CHARACTERHEIGHT. 11B-703.2.4, 11B-703.2.6, 11B-703.5.7.
COORDINATEWITHNOTES1THROUGH5ONTHISSHEET.
DIVISION8- DOORS
08710DOORHARDWARE:
IFTHEDOORHASACLOSER, THENTHESWEEPPERIODOFTHECLOSERSHALLBEADJUSTEDSOTHAT FROMANOPENPOSITIONOF70DEGREES, THEDOORWILLTAKEATLEAST3SECONDSTOMOVETOA POINT3" FROMTHELATCH, MEASUREDTOTHELANDINGSIDEOFTHEDOOR. 11B-404.2.7/ 11B-309.4.
ALLHARDWARESHALLMEETTHEREQUIREMENTSOFCBCSECTIONSCHAPTER10, SECTION1008.1.9/ 11B-404.2.7AND11B-309.4
THRESHOLDSSHALLCOMPLYWITHCBCSECTIONS1008.1.7AND11B-404.2.5.
FLOORSTOPSSHALLNOTBELOCATEDINTHEPATHOFTRAVELAND4" MAXIMUMFROMWALLS POLICY99-08
ALLLETTERSMEASUREDMUSTBEUPPERCASE. AFTERCHOOSINGATYPESTYLETOTEST, BEGINBY PRINTINGTHELETTERS"O", AND"I" AT1INCHHIGH. PLACETHETEMPLATE'S110%SQUAREOVER"O",IF THECHARACTERISNOTWIDERTHAN110%SQUARE, NORNARROWERTHANTHE60%RECTANGLE, THE PROPORTIONSARECORRECT. USETHE20%RECTANGLETODETERMINEIFTHESTROKEOFTHE"I" IS TOOBROAD, ANDTHE10%RECTANGLETOSEEIFITSISTOONARROW. IFALLTHETESTSAREPASSED, THETYPESTYLEISCOMPLIANTWITHPROPORTIONCODE.
SYMBOLS LEGEND
DETAILNUMBER 08712EXITDEVICES: (WHEREAPPLICABLE)
TEMPLATEFORCHECKINGCHARACTERANDSTROKEWIDTHTOHEIGHTPROPORTIONS:
1 MAXIMUMEFFORTTOOPERATEDOORSSHALLNOTEXCEED5LB(22.2N) FOREXTERIORANDINTERIOR
DOORS, SUCHPULLORPUSHEFFORTBEINGAPPLIEDATRIGHTANGLESTOHINGEDDOORSANDATTHE CENTERPLANEOFSLIDINGORFOLDINGDOORS. COMPENSATINGDEVICESORAUTOMATICDOOR OPERATORSMAYBEUTILIZEDTOMEETTHEABOVESTANDARDS. WHENFIREDOORSAREREQUIRED, 5LBS
MAXORTHEMAXIMUMEFFORTTOOPERATETHEDOORMAYBEINCREASEDTOTHEMAXIMUMALLOWABLE BYTHEAPPROPRIATEADMINISTRATIVEAUTHORITY, NOTTOEXCEED15LBF(66.72N) PERCBCSECTIONS 1008.1.3AND11B-404.2.9.
HAND-ACTIVATEDDOOROPENINGHARDWARE, HANDLES, PULLS, LATCHES, LOCKS, ANDOTHEROPERATING
DEVICESONACCESSIBLEDOORSSHALLHAVEASHAPETHATISEASYTOGRASPWITHONEHANDANDDOES NOTREQUIRETIGHTGRASPING, TIGHTPINCHING, ORTWISTINGOFTHEWRISTTOOPERATE. MOUNTING HEIGHTOFLATCHINGHARDWARESHALLBECENTEREDBETWEEN34INCHESMINAND48INCHESMAXABOVE THEFLOORPERCBCSECTION1008.1.9.2. LATCHINGANDLOCKINGDOORSTHATAREHAND-ACTIVATEDAND
WHICHAREINAPATHOFTRAVELSHALLBEOPERABLEWITHASINGLEEFFORTBYLEVER-TYPEHARDWARE, PANICBARS, PUSH-PULLACTIVATINGBARSOROTHERHARDWAREDESIGNEDTOPROVIDEPASSAGE.
LOCKEDEXITDOORSHALLOPERATEASABOVEINEGRESSDIRECTIONPERCBCSECTION1008.1.2 1 DETAIL/SECTION
GRIDBUBBLE
A-2.1
SHEETNUMBER
ELEVATIONVIEW
110%MAX. 60%MIN. 20%MAX. 10%MIN. 2
EXTERIORELEVATIONCHARACTERWIDTH STROKEWIDTH A-3.1
5. BRAILLE: CONTRACTEDCALIFORNIAGRADE2BRAILLESHALLBEUSEDWHEREVERBRAILLEISREQUIRED INOTHERPORTIONSOFTHESESTANDARDS. DOTSSHALLBE1/10INCH(2.54mm) ONCENTERSINEACH CELLWITH2/10INCH(5.08mm) SPACEBETWEENCELLS, MEASUREDFROMTHESECONDCOLUMNOF DOTSINTHEFIRSTCELLTOTHEFIRSTCOLUMNOFDOTSINTHESECONDCELL. DOTSSHALLBERAISED AMINIMUMOF1/40INCH(0.635mm) ABOVETHEBACKGROUND. 11B-703.3/ 11B-703.3.1.
SHEETNUMBER
ELEVATIONVIEW1
DRAWINGNUMBERBRAILLECELL BRAILLEDOT
1 INTERIORELEVATION PANICHARDWARESHALLNOTBEPROVIDEDWITH"NIGHTLATCH" FUNCTIONFORANYACCESSIBLEDOORS ORGATESUNLESSTHEFOLLOWINGCONDITIONSAREMETPERDSAINTERPRETATION10-08DSA/AC. SUCH CONDITIONSMUSTBECLEARLYDEMONSTRATEDANDINDICATEDINTHESPECIFICATIONS:
SUCHHARDWAREHASA'DOGGING' FEATURE.
Inter-cell Spacing=.20" 4 2A-7.0 REVISIONCLOUD
SHEETNUMBER
Roundeddot
(Acceptable)
3 ITISDOGGEDDURINGTHETIMETHEFACILITYISOPEN.
NO SECTIONNUMBER SUCH'DOGGING' OPERATIONISPERFORMEDONLYBYEMPLOYEESASTHEIRJOBFUNCTION(NON-PUBLIC USE).Squareddot
(Not Acceptable) DIVISION9- FINISHES
REQUIREDROUNDEDORDOMEDCALIFORNIABRAILLEDDOTS, EACHDISTINCTANDSEPARATE.
DOTSWITHSTRAIGHTSIDESANDFLATTOPSARENOTREADABLEFORMANYBRAILLEUSERS. 2 CROSS SECTION
09650RESILIENTFLOORING:
RESILIENTFLOORINGDEMONSTRATINGACOEFFICIENTOFFRICTIONOFATLEAST0.6PERASTMD2047, WILLBEACCEPTEDASMEETINGTHEINTENTOFSLIPRESISTANCE.
09680CARPETING:
CARPETSHALLHAVEALEVELLOOP, TEXTUREDLOOP, LEVEL-CUT, ORLEVEL-CUT/UNCUTPILETEXTURE ANDMAXIMUMPILEHEIGHTOF1/2" PERCBCSECTION11B-302.2.
CARPETEDGESSHALLCOMPLYWITHCBC11B-303.
DIVISION10- SPECIALTIES
A-2.1
EXAMPLE OF HOWTO DEMONSTRATE FONT TO BE USED SHEETNUMBER DATE:
NOTE:
11B-703.2.4 10155TOILETCOMPARTMENTS: CBCSECTION11B-604.8.1.2 07/ 20/ 2025 SCALE:
1/4" =1'-0"
DRAWN BY:
A.F.
/ 11B-703.2.6 PROPORTIONS. VISUAL TOILETSTALLSFORDISABLEDPERSONSSHALLHAVESLIDEBOLTDOORLATCH, U-SHAPEORWIREPULLS BOTHSIDESOFTHEDOORANDSELF-CLOSINGHINGES. DOORSHARDWARESHALLBEMOUNTEDAT 34" MINTO44" MAXABOVEFINISHEDFLOOR. DOORSATFRONTENTRYSTALLSSHALLHAVE32" MINIMUM CLEARWIDTHWHENTHEDOORISOPEN90°. DOORSATSIDEENTRYSTALLSSHALLHAVE34" MINIMUM CLEARWIDTHWHENTHEDOORISOPEN90°.
CHARACTERSONSIGNSSHALLBESELECTEDFROMFONTS
WHERETHEWIDTHOFTHEUPPERCASELETTER"O"IS60
PERCENTMINIMUMAND110PERCENTMAXIMUMOFTHE
HEIGHTOFTHEUPPERCASELETTER"I". STROKE
THICKNESSOFTHEUPPERCASELETTER"I"SHALLBE10
PERCENTMINIMUMAND20PERCENTMAXIMUMOFTHE
HEIGHTOFTHECHARACTER
110%MAX. 60%MIN. 20%MAX. 10%MIN.
CHARACTERPROPORTIONS STROKETHICKNESS 1
1 DOORTYPE
10800TOILETACCESSORIES:
WIDTH-TO-HEIGHT PROPORTIONS TEMPLATE
SPACEBETWEENCELLS(LETTERS)
TOILETACCESSORIESREQUIREDTOBEACCESSIBLESHALLBEMOUNTEDATHEIGHTSACCORDINGTOCBC SECTION11B-213.3. THEGRABBARCANNOTPROJECTMORETHAN3" INTOTHE48" MINIMUMCLEARSPACEIN FRONTOFTHEWATERCLOSET11B-604.5/ 11B-604.8.1.5/ 11B-604.8.2.3. TOILETPAPERANDFEMININENAPKIN
DISPENSERSLOCATEDONTHEGRABBARSIDEOFANACCESSIBLETOILETROOMORSTALLSHALL PROJECT MORETHANTHEGRABBAR. THEACCESSORYSHALLNOTBELOCATEDCLOSERTHAN11/2" CLEAROFTHE TANGENTPOINTOFTHEGRABBAR. ACCESSORIESSURFACEMOUNTEDABOVEGRABBARWILLRESTRICT 2/10" WINDOWTYPE SERIAL #
MDS-078084-85CALIFORNIACONTRACTEDGRADE2
BRAILLESHALLBEUSEDWHEREVER
BRAILLEISREQUIRED. INDIVIDUAL
BRAILLEDOTSSHALLBEDISTINCTAND
SEPARATE. EACHDOTSHALLBE
ROUNDEDORDOMEDINLIEUOF
W C
1 PLUMBINGFIXTURE
SHEETNUMBER:USABILITY.
DIVISION15- MECHANICAL
15400PLUMBINGFIXTURES:
ACCESSIBLEPLUMBINGFIXTURESSHALLCOMPLYWITHALLOFTHEREQUIREMENTSOFCBCSECTION 11B-213.2/ 11B-603.2. HEIGHTSANDLOCATIONOFALLFIXTURESSHALLBEACCORDINGTOCBCTABLE 11B-604.9. FIXTURECONTROLSSHALLCOMPLYWITHCBCSECTION11B-213.2/ 11B-603.2.
A-0.5
1/10" BY1/10" GRID 1 REVISIONTOORIGINALDRAWING
SQUARESIDEDANDFLATTOPPED.
BRAILLE SPACING TEMPLATE PER TITLE 24
FINISHSCHEDULE CONSTRUCTIONNOTES
INTERIOR
.080 SHEET VINYL (6" SELF COVE) w/ HEAT WELDED SEAMS
(RESTROOMS ONLY)
REMARKS CHASSIS:FLOOR: 1.
2. DIMENSION: ( 2 ) 11'-10" x 60'-0"
COLOR: FRAME:
BEAMTYPE: M10 x 8.0
OR/ CM/ MC: 8' 8' 8'
OUTRIGGER
CARPET (REMAINDER OF BUILDING)
COLOR: / /
BASE: 1.
2. 6" SELF COVE SHEET VINYL. (RESTROOMS ONLY) HITCH:
AXLE:
DETACHABLE
TRIPLEAXLES(EXISTING)
ALL WHEEL BRAKES
800/14-PLY(EXISTING)
COLOR: TO MATCH FLOOR COVERING.
4" VINYL COVE BASE. (REMAINDER OF BUILDING) W- B:
TIRES:
COLOR:
FLOOR:WALLS: 1. 1/8" x 4' x 8' F.R.P. OVER 1/2" M.R./ GREEN BOARD GYP TO CEILING HGT. (RESTROOM ONLY)
COLOR: WHITE
JOIST: 2" x 8" HF#2 ORBETTER
24" O.C.A B SPACING:
DECKING:
2. 1.
2. 1/2" VINYL COVERED GYP (V.C.G.) TO CEILING HGT.
(REMAINDER OF BUILDING)
COLOR:
3/4" T&GPLYWOOD(APARATED)
INSULATION: EXISTING
1/4" : 12" ROOF SLOPE (COMPLEX) 1/4" : 12" ROOF SLOPE (COMPLEX) TRIM: STANDARD PLASTIC F.R.P. TRIM. (RESTROOMS ONLY BTMCLDS: REINFORCEDPLASTICBOTTOM
BOARDWEATHER/RODENTBARRIER
60'-0" COLOR: TO MATCH WALL COVERING.
VINYL COVERED TRIM. (REMAINDER OF BUILDING) EXTERIORWALLS:
2" x 4" HF#2 ORBETTER
16" O.C. (EXISTING)
22'-14 1 " 8'-03 4 " 8'-03 4 " 21'-94 1 "
COLOR: TO MATCH WALL COVERING. STUDS:
6'-421" 15'-83 4 " 14'-33 4 " 7'-521" CEILING: 1. 2 x 4 SUSPENDED CEILING w/ HD PRELUDE XL CEILING, 7'-10" A.F.F. (ROOM TO ROOM) 755B or EQUAL
COLOR: WHITE
SPACING:
BALLOON:
FLAT:
@ SIDEWALLS
ENDWALLS
COLD
WATER
P.O.C
TOPPLATE: DBL 2x TOPPLATEHF#2 ORBETTER
A
A-3.0 DOORSCHEDULE INSULATION: R13-UNFACED(EXISTING)
SIDING: (EXISTING)
8" O.C.
1 TYP 1
DOOR JAMB WALL HRD FIN ROUGH
OPENING
1 2
3 1
2 3
GROOVES:SYM SIZE THK QTY REMARKS
WASTE P.O.C
PANEL (A)
MATLTYPEMATLTYPE THICK GRP GRP SPECIAL NOTES:
SIDINGTOOVERLAPRIMJOIST@MIN. 1 1/2"ALUM 4 1/2" 37 1/2"
37 1/2"
x
x
81 1/4"
81 1/4"
10"x10 VIEW
LITE KITR.R.
(60SQ/FT)
103
A
B
3068
3068
1 1
3/4" 18ga HM MILL ACTIVE
20ga TIMELY
1 2
1 2
2 2
INTERIORWALLS:R.R. H D C P
(60SQ/FT)
D O O S I R G N H S D C P18" 18" 3/8" WOOD HC 4 1/2" STUDS: 2" x 4" HFSTUDGRDORBETTER21'-8" 20'-0" CLR CLR SPACING:
FULL HT:
FLAT:
16" O.C.
101
1"
18"
CLR
18" HARDWAREGROUP: FINISHGROUP:
N/A
CLR 1" NOTE: DOORHANDLESTOBEHANDICAPACCESSIBLE
HEAVYDUTYCOMMERCIALGRADE PASSAGELEVERSET
STANDARDDUTYGRADE SINGLECYLINDERDEADBOLT
CLOSER, DRIPCAP, WEATHERSTRIPPINGTHRESHOLD,
DOORSWEEP, (1) NRPHINGES, (2) STDHINGES.
1. VINYLLAMINATE:
ALL WALLS7'-94 7'-94 1.
3. 2 EXT. DOORCOLOR:
INT. DOORCOLOR:
EXT. JAMBCOLOR:
INT. JAMBCOLOR:
.
.
.
HVAC MODULE ( 1 ) 2 TOPPLATE: DBL 2x, SGL ASNEEDEDHFSTUDGRD T
. INSULATION: EXISTING
ROOF:STD. COMMERCIAL-GRADE2 PRIVACYLEVERSET,
(2) STD. HINGES,WALLMOUNTEDDOORSTOP.
2. PREFINISHEDWOODGRAIN:
DOORCOLOR:
JAMBCOLOR:
(2) 2"x4" WOOD POST
ON EACH SIDE OF MODLINE
(2) LOCATIONS.
WALNUT
BROWNTONE
ROOFCVR: .045 EPDM(UL-R13850) (EXISITNG)B B
R.R.
SIGNAGE
R.R.
SIGNAGE
(BY OTHERS) (BY OTHERS)
COLOR: EXISTING
RAFTER: 2" x 6" HF#2 (EXISTING)
CLASSROOM
(618SQ/FT)
100
CLASSROOM
(600SQ/FT)
102
B6 WINDOWSCHEDULE ROOFSLOPE: 1/4":12" (COMPLEX)
SPACING: 24" O.C.
B
A-3.0
SYM
1 SIZE WINDOW
TYPE FRAME GLASS QTY ROUGHOPENING REMARKS SHEATHING: 1/2" OSB(EXISTING) C
A-3.0(1) 4"x4" WOOD POST
ON EACH SIDE OF MODLINE
(1) LOCATION.
PANEL (B)
VERTICLE
SLIDER
WHITE
VINYL
DUAL GLAZE
LOW-E
INSULATION R30-UNFACED(EXISTING)
25" x 53" 6 25" x 53" RIDEGEBEAM(PLYWOOD):
WINDOWHEADERHEIGHT MISCELLANEOUS LOAD: 20 lb
CENTERHT: 22 1/2"
T
EXTERIOR WINDOW: 81 1/4"
HEEL HT:
LAYERS:
15"
4" THICKNESS
HVAC MODULE ( 2 )
(2) 2x4 HF#2 ORBETTERPOSTSIZE:
TOPOFCHASSISTOBOTTOMOFTRUSS: 9'-7"
29'-83 4 " 28'-03 4 "
A A
1 1 1 1
B
A
6'-14 1 " 12'-84 1 " 9'-121" 8'-1021" 7'-921"
2'-3" 2'-1" 11'-1"
C D
30'-2" 29'-10"
A B
FLOORPLAN
SCALE:14" = 1'-0"
PROJECT ORTH NOTE:
DIMENSIONS DO NOT INCLUDE WALL COVERING.
ALL DIMENSIONS ARE FROM RAW STUD TO
RAW STUD UNLESS OTHERWISE NOTED (CLEAR).
DATE:
07/ 20/ 2025
SCALE:
1/4" =1'-0"
DRAWN BY:
A.F.
SERIAL #
MDS-078084-85
SHEETNUMBER:
A-1.0
NOTE: SLACK, HANGER WIRES SECURED AT
TWO ALTERNATE CORNERS OF
FIXTURE. (SIMILAR SUPPORT
REQUIRED AT CEILING HVAC
REGISTERS)
REFLECTEDCEILINGNOTES
1. 2.
3. 12GA. (MIN.) HANGER WIRES MAY BE USED FOR UP TO 4'-0" X 4'-0" GRID SPACING, ALONG MAIN RUNNER. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES UNLESS SPECIFICALLY APPROVED.HATCHING DENOTES SHIP LOOSE T-GRID & TILES FOR SITE INSTALLATION BY OTHERS PROVIDE 12GA. HANGER WIRES WITHIN 8" OF ENDS OF ALL MAIN& CROSS RUNNERS OR AT 1/4 THE LENGTH OF THE END TEE, WHICHEVER IS LESS AT CEILING AREA PERIMETER.
PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAINTAIN HANGER SPACING. PROVIDE ADDITIONAL
HANGERS, STRUTS OR BRACES AS REQUIRED AT THE CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 : 6 PLUMB ARE TO HAVE COUNTER BRACED WIRES.
4. 5.
CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN
WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2" FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE 2 ADJACENT
OF THE MAIN AND CROSS RUNNERS SHOULD BE FREE
CLEARANCE TO THE WALL.
& A MIN. OF 1/2"
A B AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS
ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION
BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL
NOTE: T-GRIDCEILINGTOBEOVERTHEWALL SPREADING.A METAL STRUT OR A 16GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNERS MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNERS IS 12" OR LESS, THIS INTERLOCK IS NOT REQ'D.
6. PROVIDE SETS OF (4) #12 GA. SPLAYED WIRES ORIENTED 90 DEGREE FROM EA. OTHER AT THE FOLLOWING SPACING:14'-0"
COMMON T-GRID DIMENSION
(A) PLACE
MORE THAN 12'-0"
A SET OF SPLAY WIRES AT A SPACING NOT
12"-0" ON CENTER.4'-0" X
(B) PROVIDE SPLAY WIRES AT LOCATIONS NOT MORE THAN 1/2 THE ABOVE SPACING FROM EA. PERIMETER WALL OR AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE SLOPE PLANE OF THE CEILING AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT. SPLICE IN BRACING WIRES ARE NOT PERMITTED WITHOUT SPECIAL APPROVAL.
TYPICAL RECESSED LIGHT FIXTURE
MECHANICALLY ATTACHED TO CEILING
GRID W/10 GA SHEET METAL SCREWS
OR APPROVED CLIP AT EACH ENDS OF
FIXTURE.
1 1
2 3
7. FASTEN HANGER WIRES WITH NOT LESS THAN
WIRES WITH TIGHT TURNS. MAKE ALL TIGHT TURNS WITH
HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE
INSTALLED IN SUCH MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS 3 TIGHT TURNS. FASTEN SPLAY
A5 A5 4 A DISTANCE OF 3".PANEL (A)
LIGHTFIXTUREATTACHMENT
DETAILD
A
CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCE ACTING ON THE WIRE.
8. 9.
SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6" FROM ALL UNBRACED DUCTS, PIPES, CONDUITS, ETC., IT IS ACCEPTABLE TO ATTACH
LIGHT-WEIGHT ITEMS, SUCH AS SINGLE ELECTRIC CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO HANGER WIRES USING ACCEPTABLE CONNECTORS.
HVAC MODULE ( 1 )
B7 A5 A5 B5 VERTICAL BRACE-1/2" STEEL
CONDUIT AT SPLAY WIRE
LOCATIONS (12"O.C.). CRIMP
ENDS OF BRACE AND ATTACH TO
RAFTER WITH (2) 6d BOX NAILS,
ATTACHED OTHER END TO MAIN
RUNNER, NEAR INTERSECTION,
WITH #10 SHEET METAL SCREW.
T PURLIN/RAFTER
S S
ATTACH ALL LIGHT FIXTURES AND AIR TERMINALS TO THE CEILING GRID
RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES.
10. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56LBS. MAY BE SUPPORTED DIRECTLY ON HEAVY DUTY GRID SYSTEM HOWEVER, IN ADDITION, THEY MUST HAVE MIN. OF (2) #12GA. SLACK SAFETY WIRES ATTACHED AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4'-0" 4'-0" LIGHT FIXTURES A
B7 B7 B5 B5 A
B6
2 X
MUST HAVE SLACK SAFETY WIRES AT EACH CORNERS.
11. CLASSIFICATION OF CEILING GRID: CLASSIFICATION OF CEILING GRID IS HEAVY DUTY" PER ASTM C635.
"
PANEL (B)
APA ROOF SHEATHING
VERTICAL BRACE
OCCURS AT SPLAY WIRE
LOCATIONSB7 B7 T B5 B5 1/4" DIA EYED LAG
SCREW 3-1/2" LONGX
WITH 1-1/4" MINIMUM RAFTER
/ PURLIN
PENETRATION
HVAC MODULE ( 2 )
B7 B7 B7 B5 B5 1/4" DIA EYED LAG SCREW X
3-1/2" LONG WITH 1-1/4" MINIMUM
PENETRATION
12ga HANGER WIRE
w/ (4) TIGHT TURNSSSS SSS E VERTICALRIGIDSUPPORTDETAIL3 WITHIN 3"
MAX (TYP)
@ 48" O.C. MINIMUM 12 GA. HANGER
WIRE W/4 TIGHT
B7 B5 WRAPS WITH IN 1-1/2"
AT 4'-0" O.C. MAX
B
HANGERWIRETORAFTERDETAIL
&ALTERNATE
C D
ANO SCREWS REQ'D WHEN
SECURING CLIP TO WALL
REFLECTED CEILING PLANA
STAPLE LOCATIONS
(3) GA 1/1/2"
ROOF SHEATING
BERC2 CLIPS 9 XA SCALE: 1/4"=1'-0" B WALL ANGLE
HANGER WIRE
MAIN RUNNER OR
CROSS TEE
LOOSE FASTENER DO NOT ALLOW
HANGER WIRE TO
PULL ON STAPLES INCORRECT
3/4" RAFTER / PURLIN
CORRECT
NOTE: NO STABILIZER BARS REQ'D WITH CLIP
F FREE SIDE WITH 7/8" ANGLE ALTERNATEHANGERWIRETO
RAFTERDETAILB
MINIMUM 12 GA VERTICAL
HANGER WIRE AT 4'-0" EA.
WAY W/A MIN. OF TIGHT
12GA HANGER WIRE TO
WALL OR BEAM WHERE
NO RAFTER ABOVE
OCCURS.
3 12 SPLAY WIRES AT
12'-0" O.C. MAX
WRAPS IN 1-1/2" BOTH
ENDS OF WIRE TYPICAL.MAX SLOPE
(HORIZONTAL) TO
(VERTICAL)
1 8" MAX OR6
1/4 LENGTH OF
END RUNNER
WHICHEVER IS LESS
ALTERNATE
TOP PLATE
1 (MAX)
6 WALL ANGLE
COUNTER SLOPE WIRE
WHERE HANGER WIRES
ARE MORE (HORIZONTAL)
DATE:
07 / 20 / 202545Ø MAX
1 HANGER WIRE
45Ø MAX
INSULATION PER PLAN
FASTENER
TO 6 (VERTICAL) OUT OF
PLUM
SCALE:
1/4" =1'-0"
DRAWN BY:POP RIVET MAIN RUNNER
FIRE BLOCKING AT
CEILING LEVEL
(IF REQ'D).
SEE NOTE ON
REFLECTED
CROSS RUNNER A.F.
SERIAL #
MDS-078084-85
MAIN RUNNER OR
CROSS TEE
USE #12 GAGE HANGERS ATTACHED TO T-GRIDVERTICAL, RIGID BRACING REQUIRED
FOR ATTACHMENT
MEMBERS WITHIN 3" OF EACH CORNER OF EACH AT SPLAY WIRE LOCATIONS, SEE DETAILD FIXTURE. TENDEM FIXTURES MAY UTILIZED
COMMON WIRES. (HEAVY DUTY SPLAY WIRE
SYSTEM)
CEILING PLANS
MAIN RUNNER
OR CROSS TEE
VERTICAL BRACING NOT SHOWN FOR CLARITY SHEETNUMBER:
LOCATE HANGER WIRE 8" FROM EXTERIOR WALL
AT TERMINAL ENDS OF ALL MAIN AND CROSS
RUNNERS.
7/8" ANGLE WITH 1/8" DIA
POP RIVET TO EACH T-BAR
A-2.0H FREE SIDE w/ 7/8" ANGLE G FIXEDSIDEWITH7/8" ANGLE C HANGER/ SPLAYWIREDETAIL
SEE SIDEWALL
FRAMING ELEV)
A B BOTTOM PLATE (SEE
SIDEWALL FRAMING ELEV)
ROOFSHEATHINGEDGENAILING 12" 12"
2x4 UNGRADED
LEDGER. FASTEN w/
14" 14" (3) 16d NAILS
@ EA. JOIST
FLOOR
SHEATHING
(3) 16dNAILSEA. RAFTER
(TYP)
BEAD OF CAULKING
2 ROWS OF 16d@
ROOFSHEATHING 12" oc
16dBOXNAILS@ FLOOR
JOIST16" ocMAXSPACING BOTTOM CLOSURE
BOTTOM TRIM MATERIAL (FSR 25)FINISHED
CEILING
SHEARWALL
EDGE NAILING
2x4UNGRADED
BRACE 8'-0" oc
MAXw/ (2) 16d
NAILSEA. END
(TYP)
@ 3/8"
SCREW
OUTRIGGER (TYP)
x 3" LAG
@ EA.
2x4x12 BLOCK w/
(2) 16d EA. END
BOTTOM CLOSURE
STAPLE @ 6" oc OUTRIGGER CHASSIS
(TYP) MAIN RAIL5/8"~M.B. AT
36"ocMAX
(TYP)
FINISHED
FLOOR
SCALE: N.T.S.
TOP OF
CHASSIS A FLOORFRAMINGSECTION
BUILT-UP PLYWOOD
ROOF BEAM 4" FACTORY
STANDARD TRIM
SCALE: N.T.S. ASSUMED
GRADE
ASSUMED
GRADE
3" WIDE PLYWOOD
CLOSURE STRIP
(5/8" MIN. PLYWOOD)
11/2" 11/2"
8d NAILS
6" oc EA. SIDE
@
C ROOF TO ROOF MATE-UP ELEVATION "A"
SCALE: 1/4"=1'-0"
SHEATHING EDGE
NAILING (EN)
EXT. SHEATHING
B A(EN)
12" 12"
14" 14" TRANSVERSE
FLOOR SYSTEM4"x7/16" FACTORY
STD TRIM (TYP)
2x4 ENDWOODSTUDSFASTEN
@8" oc
EXT. WALL
6"x7/16" FACTORY
STD TRIM (TYP)
(2) 2x RIM JOISTS EA. SIDE OF
MODULE LINE. FASTEN TOGETHER
w/ ROWS OF 16d NAILS
STUDS
16" oc
@
2 (STAGGERED). FASTEN TO EA.
FLOOR JOIST w/ (3) 16d NAILS.SCALE: N.T.S.
MOD-LINEFLOORCONNECTION
B
(OUTRIGGERCHASSIS)
D WALL TO WALL MATE-UP BODY
4"x7/16" FACTORY
STD TRIM (TYP)
FINISHED
FLOOR 8"x7/16" FACTORY
STD TRIM (TYP)
ASSUMED
GRADE
ASSUMED
GRADE
ELEVATION "B"
SCALE: 1/4"=1'-0"
3 2 1 3 2 1
8"x7/16" FACTORY
STANDARD TRIM
SHIPPED LOOSE (TYP)
E
-
D
-
4'-0" 4"x7/16" FACTORY
STANDARD TRIM
SHIPPED LOOSE (TYP)
4'-0" SHIPPED LOOSE
SHIPPED LOOSE
8"x7/16" FACTORY
STANDARD TRIM
FINISHED
CEILING
BODY
4"x7/16" FACTORY
STANDARD TRIM
TOP OF
CHASSIS
8"x7/16" FACTORY
STANDARD TRIM 8"x7/16" FACTORY
STANDARD TRIM
SHIPPED LOOSE (TYP)
4'-0"
4'-0" SHIPPED LOOSE
SHIPPED LOOSE
ASSUMED
GRADE
ASSUMED
GRADE
ELEVATION "C" ELEVATION "D"
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"
A B
12" 2x6 RAFTERS
@ 24"o.c.
12"1/2" DECKING 14"
14"
RIDGE BEAM
WOOD POST FINISHED CEILING
2x4 EXT. WALL DATE:
07/ 20/ 2025
4x4 POST
SCALE:
1/4" =1'-0"(EXTERIOR BUILDING) PAINT SCHEDULE2x4 EXT. WALL 2x8 FLOOR FRAMING
@ 16"o.c.3/4" DECKING
10" MAIN RAIL
DRAWN BY:
A.F.B BODY/HOOD:
VERTICAL CORNER TRIM:
VERTICAL MODLINE TRIM:
Z-BAR TRIM:
SERIAL #
MDS-078084-85C D END MEMBER TO
MATCH MAIN RAIL
AXLES (SEE CONSTRUCTION
NOTES FOR QTY OF AXLES)
ASSUMED GRADE
SHEETNUMBER:
A-3.0
BUILDING CROSS SECTION
EXTERIOR WINDOW/DOOR TRIM:
TOP/BOTTOM HORIZ. TRIM:
A
SCALE: 1/4"=1'-0" GUTTER/DOWNSPOUTS:
CAULKING:
N/A
FACTORY STANDARD
ELECTRICAL SCHEDULE
S Y M B O L D E S C R I P T I O NC L R Q T Y R E M A R K S 125 AMP 1 PHASE 120/240 w/ 125 AMP MAIN
PANEL INSTALLED 3'-2" A.F.F. TO TOP OF PANEL, U.N.O.
INTERIOR FLUSH MOUNTED
N/A
WHITE
WHITE
N/A
2 11
2 DUPLEX RECEPTACLE w/COVER
PLATE @ 18" A.F.F. U.N.O.
(NO BRAND SPECIFIED)
GFCI GROUND FAULT CIRCUIT INTERRUPT
RCPT. w/COVER PLATE
(NO BRAND SPECIFIED)
@ 44" A.F.F. UNO.
GFCI DUPLEX RCPT w/ WEATHER PROOF J-BOX
& COVER PLATE, INSTALLED PER CODE. U.N.O. 1 (w/ WEATHER PROOF WHILE IN USE COVER PLATE.)
A B
(NO BRAND SPECIFIED)
(3) SINGLE POLE SWITCH w/COVER PLATE
S @ 48" A.F.F. TO TOP OF J-BOX. U.N.O. WHITE
WHITE
N/A
2 (NO BRAND SPECIFIED)
(2) SINGLE POLE SWITCHES w/COVER
SSS PLATE @ 48" A.F.F. TO TOP OF J-BOX. U.N.O. 2 A/B SWITCHING (NO BRAND SPECIFIED)
2x4- LED RECESSED TROFFER LUMINAIRE LIGHT
FIXTURE, 6000L, DIM10, 40K, 64WATTS
(NO BRAND SPECIFIED)
17 2
WALLPACK PORCH LIGHT w/
@ 84" A.F.F. N/A
BRAND: NO BRAND SPECIFIED
100 CFM EXHAUST FAN
N/A 2
1 2
3 1
2 3
(NO BRAND SPECIFIED)
A10 A9 A5 A5 A7
WH
A10
A8 A8 T
THERMOSTAT@ 48" A.F.F. TO TOP OF J-BOX
N/A 2A8 A8 WH PANEL (A)
GFCI
44" AFF
GFCI
44" AFF
SEE SHEET M1 FOR BRAND
HARD WIRED J-BOX
FOR WATER HEATER w/COVER PLATE N/A 2INSTALLED PER CODE
(NO BRAND SPECIFIED)
RACEWAY MC CABLE w/ #12 WIRE (EXISTING)
A8 HVAC MODULE ( 1 ) 1. ALL MEASUREMENTS FOR DEVICES WHICH REQUIRE A HEIGHT ARE TO THE CENTER OF DEVICE UNLESS NOTED OTHERWISE.A8
T 2. ALL EXTERIOR ELECTRICAL DEVICES TO BE WEATHERPROOF.
S44" AFF 44" AFFS
3. FIRE ALARM SYSTEM PROVIDED AND INSTALLED ON SITE BY OTHERS. (WHEN APPLICABLE).
4. ANY RECEPT WITHIN 6'-0" OF ANY WET AREA PLUMBING FIXTURES MUST BE G.F.C.I. PROTECTED.
B6
PANEL (B)
T
B6
B6 HVAC MODULE ( 2 ) ELECTRICALPANELSCHEDULE "A" ELECTRICALPANELSCHEDULE "B" BUSS: 125a
MAIN: 125a
SPACES: 12 VOLTS: 120/240 PHASE: SINGLE
THREEWIRE
WATTS
LOCATION: EXTERIOR BUSS: 125a SPACES: 12 VOLTS: 120/240 PHASE: SINGLE
THREEWIRE
WATTS
LOCATION: EXTERIOR
FEED: BOTTOMFEED MOUNTING: SURFACE MAIN: 125a FEED: BOTTOMFEED MOUNTING: SURFACE
WATTS A B WATTS A B
LOADDESCRIPTION LOADDESCRIPTION LOADDESCRIPTION LOADDESCRIPTION AØ BØ A Ø BØ AØ BØ A Ø BØ
*
5,280 60 #6
#6
20 #12
1 3
2 4
6 8
125
2 3 w . / 0 0 T 5 O N . W H . . P
K
HEATSTRIP *
5,280 60 #6
#6
20 #12
1 3
5 7
9 2
4 125
2 B6 B6 B6 3.0TONH.P
w/ 05K.W.
HEATSTRIP
MIANBREAKER MIANBREAKER
SSS SSS *
5,280 2
*
*
*
5,280 2
(2) GENLITES
(2) EXH. FANS
WATER *
(1) EXTERIORWP
GFCI RECEPT
(6) RECEPTS
(7) GENLITES
(1) EXT. LITE
(8) GENLITES
(1) EXT. LITE
SPACE
(5) RECEPTS
SPACE
260 5 #12 20 500
#12 20
730 6 #12 20 900
B7 B5 1,500 20 #12
20 #12
7 1,080 830 20 #12
#6
8HEATER
WATER
HEATER
(2) GFCI RECEPTS
SPACE
SPACEB
A
1,500 9 10 #12 20 360
12 10
12SPACE SPACE SPACE11 #6 11
C D "A" WATTS- 7,900w "B" WATTS
TOTALAMPS: 76.04
- 7,860w "A" WATTS- 6,910w "B" WATTS- 6,110w
LCL = 2,489 w + 15,760 w = 18,249 w TOTALWATTS: 18,249w4 240 A LCL 2,788= w + 13,020 w = 15,808 w TOTALWATTS: 15,808w4 240 TOTALAMPS: 65.87A
ELECTRICAL PLAN
A BSCALE: 1/4"=1'-0"
GROUND CONDUCTOR
GROUND BUS
ELECTRICAL PANEL
24" MAX.
DATE:
07/ 20/ 2025
GROUND CONDUCTOR.
DEVICE BOX CL
ELECTRICAL DEVICE FASTENED TO BUILDING CHASSIS FRAME SCALE:
F.F. F.F. F.F. 1/4" =1'-0"
GROUND WIRE(S) FROM BUILDING AND
GROUND ROD(S) TO BE SUPPLIED AND
INSTALLED ON BY OTHERS.
DRAWN BY:
A.F.
OVER ELECTRICAL
MOUNTING HEIGHTS
FIRE ALARM
MOUNTING HEIGHTSOBSTRUCTION
SERIAL #
MDS-078084-85
PROVIDE MIN 30"x48" CLEAR FLOOR
SPACE FOR PERPENDICULAR
APPROACH AT EACH LOCATION. SHEETNUMBER:
SCALE: 12" = 1'-0" SCALE: 12" = 1'-0"
E-1.0B ELECTRICAL GROUNDDETAIL A ACCESSIBLE HEIGHTS
PENETRATIONSTHROUGHFULLHEIGHTWALLS(REQUIRED) SIZESFORFLEXDUCT MECHANICALSCHEDULE 14" FLEXPENETRATIONSTHROUGHFULLHEIGHTWALLREQUIRE17"X17" 12" FLEXPENETRATIONSTHROUGHFULLHEIGHTWALLREQUIRE15"X15" 10" FLEXPENETRATIONSTHROUGHFULLHEIGHTWALLREQUIRE13"X13" 9" FLEXPENETRATIONSTHROUGHFULLHEIGHTWALLREQUIRE12"X12"
8" FLEXPENETRATIONSTHROUGHFULLHEIGHTWALLREQUIRE11"X11"
7" FLEXPENETRATIONSTHROUGHFULLHEIGHTWALLREQUIRE10"X10"
6" FLEXPENETRATIONSTHROUGHFULLHEIGHTWALLREQUIRE9"X9"
17X17
SYMBOL DESCRIPTION
3.0 Ton Heat Pump, Bard, R410a, Wall Mount, W36H*-A05MP4 5KW15X15 36,000 Nom Btu Cooling Capacity- 11.1 EER
33,000 Nom Btu Heating Capacity from Compressor.- 3.3 COP 13X13
12X12
11X11
10X10
9X9
HVAC Additional 17,065 Nom Btu Heating from Heat Strip @ 240V MCA 53, MOCP 60, Min. Wire Size #6
@ .3 Esp, Unit Weight 480 lbs.1230 CFM
230 Volt, 60 Cycle, Single Phase
THERMOSTAT,BRAEBURN,2000NC,
T MANUAL-CHANGEOVER,DIGITAL-PROGRAMMABLE,
5+2DAY,1-HEAT-1-COOL
SUPPLY DIFFUSER-CEILING,
24 X 24, T-BAR, 4 WAY, PERFORATED FACE
A B
RETURN GRILLE-CEILING,
24 X 24, T-BAR, PERFORATED FACE
MIN. 34X10 FIBERGLASS DUCTBOARD IN WALL.
FIBERGLASS DUCT (SEE PLAN FOR SIZE)
1 2
3 1
2 3
A5 A5 SUPPLY R4.2, CLASS 1, FLEX DUCT
RETURN R4.2, CLASS 1, FLEX DUCT
PANEL (A)
HVAC MODULE ( 1 )
T
B6
PANEL (B)
T
HVAC MODULE ( 2 )
B
A
C D
MECHANICAL PLAN
SCALE: 1/4"=1'-0"
A B
NOTE:
SIMPSON LSTA24 STRAP CAN BE
SIMPSON LSTA24
STRAP w/ 16d FROM
HEADER TO BLOCK
SUBSTITUTED BY
STRAP w/ 16d NAILS
BLOCK SIDE SHOULD BE 12" LONG MIN.
1 12"
@
x 24" x 20ga BLOCK THE FIRST BAY
ADJACENT TO THE3" O.C. STRAP@
OPENING@ EA SIDE @
TYP. @ 8 LOCATIONS HEADER &SILL LEVEL
ALONG LINE2
DATE:
OPENING
07/ 20/ 2025WIDTH VARIES
SCALE:
1/4" =1'-0"
DRAWN BY:
A.F.KINGSTUD PROVIDE
SHEARWALL
E.N. @SILL
PROVIDE
SHEARWALLE.N.
@EA. BLOCK
TYP
M D S
S
-
E
0 R
7 IA
8 L
0 #
84-
85 PROVIDE
SHEARWALLE.N.
@KINGSTUD
SHEETNUMBER:
SCALE: 12" = 1'-0"
M-1.0C STRAPPING@WALL AC DUCT OPENING
NOTE: CLEARKNEESPACESHALL HAVENO
SHARPORABRASIVESURFACES/EDGES.
18" MIN TO FACE OF SOAP DISPENSER
(PER PLAN)
DUAL SIDED, MULTI-ROLL
TOILET TISSUE DISPENSER
(PER PLAN)
WALL WHERE OCCURS MIRROR
(PER PLAN)
HAND DRYER
4" MAX PROJECTIONFINISHFACEOFWALL
MULTI-ROLL TOILET TISSUE
DISPENSER (PER PLAN)
3" MAX PROJECTION
24" MIN. CLR AT
EXTERIOR DOORS
17" MIN
27" MAX
TOILET
MAX. HEIGHT
ABOVEFINISH
FLOOROF
SEAT-COVER
DISPENSER (PER
PLAN)
PAPER TOWEL DISPENSER
(PER PLAN)PULL SIDE . FAUCET: SEENOTE
INSULATE18" MIN. CLR AT ALL USER & SANITARY NAPKIN
DISPOSAL (PER PLAN)
3" MAX PROJECTION
. INTERIOR DOORS OPERABLE PROTECTPLUMBING
LINES, TYP.
SEENOTE
NAPKIN-TAMPON VENDOR
(PER PLAN)PARTSAND/OR
CONTROLSOF
8"
DISPENSER
FAUCET
/ MIN CLEARKNEESPACE
(SHOWNHATCHED)
30" F.F.
MIN 11" 6"
DIM TAKEN FROM
PUSHSIDE PROVIDETHISADDITIONAL SPACE
OFDOORISEQUIPPEDWITHBOTH
A. PLAN
MIN MAX
B. SIDEELEVATION BOTTOM OF
REFLECTING
SURFACE
10" 10" 10" - 24"
A LATCHANDA CLOSER. MAX MAX MAX NOTE:
2022 CBC§11B-404.2.4.1 1. CONTROLSFORFAUCETSSHALL BESINGLELEVERCONTROLLEDTOCOMPLY WITHCBC2022 §11B-309. HANDOPERATEDMETERINGFAUCETSSHALL REMAIN OPENFOR10 SECONDSMIN.
FINISHED FLOOR
MOUNTINGHEIGHTSSHOWNARETYPICALUNLESSNOTEDOTHERWISE
2. WATERSUPPLYANDDRAINPIPESUNDERLAVATORIESSHALL BEINSULATEDOR OTHERWISECONFIGUREDTOPROTECTAGAINSTCONTACT. THERESHALL BENO SHARPORABRASIVESURFACESUNDERLAVATORIESANDSINKS.12" MAXIMUM4"PROJECTIONFORALLACCESSORIES(UNO) MAX
O UNOBSTRUCTEDSIDEREACHREQ. J SIDE REACHREQ. E STANDARDACCESSIBLE LAVY A TOILET ACCESSORIES MOUNTINGHEIGHTS
SURFACE MOUNTED TOILET
SEAT COVER DISPENSER
WHERE OCCURS, TYP.
17" MIN
24" MAX
FAUCET MECHANISM SHALL BE
OPERABLE WITH ONE HAND AND
SHALL NOT REQUIRE TIGHT
PULL SIDE 20" MIN
25" MAX
GRASPING, PINCHING OR TWISTING
OF THE WRIST. MAX OPERATING
FORCE REQUIRED: 5lbs.
1 1/4" - 2" DIAM. WALL 1 1/4" - 2" DIAM. WALL
COMPARTMENT
MOUNTED GRAB BAR, TYP.
20" COMPARTMENT MOUNTED
GRAB BAR, TYP.MAX 36" MIN.
24" MIN.
54" MIN
42" MIN.
12"MIN
12"
36"
MIN
HOT WATER 1-1/2" CLR
8" AND DRAIN PIPES UNDER
ACCESSIBLE SINK'S SHALL
BE INSULATED OR OTHERWISE
COVERED. INSULATION SHALL
HAVE FLAME SPREAD INDEX 0-25;
SMOKE DEVELOPMENT INDEX 0-450
MAX 24"
MIN MIN.
SURFACE MTD NAPKIN 3"
DISPOSAL WHERE OCCURS
(4" MAX. PROJECTION FROM
FINISH FACE OF WALL)
MAX
22"
MIN
PUSHSIDE *NOTE: 48" MIN. IFDOORIS
EQUIPPEDWITHBOTH
LATCHAND CLOSER
2022 CBC§11B.404.2.4.1
35"A
A MAX CL
ACCESSIBLE CLEAR
AREA (NO SHARP OR
ABRASIVE EDGES) TP DISPENSER
7" MIN NOTE: TP DISPENSERS SHALL
NOTE:WHEREA HIGHFORWARDREACHISOVERANOBSTRUCTION, THECLEARFLOOR 9" MAX NOT BE OF A TYPE THAT
SPACESHALL EXTENDBENEATHTHEELEMENTFOR
REQUIREDREACHDEPTHOVERTHEOBSTRUCTION.
A DISTANCENOTLESSTHANTHE CABINET BEYOND CONTROLS DELIVERY OR THAT
DOES NOT ALLOW CONTINUOUS
PAPER FLOW6"
MAX 48" MIN. (2022 CBC §11B-604.7.1) 17" MIN
18" MAXTO FACE OF WALL
P UNOBSTRUCTEDFORWARDREACH K FORWARDREACHREQ. F ACCESSIBLE SINK CAB. (OPTION)B TOILET FIXTURES TANK TYPE MOUNTINGHEIGHT NOTE:
AT LEAST ONE URINAL IN EACH MEN'S WASHROOM WHERE SCHEDULED SHALL BE MOUNTED FOR BARRIER-FREE ACCESSIBILITY SUCH THAT THE ELONGATED RIM IS MAXIMUM OF 17" MAX. ABOVE THE FINISH FLOOR. ANY ADDITIONAL URINALS IN THE SAME WASHROOM SHALL BE MOUNTED SO THAT THE RIM IS 24" ABOVE FINISH FLOOR.
A
1/2" W.R. GYP. BD.
PULL SIDE WALL FINISH
WALL MOUNTED
URINAL PARTITION
WHERE OCCURS,
TYP.
FOF WALL MOUNTED URINAL
PARTITION WHERE OCCURS,
TYP.
4x BLK'G
(2) 2x4 OPTIONAL
36" MIN 2'-9"
MIN
2'-9"
MIN
COVER PLATE
13 1/2" MIN
24" MAX
HDCP 13 1/2" MIN
24" MAX1-1/4" TO 1-1/2"
NOMINAL DIA. GRAB
BAR PER FIG. 11B-1C
FLUSH VALVE HANDLES
OR BUTTON CONTROLSFLUSH VALVE HANDLES
OR BUTTON CONTROLS
SHALL BE OPERABLE WITH ONE
HAND AND SHALL NOT REQUIRE
TIGHT GRASPING, PINCHING, OR
TWISTING. THE FORCE
REQUIRED TO ACTIVATE
CONTROLS SHALL BE NO
GREATER THAN 5 LBF.
SHALL BE OPERABLE WITH
ONE HAND AND SHALL
NOT REQUIRE TIGHT GRASPING,
PINCHING, OR TWISTING. THE
FORCE REQUIRED TO ACTIVATE
CONTROLS SHALL BE NO
24"
PUSHSIDE
MIN
(2) #12 x 2" W.S. 8" GREATER THAN 5 LBF.1-1/2" MIN
30" MIN. CLR
A34 CLIPS ATTACH
TO STUD BLOCKING
W/ 4-8d. USE MIN. OF
PER BLOCK
CLEAR FLOOR AREA
REQUIRED IN FRONT OF
URINAL (SHOWN HATCHED)
(36" MIN CLR. IN
PARTITION DEPTH
MORE THAN 24")
&
(A) SINGLESPACE (B) TWOSPACES 4
13 1/2"
MIN ACCESSIBLEURINAL
13 1/2"
MIN STANDARDURINAL
S DOORCLEARANCES Q WIDTH OF WHEELCHAIRSPACESL
M
N
GRAB BARCONNECTIONDETAILG C URINAL MOUNTINGHEIGHTS
THEDIVISIONOFTHESTATEARCHITECT, OFFICEOFREGULATIONSERVICESACCEPTSTHEFOLLOWING DIMENSIONSASADEQUATELYSERVINGTHENEEDSOFCHILDRENINPROJECTSUNDERTHEIRJURISDICTION.
THESEDIMENSIONSAREBASEDONCBCTABLE11B-604.9SUGGESTEDDIMENSIONSFORSERVINGCHILDREN AGES3TO12.
15" MIN
5" MAXPERPENDICULARWALL
WHEREOCCURS,
SHOWNDASHED, TYP
STUD WALL .48" COMPRESSEDCARPET
1/4" MAXBELLOW
THRESHOLD
.
.
BUBBLER
MIN 1/2" BALL VALVE FRONTEDGEOFFOUNTAIN
ACCESSIBLE"LO"
FOUNTAIN
℄
HANDLE
REF: 2022 CBC
§11B-404.2.6
TRAP PRIMER
SECURE TO STUDS "HI" FOUNTAIN
FINFL 6" MAX
TO HANDLE
38"- 43" TO
BUBBLER ACCESSIBILITY
DIMENSIONS
11B-604.9SUGGESTEDDIMS
A. LEVER FINFL MAXIMUMCARPETPILEHEIGHT
SHALL BE1/2".
UNION
CW PIPE
ON WALL
.
6" MAX
TOE
8" MIN KNEE SPACE
11" MIN
CENTERLINEAT
"HI" FOUNTAIN
AGES
THROUGH12
AGES
THROUGH
AGESA: DOORINSERIES . ADULTREF: 2022 CBC§11B-404.2.7 3/8" CW 9 5 8 3 AND4. 48" *NOTE: PROVIDETHIS
ADDITIONAL SPACEIF
DOORISEQUIPPEDWITH
SPOUT HEIGHT
CLEARANCE KNEE
CLEARANCE DIAGRAM
&
18" MIN
19" MAX ℄
℄
TOILET CENTERING FROM WALL
TOILETSEATHEIGHT(DIMTOTOPOFSEAT)
GRAB BAR HEIGHT (TO TOP)
17"
17"
33"
7"
-
-
-
-
18"
19"
36"
9"
15"
15"
25"
7"
-
-
-
-
18"
17"
27"
9"
12"
12"
20"
7"
-
-
-
-
15"
15"
25"
9"
12"FIN FLOOR SEALMIN 48"
BOTHA LATCH& A FD MIN 11"
18"
7"
-
-
-
12"
20"
9"
CLOSER 18"
MIN
REF: 2022 CBC
§11B-211,
§11B-306, §307,
§308, §11B-602,
2 1 TOILET PAPER IN FRONT OF TOILET
NAPKIN DISPOSAL IN FRONT OF TOILET
MIRROR HEIGHT (TO BOTTOM OF GLASS)
DISPENSER HEIGHT
12" MAX.
40" MAX.
19" MIN.
34" MAX.
27" MIN.
17" MAX.
44" MAX.
36" MAX.
27" MIN.
12" MAX.
40" MAX.
N/A N/A
32" MAX.
TP
3/8"
& FIGURE
§11B-602.5
&§602.9
B. LEVER B: BOTHDOORSOPENOUT BEVELEDCHANGEINLEVEL VERTICAL CHANGEINLEVEL 36" MAX.
HANDACTIVATEDDOOR
HARDWARE
TWOHINGEDDOORSINSERIESFORDOORSERVING
OTHERTHAN REQEXITSTAIRWAY
3/8"
A PLAN: ALCOVEINSTALLATION ISOMETRIC: ALCOVEINSTALLATION 17"- 19" 14" - 17" 14"
LAVATORY/SINK TOP HEIGHT
LAVATORY/SINK KNEE CLEARANCE
URINAL LIP HEIGHT
31" MAX.
24" MIN.
17" MAX.
44" MAX.
30" MAX.
31" MAX.
24" MIN.
15" MAX
37" MAX.
30" MAX.
24" MAX.
T VESTIBULE & DOORHARDWARER THRESHOLDDETAILS TRAP PRIMERTOFLOORDRAIN H ACCESSIBLE DRINKINGFOUNTAIN SIDE APPROACH 13" MIN.
ADJ. WALLWHEREOCCURS
CL
FIREALARMSTROBE URINAL FLUSH HANDLE HEIGHT 32" MAX.
12"
DRINKING FOUNTAIN BUBBLER HT. (LOW)
DRINKING FOUNTAIN KNEE CLEARANCE
RAMP/STAIR HANDRAIL HEIGHT (TO TOP)
30" MAX.MIN
CLR SIDE APPROACH
34" 38"
SIDE APPROACH
34" 38"
SIDE APPROACH
+4' A.F.F. CL
+40" A.F.F.
CL FIREALARMPULL
ORTHERMOSTAT
34"- 38" - - 34" - 38"
CL
DATE:
07/ 20/ 2025
SWITCHES
STANDARD ALTERNATEHEIGHT(DIMS)
DIMENSIONS ADULT AGES
THROUGH12
AGES
THROUGH
AGES
3 AND4
OCCUPANTSENSOR
SCALE:9 5 8
1/4" =1'-0"
DRAWN BY:
A.F.
TOILETCENTERINGFROMWALL/PARTITION
TOILETSEATHEIGHT/DIMTOTOPOFSEAT
TOILET CLEARANCE/FRONT
15" MIN
15"
15" MIN
15"
15" MIN
15"
15" MIN
15"F.F. ELECTRICAL&DATA
A. WALLMOUNTEDVANDAL C. WALL
MOUNTED
MIRROR
D. SURFACE
MOUNTEDHAND
E. SURFACE
MOUNTED
PAPER
F. SURFACE
MOUNTED
SOAP
G. BABY
CHANGING
STATION
H. BABY
CHANGING
SEAT
J. FIRE
EXTINGUISHEROR
FIREHOSECAB
RECEPTACLESS.E.D. 24" 24" 24" 24"
RESISTANTCOATHOOK
(4" MAX. PROJECTIONFROM
FINISHFACEOFWALL).
SERIAL #
MDS-078084-85
DRYERW/ FULLY
AUTOMATIC
SENSOR
URINAL LIP HEIGHT 24" 24" 18" 16"
TOWEL DISPENSER
ACCESSORYNOTES: DISPENSER URINAL CENTER FROM WALL/PARTITION 12" 12" 12" 12"
ALL HARDROLL PAPERTOWEL DISPENSERSSHALL BEEITHERELECTRONICAUTOMATICDISPENSERTHATCANDISPENSETOWELSW/OTOUCHINGANYCONTROLSORHAVE LEVER. THECONTROLSSHALL BEOPERABLEW/ ONEHAND SHALL NOTREQUIRETIGHTGRASPING, PINCHING, ORTWISTINGOFTHEWRIST. THEFORCEREQUIREDTOACTIVATETHECONTROLSSHALL BENOGREATERTHAN LBF(22.2 N) OFFORCE. ATLEASTONEPAPERTOWEL DISPENSERORHANDDRYER SOAPDISPENSERINEACHRESTROOMWHERESCHEDULEDSHALL BEMOUNTEDFORBARRIER A MANUAL PAPERADVANCE F.F.& SHEETNUMBER:5 &
FREEACCESSIBILITYSUCHTHATALL USEROPERABLECONTROLSORPARTSAREWITHIN40" OFTHEFINISHFLOOR. ANYADDITIONAL TOWEL DISPENSERSMAYBEMOUNTEDSUCHTHATTHEBOTTOMOF THEDISPENSERIS52" AFF.
P-0.5U STANDARDMOUNTINGINFORMATION- ACCESSORY DETAILS MOUNTINGHEIGHTS I D FIXTURE MOUNTINGHEIGHTS
PLUMBING SCHEDULE
S Y M B O L D E S C R I P T I O N Q T Y
FLOOR MNT'D ELONGATED BOWL FOR THE HANDICAPPED
w/ STANDARD TANK 2
H D C P
BRAND: NO BRAND SPECIFIED (1.28 GPF)
WALL MOUNTED HANDICAPPED LAVATORY w/ WALL SUPPORT CONCEALED ARMS & SINGLE HANDLE FAUCET.
SINK BRAND: AMERICAN STANDARD 0355.012.020 LUCERNE OR EQUAL FAUCET BRAND: XXXXXXXX (0.5 GPM
2 2
@ 60 PSI) OR EQUAL.
INSTANT WATER HEATER (110V)
ONE SET 1.5"
LONG.
Ø GRAB BARS. INCLUDES: (1) 36" LONG & (1) 48" 2
SET/S
A B
SGL TOILET PAPER DISPENSER
(NO BRAND SPECIFIED) 2
2 1
18" x 36" MIRROR, POLISHED EDGE, UNFRAMED
(NO BRAND SPECIFIED).
Y-STRANNER AND ACCESS DOOR @ COLD WATER INLET.
18" ACCESS DOOR.
Y-STRAINER: NO BRAND SPECIFIED ACCESS DOOR: NO BRAND SPECIFIED MOUNTED 18" A.F.F. INSIDE EXTERIOR WALL w/ 18"x
COLD
WATER
P.O.C
1 2
3 1
2 3
WASTE P.O.C
PANEL (A)
H D C P
HVAC MODULE ( 1 )
T
R.R.
SIGNAGE
(BY OTHERS) (BY OTHERS)
R.R.
SIGNAGE
B6
PANEL (B)
T
HVAC MODULE ( 2 )
B
A
C D
PLUMBING PLAN
SCALE: 1/4"=1'-0"
A B
V T R NOTE:3 / 4 "
2 " ALL PLUMBINGVENTS EXCEEDING
BUILDINGHEIGHT TOBE CUT OFF AT
PEAK HEIGHT, SHIPPED LOOSE AND
INSTALLED ON SITE BY OTHERS.
3 " V T R
3/4"
1 / 2 "
L A V
L A V
Y-STRAINER (1FU)
1 / 2 " W C
3 "
2 "
3 / 4 " I N L E T 3 / 4 "
W C L A V
L A V
(1FU)(2.5FU) W C
3 / 4 "
3 "
3/4" INLET
FIXTURE UNITS
2 "
(2.5FU) 1 / 2 "7
COLD & HOT SCHEMATIC 3"TOMAIN
MAXIMUMPRESSURE RANGE@
POINT OF CONNECTION 30 TO45 PSI
GREATEST DEVELOPED LENGTH 60'
SUPPLY: COPPER (TYPE "M" AND OR PEX)
CUSTOMER IS TO VERIFY POINT OF CONNECTION
FOR WASTE ON PLANS. IF NO MODIFICATION IS
INDICATED AS CUSTOMER SIGN OFF THEN THE
MANIFOLD WILL BE DRAWN AS SHOWN ON PLANS.WASTE & VENT SCHEMATIC DATE:
07 / 20 / 2025
COLD WATER PIPE
HOT WATER PIPE
ALL PIPE TOBE ABS SCHEDULE 40
AND WILL SLOPE 1/4" PER FOOT SCALE:
1/4" = 1'-0"
DRAWN BY:
A.F.
EXCLUSIONS: NOTE:1. PLUMBINGMANIFOLD ASSEMBLY, PARTS, PIECES AND INSTALLATION.
2. PLUMBINGLINE CHLORINATION AND/ OR STERILIZATION. 1. ALL FIXTURES SHALL HAVE SHUT OFF VALVES
3. BACK FLOWPREVENTERS INSTALLED ON SITE BY OTHERS 2. ALL WATER SUPPLY LINES AND DRAIN PIPES EXPOSED BELOWHANDICAPPED LAVATORIES/SINKS SHALL BE WRAPPED WITH INSULATED WRAP.
3. ALL EXPOSED HOT WATER LINES THAT RUN UNDER BUILDINGARE TOBE INSULATED.
4. ALL HOT WATER PIPES TOBE INSULATED. THE INSULATION THICKNESS SHALL BE 1" FOR PIPES 1" OR SMALLER AND 1.5" FOR PIPES LARGER THAN 1" BUT NO LARGER THAN 4".
WASTE LINE SERIAL #
MDS-078084-85
VENT LINE
MANIFOLD (BY OTHERS)
SHEET NUMBER:
P-1.0
WILLIAMSSCOTSMANINC.
4646East VanBurenStreet,
Suite400, Phoenix, AZ85008
60'-0"
800.782.1500l
WILLSCOT.COM
28'-11 1/2" 28'-11 1/2"
CLASSROOM
001
CLASSROOM
002
664 SF 664 SF
3DELEVATION2
ESSENTIALSSCHEDULE ESSENTIALSSCHEDULE
TYPE
MARK
TYPE
MARKSYMBOL/ 3DVISUAL DESCRIPTION QTY. SYMBOL/ 3DVISUAL DESCRIPTION QTY.
V-30 STUDENTDESK
STUDENTCHAIR
40 40V-31
BOOKCASE4
HIGH- ALA
CARTE
Grand total: 90A-18
V-17
V-20
4 2
2 2
EXTERIORVAPSCHEDULE
TYPE
MARK DESCRIPTION QTY.
BASICOFFICE-
48INCH EX-1 VAPEXT_ADARAMP_BASESECTION
EX-2 VAPEXT_ADARAMP_MIDSECTION
EX-3 VAPEXT_ADARAMP_TOPSECTION
EX-5 VAPEXT_18x62PLATFORMEXTENSION
EX-6 VAPEXT_62x62PLATFORMWITHOPTCANOPY
EX-7 VAPEXT_30-36INCHSTAIRSECTION
Grand total: 19
1 5
1 1
9 2
DN
VAP-
UNIVERSAL
WHITEBOARD
STAND1
RAMP
DN
DATAPACKAGE
(SEEPLANFOR
DATAOUTLET
LOCATIONS)
V-25
NOTES:
1. 2.
3. 4.
5. EXTERIORDIMENSIONSAREFROMWOODFRAMINGTOWOODFRAMING.
INTERIORDIMENSIONSAREFROMWALLFINISHTOWALLFINISH.
DIMENSIONSAREAPPROXIMATED. ACTUALDIMENSIONSWILLBECONFIRMEDONCEAUNITISASSIGNED.
IFDRINKINGFOUNTAIN&MOPSINKAREREQUIRED, ITSHALLBEPROVIDEDONSITEBYOWNER.
STAIRS&RAMPSARERECOMMENDATIONSONLYATENTRANCES. PLEASEREFERTOPROPOSALFORITEMS INCLUDED.
6. 7.
FURNITURESHOWNFORSPACEPLANNINGPURPOSESONLY. PLEASEREFERTOPROPOSALFORITEMSTOBE INCLUDEDINPRICING.
SECONDDOORPERUNITMAYBEREQUIREDPERLOCALJURISDICTION.
(BUSINESSUSE: SPACESUNDER49OCCUPANTSAND75FEETOFTRAVELISACCEPTABLETOHAVE ONEMEANOFEGRESS).
FLOOR PLAN
1/4" =1'-0"1
A B 1 2 3
PLAN WEST
1/8" =1'-0"
PLAN NORTH
1/8" =1'-0"
4 ISSUE DATE DESCRIPTION
3 B A 3 2 1
FILE#: WS2024-0915
DRAWN BY: MW
DATE: 2024
PLAN SOUTH
1/8" =1'-0"
PLAN EAST
1/8" =1'-0"5 6
REP:
ASSET #:
ASSET TYPE: SM
MODEL: SM6424
FLOOR PLAN/DETAILS
PRELIMINARYDRAWINGNOT FORCONSTRUCTION
A-101
WILLIAMS SCOTSMANINC. ALL RIGHTS RESERVED©
NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that the Planning Commission of the City of Lake Elsinore, California, will hold a Public Hearing on August 5, 2025, at the Lake Elsinore Cultural Center, 183 North Main Street, Lake Elsinore, California, 92530, at 6:00 p.m., or as soon thereafter as the matter may be heard, to consider the following:
Planning Application No. 2025 -10 (Vista Lago Charter School ): The proposed project is a Commercial Design Review (CDR-2025-08) to allow the installation of four (4) modular classroom buildings and one (1) modular administrative office building for a new public charter school, Vista Lago Charter School. The public charter school proposes to operate their school temporarily for up to four (4) years within the modular buildings which will serve up to 170 students from kindergarten through 9th grade. The proposed hours for the temporary school operations are Monday through Friday from 7:45 a.m. to 3:30 p.m. and school office hours are proposed from 7:00 a.m. to 4:30 p.m. The temporary modular buildings are proposed to be placed within the southern portion of the parking lot at the city -owned Alberhill Ranch Community Park located at 28200 Lake Street.
The proposed temporary use is exempt from the California Environmental Quality Act (Cal. Publ.
Res. Code §§21000 et seq.: “CEQA”) and the State CEQA Guidelines (14. Cal. Code Regs §§15000 et seq.), specifically pursuant to Section 15311 (Class 11 – Accessory Structures) because the use consists of the placement of temporary modular structures appurtenant to a publicly owned park and Vista Lago Charter School is a public charter school available for enrollment for children throughout the community.
ALL INTERESTED PERSONS are invited to submit written information, express opinions or otherwise submit written evidence by email to [email protected].
If you wish to legally challenge any action taken by the City on the above matter, you may be limited to raising only those issues you or someone else at the Public Hearing described in this notice, or in written correspondence delivered to the City prior to or at the Public Hearing. If you require accommodation to participate in a Public Hearing, please contact the Administrative Secretary at (951) 674-3124 ext. 297. All Agenda materials are available for review on the City’s website at www.lake-elsinore.org the Friday before the Public Hearing.
FURTHER INFORMATION on this item may be obtained by contacting Nancy Huynh, Principal Planner in the Planning Division at [email protected] or (951) 848-3906.
Damaris Abraham,
Community Development Director
PA 2025-10 Vista Lago Temp Modulars - Page 1 of 1
3512 14 Street
Riverside, California 92501
(951) 368-9229
[email protected]
City of Lake Elsinore
130 South Main Street
Lake Elsinore, California 92530
Account Number: 5209153
Ad Order Number: 0011747443
Customer's Reference/PO Number:
Publication: The Press-Enterprise
Publication Dates: 07/25/2025
Total Amount: $358.89
Payment Amount: $0.00
Amount Due: $358.89
Notice ID: 3gZZKUcWbFgtdPRXFfy6
Invoice Text: [https://res.cloudinary.com/dgqq2xsfd/image/upload/enotice- production/exports/1753206353164/image001.jpg] NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Planning Commission of the City of Lake Elsinore, California, will hold a Public Hearing on August 5, 2025, at the Lake Elsinore Cultural Center, 183 North Main Street, Lake Elsinore, California, 92530, at 6:00 p.m., or as soon thereafter as the matter may be heard, to consider the following: Planning Application No. 2025-10 (Vista Lago Charter School): The proposed project is a Commercial Design Review (CDR-2025-08) to allow the installation of four (4) modular classroom buildings and one (1) modular administrative office building for a new public charter school, Vista Lago Charter School. The public charter school proposes to operate their school temporarily for up to four (4) years within the modular buildings which will serve up to 170 students from kindergarten through 9th grade. The proposed hours for the temporary school operations are Monday through Friday from 7:45 a.m. to 3:30 p.m. and school office hours are proposed from 7:00 a.m. to 4:30 p.m. The temporary modular buildings are proposed to be placed within the southern portion of the parking lot at the city-owned Alberhill Ranch Community Park located at 28200 Lake Street. The proposed temporary use is exempt from the California Environmental Quality Act (Cal. Publ. Res. Code §§21000 et seq.: “CEQA”) and the State CEQA Guidelines (14. Cal. Code Regs §§15000 et seq.), specifically pursuant to Section 15311 (Class 11 – Accessory Structures because the use consists of the placement of temporary modular structures appurtenant to a publicly owned park and Vista Lago Charter School is a public charter school available for PA 2025-10 Vista Lago Temp Modulars - Page 1 of 1
The Press-Enterprise
3512 14 Street
Riverside, California 92501
(951) 368-9229
City of Lake Elsinore
130 South Main Street
Lake Elsinore, California 92530
Publication: The Press-Enterprise
PROOF OF PUBLICATION OF
Ad Desc: 0011747443
FILE NO. 0011747443
PROOF OF PUBLICATION
I am a citizen of the United States. I
am over the age of eighteen years and
not party to or interested in the above-
entitled matter. I am an authorized
representative of THE PRESS-
ENTERPRISE, a newspaper of general
circulation, printed and published daily
in the County of Riverside, and which
newspaper has been adjudicated a
newspaper of general circulation by the
Superior Court of the County of
Riverside, State of California, under
date of April 25, 1952, Case Number
54446, under date of March 29, 1957,
Case Number 65673, under date of
August 25, 1995, Case Number
267864, and under date of September
16, 2013, Case Number RIC 1309013;
that the notice, of which the annexed is
a printed copy, has been published in
said newspaper in accordance with the
instructions of the person(s) requesting
publication, and not in any supplement
thereof on the following dates, to wit:
07/25/2025
I certify (or declare) under the penalty
of perjury that the foregoing is true and
correct.
Date: July 25, 2025.
At: Riverside, California
______________________________
Signature
1 389-020-048,062,073,074
HOLDINGS ALBERHILL
505 LOMAS SANTA FE DR #230
SOLANA BEACH CA 92075
2 389-020-049,051
LAKE ELSINORE UNIFIED SCHOOL DIST
545 CHANEY ST
LAKE ELSINORE CA 92530
3 389-020-050,057
EVMWD
P O BOX 3000
LAKE ELSINORE CA 92531
4 389-020-052,065,066
CASTLE & COOKE ALBERHILL HOME
BUILDING IN
1 DOLE DR
WESTLAKE VILLAGE CA 91362
5 389-020-056,058
CITY OF LAKE ELSINORE
130 S MAIN ST
LAKE ELSINORE CA 92530
6 389-020-067,071
GM GABRYCH FAMILY LP
PO BOX 1178
TEMECULA CA 92593
389-080-056,061
SAME AS #1
7 389-710-001
VERONICA R ALCARAZ
4164 LADRILLO ST
LAKE ELSINORE CA 92530
8 389-710-002
LINLIN ZHENG
18464 AGUIRO ST
ROWLAND HEIGHTS CA 91748
9 389-710-003
RUBEN BERUMEN
4160 LADRILLO ST
LAKE ELSINORE CA 92530
10 389-710-011
ALBERHILL RANCH COMMUNITY ASSN
P O BOX 11165
BAKERSFIELD CA 93389
11 389-730-001
MAYRA HIGUERA
4166 LADRILLO ST
LAKE ELSINORE CA 92530
12 389-730-002
BETANIA GUADALUPE JIMENEZ
4168 LADRILLO ST
LAKE ELSINORE CA 92530
13 389-730-003
BENJAMIN TRUNG DO
4170 LADRILLO ST
LAKE ELSINORE CA 92530
14 389-730-004
MANJUSRI LIVING TRUST U/A DTD
10/25/23
26919 BOULDER CREST DR
VALENCIA CA 91381
15 389-730-025
MANUEL CRUZ VALDEZ
4175 CYPRESS CIR
LAKE ELSINORE CA 92530
16 389-730-026
JONATHAN SANCHEZ
4173 CYPRESS CIR
LAKE ELSINORE CA 92530
17 389-730-027
GUTIERREZ FAMILY REVOCABLE
LIVING TRUST
4171 CYPRESS CIR
LAKE ELSINORE CA 92530
18 389-730-028
MIGUEL F CARRANZA
4169 CYPRESS CIR
LAKE ELSINORE CA 92530
19 389-730-029
ROSARIO DE LOS ANGEL DAVIS
4167 CYPRESS CIR
LAKE ELSINORE CA 92530
20 389-730-030
RICHARD MAREZ
4165 CYPRESS CIR
LAKE ELSINORE CA 92530
21 389-730-031
OSCAR GALINDO BARRIOS
4163 CYPRESS CIR
LAKE ELSINORE CA 92530
22 389-730-033
ALBERHILL RANCH COMMUNITY ASSN
6455 ALBERHILL RANCH RD
LAKE ELSINORE CA 92530
23 389-731-001
FORREST R RIVERS
4164 CYPRESS CIR
LAKE ELSINORE CA 92530
24 389-731-002
RICHARD K FLEAGER
4166 CYPRESS CIR
LAKE ELSINORE CA 92530
25 389-731-003
KEITH MUNOZ
4168 CYPRESS CIR
LAKE ELSINORE CA 92530
26 389-731-004
BO THOMPSON
4170 CYPRESS CIR
LAKE ELSINORE CA 92530
27 389-731-005
JACQUELINE B ESPINA
4172 CYPRESS CIR
LAKE ELSINORE CA 92530
28 389-731-006
JENNIFER SINGH CORRAL
4174 CYPRESS CIR
LAKE ELSINORE CA 92530
29 389-731-007
JUAN CARLOS GONZALES
4120 POPLAR CIR
LAKE ELSINORE CA 92530
30 389-731-022
BRITTANY JUDITH ANETTE CASHELL
4177 BRIANNA CIR
LAKE ELSINORE CA 92530
31 389-731-023
ANDRES ARANDA
3431 MOUNTANSIDE CIR
CORONA CA 92882
32 389-731-024
ORTEGA FAMILY REVOCABLE LIVING
TRUST
4173 BRIANNA CIR
LAKE ELSINORE CA 92530
33 389-731-025
DANIEL ALFARO
4171 BRIANNA CIR
LAKE ELSINORE CA 92530
34 389-731-026
JOSHUA BRIDSTON
4169 BRIANNA CIR
LAKE ELSINORE CA 92530
35 389-731-027
LORENZO ZENDEJAS
4167 BRIANNA CIR
LAKE ELSINORE CA 92530
VISTA CHARTER PUBLIC SCHOOLS
ATTN: ALYSSA ROSS
2900 W. TEMPLE ST
LOS ANGELES CA 90026
GONZALEZ DEVELOPMENT
CONSULTING, LLC
ATTN: ANTONIO GONZALEZ
3131 WILLOW RD
NORTHBROOK IL 60062
GC MAPPING SERVICE INC
ATTN: GILBERT CASTRO
3055 W VALLEY BLVD
ALHAMBRA CA 91803
GC MAPPING SERVICE, INC.
3055 WEST VALLEY BOULEVARD
ALHAMBRA CA 91803
(626) 441-1080 FAX (626) 441-8850
[email protected]
LEGEND
OWNERSHIP NO.
OWNERSHIP HOOK
CASE NO.
DATE: 07-09-2025
SCALE: 1" = 100'
OWNERSHIP MAP
300' RADIUS MAP 0
CITY OF LAKE ELSINORE
LAKE
ST
NICHOLS
RD
BRIANNA
CIR
CIR
CYPRESS
ST
LADRILLO
LADRILLO
ST
ALBERHILL
RANCH
RD
5 1
1 3
4 2
2 1
1 5
5 5
5 5
6 6
6 1
1 9
8 710
22 21 20
19 18 17 16
15 1413
1211
23 24
25 26
27 28 29
303132
33 34
35