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Agenda packet

Santa Ana City Council
December 6, 2022

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Agenda packet
Meeting
December 6, 2022
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Santa Ana City Council
Pages
38
Original file
486.1 MB
Text extracted from the city's file for reading and search. Open the original on santa-ana.primegov.com. That file is the official record.

MEETING MINUTES
717 S. LYON STREET PROJECT

SUNSHINE ORDINANCE COMMUNITY MEETING
(ZOOM WEBINAR)
JUNE 1, 2022, 6:00 P.M.

The 2nd Sunshine Ordinance Meeting was held on June 1, 2022 at 6:00 p.m. As with the first community meeting, the Applicant, Warmington Residential, conducted the meeting via a Zoom Webinar for the presentation and questions/answers regarding the 717 S. Lyon Street residential project.

The zoom webinar was conducted in English with Spanish translation. The attendee report data shows 1 host, 4 panelists from Warmington, 8 people registered via on-line and 2 people joined through the phone option.

These minutes reflect major comments only and do not provide a complete transcript of the meeting.

Presenting or in attendance on behalf of Applicant:

Greg Ocasek, Warmington Residential (Project Consultant) Joe Oftelie, Warmington Residential (Vice President)
Maribel Maciel, Warmington Residential (Assistant Project Manager and Spanish Interpreter) Tyler Bennett, Warmington Residential (Assistant Project Manager) Mario Santos, Warmington Residential (Information Systems Manager) In attendance from the City of Santa Ana:

Pedro Gomez, Senior Planner
Ali Pezeshkpour, Principal Planner
Jessie Lopez
In attendance from the Community:
5 Participants via Zoom and 2 via phone (see attached Attendee Report) Introduction & Presentation
The general format of the zoom webinar was the introduction presented in English, then presented again in Spanish, followed by the project presentation presented in English, then presented again in Spanish, followed by the question and answer portion of the meeting, in which the questions submitted were answered in English and then translated in Spanish.

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See attached Presentation Slides & Narrative.

1. Introduction – presented by Greg Ocasek (in English)

2. Introduction – presented by Maribel Maciel (in Spanish)

3. Presentation – presented by Greg Ocasek (in English)

4. Presentation – presented by Maribel Maciel (in Spanish) Question & Answers
Following the Applicant’s presentation, presented in both English and Spanish, questions were submitted on-line. Applicant response is indicated by “RESPONSE”, which represents a summary outline of the response. Following the answers in English, a summarized Spanish translation was provided.

1. How did Warmington decide 8/51 units would be considered “affordable?” Is there a specific regulation, state ordinance or local statue that was used as guidance? a. RESPONSE: This number of affordable units was derived through the charts provided within the Guide to The California Density Bonus Law during the land planning process. The percentage of affordable units is based on the existing allowable density, which also is provided an associated low income density bonus percentage.

2. How many people are logged on/attending? I couldnt find the link to this meeting posted online, only for the previous meeting?
a. RESPONSE: There are 10 people currently logged on.

3. When will warmington have information about eligibility for the “affordable” housing townhomes?
a. RESPONSE: Following the current entitlement process and final engineering of the project, the project will move into the demolition and construction stage, which is anticipated to be at least 10 months from now, at which time the pricing/marketing of the project will begin. If you would like to be added to our interest list, please send an email to the project email provided. Then, at the appropriate time in the future, an email will be sent out to everyone on the interest list.

4. How is Warmington defining “Affordable?”
a. RESPONSE: Warmington is following the California Density Bonus Law and has selected the low income designation.

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5. Has Warmington investigated is this project will overlap with the project being completed on 1st and Lyon? concern about traffic in the area. a. RESPONSE: We would defer to Pedro Gomez, our Senior Planner, as it relates to the projects in the area. To comment regarding traffic in the area related to this project, the current use (Orange County Electrical Training Center) has approximately 170 parking spaces and the proposed project has 105 total parking spaces (102 garage spaces and 3 guest spaces, including 1 ADA space).

6. The City of Santa Ana has an additional bonus for moderate units was this looked at? a. RESPONSE: Warmington is following the California Density Bonus Law and City regulations and has selected the low income designation.

7. does the state density bonus law provide warmington with any concessions/incentives? and if so what are they?
a. RESPONSE: Yes. California Density Bonus Law allows for concessions, maximum parking requirements and waivers and reductions in development standards. i. California Density Bonus Law allows for a calculated maximum of 90 parking spaces. And, the project is providing an additional 15 spaces, a total of 105, that is made up of 102 individual garage spaces, and 3 guest spaces (which includes an ADA space).
ii. California Density Bonus Law allows this project two concessions, and one is being used to allow for the reduction in open space. Please note that there are two gathering areas provided in the proposed community. iii. Given the unique position of this property, having a General Plan land use designation of Medium Density Residential (MR-15) and a Zoning designation of General Agriculture (A1), the project is required to select a proposed zoning, which is the Corridor District zoning designation within the Harbor Mixed Use Transit Corridor Plan (SP-2). Three waivers have been granted regarding the 8 ft Maximum Setback, Stoop Frontage Type and Minimum Ground Floor Height, all of which are more specifically targeted for the Harbor Boulevard Corridor, which SP-2 was created for. iv. An additional waiver has been granted to allow the 6 ft tube steel fence within the front yard setback, as it is an integral component of the gated community.

8. Did warmington consider making more than 8 of the 51 units “affordable?” a. RESPONSE: As noted previously, this number of affordable units was derived through the charts provided within the Guide to The California Density Bonus Law during the land planning process. The percentage of affordable units is based on the existing allowable density. And, the low income designation was selected.

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9. Parking is an issue in this neighborhood. Are you building under ground parking? a. RESPONSE: No. The project is providing 102 garage spaces and 3 guest spaces, including 1 ADA space. California Density Bonus Law allows for a calculated maximum of 90 parking spaces. And, the project is providing an additional 15 spaces, a total of 105.

10. Good afternoon, when will we know if the proposal gets apporved? a. RESPONSE: The project is currently going through the Development Project Review process through City Planning and the other departments. Project approval could happen within the next couple months, possibly in August or September.

11. …
a. RESPONSE: Noted.

12. Previous for sale low income units have had trouble being sold to qualifiying buyers and have sat empty for a substantial amount of time. Has wilmington considered how to potentially address this as part of the sale process. Look at the first st.pacific street townhome projects
a. RESPONSE: At the appropriate time, the marketing department will be coordinating with the City to confirm the qualification process. Also, an Inclusionary Housing Plan Agreement will be signed with the City, as part of this project.

13. Does Warmington believe that the community surrounding this proposed project will be able to afford purchasing any of these units? specifically the 43 that are NOT going to be categorized as “affordable”
a. RESPONSE: Warmington does not necessarily know the make-up of the neighborhood or what people can afford. The units will be sold at market rate. If someone can afford a market rate home, then they would be qualified.

Warmington can’t discriminate anyone that wants to purchase one of the homes.

14. 8 was the MINIMUN though right?
a. RESPONSE: The minimum number to construct is zero. Warmington did not have to construct any affordable housing, as the City allows for an in-lieu fee to be paid. However, Warmington elected to build the low income affordable units on site. Selecting the moderate level may have resulted in fewer affordable units.

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15. One of Warmington’s projects in La Mirada - Paloma property sold for $823,500 per Zillow
a. RESPONSE: Noted.

16. You don’t know the makeup of the neighborhood where you’re building at? a. RESPONSE: This may be related to the earlier question on what people in the neighborhood can afford. We do not have an answer for that.

17. FIX THAT!
a. RESPONSE: We do not know what this is in reference to.

18. What is the base density? and the square footage of the site? a. RESPONSE: The site is 2.3 acres in size or 100,188 square feet. The general plan allows for 15 units per acre. And, following California Density Bonus Law, 51 units are being proposed, at 22 units per acre.

19. Why is the neighborhood locked behind a wall? The city design guidelines are meant to create an avtice street facing front, this looks like the opposite of that. a. RESPONSE: The adjacent apartments in the area are also gated and locked. The decision was made to have this community be gated.

20. As a comment, Warmington should look into the makeup of the community where they are planning to develop. Seems morally irresponsible to answer “We don’t know the makeup of the neighborhood”
a. RESPONSE: We know the make-up of the neighborhood, but do not know the income levels or financial capabilities toward purchasing homes.

21. Those were badly designed from the 70's should we revert back to that design? a. RESPONSE: This comment may be related to the neighboring apartments. We have designed a private drive with buildings on each side and two gathering areas. We appreciate the comment.

22. As a note and for your consideration, Santa Ana is one of the lowest income neighborhoods in the state.
a. RESPONSE: Noted.

23. How did Warmington pick 717 S Lyon as their development site? a. RESPONSE: The project was marketed for sale and Warmington made an offer.

And, it has the correct General Plan designation for this type of housing.

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24. Have you heard of 2525 N Main?
a. RESPONSE: Yes, we have heard about that development.

25. If this project does get approved, how long is construction expected to last? a. RESPONSE: We anticipate demolition and horizontal development (through paving) to be approximately 6-8 months. Through the sellout of all the phases, it is anticipated to take 2 years.

26. Correct about the older apartment designs. New development sites should create active and welcoming streets, and should move away from creating private communities that do not interact with the public realm.
a. RESPONSE: This is a statement, however, the project does interact with the street. Our homes are facing Lyon Street. We are not using a wall along the street frontage. We are using tube steel fencing with planting, which is to maintain the privacy that goes with a gated community. We feel that the project is accomplishing interaction with the street.

27. Is this meeting being recorded and/or the minutes for this meeting being kept? its a part of the Sunshine Ordinance yes?
a. RESPONSE: Yes, per the Sunshine Ordinance, one PDF will be assembled with the notification materials, presentation slides, outline and minutes for this meeting and provided to the City.

28. Will there be electric vehicles chargers on property? a. RESPONSE: The garages will be pre-wired (conduits) for electrical vehicle chargers.

29. https://publicdocs.santa-ana.org/WebLink/1/doc/132076/Page1.aspx a. RESPONSE: This City link was typed in the Q&A tab.

30. There's an additional 35% density that is available and not being used for moderate income units
a. RESPONSE: We appreciate your comment. And, we appreciate being a part of the community and look forward to building the project we have designed.

31. see section 41-1904.1
a. RESPONSE: This is related to the previous question. It is the municipal code section “Inclusionary housing development incentives for production of units”.

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Additional questions (per the Chat option):

1. Hi. Thank you all for arranging this meeting. I have already reached out to the email, but did not ask about being put on the interest list. Will I have to do that? a. RESPONSE: Everyone that has emailed the project email, has been put on the interest list.

2. Right, but there is additional density available to the project if you also add in moderate for-sale units.
a. RESPONSE: We already addressed this in an earlier question. Warmington is following the California Density Bonus Law and City regulations and has selected the low income designation.

3. How many bedrooms or bathrooms will be in each unit? Particularly in the affordable units?
a. RESPONSE: There will be affordable units in each of the four plan types. The plan types will range between 1,208 SF (2 bedroom/2.5 bathrooms) to 1,845 SF (3 bedrooms plus a den, optional 4th bedroom, with 3.5 bathrooms). And, the project has been working with the City’s Housing Dept. regarding the distribution of the affordable units. The City has indicated the distribution and the project is following that.

4. Approximately how much will homes be sold for?
a. RESPONSE: We do not have information at this time regarding pricing. Within 10-12 months, that information should be ready to share with the public (when the marketing is anticipated to start).

5. One recommendation. Maybe think about creating more parking spaces and renting them out. Two spaces per unit will be difficult. Even if you rent them out, it will be a good investment idea.
a. RESPONSE: These are for-sale townhomes, not rental units, so each buyer will own its garage spaces. We appreciate the comment and have followed the regulations.

The Q&A portion of the presentation ended at approximately 7pm. The meeting concluded with the Applicant thanking the attendees for their time in attending this 2nd community meeting and indicating that any additional questions can be directed to the project email provided, as well as the numbers provided.

City Council 21 – 312 12/6/2022
Presentation Slides
City Council 21 – 313 12/6/2022
Warmington Residential
717 S. Lyon St., Santa Ana, CA 92705
2 nd Community Meeting – June 1, 2022
City Council 21 – 314 12/6/2022
Warmington Residential
717 S. Lyon St., Santa Ana, CA 92705
Aerial Photo

PROJECT SITE

WARREN ST

LYON ST
City Council 21 – 315 12/6/2022
Warmington Residential
717 S. Lyon St., Santa Ana, CA 92705
Site Plan
51 For-sale 3-story Townhomes, including 8 Affordable Townhomes City Council 21 – 316 12/6/2022
Warmington Residential
717 S. Lyon St., Santa Ana, CA 92705
2 nd Community Meeting – June 1, 2022
If you have any questions, please contact:

Warmington Residential
Email: [email protected]
Phone: (714) 557-5511
For English speaking callers, please ask the receptionist to forward the call to Greg Ocasek For Spanish speaking callers, please ask the receptionist to forward the call to Maribel Maciel City Information - Planning Division:

Phone: (714) 647-5804
Project specific questions can be directed to Pedro Gomez, Senior Planner, Phone: (714) 667-2790 Email: [email protected]
Projects Link: https://www.santa-ana.org/pb/planning-division/major-planning-projects-and-monthly-development-project-reports City Council 21 – 317 12/6/2022
Presentation Narrative
(English & Spanish)
City Council 21 – 318 12/6/2022

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Warmington Residential
717 S. Lyon St., Santa Ana, CA 92705
2 nd Community Meeting – June 1, 2022

ENGLISH PRESENTATION

1. INTRODUCTION
a. [Slide – cover slide]
b. Good evening everyone, welcome to the 2
nd Community Meeting regarding the
proposed residential development of the property located at 717 S. Lyon Street in Santa Ana, California by Warmington Residential.
c. My name is Greg Ocasek, the Project Consultant managing the entitlement process.

Here with me is: Joe Oftelie, Vice President here at Warmington, as well as Maribel Maciel, Assistant Project Manager and our Spanish interpreter, and Tyler Bennett, Assistant Project Manager.
d. The format for tonight’s meeting will consist of:
i. Our presentation in English
ii. Followed by a reading of the presentation in Spanish iii. We are using the Zoom Webinar format, which will allow you to type in any questions that you may have, by hitting the Q&A button. And, following the reading of the presentation in Spanish, we will review the comments posted and answer the questions that we can.

2. PRESENTATION
a. [Slide – aerial photo]
b. The proposed project will be a new residential townhome community featuring 51 “forsale” 3-story townhomes, including 8 “for-sale” affordable townhomes. Please note, these townhomes are “for-sale” and not “for-rent”.
c. The site is 2.3 acres in size and is the home of the existing Orange County Electrical Training Center. There are two (2) structures on site and a large parking lot. d. The site’s neighbors consist of:
i. North - Saddleback Park Villas
ii. East - Tustin Parc Apartments
iii. South - Las Fuentes Apartments
iv. West – Lyon Street (Warwick Square Apartments across street) e. [Slide – site plan]
f. This townhome project will be a gated community made up of 12 residential buildings, consisting of (1) duplex, (6) 4-plex buildings and (5) 5-plex buildings. g. There will be 4 plan types that will range between 1,208 SF to 1,845 SF, with a range of 2 bedroom/2.5 bathrooms to 3 bedrooms plus a den (optional 4th bedroom) with 3.5 bathrooms.
h. 8 of the 51 townhomes will be offered as low income affordable units.

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i. We do not have information at this time regarding eligibility, pricing, or qualifications for purchasing any of the homes, including the affordable homes. If you would like to be added to our interest list, please send an email to the project email provided. j. When construction starts on the project, which could be 10-12 month from now, we will begin marketing all of the homes “for-sale” to the public. And, an email will be sent out to everyone on the interest list.
k. By providing the affordable townhomes in the community, California State Density Bonus Law:
i. Allows the density which is being proposed, 51 townhomes. ii. Allows a calculated maximum of 90 parking spaces. And, the project is providing an additional 15 spaces, a total of 105, that is made up of 102 individual garage spaces, and 3 guest spaces (which includes an ADA space). iii. Allows a reduction in open space, as a provided concession. The community has been designed to have two gathering areas: one just inside the gate, along Private Drive A, and the other located at the end of Private Drive A. iv. Allows the City to provide other forms of assistance, including additional waivers related to other development standards.
l. Community Walls
i. All of the existing property boundary block walls, including carport walls, will remain in place to the north, east and south.
ii. The project will construct a 6 ft. block wall just inside the property boundaries to the north, east and south, which will provide a consistent and aesthetic community experience, as well as avoiding any interruption in the event a neighboring property replaces its own existing wall in the future. iii. Along Lyon Street, a 6 ft. tube steel fence will be installed, along with the sliding vehicular entry gate.

3. FINAL THOUGHTS
a. [Slide – ending slide]
b. In conclusion, Warmington Residential appreciates this opportunity and is excited to add this community to the existing neighborhood.
c. If there are any future questions, please contact:
i. Warmington Residential

1. Phone: 714-557-5511 (for English speaking callers, please ask the receptionist to forward the call to Greg Ocasek regarding the Santa Ana project. And, for Spanish speaking callers, please ask the receptionist to forward the call to Maribel Maciel regarding the Santa Ana project)

2. Email: [email protected]
ii. City of Santa Ana – Planning Division

1. Phone: 714-647-5804

2. Email: [email protected]

3. Project specific questions can be directed to Pedro Gomez, Senior Planner (Phone: 714-667-2790).

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4. Link to the major planning projects and monthly development project reports: https://www.santa-ana.org/pb/planning-division/majorplanning-projects-and-monthly-development-project-reports.

SPANISH PRESENTATION

1. Reading of the presentation in Spanish
Q&A

1. Review questions submitted during the presentation and provide answers END - Community Meeting
City Council 21 – 321 12/6/2022

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Warmington Residential
717 S. Lyon St., Santa Ana, CA 92705
Segunda Reunión de la comunidad – 1 de Junio de 2022
PRESENTACIÓN EN ESPAÑOL

1. INTRODUCCIÓN
a. [diapositiva – diapositiva de portada]
b. Buenas noches a todos, bienvenidos a la Segunda Reunión Comunitaria sobre el desarrollo residencial propuesto de la propiedad ubicada en 717 S. Lyon Street in Santa Ana, California por Warmington Residencial.
c. Mi nombre es Greg Ocasek, el Consultor de proyectos que administra el proceso de derechos. Aquí conmigo esta: Joe Oftelie, Vicepresidente de Warmington, así como también Maribel Maciel Asistente del gerente de proyectos y nuestra interprete de español, y Tyler Bennett, Asistente del gerente de proyectos. d. El formato para la reunión de esta noche consistirá en:
i. Nuestra presentation en ingles
ii. Seguido de una lectura de la presentación en español iii. Estamos utilizando el formato Zoom Webinar, que le permitirá escribir cualquier pregunta que pueda tener, presionando el botón Preguntas y respuestas. Y, tras la lectura de la presentación en español, revisaremos los comentarios publicados y resondraremos a las preguntas que podamos.

2. PRESENTACION
a. [diapositiva – diapositiva de portada]
b. El Proyecto propuesto será una nueva comunidad de casas residenciales con 51 “en venta” casas adosadas de 3 pisos, incluidos ocho (8) “en venta” casas adosadas asequibles. Tenga en cuenta que estas casas adosadas están en venta y no el alquiler. c. El sitio tiene un tamaño de 2.3 acres y es el hogar del Cetro de Capacitación en Electricidad del Condado de Orange existente. Hay dos (2) estructura en el lugar y un amplio estacionamiento.
d. Los vecinos del sitio consisten en:
i. Norte – Villas de Saddleback Park
ii. Este - Tustin Parc Apartments
iii. Sur – Apartamentos Las Fuentes A
iv. Oeste: Lyon Street (Apartamentos Warwick Square al otro lado de la calle) e. [diapositiva – diapositiva de portada]
f. Este Proyecto de casa adosada será una comunidad cerrada compuesta por 12 edificios residenciales, que constará de (1) un dúplex (6) seis edificios de 4 plex y (5) cinco edificios de 5 plex.
g. Habrá 4 tipos de planos que oscilarán entre 1,208 ft y 1,845 ft, con una gama de 2 habitaciones/2.5 baños a 3 habitaciones más una sala de estar (habitación opcional para el cuarto) con 3.5 baños.
h. 8 (ocho) de las 51 casa adosadas se ofrecerán como unidades asequibles para personas de bajos ingresos.

City Council 21 – 322 12/6/2022

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i. No tenemos información en este momento con respecto a la elegibilidad, el precio o las calificaciones para comprar cualquiera de las viviendas, incluidas las viviendas asequibles. Si desea ser agregado a nuestra lista de interesados, envié un correo electrónico al correo electrónico del proyecto proporcionado. j. Cuando comience la construcción del proyecto, que podría ser de 10 a 12 meses, comenzaremos a comercializar todas las casas “a la venta” al público. Y se enviara un correo electrónico a todos los que están en la lista de interesados. k. Al Proporcionar casas adosadas asequibles en la comunidad, la Ley de Bonificación de Densidad del Estado de California:
i. Permite la densidad que se propone, 51 casas adosadas. ii. Permite un máximo calculado de 90 plazas de aparcamiento. Y, el proyecto proporciona 15 espacios adicionales, un total de 105, que se componen de 102 espacios de garaje individuales y 3 espacios para invitados (que incluye un espacio ADA)
iii. Permite una reducción de espacio libre, como una concesión proporcionada. La comunidad ha sido diseñada para tener dos áreas de reunión: una justo dentro de la puerta, a lo largo de Private Drive A, y la otra ubicada al final de Private Drive A.
iv. Permite que la Ciudad brinde otras formas de asistencia, incluidas exenciones adicionales relacionadas con otros estándares de desarrollo. l. Muros comunitarios
i. Todos los muros existentes de los bloques de límites de la propiedad, incluidos los muros de la cochera, permanecerán en su lugar al norte, este y sur. ii. El proyecto construirá un muro de bloques de 6 pies justo dentro de los límites de la propiedad al norte, este y sur, lo que brindará una experiencia comunitaria consistente y estética, además de evitar cualquier interrupción en caso de que una propiedad vecina reemplace su propio muro existente en el futuro. iii. A lo largo de la calle Lyon, se instalará una cerca de tubo de acero de 6 pies, junto con la puerta de entrada vehicular corrediza.

3. PENSAMIENTOS FINALES
a. [diapositiva – diapositiva de portada]
b. En conclusión, Warmington Residential aprecia esta oportunidad y esta emocionado de agregar esta comunidad al vendimiario existente.
c. Si tiene alguna pregunta en el futuro, comuníquese con:
i. Warmington Residential

1. Teléfono: 714-557-5511 (para personas que hablan inglés, pídale a la recepcionista que transfiera la llamada a Greg Ocasek con respecto al proyecto de San Ana. Para personas que hablan español, solicite a la recepcionista que trasfiera la llamada a Maribel Maciel sobre el proyecto de Santa Ana.

2. Correo electrónico: [email protected] City Council 21 – 323 12/6/2022

Page 3 of 3 ends

ii. Ciudad de Santa Ana – División de Planificación

1. Teléfono: 714-647-5804

2. Correo electrónico: [email protected]

3. Las preguntas específicas del proyecto pueden dirigirse a Pedro Gómez, planificador principal (teléfono: 714-667-2790).

4. Enlace a los principales proyectos de planificación e informes mensuales de proyectos de desarrollo: https://www.santa-ana.org/pb/planningdivision/major-planning-projects-and-monthly-development-projectreports.

PRESENTACIO EN ESPANOL

1. Lectura de la presentación en español
Preguntas y Respuestas

1. Revisar las preguntas enviadas durante la presentación y proporcionar respuestas FIN- Reunion Comunitaria
City Council 21 – 324 12/6/2022
1 RECORDING REQUESTED BY:

AND WHEN RECORDED MAIL TO:

City of Santa Ana
Clerk of the Council
20 Civic Center Plaza (M-30)
P.O. Box 1988
Santa Ana, California 92702
Attention: Clerk of the Council
________________________________________________________________________ Free Recording pursuant to
Government Code 27383

DENSITY BONUS HOUSING AGREEMENT
This DENSITY BONUS HOUSING AGREEMENT (“Agreement”) is made and entered into this 15th day of November, 2022, by and between the City of Santa Ana, a charter city and municipal corporation of the State of California (“City”), and Warmington Residential California, Inc., a California corporation (“Developer”). City and Developer are sometimes herein referred to collectively as the “Parties” and individually as a “Party.”

RECITALS
A. Orange County Electrical Joint Apprenticeship Trust is the owner of certain property located within the City of Santa Ana, County of Orange, State of California, commonly known as 717 S. Lyon Street, Santa Ana, California, and legally described as set forth in Exhibit A attached hereto and incorporated herein by this reference as if set forth in full (“Property”).

B. Developer has entered into a purchase and sale agreement with the property owner, which provides that the Property will be transferred from the property owner to Developer after the approval of entitlements for the Project.

C. Developer is proposing to develop a community composed of fifty-one (51) singlefamily attached townhome condominiums, eight (8) of which are proposed as low-income affordable units, on the Property, as more particularly set forth in Density Bonus Application No. 2022-03 (“Project”). Without the density bonuses, Developer would only be permitted to build thirty-five (35) units on the Property.

D. Santa Ana Municipal Code sections 41-1600, et seq. (“City Density Bonus for Affordable Housing”), and California Government Code sections 65915, et seq. (“State Density Bonus Law”), set forth a process to provide increased residential densities to property owners who guarantee that a portion of their residential development will be available to low income, very lowincome, or senior (also known as "qualified") households. These regulations are intended to materially assist the housing industry in providing adequate and affordable housing for all economic segments of the community and to provide a balance of housing opportunities for very low-income, low income and senior households throughout the city.

City Council 21 – 325 12/6/2022
2 E. The Project is proposing a total number of fifty-one (51) condominiums that will be single-family attached townhomes, eight (8) of which are proposed as low-income affordable units. The Project will provide 105 onsite parking spaces or 2.1 spaces per unit. No parking concession is requested or provided. All condominiums are planned to be sold; none will be operated by Developer as rental properties.

F. The Project complies with the affordable housing requirements set forth in the State Density Bonus Law, City Density Bonus for Affordable Housing, and the City’s Affordable Housing Opportunity and Creation Ordinance. For purposes of this Agreement, the Project shall be the “housing development” as defined in the State Density Bonus Law.

G. In light of the purpose of the State Density Bonus Law and City Density Bonus for Affordable Housing, and the express provisions of Government Code Section 65915(d)(2)(A), the City has determined to grant Developer’s application for one concession and three waivers.

H. This Agreement, and the exhibits attached hereto and incorporated herein by reference, is intended to set forth the terms and conditions for the implementation of the Project’s requirement to provide affordable housing units in exchange for receiving the Density Bonus Units and additional concessions and waivers set forth herein.

NOW, THEREFORE, in consideration of the above recitals, which are incorporated herein by this reference, and of the mutual covenants contained herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows:

1. DEFINITIONS AND EXHIBITS

1.1 Definitions. In addition to the terms that may be defined elsewhere in this Agreement, the following terms when used in this Agreement shall be defined as follows:

1.1.1 "Affordability Restrictions" means, pursuant to California Government Code Section 65915(c)(2)(A)(ii)(III), restrictions on the sale and conveyance of the Property that ensure that the Property will be preserved for lower income housing for at least 55 years for owneroccupied housing units and will be sold or resold only to persons or families of very low, low, or moderate income, as defined in Section 50052.5 of the California Health and Safety Code.

1.1.2 "Affordable Units" means eight (8) units, which shall be comprised of one (1) two-bedroom unit, one (1) three-bedroom unit, four (4) three-bedroom plus den units, and two (2) three bedroom plus den (optional 4th bedroom) units for Low-Income Households. Any change to the number or distribution of Affordable Units is subject to City Manager approval.

1.1.3 "Agreement" means this Density Bonus Housing Agreement.

1.1.4 "Base Units" means the thirty-five (35) Units that Developer would be authorized to develop on the Property without application of the State Density Bonus Law.

1.1.5 "City" means the City of Santa Ana, California
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3 1.1.6 "City Council" means the City Council of the City of Santa Ana.

1.1.7 "City Attorney" means the City Attorney for the City of Santa Ana.

1.1.8 "City Manager" means the City Manager for the City of Santa Ana.

1.1.9 "City's Planning Commission" means the Planning Commission for the City of Santa Ana.

1.1.10 ''Density Bonus Housing Agreement Term" means the period during which this Agreement shall be in full force and effect, as provided for in Section 6 below.

1.1.11 "Density Bonus Units" means the sixteen (16) Units in addition to the Base Units that Developer shall develop pursuant to the density allowance in the State Density Bonus Law and the terms and conditions of this Agreement, of which Developer would not be entitled to develop without providing the Affordable Units.

1.1.12 "Developer" means Warmington Residential California, Inc., a California corporation, and its permitted successors and assigns to all or any part of the Property, Project or this Agreement.

1.1.13 "Effective Date" means the date the City Council of City approves this Agreement and from then on this Agreement shall be in full force and effect.

1.1.14 "Eligible Household" means a Household whose income does not exceed the “Low-Income” qualifying limit as defined herein.

1.1.15 "Household" means all persons residing in a Unit.

1.1.16 “Low-Income” means persons and families whose income does not exceed the limits provided in California Health and Safety Code Section 50052.5.

1.1.17 "Project" means that certain residential development as more particularly described in Recital C and Section 2 of this Agreement.

1.1.18 "Property" means that certain real property more particularly described in the legal description in Exhibit A and improvements thereon.

1.1.19 "State Density Bonus Law" means Government Code sections 65915, et seq., as they exist on the Effective Date.

1.1.20 "Unit" means a residential dwelling unit within the Project to be constructed by Developer pursuant to this Agreement.

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4 1.1.21 "Unrestricted Units" means the Units within the Project to be constructed or caused to be constructed by Developer to a Household without restriction.

1.2 Exhibits. The following documents are attached to, and by this reference incorporated into, this Agreement:

1.2.1 Exhibit A – Legal Description of the Property

1.2.2 Exhibit B – Income Verification Form

1.2.3 Exhibit C – Notice of Affordability Restrictions on Transfer of Property

2. DEVELOPMENT OF THE PROPERTY

2.1 Project. Developer shall develop or cause the development of the Property as fiftyone (51) single-family attached townhomes, eight (8) of which are proposed as Low-Income Affordable Units. All of the townhomes are planned to be condominiums that will be offered for sale.

2.2 Density Bonus. The Project shall have fifty-one (51) Units, to be sold, used, occupied, operated, and maintained pursuant to the terms and conditions of this Agreement.

Developer agrees to provide eight (8) Affordable Units to Low-Income Households, which equals 23%, after rounding up, of the thirty-five (35) Base Units allowed for the Project. Accordingly, Developer pursued its density bonus pursuant to Government Code section 65915(b)(1)(A), which requires 10% of the total units of a housing development for rental or sale to lower income households. Pursuant to Government Code section 65915(f)(1), Developer’s 23% in Low-Income Affordable Units provides a 46.25% density bonus. Developer understands and agrees that Developer is utilizing a 46.25% density bonus increase provided by the State Density Bonus Law (35 Base Units x 46.25% = 16 State Density Bonus Units) for a total of 51 units. Developer shall not construct or develop, or otherwise claim a right to construct or develop, more than sixteen (16) State Density Bonus Units on the Property.

2.3 Development Concessions, Incentives, and Waivers. As set forth in the City entitlements, Developer petitioned for and is hereby granted the following concessions, incentives, and waivers as part of the approval of Density Bonus Application No. 2022-03 for the Project:

2.3.1 The open space requirements for this Project shall be reduced in accordance with Government Code Section 65915(d)(2)(A), which allows one (1) incentive or concession for projects that include at least 10% of the total units for lower income households, such that the minimum required common open space shall be seven-percent (7%) of the Property lot size.

2.3.2 The development standards for this Project shall be waived in accordance with Government Code Section 65915(e)(1), such that the proposed building setbacks exceed the maximum allowed (8’-0” setback) and shall be between 9’-0” and 13’-0”.

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5 2.3.3 The development standards for this Project shall be waived in accordance with Government Code Section 65915(e)(1), such that the proposed fencing height within the front yard setback shall exceed the maximum allowed (3’-0”), and shall be a maximum of 6’-0” in height within the front yard setback.

2.3.4 The development standards for this Project shall be waived in accordance with Government Code Section 65915(e)(1), such that the Project shall provide no frontage type and the minimum ground floor height shall be below the minimum required (between 10’-0” and 15’-0”) and shall be no less than 9’-0”

2.4 No Further Concessions or Incentives. Developer acknowledges and agrees that the concessions, incentives, and waivers set forth in section 2.3 above fully satisfies any duty City may have under the City Density Bonus for Affordable Housing, the Density Bonus Law, or any other law or regulation to provide any density bonus incentive or to waive any building, zoning, or other requirement in connection with a density bonus. By this Agreement, Developer releases any and all claims Developer may have against City in any way relating to or arising from City’s obligation to waive requirements of or provide development incentives pursuant to the City Density Bonus for Affordable Housing and the Density Bonus Law applicable to the Project.

2.5 Unrestricted Units. The Project, for purposes of this Agreement, may have no more than forty-three (43) Unrestricted Units (i.e. – non-Affordable Units).

2.6 Affordable Units. The Project, for purposes of this Agreement, shall have no less than fifty-one (51) single-family attached townhomes, eight (8) of which are designated as LowIncome Affordable Units pursuant to the terms and conditions of this Agreement. The Affordable Units shall be consistent with all City approvals, and shall be located throughout the Project.

2.7 Minimum Development Standards for Affordable Units. The Affordable Units shall be constructed in accordance with all applicable City approvals.

2.8 Permits and Processing; Compliance with Laws. Developer, at its sole cost and expense, or as otherwise set forth in a separate written agreement, shall secure or cause to be secured any and all permits that may be required for development of the Project by City or any other federal, state, or local governmental entity with jurisdiction over the Property or Project.

Upon securing any and all required permits, and all necessary financing and property interests, Developer shall carry out and perform the development of the Project or cause the performance of the development of the Project, in conformity with all applicable federal, state, and local laws and regulations, and all conditions of approval issued by the City Council and City's Planning Commission for the Project. Any changes to the Project shall be reviewed by the City to determine compliance with this Agreement. If any changes to the Project shall materially alter the ability of Developer to comply with any terms of this Agreement in City’s sole determination, then City and Developer shall meet and confer to address amendments and revisions to this Agreement as necessary.

2.9 Relocation Prior to Development of Project. If relocation is required prior to the completion of development of the Project, Developer shall have the sole and exclusive City Council 21 – 329 12/6/2022
6 responsibility for providing relocation assistance and paying all relocation costs as may be required to comply with applicable federal and state laws and regulations. In addition to any other indemnity provided by Developer under this Agreement, Developer shall indemnify, defend (with counsel of City’s choosing and the consent of Developer, which shall not be unreasonably withheld and which may be joint defense counsel upon City's and Developer's consent), and hold harmless City and all of its officials, officers, employees, representatives, volunteers and agents from any and all alleged or actual claims, causes of action, liabilities, and damages from any third party for relocation assistance, benefits and costs prior to the completion of the development of the Project.

2.10 Local Sourcing Plan. Developer agrees to make a good faith effort to encourage contractors and suppliers to hire and procure locally, to the extent that it is cost effective and does not delay the overall project development schedule. Prior to issuance of a building permit, Developer shall develop and submit or cause the development and submittal to the Community Development Agency (the “CDA”) a local sourcing plan for the Project targeting, to the extent commercially reasonable, the hiring of qualified workers, construction contractors, or the purchasing of goods locally within the City of Santa Ana. The plan must be reviewed and approved by the CDA which if not granted or denied within five (5) business days, shall be deemed approved (with such approval not to be unreasonably withheld, conditioned or delayed) and be implemented for the construction of the project prior to issuance of a building permit.

2.11 Mechanic's Liens; Indemnification. Developer shall take all actions reasonably necessary to remove any future mechanic's liens or other similar liens (including design professional liens) against the Property or Project, or any part thereof, by reason of work, labor, services, or materials supplied or claimed to have been supplied to Developer or caused by, at the direction of, or on behalf of Developer. Prior to the recording of this Agreement (or memorandum thereof) pursuant to Section 4.1 below, Developer shall provide evidence from the Title Company of any new recordings against the Property or Project. City hereby reserves all rights to post notices of non-responsibility and any other notices as may be appropriate upon a filing of a mechanic's lien. In addition to any other indemnity provided by Developer under this Agreement, Developer shall indemnify, defend (with counsel of City’s choosing and the consent of Developer, which shall not be unreasonably withheld - and which may be joint defense counsel upon City's and Developer's consent), and hold harmless City and all of its officials, officers, employees, representatives, volunteers and agents from any and all alleged or actual claims, causes of action, liabilities, and damages from any third party by reason of a mechanic's lien or work, labor, services, or materials supplied or claimed to have been supplied to Developer or caused by, at the direction of, or on behalf of, Developer.

3. AFFORDABILITY

3.1 Total Affordability Term. Pursuant to Santa Ana Municipal Code Section 41- 1906(e)(1), each Affordable Unit shall be restricted to use and occupancy by an Eligible Household for a total period of no less than fifty-five (55) years ("Total Affordability Term"). The Total Affordability Term for an Affordable Unit shall commence on the date that the building in which the Affordable Unit is located receives all required occupancy permits from the City.

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7 3.2 Memorializing Commencement of Total Affordability Term. The commencement date for each Affordable Unit is the date that a deed is recorded conveying the Affordable Unit from Developer to a member of the homebuying public. Developer shall deliver a copy of each grant deed to the City so that the City has a record of the commencement date for each Affordable Unit.

3.3 Levels of Affordability.

3.3.1 Low Income Households. Developer covenants that no less than eight (8) Affordable Units in the Project during the Density Bonus Housing Agreement Term will be built and initially sold or conveyed to, or preserved for Low-Income Households.

4. OWNERSHIP AND OPERATION OF THE PROJECT BY OWNER

4.1 Payment of Density Bonus Setup Fee. Prior to the Effective Date, Developer delivered payment to City of the required density bonus setup fee in the amount of one-eighth (1/8th) of one percent (1%) of the total estimated construction budget for the Project.

4.2 Recording of Documents. No later than issuance of building permits for the Project, Developer and the City shall record or cause to be recorded in the Official Records for Orange County, California, an executed original of this Agreement. City shall cooperate with Developer in promptly executing in recordable form this Agreement. The date of recording of the Agreement shall be the Effective Date of the Agreement (“Effective Date”). Upon the date of recording, the terms and conditions of this Agreement shall be binding upon and run with the Property and the Project. It is the express intent and agreement between the Parties that this Agreement shall remain binding and enforceable against the Property, the Project, and the Affordable Units to ensure compliance with the State Density Bonus Law and City Density Bonus Law. It is the express intent and agreement between the Parties that this Agreement shall remain binding and enforceable against the Affordable Units to ensure the continued supply of Affordable Units in the Project, except as expressly set forth in this Agreement.

4.3 Sale of Units. Upon the completion of construction of each Affordable Unit in the Project and receipt by Developer of all required permits for the occupancy of the Units, Developer shall sell or convey each Affordable Unit for the Total Affordability Term for such Affordable Unit in accordance with the terms and conditions set forth in this Agreement, which provide among other terms and conditions for the sale or resale of each Affordable Unit to an Eligible Household for the Total Affordability Term.

4.4 Location of Affordable Units. During the Density Bonus Housing Agreement Term, the Affordable Units shall be dispersed throughout the Project as provided in the approved Inclusionary Housing Plan Application dated April 27, 2022.

4.5 Use of the Property. All uses conducted on the Property by Developer, including, without limitation, all activities undertaken by the Developer pursuant to this Agreement, shall conform to all applicable provisions of the Santa Ana Municipal Code and other applicable federal, state, and local laws, rules, and regulations. The Project shall at all times during the term of this City Council 21 – 331 12/6/2022
8 Agreement be used as a townhome complex. All of the community facilities and any social programs provided to the Project’s residents shall be available on an equal, nondiscriminatory basis to residents of all Units at the Project.

4.6 Maintenance. Developer shall, at all times during the term of this Agreement, cause the portion of the Property and the Project that Developer owns to be maintained in a decent, safe and sanitary manner, regardless of cause of the disrepair, to the extent commercially reasonable.

Developer shall, prior to the first close of escrow for sale of any Unit, form a homeowners association that will, at all times during the term of this Agreement, cause the Project to be maintained in a decent, safe and sanitary manner, regardless of cause of the disrepair, to the extent commercially reasonable. City, and any of its employees, agents, contractors or designees shall have the right to enter upon the Property at reasonable times following not less than -forty-eight (48) hours’ prior written notice and in a reasonable manner to inspect the Project. If at any time the Project or the Property is not maintained in accordance with this Agreement and such condition is not corrected within seven (7) days after written notice from City with respect to debris and waste material, or within thirty (30) days after written notice from City with respect to general maintenance, landscaping and building improvements, unless corrections are initiated and City has agreed to a reasonable amount of time to complete corrections, then City, in addition to whatever remedy it may have at law or at equity, shall have the right to enter upon the applicable portion of the Project or the Property and perform all acts and work necessary to protect, maintain, and preserve the Project and the Property, and to attach a lien upon the Property, or to assess the Property, in the amount of the expenditures arising from such acts and work of protection, maintenance, and preservation by City and/or costs of such cure, including a reasonable administrative charge, which amount shall be promptly paid to City upon demand.

Notwithstanding the foregoing, City acknowledges and agrees that the priority of any such lien shall be deemed to be the date such lien is filed, and not the date this Agreement is recorded.

4.6.1 Property Maintenance Agreement. Subject to review and applicability by the Planning and Building Agency (the “PBA”), the CDA, the Public Works Agency (the “PWA”), and the City Attorney to ensure that the Property and all common area improvements located thereupon are properly maintained, Developer shall execute a maintenance agreement with the City of Santa Ana, prior to occupancy which shall be recorded against the Property and which shall be in a form reasonably satisfactory to the City Attorney. The maintenance agreement shall contain covenants, conditions and restrictions relating to the following:
(a) Compliance with operational conditions applicable during any period(s) of construction or major repair (e.g., proper screening and securing of the construction site; implementation of proper erosion control, dust control and noise mitigation measure; adherence to approved project phasing etc.);
(b) Compliance with ongoing operational conditions, requirement and restrictions as applicable, the proper storage and disposal of trash and debris, and/or restrictions on certain uses;
(c) Ongoing compliance with approved design and construction parameters, signage parameters and restrictions as well as landscape designs, as applicable; City Council 21 – 332 12/6/2022
9 (d) Ongoing maintenance, repair and upkeep of the Property and all improvements located thereupon (including but not limited to controls on the proliferation of trash and debris about the Property; the proper and timely removal of graffiti; the timely maintenance, repair and upkeep of damaged, vandalized and/or weathered buildings, structures and/or improvements; the timely maintenance, repair and upkeep of exterior paint, parking striping, lighting and irrigation fixtures, walls and fencing, publicly accessible bathrooms and bathroom fixtures, landscaping and related landscape improvements and the like, as applicable);
(e) If Developer and the owner of the Property are different (e.g., if the applicant is a tenant or licensee of the Property or any portion thereof), or if a homeowners association has been created, both the applicant and the owner of the Property, or homeowners association, as applicable, shall be signatories to the maintenance agreement and both shall be jointly and severally liable for compliance with its terms; (f) The maintenance agreement shall further provide that any party responsible for complying with its terms shall not assign its ownership interest in the Property or any interest in any lease, sublease, license or sublicense, except as set forth herein or unless the prospective assignee agrees in writing to assume all of the duties and obligations and responsibilities set forth under the maintenance agreement; (g) The maintenance agreement shall contain provisions relating to the enforcement of its conditions by the City and shall also contain provisions authorizing the City to recover costs and expenses which the City may incur arising out of any enforcement and/or remediation efforts which the City may undertake in order to cure any deficiency in maintenance, repair or upkeep or to enforce any restrictions or conditions upon the use of the Property. The maintenance agreement shall further provide that any unreimbursed costs and/or expenses incurred by the City to cure a deficiency in maintenance or to enforce use restrictions shall become a lien upon the Property in an amount equivalent to the actual costs and/or expense incurred by the City (provided, however, that City acknowledges and agrees that the priority of any such lien shall be deemed to be the date such lien is filed, and not the date this Agreement is recorded); and,
(h) The execution and recordation of the maintenance agreement shall be a condition precedent to the issuance of the Certification of Occupancy.

4.7 Management Plan. Prior to Certificate of Occupancy, Developer shall submit for the reasonable approval of City a “Management Plan” which sets forth in detail the property management duties, a purchaser selection process in accordance with this Agreement, a security system (comprised of security cameras with audio voice down capability) and crime prevention program, the rules and regulations for the Property and manner of enforcement, an operating budget, the identity and emergency contact information of the professional property management company to be contracted with to provide onsite property management services at the Property (“Property Manager”), and other matters relevant to the management of the Property. The Management Plan shall require Developer to adhere to a fair sale and grievance procedure. The City Council 21 – 333 12/6/2022
10 management of the Property shall be in compliance with the Management Plan as approved by City.

If City determines that the performance of the Property Manager is deficient based upon the standards set forth in the approved Management Plan and in this Agreement, City shall provide written notice to the Developer and/or homeowners association, as applicable, of such deficiencies and the Developer and/or homeowners association, as applicable, shall use commercially reasonable efforts to correct such deficiencies. In the event that such deficiencies have not been cured within thirty (30) days, or, if cure is not reasonably possible within 30 days, then unless actions to commence a cure are taken within 30 days and continued thereafter with diligence, City shall have the right to require the Developer and/or homeowners association, as applicable, to immediately remove and replace the Property Manager with another property manager or property management company which is reasonably acceptable to the City Manager, which is not related to or affiliated with Developer, and which has not less than five (5) years’ experience in property management, including significant experience managing housing facilities of the size, quality and scope of the Project. The Developer and/or homeowners association, as applicable, shall give City notice of the proposed replacement Property Manager. Such proposed replacement Property Manager shall be subject to the City’s approval (with such approval not to be unreasonably withheld, conditioned or delayed).

4.8 Reserved.

4.9 Selection of Purchasers.

4.9.1 Developer shall review the selection of purchasers for the Affordable Units in compliance with lawful and reasonable criteria and the requirements of this Agreement. Each Affordable Unit shall be sold to Eligible Households.

4.9.2 Local preference for Santa Ana residents and workers in purchase selection for the Affordable Units shall be a requirement of the Project. Subject to applicable laws and regulations governing nondiscrimination and preferences in housing occupancy required by the State of California, the Developer shall give preference or cause for the preference in selling the Affordable Units to households that live and/or work in the City of Santa Ana.

4.9.3 Prior to the sale of an Affordable Unit, Developer shall require the purchaser or cause for the purchaser to be required to complete an Income Verification Form (in substantially the form attached hereto as Exhibit B) certifying that the purchaser buying the Affordable Unit is an Eligible Household and otherwise meet(s) the eligibility requirements established for the Affordable Unit. Developer shall verify the income of the purchaser as set forth herein. Developer and City shall be entitled to rely on the Income Verification Form and supporting documentation provided by purchaser unless Developer or City has knowledge of, or a reasonable basis for belief as to, the inaccuracy or falsehood of any of the supporting documentation.

4.10 Income Verification and Certification.

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11 Developer shall be entitled to rely on the Income Verification Form and supporting documentation provided by purchasers unless Developer has knowledge of, or a reasonable basis for belief as to, the inaccuracy or falsehood of any of the supporting documentation. Developer shall make reasonable efforts to verify or cause to be verified that the income and asset statement provided by an applicant in an income certification is accurate by taking, at a minimum, at least one of the following steps as a part of the verification process: (1) obtain three months consecutive pay stubs for the most recent pay period, (2) obtain an income tax return for the most recent tax year, (3) obtain an income verification form from the purchasers current employer, (4) obtain an income verification form from the Social Security Administration and/or the California Department of Social Services if the applicant receives assistance from either of such agencies, or (5) if the applicant is unemployed and has no such tax return, obtain another form of independent verification.

4.10.1 Gross Household Income. Gross household income means all income from whatever source from all adult Household members, which is anticipated to be received during the 12-month period following the date of the determination of Gross Household Income. The applicable sources of income are defined in California Code of Regulations Title 25 Housing and Community Development Section 6914.

4.11 Reserved.

4.12 Notice of Affordability Restrictions on Transfer of Property. In the event of the sale or resale of each Affordable Unit during the Total Affordability Term, the City, transferor, and the transferee, shall execute and deposit into escrow, to be recorded before or on closing, against the Affordable Unit, a Notice of Affordability Restrictions on Transfer of the Property as contained herein (Exhibit C). The sale or transfer of the Property, shall not be effective unless and until the City, transferor, and the transferee, execute the documents necessary to transfer the Density Bonus Agreement obligations from the transferor to the transferee.

4.13 Reserved.

4.14 Alternative Transportation and Energy Source, Resource Conservation, and LEED Certification. While not a condition of the Project’s Density Bonus, in recognition of the City’s desire to optimize the energy efficiency of the Project, Developer agrees to consult with the project design team, a CABEC certified 2016 Certified Energy Analyst, a LEED AP Homes (low-rise and mid-rise), LEED AP BD+C (high rise), National Green Building Standard (NGBS) Green Verifier, or GreenPoint Rater (one person may meet both of these latter qualifications) early in the Project design process to evaluate a building energy model analysis and identify and consider energy efficiency or generation measures. Prior to the meeting, the energy analyst shall complete an initial energy model based on either current T24 standards or, if the Project is eligible, the California Utility Allowance Calculator using best available information on the Project. To the extent financially feasible for the Project, Developer agrees to incorporate and optimize energy efficient building materials, methods, and amenities.

4.15 Reserved.

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12 4.16 Emergency Evacuation Plan. Developer shall submit and obtain approval of an Emergency Evacuation Plan (the EEP) from City Police and Fire Protection agencies prior to issuance of a Certificate of Occupancy. The approved EEP shall be kept onsite and also be submitted to the following City agencies:
(a) Police Department
(b) Fire Department
(c) Planning and Building Agency

4.17 Reserved.

4.18 Onsite Parking Management Plan. Developer has agreed to provide one-hundredand-five (105) onsite parking stalls for residents and visitors of the Project and to obligate the homeowners association to actively monitor the parking demand of the Project site. Developer and/or the homeowners association, as applicable, shall be obligated to continually monitor and take commercially reasonable measures to manage the parking demand of the Project site - to mitigate the use of offsite parking spaces on private or public properties and/or right-of-way. Prior to issuance of the Certificate of Occupancy or finalizing of building permits, Developer shall submit and obtain approval from the Planning and Building Agency of a Parking Management Plan (the "PMP") as per conditions of approval in Vesting Tentative Tract Map No. 2022-03 to address the parking demands of the Project. The approved PMP shall be adhered to and be enforced by the Project at all times.

4.19 Marketing and Resident Selection Plan. Each Affordable Unit shall be sold to Eligible Households selected by Developer who meet all of the requirements provided herein. Prior to Certificate of Occupancy, Developer shall prepare and obtain City’s approval of a marketing program and purchaser selection plan for the sale of the Affordable Units at the Project (“Marketing Program”). The sale of the Affordable Units shall thereafter be marketed in accordance with the Marketing Program as the same may be amended from time to time with City’s prior written approval. Upon request, Developer shall provide City with periodic reports with respect to the sale of the Affordable Units.

4.19.1 The Marketing Program shall include, but is not limited to, marketing and community outreach activities, proposed purchaser selection criteria, income requirements, timeline and details for outreach and marketing. All requirements set forth herein shall be incorporated in the Marketing Program.

5. RESERVED

6. TERM OF THIS AGREEMENT
The term of this Agreement ("Density Bonus Housing Agreement Term") shall commence on the Effective Date and shall continue until the date that is fifty-five (55) years after the City issues the last certificate of occupancy for the building in which the Affordable Units are located, pursuant to Santa Ana Municipal Code Section 41-1906(e)(1).

7. DEFAULT AND TERMINATION; INDEMNIFICATION
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13 7.1 Default. Failure or delay by any Party to perform any term or provision of this Agreement, which is not cured within thirty (30) days after receipt of notice from the other Party specifying the default (or such other period specifically provided herein), constitutes a default under this Agreement; provided, however, if such default is of the nature reasonably requiring more than thirty (30) days to cure, the defaulting Party shall avoid default hereunder by commencing to cure within such thirty (30) day period, and thereafter diligently pursuing such cure to completion. Except as required to protect against further damages, the injured Party may not institute proceedings against the Party in default until the time for cure has expired. Failure or delay in giving such notice shall not constitute a waiver of any default, nor shall it change the time of default.

7.2 Rights and Remedies Cumulative. The rights and remedies of the Parties are cumulative, and the exercise by either Party of one or more of its rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party. Notwithstanding anything to the contrary contained in this Agreement, in no event shall either Party be liable for speculative, consequential, punitive or other indirect damages, and each Party waives any right to collect speculative, consequential, punitive or other indirect damages against the other Party.

7.3 Indemnification. In addition to any other indemnity specifically provided in this Agreement, Developer agrees to defend (with counsel of City’s choosing and the consent of Developer, which shall not be unreasonably withheld, conditioned or delayed and which may be joint defense counsel upon City's and Developer's consent) indemnify and hold harmless City and its respective officers, officials, agents, employees, representatives, and volunteers (collectively, "Indemnitees") from and against any loss, liability, claim, or judgment arising from any act or omission of Developer in connection with its obligations under this Agreement, except to the extent caused by the negligence or willful misconduct of any of the Indemnitees.

8. ASSIGNMENT; COVENANTS RUN WITH THE LAND

8.1 Assignment by Developer.

8.1.1 Prohibited Transfers or Assignments. Except as authorized in this Section or Sections 8.1.2 or 8.1.3 below, Developer shall not sell, transfer, or assign the Property or Project in whole or in part, or transfer or assign Developer's rights and obligations in this Agreement, in whole or in part, without City's prior written approval, which shall not be unreasonably withheld, conditioned or delayed (“Permitted Transfer”); provided, however, Developer shall have the right without City’s prior written approval to transfer or assign the Property, Project and/or Developer’s rights and obligations in this Agreement to any entity that is controlled by, or is under common control with, Developer or Developer’s managing general partner, and Developer shall thereafter be released from any future obligations under this Agreement. In connection with Permitted Transfer, Developer shall: (i) notify City in writing of the sale, transfer, or assignment of all or any portion of the Property, and (ii) deliver to City an assignment and assumption agreement (or other agreement) in a form approved by City in its reasonable discretion and executed by Developer and its transferee/assignee pursuant to which Developer's transferee/assignee assumes all of City Council 21 – 337 12/6/2022
14 Developer's covenants and obligations set forth herein with respect to the Property or the portion thereof so transferred. Any request for transfer or assignment of the Agreement by Developer shall require the payment of fees or a deposit to pay for the City’s actual, documented expenses to review the request. Upon the delivery of the assignment and assumption agreement as provided for above for a Permitted Transfer, or in the event of a sale of the Property/Project as provided for in this Section 8.1.1, Developer shall be released from any future obligations under this Agreement.

8.1.2 Sale of Property. Developer agrees and declares that the Property and the Project shall be sold, used, occupied, operated, and approved subject to all obligations set forth or incorporated in this Agreement, all of which are for the purpose of enhancing and protecting the value and attractiveness of the Property and the Project. All of the obligations set forth or incorporated in this Agreement shall constitute covenants which run with the land and shall be binding on Developer and its successors and assigns, and all parties having or acquiring any right, title or interest in, or to any part of the Property or Project. Developer further understands and agrees that the Density Bonus permit approvals received for this Project have been made on the condition that Developer and all subsequent owners, or other successors and assigns of the Property and/or Project purchase the Affordable Units in accordance with the terms and conditions stipulated in Sections 4, 5 and 6 of this Agreement for a term of fifty-five (55) consecutive years commencing upon the commencement date described in Section 3.2 above.

8.1.3 Sale of Condominiums; Transfer to Homeowners Association. Developer shall have the right to sell each of the Affordable Units to a qualified household in accordance with this Agreement and the procedures listed in Exhibit C, the Notice of Affordability Restrictions, subject to the City’s confirmation of the qualified household. Without the City’s prior written approval, Developer shall have the right to sell each of the Unrestricted Units to a member of the homebuying public. Without the City’s prior written approval, Developer shall have the right to convey all or a part of the common area of the Project to the homeowners association formed to manage the Project, subject to the City’s approval of any CC&R’s for the Project.

8.1.4 Subsequent Assignment. As used in this Agreement, the term "Developer" shall be deemed to include any such transferee or assignee after the date such sale, transfer, or assignment occurs in compliance with this Agreement.

8.1.5 Unpermitted Assignments Void. Any sale, transfer, or assignment made in violation of this Agreement shall be null and void, and City shall have the right to pursue any right or remedy at law or in equity to enforce the provisions of the restriction against unpermitted sales, transfers, or assignments.

8.2 Covenants Run with the Land. The Property shall be used, occupied and improved subject to the covenants, conditions, and restrictions set forth herein. The covenants, conditions, restrictions, reservations, equitable servitudes, liens and charges set forth in this Agreement shall run with the Property and shall be binding upon Developer and all persons having any right, title or interest in the Property, or any part thereof, their heirs, and successive owners and assigns, shall inure to the benefit of City and its successors and assigns, and may be enforced by City and its successors and assigns. The covenants established in this Agreement shall, without regard to City Council 21 – 338 12/6/2022
15 technical classification and designation, be binding for the benefit and in favor of City and its successors and assigns, and the parties hereto expressly agree that this Agreement and the covenants herein shall run in favor of City. Furthermore, all of the covenants, conditions, and restrictions contained herein shall also constitute easements in gross running in favor of City. City is deemed the beneficiary of the terms and provisions of this Agreement and of the covenants running with the land, for and in its own right and for the purposes of protecting the interests of the community and other parties, public or private, in whose favor and for whose benefit this Agreement and the covenants running with the land have been provided. Developer hereby declares its understanding and intent that the burden of the covenants set forth herein touch and concern the land and that the Developer's interest in the Property is rendered less valuable thereby.

Developer hereby further declares its understanding and intent that the benefit of such covenants touch and concern the land by enhancing and increasing the enjoyment and use of the Property by the citizens of City and by furthering the health, safety, and welfare of the residents of City.

9. MISCELLANEOUS

9.1 Entire Agreement. This Agreement and all of its exhibits and attachments set forth and contain the entire understanding and agreement of the parties with respect to the density bonus incentive and concession provided to the Project, and there are no oral or written representations, understandings or ancillary covenants, undertakings or agreements which are not contained or expressly referred to herein. No testimony or evidence of any such representations, understandings or covenants shall be admissible in any proceeding of any kind or nature to interpret or determine the terms or conditions of this Agreement.

9.2 Amendment. Any alteration, change or modification of or to this Agreement, in order to become effective, shall be made in writing and in each instance approved by the City Council, or through the City Manager as detailed herein, and signed on behalf of each Party. The City Manager shall have the authority to make approvals, issue interpretations, execute documents, waive provisions, and/or enter into amendments of this Agreement on behalf of City, including but not limited to amendments to this Agreement for consistency with other Project agreements.

Any requested alteration, change or modification of the Agreement by Developer shall require the payment of fees or deposit by Developer to City, as applicable, to pay for City’s actual, documented expenses to review the request. Each alteration, change, or modification to this Agreement shall be recorded against the Property in the Official Records of Orange County, California.

9.3 Notices.

9.3.1 Delivery. As used in this Agreement, "notice" includes, but is not limited to, the communication of notice, request, demand, approval, statement, report, acceptance, consent, waiver, appointment or other communication required or permitted hereunder. All notices shall be in writing and shall be considered given either: (i) when delivered in person to the recipient named below; or (ii) on the date of delivery shown on the return receipt, after deposit in the United States mail in a sealed envelope as either registered or certified mail with return receipt requested, and postage and postal charges prepaid, and addressed to the recipient named below; or (iii) two (2) days after deposit in the United States mail in a sealed envelope, first class mail and postage City Council 21 – 339 12/6/2022
16 prepaid, and addressed to the recipient named below; or (iv) one (1) day after deposit with a known and reliable next-day document delivery service (such as Federal Express), charges prepaid and delivery scheduled next-day to the recipient named below, provided that the sending party receives a confirmation of delivery from the delivery service provider. All notices shall be addressed as follows:

If to City: City of Santa Ana
Community Development Agency
20 Civic Center Plaza (M-26)
P.0. Box 1988
Santa Ana, California 92702
Attention: Housing Manager
With a copy to: Office of the City Attorney
City of Santa Ana
20 Civic Center Plaza, 7th Floor (M-29)
Santa Ana, California 92702
If to Developer: Warmington Residential California, Inc. 3090 Pullman Street
Costa Mesa, California 92626

9.3.2 Change of Address. Either Party may, by notice given at any time, require subsequent notices to be given to another person or entity, whether a party or an officer or representative of a Party, or to a different address, or both. Notices given before actual receipt of notice of change shall not be invalidated by the change.

9.4 Severability. If any term, provision, covenant or condition of this Agreement shall be determined invalid, void or unenforceable, the remainder of this Agreement shall not be affected thereby to the extent such remaining provisions are not rendered impractical to perform, taking into consideration the purposes of this Agreement.

9.5 Interpretation and Governing Law. This Agreement and any dispute hereunder shall be governed and interpreted in accordance with the laws of the State of California without regard to conflict of law principles. This Agreement shall be construed as a whole according to its fair language and common meaning to achieve the objectives and purposes of the Parties hereto, and the rule of construction to the effect that ambiguities are to be resolved against the drafting Party shall not be employed in interpreting this Agreement, all Parties having been represented by counsel in the negotiation and preparation hereof.

9.6 Section Headings. All section headings and subheadings are inserted for convenience only and shall not affect any construction or interpretation of this Agreement.

City Council 21 – 340 12/6/2022
17 9.7 Singular and Plural. As used herein, the singular of any word includes the plural, and vice versa, as context so dictates. Masculine, feminine, and neuter forms of any word include the other as context so dictates.

9.8 Joint and Several Obligations. If at any time during the term of this Agreement the Property and/or Project is owned, in whole or in part, by more than one Developer, all obligations of such Developer under this Agreement shall be joint and several, and the default of any such Developer shall be the default of all such Developers.

9.9 Time of Essence. Time is of the essence in the performance of the provisions of this Agreement as to which time is an element.

9.10 Computation of Days. Unless otherwise specified in this Agreement or any Exhibit attached hereto, use of the term "days" shall mean calendar days. For purposes of this Agreement and all Exhibits attached hereto, "business days" shall mean every day of the week except Saturdays, Sundays, official State holidays as recognized in Government Code Section 19853(a) or successor statute, and any days in which Santa Ana City Hall is closed for business.

9.11 Waiver. Failure by a Party to insist upon the strict performance of any of the provisions of this Agreement by the other Party, or the failure by a Party to exercise its rights upon the default of the other Party, shall not constitute a waiver of such Party's right to insist and demand strict compliance by the other Party with the terms of this Agreement thereafter.

9.12 Non-Discrimination. In performing its obligations under this Agreement, Developer shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other related activities. Developer affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations.

9.13 Third Party Beneficiaries. No person or entity, other than City and Developer shall have any right of action based upon any provision of this Agreement.

9.14 Force Majeure. Neither Party shall be deemed to be in default where failure or delay in performance of any of its obligations under this Agreement is caused by floods, earthquakes, other Acts of God, fires, epidemics or pandemics as declared by federal, state, or local emergency resolution, wars, riots or similar hostilities, strikes and other labor difficulties beyond the Party's control (including the Party's employment force), court actions (such as restraining orders or injunctions), or other causes reasonably beyond the Party's control, including delays by any governmental entity (although the City may not benefit from this provision for a delay that results from City's failure to perform its obligations under this Agreement), or an insurance company of either party. If any such events shall occur, the term of this Agreement and the time for performance by either Party of any of its obligations hereunder may be extended by the written agreement of the Parties for the period of time that such events prevented such performance.

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18 9.15 Mutual Covenants. The covenants contained herein are mutual covenants and also constitute conditions to the concurrent or subsequent performance by the Party benefited thereby of the covenants to be performed hereunder by such benefited Party.

9.16 Successors in Interest. The burdens of this Agreement shall be binding upon, and the benefits of this Agreement shall inure to, all permitted successors in interest to the Parties to this Agreement. All provisions of this Agreement shall be enforceable as equitable servitudes and constitute covenants running with the land. Each covenant to do or refrain from doing some act hereunder with regard to development of the Property: (a) is for the benefit of and is a burden upon every portion of the Property; (b) runs with the Property and each portion thereof; and (c) is binding upon each Party and each successor in interest approved pursuant to this Agreement during ownership of the Property or any portion thereof.

9.17 Counterparts. This Agreement may be executed by the Parties in counterparts, which counterparts shall be construed together and have the same effect as if all of the Parties had executed the same instrument.

9.18 Jurisdiction and Venue. Any action at law or in equity under this Agreement or brought by a Party hereto for the purpose of enforcing, construing or determining the validity of any provision of this Agreement shall be filed and tried in the Superior Court of the County of Orange, State of California, and the Parties hereto waive all provisions of law providing for the filing, removal or change of venue to any other court.

9.19 Project as a Private Undertaking. It is specifically understood and agreed by and between the Parties hereto that the development of the Project is a private development, that neither Party is acting as the agent of the other in any respect hereunder, and that each Party is an independent contracting entity with respect to the terms, covenants and conditions contained in this Agreement. No partnership, joint venture or other association of any kind is formed by this Agreement. The only relationship between City and Developer is that of a government entity regulating the development of private property and the developer of such property.

9.20 Further Actions and Instruments. Each of the Parties shall cooperate with and provide reasonable assistance to the other to the extent contemplated hereunder in the performance of all obligations under this Agreement and the satisfaction of the conditions of this Agreement.

Upon the request of either Party at any time, the other Party shall promptly execute, with acknowledgment or affidavit if reasonably required, and file or record such required instruments and writings and take any actions as may be reasonably necessary under the terms of this Agreement to carry out the intent and to fulfill the provisions of this Agreement or to evidence or consummate the transactions contemplated by this Agreement. City hereby authorizes City Manager to take such other actions and negotiate and execute any additional agreements as may be necessary or proper to fulfill the City's obligations under this Agreement. The City Manager may delegate her or his powers and duties under this Agreement to an authorized management level employee of the City.

9.21 Estoppel Certificate. Within ten (10) business days following a written request by any of the Parties, the other Party shall execute and deliver to the requesting Party a statement City Council 21 – 342 12/6/2022
19 certifying that (i) either this Agreement is unmodified and in full force and effect or there have been specified (date and nature) modifications to the Agreement, but it remains in full force and effect as modified; and (ii) either there are no known current uncured defaults under this Agreement or that the responding Party alleges that specified (date and nature) defaults exist. The statement shall also provide any other reasonable information requested. The failure to timely deliver this statement shall constitute a conclusive presumption that this Agreement is in full force and effect without modification, except as may be represented by the requesting Party, and that there are no uncured defaults in the performance of the requesting Party, except as may be represented by the requesting Party.

9.22 No Subordination; Mortgagee Protection; Covenants Do Not Impair Liens. City's approval of the necessary land use entitlements that authorize Developer to develop, operate, and maintain the Project or to cause the development of the Project was based upon Developer's obligation to provide the Affordable Units pursuant to the State Density Bonus Law, City Density Bonus for Affordable Housing, and the terms and conditions of this Agreement. For the Term of the Density Bonus Housing Agreement, this Agreement shall have priority over any and all mortgages, deeds of trust, and other similar forms of secured financing recorded against the Property or any portion thereof. Developer expressly understands and acknowledges that state law requires preservation of affordability covenants in connection with the approval of this density bonus project. This Agreement shall not prevent or limit Developer, in Developer’s reasonable discretion, from encumbering the Property or any portion thereof of or any improvement thereon by any mortgage, deed of trust or other security device securing financing with respect to the Property or Project and such action shall not constitute an assignment of this Agreement. No violation or breach of covenants, conditions, restrictions, provisions, or limitations contained in this Agreement shall defeat or render invalid or diminish or in any way impair the lien or charge of any mortgage or deed of trust or security instrument.

9.23 Attorneys' Fees and Costs. If either Party to this Agreement commences an action against the other Party to this Agreement arising out of or in connection with this Agreement, the prevailing Party shall be entitled to recover reasonable attorneys' fees, expert witness fees, costs of investigation, and costs of suit from the losing Party.

9.24 Authority to Execute. The person or persons executing this Agreement on behalf of each Party warrants and represents that he or she/they have the authority to execute this Agreement on behalf of his or her/their corporation, partnership or business entity and warrants and represents that he or she/they has/have the authority to bind the Party to the performance of its obligations hereunder.
{Signatures on following page}
City Council 21 – 343 12/6/2022
20 IN WITNESS WHEREOF, the parties hereto have caused this Density Bonus Housing Agreement to be executed on the date set forth at the beginning of this Agreement.

ATTEST: CITY OF SANTA ANA
___________________________ _______________________
Kristine Ridge
Clerk of the Council City Manager

APPROVED AS TO FORM
Sonia R. Carvalho
City Attorney
___________________________
By: Ryan O. Hodge
Assistant City Attorney
RECOMMENDED FOR APPROVAL:
______________________________
Steven A. Mendoza
Executive Director
Community Development Agency

ORANGE COUNTY ELECTRICAL JOINT APPRENTICESHIP TRUST
By execution below, Property Owner consents to the recordation of this Agreement against its fee interest in the Property:

Wesley T. Geller, trustee of the Orange County Electrical Joint Apprenticeship Trust By:_________________________
City Council 21 – 344 12/6/2022
 
City Council 21 – 34512/6/2022 
21 EXHIBIT A

LEGAL DESCRIPTION OF THE PROPERTY

REAL PROPERTY IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:

THAT PORTION OF LOT "I" OF THE STAFFORD AND TUSTIN TRACT, AS SHOWN ON A MAP RECORDED IN BOOK 2, PAGES 618 AND 619 OF MISCELLANEOUS RECORDS OF LOS ANGELES COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT IN THE WESTERLY LINE OF LOT "I" OF THE "STAFFORD AND TUSTIN TRACT" AS SHOWN ON A MAP RECORDED IN BOOK 2, PAGE 618 OF

MISCELLANEOUS RECORDS OF LOS ANGELES COUNTY, CALIFORNIA, SAID POINT BEING 862.54 FEET SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT "I",

BEING ALSO THE SOUTHWEST CORNER OF THE TRACT CONVEYED TO PACIFIC ELECTRIC RAILWAY COMPANY BY DEED RECORDED JANUARY 29, 1918 IN BOOK 317, PAGE 340 OF DEEDS; RUNNING THENCE EAST ALONG THE SOUTH LINE OF SAID TRACT CONVEYED TO THE PACIFIC ELECTRIC RAILWAY COMPANY, 398.43 FEET,

MORE OR LESS, TO THE SOUTHEAST CORNER THEREOF, SAID POINT BEING ALSO IN THE EAST LINE OF LANDS CONVEYED TO J. J. VAN WYK BY DEED RECORDED APRIL 28, 1916 IN BOOK 273, PAGE 137 OF DEEDS; RUNNING THENCE SOUTH ALONG SAID EAST LINE, 246.275 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID TRACT CONVEYED TO J. J. VAN WYK; THENCE WEST 398.43 FEET TO THE SOUTHWEST CORNER OF SAID TRACT CONVEYED TO J. J. VAN WYK; THENCE NORTH 247.085 FEET, MORE OR LESS, TO THE POINT OF BEGINNING.

EXCEPTING THEREFROM, THAT PORTION OF SAID LOT "I" AS DESCRIBED IN DEED TO THE CITY OF SANTA ANA, RECORDED SEPTEMBER 28, 1971 IN BOOK 9822, PAGE 341 OF OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA.

APN: 402-061-03
City Council 21 – 346 12/6/2022
EXHIBIT “B”
Income Verification Form Page 1
Santa Ana, California

INCOME VERIFICATION FORM
Inclusionary Unit Address: ________________________________________________________________ Head of Household (Print Name):

Current Address (if
different from above):

Telephone Number: Home: Work: Cell:

Email address:

Date of Birth: Social Security # or TIN:

Household Composition
List All Household Members Living in the Inclusionary Unit Name Sex Age
Dependent
(Y/N)
Social Security #
or Taxpayer ID #
List additional household members on a separate sheet of paper.

City Council 21 – 347 12/6/2022
EXHIBIT “B”
Income Verification Form Page 2
Santa Ana, California

INCOME VERIFICATION FORM
Monthly Gross Income *
List All Sources of Income of All Household Members Living in the Inclusionary Unit Part 1: Earned Income
Head of
Household
Other
Household
Members Total

1. Gross wages, before payroll deductions and
including overtime pay, commissions, fees, tips
and bonuses.
$ $ $

2. Net income from self employment, independent
contractor work or a business.
$ $ $

3. Social security and any payments from annuities,
insurance policies, pension/retirement funds,
disability or death benefits received periodically.
$ $ $

4. Payment in lieu of earnings, such as
unemployment, disability compensation, worker’s
compensation and severance pay.
$ $ $

5. Public assistance, welfare payments $ $ $

6. Alimony, child support, other periodic allowances $ $ $

7. Regular pay, special pay and allowances of
members of the Armed Forces
$ $ $

8. Other $ $ $
Subtotal: Monthly Earned Income $
Total Monthly Earned Income x 12 = $_______________ Total Annual Household Gross Earned Income City Council 21 – 348 12/6/2022
EXHIBIT “B”
Income Verification Form Page 3
Santa Ana, California

INCOME VERIFICATION FORM
Monthly Gross Income *
List All Sources of Income of All Household Members Living in the Inclusionary Unit Part 2: Investment Income
Head of
Household
Other Adult
Household
Members
Total
Household
Investment
Income

1. Interest paid on Bank and Savings accounts $ $ $

2. Dividends and other payments from stocks and
bonds
$ $ $

3. Income from real property (i.e. rental property) $ $ $

4. Other (describe) $ $ $
Subtotal: Monthly Investment Income: $
Total Monthly Investment Income x 12 = $_______________ Total Annual Household Investment Income *Note: The following items are not considered income: casual or sporadic gifts; amounts specifically for or in reimbursement of medical expenses; lump sum payments such as inheritances, insurance payments, capital gains and settlement for personal or property losses; educational scholarships paid directly to the student or educational institution; special pay to a serviceman head of family away from home and under hostile fire; relocation payments under federal, state or local law; foster child care payments; value of coupon allotments for purpose of food under Food Stamp Act of 1964 which is in excess of amount actually charged the eligible household; payments received pursuant to participation in the following programs: VISTA, Service Learning Programs, and Special Volunteer Programs, SCORE, ACE, Retired Senior Volunteer Program, Foster Grandparent Program, Older American Community Services Program, and National Volunteer Program to Assist Small Business Experience.

City Council 21 – 349 12/6/2022
EXHIBIT “B”
Income Verification Form Page 4
Santa Ana, California

INCOME VERIFICATION FORM
Assets **
List the Current Value of All Assets of All Household Members Living in the Inclusionary Unit If the Asset generates income, that income must be specified In Part 2 above Head of
Household
Other Adult
Household
Members Total Value of
Value Value Assets

1. Bank and Savings accounts $ $ $

2. Stocks and bonds $ $ $

3. Real property (i.e. rental property) $ $ $

4. Other (describe) $ $ $
Total Asset Value $______________________
**Note: Necessary items, such as furniture and automobiles, used for personal use are excluded from household assets. Collections of items for hobby, investment or business purposes must be included in household assets. If the total value of household assets exceeds $5,000, the calculation of the household’s annual income shall include the greater of the actual amount of income, if any, derived from all of the household assets; or 10% of the total value of the assets.

City Council 21 – 350 12/6/2022
EXHIBIT “B”
Income Verification Form Page 5
Santa Ana, California

INCOME VERIFICATION FORM
If the total asset value exceeds $5,000, perform the calculations in the following table. If the total asset value is less than $5,000, the amount of investment income to be included in annual household income is $0.

Calculation of Investment Income to be Included in Annual Household Income

1. Total Annual Household Investment Income $

2. Total Asset Value $ x 10% $
The Greater of #1 or #2 = Investment Income to be Included in Annual Household Income $___________ Calculation of the Household’s Total Annual Income
Total Annual Household Gross Earned Income $
Total Investment Income to be Included in Annual Household Income $ Total Household Income $
Documentation
Attach True Copies of the Relevant Documents Listed Below Paycheck stubs from three most recent
pay periods Bank/Savings account verification
Employment verification Self-employment verification
Three years Income tax returns for Title
Holders Unemployment verification
Social security verification Welfare verification
Alimony/child support verification Disability income verification Other (Describe)
City Council 21 – 351 12/6/2022
EXHIBIT “B”
Affidavit Page 6
Santa Ana, California

AFFIDAVIT
This Affidavit is made with the knowledge that it will be relied upon by _____________ and the City of Santa Ana to determine maximum income for eligibility to purchase the Inclusionary Unit listed above. (I/we) warrant that all information set forth in this document is true, correct and complete and based upon information (I/we) deem reliable and based upon such investigation as (I/we) deemed necessary. (I/We) acknowledge that (I/we) have been advised that the making of any misrepresentation or misstatement in this affidavit will constitute a material breach of (my/our) purchase agreement and will additionally enable the seller to terminate the purchase contract and sell the Inclusionary Unit to another party. (I/We) do hereby swear under penalty of perjury that the foregoing statements are true and correct and that this affidavit has been executed as of the date specified below by each adult member of the household which intends to occupy an Inclusionary Unit located at ______________________ ,Santa Ana, California.

Signature Date
Printed Name
Executed at __________________________________, Santa Ana, California Signature Date
Printed Name
Executed at __________________________________, Santa Ana, California City Council 21 – 352 12/6/2022
EXHIBIT “C”
1 RECORDING REQUESTED BY, )
AND WHEN RECORDED MAIL TO: )
)
)
City of Santa Ana )
20 Civic Center Plaza, 6th Floor )
Santa Ana, California 92702 )
Attn: Executive Director )
This document is exempt from
payment of a recording fee
pursuant to Government Code
Sections 27383 and 6103.

NOTICE OF AFFORDABILITY RESTRICTIONS ON

TRANSFER OF PROPERTY
This Notice of Affordability Restrictions on Transfer of Property (or “Notice of Affordability Restrictions”) is executed and recorded pursuant to Section 65915 of the California Government Code, and affects that certain real property generally located at __________________ in the City of Santa Ana, California, as legally described in Exhibit A hereto (“Property”). The City of Santa Ana, a charter city and municipal corporation of the State of California (referred to herein as “City”), and Warmington Residential California, Inc. (“Developer/Property Owner”) have entered into that certain Density Bonus Housing Agreement dated as of November 15th, 2022 (“Density Bonus Housing Agreement”).

1. The Density Bonus Housing Agreement provides for affordability restrictions and restrictions on the Property, as more particularly set forth in the Density Bonus Housing Agreement. A copy of the Density Bonus Housing Agreement is on file with City as a public record and is deemed incorporated herein.

Reference is made to the Density Bonus Housing Agreement with regard to the complete text of the provisions of such agreement and all defined terms therein, which provides for affordability restrictions and restrictions on the transfer of the Property.

2. For a period commencing upon the date on which a deed conveying the Affordable Unit to a member of the homebuying public is recorded and terminating on the fifty-fifth (55th) anniversary thereof, the Property may only be transferred to City Council 21 – 353 12/6/2022
EXHIBIT “C”
2 another eligible, qualified Low Income Household at an Affordable Housing Cost; such restrictions are set forth at greater length in the Density Bonus Housing Agreement.

3. Section 4.12 of the Density Bonus Housing Agreement provides as follows:
“Notice of Affordability Restrictions on Transfer of Property. In the event of the sale or resale of an Affordable Unit during the Total Affordability Term, the City and the transferor shall execute and deposit into escrow, or record against the Affordable Unit, a Notice of Affordability Restrictions on Transfer of the Property as contained herein (Exhibit C). The sale or transfer of the Property, shall not be effective unless and until the City and the transferee execute the documents necessary to transfer the Density Bonus Agreement obligations from the transferor to the transferee.”
In the event that Developer/Property Owner desires to Transfer the Property during the Total Affordability Term, prior to the Transfer the owner shall notify City by delivering a Notice of Intent to Transfer to City, which shall indicate the identity of the proposed Transferee who desires to purchase the Property, whether the purchaser is a Low Income Household, and whether the sales price is at an Affordable Housing Cost. In addition to Homebuyer’s and the proposed Transferee’s delivery of the Notice of Intent to Transfer, the following procedure shall apply:
a. Notice to City. Developer/Property Owner shall send the Notice of Intent to Transfer to City at the address set forth in Section 9.3.1 of the Density Bonus Housing Agreement.
b. Qualification of Proposed Transferee. The proposed
Transferee shall provide the City with sufficient information in the form provided by City including without limitation, a certification as to the income and family size of the proposed Transferee, for City to determine if the proposed Transferee is a Low Income Household, and the purchase price is at an Affordable Housing Cost. c. Certificates from Parties. Developer/Property Owner and proposed Transferee each shall certify in writing, in a form acceptable to City, that the Transfer shall be closed in accordance with, and only with, the terms of the sales contract and other documents submitted to and approved by City and that all consideration delivered by the proposed Transferee to owner has been fully disclosed to the City. The written certificate shall also include a provision that in City Council 21 – 354 12/6/2022
EXHIBIT “C”
3 the event a Transfer is made in violation of the terms of this Restriction or false or misleading statements are made in any documents or certificate submitted to City for its approval of the Transfer, City shall have the right to file an action at law or in equity to make the parties terminate and/or rescind the sales contract and/or declare the sale void notwithstanding the fact that the Transfer may have closed and become final as between Developer/Property Owner and Transferee. d. Written Consent of City Required Before Transfer. During the Total Affordability Term, the Property, and any interest therein, shall not be conveyed by any Transfer except with the express written consent of the City, which consent shall be given only if the Transfer is in accordance with the provisions of this Restriction. This provision shall not prohibit the encumbering of title for the sole purpose of securing financing of the purchase price of the Property. e. Notice of Prohibited Transfer. Within twenty (20) days after receiving notification of a proposed Transfer in accordance with Section 3.a., the City shall determine and give notice to Developer/Property Owner as to whether the proposed Transfer is a Permitted Transfer or Prohibited Transfer. In the event that the proposed Transfer is a Prohibited Transfer, such notice to Developer/Property Owner shall specify the nature of the Prohibited Transfer. If the violation is not corrected to the satisfaction of the City within ten (10) days after the date of the notice, or within such further time as the City determines is necessary to correct the violation, the City may declare a Default under this Restriction. Upon the declaration of a Default, the City may apply to a court of competent jurisdiction for specific performance of this Restriction, for an injunction prohibiting a proposed sale or Transfer in violation of this Restriction, for a declaration that the Prohibited Transfer is void, or for any such other relief as may be appropriate. f. Delivery of Documents. Upon the close of the proposed Transfer, Developer/Property Owner and Transferee, as applicable, shall provide the City with a copy of the final sales contract, settlement statement, escrow instructions, all certificates required by this Section 3 and any other documents the City may request.

4. The restrictions contained in the Density Bonus Housing Agreement commence upon the date on which the Affordable Unit is conveyed to the first member of the homebuying public and terminate on the fifty-fifth (55th) anniversary thereof.

5. The commonly known addresses for the Property is
___________________________.

City Council 21 – 355 12/6/2022
EXHIBIT “C”
4 6. The assessor’s parcel numbers for the Property is ________________.

7. The legal description of the Property is attached hereto as Attachment No. 1 and is incorporated herein by reference.

8. The Density Bonus Housing Agreement, which includes the affordability restrictions referenced above, was recorded in the Office of the Orange County Recorder on (Number ).

9. The Density Bonus Housing Agreement remains in full force and effect and is not amended or altered in any manner whatsoever by this Notice of Affordability Restrictions.

10. Capitalized terms shall have the meaning established under the Density Bonus Housing Agreement (including all Attachments thereto) excepting only to the extent as otherwise expressly provided under this Notice of Affordability Restrictions.

11. Persons having questions regarding this Notice of Affordability Restrictions, the Density Bonus Housing Agreement or the Attachments thereto should contact the City at its offices (20 Civic Center Plaza, Santa Ana, California 92701, or such other address as may be designated by the City from time to time).

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EXHIBIT “C”
5 DEVELOPER/ PROPERTY OWNER:

By:

Printed Name:

THE CITY OF SANTA ANA,
By:________________________________
Executive Director
ATTEST:
______________________________
APPROVED AS TO FORM:

SONIA R. CARVALHO, City Attorney
By: ________________________
Ryan O. Hodge
Assistant City Attorney
Dated:

City Council 21 – 357 12/6/2022
EXHIBIT “C”
6 [Attach pro forma legal description for condominium. Example below.] PARCEL NO. 1
Unit _____ (the “Unit”), as shown on the Condominium Plan (“Plan”) Recorded on _________________, as Instrument No. _________________________, in Official Records of Orange County, California (“Official Records”), consisting of a portion of Lot 1 of Tract No. ______ (“Map”), filed in Book _____, Pages ___ to ___ of Miscellaneous Maps, in the Office of the Orange County Recorder.

RESERVING THEREFROM, for the benefit of Grantor, its successors in interest and its assignees, easements for access, encroachment, maintenance, drainage and support, and for other purposes, all as described in the Declaration of Covenants, Conditions and Restrictions and Reservation of Easements for ___________________Condominium Association, recorded on _________________________, as Instrument No. ____________________________ (as amended or restated, the “Declaration”), in Official Records of Orange County, California. Terms not defined in this Grant Deed shall have the meanings given to them in the Declaration and Supplemental Declaration.

PARCEL NO. 2
An undivided one-____ (1/__) fee simple interest as a tenant in common in and to the common area described in the Plan.

PARCEL NO. 3
Nonexclusive easements for access, drainage, support, encroachment, maintenance and repair, and for other purposes, all as may be shown on the Map and as described in the Declaration.

SUBJECT TO:

1. Nondelinquent general and special real property taxes and public and private assessments;

2. All covenants, conditions, restrictions, easements, reservations, rights, rights-of-way and other matters, including the Declaration;

3. All (a) matters discoverable or ascertainable by inspection or survey of the Unit, (b) zoning ordinances and regulations and other laws, ordinances or governmental regulations restricting the use, occupancy or enjoyment of the Unit, and (c) t other matters already permitted or approved by Grantee.

NOTICE: THE UNIT ON THIS PROPERTY IS REQUIRED TO BE SOLD TO A LOW

INCOME HOUSEHOLD PURSUANT TO THE DENSITY BONUS AGREEMENT WITH THE CITY OF SANTA ANA. FOR MORE INFORMATION, SEE THE DENSITY BONUS City Council 21 – 358 12/6/2022
EXHIBIT “C”
7 AGREEMENT. THE RESTRICTIONS SET FORTH IN SUCH AGREEMENT BIND ALL SUCCESSIVE OWNERS OF THIS PROPERTY.

City Council 21 – 359 12/6/2022

CITY OF SANTA ANA
Planning and Building Agency
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org/pba

NOTICE OF PUBLIC HEARING

BEFORE THE SANTA ANA PLANNING COMMISSION
The City of Santa Ana encourages the public to participate in the decision-making process. This notice is being sent to those who live or own property within 1000 feet of the project site or who have expressed an interest in the proposed action. We encourage you to contact us prior to the Public Hearing if you have any questions.

Planning Commission Action: The Planning Commission will hold a Public Hearing to receive public testimony, and will take action on the item described below. Decision on this matter will be final unless appealed within 10 calendar days of the decision by any interested party or group.

Project Location: 717 S. Lyon Street – Ward 3
Project Applicant: Greg Ocasek, representing Warmington Residential California, Inc. (Applicant), on behalf of OC Electrical Joint Apprenticeship Trust (Property Owner).

Proposed Project: Applicant is requesting approval of Density Bonus Agreement No. 2022-03 and Vesting Tentative Tract Map No. 2022-03 (County Map No. 19195) to allow the construction of a residential townhouse development, consisting of 51 townhouse units with eight units proposed as affordable to low-income households. The project has been submitted pursuant to Senate Bill No. 330/the Housing Crisis Act (Government Code Section 65941.1) Environmental Impact: In accordance with the California Environmental Quality Act (CEQA), the recommended action is exempt from further review under Section 15195 (Residential Infill Exemption), as this project meets all the threshold criteria set forth in Section 15192 (Threshold Requirements for Exemptions). Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will be filed for this project.

Meeting Details: This matter will be heard on Monday, September 26, 2022 at 5:30 p.m. in the City Council Chambers, 22 Civic Center Plaza, Santa Ana, CA 92701. Members of the public may attend this meeting in-person or join via Zoom. For the most up to date information on how to participate virtually in this meeting, please visit www.santa-ana.org/pb/meeting-participation.

Written Comments: If you are unable to participate in the meeting, you may send written comments by e-mail to [email protected] (reference the Agenda Item # in the subject line) or mail to Chelsea Shafer, Acting Recording Secretary, City of Santa Ana, 20 Civic Center Plaza – M20, Santa Ana, CA 92701. Deadline to submit written comments is 4:00 p.m. on the day of the meeting.

Comments received after the deadline may not be distributed to the Commission but will be made part of the record.

Where To Get More Information: Additional details regarding the proposed action(s), including the full text of the discretionary item, may be found on the City website 72 hours prior to the public hearing at:
https://santa-ana.primegov.com/public/portal.

Cit\ CoXncil 21 – 0 122022
Who To Contact For Questions: Should you have any questions, please contact Pedro Gomez with the Planning and Building Agency at [email protected] or 714-667-2790.

Note: If you challenge the decision on the above matter, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the Planning Commission or City Council of the City of Santa Ana at, or prior to, the public hearing.

Si tiene preguntas en español, favor de llamar a Kelly Arcadio-Tajonar (714) 667-5881.

Nếu cần liên lạc bằng tiếng Việt, xin điện thoại cho Tony Lai số (714) 565-2627.

Publish: OC Reporter
Date: September 14, 2022
1000’ RADIUS NOTIFICATION MAP
City Council 21 – 361 12/6/2022

O R A N G E C O U N T Y R E P O R T E R
OR#
~SINCE 1921~
To the right is a copy of the notice you sent to us for publication in the ORANGE COUNTY REPORTER. Thank you for using our newspaper. Please read this notice carefully and call us with any corrections. The Proof of Publication will be filed with the County Clerk, if required, and mailed to you after the last date below. Publication date(s) for this notice is (are):

Daily Journal Corporation
Serving your legal advertising needs throughout California.

Mailing Address : 600 W SANTA ANA BLVD, SANTA ANA, CA 92701 Telephone (714) 543-2027 / Fax (714) 542-6841
Visit us @ www.LegalAdstore.com
Kelly Arcadio

CITY OF SANTA ANA/PLANNING & BUILDING
20 CIVIC CENTER PLAZA 2ND FLR
SANTA ANA, CA 92702

GPN GOVT PUBLIC NOTICE
717 South Lyon Street
09/14/2022
Publication
Total
$124.00
$124.00
ORANGE COUNTY REPORTER, SANTA ANA (714) 543-2027
BUSINESS JOURNAL, RIVERSIDE (951) 784-0111
DAILY COMMERCE, LOS ANGELES (213) 229-5300
LOS ANGELES DAILY JOURNAL, LOS ANGELES (213) 229-5300
SAN FRANCISCO DAILY JOURNAL, SAN FRANCISCO (800) 640-4829 SAN JOSE POST-RECORD, SAN JOSE (408) 287-4866
THE DAILY RECORDER, SACRAMENTO (916) 444-2355
THE DAILY TRANSCRIPT, SAN DIEGO (619) 232-3486
THE INTER-CITY EXPRESS, OAKLAND (510) 272-4747
Notice Type:

Ad Description

COPY OF NOTICE
3624774
!A000006116654!
The charge(s) for this order is as follows. An invoice will be sent after the last date of publication. If you prepaid this order in full, you will not receive an invoice.

NOTICE OF PUBLIC HEARING

BEFORE THE SANTA ANA PLANNING

COMMISSION
The City of Santa Ana encourages the
public to participate in the decisionmaking process. We encourage you to contact us prior to the Public Hearing if
you have any questions .

Planning Commission Action: The
Planning Commission will hold a Public
Hearing to receive public testimony, and
will take action on the item described
below. Decision on this matter will be final
unless appealed within 10 calendar days
of the decision by any interested party or
group.

Project Location: 717 S. Lyon Street –
Ward 3
Project Applicant: Greg Ocasek,
representing Warmington Residential
California, Inc. (Applicant), on behalf of
OC Electrical Joint Apprenticeship Trust
(Property Owner).

Proposed Project: Applicant is
requesting approval of Density Bonus
Agreement No. 2022-03 and Vesting
Tentative Tract Map No. 2022-03 (County
Map No. 19195) to allow the construction
of a residential townhouse development,
consisting of 51 townhouse units with
eight units proposed as affordable to lowincome households. The project has been submitted pursuant to Senate Bill No.
330/the Housing Crisis Act (Government
Code Section 65941.1)
Environmental Impact: In accordance
with the California Environmental Quality
Act (CEQA), the recommended action is
exempt from further review under Section
15195 (Residential Infill Exemption), as
this project meets all the threshold criteria set forth in Section 15192 (Threshold Requirements for Exemptions). Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-08 will be filed for this project. Meeting Details: This matter will be heard on Monday, September 26, 2022 at 5:30 p.m. in the City Council Chambers, 22 Civic Center Plaza, Santa Ana, CA 92701. Members of the public may attend this meeting in-person or join via Zoom. For the most up to date information on how to participate virtually in this meeting, please visit www.santaana.org/pb/meeting-participation. Written Comments: If you are unable to participate in the meeting, you may send written comments by e-mail to [email protected] (reference the Agenda Item # in the subject line) or mail to Chelsea Shafer, Acting Recording Secretary, City of Santa Ana, 20 Civic Center Plaza – M20, Santa Ana, CA 92701. Deadline to submit written comments is 4:00 p.m. on the day of the meeting. Comments received after the deadline may not be distributed to the Commission but will be made part of the record. Where To Get More Information: Additional details regarding the proposed action(s), including the full text of the discretionary item, may be found on the City website 72 hours prior to the public hearing at: https://santa- ana.primegov.com/public/portal. Who To Contact For Questions: Should you have any questions, please contact Pedro Gomez with the Planning and Building Agency at Pgomez@santa- ana.org or 714-667-2790. Note: If you challenge the decision on the above matter, you may be limited to raising only those issues you or someone
else raised at the public hearing
described in this notice, or in written
correspondence delivered to the Planning
Commission or City Council of the City of
Santa Ana at, or prior to, the public
hearing.

Si tiene preguntas en español, favor de
llamar a Kelly Arcadio-Tajonar (714)
667-5881.

N  u c  n liên l  c b  ng ti  ng Vi  t,
xin i  n tho  i cho Tony Lai s  (714)
565-2627.
9/14/22
OR-3624774#
City Council 21 – 362 12/6/2022
On-Site Posting – 717 S. Lyon Street – September 15, 2022 City Council 21 – 363 12/6/2022
On-Site Posting – 717 S. Lyon Street – September 15, 2022 City Council 21 – 364 12/6/2022
Planning and Building Agency
santa-ana.org/departments/planning-and-building/
Item # 22
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
December 6, 2022
TOPIC: First One-Year Extension for Variance Nos. 2017-05 and 2017-06 for the Madison Mixed-Use Development Project Entitled at 200 N Cabrillo Park Drive AGENDA TITLE:

First One-year Extension of Variance No. 2017-05 and Variance No. 2017-06 for the Madison Mixed-Use Development Project Located at 200 North Cabrillo Park Drive

RECOMMENDED ACTION
Adopt a resolution approving a one-year extension of Variance No. 2017-05 and Variance No. 2017-06.

DISCUSSION
On June 5, 2018, the City Council approved Appeal No. 2017-05, reversing the Planning Commission’s decision to deny Site Plan Review No. 2016-03, Variance No. 2017-05, and Variance No. 2017-06 for a reduction in parking and increased side yard setback, which facilitated the construction of a seven-story mixed-use development project with up to 260 units for the property located at 200 North Cabrillo Park Drive.

Pursuant to Section 41-647 of the Santa Ana Municipal Code (SAMC), entitlements such as variances automatically become void should the property owner fail to institute an action to comply with the provisions of the entitlements within two years of its approval. This section also allows the property owner to request an extension of the entitlement up to a period of three years from the date of the expiration.

The subject entitlements were in effect until June 5, 2020; however, due to difficulties stemming from the COVID-19 global pandemic, which affected the development industry worldwide, the applicant experienced delays in moving the project forward and constructing the new mixed-use development. During this time, a state of local emergency stemming from the COVID-19 pandemic was declared, which provided relief to residential developers by extending approvals of residential entitlements to December 31, 2022.

The applicant submitted construction drawings for plan check on August 14, 2022.

Permits have not yet been issued; as a result, the applicant is requesting a one-year extension of the variances to ensure the entitlements remain valid by the time permits City Council 22 – 1 12/6/2022
Extension for Variance Nos. 2017-05 and 2017-06
December 6, 2022

Page 2 ends

are ready for issuance. Since the applicant is currently working with staff to complete the plan check process, the Planning Division recommends that the entitlements for the development be extended for a period of one year to December 31, 2023.

ENVIRONMENTAL IMPACT
In accordance with the California Environmental Quality Act, the approval of the time extension is exempt form CEQA per Section 15061 (b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

FISCAL IMPACT
There is no fiscal impact associated with this action.

EXHIBIT(S)

1. Resolution

2. Resolution No. 2018-038

3. Full project plans
Submitted By: Minh Thai, Executive Director of the planning and Building Agency Approved By: Kristine Ridge, City Manager
City Council 22 – 2 12/6/2022
Resolution No. 2022-XXX

Page 1 of 3 ends

RESOLUTION NO. 2022-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA APPROVING A ONE-YEAR EXTENSION OF
VARIANCE NO. 2017-05 AND VARIANCE NO. 2017-06

FOR THE MADISON MIXED-USE DEVELOPMENT TO BE
LOCATED AT 200 NORTH CABRILLO PARK DRIVE

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS FOLLOWS:

Section 1. The City Council of the City of Santa Ana hereby finds, determines and declares as follows:

A. On June 5, 2018, the City Council approved Appeal No. 2017-05, thereby reversing the Planning Commission’s decision to deny Variance No. 2017- 05 and Variance No. 2017-06 to allow the development of a seven-story, 260-unit mixed-use development at 200 North Cabrillo Park Drive.

B. Prior to the expiration of the subject entitlements, a state of local emergency was declared stemming from the COVID-19 pandemic.

Successive executive orders extended the expiration date of the project’s entitlements from June 5, 2020 to December 31, 2022.

C. Due to difficulties experienced by the development industry from the global COVID-19 pandemic, the applicant has been unable to move forward with the development and is requesting an extension for the variances. It is the Planning Division’s policy to recommend no more than one-year extensions at a time, mainly in an effort to encourage the construction of previously approved projects.

D. The applicant intends to complete the plan check process and obtain all necessary building permits for the project. The construction plans for the project have been submitted for plan check as of August 14, 2022. The applicant expects to obtain permits and start construction in early 2023.

E. Pursuant to City of Santa Ana Municipal Code Section 41-647, where construction does not commence, these types of entitlements expire after two (2) years unless the applicant applies for, and the City Council approves, an extension. Up to three extensions may be granted.

F. The applicant filed a request for the extension on September 19, 2022.

The extension request came before the City Council on December 6, 2022.

City Council 22 – 3 12/6/2022
Resolution No. 2021-XXX

Page 2 of 3 ends

G. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the extension for this project is exempt pursuant to Section 15061(b)(3). This determination has been made as it has been determined that the proposed action to extend the existing, approved entitlement does not have the potential to cause a significant effect on the environment, as the existing, approved entitlement has already been evaluated pursuant to CEQA.

Section 2. Variance No. 2017-05 and Variance No. 2017-06 are each hereby extended for a period of one (1) year until December 31, 2023. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated December 6, 2022, and exhibits attached thereto, and any public testimony, all of which are incorporated herein by this reference.

Section 3. This Resolution shall take effect immediately upon its adoption by the City Council, and the Clerk of the Council shall attest to and certify the vote adopting this Resolution.

ADOPTED this ___ day of _____________, 2022.
_______________________
Vicente Sarmiento
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:________________________
John M. Funk
Chief Assistant City Attorney
AYES: Councilmembers ___________________________________ NOES: Councilmembers ___________________________________ ABSTAIN: Councilmembers ___________________________________ NOT PRESENT: Councilmembers ___________________________________ City Council 22 – 4 12/6/2022
Resolution No. 2022-XXX

Page 3 of 3 ends

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Clerk of the Council, do hereby attest to and certify the attached Resolution No. 2022- ______ to be the original resolution adopted by the City Council of the City of Santa Ana on _______________, 2022.

Date: ____________ ________________________________
Clerk of the Council
City of Santa Ana
City Council 22 – 5 12/6/2022
City Council 22 – 6 12/6/2022
City Council 22 – 7 12/6/2022
City Council 22 – 8 12/6/2022
City Council 22 – 9 12/6/2022
City Council 22 – 10 12/6/2022
City Council 22 – 11 12/6/2022
City Council 22 – 12 12/6/2022
City Council 22 – 13 12/6/2022
City Council 22 – 14 12/6/2022
City Council 22 – 15 12/6/2022
X#.#
X
X-#
WC Water Closet
WD Wood
TYP Typical
TC Top Of Curb
TW Top Of Wall
Top of Paraphet
TG Top Of Grade
TOP
RD Roof Drain
SCH Schedule
Specification
Similar
SHT Sheet
SIM
SPEC
RM Room
REQ'D Required
STRUCTStructural
HT Height
PL Property Line
MTL
MECH Mechanical
Metal
Not To Scale
NG Natural Grade
NTS
OC On Center
LWC Light Weight Concrete
HVAC Air Conditioning
WIC Walk In Closet

GRID LINES

DETAIL REFERENCE
WINDOW
DOOR

SECTION CUT
INTERIOR ELEVATION REF.

DETAIL ENLARGEMENT REF.

DETAIL REFERENCE

REVISION NUMBER

SMOKE DETECTOR

NOTE REFERENCE
FAN

OUTLET W/GROUND-FAULT

CIRCUIT-INTERRUPTER

DUPLEX RECEPTACLE OUTLET
"HALF-HOT" OUTLET

SPLIT-WIRED RECEPTACLE

THREE-WAY SWITCH

SINGLE-POLE SWITCH

CEILING MOUNTED

JUNCTION BOX

COMPUTER DATA OUTLET

TELEVISION / CABLE OUTLET

INCANDESCENT LIGHTING

CEILING MOUNTED

INCANDESCENT LIGHTING

WALL MOUNTED

FLUORESCENT LIGHTING

CEILING RECESSED

TELEPHONE OUTLET
AL Aluminum
BLDG
BALC Balcony
Building
CONC Concrete
Double
CONT Continuous
DBL
CLR
CLO
CLG
CL Center Line
Ceiling
Closet
Clear
Down Spout
DN Down
DS
DIM Dimension
FL Floor
Face of Wall (Finish)
FOS Face of Stud
FOW
GEN
GYP Gypsum Board
General
Fire Extinguisher
FT Foot or Feet
FX
FG
FF
FD
EXT Exterior
Floor Drain
Finish Floor
Finish Grade
Fire Hose Cabinet
FH Fire Hydrant
FHC
EXIST
EQ Equal
Existing
Elevation
Electrical
DWG Drawing
ELEC
ELEV
SF Square Feet
xx
xx
SD
TV
S3
S
J
GFI
SITE

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

PROJECT

INFORMATION
.G1.01

THIS PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & LOCAL CODES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
• 2019 CALIFORNIA BUILDING CODE
• 2019 CALIFORNIA FIRE CODE
• 2019 CALIFORNIA ELECTRICAL CODE TITLE 24
• 2019 CALIFORNIA MECHANICAL CODE
• 2019 CALIFORNIA PLUMBING CODE
• 2019 GREEN BUILDING STANDARDS CODE

CONSULTANTS

PROJECT SUMMARY
THE MADISON, 200 N. CABRILLO, SANTA ANA, CA 92701

TAG DESIGN WORKS
JOHNNY LU, AIA, LEED AP, C30396
411 E. HUNTINGTON DR., SUITE 308
ARCADIA, CA 91006

STEVEN CHEN - PRINCIPAL
[email protected]
T: 626.446.5300
CIVIL
KHR

JIM KAWAMURA - PRINCIPAL
[email protected]

STRUCTURE

VCA STRUCTURAL ENGINEERS

BRETT KAUFMANN - PRINCIPAL
[email protected]
1845 W Orangewood Ave #200, Orange, CA 92868
T: (714) 978-9780
MEP

GREEN MEP
BRUCE ENTEZAM – ENGINEERING OPERATIONS OFFICER
[email protected]
20341 IRVINE AVE D3, NEWPORT BEACH, CA 92660
T: (949) 232-1919
SOIL
LEIGHTON GROUP, INC.

DJAN CHANDRA – SENIOR PRINCIPAL ENGINEER
[email protected]
17781 COWAN, IRVINE, CA 92614
T: (949) 250-1421

LANDSCAPE
TRIBUTARY LA, INC.

GLEN BROUWER - PARTNER
[email protected]
2725 JEFFERSON ST, CARLSBAD, CA 92008
T: (760) 434-9300

ACOUSTICAL

VENEKLASEN
JOHN LOVERDE – PRINCIPAL
[email protected]
1711 16TH ST, SANTA MONICA, CA 90404
T: (310) 450-1733

FIRE MASTER PLAN

YCI CODE CONSULATING
JOHN YOUNGHUSBAND – PRESIDENT
[email protected]
318 AVENUE I #466 REDONDO BEACH, CA 90277
T: (310) 844-0825

SURVEYOR

WATERPROOFING
MAXWELL BUILDING ENCLOSURE, INC.

MAX FARAJI
[email protected]
30025 ALICIA PARKWAY,
SUITE 655 LAGUNA NIGUEL, CA 92677
T: (949) 510 2292

DRY UTILITY

MORROW MANAGEMENT

DAVID WOLFF
[email protected]
1130 VIA CALLEJON, SAN CLEMENTE,
CALIFORNIA, 92673

LOW VOLTAGE
SMART SYSTEMS TECHNOLOGIES, INC.

RAUL FLORES
[email protected]
9 GOODYEAR, IRVINE, CA 92618
CELL: (949) 289-8629

ADDRESSING CONSULTANT

GANNON DESIGN

VICKI DELAWDER - PROJECT MANAGER
[email protected]
360 S. GLASSELL ST., SUITE A
ORANGE, CA 92866
(714) 473-6289 M
(714) 538-5591 O

PROJECT DESCRIPTION

ADDRESS
A.P.N.

REDEVELOPMENT PROJECT AREA

OWNER NAME

OWNER ADDRESS
OWNER PHONE #
ZONING

CONSTRUCTION TYPE

NUMBER OF STORIES
MAX. BUILDING HEIGHT ALOWED

PROPOSED BUILDING HEIGHT

HIGHTEST OCCUPIED LEVEL

FLOOR AREA TABULATION

FIRE SPRINKLERS

LOT AREA

OPEN SPACE

DENSITY
F.A.R.

OCCUPANCY

CONSTRUCITON TYPE
(CHAPTER 5)

ALLOWABLE HEIGHT & STORIES
(TABLE 504)
ALLOWABLE AREA (SECTION 506)

OCCUPANCY SEPARATION
(TABLE 508.3.3)

PARKING SPACE

PROPOSED UNIT

DEFERRED SUBMITTAL
NOTE:

THE PROJECT IS A 7-STORY MIXED USE DEVELOPMENT CONSISTING OF 260 APARTMENT UNITS WITHIN ONE 5-STORY TYPE-IIIA BUILDING, AND CONSTRUCTED OVER ONE 3-STORY TYPE-IA STRUCTURE WITH 2 LEVELS ABOVE GRADE AND ONE LEVEL BELOW GRADE. THE PROJECT PROVIDES STUDIO, 1-BEDROOM, 2-BEDROOM, AND LOFT UNITS, AS WELL AS A POOL, SPA, (2) OPEN

AIR TERRACES, FITNESS CENTER, BUSINESS CENTER, CLUB ROOM, AND PRIVATE BALCONIES IN THE TYPE IIIA STRUCTURE. THE PROJECT INCLUDES (4) LIVE/WORK UNITS, (2) SEPARATE RETAIL SPACES, A LEASING CENTER WITHIN THE TYPE IA STRUCTURE.
200 N. CABRILLO, SANTA ANA, CA 92701
400-071-03

METRO EAST MIXED USE OVERLAY ZONE

TA PARTNERS APARTMENT FUND V LLC

JEFF CARLSON - DEVELOPMENET MANAGER
16800 ASTON ST, SUITE 275
IRVINE, CA 92606
949-294-2666

MIXED USE(MU)
TYPE III-A (LEVEL 3-7), TYPE I-A (LEVEL 1-2 ABOVE GRADE & ONE LEVEL BELOW GRADE) 7 85'-0" ALLOWED (BY 2019 CBC)
84'-0"
73'-8"
SEE G3.01, G3.02
NFPA 13

2.79 ACRES (121,762 SF)

1.03 ACRES (44,977 SF)
260 UNITS / 2.79 ACRES = 93.2 DU/AC

4.1 R-2 - APARTMENT

A - AMENITIES

B - LEASING & AMENITIES

M - RETAIL
S-1 - GARAGE STORAGE & ACCESSORY SPACES
S-2 - GARAGE STORAGE & ACCESSORY SPACES
( PER CBC 2019 CHAPTER 3)
(3) STORIES TYPE lA W/ MODIFICATIONS CONCRETE/CMU/MTL FRAMING (5) STORIES TYPE lllA (OVER 3-STORIES TYPE lA) LIGHT WOOD FRAMING (1) STORY SUBTERRANEAN & (2) STORIES ABOVE GRADE PLANE FOR TYPE lA BUILDING (HORIZONTAL BUILDING SEPARATION ALLOWANCE PER SECTION 510.2 (5) STORIES & 85'-0" FOR TYPE lllA CONSTRUCTION (PER SECTION 504.3) AUTOMATIC SPRINKLER INCREASE S (TABLE 504.2)
ALLOWABLE AREA PER STORY Aa (SECTION 506.2.3 EQUATION 5-2) REFER TO FRONTAGE INREASE CALCS (SECTION 506.3)
R-2 / B 1 HOUR
R-2 / A NOT REQUIRED
R-2 / S-2 1 HOUR
S-1 / S-2 NOT REQUIRED
R-2 / M 1 HOUR
A / S-2 NOT REQUIRED
468
260

PARKING SUMMARY

VICINITY MAP

CABRILLO PARK DRIVE
SANTA
ANA

FREEWAY
E 4TH STREET
E 1 ST STREET
4/22/2022 100%DD SUBMITTAL
5/31/2022 25% CD 1st PLAN CHECK SUBMITTAL

SUBMITTAL LOG

UNIT COUNT
STUDIO 54 UNITS
x1.5% RATIO (260x1.5%)
1 BEDROOM / 1 BATH 154 UNITS
2 BEDROOM / 2 BATH (2 SPACES;TANDEM) 44 UNITS
3 BEDROOM / 3 BATH (2 SPACES;TANDEM) 4 UNITS
LIVE / WORK (2 SPACES;TANDEM) 4 UNITS
________________________________________________________________ 260 UNITS
= 390 STALLS REQUIRED
395 STALLS PROVIDED
TOTAL RESIDENTIAL UNITS: 260
RETAIL UNITS: 2 SPACES
-2,144 SF (NORTH RETAIL)
-4,248 SF (SOUTH RETAIL)
- PLUS, 4 LIVE/WORK UNITS ABOVE
PARKING/TRAFFIC STUDY:

VEHICLE PARKING
TOTAL RESIDENTIAL PARKING : 395 STALLS (1.5RATIO)
TOTAL GUEST/RETAIL PARKING: 53 STALLS (0.20RATIO)
TOTAL STALLS: 468 STALLS (1.70RATIO)
TOTAL TANDEM STALLS: 104 STALLS (00%)
TOTAL H.C. STALLS: 11 STALLS
53 STALLS x 5% 3 RETAIL/GUEST
395 STALLS x 2% 8 RESIDENTIAL
ELECTRIC VEHICLE CHARGING CALCULATION:
448 STALLS x 5% = 22.4 ~ 23 EVC STALLS REQUIRED
PROVIDE: 1 VAN ACCESSIBLE EV + 1 STD ACESSIBLE EV

PARKING SCHEDULE - RESIDENTIAL
Description Type Count
RESIDENTIAL ADA ADA Residential Garage 9'-0" X 18'-0" 9 9 RESIDENTIAL STANDARD Residential Garage 8'-6" X 18'-0" 263 263
RESIDENTIAL TANDEM Tandem Garage 8'-6" X 18'-0" 2 144
144
Grand total: 416 416

PARKING SCHEDULE -RETAIL
Description Type Count
RETAIL ADA ADA Retail Garage 9'-0" X 18'-0" 2
2 RETAIL EV Retaill EV Garage 8'-6" X 18'-0" 1
1 RETAIL STANDARD Retaill Garage 8'-6" X 18'-0" 49
49 RETAIL/GUEST VAN EV Retaill VAN EV Garage 9'-0" X 18'-0" 2 1 1 Grand total: 53 53
Date Issues / Revisions:

UNIT TYPE COUNT
1B-01 76
1B-02 31
1B-03 18
1B-04 9
1B-05 5
1B-06 5
1L-01-lower 11
2B-01 28
2B-02 10
2B-03 5
3B-01 4
LW-Lower 4
ST-01 38
ST-02 16
Grand total: 260 260

UNIT TYPE SCHEDULE
City Council 22 – 16 12/6/2022

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

SHEET INDEX
.G1.02

ARCHITECTURE SHEETS
A1.00 SITE PLAN
A2.00 FLOOR PLAN LEVEL B
A2.01 FLOOR PLAN LEVEL 1
A2.02 FLOOR PLAN LEVEL 2
A2.03 FLOOR PLAN LEVEL 3
A2.04 FLOOR PLAN LEVEL 4
A2.05 FLOOR PLAN LEVEL 5
A2.06 FLOOR PLAN LEVEL 6
A2.07 FLOOR PLAN LEVEL 7
A2.08 FLOOR PLAN MAZZ/ LOWER ROOF
A2.09 FLOOR PLAN UPPER ROOF
A2.10 LEVEL 1 SLAB PLAN
A2.11 LEVEL 3 SLAB PLAN
A2.21 FLOOR PLAN LEVEL B SEGMENT PLAN 1
A2.22 FLOOR PLAN LEVEL B SEGMENT PLAN 2
A2.23 FLOOR PLAN LEVEL B SEGMENT PLAN 3
A2.24 FLOOR PLAN LEVEL B SEGMENT PLAN 4
A2.25 FLOOR PLAN LEVEL 1 SEGMENT 1
A2.26 FLOOR PLAN LEVEL 1 SEGMENT 2
A2.27 FLOOR PLAN LEVEL 1 SEGMENT 3
A2.28 FLOOR PLAN LEVEL 1 SEGMENT 4
A2.29 FLOOR PLAN LEVEL 2 SEGMENT 1
A2.30 FLOOR PLAN LEVEL 2 SEGMENT 2
A2.31 FLOOR PLAN LEVEL 2 SEGMENT 3
A2.32 FLOOR PLAN LEVEL 2 SEGMENT 4
A2.33 FLOOR PLAN LEVEL 3 SEGMENT 1
A2.34 FLOOR PLAN LEVEL 3 SEGMENT 2
A2.35 FLOOR PLAN LEVEL 3 SEGMENT 3
A2.36 FLOOR PLAN LEVEL 3 SEGMENT 4
A2.37 FLOOR PLAN LEVEL 4 SEGMENT 1
A2.38 FLOOR PLAN LEVEL 4 SEGMENT 2
A2.39 FLOOR PLAN LEVEL 4 SEGMENT 3
A2.40 FLOOR PLAN LEVEL 4 SEGMENT 4
A2.41 FLOOR PLAN LEVEL 5 SEGMENT 1
A2.42 FLOOR PLAN LEVEL 5 SEGMENT 2
A2.43 FLOOR PLAN LEVEL 5 SEGMENT 3
A2.44 FLOOR PLAN LEVEL 5 SEGMENT 4
A2.45 FLOOR PLAN LEVEL 6 SEGMENT 1
A2.46 FLOOR PLAN LEVEL 6 SEGMENT 2
A2.47 FLOOR PLAN LEVEL 6 SEGMENT 3
A2.48 FLOOR PLAN LEVEL 6 SEGMENT 4
A2.49 FLOOR PLAN LEVEL 7 SEGMENT 1
A2.50 FLOOR PLAN LEVEL 7 SEGMENT 2
A2.51 FLOOR PLAN LEVEL 7 SEGMENT 3
A2.52 FLOOR PLAN LEVEL 7 SEGMENT 4
A2.53 FLOOR PLAN MEZZ/ UPPER ROOF SEGMENT 1
A2.54 FLOOR PLAN MEZZ/ UPPER ROOF SEGMENT 2
A2.55 FLOOR PLAN MEZZ/ UPPER ROOF SEGMENT 3
A2.56 FLOOR PLAN MEZZ/ UPPER ROOF SEGMENT 4
A2.61 REFLECTED CEILING PLAN LEVEL 1
A2.62 REFLECTED CEILING PLAN LEVEL 2
A2.63 REFLECTED CEILING PLAN LEVEL 3
A2.64 REFLECTED CEILING PLAN LEVEL 4
A2.65 REFLECTED CEILING PLAN LEVEL 5
A2.66 REFLECTED CEILING PLAN LEVEL 6
A2.67 REFLECTED CEILING PLAN LEVEL 7
A3.01 EXTERIOR ELEVATIONS
A3.02 EXTERIOR ELEVAITONS
A3.03 COURT YARD ELEVAITONS
A4.01 BUILDING SECTIONS
A4.10 WALL SECTIONS
A4.11 WALL SECTIONS
A5.01 GRAND STAIR SECTIONS
A5.02 ENLARGED BRIDGE PLANS
A5.03 ENLARGED POOL AND SPA
A5.10 LEASING OFFICE ENLARGED PLAN/ RCP
A5.11 CLUBROOM/ FITNESS ROOM LEVEL 3
A5.12 YOGA ROOM LEVEL 4
A5.13 ROOF LOUNGE LEVEL 7
A5.20 ENLARGED UNIT PLANS
A5.21 ENLARGED UNIT PLANS
A5.22 ENLARGED UNIT PLANS
A5.23 ENLARGED UNIT PLANS
A5.24 ENLARGED UNIT PLANS
A5.25 ENLARGED UNIT PLANS
A5.31 ENLARGED CORE STAIR AND ELEVATOR PLANS
A5.32 ENLARGED STAIR PLAN
A5.33 ENLARGED STAIR PLAN
A5.34 ENLARGED STAIR PLAN
A5.40 STAIR SECTIONS
A5.41 STAIR AND ELEVATOR SECTION
A5.42 STAIR AND ELEVATOR SECTION
A5.43 BUILDING STAIR PLANS
A6.20 DOOR SCHEDULE
A6.30 WINDOW SCHEDULE
A6.41 STOREFRONT SCHEDULES
A6.42 STOREFRONT SCHEDULES
A7.01 CONSTRUCTION ASSEMBLIES
A7.11 FLR/CEILING & ROOF ASSEMBLIES
A7.21 METAL & CONCRETE FRAMED WALL ASSEMBLIES
A7.22 GARAGE & GENERAL PARKING DETAILS
A7.23 GARAGE & GENERAL PARKING DETAILS
A7.31 WOOD FRAMED WALL ASSEMBLIES
A7.32 WOOD CONNECTION DETAILS
A7.40 TRASH CHUTE ASSEMBLY
A7.41 DEMISING & FIRE WALL ASSEMBLIES
A7.51 STAIR DETAIL
A7.52 ELEVATOR DETAIL
A7.53 PENETRATION ASSEMBLIES
A7.54 PENETRATION ASSEMBLIES
A7.55 FIRE PROOFING DETAILS
A7.91 ROOF DETAILS, DRAINS, SCUPPERS
A8.11 DOOR DETAILS
01 PRECISE GRADING & DRAINAGE PLANS
C-1 TITLE SHEET
C-2 INDEX MAP
C-3 SITE DETAILS
C-4 PRECISE GRADING PLAN
C-5 PRECISE GRADING PLAN
C-6 PRECISE GRADING PLAN
C-7 PRECISE GRADING PLAN
C-8 STORM DRAIN DETAILS
C-9 STORM DRAIN DETAILS
C-10 STORM DRAIN PLAN
C-11 STORM DRAIN PLAN
C-12 STORM DRAIN PLAN
C-13 STORM DRAIN PLAN

01.1 WET UTILITY PLANS
CU-1 TITLE SHEET
CU-2 SEWER DETAIL
CU-3 SEWER PLAN
CU-4 WATER PLAN

LANDSCAPE
LT-1 Landscape Title Sheet
LC-1.1 Level 1
LC-2.1 Level 1
LC-3.1 Level 1
LC-1.3 Level 3
LC-2.3 Level 3
LC-3.3 Level 3
LC-1.7 Level 7
LC-4 LANDSCAPE DETAILS
LC-5 LANDSCAPE DETAILS
LC-6 LANDSCAPE DETAILS
LC-7 LANDSCAPE DETAILS
LC-8 LANDSCAPE DETAILS
LC-9 LANDSCAPE DETAILS
LC-10 LANDSCAPE DETAILS
LC-12 LANDSCAPE DETAILS
LIP-1.1 LEVEL 1 IRRIG. PENETRATION PLAN
LIP-1.3 LEVEL 3 IRRIG. PENETRATION PLAN
LIP-1.7 LEVEL 7 IRRIG. PENETRATION PLAN
LIP-2.1 LEVEL 1 IRRIG. PENETRATION PLAN
LIP-2.3 LEVEL 3 IRRIG. PENETRATION PLAN
LIP-3.1 LEVEL 1 IRRIG. PENETRATION PLAN
LIP-3.3 LEVEL 3 IRRIG. PENETRATION PLAN
LI-1.1 LEVEL 1 LANDSCAPE IRRIGATION PLAN
LI-1.3 LEVEL 3 LANDSCAPE IRRIGATION PLAN
LI-1.7 LEVEL 7 LANDSCAPE IRRIGATION PLAN
LI-2.1 LEVEL 1 LANDSCAPE IRRIGATION PLAN
LI-2.3 LEVEL 3 LANDSCAPE IRRIGATION PLAN
LI-3.1 LEVEL 1 LANDSCAPE IRRIGATION PLAN
LI-3.3 LEVEL 3 LANDSCAPE IRRIGATION PLAN
LI-4 LANDSCAPE IRRIGATION DETAILS
LTP-1.1 LEVEL 1 LANDSCAPE TREE PLANTING PLAN
LTP-2.1 LEVEL 1 LANDSCAPE TREE PLANTING PLAN
LTP-3.1 LEVEL 1 LANDSCAPE TREE PLANTING PLAN
LTP-1.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN
LTP-2.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN
LTP-3.3 LEVEL 3 LANDSCAPE TREE PLANTING PLAN
LTP-1.7 LEVEL 7 LANDSCAPE TREE PLANTING PLAN
LSP-1.1 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN
LSP-2.1 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN
LSP-3.1 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN
LSP-1.3 LEVEL 3 LANDSCAPE SHRUB PLANTING PLAN
LSP-2.3 LEVEL 3 LANDSCAPE SHRUB PLANTING PLAN
LSP-3.3 LEVEL 1 LANDSCAPE SHRUB PLANTING PLAN
LSP-1.7 LEVEL 7 LANDSCAPE SHRUB PLANTING PLAN
LP-4 LANDSCAPE PLANTING DETAILS
LSF-1.1 LEVEL 1 LANDSCAPE SITE FURNISHINGS PLAN
LSF-2.1 LEVEL 1 LANDSCAPE SITE FURNISHINGS PLAN
LSF-3.1 LEVEL 1 LANDSCAPE SITE FURNISHINGS PLAN
LSF-1.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN
LSF-2.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN
LSF-3.3 LEVEL 3 LANDSCAPE SITE FURNISHINGS PLAN
LSF-1.7 LEVEL 7 LANDSCAPE SITE FURNISHINGS PLAN
LSF-4 LANDSCAPE SITE FURNISHINGS DETAILS

MECHANICAL
M0.01 GENERAL NOTES, LEGENDS & SYMBOLS
M0.02 EQUIPMENT SCHEDULE
M0.03 EQUIPMENT SCHEDULE
M2.00 OVERALL PLAN - LEVEL B
M2.00A LEVEL B - SEGMENT A
M2.00B LEVEL B - SEGMENT B
M2.01 OVERALL PLAN - LEVEL 1
M2.01A LEVEL 1 - SEGMENT A
M2.01B LEVEL 1 - SEGMENT B
M2.02 OVERALL PLAN - LEVEL 2
M2.02A LEVEL 2 - SEGMENT A
M2.02B LEVEL 2 - SEGMENT B
M2.03 OVERALL PLAN - LEVEL 3
M2.04 OVERALL PLAN - LEVEL 4
M2.05 OVERALL PLAN - LEVEL 5
M2.06 OVERALL PLAN - LEVEL 6
M2.07 OVERALL PLAN - LEVEL 7
M2.08 OVERALL PLAN - LOFT LEVEL
M2.09 OVERALL PLAN - ROOF LEVEL
M43.1 UNIT PLANS
M43.2 UNIT PLANS
M43.3 UNIT PLANS
M43.4 UNIT PLANS
M43.5 UNIT PLANS
MC2.01 OVERALL PLAN - LEVEL 1 - COMPOSITE
MC2.02 OVERALL PLAN - LEVEL 2 - COMPOSITE
MC2.03 OVERALL PLAN - LEVEL 3 - COMPOSITE
MC2.04 OVERALL PLAN - LEVEL 4 - COMPOSITE
MC2.05 OVERALL PLAN - LEVEL 5 - COMPOSITE
MC2.06 OVERALL PLAN - LEVEL 6 - COMPOSITE
MC2.07 OVERALL PLAN - LEVEL 7 - COMPOSITE
MC2.08 OVERALL PLAN - LOFT LEVEL - COMPOSITE
MD.1 DETAIL
MD.2 DETAIL

ELECTRICAL
E0.01 SYMBOLS, ABBREVIATIONS AND INDEX
E0.02 GENERAL AND FIRE ALARM NOTES
E0.03 LOAD CALCULATIONS
E0.04 SINGLE LINE DIAGRAMS
E0.05 SINGLE LINE DIAGRAMS
E0.06 SINGLE LINE DIAGRAMS
E0.07 UNIT PANEL & LIGHT FIXTURE SCHEDULES
E0.08 PANEL SCHEDULES
E0.09 PANEL SCHEDULES
E0.10 PANEL SCHEDULES
E1.00 SITE PLAN - OVERALL
E1.00A SITE PLAN - SEGMENT A
E1.00B SITE PLAN - SEGMENT B
E1.00C SITE PLAN - SEGMENT C
E1.00D SITE PLAN - SEGMENT D
E2.00 LEVEL B - OVERALL
E2.00A LEVEL B - SEGMENT A
E2.00B LEVEL B - SEGMENT B
E2.00C LEVEL B - SEGMENT C
E2.00D LEVEL B - SEGMENT D
E2.01 LEVEL 1 - OVERALL
E2.01A LEVEL 1 - SEGMENT A
E2.01B LEVEL 1 - SEGMENT B
E2.01C LEVEL 1 - SEGMENT C
E2.01D LEVEL 1 - SEGMENT D
E2.02 LEVEL 2 - OVERALL
E2.02A LEVEL 2 - SEGMENT A
E2.02B LEVEL 2 - SEGMENT B
E2.02C LEVEL 2 - SEGMENT C
E2.02D LEVEL 2 - SEGMENT D
E2.03 LEVEL 3 - OVERALL
E2.03A LEVEL 3 - SEGMENT A
E2.03B LEVEL 3 - SEGMENT B
E2.03C LEVEL 3 - SEGMENT C
E2.03D LEVEL 3 - SEGMENT D
E2.04 LEVEL 4 - OVERALL
E2.04A LEVEL 4 - SEGMENT A
E2.04B LEVEL 4 - SEGMENT B
E2.04C LEVEL 4 - SEGMENT C
E2.04D LEVEL 4 - SEGMENT D
E2.05 LEVEL 5 - OVERALL
E2.05A LEVEL 5 - SEGMENT A
E2.05B LEVEL 5 - SEGMENT B
E2.05C LEVEL 5 - SEGMENT C
E2.05D LEVEL 5 - SEGMENT D
E2.06 LEVEL 6 - OVERALL
E2.06A LEVEL 6 - SEGMENT A
E2.06B LEVEL 6 - SEGMENT B
E2.06C LEVEL 6 - SEGMENT C
E2.06D LEVEL 6 - SEGMENT D
E2.07 LEVEL 7 - OVERALL
E2.07A LEVEL 7 - SEGMENT A
E2.07B LEVEL 7 - SEGMENT B
E2.07C LEVEL 7 - SEGMENT C
E2.07D LEVEL 7 - SEGMENT D
E2.08 LOWER ROOF - OVERALL
E2.08A LOWER ROOF - SEGMENT A
E2.08B LOWER ROOF - SEGMENT B
E2.08C LOWER ROOF - SEGMENT C
E2.08D LOWER ROOF - SEGMENT D
E2.09 UPPER ROOF - OVERALL
E2.09A UPPER ROOF - SEGMENT A
E2.09B UPPER ROOF - SEGMENT B
E2.09C UPPER ROOF - SEGMENT C
E2.09D UPPER ROOF - SEGMENT D
E3.01 ENLARGED PLANS
E3.02 ENLARGED PLANS
E3.03 ENLARGED PLANS
E5.20 UNIT PLANS
E5.21 UNIT PLANS
E5.22 UNIT PLANS
E5.23 UNIT PLANS
E5.24 UNIT PLANS
ED.01 DETAILS
ED.02 DETAILS
Date Issues / Revisions:

GENERAL SHEETS
.G1.01 PROJECT INFORMATION
.G1.02 SHEET INDEX
.G3.01 FLOOR AREA ANALYSIS CALCS
.G3.02 FLOOR AREA ANALYSIS CALCS
.G1.12 ACCESSIBILITY DETAILS
.G1.13 ACCESSIBILITY DETAILS
.G1.15 RESIDENTIAL ACCESS. DETAIL
.G2.10 CALIFORNIA GBSC
.G2.11 CALIFORNIA GBSC
.G2.20 ACOUSTIC REPORT
.G3.04 EXITING DIAGRAM
.G3.05 EXITING DIAGRAM
.G3.06 EXITING DIAGRAM
.G3.07 EXITING DIAGRAM

STRUCTURAL
00 GENERAL
SN1 GENERAL NOTES
SN1 STRUCTURAL SPECIFICATIONS
SN1 SPECIAL INSPECTION
01 SLAB PLANS
S2.00 LEVEL B FOUNDATION PLAN
S2.01 LEVEL 1 SLAB PLAN
S2.01.1 LEVEL 1 SLAB (NORTH / SOUTH) REBAR PLAN
S2.01.2 LEVEL 1 SLAB (EAST / WEST) REBAR PLAN
S2.02 LEVEL 2 SLAB PLAN
S2.02.1 LEVEL 2 SLAB (NORTH / SOUTH) REBAR PLAN
S2.02.2 LEVEL 2 SLAB (EAST / WEST) REBAR PLAN
S2.03 LEVEL 3 PODIUM SLAB PLAN
S2.03.1 LEVEL 3 PODIUM (NORTH / SOUTH) REBAR PLAN
S2.03.2 LEVEL 3 PODIUM (EAST / WEST) REBAR PLAN
02 DETAILS
SC1.0 STRUCTURAL DETAILS
SC2.0 STRUCTURAL DETAILS
SC2.1 STRUCTURAL DETAILS
SC3.0 STRUCTURAL DETAILS
SC3.1 STRUCTURAL DETAILS
SC4.0 STRUCTURAL DETAILS
SC4.1 STRUCTURAL DETAILS
SC4.2 STRUCTURAL DETAILS
SC5.0 STRUCTURAL DETAILS
SC5.1 STRUCTURAL DETAILS
SC5.2 STRUCTURAL DETAILS
SC6.0 STRUCTURAL DETAILS
SC6.1 STRUCTURAL DETAILS
SC9.0 STRUCTURAL DETAILS
02_SUPERSTRUCTURE FRAMING PLANS
S2.33.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENT 1
S2.34.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENT 2
S2.35.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENT 3
S2.36.H LEVEL 3 HARDWARE PLACEMENT PLAN - SEGMENT 4
S2.33 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 1
S2.34 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 2
S2.35 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 3
S2.36 LEVEL 4 FLOOR FRAMING PLAN - SEGMENT 4
S2.37 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 1
S2.38 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 2
S2.39 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 3
S2.40 LEVEL 5 FLOOR FRAMING PLAN - SEGMENT 4
S2.41 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 1
S2.42 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 2
S2.43 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 3
S2.44 LEVEL 6 FLOOR FRAMING PLAN - SEGMENT 4
S2.45 LEVEL 7 FLOOR FRAMING PLAN - SEGMENT 1
S2.46 LEVEL 7 FLOOR FRAMING PLAN - SEGMENT 2
S2.47 LEVEL 7 FLOOR FRAMING PLAN - SEGMENT 3
S2.48 LEVEL 7 FLOOR FRAMING PLAN - SEGMENT 4
S2.49 LEVEL LOFT/ROOF FRAMING PLAN - SEGMENT 1
S2.50 LEVEL LOFT/ROOF FRAMING PLAN - SEGMENT 2
S2.51 LEVEL LOFT/ROOF FRAMING PLAN - SEGMENT 3
S2.52 LEVEL LOFT/ROOF FRAMING PLAN - SEGMENT 4
S2.53 LEVEL HIGH ROOF FRAMING PLAN - SEGMENT 1
S2.54 LEVEL HIGH ROOF FRAMING PLAN - SEGMENT 2
S2.55 LEVEL HIGH ROOF FRAMING PLAN - SEGMENT 3
S2.56 LEVEL HIGH ROOF FRAMING PLAN - SEGMENT 4
06_AMENITIES
S5.11 ENLARGED AMENITYS FLOOR FRAMING PLAN
S5.13 LOUNGE FRAMING PLA
S5.14 ENLARGED BRIDGE FLOOR FRAMING PLAN
07_UNIT PLANS
S5.20 ENLARGED UNIT FLOOR FRAMING PLAN
S5.21 ENLARGED UNIT FLOOR FRAMING PLAN
S5.22 ENLARGED UNIT FLOOR FRAMING PLAN
S5.23 ENLARGED UNIT FLOOR FRAMING PLAN
S5.25 ENLARGED UNIT FLOOR FRAMING PLAN
S5.26 ENLARGED UNIT FLOOR FRAMING PLAN
10_SUPERSTRUCTURE DETAILS
SW0.1 STRUCTURAL DETAILS
SW0.2 STRUCTURAL DETAILS
SW0.3 STRUCTURAL DETAILS
SW1.0 STRUCTURAL DETAILS
SW2.0 STRUCTURAL DETAILS
SW2.1 STRUCTURAL DETAILS
SW3.0 STRUCTURAL DETAILS
SW4.0 STRUCTURAL DETAILS
SW5.0 STRUCTURAL DETAILS
SW6.0 STRUCTURAL DETAILS
SW6.1 STRUCTURAL DETAILS
SW8.0 STRUCTURAL DETAILS
SW9.0 STRUCTURAL DETAILS

PLUMBING
P-00.1 ABBREVIATIONS & LEGENDS
P-00.2 GENERAL NOTES
P-00.3 SIZING TABLES & CALCULATIONS
P-00.4 CALCULATIONS
P-00.5 CALCULATIONS
P-00.6 EQUIPMENT SCHEDULES
P-01.1 SITE PLAN
P-11.0 OVERALL PLAN - LEVEL B
P-11.1 OVERALL PLAN - LEVEL 1
P-11.2 OVERALL PLAN - LEVEL 2
P-11.3 OVERALL PLAN - LEVEL 3
P-11.4 OVERALL PLAN - LEVEL 4
P-11.5 OVERALL PLAN - LEVEL 5
P-11.6 OVERALL PLAN - LEVEL 6
P-11.7 OVERALL PLAN - LEVEL 7
P-11.8 OVERALL PLAN - MEZ/LOWER ROOF
P-11.9 OVERALL PLAN - UPPER ROOF
P-41.1 ENLARGED PLANS
P-41.2 ENLARGED PLANS
P-41.3 ENLARGED PLANS
P-43.1 UNIT PLANS
P-43.2 UNIT PLANS
P-43.3 UNIT PLANS
P-43.4 UNIT PLANS
P-43.5 UNIT PLANS
P-R0.1 RISER DIAGRAMS
P-R0.2 RISER DIAGRAMS
P-R0.3 RISER DIAGRAMS
P-R0.4 RISER DIAGRAMS
P-R0.5 RISER DIAGRAMS
P-R0.6 RISER DIAGRAMS
P-D0.1 DETAILS
P-D0.2 DETAILS
P-D0.3 DETAILS
P-D0.4 DETAILS
P-D0.5 DETAILS
P-D0.6 DETAILS
City Council 22 – 17 12/6/2022
3' - 2"
3' - 6"
4' - 0"
5' - 4"
F.F.

DOOR & FRAME,

WHERE OCCURS
VIEWER

OF DOOR

DEADLOCK OR

PUSH PLATE

OF DOOR PULL

GRIP AND OF

PUSH-PULL BAR

OF LEVER

HANDLE, LATCH

AND CROSS BAR

ON FIRE EXIT
DEVICE
(A) ACCESSIBLE
TOWEL

DISPENSER
(B)ACCESSIBLE

SEAT COVER

DISPENSER
(C)ACCESSIBLE

SEAT COVER

DISPENSER
(D)ACCESSIBLE

SANITARY

NAPKIN/TAMPON
VENDOR
(E)SPACING

OF GRAB BAR
(F)GRAB BARS
(G)ACCESSIBLE

SANITARY
NAPKIN

DISPOSAL
(H)ACCESSIBLE

ROLL TOILET
TISSUE

DISPENSER

POINT OF

DISPENSING
1' - 7"
T.O. GRIPPING OF SURFACE
2' - 9"
1' - 0"
MIN.

MIN.
0' - 1 1/2" MAX.
0' - 4"
P
O
P
E
R
A
BLE
P
A
R
T
3'-4" M
A
X. T
O
HIG
H
E
S
T

VISUAL WARNING STRIPS
SHALL BE 2" MIN. WIDTH AND
INSTALLED 1" MAX. FROM

EDGE OF THE TOP AND

BOTTOM TREADS OF INTERIOR

STAIRS, AND ON ALL TREADS
OF EXTERIOR STAIRS.

TOP LANDING
M
AX.
27".
12".

TW

BOTTOM LANDING
M
AX.
27".

T
O
FIN. FLO
O
R
34"-38" M
AX.

MIN.

TW + 12
1'-0" MIN.

TW = TREAD WIDTH

VISUAL WARNING STRIPS
SHALL BE 2" MIN. WIDTH AND
INSTALLED 1" MAX. FROM

EDGE OF THE TOP AND

BOTTOM TREADS OF INTERIOR

STAIRS, AND ON ALL TREADS
OF EXTERIOR STAIRS.

TOP LANDING
12".

TW

BOTTOM LANDING T
O
FIN. FLO
O
R
34"-38" M
AX.

MIN.

TW + 12
TW = TREAD WIDTH
1'-0" MIN.
(C) HANDRAIL EXTENSIONS AT STAIRWAYS
3" MAX.
18" MIN.
1-1/2
1-1/4" TO
1'-1/2".

MIN.
1-1/2".
1-1/2" MAX.
1-1/4" MIN.
1-1/2". 1-1/2"
1-1/4" T
O
1-1/2"
T
.

O
S
UIT
1-1/2" MAX.
1-1/4" MIN. 1-1/2".

NOMINAL
DIA.
(A) STAIR HANDRAILS

ROUNDED OR

BEVELED

NOSING,

TYPICAL
SOLID
RISER,

TYPICAL
1/2"
RADIUS
MAX.

RADIUS NOSING BEVELED NOSING
1/2" BEVEL
MAX.
1-1/4" MAX.
30° MAX. 30° MAX.
(B) ACCEPTABLE STAIR NOSING
MIN.
1' - 6"
(A) CARD

READER,

LOCAL ALARM,

ARMING OR

INTERCOM

STATION, WALL

PHONE OUTLET
(B) ELECTRICAL OR

COMMUNICATION

OUTLET ABOVE

COUNTER
(C) ELECTRICAL OR

COMMUNICATION
OUTLET
(D) LIGHT
SWITCH
(E) THERMOSTAT
M
AX.
4' - 9 1/2"
M
AX.
4' - 9 1/2"

COUNTER
0' - 9 3/4"
0' - 4 3/4"
4' - 4 3/4"
F.F.
(E) ELECTRO

MAGNETIC
DOOR HOLDOPEN
F.F.

D
O
O
R
H
EIG
H
T
MIN
U
S 8"
C
EILIN
G
W
HIC
H
E
V
E

R IS LO
W
E
R)
8'-0" (O
R 6" B
ELO
W
4'-9 5/8" M
AX.
4' - 9 1/2"
ȭ
O
F
H
A
N
DLE
4'-9 5/8" M
AX.
(F) AUDIBLE &

VISUAL FIRE

ALARM OR

SECURITY
STROBE
LIGHT
(G) MANUAL

FIRE ALARM

PULL STATION
(I) FIRE

EXTINGUISHER
(K) FIRE

EXTINGUISHER

CABINET
C 12".

T
O
FINIS
H
FLO
O
R
34"-38" M
AX.

HANDRAILS MUST EXTEND A MINIMUM
OF 12" OF LEVEL DISTANCE (PARALLEL

TO LANDING SURFACE) BEYOND TOP

AND BOTTOM OF THE RAMP ENDS THE

RAMP ENDS BEFORE THEY ARE

RETURNED
POST @ 5'-0" O.C. MAX

GUIDE CURB OR WARNING CURB
(G) HANDRAIL AT RAMPS

GUARD RAIL IN ACCORDANCE
WITH CBC 1013 AND GUIDE

CURB/ WARNING CURB

WIDTH MUST BE A MINIMUM OF
60" WHEN SERVING AN
OCCUPANCY 300 OR MORE
34".
48" MIN. WIDTH
48" MIN.
34".
42". 30".
4" A
N
D < 30"

ADJACENT
HAZARD
1-1/4" TO 1-1/2" DIA.

HANDRAIL AT RAMPS
2" HIGH GUIDE CURB 6" HIGH
WARNING CURBS WHEN A 4" (OR

MORE) DROP OCCURS
(C) RAMP SECTION
(C) GROOVED WARNING BORDER
1/4".3/4".

NOTE: GROOVED BORDER MUST

BE ON THE LEVEL SURFACE AT
THE TOP OF THE RAMP.

NOTE:

1. DETECTABLE WARNING
COLOR: YELLOW

2. MATERIAL USED SHALL BE

RECESSED INTO WALKING

SURFACE
(B) TRUNCATED DOMES

2. 35"

2. 35"
(A) CURB RAMPS

LINE OF OBSTRUCTION

OR EDGE OF WALK
AREA, AS OCCURS, TYP.

NOTE: SURFACE WILL
REQUIRE 36" SECTION

OF TRUNCATED

DOMES IF LANDING

SURFACE ADJOINS

VEHICULAR TRAFFIC
WAY. SEE
NOTE:

1. SHADED AREAS OF RAMP

MUST HAVE DETECT- ABLE

WARNING SURFACE CROSS

SLOPE OF LANDING

2. AREAS SHALL NOT
EXCEED 2% IN ANY

DIRECTION

PAINT CURB SAFETY
YELLOW (2 COATS), TYP.

WALK
AREA
PLTR. PLTR.
(LINE OF OBSTRUCTION

OR EDGE OF WALK

AREA AS OCCURS, TYP
24" MIN. OF

STRAIGHT
CURB

LINE OF FRONT

OF REQ'D

PARKING SPACE
1:10 MAX.

SLOPE (TYP)
1:12 SLOPE
MAX. TYP.
48" MIN.
1 12
TYP.

DN.
2%
48" MIN.

DN.

DETAIL "B"
3'- 0".
48" MIN.

C
DN
TYP
DN
3'-0".
48" MN.

TYP.
10 1
DN
TYP.
10 1 48" MIN.
60" TYP.

TYP.
12 1
12" TTP.
3'-0".
48" MIN.
(D) RAMP WITH TURNING PLATFORM

INTERMEDIATE

TURNING POSITION AT LEAST AS

WIDE AS

RAMP RUN

INTERMEDIATE

PLATFORM
DOOR
WIDTH
VARIES (30' MAX.)
60" MIN.

LANDING
30" MAX.

RISE
(TYP.)
72" MIN.
60" MIN.

WHEN DOOR SWINGS
ONTO LANDING 42"
MIN. PLUS DOOR
60" MIN.
72" MIN.

VARIES (30' MAX.)
60" MIN.
(E) RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM
30" MAX. RISE (TYP.)

AT LEAST AS

WIDE AS

RAMP RUN
72" MIN.

WHEN DOOR

SWINGS ONTO
LANDING 42" MIN.

PLUS DOOR WIDTH
60" MIN.
72" MIN.

VARIES
30' MAX.
60" MIN.
(E) STRAIGHT RAMP RUN

AT LEAST AS

WIDE AS

RAMP RUN
VARIES (30' MAX.)
VARIES (30' MAX.)
30" MAX.

RISE (TYP.
60" MIN.

WHEN DOOR

SWINGS ONTO
LANDING 42" MIN.

PLUS DOOR
WIDTH
60" MIN. 60" MIN. 72" MIN.

THRESHOLDS
A. FLOOR(S) OR LANDING(S) ARE NOT
MORE THAN 1/2" LOWER THAN THE

TOP OF THE THRESHOLD OF THE

DOORWAY
B. CHANGE IN LEVEL BETWEEN 1/4"
AND 1/2" IS BEVELED AT A MAXIMUM
GRADIENT OF 1:2.

C. RECESSED DOOR MATS ARE

ADEQUATELY ANCHORED TO

PREVENT INTERFERENCE WITH OF
1:2
D. CARPET AND CARPET TILES ARE

SECURELY ATTACHED AND HAVE

LEVEL LOOP, TEXTURED LOOP,
LEVEL-CUT PILE OR LEVELCUT/UNCUT PILE WITH PILE NOT
EXCEEDING 1/2" IN HEIGHT
E. EXPOSED EDGES OF CARPET ARE

FASTENED TO FLOOR SURFACES AND

HAVE TRIM ALONG ALONG THE

ENTIRE LENGTH OF THE EXPOSED
EDGE.

DOOR TYPE:

A. REQUIRED EXIT DOORWAY(S) ARE

OF A SIZE TO PERMIT INSTALLATION
OF A DOOR A MINIMUM 3' IN WIDTH,
6'-8" IN HEIGHT.

B. EXIT DOOR IS CAPABLE OF
OPENING A MINIMUM OF 90 DEGREES.

C. THE CLEAR WIDTH OF THE
DOORWAY IS 32" MINIMUM.

D. DOUBLE DOORS/AUTOMATIC

DOORS - AT LEAST ONE DOOR MUST
COMPLY WITH ITEM 2 AND 3 ABOVE.

E. BOTTOM 10" OF DOOR (EXCEPT

SLIDING DOORS) HAS A SMOOTH,

UNINTERRUPTED SURFACE THAT

ALLOWS DOOR TO BE OPENED BY A

WHEELCHAIR FOOTREST WITHOUT

CREATING A TRAP OR HAZARDOUS
CONDITION.

F. EFFORT TO OPERATE DOOR IS
WITHIN PRESSURE ALLOWED.

INTERIOR AND EXTERIOR DOORS - 5

POUNDS MAXIMUM PRESSURE TO
OPERATE. FIRE DOORS - 15 POUNDS

MAXIMUM PRESSURE TO OPERATE
G. TWO DOORS A SERIES PROVIDE A
MINIMUM OF 48" CLEAR SPACE FROM

ANY DOOR IN ANY POSITION
HARDWARE:

A. HANDLES, PULL LATCHES, LOCKS

AND OTHER OPERATING DEVICES

ON ACCESSIBLE DOORS SHALL

HAVE A SHAPE THAT IS EASY TO

GRASP WITH ONE HAND AND DOES

NOT REQUIRE TIGHT GRASPING,

TIGHT PINCHING OR TWISTING OF
THE WRIST TO OPERATE.

B. LATCHING AND LOCKING DOORS

THAT ARE HAND OPERATED AND

WHICH ARE IN A PATH OF TRAVEL

ARE OPERABLE BY LEVER TYPE,

PANIC BARS, PUSH-PULL

ACTIVATION

BARS, U-SHAPED HANDLES OR

OTHER HARDWARE DESIGNED TO
PROVIDE PASSAGE. LOCKED EXIT

DOORS SHALL OPERATE AS ABOVE
IN EGRESS DIRECTION.

C. OPENING HARDWARE IS
CENTERED BETWEEN 30" AND 44"
ABOVE FINISH FLOOR.

D. DOOR CLOSERS, IF PRESENT,

MUST BE SET SO THAT IT TAKES AT
LEAST 3 SECONDS TO CLOSE FROM
AN OPEN POSITION OF 70 DEGREES
TO WITHIN 3" OF THE LATCH,

MEASURED TO THE LEADING EDGE
OF THE
A DOOR.

PROVIDE THIS

ADDITIONAL SPACE

IF DOOR IS

EQUIPPED WITH

BOTH A LATCH AND A
CLOSER
12" MIN.
48" MINIM
U
M

PROVIDE THIS

ADDITIONAL SPACE

IF DOOR IS

EQUIPPED WITH

BOTH A LATCH AND A
CLOSER
12" MIN
18" MIN.
48" MINIM
U
M
(E) VESTIBULES/TWO DOORS IN SERIES
(D) TRANSITION BETWEEN FLOOR FINISHES
(C) THRESHOLD
(B) DOOR HARDWARE AND MOUNTING HEIGHTS
(A) TYPICAL DOOR LANDING CLEARANCES
PILE
H
EIG
H
T
1//2" M
AX.

COMPRESSED
CARPET 1/4" MAX.

BELOW THRESHOLD

THRESHOLD

FIN FLOOR
LEVEL
14" M
A
X.
1/2" M
AX.
2 1

RUBBER BUMPER

ON CHAIR
10" MIN. B
O
T
T
O
M
R
AIL

LEVER, LOOPED

AND PUSH BAR
DOOR

HARDWARE
60" MINIM
U
M
48" MINIM
U
M

SURFACE

SLOPE NOT TO
EXCEED 2%
18" MIN. INTERIOR
24" MIN. EXTERIOR

BOTH A CLOSER AND A LATCH
12" MINIMUM IF DOOR HAS

SURFACE

SLOPE NOT TO
EXCEED 2%
48" MIN.
54" PREFERRED
32" MIN. CLR.
18" MIN. CLR.

FLOOR SPACE
60" CLEAR

FLOOR SPACE
60" CLEAR
60" CLR. MIN.
30"x48"
CLR.

FLOOR
SPACE
19" M
A
X. (A) SINGLE ACCOMMODATION
48" MIN.
(B) SIDE OPENING DOOR
60" CLR. MIN. M
O
U
N
T
E
D
W
A
T
E
R
CLO
S
E
T
59" MIN. @
FLO
O
R
D
O
O
R
S
WIN
G
S IN
36" MIN. W
H
E
N
M
A
N
E
U
V
E
RIN
G
S
P
A
C
E
60" MIN.

CLE
A
R
34" MIN
(C) FRONT OPENING DOOR
60" CLR. MIN.
32" MIN. CLR.
4" MAX
@
FLO
O
R
M
O
U
N
T
E
D
W
A
T
E
R
CLO
S
E
T
59" MIN.
48" MIN. M
A
N
E
U
V
E
RIN
G
S
P
A

SURFACE MOUNTED C

MULTI-ROLL TOILET

TISSUE DISPENSER

SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL WHERE
OCCURS

FLUSH VALVE OR

VALVE SHALL BE
ON 'WIDE SIDE"

SURFACE MOUNTED

TOILET SEAT-COVER

DISPENSER
(D) AMBULATORY
35"-37"
17"- 19"
4 4' MIN.
2'-8" MIN. CLR
(G) AMBULATORY
17" MIN.

KNEE CLEARANCE
8" MIN.
27" MIN
29" MIN
34" M
AX
0' - 8"
40" M
A
X. T
O
R
E
FLE
C
TIV
E
MIN
9" S
U
R
F
A
C
E

TOE CLEARANCE
6" MAX.
(F) ELEVATION
24" MIN.

TO ADJ. WALL
48" MIN. CLR.
19".
ȭ
7"-9"
42" MIN.
48". 12" MAX
54" MIN
T.O
G
RIP
PIN
G
33" - 36"
40" M
A
X.

PROVIDE

BACKING

SURFACE MOUNTED

MULTI-ROLL TOILET

TISSUE DISPENSER
(SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL WHERE OCCURS
(E) ELEVATION
T.O. G
RIP
PIN
G
O
F
S
U
R
F
A
C
E
33"-36"
12" MIN.
1-1/2" MIN.

MAX.
0' - 6"
36" MIN.
42".

MIN.
18".
34" M
A
X.
40" M
A
X.

PLUMBEREX, PROEXTREME SERIES
X4333 KIT
INCLUDES: P-TRAP

COVER, TWO
(2) SUPPLY
COVERS
FIN. FACE OF WALL
17"-18"
MIN.
18".

MIN.
18".
(A) PLAN (ALCOVE)
36"x48"
CLEAR
> 24"
EQ EQ
(B) PLAN
36"x48"
CLEAR
> 24"
17" M
A
X.
13-1/2" MIN.
17" M
A
X.

FSEE PLAN
LU
S
H
C
O
N
T
R
OLS
4 4" M
A
X. H
A
N
D
O
P
E
R
A
T
E
D
(D) ELEVATION (C) ELEVATION
(C) ELEVATION (B) ELEVATION (A) PLAN
M
O
U
N
TIN
G
B
R
A
C
K
E
T
48" T
O
19" M
A
X.
17" MIN.

T.O. G
R
A
B
B
A
R
33"- 36"
15" MIN.

MAX.
0' - 6" 24" MIN.
60" MIN.
24" MIN. 0' - 6"
30" MIN.
(A) MAXIMUM SIDE REACH OVER AN OBSTRUCTION (B) HIGH AND LOW

SIDE REACH LIMITS
(C) CLEAR FLOOR SPACE

PARALLEL APPROACH
(F) CLEAR FLOOR

SPACE FRONT APPROACH
(E) HIGH FORWARD
REACH LIMITS_____ (D) MAXIMUM FORWARD REACH OVER AN OBSTRUCTION 24" MAX. 30".
34" M
A
X.
46" M
A
X.
15" MIN.
11' - 5 1/2"
10" MAX. 30".
48",
30".
48".
30" MIN.
48".
15" MIN.
48" MIN.
30" MIN.
8' - 11 3/4"
Z
X
Z
48".

X
Y
NOTES:

1. X SHALL BE < 25 INCHES; Z SHALL BE REATER THAN X

2.WHEN X ,20 INCHES, THEN Y SHALL BE 48 INCHES
MAXIMUM.

3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44

INCHES MAXIMUM

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ACCESSIBILITY

DETAILS
.G1.12
3/8" = 1'-0" 1

DOOR HARDWARE LOCATIONS
1/4" = 1'-0" 2

MOUNTING HEIGHTS FOR

RESTROOM ACCESSORIES
1/16" = 1'-0" 3

STAIRS & HANDRAIL DETAILS
1/4" = 1'-0" 4

COMMUNICATION & FIRE

PROTECTION DEVICES
1/16" = 1'-0" 5

GENERAL RAMP REQUIREMENTS
1/16" = 1'-0" 7

GENERAL DOOR REQUIREMENTS
1/4" = 1'-0" 6

ACCESSIBLE TOILET PLAN &

ELEVATION
1/4" = 1'-0" 8

ACCESSIBLE URINAL PLAN &

ELEVATION
1/4" = 1'-0" 9

ACCESSIBLE SHOWER PLAN &

ELEVATION
3/32" = 1'-0" 10 REACH REQUIREMENTS
STRUCTURAL STRENGTH:

ALLOWABLE STRESSES

SHALL NOT BE EXCEEDED

FOR MATERIALS USED

WHERE A VERTICAL OR

HORIZONTAL FORCE OF
250 POUNDS (1112 N) IS

APPLIED AT ANY POINT ON

THE GRAB BAR, FASTENER

MOUNTING DEVICE, OR
SUPPORTING STRUCTURE.

Date Issues / Revisions:

City Council 22 – 18 12/6/2022

PARKING
ONLY

MINIMUM
FINE $250

VAN ACCESSIBLE
NOTES:

1. SIGN TO BE REFLECTORIZED PORCELAIN
STEEL WITH A BEADED TEXT.

2. SIGN TO BE CENTERED AT THE INTERIOR
END OF PARKING SPACE.

3. BOTTOM OF SIGN TO BE +80" ABOVE

FINISHED SURFACE WHEN LOCATED IN A PATH
OF TRAVEL.

4. SIGN TO CONFORM TO ALL CURRENT,

FEDERAL, STATE, LOCAL CODES AND / OR
REGULATIONS.

5. SIGN TO BE PROVIDED AT ALL PARKING

SPACES RESERVED FOR PERSONS WITH
DISABILITIES.

6. AREA OF THE SIGN(S) IS NOT SMALLER
THAN 70 SQUARE INCHES.

WHITE ON BLUE

BACKGROUND

TYPICAL
1/2" RADIUS

TYPICAL
SIGNS SHALL BE 60 INCHES MIN. ABOVE THE

FINISH FLOOR OR GROUND SURFACE

MEASURED TO THE BOTTOM OF THE SIGN

VAN ACCESSIBLE

SIGN WHERE

APPLICABLE FOR

VAN ACCESSIBLE

PARKING SPACE

UNAUTHORIZED

VEHICLES PARKED IN

DESIGNATD ACCESSIBLE

SPACES NOT DISPLAYING

PLCARDS OR SPECIAL

LICENSE PLATES ISSUED

FOR PERSONS WITH

DISABILITIES WILL BE

TOWED AWAY AT THE

OWNER'S EXPENSE

TOWED VEHICLES
MAY BE CLAIMED AT:

REFER TO NOTE # 5
NOTES:

1. SIGN TO BE REFLECTORIZED
PORCELAIN STEEL WITH A BEADED TEXT.

2. BOTTOM OF SIGN TO BE +80" ABOVE

FINISHED SURFACE WHEN LOCATED IN A
PATH OF TRAVEL.

3. SIGN TO CONFORM TO ALL CURRENT,

FEDERAL, STATE, LOCAL CODES AND / OR
REGULATIONS.

4. SIGN TO BE PROVIDED AT ALL ENTRY
DRIVEWAYS.

5. CITY OF XX POLICE DEPARTMENT OR BY
CALLING: (XXX) XXX-XXXX. SIGN
LETTERING SHALL BE NOT LESS THAN 1" IN
HEIGHT. 24" R
E
C
O
M
M
E
N
E
D
E
D
22" (MIN.)
24" RECOMMENDED
17" (MIN.)
NOTES:

1. SIGN TO BE REFLECTORIZED
PORCELAIN STEEL.

2. BOTTOM OF SIGN TO BE +80"

ABOVE FINISHED SURFACE WHEN
LOCATED IN THE PATH OF TRAVEL.

3. SIGN TO CONFORM TO ALL

CURRENT, FEDERAL,

STATE, LOCAL CODES AND / OR
REGULATIONS.

4. ARROW SHALL POINT IN THE

DIRECTION OF THE PATH OF
TRAVEL
12'-0" MIN.
12'-0" MIN.
1/2" RADIUS TYPICAL

WHITE ON BLUE

BACKGROUND
3' - 0"
3' - 0"

HANDICAPPED BLUE COLOR,
BACKGROUND #15090 FED.

STD. 595C OR EQ.

WHITE HIGHWAY PAINT 2
COATS, 3" WIDE TYP.

E
Q
E
Q

BRAILLE
0' - 4"
0' - 6"
EXIT
48" MIN.
60" M
AX
1/8" THICK MATTE
ACRYLIC SIGN. COLOR

TO BE VERIFIED

ADA COMPLIANT BLACK

LETTERS & BRAILLE
BEADS

LOCATE AT GRADE LEVEL

EXTERIOR EXIT DOOR
FN. FLR.

MAXIMUM

OCUPANCY
76 1' - 0"
1' - 2"
1/8" THICK MATTE ACRYLIC
SIGN. COLOR TO BE BEIGE

STANDARD BLACK

LETTER GRAPHICS
NOTE:

ILLUSTRATIONS SHOWN HERE ARE FOR

DIMENSIONAL ACCESSIBILITY PURPOSES
ONLY. A SECOND DRINKING FOUNTAIN

SHOULD BE PROVIDED AT A MOUNTING

HEIGHT SUITABLE TO PERSONS WITH

LIMITED PHYSICAL BENDING ABILITY,

ADJACENT TO THE ACCESSIBLE FOUNTAIN,

MAINTAINING MINIMUM CLEARANCES NOTED
AND AS REQUIRED. PROVIDE TEXTURED

AREA OF CONTRASTING COLOR TO
IDENTIFY WATER FOUNTAIN LOCATION.

WHEN FOUNTAIN IS AT AN INTERIOR

LOCATION, THE TEXTURED AREA SHALL

ALSO BE OF DIFFERENT RESILIENCY T
A. DRINKING FOUNTAINS ARE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED

COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO NOT TO ENCROACH INTO PEDESTRIAN WAYS. CBC 11B-602.9
B. IF LOCATED IN AN ALCOVE, THE ALCOVE IS NOT LESS THAN 32" WIDE X 18" DEEP. CBC 11B-602.9
C. WING WALLS PROJECT OUT FROM THE SUPPORTING WALL AT LEAST AS FAR AS DRINKING FOUNTAIN TO WITHIN 6" OF THE SURFACE OF THE PATH OF TRAVEL. CBC 11B-602.9
D. A MINIMUM OF 32" OF CLEARANCE IS PROVIDED BETWEEN WING WALLS. CBC 11B-602.9 E. A CLEAR FLOOR SPACE AT LEAST 30" WIDE BY 48" DEEP IS PROVIDED IN FRONT OF DRINKING FOUNTAIN TO ALLOW FORWARD APPROACH. CBC 11B-602.2 AT HI-LO FOUNTAINS, THE 30" X 48" CLEAR SPACE IS CENTERED ON THE LOW (WHEELCHAIR ACCESSIBLE) UNIT. CBC 11B-602.2
F. THE FOUNTAIN IS A MINIMUM OF 18" AND A MAXIMUM OF 19". CBC 11B-602.8 G. CLEAR AND UNOBSTRUCTED KNEE SPACE THAT IS A MINIMUM OF 27" HIGH BY 8" DEEP BY 30" WIDE IS PROVIDED UNDER THE FOUNTAIN (MEASURED FROM FRONT EDGE). CBC 11B-306.3.3
H. UNOBSTRUCTED TOE CLEARANCE THAT IS A MINIMUM OF 9" HIGH BY 17" DEEP FROM THE FRONT EDGE OF THE FOUNTAIN IS PROVIDED. CBC 11B-306.2.3 I. LEVER OR PUSH BAR TYPE CONTROL IS LOCATED 6" MAXIMUM FROM THE FRONT EDGE.

CBC 11B-602.3
J. BUBBLER OUTLET IS LOCATED 36" MAXIMUM FROM FLOOR. CBC 11B-602.4 K. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT IS POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN. CBC 11B-602.5
L. BUBBLER OUTLET IS LOCATED 36" MAXIMUM HEIGHT FROM THE FLOOR. CBC 11B-602.4 M. STREAM FROM BUBBLER IS SUBSTANTIALLY PARALLEL TO FRONT EDGE. CBC 11B-602.6 N. STREAM FROM BUBBLER IS A MINIMUM OF 4" HIGH. CBC 11B-602.6 O. THE FORCE REQUIRED TO ACTIVATE CONTROLS DOES NOT EXCEED 5LBF CBC 11B-309.4
Hi-LO FOUNTAIN DESIGN
M
AX.
36".

FOR SINGLE
32" CLEAR
19" MAX
18" MIN.
43" M
A
X.
38" MIN. T
O
6" MIN.
27" MIN
6" MAX. .
24" MAX.
18" MIN.

E
Q
E
Q

BRAILLE
0' - 4"
0' - 6"

EXIT ROUTE
48" MIN.
60" M
AX
1/8" THICK MATTE
ACRYLIC SIGN. COLOR

TO BE VERIFIED

ADA COMPLIANT BLACK

LETTERS & BRAILLE
BEADS

LOCATE AT INTERIOR EXIT

DOOR TO CORRIDOR
48" MIN.
60" MIN.
1 THRU 2

NO ROOF ACCESS
STAIR 1

BRAILLE
2 2ND FLOOR SIGN
FIN. FLR.

BRAILLE
EXIT
STAIR
DOWN
48" MIN.
60" MIN.
1 THRU 2

NO ROOF ACCESS
STAIR 1

BRAILLE
1 1ST FLOOR SIGN
FIN. FLR.

ADD RAISED STAR TO

FLOOR IDENTIFICATION

SIGNS, REQUIRED ON

FIRST FLOOR SIGN
ONLY
1- UNISEX / ALL GENDER TOILET SIGNAGE
MEN

BRAILLE
WOMEN

BRAILLE

RESTROOMS

BRAILLE
2- MEN'S TOILET SIGNAGE
3- WOMEN'S TOILET SIGNAGE
LE
V
EL O
F
R
AIS
E
D
C
H
A
R
A
C
T
E
R
S
60" M
A
X. B
A
S
ELIN
E
O
F
HIG
H
E
S
T
60" M
A
X.

LIN
E
O
F
B
R
AILLE
48" MIN. T
O LO
W
E
S
T
58"-60"
EQ EQ
EQ EQ
1' - 6"

REQUIRED SIGNAGE AT

TOILET ENTRY DOOR

RESTROOM SIGNAGE
60" M
A
X.

LIN
E
O
F
B
R
AILLE
48" MIN. T
O LO
W
E
S
T

RESTROOMS

BRAILLE

EXIT ROUTE

BRAILLE
EXIT
EXIT
EQ EQ 0' - 6"
0' - 3"

WALL MOUNTED EXIT

SIGN AT EXIT DOOR

EXIT STAIR SIGNAGE

ENTRY SIGNAGE
1' - 0" S
T
RIK
E
SID
E
W
H
E
N
DIM
A
B
O
V
E
D
O
O
R
H
E
A
D < 12"
ALIG
N
WIT
H
T
O
P
O
F
A
DJ. F
R
A
M
E
M
O
U
N
T
O
N
O
R
G
R
E
A
T
E
R
1' - 0"
F.F.

CENTER

RESTROOM SIGN
WITHIN 18" OF

DOOR FRAME
25" M
A
X.
18" MIN.

CLEAR
3' - 0"
30" MIN.
(A) PLAN
B
MIN.
0' - 11"

CLEARANCE
19" DEPTH KNEE
MIN.
0' - 9"
CLE
A
R
A
N
C
E
27" MIN. K
N
E
E
34" M
A
X.

D
E
P
T
H' O
F
SIN
K
6-1/2" M
AX.

MIN.
0' - 8"
24" MAX.

UPPER CABINETS
LEVER HANDLE FOR FAUCETSEE PLUMBING DWGS.

WHERE OCCURS
(B) SECTION

ATTACH TOE KICK TO

CABINET DOOR

INSULATE DRAIN AND HOT

WATER PIPES

EACH ELEVATOR HOISTWAY ENTRANCE MUST HAVE

RAISED FLOOR DESIGNATION CHARACTERS, SANS
SERIF OR SIMPLE SERIF TYPE, 2" HIGH ON EACH
DOOR JAMB CENTERED 60" AFF, AND THE SIGNS FOR

THE MAIN ENTRY FLOOR MUST INCLUDE A RAISED
STAR. THE CHARACTERS MUST BE WHITE ON A
BLACK BACKGROUND. BRAILLE MUST BE PLACED

BELOW THE CORRESPONDING RAISED CHARACTERS
0' - 4"
0' - 4"
0' - 4"
0' - 4"
60" M
A
X. FIN. FLR.

ADD RAISED STAR TO
FLOOR

IDENTIFICATION

SIGNS, REQUIRED ON

FIRST FLOOR SIGN
ONLY.
1ST FLOOR 2ND FLOOR
2 1 BRAILLE

BRAILLE
NOTE: AUTOMATIC DOOR REOPENING DEVICE IS

ACTIVATED IF AN OBJECT PASSE THROUGH EITHER LINE
A OR B. LINE A AND LINE B PRESENT THE VERTICAL

LOCATIONS OF THE DOOR REOPENING DEVICE NOT
REQUIRING CONTACT.
48" A.F.F. MAX

FOR FRONT

APPROACH
54" A.F.F. MAX.

FOR PARALLEL

APROACH
35" A.F.F.

MIN.
0' - 0 3/4"
5/8" MIN.
1 2
3 4
5 6

EMERGENCY STOP

EMERGENCY ALARM

DOOR OPEN

DOOR CLOSE

MAIN ENTRY FLOOR

NUMERAL HEIGHT
0' - 8 3/4"
29".

FLOOR LANDING NUMBERS

OF BOTH SIDES OF JAMB

HALL LANTERN

CALL BUTTON
42".
6'-0" MIN.

A
B
5".

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ACCESSIBILITY

DETAILS
.G1.13
1/16" = 1'-0" 2

ACCESSIBLE PARKING STALL

SIGNAGE
1/16" = 1'-0" 3

VEHICLE WARNING SIGNS
1/16" = 1'-0" 4

ACCESSIBLE PATH OF TRAVEL
1/2" = 1'-0" 5

ACCESSIBLE SYMBOL
3" = 1'-0" 6

TACTILE EXIT SIGN
1 1/2" = 1'-0" 7

ROOM MAX OCCUPANCY SIGN
1/16" = 1'-0" 8

HIGH / LOW DRINKING FOUNTAIN
3" = 1'-0" 9

TACTILE EXIT ROUTE SIGN
3" = 1'-0" 10
FLOOR IDENTIFICATION SIGNS 1
6" = 1'-0" 11

EXIT STAIR DOWN
3" = 1'-0" 12

FLOOR IDENTIFICATION SIGNS
3/8" = 1'-0" 13 EXIT & RESTROOM SIGNAGE
1/2" = 1'-0" 14

ACCESSIBLE SINK PLAN & SECTION
3" = 1'-0" 15

ELEVATOR FLOOR IDENTIFICATION
SIGNS
1 : 6 16 ELEVATOR CONTROL PANEL
Date Issues / Revisions:

City Council 22 – 19 12/6/2022

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

RESIDENTIAL
ACCESS.

DETAIL
.G1.15
Date Issues / Revisions:

City Council 22 – 20 12/6/2022

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

CALIFORNIA
GBSC
.G2.10
Date Issues / Revisions:

City Council 22 – 21 12/6/2022

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

CALIFORNIA
GBSC
.G2.11
Date Issues / Revisions:

City Council 22 – 22 12/6/2022

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ACOUSTIC
REPORT
.G2.20
Date Issues / Revisions:

City Council 22 – 23 12/6/2022
T T
T
TT
T
T
T
T
T
T
UP
DN
UP
4248 SF
RETAIL
2189 SF

AMENITIES
4669 SF
AREA A
2144 SF
RETAIL
63692 SF
GARAGE
Building Area Legend

AMENITIES
AREA A
GARAGE
RETAIL
69378 SF
GARAGE
Building Area Legend
GARAGE
64728 SF
GARAGE
2724 SF
AREA A
Building Area Legend
AREA A
GARAGE
6698 SF
AREA 8
7507 SF
AREA 7
7027 SF
AREA 6
5382 SF
AREA 4
7292 SF
AREA 5
8405 SF
AREA 3
6414 SF
AREA 2
1041 SF

AMENITIES
1039 SF

AMENITIES
6258 SF
AREA 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR AREA

ANALYSIS
CALCS
.G3.01
1/32" = 1'-0" 2
LEVEL 1
1/32" = 1'-0" 1

LEVEL B
1/32" = 1'-0" 3
LEVEL 2
1/32" = 1'-0" 4
LEVEL 3

AREA SCHEDULE (TYPE I AREA CALC- ALLOWABLE AREA CALCS

AREA NAME LEVEL
FLOOR
AREA

OCCUPAN

CY TYPE CONSTRUCTION TYPE

ALLOWABLE AREA PER
STORY

LEVEL B
GARAGE LEVEL B 69378 SF S-2 TYPE IA UL
69378 SF
LEVEL 1
AMENITIES LEVEL 1 2189 SF A-3 TYPE IA UL
AREA A LEVEL 1 4669 SF R-2 TYPE IA UL
GARAGE LEVEL 1 63692 SF S-2 TYPE IA UL
RETAIL LEVEL 1 2144 SF M TYPE IA UL
RETAIL LEVEL 1 4248 SF M TYPE IA UL
76942 SF
LEVEL 2
AREA A LEVEL 2 2724 SF R-2 TYPE IA UL
GARAGE LEVEL 2 64728 SF S-2 TYPE 1-A UL
67451 SF
Grand total 213771 SF

AREA SCHEDULE (TYPE III AREA CALC- ALLOWABLE AREA CALCS)

AREA LEVEL
OCCU
PANCY
TYPE

CONSTRUC
TION TYPE A(t)
BLDG
permiter F W I(f)
Increase
For
Multi-Story
Total
Allowable
area
FLOOR
AREA
1 AMENITIES LEVEL 3 A-3 TYPE IIIA 24,000 0' - 0" 2 48000 1041 SF AMENITIES LEVEL 3 A-3 TYPE IIIA 24,000 0' - 0" 2 48000 1039 SF AREA 1 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6258 SF AREA 1 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6392 SF AMENITIES LEVEL 4 A-3 TYPE IIIA 24,000 0' - 0" 2 48000 341 SF AREA 1 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 8276 SF AREA 1 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 8863 SF 32209 SF
2 AREA 2 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6414 SF AREA 2 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6458 SF AREA 2 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6458 SF AREA 2 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6458 SF AREA 2 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6478 SF 32268 SF
3 AREA 3 LEVEL 3 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8405 SF AREA 3 LEVEL 4 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8368 SF AREA 3 LEVEL 5 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8368 SF AREA 3 LEVEL 6 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8368 SF AREA 3 LEVEL 7 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8354 SF AREA 3 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 79' - 0" 0' - 0" 0 0 2 48000 296 SF AREA 3 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 329 SF 42489 SF
4 AREA 4 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5382 SF AREA 4 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5359 SF AREA 4 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5365 SF AREA 4 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5352 SF AREA 4 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5374 SF AREA 4 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 314 SF 27146 SF
5 AREA 5 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7292 SF AREA 5 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7292 SF AREA 5 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7286 SF AREA 5 LEVEL 6 R-2 TYPE IA 24,000 0' - 0" 2 48000 7298 SF AREA 5 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7257 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 311 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 309 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 304 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 313 SF 37661 SF
6 AREA 6 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7027 SF AREA 6 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7019 SF AREA 6 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 315 SF AREA 6 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 659 SF 36098 SF
7 AREA 7 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7507 SF AREA 7 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7591 SF 37671 SF
8 AREA 8 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6698 SF AREA 8 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5492 SF 31962 SF
Grand total 277504 SF
* PER CBC 2019 506.2.3 SINGLE-OCCUPANCY, MULTISTORY BUILDINGS.

EQUATION 5-2
Aa = [ At + ( NS X If )] X Sa
Aa = ( 24,000 + (24,000 X 0) ) X Sa = 48,000 SQ. FT

ACCESSORY USE CALCS
Level Name Area
OCCU.

TYPE RATIO ACCESSORY USE NOTES
LEVEL 1
LEVEL 1 LEASING 2218 SF B 3.8% ACCESSORY TO S-2
LEVEL 1 RETAIL 2102 SF M 3.6% ACCESSORY TO S-2
LEVEL 1 RETAIL 4231 SF M 7.3% ACCESSORY TO S-2
LEVEL 1 RESIDENTIAL 4792 SF R-2 8.3% ACCESSORY TO S-2
LEVEL 1 GARAGE 57772 SF S-2 -
LEVEL 2
LEVEL 2 RESIDENTIAL 2724 SF R-2 4.7% ACCESSORY TO S-2
LEVEL 2 GARAGE 58475 SF S-2 -
LEVEL 3
LEVEL 3 FITNESS 1039 SF A-3 1.9% ACCESSORY TO R-2
LEVEL 3 CLUBROOM 1124 SF A-3 2.1% ACCESSORY TO R-2
LEVEL 3 RESIDENTIAL 54686 SF R-2 -
LEVEL 4
LEVEL 4 YOGA 375 SF A-3 0.7% ACCESSORY TO R-2
LEVEL 4 RESDIENTIAL 54675 SF R-2 -
LEVEL 4 MECH ROOM 283 SF S-2 0.5% ACCESSORY TO R-2

STORAGE REQUIREMENT
PER SANTA ANA MINICIPLE CODE SEC. 41.272 - STORAGE SPACE STORAGE SPACE SHALL BE AT LEAST 250 CUBIC FEET IN SIZE AND SHALL HAVE MINIMUM DIMENSIONS OF 4 FEET BY 8 FEET.
4' X 8' X 9' FLR TO CLG H.T. = 288 C.U. PER UNIT > 250 C.U. 4' X 8' X 260 UNITS = 8,320 SQ. FT. MIN.
15,868 SQ. FT. PROVIDED ALLOWED
Date Issues / Revisions:

City Council 22 – 24 12/6/2022
UP
UP
UP
6591 SF
AREA 8
7524 SF
AREA 7 7026 SF
AREA 6
5359 SF
AREA 4
7292 SF
AREA 5
8368 SF
AREA 3
6458 SF
AREA 2
341 SF

AMENITIES
6392 SF
AREA 1
Building Area Legend

AMENITIES
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
AREA 8
8276 SF
AREA 1
6458 SF
AREA 2
8368 SF
AREA 3
7286 SF
AREA 5
5365 SF
AREA 4
7026 SF
AREA 6
7524 SF
AREA 7
6591 SF
AREA 8
6591 SF
AREA 8
7524 SF
AREA 7
7026 SF
AREA 6
7298 SF
AREA 5
5352 SF
AREA 4
8368 SF
AREA 3
8863 SF
AREA 1
6458 SF
AREA 2
4096 SF

AMENITIES
6478 SF
AREA 2
8354 SF
AREA 3
7019 SF
AREA 6
5374 SF
AREA 4
7591 SF
AREA 7
5492 SF
AREA 8
1050 SF

AMENITIES
7257 SF
AREA 5
4829 SF
AREA 1
311 SF
AREA 5
309 SF
AREA 5
315 SF
AREA 6
314 SF
AREA 4
304 SF
AREA 5 659 SF
AREA 6
313 SF
AREA 5
296 SF
AREA 3
329 SF
AREA 3
24' - 9"
25' - 7"
12' - 4"
4' - 7"
8' - 1"
21' - 7"
324 SF
AREA 5

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR AREA

ANALYSIS
CALCS
.G3.02
1/32" = 1'-0" 1
LEVEL 4
1/32" = 1'-0" 2
LEVEL 5
1/32" = 1'-0" 3
LEVEL 6
1/32" = 1'-0" 4
LEVEL 7
1/32" = 1'-0" 5

MAZZ/LOWER ROOF
AREA SCHEDULE (TYPE III AREA CALC- ALLOWABLE AREA CALCS LEVEL 4-7)

AREA LEVEL
OCCU
PANCY
TYPE

CONSTRUC
TION TYPE A(t)
BLDG
permiter F W I(f)
Increase
For
Multi-Story
Total
Allowable
area
FLOOR
AREA
1 AMENITIES LEVEL 3 A-3 TYPE IIIA 24,000 0' - 0" 2 48000 1041 SF AMENITIES LEVEL 3 A-3 TYPE IIIA 24,000 0' - 0" 2 48000 1039 SF AREA 1 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6258 SF AREA 1 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6392 SF AMENITIES LEVEL 4 A-3 TYPE IIIA 24,000 0' - 0" 2 48000 341 SF AREA 1 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 8276 SF AREA 1 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 8863 SF 32209 SF
2 AREA 2 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6414 SF AREA 2 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6458 SF AREA 2 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6458 SF AREA 2 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6458 SF AREA 2 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6478 SF 32268 SF
3 AREA 3 LEVEL 3 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8405 SF AREA 3 LEVEL 4 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8368 SF AREA 3 LEVEL 5 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8368 SF AREA 3 LEVEL 6 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8368 SF AREA 3 LEVEL 7 R-2 TYPE IIIA 24,000 468' - 0" 201' - 1" 30 0.18 2 48000 8354 SF AREA 3 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 79' - 0" 0' - 0" 0 0 2 48000 296 SF AREA 3 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 329 SF 42489 SF
4 AREA 4 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5382 SF AREA 4 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5359 SF AREA 4 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5365 SF AREA 4 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5352 SF AREA 4 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5374 SF AREA 4 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 314 SF AREA SCHEDULE (TYPE III AREA CALC- ALLOWABLE AREA CALCS LEVEL 4-7)

AREA LEVEL
OCCU
PANCY
TYPE

CONSTRUC
TION TYPE A(t)
BLDG
permiter F W I(f)
Increase
For
Multi-Story
Total
Allowable
area
FLOOR
AREA
27146 SF
5 AREA 5 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7292 SF AREA 5 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7292 SF AREA 5 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7286 SF AREA 5 LEVEL 6 R-2 TYPE IA 24,000 0' - 0" 2 48000 7298 SF AREA 5 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7257 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 311 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 309 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 304 SF AREA 5 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 313 SF 37661 SF
6 AREA 6 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7027 SF AREA 6 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7026 SF AREA 6 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7019 SF AREA 6 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 315 SF AREA 6 MAZZ/LOWER ROOF R-2 TYPE IIIA 24,000 0' - 0" 2 48000 659 SF 36098 SF
7 AREA 7 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7507 SF AREA 7 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7524 SF AREA 7 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 7591 SF 37671 SF
8 AREA 8 LEVEL 3 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6698 SF AREA 8 LEVEL 4 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 5 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 6 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 6591 SF AREA 8 LEVEL 7 R-2 TYPE IIIA 24,000 0' - 0" 2 48000 5492 SF 31962 SF
Grand total 277504 SF
Date Issues / Revisions:

City Council 22 – 25 12/6/2022
T
T
T
TT
T
T
T
T
T
T
DN

COMMON PATH OF TRAVEL

PRIMARY TRAVEL DISTANCE

ACCESSIBLE PATH OF TRAVEL
EXIT 200 EXIT DISCHARGE

OVERALL DIAGONAL DISTANCE

EXIT SIGN
1 HR RATED WALL
2 HR RATED WALL
3 HR RATED WALL

FIREWALL
1/3 DIAGONAL DISTANCE
184 SF
STAIR 3
179 SF
JAN
765 SF
STOR 599 SF
LOBBY
559 SF
TRASH
586 SF
STOR
252 SF
STAIR 4
4669 SF

LIVE/WORK
2144 SF
RETAIL
1543 SF

LEASING
646 SF

MAIL/PARCEL
4248 SF
RETAIL
227 SF
STAIR 1
57 SF

ELEV MECH
754 SF
TRASH
614 SF
ELEC.
297 SF
MPOE
197 SF

FIRE PUMP
338 SF

INVERTER
416 SF
STAIR 2
722 SF
ELEC.
124 SF
STOR
7019 SF

GARAGE - SECURED
469 SF

FAN ROOM
45799 SF
GARAGE
EXIT 85
TRAVEL DISTANCE = 288'
EXIT
85 EXIT 36
EXIT 85
EXIT 72
EXIT
16 EXIT 6 EXIT 6 EXIT 6 EXIT 6
EXIT
36 OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"
253 OCC. / 3 = 85

OCCUPANT LOAD
85 OCC.

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

OCCUPANT LOAD
56 OCC.

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"
OVERALL DIAGONAL DISTANCE = 410'
380' > 1/3 DIAGONAL DISTANCE
TRAVEL DISTANCE = 177'
EXIT 71
OVERALL DIAGONAL DISTANCE = 85'
OVERALL DIAGONAL DISTANCE = 99'
TRAVEL DISTANCE = 91'
TRAVEL DISTANCE = 163'
EXIT 3
57' > 1/3 DIAGONAL

DISTANCE
82' > 1/3 DIAGONAL DISTANCE
EXIT
3 TRAVEL DISTANCE = 290'
327' > 1/3 DIAGONAL DISTANCE
14' - 2 3/4"
60726 SF

GARAGE - SECURED
226 SF
STAIR 3
209 SF
STOR
544 SF
SHOP
271 SF
STOR
108 SF

RESTROOM
177 SF
STOR
100 SF

ELEV MECH
124 SF
LOBBY
651 SF

FAN ROOM
743 SF
STOR
416 SF
STAIR 2
137 SF
STOR
624 SF
STOR 219 SF
STAIR 1
575 SF
STOR
295 SF
STOR
252 SF
STAIR 4
200 SF
STOR
177 SF
LOBBY
956 SF
STOR
164 SF
STOR

OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

OCCUPANT LOAD
86 OCC.

STAIR WIDTH
REQUIRED: 86 x .3 = 25.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 59 x .2 = 17.2"
PROVIDED : 36" EXIT
85 EXIT 85
EXIT 86
EXIT 85
COMMON PATH OF TRAVEL = 147'
TRAVEL DISTANCE = 174' TRAVEL DISTANCE = 174'
TRAVEL DISTANCE = 156'
TRAVEL DISTANCE = 210'
TRAVEL DISTANCE = 211'

COMMON PATH OF
TRAVEL = 70'
450' > 1/3 DIAGONAL DISTANCE

OCCUPANT LOAD
85 OCC.

STAIR WIDTH
REQUIRED: 85 x .3 = 25.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 85 x .2 = 17"
PROVIDED : 36"

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

EXITING

DIAGRAM
1/16" = 1'-0" .G3.04

EXITING PLAN LEGEND
1" = 30'-0" 2
LEVEL 1 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 1
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occup
ancy
Load
LEVEL 1 LEASING B 1543 SF 100 16
LEVEL 1 MAIL/PARCEL B 646 SF 300 3
B: 2 19
LEVEL 1 RETAIL M 2144 SF 60 36
LEVEL 1 RETAIL M 4248 SF 60 71
M: 2 107
LEVEL 1 LIVE/WORK R-2 4669 SF 200 24
R-2: 1 24
LEVEL 1 STAIR 3 S-2 184 SF 200 1
LEVEL 1 GARAGE S-2 45799
SF
200 229
LEVEL 1 LOBBY S-2 599 SF 200 3
LEVEL 1 STAIR 4 S-2 252 SF 200 2
LEVEL 1 STAIR 1 S-2 227 SF 200 2
LEVEL 1 STAIR 2 S-2 416 SF 200 3
LEVEL 1 GARAGE -

SECURED
S-2 7019 SF 200 36
LEVEL 1 JAN S-2 179 SF 300 1
LEVEL 1 STOR S-2 765 SF 300 3
LEVEL 1 TRASH S-2 559 SF 300 2
LEVEL 1 STOR S-2 586 SF 300 2
LEVEL 1 ELEV MECH S-2 57 SF 300 1
LEVEL 1 TRASH S-2 754 SF 300 3
LEVEL 1 ELEC. S-2 614 SF 300 3
LEVEL 1 MPOE S-2 297 SF 300 1
LEVEL 1 FIRE PUMP S-2 197 SF 300 1
LEVEL 1 INVERTER S-2 338 SF 300 2
LEVEL 1 ELEC. S-2 722 SF 300 3
LEVEL 1 STOR S-2 124 SF 300 1
LEVEL 1 FAN ROOM S-2 469 SF 300 2
S-2: 20 301
Grand total: 25 451
1" = 30'-0" 1

LEVEL B EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL B
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occup
ancy
Load

LEVEL B GARAGE -

SECURED
S-2 60726
SF
200 304
LEVEL B STAIR 3 S-2 226 SF 200 2
LEVEL B SHOP S-2 544 SF 200 3
LEVEL B RESTROOM S-2 108 SF 200 1
LEVEL B LOBBY S-2 124 SF 200 1
LEVEL B STAIR 1 S-2 219 SF 200 2
LEVEL B STAIR 4 S-2 252 SF 200 2
LEVEL B LOBBY S-2 177 SF 200 1
LEVEL B STOR S-2 209 SF 300 1
LEVEL B STOR S-2 271 SF 300 1
LEVEL B STOR S-2 177 SF 300 1
LEVEL B ELEV MECH S-2 100 SF 300 1
LEVEL B FAN ROOM S-2 651 SF 300 3
LEVEL B STOR S-2 743 SF 300 3
LEVEL B STAIR 2 S-2 416 SF 300 2
LEVEL B STOR S-2 137 SF 300 1
LEVEL B STOR S-2 624 SF 300 3
LEVEL B STOR S-2 575 SF 300 2
LEVEL B STOR S-2 295 SF 300 1
LEVEL B STOR S-2 200 SF 300 1
LEVEL B STOR S-2 956 SF 300 4
LEVEL B STOR S-2 164 SF 300 1
S-2: 22 341
341
Date Issues / Revisions:

City Council 22 – 26 12/6/2022
LINE UP LEVEL 3

LANDSCAPE FILE WITH

ARCHITECTURE CAD FILE - USING
THE NONPRINT_BUILDING

FOOTIPRINT LAYER CLUB ROOM
B
A A
C
C C
B
C
C
D
A
D
C
C
D
A
C

G G G H H H
B A

COMMON PATH OF TRAVEL

PRIMARY TRAVEL DISTANCE

ACCESSIBLE PATH OF TRAVEL
EXIT 200 EXIT DISCHARGE

OVERALL DIAGONAL DISTANCE

EXIT SIGN
1 HR RATED WALL
2 HR RATED WALL
3 HR RATED WALL

FIREWALL
1/3 DIAGONAL DISTANCE
5283 SF
AREA 4
6265 SF
AREA 5
949 SF
STOR 6975 SF
AREA 6
88 SF
STOR
7541 SF
AREA 7
6480 SF
AREA 8
50 SF
TRASH
6149 SF
AREA 1
5537 SF
AREA 2
7836 SF
AREA 3
266 SF
STAIR 2
41 SF
STOR
28 SF
STOR
391 SF
STOR
92 SF
STAIR 3
192 SF
STAIR 4
60 SF
STOR
76 SF
STOR
92 SF
STAIR 1
54 SF
TRASH
43 SF
STOR
1041 SF

CLUBROOM
948 SF

CORRIDOR
555 SF
POOL
140 SF
SPA
2535 SF

OPEN COURTYARD
(PUBLIC)
436 SF

BBQ AREA
1993 SF

POOL DECK
244 SF

SEATING
202 SF

SEATING
384 SF

SEATING
455 SF

SEATING
246 SF

SEATING
161 SF
SEATING OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE
EXIT 134
EXIT 133
EXIT 133
EXIT 36
EXIT 35
42' - 5"
DIAGONAL DISTANCE = 92'-0"
EXIT 89
EXIT
89 689 SF
FITNESS EXIT 14
TRAVEL DISTANCE = 80'

OCCUPANT LOAD
134 OCC.

STAIR WIDTH
REQUIRED: 134 x .3 = 40.2"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 134 x .2 = 26.8"
PROVIDED : 36"
EXIT
170

OCCUPANT LOAD
170 OCC.

EGRESS WIDTH
REQUIRED: 170 x .3 = 51"
PROVIDED: 13'-9"
TRAVEL DISTANCE = 63'
TRAVEL DISTANCE = 225'
TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 98'
TRAVEL DISTANCE = 156'
TRAVEL DISTANCE = 137'
POOL AREA - A3
15 OCC. POOL/SPA
133 OCC. POOL DECK
30 OCC. BBQ AREA
TOTAL: 178 OCC.

EGRESS WIDTH
REQUIRED : 178 x .2 = 35.6"
PROVIDED : 36"

OCCUPANT LOAD
133 OCC.

STAIR WIDTH
REQUIRED: 133 x .3 = 39.9"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 133 x .2 = 26.6"
PROVIDED : 36"

OCCUPANT LOAD
133 OCC.

STAIR WIDTH
REQUIRED: 133 x .3 = 39.9"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 133 x .2 = 26.6"
PROVIDED : 36"

OCCUPANT LOAD
133 OCC.

STAIR WIDTH
REQUIRED: 133 x .3 = 39.9"
PROVIDED: 60"

EGRESS WIDTH
REQUIRED : 133 x .2 = 26.6"
PROVIDED : 36"
EXIT
134
EXIT 133

OCCUPANT LOAD
134 OCC.

STAIR WIDTH
REQUIRED: 134 x .3 = 40.2"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 134 x .2 = 26.8"
PROVIDED : 36"
350 SF

RESTROOM
52887 SF

GARAGE - SECURED
571 SF
STOR
440 SF
STAIR 4
2493 SF

LIVE/WORK
941 SF
STOR
81 SF
STAIR 1
77 SF
JAN
684 SF
STOR
207 SF

WATER HEATER
393 SF
STOR
245 SF
STOR
291 SF
STOR
416 SF
STAIR 2
492 SF
GAS
124 SF
STOR
155 SF
STOR
601 SF
STOR
53 SF
STAIR 3
434 SF

GAS SUB METER
244 SF
STOR
301 SF
STOR
150 SF
LOBBY

OCCUPANT LOAD
76 OCC.

STAIR WIDTH
REQUIRED: 76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 76 x .2 = 15.2"
PROVIDED : 36"
OVERALL DIAGONAL DISTANCE = 417'
377' > 1/3 DIAGONAL DISTANCE
RAMP DOWN TO LEVEL 1
EXIT 76
EXIT 76
EXIT 3
TRAVEL DISTANCE = 175'
TRAVEL DISTANCE = 159'
EXIT 76
TRAVEL DISTANCE = 159'
TRAVEL DISTANCE = 184'
COMMON PATH OF TRAVEL = 99'
TRAVEL DISTANCE = 124'
EXIT
76 EXIT 4
EXIT 3
EXIT 3

OCCUPANT LOAD
76 OCC.

STAIR WIDTH
REQUIRED: 76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 76 x .2 = 15.2"
OCCUPANT LOAD PROVIDED : 36"
76 OCC.

STAIR WIDTH
REQUIRED: 76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 76 x .2 = 15.2"
PROVIDED : 36"

OCCUPANT LOAD
76 OCC.

STAIR WIDTH
REQUIRED: 76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED : 76 x .2 = 15.2"
PROVIDED : 36"

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

EXITING

DIAGRAM
1/16" = 1'-0" .G3.05

EXITING PLAN LEGEND
1" = 30'-0" 2
LEVEL 3 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 3
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occup
ancy
Load
LEVEL 3 POOL .A-3 555 SF 50 12
LEVEL 3 SPA .A-3 140 SF 50 3
LEVEL 3 SEATING .A-3 244 SF 15 17
LEVEL 3 SEATING .A-3 202 SF 15 14
LEVEL 3 SEATING .A-3 384 SF 15 26
LEVEL 3 SEATING .A-3 455 SF 15 31
LEVEL 3 SEATING .A-3 246 SF 15 17
LEVEL 3 SEATING .A-3 161 SF 15 11
LEVEL 3 BBQ AREA .A-3 436 SF 15 30
LEVEL 3 POOL DECK .A-3 1993 SF 15 133
LEVEL 3 OPEN

COURTYARD
(PUBLIC)
.A-3 2535 SF 15 170
.A-3: 11 464
LEVEL 3 CLUBROOM A-3 1041 SF 15 70
LEVEL 3 FITNESS A-3 689 SF 50 14
LEVEL 3 RESTROOM A-3 350 SF 0
A-3: 3 84
LEVEL 3 AREA 4 R-2 5283 SF 200 27
LEVEL 3 AREA 5 R-2 6265 SF 200 32
LEVEL 3 AREA 6 R-2 6975 SF 200 35
LEVEL 3 AREA 7 R-2 7541 SF 200 38
LEVEL 3 AREA 8 R-2 6480 SF 200 33
LEVEL 3 AREA 1 R-2 6149 SF 200 31
LEVEL 3 AREA 2 R-2 5537 SF 200 28
LEVEL 3 AREA 3 R-2 7836 SF 200 40
LEVEL 3 STAIR 2 R-2 266 SF 200 2
LEVEL 3 STAIR 3 R-2 92 SF 200 1
LEVEL 3 STAIR 4 R-2 192 SF 200 1
LEVEL 3 STAIR 1 R-2 92 SF 200 1
LEVEL 3 CORRIDOR R-2 948 SF 200 5
R-2: 13 274
LEVEL 3 STOR S-2 949 SF 300 4
LEVEL 3 STOR S-2 88 SF 300 1
LEVEL 3 TRASH S-2 50 SF 300 1
LEVEL 3 STOR S-2 41 SF 300 1
LEVEL 3 STOR S-2 28 SF 300 1
LEVEL 3 STOR S-2 391 SF 300 2
LEVEL 3 STOR S-2 60 SF 300 1
LEVEL 3 STOR S-2 76 SF 300 1
LEVEL 3 TRASH S-2 54 SF 300 1
LEVEL 3 STOR S-2 43 SF 300 1
S-2: 10 14
Grand total: 37 836
TOTAL OCCUPANTS (INDOOR) = 373 + 85
(50% COURTYARD PRIVATE) = 458
TOTAL EXITS PROVIDED = 4
OCCCUPANT LOAD PER STAIR = 458/4
= 115
TOTAL OCCUPANTS (OUTDOOR) = 379
1" = 30'-0" 1
LEVEL 2 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 2
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occup
ancy
Load
LEVEL 2 LIVE/WORK R-2 2493 SF 200 13
R-2: 1 13
LEVEL 2 GARAGE -

SECURED
S-2 52887
SF
200 265
LEVEL 2 STAIR 4 S-2 440 SF 200 3
LEVEL 2 STAIR 1 S-2 81 SF 200 1
LEVEL 2 STAIR 2 S-2 416 SF 200 3
LEVEL 2 STAIR 3 S-2 53 SF 200 1
LEVEL 2 LOBBY S-2 150 SF 200 1
LEVEL 2 STOR S-2 571 SF 300 2
LEVEL 2 STOR S-2 941 SF 300 4
LEVEL 2 JAN S-2 77 SF 300 1
LEVEL 2 STOR S-2 684 SF 300 3
LEVEL 2 WATER
HEATER
S-2 207 SF 300 1
LEVEL 2 STOR S-2 393 SF 300 2
LEVEL 2 STOR S-2 245 SF 300 1
LEVEL 2 STOR S-2 291 SF 300 1
LEVEL 2 GAS S-2 492 SF 300 2
LEVEL 2 STOR S-2 124 SF 300 1
LEVEL 2 STOR S-2 155 SF 300 1
LEVEL 2 STOR S-2 601 SF 300 3
LEVEL 2 GAS SUB
METER
S-2 434 SF 300 2
LEVEL 2 STOR S-2 244 SF 300 1
LEVEL 2 STOR S-2 301 SF 300 2
S-2: 21 301
Grand total: 22 314
Date Issues / Revisions:

City Council 22 – 27 12/6/2022

COMMON PATH OF TRAVEL

PRIMARY TRAVEL DISTANCE

ACCESSIBLE PATH OF TRAVEL
EXIT 200 EXIT DISCHARGE

OVERALL DIAGONAL DISTANCE

EXIT SIGN
1 HR RATED WALL
2 HR RATED WALL
3 HR RATED WALL

FIREWALL
1/3 DIAGONAL DISTANCE
5283 SF
AREA 4
6265 SF
AREA 5
949 SF
STOR 6975 SF
AREA 6
88 SF
STOR
7541 SF
AREA 7
6480 SF
AREA 8
50 SF
TRASH
8230 SF
AREA 1
6478 SF
AREA 2
7836 SF
AREA 3
266 SF
STAIR 2
41 SF

STORAGE
28 SF
IDF
391 SF
STOR
92 SF
STAIR 3
192 SF
STAIR 4
60 SF

STORAGE

OCCUPANT LOAD
75 OCC.

TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 225'

OCCUPANT LOAD
75 OCC.

TRAVEL DISTANCE = 68'
TRAVEL DISTANCE = 98'

OCCUPANT LOAD
75 OCC.

TRAVEL DISTANCE = 107' TRAVEL DISTANCE 209'
TRAVEL DISTANCE = 80'

OCCUPANT LOAD
75 OCC.

HORIZONTAL EXIT
STAND PIPES WITH IN 100' OF

EACH SIDE PER
CBC SECTION 905.4 EXCEPTION

STAIR WIDTH
REQUIRED:75 x .3 = 22.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 75 x .2 = 15"
PROVIDED : 36"
OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE
76 SF

STORAGE
92 SF
STAIR 1

STAIR WIDTH
REQUIRED:75 x .3 = 22.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 75 x .2 = 15"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:75 x .3 = 22.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 75 x .2 = 15"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:75 x .3 = 22.5"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 75 x .2 = 15"
PROVIDED : 36"
EXIT 75
EXIT 75
EXIT 75
EXIT 75
54 SF
TRASH
73 SF

STORAGE
5283 SF
AREA 4
6265 SF
AREA 5
949 SF
STOR 6975 SF
AREA 6
88 SF
STOR
7541 SF
AREA 7
6480 SF
AREA 8
50 SF
TRASH
6008 SF
AREA 1
6478 SF
AREA 2
7836 SF
AREA 3
266 SF
STAIR 2
41 SF
STOR
28 SF
IDF
391 SF
STOR
92 SF
STAIR 3
192 SF
STAIR 4
60 SF
STOR

OCCUPANT LOAD
78 OCC.

TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 225'

OCCUPANT LOAD
78 OCC.

TRAVEL DISTANCE = 72'
TRAVEL DISTANCE = 98'

OCCUPANT LOAD
78 OCC.

TRAVEL DISTANCE = 107' TRAVEL DISTANCE 209'
TRAVEL DISTANCE = 80'

OCCUPANT LOAD
78 OCC.

HORIZONTAL EXIT
STAND PIPES WITH IN 100' OF

EACH SIDE PER
CBC SECTION 905.4 EXCEPTION

STAIR WIDTH
REQUIRED:78 x .3 = 23.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 78 x .2 = 15.6"
PROVIDED : 36"
OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE
76 SF
STOR
92 SF
STAIR 1
EXIT 78
EXIT 78
EXIT 78
EXIT 78
54 SF
TRASH
73 SF
STOR
341 SF
YOGA
285 SF
MECH.

STAIR WIDTH
REQUIRED:78 x .3 = 23.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 78 x .2 = 15.6"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:78 x .3 = 23.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 78 x .2 = 15.6"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:78 x .3 = 23.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 78 x .2 = 15.6"
PROVIDED : 36"
EXIT 23

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

EXITING

DIAGRAM
1/16" = 1'-0" .G3.06

EXITING PLAN LEGEND
1" = 30'-0" 2
LEVEL 5 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 5
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occupancy
Load
LEVEL 5 AREA 4 R-2 5283 SF 200 27
LEVEL 5 AREA 5 R-2 6265 SF 200 32
LEVEL 5 AREA 6 R-2 6975 SF 200 35
LEVEL 5 AREA 7 R-2 7541 SF 200 38
LEVEL 5 AREA 8 R-2 6480 SF 200 33
LEVEL 5 AREA 1 R-2 8230 SF 200 42
LEVEL 5 AREA 2 R-2 6478 SF 200 33
LEVEL 5 AREA 3 R-2 7836 SF 200 40
LEVEL 5 STAIR 2 R-2 266 SF 200 2
LEVEL 5 STAIR 3 R-2 92 SF 200 1
LEVEL 5 STAIR 4 R-2 192 SF 200 1
LEVEL 5 STAIR 1 R-2 92 SF 200 1
R-2: 12 285
LEVEL 5 STOR S-2 949 SF 300 4
LEVEL 5 STOR S-2 88 SF 300 1
LEVEL 5 TRASH S-2 50 SF 300 1
LEVEL 5 STORA
GE
S-2 41 SF 300 1
LEVEL 5 IDF S-2 28 SF 300 1
LEVEL 5 STOR S-2 391 SF 300 2
LEVEL 5 STORA
GE
S-2 60 SF 300 1
LEVEL 5 STORA
GE
S-2 76 SF 300 1
LEVEL 5 TRASH S-2 54 SF 300 1
LEVEL 5 STORA
GE
S-2 73 SF 300 1
S-2: 10 14
Grand total: 22 299
1" = 30'-0" 1
LEVEL 4 EXITING DIAGRAM
Area Schedule (TAG gross bldg) LVL 4
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occupancy
Load
LEVEL 4 YOGA A-3 341 SF 15 23
A-3: 1 23
LEVEL 4 AREA 4 R-2 5283 SF 200 27
LEVEL 4 AREA 5 R-2 6265 SF 200 32
LEVEL 4 AREA 6 R-2 6975 SF 200 35
LEVEL 4 AREA 7 R-2 7541 SF 200 38
LEVEL 4 AREA 8 R-2 6480 SF 200 33
LEVEL 4 AREA 1 R-2 6008 SF 200 31
LEVEL 4 AREA 2 R-2 6478 SF 200 33
LEVEL 4 AREA 3 R-2 7836 SF 200 40
LEVEL 4 STAIR 2 R-2 266 SF 200 2
LEVEL 4 STAIR 3 R-2 92 SF 200 1
LEVEL 4 STAIR 4 R-2 192 SF 200 1
LEVEL 4 STAIR 1 R-2 92 SF 200 1
R-2: 12 274
LEVEL 4 STOR S-2 949 SF 300 4
LEVEL 4 STOR S-2 88 SF 300 1
LEVEL 4 TRASH S-2 50 SF 300 1
LEVEL 4 STOR S-2 41 SF 300 1
LEVEL 4 IDF S-2 28 SF 300 1
LEVEL 4 STOR S-2 391 SF 300 2
LEVEL 4 STOR S-2 60 SF 300 1
LEVEL 4 STOR S-2 76 SF 300 1
LEVEL 4 TRASH S-2 54 SF 300 1
LEVEL 4 STOR S-2 73 SF 300 1
LEVEL 4 MECH. S-2 285 SF 300 1
S-2: 11 15
Grand total: 24 312
Date Issues / Revisions:

City Council 22 – 28 12/6/2022
UP
UP
UP
G G G
G G
F F
D

E E E E E
DDD
DDDDDD
I
I I
I
E
G G
D
E
G G
I
G
EE

I I H H H H
H
H
L
H
G
GG

COMMON PATH OF TRAVEL

PRIMARY TRAVEL DISTANCE

ACCESSIBLE PATH OF TRAVEL
EXIT 200 EXIT DISCHARGE

OVERALL DIAGONAL DISTANCE

EXIT SIGN
1 HR RATED WALL
2 HR RATED WALL
3 HR RATED WALL

FIREWALL
1/3 DIAGONAL DISTANCE
5283 SF
AREA 4 6265 SF
AREA 5
949 SF

STORAGE
6975 SF
AREA 6
7541 SF
AREA 7
5240 SF
AREA 8
7836 SF
AREA 3
391 SF

STORAGE
28 SF
IDF
41 SF

STORAGE
6478 SF
AREA 2
4702 SF
73 SF AREA 1

STORAGE
2118 SF

SOUTH TERRACE
464 SF

NORTH TERRACE
Area Legend
AREA 1
AREA 2
AREA 3
AREA 4
AREA 5
AREA 6
AREA 7
AREA 8
IDF

NORTH TERRACE

SOUTH TERRACE
STAIR 1
STAIR 2
STAIR 3
STAIR 4

STORAGE
TRASH

OCCUPANT LOAD
68 OCC.

TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 225'

OCCUPANT LOAD
68 + 24 (LOUNGE FIXED
SEATING) OCC = 92 OCC.

TRAVEL DISTANCE = 63'

NORTH TERRACE
464 DECK AREA

W/FIXED SEATING
= 31 OCC
TRASH
63 SF
S1 TRAVEL DISTANCE = 98'

OCCUPANT LOAD
68 OCC.

TRAVEL DISTANCE = 107'
TRASH
65 SF
S1
TRAVEL DISTANCE 209'
EXIT 117

OVERALL DIAGONAL
DISTANCE = 75'
TRAVEL DISTANCE = 72'

OCCUPANT LOAD
68 + 49 (LOUNGE FIXED
SEATING) OCC = 117 OCC.

STAIR WIDTH
REQUIRED:117 x .3 = 35.1"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 117 x .2 = 23.4"
PROVIDED : 36"

SOUTH TERRACE
1669 DECK AREA W/FIXED
SHEATHING = 112 OCC
REQUIRED EXIT WIDTH:
112 x .2 = 22.4"
PROVIDED: 66"

HORIZONTAL EXIT
STAND PIPES WITH IN 100' OF

EACH SIDE PER
CBC SECTION 905.4 EXCEPTION
OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE EXIT 68
EXIT 92
EXIT 68 TRAVEL DISTANCE = 59'
192 SF
STAIR 4
92 SF
STAIR 3
266 SF
STAIR 2

STAIR WIDTH
REQUIRED: 92 x .3 = 27.6"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 92 x .2 = 18.4"
PROVIDED : 36"

STAIR WIDTH
REQUIRED: 68 x .3 = 20.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 68 x .2 = 13.6"
PROVIDED : 36"

STAIR WIDTH
REQUIRED: 68 x .3 = 20.4"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 68 x .2 = 13.6"
PROVIDED : 36"
92 SF
STAIR 1
5283 SF
AREA 4
6265 SF
AREA 5
949 SF
STOR 6975 SF
AREA 6
88 SF
STOR
7541 SF
AREA 7
6480 SF
AREA 8
50 SF
TRASH
8812 SF
AREA 1
6478 SF
AREA 2
7836 SF
AREA 3
266 SF
STAIR 2
41 SF

STORAGE
28 SF
IDF
391 SF
STOR
92 SF
STAIR 3
192 SF
STAIR 4
60 SF

STORAGE

OCCUPANT LOAD
76 OCC.

TRAVEL DISTANCE = 208'
TRAVEL DISTANCE = 225'

OCCUPANT LOAD
76 OCC.

TRAVEL DISTANCE = 72'
TRAVEL DISTANCE = 98'

OCCUPANT LOAD
76 OCC.

TRAVEL DISTANCE = 107' TRAVEL DISTANCE 209'
TRAVEL DISTANCE = 80'

OCCUPANT LOAD
76 OCC.

HORIZONTAL EXIT
STAND PIPES WITH IN 100' OF

EACH SIDE PER
CBC SECTION 905.4 EXCEPTION

STAIR WIDTH
REQUIRED:76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 76 x .2 = 15.2"
PROVIDED : 36"
EXIT 75
EXIT 75
EXIT 75
EXIT 75
OVERALL DIAGONAL DISTANCE = 478'
376' > 1/3 DIAGONAL DISTANCE
76 SF

STORAGE
92 SF
STAIR 1
54 SF
TRASH
73 SF
STOR

STAIR WIDTH
REQUIRED:76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 76 x .2 = 15.2"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 76 x .2 = 15.2"
PROVIDED : 36"

STAIR WIDTH
REQUIRED:76 x .3 = 22.8"
PROVIDED: 48"

EGRESS WIDTH
REQUIRED: 76 x .2 = 15.2"
PROVIDED : 36"

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

EXITING

DIAGRAM
1/16" = 1'-0" .G3.07

EXITING PLAN LEGEND
TOTAL OCCUPANTS = 445
TOTAL EXIT REQUIRED = 2
OCCUPANT LOAD PER STAIR = 111
1" = 30'-0" 2
LEVEL 7 EXITING DIAGRAM
1" = 30'-0" 1
LEVEL 6 EXITING DIAGRAM
LEVEL 7 AREA 4 R-2 5283 SF 200 27
LEVEL 7 AREA 5 R-2 6265 SF 200 32
LEVEL 7 AREA 6 R-2 6975 SF 200 35
LEVEL 7 AREA 7 R-2 7541 SF 200 38
LEVEL 7 AREA 8 R-2 5240 SF 200 27
LEVEL 7 AREA 3 R-2 7836 SF 200 40
LEVEL 7 AREA 2 R-2 6478 SF 200 33
LEVEL 7 AREA 1 R-2 4702 SF 200 24
LEVEL 7 STAIR 4 R-2 192 SF 200 1
LEVEL 7 STAIR 3 R-2 92 SF 200 1
LEVEL 7 STAIR 2 R-2 266 SF 200 2
LEVEL 7 STAIR 1 R-2 92 SF 200 1
R-2: 12 261
LEVEL 7 STORAGE S-2 949 SF 300 4
LEVEL 7 STORAGE S-2 391 SF 300 2
LEVEL 7 IDF S-2 28 SF 300 1
LEVEL 7 STORAGE S-2 41 SF 300 1
LEVEL 7 STORAGE S-2 73 SF 300 1
LEVEL 7 STORAGE S-2 88 SF 300 1
LEVEL 7 TRASH S-2 54 SF 300 1
S-2: 7 11
Grand total: 19 272
Area Schedule (TAG gross bldg) LVL 6
Level Name
OCC.

TYPE Area
Occupant
Load
Factor
(O.L.F.)
Occupancy
Load
LEVEL 6 AREA 4 R-2 5283 SF 200 27
LEVEL 6 AREA 5 R-2 6265 SF 200 32
LEVEL 6 AREA 6 R-2 6975 SF 200 35
LEVEL 6 AREA 7 R-2 7541 SF 200 38
LEVEL 6 AREA 8 R-2 6480 SF 200 33
LEVEL 6 AREA 1 R-2 8812 SF 200 45
LEVEL 6 AREA 2 R-2 6478 SF 200 33
LEVEL 6 AREA 3 R-2 7836 SF 200 40
LEVEL 6 STAIR 2 R-2 266 SF 200 2
LEVEL 6 STAIR 3 R-2 92 SF 200 1
LEVEL 6 STAIR 4 R-2 192 SF 200 1
LEVEL 6 STAIR 1 R-2 92 SF 200 1
R-2: 12 288
LEVEL 6 STOR S-2 949 SF 300 4
LEVEL 6 STOR S-2 88 SF 300 1
LEVEL 6 TRASH S-2 50 SF 300 1
LEVEL 6 STORA
GE
S-2 41 SF 300 1
LEVEL 6 IDF S-2 28 SF 300 1
LEVEL 6 STOR S-2 391 SF 300 2
LEVEL 6 STORA
GE
S-2 60 SF 300 1
LEVEL 6 STORA
GE
S-2 76 SF 300 1
LEVEL 6 TRASH S-2 54 SF 300 1
LEVEL 6 STOR S-2 73 SF 300 1
S-2: 10 14
Grand total: 22 302
Area Schedule (TAG gross bldg) LVL 7 B
Level Name
OCC.

TYPE .Area
.Occupant
Load
Factor
.Occupant
Load
LEVEL 7 SOUTH

TERRACE
B 49
LEVEL 7 NORTH

TERRACE
B 24
B: 2
Grand total: 2
Date Issues / Revisions:

City Council 22 – 29 12/6/2022
9"
24"
12"
12"
12" 12" 12"
12" 12" 12" 12" 12" 12"
9"
9"
9"
9"
12" 12" 12"
(134)
(132)
(130)
(128)
(126)
(124)
(122)
(120)
(118)
(116)
(114)
(112)
-
(144)
(141)
(141)
(143)
(144)
(121)
(122)
(123)
(124)
(126)
(127)
(128)
(129)
(131)
(132)
(133)
(134)
(139)
(139)
(138)
(120)
(125)
(130)
(135)
(140)
6"
6"
6"
6"
6" 6"
T
T
T
TT
T
T
T
T
T
T
DN
A3.02
A3.01
2 A3.01
A3.02 2
1 1
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N
A3.02
3 A3.02
4 14.4

CABRILLO PARK DRIVE

XEROX CENTER
(E) 6 LEVEL PARKING GARAGE STATE FUND DRIVE
(E) 6 LEVEL PARKING GARAGE

STAIRCASE ON A

SEPARATE PERMIT

EXISTING TO REMAIN
ø 80' - 0"

EXISTING TO REMAIN
ø 80' - 0"

LANDSCAPE
STOR
1083 JANITOR STOR
1077
STOR
1078
STOR
1075
STOR
1076
BIKE
1080
TRASH
1081

ELECTRICAL
ROOM
1071
STAIR 2
1070

INVERTER
1069

FIRE PUMP
1068
MPOE
1067

MAIN ELEC
1066
TRASH
1064
F.C.C
1062
STAIR 1
1060

FAN ROOM
1073

ELEV MACH
1059

MAIL/PARCEL
1103

COPY/KEY
1105

LEASING
1058
RETAIL
1001
RETAIL
1053
UNIT LW-01
1054
UNIT LW-01
1055
UNIT LW-01
1056
UNIT LW-01
1057
OFFICE
1102
RESTRM
1101
STAIR 4
1084

CORRIDOR
1085
VEST
1086
STOR
1087
STAIR 3
1079

VISITOR

PARKING
1063
ELEV LOBBY 4
1082

RESIDENTIAL

PARKING
1090

RESIDENTIAL

PARKING
1096
ELEV LOBBY 2
1074
ELEV LOBBY 1
1061

ENTRY VEST
1100
STAIR 5
1104
STOR
1088
1:12
1:12

PROPERTY LINE

PROPERTY LINE
PROPE
RTY
LIN
E

PROPERTY LINE

PROPERTY LINE
(E) HYDRANT

TO REMAIN

TRANSFORMER

TRANSFORMER

FIRE TRUCK

STAGING AREA
S
E
T
B
A
C
K
10' - 0"
S
E
T
B
A
C
K
3 0' - 0"

FIRE ACCESS LANE

SETBACK
20' - 0"
S
E
T
B
A
C
K
10' - 0"
29' - 3"
21' - 0"
23' - 1" 25' - 0"

SETBACK
20' - 0"

GREASE INTERCEPTOR

GREASE INTERCEPTOR
(E) HYDRANT
(N) HYDRANT
5%
DN
DN
DN

SETBACK LINE

PROPERTY LINE

FIRE HYDRANT
ZONE "X" DENOTES UNITS REQUIRING WINDOW/ DOOR

ACOUSTICAL UPGRADES

FIRE ACCESS TO BUILDING

VEHICLE GARAGE DRIVE RAMP ACCESS
8'-2" MIN CLEAR HEAD HEIGHT

ADA TACTILE SURFACE

1. THE SITE PLAN WAS PREPARED USING INFORMATION PROVIDED BY THE CIVIL ENGINEER AND THE LANDSCAPE ARCHITECT. THIS DRAWING IS INTENDED TO PROVIDE INFORMATION RELATED TO THE ARCHITECTURAL ELEMENTS OF THE BUILDING ONLY.

2. REFER TO CIVIL AND LANDSCAPE FOR INFORMATION PERTAINING TO THE DEVELOPMENT OF THE SITE. THIS INCLUDES HORIZONTAL AND VERTICAL DIMENSION CONTROL,

SETBACKS, GRADING & EXCAVATION, LANDSCAPING AT GRADE AND PODIUM, SITE ACCESSIBILITY, AND OTHER SITE DEVELOPMENT INFORMATION.

3. SETBACK DIMENSIONS INDICATED ARE FOR REFERENCE ONLY. REFER TO CIVIL PLANS FOR PRECISE HORIZONTAL CONTROL INFORMATION. REFERENCE CIVIL AND LANDSCAPE DOCUMENTS FOR COMPLETE SITE INFORMATION.

4. REFER TO THE PROJECT GEOTECHNICAL REPORT FOR ADDITIONAL SITE REQUIREMENTS.

5. REFER TO THE DRY UTILITY CONSULTANT DOCUMENTS FOR SITE WORK, INCLUDING LOCATION AND SIZES OF TRANSFORMERS.

6. REFERENCE GEN-1.0 FOR PARKING COUNTS.

7. REFERENCE GEN-6,7 & 8 FOR ACCESSIBILITY REQUIREMENTS.

8. REFERENCE STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, LIGHTING FOR ADDITIONAL INFORMATION.

9. APPROVED BUILDING ADDRESS NUMBERS TO BE PROVIDED AND MAINTAINED AS TO BE VISIBLE FROM THE STREET FRONTING THE PROPERTY. LETTERS TO BE MIN. 4" HIGH AND MIN. STROKE WIDTH OF 0.5" .

10. ALL ELEVATORS FOR THE PROJECT SHALL COMPLY WITH CBC CHAPTER 30. ALL

PASSENGER ELEVATORS SHALL MEET THE REQUIREMENTS OF MEDICAL EMERGENCY

RESPONSE SERVICE ELEVATOR TO ALL LANDINGS PER THE REQUIREMENTS OF CBC SECTION 3002.4.1A THROUGH SECTION 3002.4.7

11. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED PER THE FIRE CODE SECTION 906.

12. GRAPHIC DISPLAY PANEL TO BE PROVIDED AT ALL VEHICULAR ENTRANCES WHICH

DEPICTS LOCATION OF ALL RESIDENTIAL UNITS

13. PER CBC SECTION 11B-302: GROUND AND FLOOR SURFACES ALONG ACCESSIBLE

ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS, SHALL BE STABLE, FIRM, SLIP RESISTANT.

1. ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAX SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX IN HEIGHT ALONG AND ADJACENT TO THE ACCESSIBLE ROUTE OF TRAVEL, AND AT LEAST 48" IN WIDTH. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". ACCESSIBLE ROUTE SURFACE MUST BE SLIP-RESISTANT, STABLE, AND FIRM. ON SURFACES WITH SLOPES UP TO 6%, PROVIDE EQUIVALENT OF MEDIUM SALTED FINISH.

ON SURFACES WITH SLOPES EQUAL TO OR GREATER THAN 6%, PROVIDE SLIP-RESISTANT FINISH.

SITE ACCESSIBILITY NOTES

SITE PLAN LEGEND

ADA PATH OF TRAVEL

1. NO TICKET BOOTH ON SITE FOR RETAIL PARKING.

2. RIGHT TURN ONLY FROM GARAGE ENTRACE TO 7TH STREET

3. SIGNAGE WILL BE PROVIDED FOR NO LEFT TURN ON 7TH STREET

4. ALL RETAIL STALLS ARE IDENTIFIED AS 'RETAIL'. REFER TO FLOOR PLANS.

GENERAL NOTES

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

SITE PLAN
A1.00

GENERAL NOTES

KEY NOTES X
1" = 20'-0" 1

SITE PLAN
Date Issues / Revisions:

SYMBOL DESCRIPTION
1 STREET CURB - SEE CIVIL PLAN
2 NEW CURB CUT FOR DRIVEWAY ENTRY _ SEE CIVIL PLANS
3 WATER METER(S) - SEE CIVIL PLANS AND PLUMBING PLANS
4 GAS METER - SEE PLUMBING PLANS
5 ELECTRICAL SWITCHGEAR -SEE ELECTRICAL DWG'S., PROVIDE 4" HIGH CONC. PAD WHEN LOCATED @ EXTERIOR OF BUILDING.
6 TRANSFORMER/ELECTRICAL VAULT - SEE ELECTRICAL PLANS
7 DETECTOR CHECK / FDC, PROVIDE 1" CONDUIT TO BUILDING

FIRE SPRINKLER RISER
8 P.I.V., PROVIDE 1" CONDUIT TO BUILDING FIRE SPRINKLER

RISER - SEE CIVIL PLANS
9 BACKFLOW PREVENTOR(S) - SEE CIVIL PLANS
10 SEWER LINE - SEE PLUMBING PLANS
11 IRRIGATION METER
12 FUTURE STANDPIPE(CLASS I) LOCATION - SEE FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED SUBMITTAL)
13 ELEVATOR WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE 90 MINUTE FIRE RATED
DOOR. PROVIDE STAR OF LIFE SIGNAGE.
14 DRAINAGE DEVICE - SEE CIVIL AND PLUMBING PLANS
15 EXISTING FIRE HYDRANT - SEE CIVIL PLANS
16 PROPOSED NEW FIRE HYDRANT - SEE CIVIL PLANS
17 ELECTRICAL PANEL
18 TELEPHONE TERMINAL BACKBOARD
19 6'-0" HIGH CMU WALL WITH STUCCO FINISH, MEASURE FROM FINISHED GRADE. REPAIR ANY DAMAGE WHERE OCCURS.
20 NEW DRIVEWAY APPROACH PER CITY STANDARD - SEE CIVIL
PLANS
21 CENTRAL MAIL BOXES

CENTRAL MAILBOXES
22 CONCRETE WALKWAY

CENTRAL MAILBOXES
23 6" CONCRETE CURB
24 LONG-TERM BIKE RACK IN LOCKABLE BIKE STORAGE ROOM
25 SHORT-TERM BIKE RACK
26 BOLLARD(S)
27 WHEEL STOP
28 PARKING STRIPING
29 HANDICAP ACCESSIBLE PARKING SPACE(S)
30 BUILDING LINE ABOVE
31 HANDICAP ACCESSIBLE PARKING SPACE FOR RESIDENTIAL
UNIT - 2% SLOPE MAX IN ANY DIRECTION
32 VAN ACCESSIBLE PARKING SPACE FOR GUEST PARKING SPACE - 2% SLOPE MAX IN ANY DIRECTION. KEEP MIN. 8'-2" CLR.

HEADROOM
33 "GUEST PARKING ONLY" SIGN
34 INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN- INDICATE

THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES
35 ELECTRIC CHARGING STATION FOR FUEL-EFFICIENT VEHICLES 36 HARDSCAPE/ PAVING
37 DECORATIVE SCREEN WALL
38 DECORATIVE STAMPED CONCRETE
39 THICKEN CONCRETE SLAB
40 MONUMENT SIGN (N.A.P., UNDER SEPARATE PERMIT)
41 ACCESSIBLE RAMP AND DETECTABLE WARNING WHERE

REQUIRED, SEE CIVIL PLANS
42 6 FT. HT. METAL FENCE (N.A.P., UNDER SEPARATE PERMIT) 43 DECORATIVE BOLLARD(S) WITH LIGHT
44 EV CHARGING STATION
45 PEDESTRIAN GATE- LEVER TYPE DOOR HANDLE
46 ELEVATOR BACKUP POWER SYSTEM
(N.A.P., UNDER SEPARATE PERMIT)
47 5 FT. HT. FENCE WALL WITH SMOOTH STUCCO FINISH -

PROVIDE VISUAL SCREENING FOR GAS METERS
48 FIRE LANE - NO PARKING FIRE LANE MARK ON CURB
49 HOSE BIBB - SEE PLUMBING PLANS

1. SEE CIVIL PLANS FOR GRADING INFORMATION

2. SEE LANDSCAPE PLANS FOR LANDSCAPE INFORMATION.

City Council 22 – 30 12/6/2022
UP
UP
UP
UP
A3.02
A3.01
2 A3.01
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D
E
E
F
F
G
G
H H
J
J
K
K
L
L
M M
N N
26' - 5 1/8" 29' - 2" 12' - 0" 3' - 4" 15' - 2" 29' - 8" 15' - 2" 4' - 10" 28' - 8" 29' - 7" 16' - 5" 34' - 0" 29 SF
STOR
B018
15 SF
STOR
B017
431 SF

MAINTENANCE
SHOP
B016
83 SF

RESTROOM
B019
220 SF
STAIR 4
B019
898 SF
TENANT

STORAGE
B015
257 SF

CART STORAGE
B020
212 SF

MAINTENANCE

STORAGE
B021
198 SF
STAIR-3
B022
5' - 10 7/8" 6' - 9 1/2" 13' - 1" 18' - 8 5/8" 10' - 8 5/8" 32' - 3 3/4" 6' - 7 5/8"9' - 2 3/8"
435 SF

FAN ROOM
B008
703 SF

TENANT STOR
B007
347 SF
STAIR 2
B006
121 SF

TENANT STOR
B005
157 SF

TENANT STOR
B009
577 SF

TENANT STOR
B004
191 SF
STAIR 1
B002
262 SF
STOR
B023
24' - 8" 13' - 2"
23' - 6"
6%
U
P 12%
U
P
81 SF
ELEV-2

MACH RM
B010
139 SF
STOR
B012
R-256
R-255
R-402
R-370
R-387 R-388 R-389 R-390 R-391 R-392 R-393 R394 R-395 R396 R-399 R-400 R-401 R-403 R-404 R-405 R-406 R-407 R-408 R-409 R-410 R-411 R-412 R-413 R-414 R-415 R-416 R-417 R-344
R-342
R-340
R-338
R-336
R-334
R-332
R-330
R-328
R-326
R324
R-277 R-279 R-281
R-376 R-374 R-372
R-375 R-373 R-371 R-369
R-306 R-307 R-308 R-309 R-310 R-311 R-312 R-313 R-314 R-315 R-316 R-317 R-318 R-319 R-320 R-321 R-322 R-323 R-305 R-304 R-303 R-302 R-301 R-300 R-299 R-298 R-297 R-296 R-295 R-294 R-293 R-292 R-291 R-290 R-289 R-288 R-259 R-260 R-261 R-262 R-263 R-264 R-265 R-266 R-267 R-268 R-269 R-273 R-270 R-271 R-272 R-275 R-274 R-253 R-251 R-250 R-249 R-248 R-247 R-246 R-245 R-244 R-243 R-242 R-241 R-240 R-239 R-238 R-254 R-257 R-258
R-386 R-385 R-384 R-383 R-382 R-381
R-397
?
? ?
?
?
? ?
? ?
?
?
R-346
R-252
?
R-345
R-343
R-341
R-339
R-337
R-335
R-333
R-331
R-329
R-327
R-325
R-283 R-285 R-287
R-276 R-278 R-280 R-282 R-284 R-286
R-368 R-366 R-364
R-367 R-365 R-363
R-362 R-360 R-358
R-361 R-359 R-357
R-356 R-354 R-352
R-355 R-353 R-351
R-350 R-348
R-349 R-347
R-398
R-380 R-378
R-379 R-377
5' - 2" 17' - 10" 5' - 6"
9' - 3 9/16"
A3.02
3 A3.02
4 59717 SF

RESIDENTIAL

PARKING
B001
77 SF
ELEV LOBBY 1
B003
124 SF
ELEV LOBBY 2
B011
109 SF

ELEV MACH
B013
168 SF
ELEV LOBBY 4
B014
GARAGE
AIRWAY
GARAGE
AIRWAY

14.4 14.4
570 SF
STOR
B024
/

MATCH LINE
1 A2.24
/

MATCH LINE
1 A2.21
/

MATCH LINE
1 /
A2.23

MATCH LINE
1 A2.22
/

MATCH LINE
A2.24 1
/

MATCH LINE
1 A2.23
/

MATCH LINE
A2.21 1
/

MATCH LINE
1 A2.22
A5.32
6 A5.31
1 A5.32
1 A5.33
1 A5.34
1 A5.34
6 434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4" 24' - 6"
23' - 6" 37' - 0" 23' - 6" 18' - 4 1/2" 8' - 3 1/4"10' - 7 1/4" 18' - 1 1/2" 23' - 1 3/4" 18' - 0" 27' - 1"

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A-X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A-X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

LEVEL B
1/16" = 1'-0" 1 A2.00

LEVEL B

GENERAL NOTES

KEY NOTES X
LEGEND
Date Issues / Revisions:

SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 31 12/6/2022
J J
K K
(114)
(112)
-
T
T
T
TT
T
T
T
T
T
T
DN
UP
DN
UP
UP
UP
DN
UP
DN
UP
A3.02
A3.01
2 A3.01
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F
F
G
G
H H
J J
K
K
L
L
M M
N N
A3.02
3 A3.02
4 1
A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 14.4
230 SF

LANDSCAPE
STOR
1083
168 SF

JANITOR STOR
1077
132 SF
STOR
1078
208 SF
STOR
1075
488 SF
STOR
1076
146 SF
BIKE
1080
6%
D
N 6%
U
P
R-48
R-60 R-62 R-66 R-68 R-70 R-72 R-74 R-76 R-78 R-80 R-82 R-84 R-86 R-64 R-33 R-34 R-35 R-36 R-37 R-38 R-39 R-40 R-41 R-42 R-43 R-46 R-47 R-49 R-50 R-51 R-52 R-53 R-54 R-55 R-56 R-57 R-58 R-59 R-31 R-29 R-27 R-25 R-23 R-21 R-19
R-30 R-28 R-26 R-24 R-22 R-20 R-61 R-63 R-67 R-69 R-71 R-73 R-75 R-77 R-79 R-65 R-81 R-83 R-85 R-87 R-08 R-06 R-05 R-04 R-03 R-02 R-01
R-15 R-14 R-13 R-12 R-11 R-10 R-09
R-07
RT-38 RT-42 RT-43 RT-44 RT-45 RT-46 RT-47 RT-48 RT-49 RT-50 R RT-39 RT-40 RT-41 T-51 RT-52 RT-53 RT-37 RT-35 RT-34 RT-33 RT-32 RT-31 RT-30 RT-29 RT-28 RT-27 R RT-36 T-26 RT-25 RT-24 RT-23 RT-22 RT-21 RT-20 RT-19 RT-18 RT-17 RT-16 RT-15 RT-14 RT-13 RT-12
RT-08
RT-05
RT-06
RT-11
RT-01
RT-02
RT-04
RT-03
RT-09
RT-10
R-17
R-18
?
R-44 R-45
R-32
459 SF RT-07
TRASH
1081
780 SF

ELECTRICAL
ROOM
1071
349 SF
STAIR 2
1070
309 SF

INVERTER
1069
175 SF

FIRE PUMP
1068
270 SF
MPOE
1067
577 SF

MAIN ELEC
1066
711 SF
TRASH
1064
F.C.C
1062
191 SF
STAIR 1
1060
435 SF

FAN ROOM
1073
44 SF

ELEV MACH
1059
472 SF

MAIL/PARCEL
1103
89 SF

COPY/KEY
1105
1305 SF

LEASING
1058
4222 SF
RETAIL
1001
2123 SF
RETAIL
1053
964 SF
UNIT LW-01
1054
962 SF
UNIT LW-01
1055
963 SF
UNIT LW-01
1056
964 SF
UNIT LW-01
1057
126 SF
OFFICE
1102
74 SF
RESTRM
1101
220 SF
STAIR 4
1084
376 SF

CORRIDOR
1085
49 SF
VEST
1086
78 SF
STOR
1087
151 SF
STAIR 3
1079
24195 SF

VISITOR

PARKING
1063
203 SF
ELEV LOBBY 4
1082
20723 SF

RESIDENTIAL

PARKING
1090
8183 SF

RESIDENTIAL

PARKING
1096
125 SF
ELEV LOBBY 2
1074
153 SF
ELEV LOBBY 1
1061
379 SF

ENTRY VEST
1100
STAIR 5
1104
/

MATCH LINE
1 A2.28
/

MATCH LINE
1 A2.25
/

MATCH LINE
1 A2.27
/

MATCH LINE
1 A2.26
/

MATCH LINE
A2.28 1
/

MATCH LINE
A2.25 1
/

MATCH LINE
1 A2.26
25' - 0 3/4"

LINE OF LEVEL
ABV.
1:12
1:12
346 SF
STOR
1088

TRANSFORMER

TRANSFORMER
FIRE
TRUCK
STAGIN
G
AREA
A5.32
2 A5.32
7 A5.33
2 A5.34
7 A5.34
2 A5.31
2 A5.10
1 3
A4.11
9' - 9 3/4"
5%
5%
10 A6.41
A6.41
9 8 A6.41
7 A6.41
6 A6.41
5 A6.41
A6.41
1 2 A6.41
A6.41
3 A6.42
1 5' - 9 3/4"
A5.24
1 434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4" /

MATCH LINE
1 A2.23
1 4
4 4
18' - 0" 23' - 6" 55' - 0" 23' - 6" 37' - 0" 24' - 0" 20' - 5 1/8" 7' - 0" 27' - 1"

STAIRCASE ON A

SEPARATE PERMIT

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A-X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A-X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 1
A2.01

GENERAL NOTES

KEY NOTES X
1/16" = 1'-0" 1
LEVEL 1
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 32 12/6/2022
UP UP
DN
UP
UP DN
UP
UP
UP
DN
A3.02
A3.01
2 A3.01
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F
F
G
G
H H
J
J
K
K
L
L
M M
N N
R-154
R-143 R-142 R-141 R-140 R-139 R-138 R-137 R-136 R-135 R-133 R-132 R-131 R-130 R-129 R-128 R-127 R-126 R-125 R-124 R-123 R-122 R-121 R-120 R-119 R-118 R-117 R-116 R-115 R-114 R-144 R-146 R-148 R-150 R-152 R-156
R-145 R-147 R-149 R-151 R-153 R-155 R-157
R-175 R-177 R-179
R-176 R-178 R-180
R-169 R-171 R-173
R-170 R-172 R-174
R-163 R-165 R-167
R-164 R-166 R-168
R-161
R-162
R-158 R-159 R-160
R-199 R-198 R-197 R-196 R-195 R-194 R-193 R-192 R-191 R-190 R-189 R-200 R-201 R-202 R-203 R-204 R-205 R-206 R-207 R-208 R-209 R-210 R-220 R-219 R-218 R-217 R-216 R-215 R-214 R-213 R-212 R-211 R-224 R-225 R-226 R-227 R-228 R-229 R-230 R-231 R-232 R-233 R-234 R-181
R-182
R-183
R-184
R-185
R-186
R-187
R-188
R-237
R-236
R-235
R-103
R-102
R-101
R-100
R-99
R-98
R-97
R-96
R-95
R-94
R-93
R-92
R-91
R-90
R-89
R-88
R-112
R-111
R-110
R-109
R-106
R-105
R-104
R-113
R-134
535 SF

POOL VAULT
2086
131 SF

SPA VAULT
2058
561 SF
STOR
2082
191 SF
STAIR 1
2060
552 SF
STOR
2057
193 SF

WATER HEATER
2066
276 SF
GAS
2068
348 SF
STOR
2064
221 SF
STOR
2067
265 SF
STOR
2069
226 SF
STOR
2071
462 SF
GAS
2072
435 SF

FAN ROOM
2073
530 SF

STORAGE
2077
427 SF
GAS
2078
282 SF

REMOTE ELEC
2076
282 SF
STAIR 3
2079
349 SF
STAIR 2
2070
139 SF
STOR
2075
11' - 0"
387 SF
STAIR 4
2080
4' - 8"
255 SF

POOL EQUIP
2085
177 SF

BOOSTER PUMP
2084 R-108
R-107
A3.02
3 A3.02
4 1
A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 14.4
531 SF

UNIT LW-UPPER
01 1054
581 SF

UNIT LW-UPPER
02 1055
581 SF

UNIT LW-UPPER
02 1056
581 SF

UNIT LW-UPPER
02 1057
53419 SF

RESIDENTIAL

PARKING
2065
164 SF
ELEV LOBBY 1
2061
100 SF
ELEV LOBBY 4
2081
125 SF
ELEV LOBBY 2
2074
A5.24
2 A5.24
3 23' - 5 5/8"
23' - 8 7/8"
23' - 1"
/

MATCH LINE
1 A2.32
/

MATCH LINE
1 A2.29
/

MATCH LINE
1 A2.31
/

MATCH LINE
1 A2.30
/

MATCH LINE
A2.32 1
/

MATCH LINE
1 A2.31
/

MATCH LINE
A2.29 1
/

MATCH LINE
1 A2.30
A5.31
3 A5.32
3 A5.34
3 A5.32
8 A5.34
8 3
A4.11
A5.01
1 A5.03
1 6%
D
N
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4" 4 4
4 CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A-X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A-X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 2
1/16" = 1'-0" 1 A2.02
LEVEL 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 33 12/6/2022
DN
DN
DN
DN
DN
UP
UP
UP
DN
UP
B
A A
C
C C
B
C
C
D
A
D
C
C
D
A
C

G G G H H H
B A
A3.02
A3.01
2 A3.01
A3.02 2
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F
F
G
G
H H
J
J
K
K
L
L
M M
N N
37' - 3" 37' - 7" 25' - 5" 25' - 7" 37' - 9" 83' - 10" 25' - 5" 25' - 7" 34' - 3" 7' - 11" 33' - 9" 5' - 9"
43' - 10"
9' - 5 1/2"
44' - 3" 51' - 1" 25' - 9" 25' - 8 1/2" 25' - 3 1/2" 16' - 0" 25' - 5" 25' - 8 1/2" 37' - 7 3/4" 2' - 4 3/4" 39' - 1 3/4"
6' - 9 1/4"
16' - 1"
3' - 2" 39' - 10 3/4"
33' - 8 1/4" 7' - 0 1/2"
10' - 8 3/4" 26' - 3 3/4" 11' - 6 1/4" 25' - 8 1/2" 24' - 1" 23' - 11" 25' - 7 1/2" 2' - 11" 8' - 6"
40' - 8" 2' - 10 1/2"
33' - 0 3/4" 4' - 3 1/4"
6' - 10 1/4" 8' - 8 1/2" 33' - 8 1/2"
34' - 3"
6' - 10"
704 SF
UNIT 1B-01
3030
732 SF
UNIT 1B-01
3031
726 SF
UNIT 1B-01
3032
725 SF
UNIT 1B-01
3034
701 SF
UNIT 1B-01
3036
538 SF
UNIT ST-01
3038
721 SF
UNIT 1B-01
3040
724 SF
UNIT 1B-01
3042
1114 SF
UNIT 2B-01
3044
1117 SF
UNIT 2B-01
3046
883 SF
UNIT 1B-04
3048
680 SF
UNIT 1B-02
3050
821 SF
UNIT 1B-05
3052
1048 SF
UNIT 2B-03
3054
665 SF

CORRIDOR
3087
979 SF
UNIT 2B-02
3053
718 SF
UNIT 1B-01
3051
718 SF
UNIT 1B-01
3049
553 SF
UNIT ST-01
3029
531 SF
UNIT ST-01
3028
543 SF
UNIT ST-01
3027
949 SF

CORRIDOR
3076
532 SF
UNIT ST-02
(SIM.)
3026
526 SF
UNIT ST-02
(SIM.)
3025
754 SF
UNIT 1B-03
3024
777 SF
UNIT 1B-03
3023
1101 SF

CORRIDOR
3075
411 SF
STOR
3079
721 SF
UNIT 1B-01
3035
1144 SF
UNIT 2B-01
(SIM.)
3037
716 SF
UNIT 1B-01
3039
720 SF
UNIT 1B-01
3041
1115 SF
UNIT 2B-01
3043
541 SF
UNIT ST-01
3045
801 SF

CORRIDOR
3081
688 SF

CORRIDOR
3082
766 SF
UNIT 1B-01
(SIM.)
3047
191 SF
STAIR 4
3090
75 SF
JAN.
3058
83 SF
STOR
3084
225 SF
ELEV LOBBY 4
3083
50 SF
TRASH
3085
60 SF
ELEC
3088
61 SF
ELEC
3078
458 SF
STOR
3080
709 SF
UNIT 1B-01
3022
721 SF
UNIT 1B-01
3021
537 SF
UNIT ST-02
3020
762 SF
UNIT 1B-03
3019
392 SF
STOR
3074
742 SF

CORRIDOR
3072
136 SF
ELEV LOBBY 2
3073
168 SF
STAIR 2.1
3071
1493 SF
UNIT 3B-01
3001
535 SF
UNIT ST-01
3002
531 SF
UNIT ST-01
3003
546 SF
UNIT ST-02
3004
154 SF
ELEV LOBBY 1
3057
207 SF
STAIR 1
3056
145 SF
MEN
3060
132 SF
WOMEN
3059
677 SF

FITNESS
3005
1116 SF

CORRIDOR
3061
1020 SF

CLUBROOM
3007
774 SF
UNIT 1B-06
671 SF 3006
UNIT 1B-02
3008
677 SF
UNIT 1B-02
3009
693 SF
UNIT 1B-02
3010
698 SF
UNIT 1B-02
3011
730 SF
UNIT 1B-01
3012
730 SF
UNIT 1B-01
3013
688 SF
UNIT 1B-02
3014
727 SF
UNIT 1B-01
3015
713 SF
UNIT 1B-02
3016
993 SF

CORRIDOR
3069
730 SF
UNIT 1B-01
3017
538 SF
UNIT ST-01
3018
178 SF
STAIR 2
3070
28 SF
ELEC
3069
41 SF
STOR
3091
301 SF
STAIR 3
3077
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01

14.4 14.4

HORIZONTAL EXIT
/

MATCH LINE
1 A2.36
/

MATCH LINE
1 A2.33
/

MATCH LINE
1 /
A2.35

MATCH LINE
1 A2.34
/

MATCH LINE
A2.36 1
/

MATCH LINE
1 A2.35
/

MATCH LINE
A2.33 1
/

MATCH LINE
1 A2.34
27 SF
SHOWER
1091
53' - 2 1/4"
A5.11
1 A5.11
2 A5.32
5 A5.31
4 A5.32
4 A5.33
4 A5.34
4 A5.34
9 A5.32
9 3
A4.11
A5.01
4 4' - 0 1/4"
24' - 10 1/2" 0' - 9" 23' - 4" 0' - 9" 23' - 0"
23' - 4 3/4" 0' - 9" 22' - 9"
6' - 2" 23' - 6" 23' - 0"
25' - 1" 24' - 9 3/4"
24' - 8" 1' - 1" 24' - 5 3/4"
A5.43
2 A6.42
7 42 SF
ELEC
3063
9' - 3 131/256" 8' - 6 1/2"
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4"

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A-X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A-X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 3
1/16" = 1'-0" 1 A2.03
LEVEL 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 34 12/6/2022
DN
DN
UP
UP DN
DN
A3.02
A3.01
2 A3.01
1 1
17 A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F
F
G
G
H H
J
J
K
K
L
L
M M
N N
704 SF
UNIT 1B-01
4030
732 SF
UNIT 1B-01
4031
726 SF
UNIT 1B-01
4032
725 SF
UNIT 1B-01
4034
701 SF
UNIT 1B-01
4036
538 SF
UNIT ST-01
4038
721 SF
UNIT 1B-01
4040
724 SF
UNIT 1B-01
4042
1114 SF
UNIT 2B-01
4044
1117 SF
UNIT 2B-01
4046
883 SF
UNIT 1B-04
4048
680 SF
UNIT 1B-02
4050
821 SF
UNIT 1B-05
4052
1048 SF
UNIT 2B-03
4054
665 SF

CORRIDOR
4079
979 SF
UNIT 2B-02
4053
718 SF
UNIT 1B-01
4051
718 SF
UNIT 1B-01
4049
553 SF
UNIT ST-01
4029
531 SF
UNIT ST-01
4028
543 SF
UNIT ST-01
4027
758 SF

CORRIDOR
4069
532 SF
UNIT ST-02
(SIM.)
4026
526 SF
UNIT ST-02
(SIM.)
4025
754 SF
UNIT 1B-03
4024
777 SF
UNIT 1B-03
4023
1101 SF

CORRIDOR
4068
411 SF
STOR
4072
721 SF
UNIT 1B-01
4035
1144 SF
UNIT 2B-01
(SIM.)
4037
716 SF
UNIT 1B-01
4039
720 SF
UNIT 1B-01
4041
1115 SF
UNIT 2B-01
4043
541 SF
UNIT ST-01
4045
801 SF

CORRIDOR
4074
688 SF

CORRIDOR
4075
766 SF
UNIT 1B-01
(SIM.)
4047
191 SF
STAIR 4
4082
163 SF
STOR
4077
226 SF
ELEV LOBBY 4
4076
50 SF
TRASH
4078
60 SF
IDF
4080
61 SF
IDF
4071
458 SF
STOR
4073
709 SF
UNIT 1B-01
4022
721 SF
UNIT 1B-01
4021
537 SF
UNIT ST-02
4020
762 SF
UNIT 1B-03
4019
392 SF
STOR
4067
136 SF
ELEV LOBBY 2
4065
168 SF
STAIR 2.1
4063
1493 SF
UNIT 3B-01
4001
535 SF
UNIT ST-01
4002
531 SF
UNIT ST-01
4003
759 SF
UNIT 1B-03
4004
224 SF

CORRIDOR
4055
207 SF
STAIR 1
4056
325 SF
YOGA
4005
913 SF

CORRIDOR
4059
774 SF
UNIT 1B-06
4006
671 SF
UNIT 1B-02
4008
677 SF
UNIT 1B-02
4009
693 SF
UNIT 1B-02
4010
698 SF
UNIT 1B-02
4011
1126 SF
UNIT 2B-01
4012
1121 SF
UNIT 2B-01
4013
688 SF
UNIT 1B-02
4014
727 SF
UNIT 1B-01
4015
912 SF
UNIT 1B-04
4016
725 SF

CORRIDOR
4062
725 SF
UNIT 1B-01
4017
538 SF
UNIT ST-01
4018
28 SF
IDF
4064
301 SF
STAIR 3
4070
42 SF
IDF
4061
264 SF

MECHANICAL
4007
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 14.4
41 SF
STOR
4086

HORIZONTAL EXIT
/

MATCH LINE
1 A2.40
/

MATCH LINE
1 A2.37
/

MATCH LINE
1 /
A2.39

MATCH LINE
1 A2.38
/

MATCH LINE
A2.40 1
/

MATCH LINE
1 A2.39
/

MATCH LINE
A2.37 1
/

MATCH LINE
1 A2.38
A5.12
1 A5.31
5 A5.33
5 A5.34
5 3
A4.11
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4" 36' - 8 3/8" 6' - 10 1/4" 25' - 2 5/8" 25' - 11" 25' - 9" 25' - 8 1/2" 25' - 3 1/2" 16' - 0" 25' - 5" 25' - 7" 37' - 9" 37' - 7" 30' - 1" 24' - 1" 35' - 1" 27' - 4 1/4" 8 9
6 1
2 CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A-X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A-X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 4
1/16" = 1'-0" 1 A2.04
LEVEL 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 35 12/6/2022
DN
DN
A3.02
A3.01
2 A3.01
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F
F
G
G
H H
J J
K
K
L
L
M M
N N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 14.4
1493 SF
UNIT 3B-01
5001
535 SF
UNIT ST-01
5002
531 SF
UNIT ST-01
5003
759 SF
UNIT 1B-03
5004
973 SF
UNIT 2B-02
5005
774 SF
UNIT 1B-06
5006
972 SF
UNIT 2B-02
5007
671 SF
UNIT 1B-02
5008
677 SF
UNIT 1B-02
5009
693 SF
UNIT 1B-02
5010
698 SF
UNIT 1B-02
5011
1126 SF
UNIT 2B-01
5012
1121 SF
UNIT 2B-01
5013
688 SF
UNIT 1B-02
5014
727 SF
UNIT 1B-01
5015
912 SF
UNIT 1B-04
725 SF 5016
UNIT 1B-01
5017
538 SF
UNIT ST-01
5018
762 SF
UNIT 1B-03
5019
537 SF
UNIT ST-02
5020
721 SF
UNIT 1B-01
5021
709 SF
UNIT 1B-01
5022
777 SF
UNIT 1B-03
5023
754 SF
UNIT 1B-03
5024
526 SF
UNIT ST-02
(SIM.)
5025
532 SF
UNIT ST-02
(SIM.)
5026
543 SF
UNIT ST-01
5027
531 SF
UNIT ST-01
5028
553 SF
UNIT ST-01
5029
704 SF
UNIT 1B-01
5030
732 SF
UNIT 1B-01
5031
726 SF
UNIT 1B-01
5032
411 SF
STOR
5033
725 SF
UNIT 1B-01
5034
721 SF
UNIT 1B-01
5035
701 SF
UNIT 1B-01
5036
1144 SF
UNIT 2B-01
5037
538 SF
UNIT ST-01
5038
716 SF
UNIT 1B-01
5039
721 SF
UNIT 1B-01
5040
720 SF
UNIT 1B-01
5041
724 SF
UNIT 1B-01
5042
1115 SF
UNIT 2B-01
(SIM.)
5043
1114 SF
UNIT 2B-01
5044
541 SF
UNIT ST-01
5045
1117 SF
UNIT 2B-01
5046
766 SF
UNIT 1B-01
(SIM.)
5047
883 SF
UNIT 1B-04
5048
718 SF
UNIT 1B-01
5049
680 SF
UNIT 1B-02
5050
718 SF
UNIT 1B-01
5051
821 SF
UNIT 1B-05
5052
979 SF
UNIT 2B-02
5053
1048 SF
UNIT 2B-03
5054
224 SF

CORRIDOR
5055
207 SF
STAIR 1
5056
155 SF
ELEV LOBBY 1
5057
901 SF

CORRIDOR
5059
42 SF
STOR
5060
33 SF
STOR
5061
726 SF

CORRIDOR
5062
168 SF
STAIR 2.1
5063
28 SF
ELEC
5064
136 SF
ELEV LOBBY 2
5065
35 SF
STOR
5082
1101 SF

CORRIDOR
5066
392 SF
STOR
5067
61 SF
ELEC
5070
757 SF

CORRIDOR
5068
458 SF
STOR
5058
801 SF

CORRIDOR
5072
688 SF

CORRIDOR
5073
226 SF
ELEV LOBBY 4
5074
163 SF
STOR
5075
50 SF
TRASH
5076
665 SF

CORRIDOR
5077
60 SF
STOR
5078
191 SF
STAIR 4
5080
42 SF
STOR
5083
43 SF
STOR
5084
301 SF
STAIR 3
5069
41 SF
STOR
5081

HORIZONTAL EXIT
/

MATCH LINE
1 A2.44
/

MATCH LINE
1 A2.41
/

MATCH LINE
1 A2.43
/

MATCH LINE
1 A2.42
/

MATCH LINE
A2.44 1
/

MATCH LINE
1 A2.43
/

MATCH LINE
A2.41 1
/

MATCH LINE
1 A2.42
---
-
3 A4.11
7' - 7 5/8"
A5.02 1
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4"

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A-X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A-X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 5
1/16" = 1'-0" 1 A2.05
LEVEL 5

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 36 12/6/2022
A3.02
A3.01
2 A3.01
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E
E
F F
G
G
H H
J
J
K
K
L
L
M M
N N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
1048 SF
UNIT 2B-03
6054
821 SF
UNIT 1B-05
6052
191 SF
STAIR 4
6082
665 SF

CORRIDOR
6079
680 SF
UNIT 1B-02
6050
883 SF
UNIT 1B-04
6048
1117 SF
UNIT 2B-01
6046
1114 SF
UNIT 2B-01
6044
724 SF
UNIT 1B-01
6042
721 SF
UNIT 1B-01
6040
538 SF
UNIT ST-01
6038
701 SF
UNIT 1B-01
6036
725 SF
UNIT 1B-01
6034
726 SF
UNIT 1B-01
6032
732 SF
UNIT 1B-01
6031
704 SF
UNIT 1B-01
6030
754 SF
UNIT 1B-03
6024
777 SF
UNIT 1B-03
6023
1101 SF

CORRIDOR
6066
61 SF
IDF
6070 411 SF
STOR
6033
458 SF
STOR
6072
801 SF

CORRIDOR
6173
721 SF
UNIT 1B-01
6035
1144 SF
UNIT 2B-01
(SIM.)
6037
42 SF
STOR
6085
43 SF
STOR
6086
716 SF
UNIT 1B-01
6039
720 SF
UNIT 1B-01
6041
1115 SF
UNIT 2B-01
6043 541 SF
UNIT ST-01
6045
163 SF
STOR
6076
50 SF
TRASH
6077
766 SF
UNIT 1B-01
(SIM.)
6047
718 SF
UNIT 1B-01
6049
718 SF
UNIT 1B-01
6051
979 SF
UNIT 2B-02
6053
60 SF
STOR
6080
553 SF
UNIT ST-01
6029
531 SF
UNIT ST-01
6028
543 SF
UNIT ST-01
6027
532 SF
UNIT ST-02
(SIM.)
6026
526 SF
UNIT ST-02
(SIM.)
6025
757 SF

CORRIDOR
6068
301 SF
STAIR 3
6069
688 SF

CORRIDOR
6074
223 SF
ELEV LOBBY 4
6075
1493 SF
UNIT 3B-01
6001
535 SF
UNIT ST-01
6002
531 SF
UNIT ST-01
6003
759 SF
UNIT 1B-03
6004
973 SF
UNIT 2B-02
6005
774 SF
UNIT 1B-06
6006
972 SF
UNIT 2B-02
6007
671 SF
UNIT 1B-02
6008
677 SF
UNIT 1B-02
6009
693 SF
UNIT 1B-02
6010
698 SF
UNIT 1B-02
6011
1126 SF
UNIT 2B-01
6012
1121 SF
UNIT 2B-01
6013
688 SF
UNIT 1B-02
6014
727 SF
UNIT 1B-01
6015
912 SF
UNIT 1B-04
6016
725 SF
UNIT 1B-01
6017
538 SF
UNIT ST-01
6018
762 SF
UNIT 1B-03
6019
537 SF
UNIT ST-02
6020
721 SF
UNIT 1B-01
6021
709 SF
UNIT 1B-01
6022
226 SF

CORRIDOR
6055
207 SF
STAIR 1
6056
153 SF
ELEV LOBBY 1
6057
680 SF

CORRIDOR
6078
903 SF

CORRIDOR
6059
42 SF
IDF
6060
33 SF
TRASH
6061
726 SF

CORRIDOR
6062
168 SF
STAIR 2.1
6063
28 SF
IDF
6064
136 SF
ELEV LOBBY 2
6065
41 SF
STOR
6083
35 SF
STOR
6084
392 SF
STOR
6067

14.4 14.4
411 SF
STOR
6033

HORIZONTAL EXIT
/

MATCH LINE
1 A2.48
/

MATCH LINE
1 A2.45
/

MATCH LINE
1 A2.47
/

MATCH LINE
1 A2.46
/

MATCH LINE
A2.48 1
/

MATCH LINE
1 A2.47
/

MATCH LINE
A2.45 1
/

MATCH LINE
1 A2.46
---
-
3 A4.11
A5.02
4 A5.02 1
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4"

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A-X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A-X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 6
1/16" = 1'-0" 1 A2.06
LEVEL 6

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 37 12/6/2022
UP
UP
UP
G G G
G G
F F
D

E E E E E
DDD

D DD DD D
I
I I
I
E
G G
D
E
G G
I
G
E E

I I H H H H
H
H
L
H
G
GG
A3.02
A3.01
2 A3.01
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E E
F F
G G
H H
J
J
K
K
L
L
M M
N N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
1048 SF
UNIT 2B-03
7052
821 SF
UNIT 1B-05
7050
191 SF
STAIR 4
7055
680 SF
UNIT 1B-02
7048
883 SF
UNIT 1B-04
7046
1117 SF
UNIT 2B-01
7044
1114 SF
UNIT 2B-01
7042
800 SF
UNIT 1L-01
LOWER
7040
796 SF
UNIT 1L-01
LOWER
7038
538 SF
UNIT ST-01
7036
771 SF
UNIT 1L-01
LOWER
7034
796 SF
UNIT 1L-01
LOWER
7032
796 SF
UNIT 1L-01
LOWER
7030
803 SF
UNIT 1L-01
LOWER
7029
771 SF
UNIT 1L-01
LOWER
7028
42 SF
STOR
7082
43 SF
STOR
7083

ROOF LOUNGE
7051
662 SF

CORRIDOR
7077
60 SF
STOR
7078
729 SF
UNIT 1B-01
7049
718 SF
UNIT 1B-01
7047
766 SF
UNIT 1B-01
(SIM.)
7045
77 SF
MEN
7056
50 SF
TRASH
7074
541 SF
UNIT ST-01
7043
1115 SF
UNIT 2B-01
7041
720 SF
UNIT 1B-01
7039
716 SF
UNIT 1B-01
7037
1140 SF
UNIT 2B-01
(SIM.)
7035
793 SF
UNIT 1L-01
7033
411 SF
STOR.
7068
61 SF
STOR.
7070
458 SF
STOR
7067
777 SF
UNIT 1B-03
7021
754 SF
UNIT 1B-03
7022
757 SF

CORRIDOR
7066
1100 SF

CORRIDOR
7064
801 SF

CORRIDOR
7071
688 SF

CORRIDOR
7072
81 SF
WOMEN
7053
301 SF
STAIR 3
7069
553 SF
UNIT ST-01
7027
531 SF
UNIT ST-01
7026
543 SF
UNIT ST-01
7025
526 SF
UNIT ST-02
(SIM.)
7023
532 SF
UNIT ST-02
(SIM.)
7024
223 SF
ELEV LOBBY 4
780 SF 7073
UNIT 1L-01
7020
791 SF
UNIT 1L-01
7019
537 SF
UNIT ST-02
7018
762 SF
UNIT 1B-03
7017
392 SF
STOR.
7065
136 SF
ELEV LOBBY 2
7063
168 SF
STAIR 2.1
7061
41 SF
STOR
7080
28 SF
STOR
7062
538 SF
UNIT ST-01
7016 725 SF
UNIT 1B-01
7015
912 SF
UNIT 1B-04
7014
688 SF
UNIT 1B-01
7012
1126 SF
UNIT 2B-01
7010
693 SF
UNIT 1B-02
7008
671 SF
UNIT 1B-02
7006
774 SF
UNIT 1B-06
7004
899 SF

CORRIDOR
7057
205 SF
STAIR 1
7054

ROOF LOUNGE
7001
966 SF
UNIT 2B-02
7003
972 SF
UNIT 2B-02
7005
677 SF
UNIT 1B-02
7007
698 SF
UNIT 1B-02
7009
1121 SF
UNIT 2B-01
7011 797 SF
UNIT 1L-01
7013
564 SF

CORRIDOR
7076
35 SF
STOR
7081
42 SF
STOR
7058
33 SF
TRASH
7059

14.4 14.4

HORIZONTAL EXIT
/

MATCH LINE
1 A2.52
/

MATCH LINE
1 A2.49
/

MATCH LINE
1 A2.51
/

MATCH LINE
1 A2.50
/

MATCH LINE
A2.52 1
/

MATCH LINE
1 A2.51
/

MATCH LINE
A2.49 1
/

MATCH LINE
1 A2.50
A5.13
1 A5.13
2 3
A4.11
34' - 8 1/2"
6' - 8 1/2"
1:12
1:12
70 SF

MAINTANANCE
7090
A5.02
6 A5.02 1
1:12
726 SF

CORRIDOR
7092
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4" 3 CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL

FLOOR DRAIN

REFER TO CIVIL & PLUMBING PLANS

EMERGENCY DRAIN

REFER TO CIVIL & PLUMBING PLANS

SURFACE MOUNTED FIRE EXTINGUISHER
CABINET. REFER TO DETAILS XX SHEET A-X.XX
FD
ED

FINISH FLOOR

ELEVATION
+0'-0"

DOOR TAG, REFER TO DOOR SCHEDULE,
SHEET A.62.1

WINDOW ASSEMBLY, REFER TO WINDOW
SCHEDULE SHEET A.x.xx X-0
X-0

SPOT ELEVATION AT SLOPED
FLOOR
+0'-0"

STOREFRONT SYSTEM, REFER TO
SCHEDULE SHEET A.x.xx S-X

RECESSED FIRE EXTINGUISHER CABINET
REFER TO DETAILS X SHEET A-X.XX

STAND PIPE PER FIRE SPRINKLER

DRAWINGS
SFEC
RFEC
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 7
1/16" = 1'-0" 1 A2.07
LEVEL 7

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

LEGEND
SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 38 12/6/2022
A3.02
A3.01
2 A3.01
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E E
F F
G G
H H
J
J
K
K
L
L
M M
N N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
1 A4.11
1 A4.10
A5.25
2 238 SF
UNIT 1L-01
UPPER
7028L
241 SF
UNIT 1L-01
UPPER
7029L
243 SF
UNIT 1L-01
UPPER
7030L
245 SF
UNIT 1L-01
UPPER
7032L
241 SF
UNIT 1L-01
UPPER
7034L
239 SF
UNIT 1L-01
UPPER
7038L
240 SF
UNIT 1L-01
UPPER
7040L
199 SF

WATER HEATER
8063
226 SF
UNIT 1L-01
7033L
202 SF

WATER HEATER
8062
213 SF

WATER HEATER
8061
232 SF
UNIT 1L-01
UPPER
7013L
242 SF
UNIT 1L-01
UPPER
7019L
237 SF
UNIT 1L-01
UPPER
7020L

14.4 14.4
/

MATCH LINE
1 A2.56
/

MATCH LINE
1 A2.53
/

MATCH LINE
1 A2.55
/

MATCH LINE
1 A2.54
/

MATCH LINE
A2.56 1
/

MATCH LINE
1 A2.55
/

MATCH LINE
A2.53 1
/

MATCH LINE
1 A2.54
3 A4.11
A5.02
7 A5.02 1
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4"

DENOTES ROOF AND OVERFLOW
DRAIN. REFER TO DETAIL 1/A.76.7
CONDENSERS PER MECHANICAL.

REFER TO 17/A-76.7 FOR CONDENSER

PAD FRAMING DETAIL
2' x 2' ACCESS PADS
4' NO PENETRATION ZONE AT FIRE
WALLS

DOWNSPOUT CONNECT TO CIVIL
STORM SYSTEM. SEE PLUMBING AND
CIVIL DRAWINGS.

ROOF TIEBACK ANCHOR
(REFER TO STRUCTURAL &

MANUFACTURE FACADE ACCESS)
DS

FIREWALL

SOLAR PANEL AREA CALCULATIONS

FUTURE SOLAR PANEL
--- SF LOCATIONS
$

FUTURE CONTROL SWITCH

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

MAZZ/ LOWER
ROOF
1/16" = 1'-0" 1 A2.08

MAZZ/LOWER ROOF

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

ROOF LEGEND

1. SEE BUILDING ENVELOPE DRAWINGS FOR
WATERPROOFING/FLASHING DETAILS.

2. SEE PLUMBING AND CIVIL PLANS FOR ROOF DRAIN
TERMINATION.

3. SEE DETAILS ON A7.11 FOR ROOF ASSEMBLIES.

4. VERIFY MANUFACTURER REQUIRED CLEARANCES FOR
CONDENSERS PRIOR TO LOCATING PLATFORMS.

5. A COPY OF THE CONSTRUCTION DOCUMENTS OR A

COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM
ENERGY CODE SECTIONS 110.10(b) THROUGH 110.10(c) SHALL BE PROVIDED TO THE OCCUPANT.

6. AT LOCATIONS WITH EQUIPMENT OVER UNITS USE EXTRA LAYER

WITH R/C CHANNEL PER ACOUSTICAL REPORT

7. ROOF SHALL CONTAIN > R-38 INSULATION.

8. AT SLOPES < 2:12: FULLY-ADHERED 60 MIL SINGLE PLY
POLYVINYL-CHLORIDE (PVC) ROOFING, JOHN MANSVILLE. CERTIFIED CRRC. MINIMUM 20 YEAR MANUFACTURER WARRANTY; SRI VALUE OF 79 OR GREATER AND A SOLAR REFLECTANCE OF AT LEAST 0.63 AND A THERMAL EMITTANCE OF AT LEAST 0.75. AGED SOLAR RELFECTANCE >

0.7 AND THERMAL EMITTANCE > 0.82. SEE ROOF PLAN AND
WATERPROOFING DRAWINGS.

SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 39 12/6/2022
A3.02
A3.01
2 A3.01
1 1
17 17
A A
16 16
15 15
14 14
13 13
12 12
11 11
10 10
9 9
8 8
7 7
6 6
5 5
4 4
3 3
2 2
1 1
B B
C C
D D
E E
F F
G G
H H
J J
K
K
L
L
M M
N N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
3 A4.01
3 A4.01

14.4 14.4
434' - 10"
39' - 6" 28' - 6" 20' - 0" 28' - 3" 29' - 3" 28' - 6" 28' - 6" 28' - 6" 28' - 6" 21' - 2" 21' - 6" 30' - 9" 20' - 8" 13' - 0" 12' - 4" 7' - 0" 48' - 11" 24 4'-5 1/4"
34'-0" 16'-5" 29'-7" 28'-8" 4'-10" 15'-2" 29'-8" 15'-2" 3'-4" 12'-0" 29'-2" 26'-5 1/4"

DENOTES ROOF AND OVERFLOW
DRAIN. REFER TO DETAIL 1/A.76.7
CONDENSERS PER MECHANICAL.

REFER TO 17/A-76.7 FOR CONDENSER

PAD FRAMING DETAIL
2' x 2' ACCESS PADS
4' NO PENETRATION ZONE AT FIRE
WALLS

DOWNSPOUT CONNECT TO CIVIL
STORM SYSTEM. SEE PLUMBING AND
CIVIL DRAWINGS.

ROOF TIEBACK ANCHOR
(REFER TO STRUCTURAL &

MANUFACTURE FACADE ACCESS)
DS

FIREWALL

SOLAR PANEL AREA CALCULATIONS

FUTURE SOLAR PANEL
--- SF LOCATIONS
$

FUTURE CONTROL SWITCH

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

UPPER ROOF
1/16" = 1'-0" 1 A2.09

UPPER ROOF

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

ROOF LEGEND

1. SEE BUILDING ENVELOPE DRAWINGS FOR
WATERPROOFING/FLASHING DETAILS.

2. SEE PLUMBING AND CIVIL PLANS FOR ROOF DRAIN
TERMINATION.

3. SEE DETAILS ON A7.11 FOR ROOF ASSEMBLIES.

4. VERIFY MANUFACTURER REQUIRED CLEARANCES FOR
CONDENSERS PRIOR TO LOCATING PLATFORMS.

5. A COPY OF THE CONSTRUCTION DOCUMENTS OR A

COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM
ENERGY CODE SECTIONS 110.10(b) THROUGH 110.10(c) SHALL BE PROVIDED TO THE OCCUPANT.

6. AT LOCATIONS WITH EQUIPMENT OVER UNITS USE EXTRA LAYER

WITH R/C CHANNEL PER ACOUSTICAL REPORT

7. ROOF SHALL CONTAIN > R-38 INSULATION.

8. AT SLOPES < 2:12: FULLY-ADHERED 60 MIL SINGLE PLY
POLYVINYL-CHLORIDE (PVC) ROOFING, JOHN MANSVILLE. CERTIFIED CRRC. MINIMUM 20 YEAR MANUFACTURER WARRANTY; SRI VALUE OF 79 OR GREATER AND A SOLAR REFLECTANCE OF AT LEAST 0.63 AND A THERMAL EMITTANCE OF AT LEAST 0.75. AGED SOLAR RELFECTANCE >

0.7 AND THERMAL EMITTANCE > 0.82. SEE ROOF PLAN AND
WATERPROOFING DRAWINGS.

SYMBOL DESCRIPTION Detail
1 ELEVATOR- PROVIDE 90 MINUTE FIRE RATED DOOR.
* = WITH THE STRETCHER REQUIREMENTS OF
BUILDING CODE 3002.4. PROVIDE STANDBY

POWER(UNDER SEPARATE PERMIT)
2 FUTURE STANDPIPE(CLASS I) LOCATION - SEE NFPA
13 FIRE SPRINKLER SYSTEM DWG'S. (DEFERRED

SUBMITTAL)
3 LINE OF CANOPY ABOVE
4 LINE OF SOFFIT ABOVE
5 FIRE EXTINGUISHER- SEE NOTE M.2 ON SHEET GN-1
AND SPEC'S.
6 2-HR. RATED SHAFT- PROVIDE FIRE SPRINKLER AT

TRASH CHUTE
7 ELECTRICAL/TELEPHONE
8 METAL RAILING SYSTEM- 42" A.F.F. MIN.
9 TRASH CHUTES - PROVIDE 90 MIN. DOORS AND FIRE

SPRINKLERS
10 DRAFT / FIRESTOP: ONE LAYER 5/8" TYPE "X"

GYPSUM BOARD
11 FIREBLOCK: BOTH VERTICAL AND HORIZONTAL AT
10'-0" O.C. MAX. SPACING. FIRE BLOCK MATERIAL

SHALL BE MINERAL FIBER, MINERAL WOOL, GLASS

FIBER OR OTHER APPROVED NON-RIGID
MATERIALS. (2019 CBC SECTION 718.2)
12 GYPSUM CONCRETE OVER STRUCTURAL PANEL

SUB FLOOR
13 STRUCTURAL PANEL FLOOR DECK PER

STRUCTURAL
14 WALL PENETRATION, SEE DETAILS ON SHEETS
Ax.xx
15 FRAMING PER STRUCTURAL DRAWINGS
16 3-HOUR RATED FIRE WALL ASSEMBLY - SEE DETAIL
AX.X
17 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL, THE ENTIRE SPAN

OF SUCH ROOF/CEILING FRAMING SHALL BE OF
1-HOUR FIRE-RESISTIVE CONSTRUCTION. THE

FRAMING AND ELEMENTS THAT SUPPORT THE

ABOVE MENTIONED ROOF/CEILING FRAMING SHALL
ALSO BE 1-HOUR CONSTRUCTION MINIMUM
18 PROVIDE ASW CLIPS AT 10'-0" O.C. VERTICALLY
BETWEEN WOOD FRAMING AND "H" STUDS FOR
WALLS UP TO 23'-0" HIGH SPAN. FOR WALLS UP TO
44'-0" HIGH SPAN, PROVIDE SAW CLIPS AT 5'-0" O.C.

VERTICALLY BETWEEN WOOD FRAMING AND "H"
STUDS, TYP. MEASURED FROM BOTTOM OF ROOF

SHEATHING
19 FIRE RETARDANT TREATED PLYWOOD- REFER TO
STRUCT DRAWING FOR NAILING REQ.
20 HINGE POINT AT CONTINUOUS SEAM, TYP BOTH
SIDES
21 WHERE ROOF/CEILING FRAMING ELEMENTS ARE

PERPENDICULAR TO THE WALL,

THE ENTIRE SPAN OF SUCH ROOF/CEILING
FRAMING SHALL BE OF 1-HOUR
FIRE-RESISTIVE CONSTRUCTION. THE FRAMING

AND ELEMENTS THAT SUPPORT

THE ABOVE MENTIONED ROOF/CEILING FRAMING
SHALL ALSO BE 1-HOUR CONSTRUCTION MIN.

City Council 22 – 40 12/6/2022
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 3
A4.11

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt LEVEL 1 SLAB
PLAN
1/16" = 1'-0" 1 A2.10
LEVEL 1 - SLAB PLAN

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 41 12/6/2022
LINE UP LEVEL 3

LANDSCAPE FILE WITH

ARCHITECTURE CAD FILE - USING
THE NONPRINT_BUILDING

FOOTIPRINT LAYER CLUB ROOM
B
A A
C
C C
B
C
C
D
A
D
C
C
D
A
C

G G G H H H
B A
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 3
A4.11

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt LEVEL 3 SLAB
PLAN
1/16" = 1'-0" 1 A2.11
LEVEL 3 - SLAB PLAN

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 42 12/6/2022
A3.01
1 17
A
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
3 A4.01
2 A4.11

14.4 G-002
G-004
STAIR 4
B019
G-004
STOR
B023

RESIDENTIAL

PARKING
B001

ELEV MACH
B013
ELEV LOBBY 4
B014
18' - 0" 1' - 0" 36' - 0" 23' - 6" 18' - 0" 24' - 6"
/

MATCH LINE
1 A2.24
/

MATCH LINE
1 A2.22

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

LEVEL B

SEGMENT
PLAN 1
1/8" = 1'-0" 1 A2.21
LEVEL B SEGMENT 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 43 12/6/2022
8 9 10 11 12 13 14 15 16 17
H
J
K
L
M
N
3 A4.01
3 A4.10

14.4 1
A5.40
29' - 2" 65' - 8" 13' - 0"
38' - 8 3/4" 22' - 0" 3' - 6" 3' - 8 3/4"

TENANT STOR
B004
STAIR 1
B002
G-004

RESIDENTIAL

PARKING
B001
ELEV LOBBY 1
B003
G-004
STOR
B024
/

MATCH LINE
1 A2.23
/

MATCH LINE
A2.21 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

LEVEL B

SEGMENT
PLAN 2
1/8" = 1'-0" 1 A2.22
LEVEL B SEGMENT 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 44 12/6/2022
UP
A3.02
1 1 2 3 4 5 6 7 8
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
4 A5.40
9' - 11 1/4" 18' - 0" 23' - 6" 18' - 0" 1' - 0" 18' - 0" 5' - 8" 13' - 2" 15' - 1"

STAIRCASE ON A

SEPARATE PERMIT
G-004
G-004
G-004
G-004 G-004
G-006

FAN ROOM
B008

TENANT STOR
B007
STAIR 2
B006

TENANT STOR
B005

TENANT STOR
B009
G-004
ELEV-2

MACH RM
B010
ELEV LOBBY 2
B011
/

MATCH LINE
1 A2.22
/

MATCH LINE
A2.24 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

LEVEL B

SEGMENT
PLAN 3
1/8" = 1'-0" 1 A2.23
LEVEL B SEGMENT 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 45 12/6/2022
1 2 3 4 5 6 7 8
B
C
D
E
F
G
A3.02
3 2
A4.01
1 A4.11
G-001
G-001
G-009
G-001
G-003
G-001
G-005
G-004
G-002
STOR
B018
STOR
MAINTENANCE B017
SHOP
B016

RESTROOM
B019
TENANT

STORAGE
B015

CART STORAGE
B020

MAINTENANCE

STORAGE
B021
STAIR-3
B022
STOR
B012
18' - 2" 23' - 6" 18' - 2 1/2"
27' - 1"
6%
U
P
/

MATCH LINE
1 A2.21
/

MATCH LINE
1 A2.23

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

LEVEL B

SEGMENT
PLAN 4
1/8" = 1'-0" 1 A2.24
LEVEL B SEGMENT 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 46 12/6/2022
12" 12" 12"
9"
12" 12" 12"
6"
6"
T
T
T
T
T
DN
UP
A3.01
1 17
A
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
3 A4.01
2 A4.11
1 A4.10

14.4 230 SF

LANDSCAPE
STOR
1083
146 SF
BIKE
1080
R-72 R-74 R-76 R-78 R-80 R-82 R-84 R-86
R-52 R-53 R-54 R-55 R-56 R-57 R-58 R-59
R-73 R-75 R-77 R-79 R-81 R-83 R-85 R-87
RT-45 RT-46 RT-47 RT-48 RT-49 RT-50 RT-51 RT-52 RT-53
RT-05
RT-06
RT-01
RT-02
RT-04
RT-03
?
RT-07
459 SF
TRASH
1081
1305 SF

LEASING
1058
2123 SF
RETAIL
1053
964 SF
UNIT LW-01
1054
962 SF
UNIT LW-01
1055
963 SF
UNIT LW-01
1056
964 SF
UNIT LW-01
1057
126 SF
OFFICE
1102
74 SF
RESTRM
1101
220 SF
STAIR 4
1084
376 SF

CORRIDOR
1085
49 SF
VEST
1086
78 SF
STOR
1087
24195 SF

VISITOR

PARKING
1063
203 SF
ELEV LOBBY 4
1082
3 A4.11
10 A6.41
A6.41
9 8 A6.41
7 A6.41
6 A6.41
5 A6.41
4 A6.41
A6.42 2
A6.42
4 A6.42
1 G-007
G-004
G-004
G-001
G-001
G-004
S-1
S-1
S-1 S-1
S-1
G-004
G-004
G-010
D-005
D-005
D-005
D-005
D-005
D-005
D-005
S-1
S-1
S-1
346 SF
STOR
1088
D-005

LINE OF LEVEL
ABV.
/

MATCH LINE
1 A2.28
/

MATCH LINE
1 A2.26

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 1
SEGMENT 1
1/8" = 1'-0" 1 A2.25
LEVEL 1 SEGMENT 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 47 12/6/2022
12"
9"
9"
9"
12"
(140)
6" 6"
T
T
T
TT
T
8 9 10 11 12 13 14 15 16 17
H
J
K
L
M
N
1 A4.01
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A6.41
1 2 A6.41
A6.41
3 G-004
G-007
G-004
G-004
G-006
G-005
G-006
S-1
S-1 S-1
S-1
S-1
270 SF
MPOE
1067
577 SF

MAIN ELEC
1066 711 SF
TRASH
1064
89 SF
F.C.C
1062
191 SF
STAIR 1
1060
44 SF

ELEV MACH
1059
472 SF

MAIL/PARCEL
1103
89 SF

COPY/KEY
1105
1305 SF

LEASING
1058
4222 SF
RETAIL
1001
G-010
24195 SF

VISITOR

PARKING
1063
8183 SF

RESIDENTIAL

PARKING
1096
153 SF
ELEV LOBBY 1
1061
379 SF

ENTRY VEST
1100
499 SF
STAIR 5
1104
S-1
G-002
G-002
1:12
1:12
UP
UP
/

MATCH LINE
1 A2.27
5%
DN
5%
DN
TRENCH
DRAIN

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 1
SEGMENT 2
1/8" = 1'-0" 1 A2.26
LEVEL 1 SEGMENT 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 48 12/6/2022
9"
12"
12" 12"
(114)
(120)
(125)
(130)
(135)
DN
A3.02
1 1 2 3 4 5 6 7 8
H
J
K
L
M
N
A3.02
3 A3.02
4 1
A4.01
2 A4.01
4 A5.40
G-004
G-004
G-004
G-008
G-004
G-001
780 SF

ELECTRICAL
ROOM
1071
349 SF
STAIR 2
1070
309 SF

INVERTER
1069
175 SF

FIRE PUMP
1068
270 SF
MPOE
1067
435 SF

FAN ROOM
1073
G-010
24195 SF

VISITOR

PARKING
1063
8183 SF

RESIDENTIAL

PARKING
1096
125 SF
ELEV LOBBY 2
1074
G-004

STAIRCASE ON A

SEPARATE PERMIT
/

MATCH LINE
1 A2.26
/

MATCH LINE
A2.28 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 1
SEGMENT 3
1/8" = 1'-0" 1 A2.27
LEVEL 1 SEGMENT 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 49 12/6/2022
1 2 3 4 5 6 7 8
B
C
D
E
F
G
A3.02
3 2
A4.01
1 A4.11
G-001 G-001
G-001
G-007
G-003
168 SF

JANITOR STOR
1077
G-004
132 SF
STOR
1078
208 SF
STOR
1075
488 SF
STOR
1076
G-004
151 SF
STAIR 3
1079
20723 SF

RESIDENTIAL

PARKING
1090
/

MATCH LINE
1 A2.25
/

MATCH LINE
1 A2.23

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 1
SEGMENT 4
1/8" = 1'-0" 1 A2.28
LEVEL 1 SEGMENT 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 50 12/6/2022
A3.01
1 17
A
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
3 A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
10 A6.41
A6.41
9 8 A6.41
7 A6.41
6 A6.41
5 A6.41
4 A6.41
A6.42
1 G-004
G-004
561 SF
STOR
2082
387 SF
STAIR 4
2080
531 SF

UNIT LW-UPPER
01 1054
581 SF

UNIT LW-UPPER
02 1055
581 SF

UNIT LW-UPPER
02 1056
581 SF

UNIT LW-UPPER
02 1057
100 SF
ELEV LOBBY 4
2081
/

MATCH LINE
1 A2.32
/

MATCH LINE
1 A2.30

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 2
SEGMENT 1
1/8" = 1'-0" 1 A2.29
LEVEL 2 SEGMENT 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 51 12/6/2022
8 9 10 11 12 13 14 15 16 17
H
J
K
L
M
N
A3.03
3 1
A4.01
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A6.41
1 2 A6.41
A6.41
3 4 A6.41
G-004 G-004
G-004
G-004 G-004
G-004
535 SF

POOL VAULT
2086
131 SF

SPA VAULT
2058
561 SF
STOR
2082
191 SF
STAIR 1
2060
552 SF
STOR
2057
193 SF

WATER HEATER
2066
276 SF
GAS
2068
348 SF
STOR
2064
221 SF
STOR
2067
G-003
G-004
255 SF

POOL EQUIP
2085
177 SF

BOOSTER PUMP
2084
53419 SF

RESIDENTIAL

PARKING
2065
164 SF
ELEV LOBBY 1
2061
/

MATCH LINE
1 A2.31
/

MATCH LINE
A2.29 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 2
SEGMENT 2
1/8" = 1'-0" 1 A2.30
LEVEL 2 SEGMENT 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 52 12/6/2022
A3.02
1 1 2 3 4 5 6 7 8
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
4 A5.40
G-004
G-004
G-004
G-004
348 SF
STOR
2064
265 SF
STOR
2069
226 SF
STOR
2071
462 SF
GAS
2072
435 SF

FAN ROOM
2073
G-004
G-004
349 SF
STAIR 2
2070
125 SF
ELEV LOBBY 2
2074
69 SF

ELEVATOR
1092
/

MATCH LINE
1 A2.30
/

MATCH LINE
A2.32 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 2
SEGMENT 3
1/8" = 1'-0" 1 A2.31
LEVEL 2 SEGMENT 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 53 12/6/2022
1 2 3 4 5 6 7 8
B
C
D
E
F
G
A3.02
3 2
A4.01
1 A4.11
G-001 G-001
G-001
G-007
G-003
168 SF

JANITOR STOR
1077
G-004
132 SF
STOR
1078
208 SF
STOR
1075
488 SF
STOR
1076
G-004
151 SF
STAIR 3
1079
24195 SF

VISITOR

PARKING
1063
20723 SF

RESIDENTIAL

PARKING
1090
/

MATCH LINE
1 A2.29
/

MATCH LINE
1 A2.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 2
SEGMENT 4
1/8" = 1'-0" 1 A2.32
LEVEL 2 SEGMENT 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 54 12/6/2022
A
A
C C
DD

G G G H H H
B
A3.01
1 17
A
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
3 A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
721 SF
UNIT 1B-01
3040
801 SF

CORRIDOR
3081

5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.2 5.6

5.6 5.2 5.2
U-10 U-10 U-10 U-10
U-10

5.4 5.4

5.6 U-7

5.6 6

5.6 6

1.2 5.2

1.2 1.2 1.1

5.2 6.3 1.2 1.2

5.2 5.2

1.2 1.2

5.2 U-7
U-1 U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 D-005
D-001 D-005
D-004
D-001
D-004 D-005
D-008
724 SF
UNIT 1B-01
3042
1114 SF
UNIT 2B-01
3044
1117 SF
UNIT 2B-01
3046
883 SF
UNIT 1B-04
3048
680 SF
UNIT 1B-02
3050
D-008
821 SF
UNIT 1B-05
3052
1048 SF
UNIT 2B-03
3054
665 SF

CORRIDOR
3087
979 SF
UNIT 2B-02
3053
718 SF
UNIT 1B-01
3051
718 SF
UNIT 1B-01
716 SF 3049
UNIT 1B-01
3039
720 SF
UNIT 1B-01
3041
1115 SF
UNIT 2B-01
3043
541 SF
UNIT ST-01
3045
688 SF

CORRIDOR
3082
766 SF
UNIT 1B-01
(SIM.)
3047
191 SF
STAIR 4
3090
75 SF
JAN.
3058
83 SF
STOR
3084
225 SF
ELEV LOBBY 4
3083
50 SF
TRASH
3085
60 SF
ELEC
3088
42 SF
STOR
3093
43 SF
STOR
3094
6 6
U-10
U-10 U-10
U-10 U-10 U-10
U-1

5.3 5.3

5.9 5.5

5.7 3.1
U-10
D-012
7' - 1 1/2"
4' - 10 3/4" 4' - 9 1/4"
5' - 0 1/2"
7' - 9 1/4"
4' - 9"
7' - 0 1/4"
13' - 3 1/2"
15' - 3 1/4"
4' - 9 3/4"
4' - 8 1/2"
5' - 0"
4' - 9" 6' - 9 1/4"
6' - 9 1/4"
5' - 10"
7' - 4 3/4"
5' - 10"
7' - 3"
4' - 9"
4' - 9"
4' - 9"
7' - 3"
4' - 8 1/2"
10' - 11 1/2"
8' - 2 3/4"
4' - 9"
6' - 0 1/4"
4' - 9"
6' - 0
8' - 0" "
6' - 0"
6' - 0"
5' - 8 1/2" 7' - 0"
/

MATCH LINE
1 A2.36
/

MATCH LINE
1 A2.34

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 3
SEGMENT 1
1/8" = 1'-0" 1 A2.33
LEVEL 3 SEGMENT 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 55 12/6/2022
LIN
E
U
P LE
V
EL 3
LA
N
D
S
C
A
P
E
FILE
WIT
H
A
R
C
HIT
E
C
T
U
R
E
C
A
D

FILE - U
SIN
G
T
H
E
N
O
N
P
RIN
T_
B
UILDIN
G
F
O
O
TIP
RIN
T LAY
E
R
C
L
U
B
R
O
O
M
A
C C
C
D
C A
C
A
C
A
8 9 10 11 12 13 14 15 16 17
H
J
K
L
M
N
A3.03
3 4 A3.03
A3.03 5
1 A4.01
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A6.42
3 - -
A6.42
6 5 A6.42
A6.42
7 5.6

5.7 5.7

5.6 5.1 3.2

1.1 1

1.2 U-7

5.6 6.3 6
U-10 U-10
U-10

6.8 5.6 5.6 5.2 5.2

6.2 6.2

1.2 5.6 5.6
S-1 S-1
S-1
S-1
U-10 U-10

6.5 U-1
U-1 U-1 U-1
U-1
U-1
U-1
U-1
D-005
D-004
D-009
1493 SF
UNIT 3B-01
535 SF 3001
UNIT ST-01
3002
531 SF
UNIT ST-01
3003
546 SF
UNIT ST-02
3004
154 SF
ELEV LOBBY 1
3057
207 SF
STAIR 1
3056
145 SF
MEN
3060
132 SF
WOMEN
3059
677 SF

FITNESS
3005
1116 SF

CORRIDOR
3061
1020 SF

CLUBROOM
3007
774 SF
UNIT 1B-06
3006
671 SF
UNIT 1B-02
3008
677 SF
UNIT 1B-02
3009
693 SF
UNIT 1B-02
3010
698 SF
UNIT 1B-02
3011
437 SF

CORRIDOR
3055
42 SF
ELEC
3063
33 SF
TRASH
3068
D-008

3.3 D-001
D-001
U-10 U-10
U-10
27 SF
SHOWER
1091
G-001 G-001
S-1
6' - 8"
6' - 9 1/2"
6' - 10 1/2"
8' - 0 1/2"
5' - 3 1/2"
5' - 5"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2" 7' - 4 3/4"
14' - 9 1/4"
4' - 8 1/2"
6' - 5"
12' - 0"
/

MATCH LINE
1 A2.35
/

MATCH LINE
A2.33 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 3
SEGMENT 2
1/8" = 1'-0" 1 A2.34
LEVEL 3 SEGMENT 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 56 12/6/2022
C
B
C
A3.02
1 1 2 3 4 5 6 7 8
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
4 A5.40

5.2 3

1.2 5.7

5.2 5.2

5.7 1.2

5.7 1.2

5.7 5.6
U-10
U-10
U-10 U-10
U-10

4.1 3

4.1 4.1
4 6.10
4 3

1.2 5.2

1.2 1.2

5.7 1.2

6.9 6.1 6.1
U-1
U-1 U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006
D-010

5.2 709 SF
UNIT 1B-01
3022
721 SF
UNIT 1B-01
3021
537 SF
UNIT ST-02
3020
762 SF
UNIT 1B-03
3019
392 SF
STOR
3074
742 SF

CORRIDOR
3072 136 SF
ELEV LOBBY 2
3073
168 SF
STAIR 2.1
3071
693 SF
UNIT 1B-02
3010
698 SF
UNIT 1B-02
3011
730 SF
UNIT 1B-01
3012
730 SF
UNIT 1B-01
3013
688 SF
UNIT 1B-02
3014
727 SF
UNIT 1B-01
3015
713 SF
UNIT 1B-02
3016
993 SF

CORRIDOR
3069
730 SF
UNIT 1B-01
3017
538 SF
UNIT ST-01
3018
178 SF
STAIR 2
3070
28 SF
ELEC
3069
41 SF
STOR
3091
U-1
35 SF
STOR
3092
D-001
D-001
U-10
U-10
U-10 U-10
U-1
D-001
7' - 4 3/4
4' - 9 1/4" "
4' - 8 1/2"
1' - 11 1/2" 7' - 6"
9' - 5 1/2"
4' - 7 1/4"
94' - 8 3/4"
' - 5 1/2"
11' - 6 1/4"
11' - 6 1/4"
11' - 3 3/4"
6' - 10 1/4"
4' - 9"
4' - 8"
5' - 0 1/2"
7' - 7 1/4"
1' - 1 1/4" 7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4" 6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
/

MATCH LINE
1 A2.34
/

MATCH LINE
A2.36 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 3
SEGMENT 3
1/8" = 1'-0" 1 A2.35
LEVEL 3 SEGMENT 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 57 12/6/2022
B
C
C
1 2 3 4 5 6 7 8
B
C
D
E
F
G
A3.02
3 2 A3.03
2 A4.01
1 A4.11

5.2 5.6

5.6 5.2 5.2 5.2 5.2 5.2

1.2 1.2 1.2 1.2 1.2 U-10
U-10 U-10 U-10 U-10 U-10

6.3 3.5
4 3.4
4 3.5
4 4

6.4 6.6

6.1 5.1

6.1 5 5 5
3 4

5.7 1.2

5.6 5.6 5.6

1.2 1.2

5.2 1.2
U-1
U-1
U-1
U-1 U-1
U-1
U-1 U-1
U-1
U-1 U-1 U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
704 SF
UNIT 1B-01
3030
732 SF
UNIT 1B-01
3031
726 SF
UNIT 1B-01
3032
725 SF
UNIT 1B-01
3034
701 SF
UNIT 1B-01
3036
538 SF
UNIT ST-01
3038
721 SF
UNIT 1B-01
3040 553 SF
UNIT ST-01
3029
531 SF
UNIT ST-01
3028
543 SF
UNIT ST-01
3027
949 SF

CORRIDOR
3076
532 SF
UNIT ST-02
(SIM.)
3026
526 SF
UNIT ST-02
(SIM.)
3025
754 SF
UNIT 1B-03
3024
777 SF
UNIT 1B-03
3023
1101 SF

CORRIDOR
3075
411 SF
STOR
3079
721 SF
UNIT 1B-01
3035
1144 SF
UNIT 2B-01
(SIM.)
3037
716 SF
UNIT 1B-01
3039
801 SF

CORRIDOR
3081
61 SF
ELEC
3078
458 SF
STOR
3080
709 SF
UNIT 1B-01
3022
301 SF
STAIR 3
3077
D-008
42 SF
STOR
3093

5.6 5.6

5.6 5.6
D-001
U-10
U-10 U-10
U-10
D-001
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2" 14' - 10 1/4"
6' - 8 1/2"
7 4' - 9"
' - 2"
4' - 8 1/2" 6' - 8 1/2"
4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11"
4' - 8"
4' - 9" 7' - 11"
4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
/

MATCH LINE
1 A2.33
/

MATCH LINE
1 A2.35

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 3
SEGMENT 4
1/8" = 1'-0" 1 A2.36
LEVEL 3 SEGMENT 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 58 12/6/2022
A3.01
1 17
A
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11

5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.2 5.6

5.6 5.2 5.2
U-10 U-10 U-10 U-10
U-10

5.4 5.4

5.6 U-7

5.6 6

5.6 6

5.2 5.2

5.2 5.2 5.2
U-7

5.6 5.6

5.2 5.6
3 5.6 5.6

5.6 5.6
U-1 U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 D-005
D-008
D-004
D-004 D-005
D-008
724 SF
UNIT 1B-01
4042
1114 SF
UNIT 2B-01
4044
1117 SF
UNIT 2B-01
4046
883 SF
UNIT 1B-04
4048
680 SF
UNIT 1B-02
4050
821 SF
UNIT 1B-05
4052
1048 SF
UNIT 2B-03
4054
665 SF

CORRIDOR
4079
979 SF
UNIT 2B-02
4053
718 SF
UNIT 1B-01
4051
718 SF
UNIT 1B-01
4049
716 SF
UNIT 1B-01
4039
720 SF
UNIT 1B-01
4041
1115 SF
UNIT 2B-01
4043
541 SF
UNIT ST-01
4045
688 SF

CORRIDOR
4075
766 SF
UNIT 1B-01
(SIM.)
4047
191 SF
STAIR 4
4082
163 SF
STOR
4077
226 SF
ELEV LOBBY 4
4076
50 SF
TRASH
4078
60 SF
IDF
4080
42 SF
STOR
4084
43 SF
STOR
4085
6 6
D-001 D-001
U-10 U-10
U-10 U-10 U-10 U-10
U-10
U-1

5.3 5.3

5.9 5.5

5.7 3.1
7' - 1 1/2"
4' - 9 1/4"
4' - 10 3/4"
5' - 0 1/2"
7' - 9 1/4"
4' - 9"
7' - 0 1/4"
13' - 3 1/2"
15' - 3 1/4"
4' - 9 3/4"
4' - 8 1/2"
5' - 0"
4' - 9" 6' - 9 1/4"
6' - 9 1/4"
5' - 10"
7' - 4 3/4"
5' - 10"
7' - 3"
4' - 9"
4' - 9"
4' - 9"
7' - 3"
4' - 8 1/2"
10' - 11 1/2"
8' - 2 3/4"
4' - 9"
6' - 0 1/4"
4' - 9"

LINE OF BRIDGE
ABOVE
/

MATCH LINE
1 A2.40
/

MATCH LINE
1 A2.38

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 4
SEGMENT 1
1/8" = 1'-0" 1 A2.37
LEVEL 4 SEGMENT 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 59 12/6/2022
8 9 10 11 12 13 14 15 16 17
H
J
K
L
M
N
A3.03
3 4 A3.03
A3.03 5
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A6.42
3 - -
A6.42
6 5 A6.42

5.6 5.7 5.7

5.6 5.1 3.2

5.6 U-10
3 6 5.2

5.1 5.6

6.8 U-7

5.6 5.6 5.2 5.2

5.6 5.6

4.1 5.2
2 5.6
3 3

6.5 U-1
U-1 U-1
U-1
U-1
U-1
U-1
D-005
D-004
D-001
D-009
D-005
U-1
1493 SF
UNIT 3B-01
4001
535 SF
UNIT ST-01
4002
531 SF
UNIT ST-01
4003
759 SF
UNIT 1B-03
4004
224 SF

CORRIDOR
4055
207 SF
STAIR 1
4056
325 SF
YOGA
4005
913 SF

CORRIDOR
4059
774 SF
UNIT 1B-06
4006
671 SF
UNIT 1B-02
4008
677 SF
UNIT 1B-02
4009
693 SF
UNIT 1B-02
4010
698 SF
UNIT 1B-02
4011
42 SF
IDF
4061
264 SF

MECHANICAL
4007
155 SF
ELEV LOBBY 1
4057
D-008
33 SF
TRASH
4060

3.3 D-001
U-10 U-10
U-10 U-10
6' - 9 1/2"6' - 9 1/2"
8' - 3 1/4"
5' - 5"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2" 7' - 4 3/4"
14' - 9 1/4"
4' - 8 1/2"
5' - 5 3/4"
4' - 5 1/4"
8' - 0 1/2"
5' - 4 1/4"

LINE OF BRIDGE
ABOVE
/

MATCH LINE
1 A2.39
/

MATCH LINE
A2.37 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 4
SEGMENT 2
1/8" = 1'-0" 1 A2.38
LEVEL 4 SEGMENT 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 60 12/6/2022
A3.02
1 1 2 3 4 5 6 7 8
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
4 A5.40

5.2 3

5.6 5.7

5.2 5.2

5.7 5.6

5.7 5.6

5.7 5.6

4.1 3

4.1 4.1
4 6.10
4 3

5.2 5.2

5.6 5.6 5.6

5.6 5.6

5.6 6.9 6.1 6.1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006
D-010

5.2 709 SF
UNIT 1B-01
4022
721 SF
UNIT 1B-01
4021
537 SF
UNIT ST-02
4020
762 SF
UNIT 1B-03
4019
392 SF
STOR
4067
136 SF
ELEV LOBBY 2
4065
168 SF
STAIR 2.1
4063
693 SF
UNIT 1B-02
4010
698 SF
UNIT 1B-02
4011
1126 SF
UNIT 2B-01
4012
1121 SF
UNIT 2B-01
4013
688 SF
UNIT 1B-02
4014
727 SF
UNIT 1B-01
4015
912 SF
UNIT 1B-04
4016
725 SF

CORRIDOR
4062
725 SF
UNIT 1B-01
4017
538 SF
UNIT ST-01
4018
28 SF
IDF
4064
35 SF
STOR
41 SF 4083
STOR
4086
D-001
D-001
U-10
U-10 U-10
U-10
U-10
U-10
U-10 U-10
U-10
U-1
1' - 11 1/2" 7' - 4 3/4"
5' - 0 1/2"
1' - 1 1/4" 7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4" 6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
9' - 5 1/2"
4' - 9 1/4"
4' - 8 1/2"
4' - 7 1/4"
4' - 8 1/2"
6' - 10 1/4"
4' - 9"
4' - 8"
/

MATCH LINE
1 A2.38
/

MATCH LINE
A2.40 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 4
SEGMENT 3
1/8" = 1'-0" 1 A2.39
LEVEL 4 SEGMENT 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 61 12/6/2022
1 2 3 4 5 6 7 8
B
C
D
E
F
G
A3.02
3 2
A4.01
1 A4.11

5.2 5.6

5.6 5.2 5.2 5.2 5.2 5.2

5.6 5.6 5.6 5.6 5.6 U-10
U-10 U-10 U-10 U-10 U-10

6.1 5.1

6.1 5 5 5

3.5 4

3.4 4

3.5 4
4 6.4

6.6 3
4 5.6

5.6 5.6

5.2 5.6

5.6 5.6

5.6 5.6
3 U-1
U-1
U-1
U-1 U-1
U-1
U-1 U-1
U-1
U-1 U-1 U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
704 SF
UNIT 1B-01
4030
732 SF
UNIT 1B-01
4031
726 SF
UNIT 1B-01
4032
725 SF
UNIT 1B-01
4034
701 SF
UNIT 1B-01
4036 538 SF
UNIT ST-01
4038
721 SF
UNIT 1B-01
4040
553 SF
UNIT ST-01
4029
531 SF
UNIT ST-01
4028
543 SF
UNIT ST-01
4027
758 SF

CORRIDOR
4069
532 SF
UNIT ST-02
(SIM.)
4026
526 SF
UNIT ST-02
(SIM.)
4025
754 SF
UNIT 1B-03
4024
777 SF
UNIT 1B-03
4023
1101 SF

CORRIDOR
4068
411 SF
STOR
4072
721 SF
UNIT 1B-01
4035 1144 SF
UNIT 2B-01
(SIM.)
4037
716 SF
UNIT 1B-01
4039
801 SF

CORRIDOR
4074
61 SF
IDF
4071
458 SF
STOR
4073
709 SF
UNIT 1B-01
4022
301 SF
STAIR 3
4070
D-008
42 SF
STOR
4084
43 SF
STOR
4085

5.6 5.6

5.6 5.6
U-10
U-10 U-10
U-10
D-001
D-001
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2" 14' - 10 1/4"
6' - 8 1/2"
7 4' - 9"
' - 2"
4' - 8 1/2" 6' - 8 1/2"
4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11"
4' - 8"
4' - 9" 7' - 11"
4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
/

MATCH LINE
1 A2.37
/

MATCH LINE
1 A2.39

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 4
SEGMENT 4
1/8" = 1'-0" 1 A2.40
LEVEL 4 SEGMENT 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 62 12/6/2022
A3.01
1 17
A
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
A5.02 1

5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.2 5.6

5.6 5.2 5.2
U-10 U-10 U-10 U-10
U-10

5.4 5.4

5.6 U-7

5.6 6

5.6 6

5.2 5.2

5.2 5.2 5.2
U-7

5.6 5.6

5.2 5.6
3 5.6 5.6

5.6 5.6
U-1 U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 D-005
D-004
D-004 D-005
D-008
D-008
716 SF
UNIT 1B-01
5039 720 SF
UNIT 1B-01
5041
724 SF
UNIT 1B-01
5042
1115 SF
UNIT 2B-01
(SIM.)
5043
1114 SF
UNIT 2B-01
5044
541 SF
UNIT ST-01
5045
1117 SF
UNIT 2B-01
5046
766 SF
UNIT 1B-01
(SIM.)
5047
883 SF
UNIT 1B-04
5048
718 SF
UNIT 1B-01
5049
680 SF
UNIT 1B-02
5050
718 SF
UNIT 1B-01
5051
821 SF
UNIT 1B-05
5052
979 SF
UNIT 2B-02
5053
1048 SF
UNIT 2B-03
5054
688 SF

CORRIDOR
5073
226 SF
ELEV LOBBY 4
5074
163 SF
STOR
5075
50 SF
TRASH
5076
665 SF

CORRIDOR
5077
60 SF
STOR
5078
191 SF
STAIR 4
5080
42 SF
STOR
5083
43 SF
STOR
5084
6 6
D-001 D-001
U-10
U-10
U-10 U-10 U-10 U-10
U-10
U-1

5.3 5.3

5.9 5.5

5.7 3.1
7' - 1 1/2"
4' - 9 1/4"
4' - 10 3/4"
5' - 0 1/2"
7' - 9 1/4"
4' - 9"
7' - 0 1/4"
13' - 3 1/2"
15' - 3 1/4"
4' - 9 3/4"
4' - 8 1/2"
5' - 0"
4' - 9" 6' - 9 1/4"
6' - 9 1/4"
5' - 10"
7' - 4 3/4"
5' - 10"
7' - 3"
4' - 9"
4' - 9"
4' - 9"
7' - 3"
4' - 8 1/2"
10' - 11 1/2"
8' - 2 3/4"
4' - 9"
6' - 0 1/4"
4' - 9"

LINE OF BRIDGE
ABOVE
/

MATCH LINE
1 A2.44
/

MATCH LINE
1 A2.42

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 5
SEGMENT 1
1/8" = 1'-0" 1 A2.41
LEVEL 5 SEGMENT 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 63 12/6/2022
8 9 10 11 12 13 14 15 16 17
H
J
K
L
M
N
A3.03
3 4 A3.03
A3.03 5
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A5.02 1
- -

5.7 5.7

5.6 5.1 3.2

5.6 U-10
6 5.1

5.6 6.8
U-7

5.6 5.6 5.2 5.2

5.6 5.6

5.2 4.1
3 5.2

5.6 5.2
U-7

5.4 6
6 5.4
U-7

5.2 3 3

6.5 U-1
U-1 U-1
U-1
U-1
U-1
U-1
D-009 D-004
U-1
U-1
U-1
1493 SF
UNIT 3B-01
5001
535 SF
UNIT ST-01
5002
531 SF
UNIT ST-01
5003
759 SF
UNIT 1B-03
5004
973 SF
UNIT 2B-02
5005
774 SF
UNIT 1B-06
5006
972 SF
UNIT 2B-02
5007
671 SF
UNIT 1B-02
5008
677 SF
UNIT 1B-02
5009
693 SF
UNIT 1B-02
5010
698 SF
UNIT 1B-02
5011
224 SF

CORRIDOR
5055
207 SF
STAIR 1
5056
155 SF
ELEV LOBBY 1
5057
901 SF

CORRIDOR
5059
42 SF
STOR
5060
33 SF
STOR
5061
D-008

3.3 D-001
U-10 U-10
U-10 U-10
D-001
6 5.6

5.6 6' - 9 1/2"6' - 9 1/2"
8' - 4 1/4"
5' - 5"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2" 7' - 4 3/4"
14' - 10 1/2
4' - 8 1/2" "
5' - 5 3/4"
4' - 5 1/4"
8' - 4 1/4"
4' - 10"

LINE OF BRIDGE
ABOVE
/

MATCH LINE
1 A2.43
/

MATCH LINE
A2.41 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 5
SEGMENT 2
1/8" = 1'-0" 1 A2.42
LEVEL 5 SEGMENT 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 64 12/6/2022
A3.02
1 1 2 3 4 5 6 7 8
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01

5.2 3

5.7 5.2 5.2

5.7 5.6

5.7 5.6

5.7 5.6

4.1 3

4.1 4.1
4 6.10
4 3

5.2 5.2

5.6 5.6 5.6

5.6 5.6

5.6 5.6

6.9 6.1 6.1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006
D-010

5.2 693 SF
UNIT 1B-02
5010
698 SF
UNIT 1B-02
5011
1126 SF
UNIT 2B-01
5012
1121 SF
UNIT 2B-01
5013
688 SF
UNIT 1B-02
5014
727 SF
UNIT 1B-01
5015
912 SF
UNIT 1B-04
5016
725 SF
UNIT 1B-01
5017
538 SF
UNIT ST-01
5018
762 SF
UNIT 1B-03
5019
537 SF
UNIT ST-02
5020
721 SF
UNIT 1B-01
5021
726 SF

CORRIDOR
5062
168 SF
STAIR 2.1
5063
28 SF
ELEC
5064
136 SF
ELEV LOBBY 2
5065
35 SF
STOR
5082
1101 SF

CORRIDOR
5066
392 SF
STOR
5067
41 SF
STOR
5081 D-001
D-001
U-10
U-10 U-10
U-10
U-10
U-10
U-10 U-10
U-10
U-1
1' - 11 1/2" 7' - 4 3/4"
5' - 0 1/2"
1' - 1 1/4" 7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4" 6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
9' - 5 1/2"
4' - 9 1/4"
4' - 8 1/2"
4' - 7 1/4"
4' - 8 1/2"
6' - 10 1/4"
4' - 9"
4' - 8"
/

MATCH LINE
1 A2.42
/

MATCH LINE
A2.44 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 5
SEGMENT 3
1/8" = 1'-0" 1 A2.43
LEVEL 5 SEGMENT 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 65 12/6/2022
1 2 3 4 5 6 7 8
B
C
D
E
F
G
A3.02
3 2 A3.03
2 A4.01
1 A4.11

5.2 5.6

5.6 5.2 5.2 5.2 5.2 5.2
U-10
U-10 U-10 U-10 U-10 U-10

6.1 5.1 6.1 5 5 5

3.5 4

3.4 4

3.5 4
4 6.4

6.6 3
4 5.6

5.6 5.6

5.2 5.6

5.6 5.6

5.6 5.6 5.6 5.6
3 5.6

5.6 5.6
U-1
U-1
U-1
U-1
U-1
U-1
U-1 U-1
U-1
U-1 U-1 U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
709 SF
UNIT 1B-01
5022
777 SF
UNIT 1B-03
5023
754 SF
UNIT 1B-03
5024
526 SF
UNIT ST-02
(SIM.)
5025
532 SF
UNIT ST-02
(SIM.)
5026
543 SF
UNIT ST-01
5027
531 SF
UNIT ST-01
5028
553 SF
UNIT ST-01
5029
704 SF
UNIT 1B-01
5030
732 SF
UNIT 1B-01
5031
726 SF
UNIT 1B-01
5032
411 SF
STOR
5033
725 SF
UNIT 1B-01
5034
721 SF
UNIT 1B-01
5035
701 SF
UNIT 1B-01
5036
1144 SF
UNIT 2B-01
5037
538 SF
UNIT ST-01
5038
716 SF
UNIT 1B-01
5039
721 SF
UNIT 1B-01
5040
1101 SF

CORRIDOR
5066
61 SF
ELEC
5070
757 SF

CORRIDOR
5068
458 SF
STOR
5058
801 SF

CORRIDOR
5072
42 SF
STOR
5083
301 SF
STAIR 3
5069
D-008

5.6 5.6 5.6 5.6
U-10 U-10 U-10
U-10
D-001
D-001
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2" 14' - 10 1/4"
6' - 8 1/2"
7 4' - 9"
' - 2"
4' - 8 1/2" 6' - 8 1/2"
4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11"
4' - 8"
4' - 9" 7' - 11"
4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
0' - 5"
/

MATCH LINE
1 A2.41
/

MATCH LINE
1 A2.43

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 5
SEGMENT 4
1/8" = 1'-0" 1 A2.44
LEVEL 5 SEGMENT 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 66 12/6/2022
A3.01
1 17
A
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
A5.02 1

5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.2 5.6

5.6 5.2
U-10 U-10 U-10 U-10
U-10

5.4 5.4

5.6 U-7

5.6 6

5.6 6

5.2 5.2

5.2 5.2 5.2
U-7

5.6 5.6

5.2 5.6
3 5.6 5.6

5.6 5.6
U-1 U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1
D-005
D-004
D-004
D-008
D-008
1048 SF
UNIT 2B-03
6054
821 SF
UNIT 1B-05
6052
191 SF
STAIR 4
6082
665 SF

CORRIDOR
6079
680 SF
UNIT 1B-02
6050
883 SF
UNIT 1B-04
6048
1117 SF
UNIT 2B-01
6046
1114 SF
UNIT 2B-01
6044
724 SF
UNIT 1B-01
6042
43 SF
STOR
6086
716 SF
UNIT 1B-01
6039
720 SF
UNIT 1B-01
6041
1115 SF
UNIT 2B-01
6043
541 SF
UNIT ST-01
6045
163 SF
STOR
6076
50 SF
TRASH
6077
766 SF
UNIT 1B-01
(SIM.)
6047 718 SF
UNIT 1B-01
6049
718 SF
UNIT 1B-01
6051
979 SF
UNIT 2B-02
6053
60 SF
STOR
6080 688 SF

CORRIDOR
6074
223 SF
ELEV LOBBY 4
6075
680 SF

CORRIDOR
6078
6 6
D-001 D-001
U-10 U-10
U-10 U-10 U-10 U-10
U-10
U-1

5.3 5.3

5.9 5.5

5.7 3.1
7' - 1 1/2"
4' - 9 1/4"
4' - 10 3/4"
5' - 0 1/2"
7' - 9 1/4"
4' - 9"
7' - 0 1/4"
13' - 3 1/2"
15' - 3 1/4"
4' - 9 3/4"
4' - 8 1/2"
5' - 0"
4' - 9" 6' - 9 1/4"
6' - 9 1/4"
5' - 10"
7' - 4 3/4"
5' - 10"
7' - 3"
4' - 9"
4' - 9"
4' - 9"
7' - 3"
4' - 8 1/2"
10' - 11 1/2"
8' - 2 3/4"
4' - 9"
6' - 0 1/4"
4' - 9"
8' - 0"
/

MATCH LINE
1 A2.48
/

MATCH LINE
1 A2.46

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 6
SEGMENT 1
1/8" = 1'-0" 1 A2.45
LEVEL 6 SEGMENT 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 67 12/6/2022
8 9 10 11 12 13 14 15 16 17
H
J
K
L
M
N
A3.03
3 4 A3.03
A3.03 5
3 A4.01
3 A4.10
2 A4.10

14.4 1
A5.40
A5.02 1

5.6 5.7 5.7

5.6 5.1 3.2

5.6 U-10
6 5.1

5.6 6.8
U-7

5.6 5.6 5.2 5.2

5.6 5.6

5.2 4.1
3 5.2

5.6 5.2
U-7

5.4 6
6 5.4
U-7

5.2 3 3

6.5 U-1
U-1 U-1
U-1
U-1
U-1
U-1
D-004
D-009
U-1
U-1
U-1
1493 SF
UNIT 3B-01
6001
535 SF
UNIT ST-01
6002
531 SF
UNIT ST-01
6003
759 SF
UNIT 1B-03
6004
973 SF
UNIT 2B-02
6005
774 SF
UNIT 1B-06
6006
972 SF
UNIT 2B-02
6007
671 SF
UNIT 1B-02
6008
677 SF
UNIT 1B-02
6009
693 SF
UNIT 1B-02
6010
698 SF
UNIT 1B-02
6011
226 SF

CORRIDOR
6055
207 SF
STAIR 1
6056
D-008
153 SF
ELEV LOBBY 1
6057
680 SF

CORRIDOR
6078
903 SF

CORRIDOR
6059
42 SF
IDF
6060
33 SF
TRASH
6061

3.3 D-001
U-10 U-10
U-10 U-10
D-001
6 6.7

6.7 6' - 9 1/2"6' - 9 1/2"
8' - 1 1/2"
5' - 5"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2" 7' - 4 3/4"
14' - 10 1/2
4' - 8 1/2" "
5' - 5 3/4"
4' - 5 1/4"
8' - 4 1/4"
4' - 10"
8' - 0"
6' - 11"
7' - 5"
9' - 3 1/4"
/

MATCH LINE
1 A2.47
/

MATCH LINE
A2.45 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 6
SEGMENT 2
1/8" = 1'-0" 1 A2.46
LEVEL 6 SEGMENT 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 68 12/6/2022
A3.02
1 1 2 3 4 5 6 7 8
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01

5.2 3

5.7 5.2 5.2

5.7 5.6

5.7 5.6

5.7 5.6

4.1 3

4.1 4.1
4 6.10
4 3

5.2 5.2

5.6 5.6 5.6

5.6 5.6

5.6 5.6

6.9 6.1 6.1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006 D-010

5.2 1101 SF

CORRIDOR
6066
693 SF
UNIT 1B-02
6010
698 SF
UNIT 1B-02
6011
1126 SF
UNIT 2B-01
6012
1121 SF
UNIT 2B-01
6013
688 SF
UNIT 1B-02
6014
727 SF
UNIT 1B-01
6015
912 SF
UNIT 1B-04
6016
725 SF
UNIT 1B-01
6017
538 SF
UNIT ST-01
6018
762 SF
UNIT 1B-03
6019
537 SF
UNIT ST-02
6020
721 SF
UNIT 1B-01
6021
726 SF

CORRIDOR
6062
168 SF
STAIR 2.1
6063
28 SF
IDF
6064
136 SF
ELEV LOBBY 2
6065
41 SF
STOR
6083
35 SF
STOR
6084
392 SF
STOR
6067
D-001
D-001
U-10
U-10 U-10
U-10
U-10
U-10
U-10 U-10
U-10
U-1
1' - 11 1/2" 7' - 4 3/4"
5' - 0 1/2"
1' - 1 1/4" 7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4" 6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
9' - 5 1/2"
4' - 9 1/4"
4' - 8 1/2"
4' - 7 1/4"
4' - 8 1/2"
6' - 10 1/4"
4' - 9"
4' - 8"
/

MATCH LINE
1 A2.46
/

MATCH LINE
A2.48 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 6
SEGMENT 3
1/8" = 1'-0" 1 A2.47
LEVEL 6 SEGMENT 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 69 12/6/2022
1 2 3 4 5 6 7 8
B
C
D
E
F
G
A3.02
3 2 A3.03
2 A4.01
1 A4.11

5.2 5.6

5.6 5.2 5.2 5.2 5.2 5.2
U-10
U-10 U-10 U-10 U-10 U-10

6.1 5.1 6.1 5 5 5

3.5 4

3.4 4

3.5 4
4 6.4

6.6 3
4 5.6

5.6 5.6

5.2 5.6

5.6 5.6

5.6 5.6 5.6 5.6
3 5.6

5.6 5.6
U-1
U-1
U-1
U-1 U-1
U-1
U-1 U-1
U-1
U-1 U-1 U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
721 SF
UNIT 1B-01
6040
538 SF
UNIT ST-01
6038
701 SF
UNIT 1B-01
6036
725 SF
UNIT 1B-01
6034
726 SF
UNIT 1B-01
6032
732 SF
UNIT 1B-01
6031
704 SF
UNIT 1B-01
6030
754 SF
UNIT 1B-03
6024
777 SF
UNIT 1B-03
6023
1101 SF

CORRIDOR
6066
61 SF
IDF
6070
411 SF
STOR
6033
458 SF
STOR
6072
801 SF

CORRIDOR
6173
721 SF
UNIT 1B-01
6035
1144 SF
UNIT 2B-01
(SIM.)
6037
42 SF
STOR
6085
716 SF
UNIT 1B-01
6039
553 SF
UNIT ST-01
6029
531 SF
UNIT ST-01
6028
543 SF
UNIT ST-01
6027
532 SF
UNIT ST-02
(SIM.)
6026
526 SF
UNIT ST-02
(SIM.)
6025
757 SF

CORRIDOR
6068
301 SF
STAIR 3
6069
D-008
709 SF
UNIT 1B-01
6022

5.6 5.6 5.6 5.6
U-10 U-10
U-10
U-10
D-001
D-001
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2" 14' - 10 1/4"
6' - 8 1/2"
7 4' - 9"
' - 2"
4' - 8 1/2" 6' - 8 1/2"
4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11"
4' - 8"
4' - 9" 7' - 11"
4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
/

MATCH LINE
1 A2.45
/

MATCH LINE
1 A2.47

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 6
SEGMENT 4
1/8" = 1'-0" 1 A2.48
LEVEL 6 SEGMENT 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 70 12/6/2022
UP
I
I I
I
E E
G G
I
G
E
E
I I H
H H H
H
H
H
G
A3.01
1 17
A
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
A5.02 1
U-10 U-10 U-10 U-10
U-7
U-1
U-1
U-1
U-1
U-1 U-1
U-1 U-1
U-1 U-1
U-1 U-1
D-005
D-004
D-005
D-005
D-004
D-008
D-001 D-001
U-10
U-1
U-10
U-10 U-10 U-10 U-10

5.5 5.6 5.6

5.6 5.2 5.2 5.6

5.6 5.6

5.2 5.6

5.6 5.4 5.4

5.6 5.6
6 5.2

5.2 5.2 5.2 5.2

5.6 5.2 5.6
3 5.6 5.6

5.6 5.6

5.2 6

5.9 5.7

3.1 1048 SF
UNIT 2B-03
7052
821 SF
UNIT 1B-05
7050
191 SF
STAIR 4
7055
680 SF
UNIT 1B-02
7048
883 SF
UNIT 1B-04
7046
1117 SF
UNIT 2B-01
7044
1114 SF
UNIT 2B-01
800 SF 7042
UNIT 1L-01
LOWER
7040
43 SF
STOR
7083

ROOF LOUNGE
7051
662 SF

CORRIDOR
7077
60 SF
STOR
7078
729 SF
UNIT 1B-01
7049
718 SF
UNIT 1B-01
7047
766 SF
UNIT 1B-01
(SIM.)
7045
77 SF
MEN
7056
50 SF
TRASH
7074
541 SF
UNIT ST-01
7043
1115 SF
UNIT 2B-01
7041
720 SF
UNIT 1B-01
7039
716 SF
UNIT 1B-01
7037
688 SF

CORRIDOR
7072
81 SF
WOMEN
7053
223 SF
ELEV LOBBY 4
7073
7' - 8 1/4
5' - 0 1/2" 4' - 9 1/4" "
7' - 9 1/4"
4' - 9"
7' - 0 1/4"
13' - 3 1/2"
15' - 3 1/4"
4' - 9 3/4"
4' - 8 1/2"
5' - 0"
4' - 9" 6' - 9 1/4"
6' - 9 1/4"
5' - 10"
7' - 4 3/4"
5' - 10"
7' - 3"
4' - 9"
4' - 9"
4' - 9"
7' - 3"
4' - 8 1/2"
10' - 11 1/2"
8' - 2 3/4"
4' - 9"
6' - 0 1/4"
4' - 9"
1:12
/

MATCH LINE
1 A2.52
/

MATCH LINE
1 A2.50

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 7
SEGMENT 1
1/8" = 1'-0" 1 A2.49
LEVEL 7 SEGMENT 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 71 12/6/2022
UP
UP
G G G
G G
F F
D

E E E E E
DDD
D
D
D
D
D
D
G G
D
L
GG
8 9 10 11 12 13 14 15 16 17
H
J
K
L
M
N
A3.03
3 4 A3.03
A3.03 5
3 A4.01
3 A4.10
2 A4.10
2 A5.02

14.4 1
A5.40
A5.02 1

5.7 5.7

5.6 5.1 3.2

5.6 U-10

5.6 5.6 5.6

5.2 U-7

5.4 6
6 5.4
U-7

5.2 6.5
U-1
U-1
U-1
U-1
D-009 D-004
U-1
U-1
D-007

3.3 D-001
U-10 U-10
D-001
6 6.7

6.7 U-10 U-10
D-007
693 SF
UNIT 1B-02
7008
671 SF
UNIT 1B-02
7006
774 SF
UNIT 1B-06
7004
899 SF

CORRIDOR
7057
205 SF
STAIR 1
7054

ROOF LOUNGE
7001
966 SF
UNIT 2B-02
7003
972 SF
UNIT 2B-02
7005
677 SF
UNIT 1B-02
698 SF 7007
UNIT 1B-02
7009
564 SF

CORRIDOR
7076
42 SF
STOR
7058
33 SF
TRASH
7059
70 SF

MAINTANANCE
7090
726 SF

CORRIDOR
7092
1:12
1:12
6' - 11 1/4"
8' - 4 1/4"
6' - 10 3/4"
5' - 1 3/4"
10' - 4"
4' - 10"
4' - 8 1/2" 7' - 4 3/4"
14' - 10 1/2
4' - 8 1/2" "
5' - 1 1/2"
8' - 4 1/4"
5' - 2"
7' - 0 1/2"
7' - 5"
4' - 11 1/4"
5' - 11 1/2"
/

MATCH LINE
1 A2.51
/

MATCH LINE
A2.49 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 7
SEGMENT 2
1/8" = 1'-0" 1 A2.50
LEVEL 7 SEGMENT 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 72 12/6/2022
A3.02
1 1 2 3 4 5 6 7 8
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01

5.2 3

5.7 5.2 5.2

5.7 5.6

5.7 5.6

5.7 5.6

4.1 3

4.1 4.1
4 6.10
4 3

5.2 5.6 5.6 5.6

5.2 5.6

5.2 5.6

5.6 5.6

6.9 6.1 6.1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
U-1
D-005
D-011
D-005
D-004
D-006
D-010
780 SF
UNIT 1L-01
7020
791 SF
UNIT 1L-01
7019
537 SF
UNIT ST-02
7018
762 SF
UNIT 1B-03
7017
392 SF
STOR.
7065
136 SF
ELEV LOBBY 2
7063
168 SF
STAIR 2.1
7061
41 SF
STOR
7080
28 SF
STOR
7062
538 SF
UNIT ST-01
7016
725 SF
UNIT 1B-01
7015
912 SF
UNIT 1B-04
7014
688 SF
UNIT 1B-01
7012
1126 SF
UNIT 2B-01
7010
693 SF
UNIT 1B-02
7008
698 SF
UNIT 1B-02
7009
1121 SF
UNIT 2B-01
7011
797 SF
UNIT 1L-01
7013
35 SF
STOR
7081
D-001
D-001
U-10
U-10
U-10 U-10
U-10
U-1
U-1
U-10 U-10
780 SF
UNIT 1L-01
7020
726 SF

CORRIDOR
7092
1' - 11 1/2" 7' - 4 3/4"
5' - 0 1/2"
1' - 1 1/4" 7' - 7 1/4"
7' - 0 1/2"
4' - 6 1/2"
4' - 8 3/4" 6' - 4 1/2"
7' - 10 1/4" 7' - 8 3/4"
10' - 1 1/4"
6' - 10 1/2"
4' - 8 1/2"
9' - 5 1/2"
4' - 9 1/4"
4' - 8 1/2"
4' - 7 1/4"
4' - 8 1/2"
6' - 10 1/4"
4' - 9"
4' - 8"
/

MATCH LINE
1 A2.50
/

MATCH LINE
A2.52 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 7
SEGMENT 3
1/8" = 1'-0" 1 A2.51
LEVEL 7 SEGMENT 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 73 12/6/2022
1 2 3 4 5 6 7 8
B
C
D
E
F
G
A3.02
3 2 A3.03
2 A4.01
1 A4.11

5.6 5.6

6.1 5.1 6.1 5 5 5

5.6 5.6 5.6 5.6

3.5 4

3.4 4

3.5 4
4 6.4

6.6 3
4 5.2

5.6 5.6

5.6 5.6

5.6 5.6 5.6 5.6 5.6
3 5.2 5.2 5.6 5.2 5.2 5.2

5.2 5.6

5.6 5.6
U-1
U-1
U-1
U-1
U-1 U-1
U-1
U-1
U-1
U-1
D-004 D-009
D-005
D-005
796 SF
UNIT 1L-01
LOWER
7038
538 SF
UNIT ST-01
7036
771 SF
UNIT 1L-01
LOWER
7034
796 SF
UNIT 1L-01
LOWER
7032
796 SF
UNIT 1L-01
LOWER
7030
803 SF
UNIT 1L-01
LOWER
7029
771 SF
UNIT 1L-01
LOWER
7028
42 SF
STOR
7082
716 SF
UNIT 1B-01
7037
1140 SF
UNIT 2B-01
(SIM.)
7035
793 SF
UNIT 1L-01
7033
411 SF
STOR.
7068
61 SF
STOR.
7070
458 SF
STOR
7067
777 SF
UNIT 1B-03
7021
754 SF
UNIT 1B-03
7022
757 SF

CORRIDOR
7066
1100 SF

CORRIDOR
7064
801 SF

CORRIDOR
7071
301 SF
STAIR 3
7069
553 SF
UNIT ST-01
7027
531 SF
UNIT ST-01
7026
543 SF
UNIT ST-01
7025
526 SF
UNIT ST-02
(SIM.)
7023 532 SF
UNIT ST-02
(SIM.)
7024
780 SF
UNIT 1L-01
7020
D-008
D-001
U-1 U-1 U-1 U-1 U-1
U-1
U-1
U-1
D-001
U-10
U-10
6' - 0 1/4"
4' - 9"
4' - 8 1/2"
13' - 0 1/2" 14' - 10 1/4"
6' - 8 1/2"
7 4' - 9"
' - 2"
4' - 8 1/2" 6' - 8 1/2"
4' - 8 1/2" 4' - 8 1/2"
6' - 0"
17' - 8 1/2"
6' - 10"
7' - 11"
4' - 8"
4' - 9" 7' - 11"
4' - 8 1/2"
4' - 9"
6' - 11 1/2"
6' - 10 1/4"
4' - 8 1/2"
/

MATCH LINE
1 A2.49
/

MATCH LINE
1 A2.51

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN
LEVEL 7
SEGMENT 4
1/8" = 1'-0" 1 A2.52
LEVEL 7 SEGMENT 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 74 12/6/2022
A3.01
1 17
A
8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
A3.03
1 3
A4.01
2 A4.11
1 A4.10

14.4 3
A4.11
A5.02 1

4.1 U-7
240 SF
UNIT 1L-01
UPPER
7040L
202 SF

WATER HEATER
8062
D-007
/

MATCH LINE
1 A2.56
/

MATCH LINE
1 A2.54

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

MEZZ/ UPPER
ROOF
SEGMENT 1
1/8" = 1'-0" 1 A2.53

MAZZ/LOWER ROOF
SEGMENT 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 75 12/6/2022
8 9 10 11 12 13 14 15 16
H
J
K
L
M
N
A3.03
3 4 A3.03
A3.03 5
3 A4.01
3 A4.10

14.4 1
A5.40
A5.02 1
D-007
213 SF

WATER HEATER
8061
/

MATCH LINE
1 A2.55
/

MATCH LINE
A2.53 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

MEZZ/ UPPER
ROOF
SEGMENT 2
1/8" = 1'-0" 1 A2.54

MAZZ/LOWER ROOF
SEGMENT 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 76 12/6/2022
A3.02
1 1 2 3 4 5 6 7 8
H
J
K
L
M
N
A3.02
4 1
A4.01
2 A4.01
U-7
4 4.1
U-7
D-007
232 SF
UNIT 1L-01
UPPER
7013L
242 SF
UNIT 1L-01
UPPER
7019L
237 SF
UNIT 1L-01
UPPER
7020L
/

MATCH LINE
1 A2.54
/

MATCH LINE
A2.56 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

MEZZ/ UPPER
ROOF
SEGMENT 3
1/8" = 1'-0" 1 A2.55

MAZZ/LOWER ROOF
SEGMENT 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 77 12/6/2022
1 2 3 4 5 6 7 8
B
C
D
E
F
G
A3.02
3 2 A3.03
2 A4.01
1 A4.11

4.1 4.1 4.1 4.1 4.1

4.1 4.1
U-7
U-7

4.1 U-7
D-007
U-7 U-7 U-7 U-7 U-7
238 SF
UNIT 1L-01
UPPER
7028L
241 SF
UNIT 1L-01
UPPER
7029L
243 SF
UNIT 1L-01
UPPER
7030L
245 SF
UNIT 1L-01
UPPER
7032L
241 SF
UNIT 1L-01
UPPER
7034L
239 SF
UNIT 1L-01
UPPER
7038L
240 SF
UNIT 1L-01
UPPER
7040L
199 SF

WATER HEATER
8063
226 SF
UNIT 1L-01
7033L
237 SF
UNIT 1L-01
UPPER
7020L
/

MATCH LINE
1 A2.53
/

MATCH LINE
1 A2.55

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLOOR PLAN

MEZZ/ UPPER
ROOF
SEGMENT 4
1/8" = 1'-0" 1 A2.56

MAZZ/LOWER ROOF
SEGMENT 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 78 12/6/2022
A3.02
A3.01
2 A3.01
A3.02 2
1 1
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 1
A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10

14.4 ---
-
A5.10
2 3
A4.11
10 A6.41
A6.41
9 8 A6.41
7 A6.41
6 A6.41
5 A6.41
A6.41
1 2 A6.41
A6.41
3 4 A6.41
A6.42 2
A6.42
4 A6.42
1 RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

REFLECTED

CEILING PLAN
LEVEL 1
1/16" = 1'-0" 1 A2.61
LEVEL 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 79 12/6/2022
A3.02
A3.01
2 A3.01
A3.02 2
1 1
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
-
---

14.4 ---
-
---
-
3 A4.11
10 A6.41
A6.41
9 7 A6.41
6 A6.41
A6.41
1 2 A6.41
A6.41
3 A6.42
1 A6.42
3 - -
A6.42
7 RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

REFLECTED

CEILING PLAN
LEVEL 2
1/16" = 1'-0" 1 A2.62
LEVEL 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 80 12/6/2022
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N

14.4 RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

REFLECTED

CEILING PLAN
LEVEL 3
1/16" = 1'-0" 1 A2.63
LEVEL 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 81 12/6/2022
A3.02
A3.01
2 A3.01
A3.02 2
1 1
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
-
---

14.4 A5.12
2 3
A4.11
A6.42
3 - -
x7.xx
2 RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

REFLECTED

CEILING PLAN
LEVEL 4
A2.64 1/16" = 1'-0" 1
LEVEL 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 82 12/6/2022
A3.02
A3.01
2 A3.01
A3.02 2
1 1
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
-
---

14.4 3
A4.11
A5.02 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

REFLECTED

CEILING PLAN
LEVEL 5
1/16" = 1'-0" 1 A2.65
LEVEL 5

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 83 12/6/2022
A3.02
A3.01
2 A3.01
A3.02 2
1 1
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
-
---

14.4 3
A4.11
A5.02 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

REFLECTED

CEILING PLAN
LEVEL 6
A2.66
1/16" = 1'-0" 1
LEVEL 6

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 84 12/6/2022
A3.02
A3.01
2 A3.01
A3.02 2
1 1
17 A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
B
C
D
E
F
G
H
J
K
L
M
N
A3.02
3 A3.02
4 A3.03
1 A3.03
3 2 A3.03
4 A3.03 A3.03 5
1 A4.01
1 A4.01
2 A4.01
2 A4.01
3 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10
1 A4.11
1 A4.10
-
---

14.4 3
A4.11
A5.02 1

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

REFLECTED

CEILING PLAN
LEVEL 7
A2.67
1/16" = 1'-0" 1
LEVEL 7

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 22 – 85 12/6/2022
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

N M L K J H G F E D C B A
1 A4.01
1 A4.10
3 A4.11
15 12 5 1 8 10 2 9 17 22 13 1 6
6 24 8 25 6 16 2 14 6 6 6 8 6
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
2 A4.01
3 A4.01
2 A4.11

14.4 1 22 5 3 22 2 3 1
6 8 25 2 11 18 11 18 2

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

EXTERIOR

ELEVATIONS
A3.01
1/16" = 1'-0" 2

EAST ELEVATION
1/16" = 1'-0" 1

NORTH ELEVATION

KEYNOTES

SYMBOL DESCRIPTION
1 STANDING SEAM METAL PANEL SIDING
2 EXTERIOR CEMENT PLASTER (WHITE)
3 EXTERIOR CEMENT PLASTER (GREY-TO MATCH STANDING
SEAM)
5 VINYL DOORS & WINDOWS; PAINTED TO MATCH ANODIZED

ALUMINUM
6 CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW
SYSTEM
8 FIBER CEMENT SIDING -"VINTAGE WOOD" - CEDAR COLOR
9 ANODIZED ALUMINUM/GLASS RAILING AT BALCONIES &

BRIDGES
10 STEEL OCFA BRIDGE ACCESS AT ROOF LEVEL
11 PARKING SCREEN W/ VINES FRONTING SCREEN
12 SOUTH TERRACE LOUNGE; PARTIALLY OPEN TO SKY
13 NORTH TERRACE LOUNGE; PARTIALLY OPEN TO SKY
14 VINE SCREEN; VINES GROWING ALONG STEEL PICKETTS
15 ELEVATOR SHAFT
16 GRAND STAIR; MINIMUM 8FT CLEAR WIDTH
17 ANODIZED ALUMINUM FASCIA AT FLOOR FACE
18 ALUMINUM LOUVERS AT GARAGE OPENINGS; PAINTED

GRAPHITE COLOR
20 FIRE ACCESS STAIR
21 FIRE ACCESS CORRIDOR
22 STEEL & PERFORATED METAL RAILINGS AT BALCONIES; SIDE

MOUNTED HARDWARE
23 VINES GROWING ALONG WALL; PLANTER ABOVE
24 STEEL CANOPY ABOVE RETAIL STOREFRONTS; PAINTED TO

MATCH ANODIZED ALUMINUM
25 ANODIZED ALUMINUM PANEL W/IN STOREFRONT SYSTEM
26 VINES ALONG RETAINING WALL
28 EXTERIOR CEMENT PLASTER (WARM TONE TO MATCH

FIBER-CEMENT SIDING)
X
Date Issues / Revisions:

X
City Council 22 – 86 12/6/2022

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
2 A4.01
3 A4.01
3 A4.10
2 A4.11
2 A4.10

14.4 1 3 5 22 22 3 3 22 2 15 28 12 1
18 2 11 21 20 3 23 2 6 25 24
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

A B C D E F G H J K L M N
1 A4.01
1 A4.11
3 A4.11
1 5 2 5 28 2 5 1
2 26 11
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
1 2 3
1 5 2
11 2
2 18
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
3 11 2
2 1
18 RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

EXTERIOR

ELEVAITONS
A3.02
1/16" = 1'-0" 1

SOUTH ELEVAITON
1/16" = 1'-0" 2 WEST ELEVATION1/16" = 1'-0" 3

SOUTH ELEVATION A
1/16" = 1'-0" 4

NORTH ELEVATION B

KEYNOTES

SYMBOL DESCRIPTION
1 STANDING SEAM METAL PANEL SIDING
2 EXTERIOR CEMENT PLASTER (WHITE)
3 EXTERIOR CEMENT PLASTER (GREY-TO MATCH STANDING
SEAM)
5 VINYL DOORS & WINDOWS; PAINTED TO MATCH ANODIZED

ALUMINUM
6 CLEAR ANODIZED ALUMINUM STOREFRONT WINDOW
SYSTEM
8 FIBER CEMENT SIDING -"VINTAGE WOOD" - CEDAR COLOR
9 ANODIZED ALUMINUM/GLASS RAILING AT BALCONIES &

BRIDGES
10 STEEL OCFA BRIDGE ACCESS AT ROOF LEVEL
11 PARKING SCREEN W/ VINES FRONTING SCREEN
12 SOUTH TERRACE LOUNGE; PARTIALLY OPEN TO SKY
13 NORTH TERRACE LOUNGE; PARTIALLY OPEN TO SKY
14 VINE SCREEN; VINES GROWING ALONG STEEL PICKETTS
15 ELEVATOR SHAFT
16 GRAND STAIR; MINIMUM 8FT CLEAR WIDTH
17 ANODIZED ALUMINUM FASCIA AT FLOOR FACE
18 ALUMINUM LOUVERS AT GARAGE OPENINGS; PAINTED

GRAPHITE COLOR
20 FIRE ACCESS STAIR
21 FIRE ACCESS CORRIDOR
22 STEEL & PERFORATED METAL RAILINGS AT BALCONIES; SIDE

MOUNTED HARDWARE
23 VINES GROWING ALONG WALL; PLANTER ABOVE
24 STEEL CANOPY ABOVE RETAIL STOREFRONTS; PAINTED TO

MATCH ANODIZED ALUMINUM
25 ANODIZED ALUMINUM PANEL W/IN STOREFRONT SYSTEM
26 VINES ALONG RETAINING WALL
28 EXTERIOR CEMENT PLASTER (WARM TONE TO MATCH

FIBER-CEMENT SIDING)
X
Date Issues / Revisions:

X
City Council 22 – 87 12/6/2022
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
6 7 8 9 10 11 12 13 14 15 16 17
3 A4.01
2 A4.11

14.4 LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

H G F E
1 A4.01
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
17 16 15 14 13 12 11 10 9 8 7 6
3 A4.01
3 A4.10
2 A4.10

14.4 LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

L K J H
1 A4.01
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
J K L

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

COURT YARD

ELEVAITONS
A3.03
1/16" = 1'-0" 1
COURTYARD ELEV.- NORTH
1/16" = 1'-0" 2
COURTYARD ELEV.- EAST
1/16" = 1'-0" 3
COURTYARD ELEV.- SOUTH
1/16" = 1'-0" 4
COURTYARD ELEV. - EAST A
1/16" = 1'-0" 5
COURTYARD ELEV. - WEST
Date Issues / Revisions:

City Council 22 – 88 12/6/2022

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
2 A4.01
3 A4.01
2 A4.11

14.4 ---
-
10' - 8"10' - 8"

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

A B C D E F G H J K L M N
1 A4.01
1 A4.10
3 A4.11

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"

N M L K J H G F E D C B
1 A4.01

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

BUILDING

SECTIONS
A4.01
1/16" = 1'-0" 1
BUILDING SECTION 1
1/16" = 1'-0" 2
1/16" = 1'-0" 3 BUILDING SECTION 2 BUILDING SECTION 3
Date Issues / Revisions:

City Council 22 – 89 12/6/2022

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
UNIT 2B-03
3054
UNIT 2B-03
4054
UNIT 2B-03
5054
UNIT 2B-03
7052
UNIT LW-01
1055
UNIT 2B-03
6054
4' - 4" 9' - 10" 9' - 10 3/4" 9' - 10 3/4" 9' - 10 3/4" 10' - 0" 11' - 4" 10' - 8" 10' - 0" 85' - 10 1/4"

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
M
8' - 11 1/4
UNIT 3B-01 "
3001
UNIT 3B-01
4001
UNIT 3B-01
5001
UNIT 3B-01
6001
RETAIL
1001
4' - 0" 9' - 10 3/4" 9' - 10 3/4" 9' - 10 3/4" 10' - 0" 11' - 4" 10' - 8" 10' - 0" 75' - 8 1/4"

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
M

CORRIDOR
7057

CORRIDOR
6059

CORRIDOR
5059

CORRIDOR
4059

CORRIDOR
3061

RESIDENTIAL

PARKING
2065

VISITOR

PARKING
1063

RESIDENTIAL

PARKING
B001
YOGA
4005
UNIT 2B-02
5005
UNIT 2B-02
6005
UNIT 2B-02
7003
4' - 0" 9' - 10" 9' - 10 3/4" 9' - 10 3/4" 9' - 10 3/4" 10' - 0" 11' - 4" 10' - 8" 10' - 0" 85' - 6 1/4"
3' - 6" T
Y
P.

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt WALL

SECTIONS
A4.10
1/4" = 1'-0" 1 WALL SECTION 11/4" = 1'-0" 2 WALL SECTION 21/4" = 1'-0" 3 WALL SECTION 3 Date Issues / Revisions:

City Council 22 – 90 12/6/2022

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
1 3' - 6" 9' - 10" 9' - 10 3/4" 9' - 10 3/4" 9' - 10 3/4" 10' - 0" 11' - 4" 10' - 8" 10' - 0" 85' - 0 1/4"

CART STORAGE
B020

RESIDENTIAL

PARKING
1090
GAS
2078
UNIT ST-01
3028
UNIT ST-01
4028
UNIT ST-01
5028
UNIT ST-01
6028
UNIT ST-01
7026

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
B
1' - 8" 9' - 10" 9' - 10 3/4" 9' - 10 3/4" 9' - 10 3/4" 10' - 0" 11' - 4" 10' - 8" 10' - 0" 83' - 2 1/4"
3' - 6" 3' - 6" T
Y
P.
8' - 0" T
Y
P.

RESIDENTIAL

PARKING
B001

RESIDENTIAL

PARKING
1090

RESIDENTIAL

PARKING
2065
UNIT 2B-01
3044
UNIT 2B-01
4044
UNIT 2B-01
5044
UNIT 2B-01
6044
UNIT 2B-01
7042
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
17 8' - 10"

CORRIDOR
3087

CORRIDOR
4079

CORRIDOR
5077

CORRIDOR
6079

CORRIDOR
7077
4' - 4" 9' - 10" 9' - 10 3/4" 9' - 10 3/4" 9' - 10 3/4" 10' - 0" 11' - 4" 10' - 8" 75' - 10 1/4"

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt WALL

SECTIONS
A4.11
1/4" = 1'-0" 1 WALL SECTION 41/4" = 1'-0" 2 WALL SECTION 5 1/4" = 1'-0" 3 WALL SECTION @ CORRIDOR
Date Issues / Revisions:

City Council 22 – 91 12/6/2022
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"

14.4 15 16
2 A5.42
15 16
H
J

14.4 3
A5.01
2 A5.01
5 A5.01
A6.41
3 LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"

14.4 15 16
2 A5.42
15 16
H
J

14.4 3
A5.01
2 A5.01
5 A5.01
A6.42
7 LEVEL 1
138' - 9"
LEVEL 2
149' - 5"

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

GRAND STAIR

SECTIONS
A5.01
1/4" = 1'-0" 2

GRAND STAIR SECTION A
1/4" = 1'-0" 1
LEVEL 2 - GRAND STAIR
1/4" = 1'-0" 3

GRAND STAIR SECTION B
1/4" = 1'-0" 4
LEVEL 3 - GRAND STAIR
1/4" = 1'-0" 5

GRAND STAIR SECTION C
Date Issues / Revisions:

City Council 22 – 92 12/6/2022
12 F
G
H
J
K
L
2 A5.02
3 A5.02
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
12 3' - 6" MIN. 3' - 6" MIN.

B
O
T
T
O
M
O
F
F
R
A
MIN
G
8' - 2 7/8"
B
O
T
T
O
M
O
F
F
R
A
MIN
G
9' - 1 23/64"
F
G
H
J
2 A5.02
F
G
H
J
2 A5.02
0' - 5 7/8" 2' - 11 5/8" 16' - 1 11/16" 20' - 0" 15' - 8 1/16" 3' - 5 1/4" 1' - 3 1/2" LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
12 2' - 8 243/256"
4' - 0"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

F G H J
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

C
B
A
E
Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT:

C
B
A
D
5 4 3 2 1
5 4 3 2 1
PROJECT ADDRESS:

THE MADISON
6 D
6 Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED
BRIDGE
PLANS
A5.02
Date Issues / Revisions:
1/4" = 1'-0" 7

MAZZ/LOWER ROOF - ENLARGED

BRIDGE PLAN
1/4" = 1'-0" 2

BRIDGE CROSS SECTION
1/4" = 1'-0" 6
LEVEL 7 - ENLARGED BRIDGE PLAN
1/4" = 1'-0" 4
LEVEL 6 - ENLARGED BRIDGE PLAN
1/4" = 1'-0" 3 WALKWAY CROSS SECTION
1/4" = 1'-0" 1

BRIDGE ELEVATION - WEST
City Council 22 – 93 12/6/2022
10 11
H
J
K
L
A3.03
3 177 SF

BOOSTER PUMP
2084
255 SF

POOL EQUIP
2085
131 SF

SPA VAULT
2058
535 SF

POOL VAULT
2086
3 A5.03
2 A5.03
4 A5.03
14' - 6 3/4" 15' - 6 3/4"
11' - 6 3/4" 2' - 5 1/4" 41' - 2 3/4"
13' - 6 1/2" 30' - 6" 11' - 2 1/4"
18' - 11 5/128" 13' - 11 5/8"
3' - 4" 4' - 0" 6' - 4" 3' - 2 3/8"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"

H J K L
11' - 2 1/4" 30' - 0 1/2" 0' - 5 1/2" 1' - 11 3/4" 11' - 6 3/4" 0' - 11 5/8" 0' - 9 3/4" 37' - 8" 0' - 9 3/4"
0' - 11 5/8"
3' - 4 7/8" 0' - 9 3/4" 8' - 0"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
11 11' - 4"
5' - 0" 1' - 0"
1' - 9 3/8" 4' - 0" 8' - 0" 1' - 9 3/8"
0' - 11 5/8" 0' - 9 3/4" 12' - 0" 0' - 9 3/4" 0' - 11 5/8" LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
11 11' - 4"
5' - 0" 1' - 0"
1' - 9 3/8" 4' - 0" 8' - 0" 1' - 9 3/4"
0' - 11 5/8" 0' - 9 3/4" 12' - 0" 0' - 9 3/4" 1' - 0"

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

POOL AND
SPA
A5.03
1/4" = 1'-0" 1
LEVEL 2 - ENLARGED POOL AND SPA
PLAN
1/4" = 1'-0" 2

POOL AND SPA SECTION
1/4" = 1'-0" 3

SPA SECTION
1/4" = 1'-0" 4

POOL SECTION
Date Issues / Revisions:

City Council 22 – 94 12/6/2022
14 15 16
G
H
J

14.4 126 SF
OFFICE
1102
74 SF
RESTRM
1101
1305 SF

LEASING
1058
89 SF

COPY/KEY
1105
472 SF

MAIL/PARCEL
1103
499 SF
STAIR 5
1104
3 A5.01
2 A5.01
5 A5.01
A6.42
4 14 15 16
G
H
J

14.4 1305 SF

LEASING
1058
472 SF

MAIL/PARCEL
1103
126 SF
OFFICE
1102
74 SF
RESTRM
1101
5 A5.01
A6.42 2
A6.42
4 RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

LEASING
OFFICE

ENLARGED

PLAN/ RCP
A5.10 1/4" = 1'-0" 2
LEVEL 1 - DETAILS RCP
1/4" = 1'-0" 1
LEVEL 1 - LEASING OFFICE
Date Issues / Revisions:

City Council 22 – 95 12/6/2022
10 H
J
K
L
1020 SF

CLUBROOM
3007
A6.42
6 5 A6.42
13 J
K
L
677 SF

FITNESS
3005
145 SF
MEN
3060
132 SF
WOMEN
3059
A6.42
3 10
H
J
K
L
1020 SF

CLUBROOM
3007
A6.42
6 5 A6.42
13 J
K
L
677 SF

FITNESS
3005
145 SF
MEN
3060
132 SF
WOMEN
3059
A6.42
3 - -

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

CLUBROOM/

FITNESS

ROOM LEVEL
3 A5.11
1/4" = 1'-0" 3
LEVEL 3 - CLUBROOM RCP
1/4" = 1'-0" 4
LEVEL 3 - FITNESS ROOM RCP
1/4" = 1'-0" 1
LEVEL 3 - CLUBROOM
1/4" = 1'-0" 2
LEVEL 3 - FITNESS ROOM
Date Issues / Revisions:

City Council 22 – 96 12/6/2022
13 J
K
L
3 A4.10
325 SF
YOGA
4005
A6.42
3 13
J
K
L
325 SF
YOGA
4005
A6.42
3 RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

YOGA ROOM
LEVEL 4
1/4" = 1'-0" 1 A5.12 LEVEL 4 - YOGA ROOM
1/4" = 1'-0" 2
LEVEL 4 - YOGA ROOM RCP
Date Issues / Revisions:

City Council 22 – 97 12/6/2022
UP
UP
G
G
G
G G
F
F
D

E E E E E
DDD
D
D
D
D
D
D
G G
D
L
GG
UP
I
I I
I
E E
G G
I
G
E
E
I I H
H
H
H
H
H
H
G
14 15 16
L
M
2 A4.10

14.4 2
A5.40
1:12
D
E
1:12

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt ROOF
LOUNGE
LEVEL 7
A5.13
1/4" = 1'-0" 1
LEVEL 7 - ROOF LOUNGE 1
1/4" = 1'-0" 2
LEVEL 7 -ROOF LOUNGE 2
Date Issues / Revisions:

City Council 22 – 98 12/6/2022
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
15' - 4"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
15' - 1"
BED
CLOSET
BATH
W/D

KITCHEN
DINING
LIVING
16' - 8"
3 2' - 7"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
16' - 8"
16' - 8"

KITCHEN

DINING BED
LIVING
CLOSET
W/D
BATH

PER OVERALL PLANS
3 7' - 0"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S

KITCHEN
CLOSET

CLOSET CLOSET
BATH-1
BEDROOM-1
BEDROOM-2
BEDROOM-3

CLOSET CLOSET
W/D
BATH-2
DINING
LIVING

BALCONY
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM- SEE
NOTE 11

TELEVISION / CABLE OUTLET TELEPHONE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

UNIT PLANS
A5.20
1/4" = 1'-0" 1
PLAN-UNIT ST-01
1/4" = 1'-0" 2
UNIT PLAN-ST-02
1/4" = 1'-0" 7
PLAN-UNIT 3B-01

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

FLOOR PLAN KEY NOTES X
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT-UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT
CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "S", NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE.

11. LOCATE THE SMOKE ALARM A MIN. 20 FEET FROM
PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC
907.2.10.8(NFPA 72 29.8.3.4) EXCEPTION 1- ALLOW IONIZATION SMOKE ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2- ALLOWS
PHOTOELECTRIC SMOKE GREATER THAN 6 FEET FROM PERMANENTLY

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

PERMANENT WIRING(HARD WIRED)
5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY
OWNER. PROVIDE LOUVERED DOOR.
6 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL
7 DISH WASHER UNDER COUNTERTOP
8 30" ELEC. IGNITION GAS RANGE
9 REFRIGERATOR
10 SINK & FAUCET, SEE PLUMBING DWG'S.
11 TOILET - SEE ACCESSIBILITY NOTE # 5.
12 30" DOUBLE SINK WITH CASEWORK
13 BATH TUB. SEE ACCESSIBILITY NOTE # 5.
14 VANITY SINK WITH COUNTERTOP AT 34" MAX. ABOVE FINISH FLOOR.
15 SHOWER WITH FRAMELESS DOOR SYSTEM. 36" SHOWER
DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR
WITH 1/2" PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE # 5. PROVIDE A 2" MAX. THRESHOLD AND HAVE A BEVELED OR
SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS
HORIZONTAL.

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCONY

UNIT PLAN CEILING KEYNOTES
City Council 22 – 99 12/6/2022
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
5' - 10" 10' - 7"
4' - 7"

BEDROOM

W/D CLOSET

KITCHEN

BATHROOM
DINING

LIVING BALCONY
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
6' - 9" 5' - 11" 10' - 5"
4' - 8"
23' - 2"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
8'-0" CEILING
LIVING

BEDROOM
DINING

KITCHEN
CLOSET

BATHROOM
W/D

BALCONY
23' - 2"
10' - 9" 5' - 11" 6' - 6"
4' - 8"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S

BEDROOM
CLOSET
CLOSET
LIVING
DINING

BATHROOM
W/D

KITCHEN
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM- SEE
NOTE 11

TELEVISION / CABLE OUTLET TELEPHONE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

UNIT PLANS
A5.21
1/4" = 1'-0" 1
PLAN-UNIT 1B-01
1/4" = 1'-0" 2
PLAN-UNIT 1B-02
1/4" = 1'-0" 3
PLAN-UNIT 1B-03

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

FLOOR PLAN KEY NOTES X
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT-UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT
CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "S", NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE.

11. LOCATE THE SMOKE ALARM A MIN. 20 FEET FROM
PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC
907.2.10.8(NFPA 72 29.8.3.4) EXCEPTION 1- ALLOW IONIZATION SMOKE ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2- ALLOWS
PHOTOELECTRIC SMOKE GREATER THAN 6 FEET FROM PERMANENTLY

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

PERMANENT WIRING(HARD WIRED)
5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY
OWNER. PROVIDE LOUVERED DOOR.
6 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL
7 DISH WASHER UNDER COUNTERTOP
8 30" ELEC. IGNITION GAS RANGE
9 REFRIGERATOR
10 SINK & FAUCET, SEE PLUMBING DWG'S.
11 TOILET - SEE ACCESSIBILITY NOTE # 5.
12 30" DOUBLE SINK WITH CASEWORK
13 BATH TUB. SEE ACCESSIBILITY NOTE # 5.
14 VANITY SINK WITH COUNTERTOP AT 34" MAX. ABOVE FINISH FLOOR.
15 SHOWER WITH FRAMELESS DOOR SYSTEM. 36" SHOWER
DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR
WITH 1/2" PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE # 5. PROVIDE A 2" MAX. THRESHOLD AND HAVE A BEVELED OR
SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS
HORIZONTAL.

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCONY

UNIT PLAN CEILING KEYNOTES
City Council 22 – 100 12/6/2022
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
29' - 0"
12' - 4" 6' - 2" 10' - 6"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S

BEDROOM
CLOSET
LIVING
DINING

KITCHEN
W/D

BATHROOM

BALCONY
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
23' - 8"
6' - 2" 11' - 4"
4' - 11"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
W/D

BATHROOM
CLOSET
CLOSET

KITCHEN

BATHROOM
LIVING
DINING

BALCONY
33' - 4"
32' - 3"
14' - 11"
12' - 0" 6' - 3" 13' - 11"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
33' - 4"

BEDROOM
CLOSET
CLOSET

BATHROOM
W/D

BALCONY

KITCHEN
DINING
LIVING
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM- SEE
NOTE 11

TELEVISION / CABLE OUTLET TELEPHONE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

UNIT PLANS
A5.22
1/4" = 1'-0" 1
PLAN-UNIT 1B-04
1/4" = 1'-0" 2
PLAN-UNIT 1B-05
1/4" = 1'-0" 3
PLAN-UNIT 1B-06

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

FLOOR PLAN KEY NOTES X
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT-UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT
CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "S", NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE.

11. LOCATE THE SMOKE ALARM A MIN. 20 FEET FROM
PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC
907.2.10.8(NFPA 72 29.8.3.4) EXCEPTION 1- ALLOW IONIZATION SMOKE ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2- ALLOWS
PHOTOELECTRIC SMOKE GREATER THAN 6 FEET FROM PERMANENTLY

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

PERMANENT WIRING(HARD WIRED)
5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY
OWNER. PROVIDE LOUVERED DOOR.
6 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL
7 DISH WASHER UNDER COUNTERTOP
8 30" ELEC. IGNITION GAS RANGE
9 REFRIGERATOR
10 SINK & FAUCET, SEE PLUMBING DWG'S.
11 TOILET - SEE ACCESSIBILITY NOTE # 5.
12 30" DOUBLE SINK WITH CASEWORK
13 BATH TUB. SEE ACCESSIBILITY NOTE # 5.
14 VANITY SINK WITH COUNTERTOP AT 34" MAX. ABOVE FINISH FLOOR.
15 SHOWER WITH FRAMELESS DOOR SYSTEM. 36" SHOWER
DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR
WITH 1/2" PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE # 5. PROVIDE A 2" MAX. THRESHOLD AND HAVE A BEVELED OR
SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS
HORIZONTAL.

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCONY

UNIT PLAN CEILING KEYNOTES
City Council 22 – 101 12/6/2022
10' - 6" 5' - 11"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
4' - 8"
3 3' - 6"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
36' - 8"
BEDROOM-1
CLOSET
CLOSET
KITCHEN BATH-1
LIVING
DINING

BALCONY
BEDROOM-2
CLOSET
W/D
BATH-2
CLOSET
24' - 7"
10' - 6" 6' - 0" 8' - 1"
4' - 8"
BEDROOM-1
CLOSET
BATH-1
LIVING
DINING
BEDROOM-2
CLOSET
W/D
BATH-2

KITCHEN

BALCONY
9' - 0" 6' - 2" 11' - 5"
26' - 7"
4' - 9"
41' - 8"41' - 8"
14' - 5"

BALCONY
BEDROOM-1
BATH-1
BATH-2
W/D
CLOSET
CLOSET

KITCHEN
BEDROOM-2
LIVING
DINING
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM- SEE
NOTE 11

TELEVISION / CABLE OUTLET TELEPHONE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

UNIT PLANS
1/4" = 1'-0" 1 A5.23
PLAN-UNIT 2B-01
1/4" = 1'-0" 2
PLAN-UNIT 2B-02
1/4" = 1'-0" 3
PLAN-UNIT 2B-03

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

FLOOR PLAN KEY NOTES X
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT-UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT
CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "S", NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE.

11. LOCATE THE SMOKE ALARM A MIN. 20 FEET FROM
PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC
907.2.10.8(NFPA 72 29.8.3.4) EXCEPTION 1- ALLOW IONIZATION SMOKE ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2- ALLOWS
PHOTOELECTRIC SMOKE GREATER THAN 6 FEET FROM PERMANENTLY

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

PERMANENT WIRING(HARD WIRED)
5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY
OWNER. PROVIDE LOUVERED DOOR.
6 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL
7 DISH WASHER UNDER COUNTERTOP
8 30" ELEC. IGNITION GAS RANGE
9 REFRIGERATOR
10 SINK & FAUCET, SEE PLUMBING DWG'S.
11 TOILET - SEE ACCESSIBILITY NOTE # 5.
12 30" DOUBLE SINK WITH CASEWORK
13 BATH TUB. SEE ACCESSIBILITY NOTE # 5.
14 VANITY SINK WITH COUNTERTOP AT 34" MAX. ABOVE FINISH FLOOR.
15 SHOWER WITH FRAMELESS DOOR SYSTEM. 36" SHOWER
DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR
WITH 1/2" PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE # 5. PROVIDE A 2" MAX. THRESHOLD AND HAVE A BEVELED OR
SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS
HORIZONTAL.

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCONY

UNIT PLAN CEILING KEYNOTES
City Council 22 – 102 12/6/2022
8' - 4" 14' - 6"
3 0' - 3"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
22' - 10"
BATH-2
W/D

CLOSET CLOSET
BED
22' - 9"
22' - 9"
2 5' - 7"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
CLOSET
CLOSET
BATH-2
W/D
BED
P
E
R
O
V
E
RA
L
L
P
L
A
N
S
17' - 3" 5' - 6"
22' - 10"
CLOSET

KITCHEN
DINING

OFFICE/LIVING
BATH-1
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM- SEE
NOTE 11

TELEVISION / CABLE OUTLET TELEPHONE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

UNIT PLANS
1/4" = 1'-0" 2 A5.24
PLAN-UNIT LW-UPPER-01
1/4" = 1'-0" 3
PLAN-UNIT LW-UPPER-02
LW-UPPER-01
LW-UPPER-02

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
1/4" = 1'-0" 1
PLAN-UNIT LW-01
Date Issues / Revisions:

GENERAL NOTES

FLOOR PLAN KEY NOTES X
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT-UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT
CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "S", NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE.

11. LOCATE THE SMOKE ALARM A MIN. 20 FEET FROM
PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC
907.2.10.8(NFPA 72 29.8.3.4) EXCEPTION 1- ALLOW IONIZATION SMOKE ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2- ALLOWS
PHOTOELECTRIC SMOKE GREATER THAN 6 FEET FROM PERMANENTLY

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

PERMANENT WIRING(HARD WIRED)
5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY
OWNER. PROVIDE LOUVERED DOOR.
6 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL
7 DISH WASHER UNDER COUNTERTOP
8 30" ELEC. IGNITION GAS RANGE
9 REFRIGERATOR
10 SINK & FAUCET, SEE PLUMBING DWG'S.
11 TOILET - SEE ACCESSIBILITY NOTE # 5.
12 30" DOUBLE SINK WITH CASEWORK
13 BATH TUB. SEE ACCESSIBILITY NOTE # 5.
14 VANITY SINK WITH COUNTERTOP AT 34" MAX. ABOVE FINISH FLOOR.
15 SHOWER WITH FRAMELESS DOOR SYSTEM. 36" SHOWER
DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR
WITH 1/2" PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE # 5. PROVIDE A 2" MAX. THRESHOLD AND HAVE A BEVELED OR
SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS
HORIZONTAL.

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCONY

UNIT PLAN CEILING KEYNOTES
City Council 22 – 103 12/6/2022
24' - 0"
8' - 2" 5' - 10" 10' - 0"
24' - 0"
4' - 7"
P
E
R
O
V
E
RA
L
L
P
L
A
N
S

BEDROOM
CLOSET
W/D

BATHROOM

KITCHEN
DINING
LIVING
24' - 6"
19' - 6" 5' - 10"
7' - 10" 2
0' - 0"
CLOSET

MEZZANINE

BALCONY
W.H. HVAC
#
#

ELECTRICAL PANEL

COMMUNICATION CONTROL BOX

CARBON MONOXIDE

DETECTOR/ALARM

DOOR BELL

INCANDESCENT LIGHTING

CEILING MOUNTED

EXHAUST FAN W/ HUMIDITY
SENSOR W/MIN. 50 CFM

WALL MOUNTED LIGHT

THERMOSTAT
4" CEILING RECESSED

INCANDESCENT LIGHTING

INCANDESCENT LIGHTING

CEILING RECESSED

MOISTURE PROTECTED

KITCHEN/BATHROOM TYPE
DETAIL # / SHEET # GR GRID LINE
WATR HEATER WITH 30"
HT. BUILD OUT BOX

HVAC FAN UNIT
DOOR # SEE SHEET A7.1 WINDOW TYPE, SEE

WINDOW SCHEDULE

SMOKE DETECTOR/ALARM- SEE
NOTE 11

TELEVISION / CABLE OUTLET TELEPHONE OUTLET
C.C.

E.P.

SD
CM
T
TV
MP
X-0 X-0

CONCRETE WALL

CMU WALL
3 HR. RATED WALL/PARTY WALL
2 HR. RATED SHAFT WALL
1 HR. RATED PARTY WALL
1 HR. RATED CORRIDOR WALL

INTERIOR WALL W/ WOOD STUD W/ ONE
LAYER GYP. BD. ON EACH SIDE

SYMBOL DESCRIPTION DETAIL
14/A7.31
3 /A7.31
10 /A7.31
7 /A7.31

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

UNIT PLANS
A5.25
1/4" = 1'-0" 1
PLAN-UNIT 1L-01 LOWER
1/4" = 1'-0" 2
PLAN-UNIT 1L-01 UPPER

REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION REFER TO OVERALL PLANS FOR

EXTERIOR WALL CONFIGURATION
Date Issues / Revisions:

GENERAL NOTES

FLOOR PLAN KEY NOTES X
LEGEND

1. SEE SHEET A3.0 : UNIT KITCHEN PLANS AND UNIT BATHROOM PLANS FOR ALL DETAIL DIMENSIONS AND CLEARANCES.

2. LIGHTS TO BE CENTERED IN CEILING AREA WITHIN ROOM
UNLESS NOTED OTHERWISE.

3. ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT

SHALL BE KEPT AS TIGHT AS POSSIBLE TO FLOOR STRUCTURE

4. FOR FIRE BARRIER LOCATIONS PLEASE REFER TO THE
COMPOSITE FLOOR PLANS.

5. EVERY DWELLING MUST BE PROVDIED WITH SMOKE ALARM
DEVICES PER SECTION (907.2.1.0) - SEE PLANS FOR LOCATION AND ELECTRICAL FOR WIRING.

6. OPERABLE PORTION OF ANY WINDOW MUST BE 3' MIN AWAY
FROM ANY EXHAUST VENT OR DUCT. EXHAUST DUCTS SHALL
TERMINATE A MIN. OF 3' FROM OPENINGS INTO THE BUILDING.

7. ALL FIRE RATED PARTITION WALLS SHALL BE UNINTERRUPTED.

INTERIOR WALLS SHOULD BE OVER RATED DRYWALL.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY WINDOW/ DOOR R.O. FOR TYPES AND LOCATIONS PRIOR TO INSTALLATION.

9. WINDOWS IN SLEEPING ROOMS MUST MEET LABC EGRESS
REQUIREMENTS OF 5.7 SF OF OPENING WITH 20" CLEAR OPENING IN WIDTH, 24" IN HEIGHT AND MAX. OF 44" SILL HEIGHT. IT IS THE

RESPONSIBILITY OF THE WINDOW SUPPLIER TO ENSURE THAT
WINDOWS COMPLY WITH THIS REQUIREMENT.

10. APARTMENT-UNIT ENTRY DOOR ASSEMBLIES AT CORRIDORS

SHALL BE EQUIPPED WITH GASKETS FOR SMOKE AND DRAFT
CONTROL. DOOR AND FRAME OF SUCH ASSEMBLIES SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOW BY THE LETTER "S", NAME OF THE MANUF. AND THE I.D. OF THE LISTING SERVICE, ALONG WITH A PEEP HOLE.

11. LOCATE THE SMOKE ALARM A MIN. 20 FEET FROM
PERMANENTLY INSTALLED COOKING APPLIANCE. 2019 CFC
907.2.10.8(NFPA 72 29.8.3.4) EXCEPTION 1- ALLOW IONIZATION SMOKE ALARMS 10 FEET OR GREATER AWAY. EXCEPTION2- ALLOWS
PHOTOELECTRIC SMOKE GREATER THAN 6 FEET FROM PERMANENTLY

INSTALLED COOKING APPLIANCE WHERE THE KITCHEN OR COOKING

AREA AND ADJACENT SPACES HAVE NO CLEAR INTERIOR PARTITIONS AND THE 10-FOOT DISTANCES WOULD PROHIBIT THE PLACEMENT OF A SMOKE DETECTOR REQUIRED BY OTHER SECTIONS OF THE CODE.

SYMBOL DESCRIPTION
1 42" HT. BALCONY RAILING
2 BALCONY DECK WITH WATERPROOFING
3 MECHANICAL SHAFT
4 DOOR BUZZER MOUNTED 48" A.F.F. MAX. AND CONNECTED TO

PERMANENT WIRING(HARD WIRED)
5 STACKABLE FRONT LOADING WASHER AND DRYER, SELECT BY
OWNER. PROVIDE LOUVERED DOOR.
6 1-HR RATED PROTECTION AT INTERIOR POST/SHEAR PANEL
7 DISH WASHER UNDER COUNTERTOP
8 30" ELEC. IGNITION GAS RANGE
9 REFRIGERATOR
10 SINK & FAUCET, SEE PLUMBING DWG'S.
11 TOILET - SEE ACCESSIBILITY NOTE # 5.
12 30" DOUBLE SINK WITH CASEWORK
13 BATH TUB. SEE ACCESSIBILITY NOTE # 5.
14 VANITY SINK WITH COUNTERTOP AT 34" MAX. ABOVE FINISH FLOOR.
15 SHOWER WITH FRAMELESS DOOR SYSTEM. 36" SHOWER
DOOR OPENING WITH TEMPERED GLASS. SHOWER FLOOR
WITH 1/2" PER FT. SLOPE TO DRAIN. SEE ACCESSIBILITY NOTE # 5. PROVIDE A 2" MAX. THRESHOLD AND HAVE A BEVELED OR
SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS
HORIZONTAL.

SYMBOL DESCRIPTION
31 F.A.U. IN CEILING SPACE
32 DROP CEILING
33 WINDOW EXTERIOR SHADING DEVICE, WHERE OCCURS, SEE
ELEVATIONS.
34 WEEP SCREED/VENT SCREED AT EXTERIOR SOFFIT/BALCONY

UNIT PLAN CEILING KEYNOTES
City Council 22 – 104 12/6/2022
14 15
M

14.4 1
A5.40
191 SF
STAIR 1
B002
77 SF
ELEV LOBBY 1
B003
2 A5.40
14 15
M

14.4 1
A5.40
191 SF
STAIR 1
2060
164 SF
ELEV LOBBY 1
2061
2 A5.40
14 14.4 15
1 A5.40
154 SF
ELEV LOBBY 1
3057
207 SF
STAIR 1
3056
2 A5.40
14 15
M

14.4 1
A5.40
207 SF
STAIR 1
4056
155 SF
ELEV LOBBY 1
4057
2 A5.40
14 15
M

14.4 1
A5.40
2 A5.40

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

CORE STAIR
AND

ELEVATOR
PLANS
1/4" = 1'-0" 1 A5.31
LEVEL B - CORE 1
1/4" = 1'-0" 3
LEVEL 2 - CORE 1
1/4" = 1'-0" 4
LEVEL 3 - CORE 1
1/4" = 1'-0" 5
LEVEL 4 - 7 CORE 1
1/4" = 1'-0" 2
LEVEL 1 - CORE 1
Date Issues / Revisions:

City Council 22 – 105 12/6/2022
UP
5 M
N
349 SF
STAIR 2
2070
4 A5.40
5 A5.40
M
N
178 SF
STAIR 2
3070
713 SF
UNIT 1B-02
3016
4 A5.40
5 A5.40
5 L
2 A5.41
136 SF
ELEV LOBBY 2
3073
5 J
K
L
2 A5.41
124 SF
ELEV LOBBY 2
B011
5 J
K
L
2 A5.41
5 M
N
4 A5.40
5 A5.40
5 J
K
L
2 A5.41
5 1
A5.41
5 M
N
347 SF
STAIR 2
B006
4 A5.40
5 A5.40

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

STAIR PLAN
A5.32
1/4" = 1'-0" 3
LEVEL 2 - STAIR 2
1/4" = 1'-0" 4
LEVEL 3 - STAIR 2
1/4" = 1'-0" 5
LEVEL 3-7 - ELEVATOR 2
1/4" = 1'-0" 6
LEVEL B - ELEVATOR 2
1/4" = 1'-0" 8
LEVEL 2 - ELEVATOR 2
1/4" = 1'-0" 2
LEVEL 1 - STAIR 2
1/4" = 1'-0" 7
LEVEL 1 - ELEVATOR 2
1/4" = 1'-0" 9
LEVEL 3-7 - STAIR 2.1
1/4" = 1'-0" 1
LEVEL B - STAIR 2
Date Issues / Revisions:

City Council 22 – 106 12/6/2022
2 B
3 A5.41
198 SF
STAIR-3
B022
2 B
30' - 11 1/2"
10' - 4 3/8"
31' - 0"
10' - 4 3/8"
282 SF
STAIR 3
2079
26' - 9" 3' - 4"
3 A5.41
2 B
3 A5.41
301 SF
STAIR 3
3077
4 A5.41
2 B
3 A5.41
301 SF
STAIR 3
4070
4 A5.41
2 B
3 A5.41

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

STAIR PLAN
A5.33
1/4" = 1'-0" 1
LEVEL B - STAIR 3
1/4" = 1'-0" 3
LEVEL 2_ STAIR 3
1/4" = 1'-0" 4
LEVEL 3 - STAIR 3
1/4" = 1'-0" 5
LEVEL 4 -7 STAIR 3
1/4" = 1'-0" 2
LEVEL 1 - STAIR 3
Date Issues / Revisions:

City Council 22 – 107 12/6/2022
13 14
B
3 A5.42
220 SF
STAIR 4
B019
13 14
B
C
3 A5.42
387 SF
STAIR 4
2080
C

14.4 191 SF
STAIR 4
3090
2 A5.42
C

14.4 2
A5.42
13 14
B
3 A5.42
11 12
E
F
1 A5.42
11 12
E
1 A5.42
11 12
1 A5.42
12 1
A5.42

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

ENLARGED

STAIR PLAN
A5.34 1/4" = 1'-0" 1
LEVEL B - STAIR 4
1/4" = 1'-0" 3
LEVEL 2 - STAIR 4
1/4" = 1'-0" 4
LEVEL 3 -STAIR 4
1/4" = 1'-0" 5
LEVEL 4-7 STAIR 4
1/4" = 1'-0" 2
LEVEL 1 - STAIR 4
1/4" = 1'-0" 6
LEVEL B - ELEVATOR 4
1/4" = 1'-0" 7
LEVEL 1 - ELEVATOR 4
1/4" = 1'-0" 8
LEVEL 2 - ELEVATOR 4
1/4" = 1'-0" 9
LEVEL 3 - ELEVATOR 4
Date Issues / Revisions:

City Council 22 – 108 12/6/2022

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
15 14.4
STAIR 1
7054
STAIR 1
B002

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
1 A5.40
ELEV LOBBY 1
3057
ELEV LOBBY 1
6057
ELEV LOBBY 1
5057
ELEV LOBBY 1
4057
ELEV LOBBY 1
2061
ELEV LOBBY 1
1061
ELEV LOBBY 1
B003

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
N M
5 A5.40

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
5 4
A5.40

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt STAIR

SECTIONS
1/4" = 1'-0" 1 A5.40
STAIR 1 SECTION A
1/4" = 1'-0" 2
ELEVATOR 1 SECTION
1/4" = 1'-0" 4
STAIR 2 SECTION A
1/4" = 1'-0" 5
STAIR 2 SECTION B
Date Issues / Revisions:

City Council 22 – 109 12/6/2022
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
5 STAIR 2.1
3071
STOR
3091
STAIR 2.1
4063
STAIR 2.1
7061
STOR
7080
STAIR 2.1
6063
STOR
6083
STAIR 2.1
5063
STOR
5081
STOR
4086

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
5 RESIDENTIAL

PARKING
B001

RESIDENTIAL

PARKING
1096

RESIDENTIAL

PARKING
2065
ELEV LOBBY 2
3073
ELEV LOBBY 2
4065
ELEV LOBBY 2
5065
ELEV LOBBY 2
6065
ELEV LOBBY 2
7063

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
2 STAIR 3
1079
STAIR 3
2079
STAIR-3
B022
STAIR 3
3077
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
2 STAIR 3
3077
STAIR 3
4070
STAIR 3
7069
STAIR 3
6069
STAIR 3
5069

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

STAIR AND

ELEVATOR

SECTION
1/4" = 1'-0" 1 A5.41
STAIR 2.1 SECTION
1/4" = 1'-0" 2
CORE 2.1 SECTION A
1/4" = 1'-0" 3
STAIR 3 SECTION A
1/4" = 1'-0" 4
STAIR 3 SECTION B
Date Issues / Revisions:

City Council 22 – 110 12/6/2022

LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
14 13
387 SF
STAIR 4
2080
220 SF
STAIR 4
1084
220 SF
STAIR 4
B019 LEVEL B
128' - 9"
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"

UPPER ROOF
220' - 2 1/2"
MAX. BLDG
223' - 9"
12 3
A4.01
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
LEVEL 4
170' - 9"
LEVEL 5
180' - 7 3/4"
LEVEL 6
190' - 6 1/2"
LEVEL 7
200' - 5 1/4"

MAZZ/LOWER
ROOF
210' - 3 1/4"
C

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

STAIR AND

ELEVATOR

SECTION
A5.42
1/4" = 1'-0" 3
STAIR 4 SECTION A
1/4" = 1'-0" 1
ELEVATOR 4
1/4" = 1'-0" 2
STAIR 4 SECTION B
Date Issues / Revisions:

City Council 22 – 111 12/6/2022
7 8
N
1 A5.43
11' - 0" 5' - 0" 12' - 0" 5' - 0" 12' - 0"
6' - 3" 1' - 0" 10' - 6 1/4" 28' - 6" 5' - 11 3/4"
2' - 0"
1' - 4 39/128"
0' - 1 1/2" 3' - 4" 0' - 1 1/2"
993 SF

CORRIDOR
3069
730 SF
UNIT 1B-01
3012
693 SF
UNIT 1B-02
3010
LEVEL 1
138' - 9"
LEVEL 2
149' - 5"
LEVEL 3
160' - 9"
7 8
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

C
B
A
E
Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT:

C
B
A
D
5 4 3 2 1
5 4 3 2 1
PROJECT ADDRESS:

THE MADISON
6 D
6 Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

BUILDING

STAIR PLANS
A5.43
Date Issues / Revisions:
1/4" = 1'-0" 2
LEVEL 3 - STAIR 6
1/4" = 1'-0" 1
City Council 22 – 112
STAIR 6 SECTION
12/6/2022

TYPE D - FIRE WALL
A.F.F

TYPE D - UNIT DECK
A.F.F

TYPE G - INTERIOR STAIRS
A.F.F

TYPE G - TRASH ROOM
A.F.F

TYPE G - TRASH VESTIBULE
A.F.F

TYPE G - EXTERIOR RETAIL
A.F.F

TYPE G - BOOSTER PUMP ROOM
A.F.F

TYPE G - GARAGE
A.F.F

TYPE G - POOL DECK
A.F.F

TYPE U - ENTRY
A.F.F

TYPE U - UNIT DECK
A.F.F
6' - 0"
8' - 0"
7' - 0"
8' - 0"
3' - 0"
7' - 0"
3' - 6"
7' - 0"
6' - 0"
7' - 0"
8' - 0"
7' - 0"
3' - 0"
7' - 0"
3' - 6"
7' - 0"
3' - 0"
6' - 8"
6' - 0"
7' - 0"
6' - 0"
7' - 8"
8' - 6"
24' - 5"
3' - 0"
8' - 0"
3' - 0"
7' - 0"
3' - 0"
8' - 0"

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt DOOR

SCHEDULE
A6.20

DOOR SCHEDULE - COMMON DOORS

NUMBER LOCATION DIMENSION DOOR FRAME FIRE RATING STC RATING HARDWARE GROUP

DETAIL REMARKS

WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HEAD JAMB JAMB THRESHOLD 0' - 0" 0' - 0"
D-001 FIRE WALL 6' - 0" 8' - 0"
D-004 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1,16 D-005 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1,16 D-006 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1,16 D-007 EXTERIOR EQUIP 3' - 0" 6' - 8" A HM P-SG HM P-SG NR 6/A-76.41 6/A-76.41 4/A-76.42 1,4,5,16 D-008 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1,16 D-009 TRASH VESTIBULE 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1 D-010 BOOSTER PUMP ROOM 6' - 0" 7' - 0" C HM P-SG HM P-SG NR 6/A-76.41 6/A-76.41 4/A-76.42 4,5,27 D-011 BOOSTER PUMP ROOM 6' - 0" 7' - 8" C HM P-SG HM P-SG NR 6/A-76.41 6/A-76.41 4/A-76.42 4,5,27 D-012 POOL DECK 3' - 0" 8' - 0" Q GL P-SG VN P-SG NR 35 11/A-76.42 10/A-76.42 5 G-001 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1,16 G-002 INTERIOR STAIRS 3' - 6" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1,16 G-003 TRASH ROOM 6' - 0" 7' - 0" C HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 1 G-004 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1,16 G-005 TRASH VESTIBULE 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1 G-006 TRASH VESTIBULE 3' - 6" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1 G-007 TRASH ROOM 8' - 0" 7' - 0" C HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 1 G-008 INTERIOR STAIRS 3' - 0" 7' - 0" A HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 - 1,16 G-009 TRASH ROOM 8' - 0" 7' - 0" C HM P-SG HM P-SG 90 MIN 6/A-76.41 6/A-76.41 1 G-010 GARAGE 24' - 5" 8' - 6"

DOOR SCHEDULE - UNITS

NUMBER LOCATION DIMENSION DOOR FRAME FIRE RATING STC RATING HARDWARE GROUP

DETAIL REMARKS

WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HEAD JAMB JAMB THRESHOLD U-1 ENTRY 3' - 0" 7' - 0" A HM P-SG HM P-SG 20 MIN 26 2/A-76.42 3/A-76.42 1/A-76.42 1,12, 25 U-7 UNIT DECK 7' - 0" 8' - 0" D GL P-SG VN P-SG NR 5
U-10 UNIT DECK 3' - 0" 8' - 0" Q GL P-SG VN P-SG NR 35 11/A-76.42 10/A-76.42 5 1/4" = 1'-0"

DOOR LEGEND

GENERAL NOTE
A. EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

B. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE.

C. ALL REMOVED (DEMOLISHED) DOORS TO BE RE-USED OR RELOCATED WHEN POSSIBLE. SEE PLAN FOR RELOCATION NOTES. STORE ALL DOORS WITH FRAMES, TRIM AND HARDWARE UNTIL COMPLETION OF THE WORK..

D. A EXIT DOOR(S) SHALL BE A MIN. OF 3'-0" X 7'-0" WITH A MINIMUM SWING OF NINETY (90) DEGRESS.

WIDTH & HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH C.B.C. 1003.3.1 AND 1005.1.

E. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING DOOR FRAME UNITS, SCHEDULED FOR NEW DOORS, LOUVRES, PANELS ETC.

F. ALL NEW DOOR FRAMES TO BE BY 'TIMELY', FINISH AND COLOR TO MATCH EXISTING WITH SQUARE- EDGED TRIM (NOT TAPERED).

G. PAINT ALL FRAMES, UNLESS OTHERWISE NOTED.

H. IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (75MM) FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR.

J. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS (38N) FOR EXTERIOR AND

INTERIOR DOORS, SUCH PULL OR 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 MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.72N), PER SECTION 1133B.2.5
K. IN ACCESSIBLE UNIT, SWINGING DOOR OR GATE SURFACES WITHIN 10 INCHES (254 MM) OF THE

FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE.

L. BRAILLE SYMBOLS: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 MM) ON CENTERS IN EACH CELL WITH 2/10 INCH (5.08 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40 INCH (0.635 MM) ABOVE THE BACKGROUND. ALL SIGNS AND IDENTIFICATION SHALL COMPLY WITH TITLE 24, SECTION 1117B.5-1117B.5.10
M. PROVIDE ROOM SIGNS FOR ALL ROOMS. SEE INTERIOR SIGN PROGRAM BY OTHERS.

N. NOT USED.

O. UNDERCUT DOORS ONLY AS REQUIRED PER MECHANICAL PLANS, OR AS OTHERWISE NOTED.

ACCESSIBILITY NOTES

DOOR SCHEDULE - STOREFRONT DOOR

NUMBER LOCATION

DIMENSION DOOR FRAME

FIRE RATING STC RATING

HARDWARE
GROUP
DETAIL
Width Height TYPE MATERIAL FINISH MATERIAL FINISH HEAD JAMB JAMB 2 THRESHOLD REMARKS S-1 3' - 0" 8' - 0"
Date Issues / Revisions:

City Council 22 – 113 12/6/2022

TYPE A - SLIDING

TYPE D - DBL FIXED

TYPE E - DBL FIXED

TYPE F - TRIPLE FIXED

TYPE G - SLIDING W/

FIXED BOTTOM

TYPE H - SINGLE FIXED
2' - 6" 2' - 6" 3' - 0" 3' - 0"
8' - 3"
6' - 6"
3' - 6"
6' - 6"6' - 6"
4' - 6"
8' - 0"8' - 0"
6' - 6"
8' - 0"
7' - 9"
8' - 0"8' - 0"
A.F.F
6' - 0"
4' - 6"
A.F.F
8' - 0"
4' - 6"
4' - 6"
8' - 0"
5' - 0"
4' - 6"
8' - 0"
3' - 6"
A.F.F
A.F.F
5' - 0"
6' - 6"
8' - 0"
6' - 0"
6' - 6"
8' - 0"
8' - 0"
7' - 9"
A.F.F
A.F.F
4' - 0"
6' - 6"
8' - 0"
4' - 6"
6' - 6"
8' - 0"
5' - 0"
6' - 6"
8' - 0"
5' - 6"
6' - 6"
8' - 0"
6' - 0"
6' - 6"
8' - 0"
4' - 5"
1' - 0"
7' - 8"
4' - 6"
1' - 6"
8' - 0"
4' - 0"
2' - 0"
8' - 0"
6' - 0"
2' - 0"
8' - 0"
7' - 6"
2' - 0"
8' - 0"
A.F.F
A.F.F
2' - 0"
4' - 6"
8' - 0"
2' - 6"
4' - 6"
8' - 0"
3' - 0"
4' - 6"
8' - 0"
3' - 6"
4' - 6"
8' - 0"
4' - 6"
4' - 6"
8' - 0"
1' - 6"
6' - 6"
8' - 0"
3' - 6"3' - 6"3' - 6"
3' - 9"
3' - 6"3' - 6"
3' - 7"3' - 7"
3' - 6"
3' - 6"3' - 6"3' - 6"3' - 6"
3' - 6"

SLIDING PANEL
FIXED GLASS. U.N.O.

LEGEND
T

W-X WINDOW TAG

TEMPERED GLASS
1 1.1
5' - 0"
4' - 6"
8' - 0"

1.2 2
3 3.1 3.2 3.3 3.4 3.5
4 4.1
5 5.1 5.2 5.4

5.6 7' - 0"
6' - 6"
8' - 0"
3' - 6"

5.8 5' - 4"
7' - 9"
3' - 6"
6' - 0"
7' - 9"
8' - 0"

5.7 5.9

5.3 5.5
5' - 6"
7' - 9"
8' - 0"
3' - 6"
3' - 6"
6 6.1 6.2 6.3 6.4

6.5 6.6 6.7 6.8 6.9 6.10

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt WINDOW

SCHEDULE
A6.30
1/4" = 1'-0"

WINDOW TYPE

WINDOW SCHEDULE
WINDOW

NUMBER WINDOW DESCRIPTION

DIMENTIONS

COMMENTS

WINDOW FRAME SPECS DETAILS

WIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH REMARKS
STC
RATING

HARDWAR

E GROUP HEAD JAMB SILL
1 TYPE A - SLIDING 4' - 6" 4' - 6" SLIDER GL

1.1 TYPE A - SLIDING 5' - 0" 4' - 6" SLIDER GL

1.2 TYPE A - SLIDING 6' - 0" 4' - 6" SLIDER GL
2 TYPE D - DBL FIXED 5' - 0" 8' - 0" CASEMENT GL
3 TYPE E - DBL FIXED 2' - 6" 6' - 6" CASEMENT GL <varies> <varies> <varies> <varies>

3.1 TYPE E - DBL FIXED 2' - 6" 7' - 9" CASEMENT GL

3.2 TYPE E - DBL FIXED 3' - 0" 6' - 6" CASEMENT GL

3.3 TYPE E - DBL FIXED 3' - 0" 8' - 3" CASEMENT GL

3.4 TYPE E - DBL FIXED 3' - 6" 6' - 6" CASEMENT GL

3.5 TYPE E - DBL FIXED 4' - 6" 6' - 6" CASEMENT GL
4 TYPE F - TRIPLE FIXED 5' - 0" 6' - 6" FIXED GL

4.1 TYPE F - TRIPLE FIXED 6' - 0" 6' - 6" FIXED GL
5 TYPE G - SLIDING W/

FIXED BOTTOM
4' - 0" 6' - 6" CASEMENT GL

5.1 TYPE G - SLIDING W/

FIXED BOTTOM
4' - 6" 6' - 6" CASEMENT GL

5.2 TYPE G - SLIDING W/

FIXED BOTTOM
5' - 0" 6' - 6" CASEMENT GL

5.3 TYPE G - SLIDING W/

FIXED BOTTOM
5' - 4" 7' - 9" CASEMENT GL

5.4 TYPE G - SLIDING W/

FIXED BOTTOM
5' - 6" 6' - 6" CASEMENT GL

5.5 TYPE G - SLIDING W/

FIXED BOTTOM
5' - 6" 7' - 9" CASEMENT GL

5.6 TYPE G - SLIDING W/

FIXED BOTTOM
6' - 0" 6' - 6" CASEMENT GL <varies> <varies> <varies> <varies>

5.7 TYPE G - SLIDING W/

FIXED BOTTOM
6' - 0" 7' - 9" CASEMENT GL

5.9 TYPE G - SLIDING W/

FIXED BOTTOM
8' - 0" 7' - 9" CASEMENT GL
6 TYPE H - SINGLE FIXED 4' - 5" 1' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.1 TYPE H - SINGLE FIXED 1' - 6" 6' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.2 TYPE H - SINGLE FIXED 2' - 0" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.3 TYPE H - SINGLE FIXED 2' - 6" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.4 TYPE H - SINGLE FIXED 3' - 0" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.5 TYPE H - SINGLE FIXED 3' - 6" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.6 TYPE H - SINGLE FIXED 4' - 0" 2' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.7 TYPE H - SINGLE FIXED 4' - 6" 1' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.8 TYPE H - SINGLE FIXED 4' - 6" 4' - 6" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.9 TYPE H - SINGLE FIXED 6' - 0" 2' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6

6.10 TYPE H - SINGLE FIXED 7' - 6" 2' - 0" FIXED GL 6/A-76.6 7/A-76.6 5/A-76.6 Grand total: 721
A. PROVIDE TEMPERED GLAZING PER CBC 2406.4:

1. WITHIN 24" OF A DOORWAY AND LESS THAN 60" ABOVE A WALKWAY SHALL BE SAFETY GLAZING.

2. WITHIN 60" VERTICALLY AND 36" HORIZONTALLY OF STAIRWAYS AND LANDINGS.

3. ALL GLAZING LESS THAN 60" ABOVE A SHOWER OR TUB FLOOR AND WITHIN 60" HORIZONTALLY FROM FIXTURE'S WATER EDGE.

B. MAXIMUM REACH FOR WINDOW LOCKS ALLOWED FOR A PARALLEL APPROACH IS 54".

C. CONTRACTOR SHALL VERIFY DIMENSIONS OF EXISTING WINDOW FRAME UNITS, SCHEDULED FOR NEW WINDOWS, LOUVRES, PANELS ETC.

GENERAL NOTE
Date Issues / Revisions:

City Council 22 – 114 12/6/2022
9'-2 1/2" 7'-10" 2'-6" 14'-7 1/2" 6'-2" 5'-9"
3'-6" 10'-0"

GLASS PANEL
8'-1"
1'-6"
15'-0"
46'-1"
EQ EQ
14'-0" 14'-0" 2'-6" 15'-2" 12'-2 3/4"
3'-6" 10'-0"

GLASS PANEL
15'-0"
57'-10 3/4"
3' - 6" 10' - 0"
8' - 1" 1' - 11" 3' - 6" 1' - 6"
4' - 7" 6' - 3"
10' - 10"
15' - 0"
1' - 6"
15' - 0"
3' - 1" 3' - 2"
1' - 11" 3' - 5" 1' - 7"
6' - 3" 2' - 6" 14' - 1"
22' - 10"
10'-5" 9'-1"
5'-11" 3'-0"
2' - 4 1/4"
24' - 4 1/4"
1'-6" 3'-6" 2'-0"
2'-6"
18'-10" 3'-3"
1'-6" 3'-6"
1'-11" 3'-6" 1'-6"
22'-1"
3'-3" 2'-0 1/2" 3'-3" 18'-10"
27'-4 1/2"
1'-6" 3'-6" 1'-11"
18'-10" 3'-3"
1'-6" 3'-6"
1'-11" 3'-6" 1'-6"
22'-1"
1'-6" 3'-6" 1'-11"
5'-11" 5'-10" 3'-2" 9'-11" 3'-0"
27'-10"
EQ EQ
26'-3 1/4"
5'-0 1/2" 6' - 2" 5'-0 1/4" 5'-0 1/4" 5'-0 1/4"
3'-6" 1'-6"
EQ EQ

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

STOREFRONT

SCHEDULES
A6.41
1/4" = 1'-0" 1
S-1
1/4" = 1'-0" 2
S-2
1/4" = 1'-0" 3
S-3
1/4" = 1'-0" 4
S-4
1/4" = 1'-0" 5
S-5
1/4" = 1'-0" 6
S-6
1/4" = 1'-0" 7
S-7
1/4" = 1'-0" 8
S-8
1/4" = 1'-0" 9
1/4" = 1'-0" 10 S-9 S-10
Date Issues / Revisions:

City Council 22 – 115 12/6/2022
10'-4 3/4" 10'-4 3/4" 10'-4 3/4" 2'-6" 10'-3" 10'-3" 2'-6" 14'-11 1/2" 1'-6" 3'-6" 10'-0"
71'-8"
15'-0"
3'-5 1/2" 3'-4 1/2" 6'-2" 3'-4 3/4" 3'-5 1/2"
EQ EQ
8'-2"
19'-10 1/4"
8' - 0"
16' - 0 217/256"
4'-0 1/4" 4'-0 1/4" 4'-0 1/4" 4'-0 1/4"
5'-1" 4'-7" 9'-8"
13'-6"
28'-0"

EQ EQ EQ EQ EQ EQ
4'-6" 6'-6"
11'-0"
14'-8"
4' - 9" 0' - 6"
14' - 6"
3' - 3" 6' - 3"
1' - 7" 7' - 8"
EQ EQ
9' - 6"
4'-3" 4'-3" 4'-3"
12'-9 1/4"
4'-8" 6'-6"
15'-0"
3'-10"
3'-0"
8'-2"

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

STOREFRONT

SCHEDULES
A6.42
1/4" = 1'-0" 1
S-11
1/4" = 1'-0" 2
S-12
1/4" = 1'-0" 4
S-13
1/4" = 1'-0" 3
S-14
1/4" = 1'-0" 5
S-16
1/4" = 1'-0" 6
S-17
1/4" = 1'-0" 8
S-18
1/4" = 1'-0" 7
S-19
A.F.F
A.F.F
Date Issues / Revisions:

City Council 22 – 116 12/6/2022

1. ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPES, CONDUITS, CONTROLS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS

SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND THE OPENING.

2. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH. IF

STRUCTURAL PANELS ARE REQUIRED ON A WALL PLANE, THE ENTIRE WALL PLANE SHALL BE FURRED OR FINISHED FLUSH.

3. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND

SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS,

TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISC.. EQUIPMENT

4. AT A MIN. FIRE AND DRAFT STOPS SHALL BE PROVIDED THROUGHOUT AS REQUIRED PER CURRENT BUILDING CODES. SEE NOTES THIS SHEET.

5. AT A MIN. FIRE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED ASSEMBLIES IN COMPLIANCE WITH CURRENT BUILDING CODES. SEE NOTES THIS SHEET.

6. PLASTIC PIPE PENETRATION IN ACOUSTICAL PARTY FLOOR-CEILING OR WALL ASSEMBLIES ARE PROHIBITED (UNLESS ALLOWED BY LISTED ASSEMBLY.) PLASTIC PIPES AND PLASTIC BOXES (EXCEPT UL FIRE RATED BOXES) SHALL NOT PENETRATE FIRE RATED WALLS, FLOORS, CEILINGS.

NEC 300.21, CBC 714.

7. FURNISH AND INSTALL ACCESS DOORS, FIRE DAMPERS, ETC. IN CEILING AND WALL

CONSTRUCTION LOCATED AS REQUIRED BY INSTALLATION OF MECHANICAL, PLUMBING, AND ELECTRICAL WORK AND AS APPROVED BY THE ARCHITECT. PROVIDE REQUIRED FIRE RATED ASSEMBLIES IN FIRE RATED WALLS AND CEILINGS.

8. CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROTECTED AT ALL LOCATIONS W/

UNDERLAYMENT, BITUMINOUS PAINT, NEOPRENE WASHERS OR ANOTHER NON-CONDUCTING MATERIAL.

9. PROVIDE INSULATION PER SCHEDULE AND CONFORMING TO ASTM C 665-98 TYPE III- BLANKETS W/ A REFLECTIVE VAPOR-RETARDED ON PRINCIPAL SIDE. FIRE RESISTANCE RATED WHERE EXPOSED IN THE EXTERIOR WALL OR AT THE CEILING PLENUM.

10. ROOFING SYSTEM SHALL BEAR U.L. LISTING AS A CLASS "A" SYSTEM. ALL MANUFACTURED MATERIALS USED SHALL BEAR THE APPROPRIATE U.L. LABEL.

11. CONTRACTOR SHALL PROVIDE ALL CONCRETE HOUSEKEEPING PADS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, AS REQUIRED.

12. ALL CONSTRUCTION SHALL COMPLY WITH ACOUSTICAL REQUIREMENTS NOTED ON THIS

SHEET AND ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS UNIT TO UNIT WALL AND FLOOR/CEILING ASSEMBLIES SHALL MEET A MINIMUM STC AND IIC SOUND RATING OF 50.

REFERENCE INDIVIDUAL WALL AND FLOOR CEILING ASSEMBLIES NOTED IN THESE DRAWINGS.

13. ALL ROOF PIPE PENETRATIONS TO BE ROUND.

1. PARTY WALL AND DIVISION WALL FRAMING REQUIREMENTS:

A. STUDS SHALL NOT OVERRIDE PLATES OF PARTY OR DIVISION WALLS. KNOT HOLES, WARPED

LUMBER, SPLINTERED WOOD, SPLICES, CHIPS AND SAWCUTS SHALL NOT BE PERMITTED AT VERTICAL OR HORIZONTAL PARTY WALL CONNECTIONS.

B. FRAMING AT BUILT-UP CORNERS AND JOISTS TO WALL CONNECTIONS ALONG PARTY WALLS SHALL FIT TIGHTLY WITHOUT AIR GAPS. SPECIAL CARE SHALL BE TAKEN SO THAT DRY WALL NAILER BLOCKING MEETS THIS CONDITION BETWEEN JOISTS.

C. CONCRETE POUR MATERIAL SHALL NOT FLOW ONTO PARTY WALL SOLE PLATES. CONCRETE SHALL NOT BE POURED ONTO OR INTO PARTY WALL SEPARATION CAVITIES BETWEEN PLATES.

D. REFER TO INSULATION SCHEDULE FOR ACOUSTIC INSULATION REQUIREMENTS. ALL WALL INSULATION SHALL BE SNUGLY FITTED AND/OR STAPLED BETWEEN STUDS.

E. GYPSUM WALLBOARD SHALL CONTINUE TO THE ROOF LINE ON ONE SIDE OF THE WALL TO AVOID FLANKING OF SOUND THROUGH THE ATTIC SPACE. GYPSUM WALLBOARD SHALL BE INSTALLED TO MAINTAIN A 1/4" GAP AT ALL PARTY OR DIVISION WALL PERIMETERS AND FILL THE GAP WITH PERMANENTLY NON-HARDENING FIRE RATED ACOUSTICAL SEALANT IN TUBE.

F. WHERE TWO LAYERS OF GYPSUM WALLBOARD ARE REQUIRED ON ONE SIDE OF A COMMON WALL,

THE JOINTS BETWEEN THE SECOND LAYER OF WALLBOARD MUST BE STAGGERED WITH RESPECT TO THE JOINTS OF THE FIRST LAYER. I.E., THE JOINTS MUST NOT OVERLAP.

G. NO MATERIALS SHALL BE ALLOWED IN THE AIR SPACE BETWEEN THE DOUBLE STUD ASSEMBLY AT DEMISING WALLS. NO GUSSETS ACROSS THE STUDS THAT ARE STEEL, WOOD OR ANY OTHER HARD MATERIAL.

H. THE ATTACHMENT OF THE GYPSUM BOARD TO THE STUDS, RESILIENT CHANNEL OR ANY OTHER SURFACE MUST USE THE MINIMUM NUMBER OF SCREWS. SCREWS THAT ARE NOT REQUIRED SHOULD BE REMOVED.

2. FLOOR/CEILING REQUIREMENTS:

A. REFER TO INSULATION SCHEDULE FOR ACOUSTIC INSULATION REQUIREMENTS. ALL FLOOR/CEILING INSULATION SHALL BE SNUGLY FITTED AND/OR STAPLED BETWEEN JOISTS.

B. GYPSUM WALLBOARD AT FLOOR CEILING ASSEMBLIES SHALL BE INSTALLED TO MAINTAIN A 1/4" GAP AT PERIMETERS. FILL GAP WITH PERMANENTLY NON-HARDENING FIRE RATED ACOUSTICAL SEALANT IN TUBE.

C. SEALANT FOR ALL FLOOR/CEILING ASSEMBLIES SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS.

D. RESILIENT CHANNELS(WHERE USED)SHALL NOT BE OVERLAPPED OR BUTTED AGAINST EACH OTHER OR TO A WALL.

E. WALLS SHALL BE INSTALLED BEFORE THE RESILIENT CHANNELS TO ENSURE THAT THE CHANNELS

REMAIN TO THE OUTSIDE OF THE WALL TO ALLOW THE CEILING TO 'FLOAT' OR MOVE VERTICALLY WITHOUT HINDRANCE.

3. SEALANT:

A. THE INTENT OF THESE RECOMMENDATIONS IS TO INSURE THAT AN AIR TIGHT COMMON PARTITION CONSTRUCTION IS MAINTAINED. A 1 SQ. IN. HOLE, CRACK OR GAP IN A 100 SQ. FT. WALL WILL REDUCE THE STC RATING BY 10 POINTS AS COMPARED TO THE SAME WALL WITH AN AIR TIGHT CONSTRUCTION.

THUS, THE IMPORTANCE OF PERFORMING CAULKING AND SEALING COMPLETELY AND PRECISELY CANNOT BE OVEREMPHASIZED.

B. ACOUSTICAL SEALANT SHALL BE NON-SKINNING, NON-HARDENING, PERMANENTLY FLEXIBLE SEALANT SPECIFICALLY DESIGNED FOR SEALING GYPSUM WALLBOARD (ASTM C919). SEALANT SHALL BE CAPABLE OF SPANNING 1/2" WIDE BY 3/8" DEEP GAPS. ACCEPTABLE PRODUCTS INCLUDE; TREMCO OR USG SEALANT (OR APPROVED EQUAL). SEALANT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS.

C. IF MULTIPLE LAYERS OF WALLBOARD ARE APPLIED TO A WALL SURFACE. THE GAP AT THE

PERIMETER MUST BE INSTALLED AT EACH LAYER, BUT SEALANT IS ONLY REQUIRED AT THE OUTER LAYER.

D. AT ALL PENETRATIONS IN COMMON WALLS OR COMMON CEILINGS FOR SUCH ITEMS AS ELECTRICAL BOXES, LIGHT FIXTURES, PLUMBING LINES, ETC.., LEAVE A 3/16" TO 1/4" GAP IN THE WALLBOARD AROUND THE FIXTURE AND THEN FILL THE GAP ACOUSTICAL SEALANT. IN ADDITION, THE BACKS OF

ALL ELECTRICAL BOXES, TELEPHONE BOXES, MEDICINE CABINETS, AND OTHER THIN WALLED ITEMS

INSET INTO A COMMON WALL MUST BE COVERED WITH AN AIRTIGHT GYPSUM WALLBOARD HOUSING OR WITH HEAVY MASTIC MATERIAL SUCH AS LOWRY PADS.

4. RESILIENT CHANNEL ASSEMBLIES:

A. RESILIENT CHANNELS SHALL BE CLARK DIETRICH RCSD, NO SUBSTITUTIONS. USE THE LIGHTEST

GAUGE CHANNELS ALLOWABLE, HOWEVER PRIMARY CONSIDERATION SHALL BE TO BOTH STRUCTURAL AND FIRE RESISTIVE REQUIREMENTS. DO NOT USE "DOUBLE-LEG" RESILIENT CHANNELS.

CONTRACTOR SHALL CLEARLY MARK JOIST LOCATIONS SUCH THAT SCREWING PATTERNS CAN BE SHOWN TO NOT INTERSECT JOIST LOCATIONS.

B. ATTACHING CHANNELS: ORIENT CHANNELS PERPENDICULAR TO FRAMING AND WITH FLANGES FACING IN ONLY ONE DIRECTION. ATTACH CHANNELS AT SPACINGS AND WITH FASTENERS DENOTED IN THE FIRE TEST ASSEMBLY. USE THE PRE-DRILLED MOUNTING HOLES IN THE CHANNELS FOR ATTACHMENT TO THE STUDS OR JOISTS. LOCATE CHANNELS A MAXIMUM OF 3" AND HOLD BACK ENDS 1/2" FROM INTERSECTING SURFACES. PROVIDE SUFFICIENT FRAMING SO CHANNELS ARE NOT CANTILEVERED GREATER THAN 6". CHANNELS MUST NOT CROSS EACH OTHER UNDER ANY CIRCUMSTANCE. CHANNELS MAY ONLY BE OVERLAPPED AT SPLICES. SPLICE CHANNELS ONLY AT FRAMING WITH A MAXIMUM OVERLAP OF 1.5" AND SCREW ATTACH THROUGH BOTH FLANGES.

C. ATTACHING GYPSUM WALLBOARD: APPLY GYPSUM WALLBOARD AT A MAXIMUM PRACTICAL LENGTH WITH THE LONG EDGE PARALLEL WITH AND CENTERED ON CHANNELS. FASTEN GYPSUM WALLBOARD AT SPACINGS AND WITH FASTENERS DENOTED IN THE FIRE TEST ASSEMBLY. NAILING RESILIENT CHANNELS IS NOT PERMITTED. FASTENERS SHALL ONLY BE ATTACHED TO THE CHANNELS AND NOT THE FRAMING. INSTALL GYPSUM WALLBOARD TO ALLOW FOR A 1/4" GAP FROM INTERSECTING SURFACES. WHEN CONSTRUCTION OF MULTIPLE LAYERS OF GYPSUM WALLBOARD IS INDICATED, APPLY THE FACE LAYER WITH THE LONG EDGE JOINTS OFFSET BY 24" AND THE SHORT EDGE JOINTS OFFSET BY 48" FROM THE BASE LAYER. ADDITIONALLY, OFFSET THE FACE LAYER SCREW PATTERN 6" FROM THE BASE LAYERS SCREWS ALONG THE CHANNELS.

D. SEALANT: SEAL ALL PERIMETER JOINTS OF RESILIENT ASSEMBLIES AIRTIGHT WITH APPROVED ACOUSTICAL SEALANT.

E. BASEBOARD AND TRIM: DO NOT RIGIDLY ATTACH BASEBOARD OR OTHER FINISH TRIM TO UNDERLYING FRAMING THROUGH RESILIENT ASSEMBLIES. SCREW ATTACH BASEBOARD OR OTHER FINISH TRIM TO RESILIENT CHANNELS. ADHERING FINISH TRIM IS AN ACCEPTABLE ALTERNATIVE.

F. CONTRACTOR SHALL CLEARLY MARK JOIST LOCATIONS SUCH THAT SCREWING PATTERNS CAN BE SHOWN TO NOT INTERSECT JOIST LOCATIONS.

5. PLUMBING:

A. IN ORDER TO MINIMIZE OR ELIMINATE FLOW NOISE AT ALL WATER, WASTE, DRAIN AND REFRIGERANT PIPING CONTRACTOR IS TO PROVIDE VIBRATION ISOLATION. i) SUPPLY PIPING 1" DIAMETER OR SMALLER SHALL BE INSTALLED WITH ISOLATOR HOLDERS AND GUIDES.
ii) SUPPLY AND WASTE PIPING MORE THAN 1" IN DIAMETER SHALL BE INSTALLED WITH PILE ISOLATORS iv) REFRIGERANT LINES SHALL BE ISOLATED BY INSULATING THE ENTIRE LENGTH OF THE LINE WITH A MINIMUM OF 1/2" "ARMAFLEX" (OR APPROVED EQUAL). PLACE CLAMPS OVER THE INSULATION WHEN

ATTACHING TO THE STRUCTURE SO THAT THERE IS NO DIRECT CONTACT BETWEEN THE PIPING AND THE STRUCTURE. MAINTAIN A 2" CLEARANCE BETWEEN THE REFRIGERANT LINES AND THE GYPSUM WALLBOARD.

B. PIPING THROUGH BEDROOMS, LIVING ROOMS AND DINING ROOMS SHALL BE INSTALLED TO MAINTAIN A 2" MINIMUM CLEARANCE FROM GYPSUM WALLBOARD. SUPPLY PIPING ROUTED DIRECTLY ACROSS PARTY WALLS SHALL NOT BE PERMITTED. IN NO CASE SHALL THE PLUMBING PIPING OF ONE DWELLING UNIT BE CLOSER THAN 1" FROM ANOTHER DWELLING UNIT.

C. AT A MIN. PROVIDE PIPING SUPPORT PER PLUMBING CODE (SEE PLUMBING DRAWINGS). THE

PLUMBING PIPING, PIPE CONNECTIONS, PIPE HANGERS, OR VALVES, SHALL NOT MAKE

CONTACT WITH ANY PART OF THE SURROUNDING STRUCTURE, JOISTS, STUDS, WALLBOARD OR OTHER PIPES. PIPING AND/OR DUCTING WITHIN FLOOR/CEILING ASSEMBLIES SHALL BE SUPPORTED FROM THE JOISTS AND COMPLETELY ISOLATED FROM THE CEILING.

D. IN OTHERWISE UN-INSULATED STUD BAY OR JOIST CAVITY CONTAINING PIPING INSTALL A MINIMUM OF 3 1/2" ACOUSTIC BATT INSULATION OR OTHER SOUND ABSORPTIVE MATERIAL.

E. WATER PRESSURE CONTROL; GENERAL CONTRACTOR TO CONFIRM THAT WATER SUPPLY PIPING INSTALLED WILL MAINTAIN A MAXIMUM WATER FLOW RATE OF 8 FEET PER SECOND IN 1/2" AND 3/4" DIAMETER BRANCH LINES. FOR LARGER LINES THE MAXIMUM FLOW RATE SHALL BE 5 FEET PER SECOND. MAINTAIN A MAXIMUM OF 50 PSI WATER PRESSURE AT PLUMBING FIXTURES, CONSISTENT WITH ADEQUATE FLOW RATES.

F. ACOUSTICAL (FIRE STOPPING) SEALANT SHALL BE INSTALLED AT ALL PIPE PENETRATIONS AS DESCRIBED ABOVE.

G. FOR ADDITIONAL INFORMATION, SEE ACOUSTICAL REPORT "APPENDIX C" H. ROUTING OF SERVICES IN ANY UNIT SHALL BE COMPLETED TO AVOID AREAS OF ACOUSTIC SENSITIVITY INCLUDING BEDROOMS, LIVING ROOMS AND DINING ROOMS. IF SERVICES ARE

INSTALLED AND CAN BE RE-ROUTED IN A MANNER TO AVOID SENSITIVE LOCATIONS, THIS MAY BE REQUESTED AND REQUIRED.

J. NO PLUMBING MANIFOLDS, IF EMPLOYED, SHALL BE INSTALLED IN OR ABOVE ACOUSTICALLY SENSITIVE SPACE.

K. GENERAL. THERE SHOULD BE NO CONTACT BETWEEN THE PIPING FOR THE BUILDING AND OTHER SYSTEMS OR EACH OTHER. IF CONTACT IS UNAVOIDABLE, THEN THE CONTRACTOR SHOULD USE 1/4" FELT EQUAL TO HUBBARD HOLDRITE FELT 100.

L. AT WASTE PIPING, ALL WILL BE ISOLATED FROM THE STRUCTURE USING A MINIMUM OF 1/4" MATERIAL AND EQUIVALENT TO HUBBARD HOLDRITE SILENCER SERIES FELT 100. THE FELT WILL NOT BE CRUSHED. IF VERTICAL SUPPORT IS REQUIRED, NEOPRENE PADS WILL BE USED AT CLAMP LOCATIONS. THESE SHALL BE EQUAL TO HUBBARD HOLDRITE SILENCER SERIES 276.

M. ALL SUPPLY PIPING SHALL BE ACOUSTICALLY VIBRATION ISOLATED FROM THE STRUCTURE USING HUBBARD HOLDRITE SILENCER SERIES FELT 100 OR EQUAL. THE FELT WILL NOT BE CRUSHED. IF VERTICAL SUPPORT IS REQUIRED, NEOPRENE PADS WILL BE USED AT CLAMP LOCATIONS. THESE SHALL BE EQUAL TO HUBBARD HOLDRITE SILENCER SERIES 276.

N. ALL EQUIPMENT AND PIPING SHALL BE ISOLATED FROM THE STRUCTURE. PUMPS WILL BE ISOLATED WITH A SPRING HAVING 1" MINIMUM STATIC DEFLECTION AND EQUAL TO MASON INDUSTRIES. MAIN PIPES WILL BE ISOLATED USING HUBBARD HOLRITE SILENCER SERIES ISOLATORS EXCLUDING FLET.

6. MECHANICAL:

A. WHEN LOCATED OVER DWELLING UNIT, MOUNT ROOFTOP CONDENSING EQUIPMENT ON NEOPRENE PADS (MASON INDUSTRIES TYPE SUPER W HAVING 0.06" OF STATIC DEFLECTION) OVER 3" MINIMUM LIGHTWEIGHT CONCRETE. IF UNITS ARE LOCATED ABOVE BEDROOM OR LIVING ROOMS, ISOLATOR SHALL BE 1" DEFLECTION STEEL SPRING EQUAL TO MASON SLR AND THE CEILING IN THE UNIT CEILING SHALL INCLUDE INSTALLATION OF RESILIENT CHANNEL. USE

SLACK CABLE RESTRAINTS OR SEPARATE SEISMIC SNUBBERS TO LIMIT HORIZONTAL MOVEMENT. MECHANICAL CONTRACTOR SHALL CONSULT AN INDEPENDENT STRUCTURAL ENGINEER FOR APPROPRIATE SEISMIC RESTRAINT SYSTEM DESIGN. ROOFTOP EQUIPMENT SHALL BE INSTALLED ON CONCRETE HOUSEKEEPING PADS.

B. INSTALL SUSPENDED MECHANICAL UNITS SUCH AS FAN/COIL OR IN-LINE FANS ON A MINIMUM OF 1" STATIC DEFLECTION SPRING HANGERS SUCH AS MASON TYPE 30N (OR APPROVED EQUAL). DO NOT ALLOW DIRECT CONTACT BETWEEN THE MECHANICAL UNIT AND THE STRUCTURE OR OTHER ADJACENT UTILITIES. MAINTAIN A MINIMUM OF 2" CLEARANCE BETWEEN THE REFRIGERANT LINES AND GYPSUM WALLBOARD SURFACES.

C. AT A MIN. PROVIDE BATHROOM EXHAUST FANS WITH A NOISE RATING LOWER THAN 1.5 SONES. NOTE THAT FAN SOUND RATINGS TYPICALLY ASSUME 10 FEET OF STRAIGHT DUCT ATTACHED TO THE FAN. WHERE CONDITIONS VARY FROM THIS ASSUMPTION, PROVIDE FANS WITH LOWER SOUND RATINGS. MANY BATHROOM FANS ARE AVAILABLE WITH SOUND RATINGS BELOW 1.0 SONE. BATHROOM FAN HOUSINGS WHICH ARE MOUNTED WITHIN A SEPARATION ASSEMBLY SHALL BE BOXED IN WITH 5/8" GYPSUM BOARD, SEALED AIR TIGHT AND SURROUNDED WITH FIBERGLASS OR EQUIVALENT SOUND ABSORPTIVE MATERIAL.

D. AT INSIDE OF RESIDENTIAL UNITS, GRILLS, REGISTERS AND DIFFUSERS SHOULD HAVE A RATING NO GREATER THAN NC 30.

7. ELECTRICAL:

A. CONVENIENCE OUTLETS IN OPPOSITE FACES OF PARTY OR DIVISION WALLS SHALL BE INSULATED AS FOLLOWS:
i) ELECTRICAL BOXES (SWITCHES, OUTLETS, WALL FIXTURES, ETC., IN OPPOSITE FACES OF PARTY OR DIVISION WALLS SHALL BE SEPARATED HORIZONTALLY BY NOT LESS THAN 24 INCHES (I.E., IN DIFFERENT STUD BAYS). IN THE EVENT IT IS NOT PRACTICAL OR POSSIBLE TO

PLACE OUTLETS IN DIFFERENT STUD BAYS, THEY SHALL BE SEPARATED FROM EACH OTHER

AS MUCH AS POSSIBLE AND IN NO CASE SHALL THERE BE PHYSICAL CONTACT BETWEEN THE TWO ELECTRICAL BOXES. HOWEVER, THE FOLLOWING ITEMS ARE APPLICABLE IN ALL CASES. ii) MASTIC SEALER (LOWRY PADS OR APPROVED EQUAL) SHALL BE WRAPPED AROUND BACK SIDES, TOP AND BOTTOM OF ALL ELECTRICAL BOXES IN PARTY WALLS. iii) ELECTRICAL BOXES SHALL BE BACKED BY R-11 FIBERGLASS AS NEEDED TO COMPLETELY FILL THE STUD BAY.
iv) KNOCKOUT PLATES ON ELECTRICAL BOXES IN PARTY OR DIVISION WALLS SHALL NOT BE BENT OR REMOVED WHERE CONDUITS ARE NOT CONNECTED TO THE BOX.

B. RECESSED LIGHT FIXTURES IN CEILINGS SHALL HAVE NO VENTILATION HOLES. JUNCTION

BOXES IN CEILINGS SHALL BE WRAPPED AROUND BACK AND SIDES WITH LOWRY PADS (OR APPROVED EQUAL)AND SEALED AIRTIGHT WITH ACOUSTICAL SEALANT.

8. KITCHENS, BATHROOMS AND LAUNDRY ROOMS:

A. THE PARTY WALL BEHIND A TUB AND/OR SHOWER ASSEMBLY SHALL BE CONSTRUCTED CONSISTENT WITH THE PARTY WALL SPECIFICATIONS. GYPSUM WALLBOARD SHALL BE INSTALLED BEHIND ALL TUBS AND/OR SHOWERS WHICH ARE ADJACENT TO PARTY WALLS.

B. VOIDS BETWEEN THE WALL, FLOOR AND TUB/SHOWER UNITS SHALL BE COMPLETELY FILLED WITH A FIBERGLASS INSULATION OR EQUIVALENT SOUND ABSORPTIVE MATERIAL.

C. FLEXIBLE HOSE COUPLINGS FOR INLET AND OUTLET WATER CONNECTIONS ON THE DISHWASHER SHALL BE INSTALLED SO THAT NO RIGID CONNECTION EXISTS.

9. FLOOR COVERINGS:

A. IF A RESILIENT VINYL FLOOR COVERING IS USED, A DURABLE BRAND OF VINYL MEETING RESILIENT FLOOR COVERING COMMITTEE F6 AT THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) REQUIREMENTS SHALL BE PROVIDED.

B. REFER TO FINISH SCHEDULE FOR SPECIFICATION OF ACOUSTIC UNDERLAYMENTS AT TILE FLOORING ASSEMBLIES.

1. DESIGN OF WALL CONSTRUCTION WOULD BE TYPICALLY DOUBLE STUD AND EQUAL TO THE DEMISING WALL, MINIMUM.

2. VIBRATION ISOLATION OF THE HYDRAULIC PUMP SHOULD BE INCLUDED, WHICH SHOULD BE 1 INCH STATIC DEFLECTION SPRINGS EQUAL TO MASON INDUSTRIES TYPE SLR.

3. THE SOUND LEVEL OF THE ELEVATOR EQUIPMENT (INCLUDING THE PUMP) IN ANY ELEVATOR EQUIPMENT ROOM SHOULD BE NO GREATER THE 70 dBA

4. THE ENTRY DOOR ASSEMBLY TO ANY ELEVATOR EQUIPMENT ROOM SHOULD STC 33. THIS IS NOT REQUIRED WHEN THE ELEVATOR EQUIPMENT ROOMS ARE IN THE GARAGE.

5. THE ROLLER GUIDE ASSEMBLIES SHOULD BE RESILLIENT AND SIMILAR TO ELSCO MODEL C.

6. IF HYDRAULIC ELEVATORS ARE INSTALLED, THEN A MUFFLER SHOULD BE INSTALLED EQUAL TO A MCLEAN THE SUPPRESSOR.

7. THE ALIGNMENT OF THE RAILS SHOULD BE SMOOTH AND SHOULD BE REQUIRED TO BE 1/16 INCH.

ISOLATEK INTERNATIONAL "CAFCO SPRAYFILM WB-3" & "WB-5" INTUMESCENT

FIRE RESISTIVE COATING, OR EQUAL
I.C.C. REPORT ESR-1092
NOTES:

STRUCTURAL COLUMNS PER CBC 722.5.1.1

HORIZONTAL STRUCTURAL MEMBERS WHICH SUPPORT A LOAD OF MORE THAN ONE STORY REQUIRE AN ADDITIONAL FIRE PROTECTION PER CBC 722.5.2.

SEE STRUCTURAL PLANS FOR STEEL BEAM AND COLUMN SIZES AND LOCATIONS

VERIFY ALL COATING THICKNESS REQUIREMENTS WITH COATING MANUFACTURER

SPECIAL INSPECTION IS REQUIRED FOR ALL SPRAYED APPLIED FIRE PROTECTION

FOR FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS, SEE SHEET

1. 2.

3. 4.

5. 6. GEN-3

FIRE BLOCKS -
REQUIRED LOCATIONS:

1. CONCEALED SPACES OF WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10'-0" INTERVALS BOTH HORIZONTAL AND VERTICAL.

2. AT INTERSECTIONS BETWEEN VERTICAL AND HORIZONTAL

3. AT CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF STAIR RUN.

4. IN OPENINGS AROUND PIPES, DUCTS, CHIMNEYS, FIREPLACES AT CEILINGS AND FLOORS.

CONSTRUCTION:

1. 2" NOMINAL LUMBER, OR 2 LAYERS OF 1" LUMBER WITH BROKEN LAPS, OR 1 LAYER OF 3/4" STRUCTURAL PANEL WITH JOINTS BACKED BY 3/4"

STRUCTURAL PANEL

2. GYPSUM BOARD, CEMENT FIBER BOARD

3. BLANKETS OF MINERAL FIBER (IF TESTED FOR USE). (NO LOOSE FILL INSULATION).

DRAFTSTOPS
REQUIRED LOCATIONS:

1. IN FLOOR CEILING ASSEMBLIES TO BREAK THE AREA INTO 3000 SQ. FT. AREAS SO THAT NO DIMENSION EXCEEDS 100'-0".

2. DRAFT STOPS ARE ALSO REQUIRED AT ATTICS, MANSARDS, OVERHANGS, AND OTHER CONCEALED SPACES. THE DRAFTSTOPS SHALL BE IN LINE WITH THE WALLS SEPARATING THE UNITS AND FROM OTHER USES. THEY SHALL BE INSTALLED TO BREAK DOWN AREAS INTO 9000 SQ.FT AREAS WITH 100 FOOT MAXIMUM DIMENSIONS.

CONSTRUCTION:

1. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 5/8" GYPSUM BOARD, 3/8" STRUCTURAL PANELS OR PARTICLE BOARD.

2. ANY OPENINGS THROUGH THE DRAFTSTOPS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES. VENTILATION FOR THE SPACES SHALL BE MAINTAINED.

FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWING LOCATIONS:

A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. (718.2.2) B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. (718.2.2)
C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. (718.2.3) D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. (718.2.4) E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. (718.2.5)

GENERAL NOTES

1. INSULATION INSTALLED IN A FLOOR/CEILING OR ROOF/CEILING ASSEMBLY SHALL BE SUPPORTED BY WIRE STAYS (OR

EQUAL) SO THAT THE INSULATION DOES NOT MAKE CONTACT WITH THE FACE MEMBRANE OF THE ASSEMBLY (GYPSUM WALLBOARD).

2. MATERIAL NOTED AS S.A.B. REFERS TO SOUND ATTENUATION BATT.

3. INSULATION SCHEDULED FOR COMMON WALL UNIT TO UNIT SHALL BE INSTALLED IN EACH SIDE OF THE WALL ASSEMBLY.

4. ALL INTERIOR WALL CAVITY SPACES TO RECEIVE INSULATION. THE INSULATION SHALL BE THE DEPTH OF THE STUD.

5. FOR DETAILED INFORMATION INCLUDED MANDATORY MEASUREMENTS, SEE MECHANICAL DRAWINGS.

6. REFER THE PROJECT MANUAL SPECIFICATION "APPENIX C" FOR THE ACOUSTICAL GENERAL REPORT FOR MORE INFORMATION REGARDING ACOUSTICAL INSULATION.

7. BATT INSULATION R-19 ( 6 1/2" THICK) REQUIRED AT FLOOR/CEILING ASSEMBLIES THAT ARE OVER UNCONDITIONED SPACE OR AMBIENT AIR WHEN UNITS ARE LOCATED RIGHT ABOVE THE SPACE.

8. PROVIDE INSULATION (PACKED) AT FLOOR/CEILING ASSEMBLY ABOVE PARKING LEVEL 1.

9. IN DEMISING CONSTRUCTION, INSULATION SHALL BE IN THE WALL AND JOIST CAVITY. THIS SHALL INCLUDE DEMISING WALLS, CORRIDOR WALLS, SHAFT WALLS, EXTERIOR WALLS AND FLOOR CEILING ASSEMBILIES. INSULATION SHALL BE THE DEPTH OF THE CAVITY IN THE WALLS.

10. WALLS INCLUDING PLUMBING OR MECHANICAL SERVICES SHALL ALSO INCLUDE INSULATION. INSULATION SHALL BE THE DEPTH OF THE CAVITY. INTRACORP SHALL NOT REQUIRE INSULATION IN WALLS WITH ELECTRICAL SERVICES UNLESS SPECIFICALLY CALLED OUT ON THE DRAWINGS.

11. GYPSUM BOARD SHALL BE SCREWED, NOT NAILED. ANY GYPSUM BOARD DAMAGED MAY BE REQUIRED TO BE REMOVED BY THE ACOUSTICAL ENGINEER. VA COULD NOT LOCATE

12. IN A DEMISING WALL CONDITION, CONDUIT (AND ALL OTHER SERVICES INCLUDING MECHANICAL, ELECTRICAL AND PLUMBING) SHALL BE RUN ON THE STUD SIDE SERVED. THIS WILL REQUIRE THE DRILLING OF STUDS TO ACCOMODATE.

13. IN DEMISING WALL, NO SERVICE, WIRE OR CONDUIT SHALL BE INSTALLED INTO THE AIR SPACE BETWEEN THE STUDS.

14. ALL SERVICES RUN IN THE ATTIC OR ROOF JOISTS SHALL BE INSTALLED AS HIGH IN THE JOIST BAY AS POSSIBLE.

15. IN LIVING ROOM, DINING ROOMS AND BEDROOMS EXTRA SENSITIVITY TO THE ROUTING OF SERVICES SHOULD BE EMPLOYED. IF THERE IS ANY QUESTION REGURADING THE ROUTING THROUGH THESE AREAS, CONTRACTOR SHOULD ASK ARCHITECT OR ACOUSTICAL CONSULTANT.

16. INSTALLATION OF GYPSUM BOARD AND ALL ACOUSTICAL MATERIALS SHALL BE COMPLETED IN ACCORDIANCE WITH THE

APPROPRIATE UL RATING, THE USG CONSTRUCTION HANDBOOK, MANUFACTURER REQUIREMENTS AND PRACTICES AND ASTM PRACTICE STANDARDS FOR LIGHT WALL CONSTRUCTION. IF THESE REQUIREMENTS CONTRADICT METHODS WITHIN THIS DOCUMENT, THEN DURING DESIGN THE METHOD SHOULD BE DISCUSSED. IF THIS OCCURS DURING CONSTRUCTION, AN RFI SHOULD BE PREPARED AND DISCUSSED. PRACTICES UTILIZED BY CONTRACTORS SHALL ALWAYS BE THOSE THAT MAXIMIZE ACOUSTICAL PERFORMANCE.

17. TAPERED RIGID INSULATION AT THE ROOF SHALL PROVIDE THE MINIMUM SPECIFIED "R" VALUE AS INDICATED IN THE SCHEDULE. THE MINIMUM THICKNESS INDICATED IS BASED ON THE ASSUMPTION OF INSULATION PRODUCT WITH AN R-VALUE OF 5. ACTUAL THICKNESS MAY BE ADJUSTED BASED ON THE R-VALUE PER INCH OF THE PROVIDED INSULATION PRODUCT.

THERMAL INSULATION ACOUSTIC INSULATION

ASSEMBLY THICKNESS MATERIAL R-VALUE THICKNESS MATERIAL
ROOF LEVEL ROOF/CEILING 6" MIN.*17 RIGID R-30
FLOOR/CEILING SEE GENERAL NOTE #7 3 1/2" S.A.B.

DROP CEILING 3 1/2" S.A.B.

EXTERIOR WALL 6 1/2" BATT R-19 S.A.B.

PARTY WALL (UNIT/UNIT) 3 1/2" MIN. S.A.B.

CORRIDOR WALL 3 1/2" BATT R-13 3 1/2" MIN. S.A.B.

INTERIOR PLUMBING WALL 3 1/2" MIN. S.A.B.

INTERIOR SHAFT WALLS 2 1/2" MIN. S.A.B.

LEVEL 3-5 ROOF/CEILING 9 1/2" BATT R-30
FLOOR/CEILING 3 1/2" S.A.B.

DROP CEILING 3 1/2" S.A.B.

EXTERIOR WALL 6 1/2" BATT R-19
PARTY WALL (UNIT/UNIT) 3 1/2" MIN. S.A.B.

CORRIDOR WALL 3 1/2" BATT R-13 3 1/2" MIN. S.A.B.

INTERIOR PLUMBING WALL 3 1/2" MIN. S.A.B.

INTERIOR SHAFT WALLS 2 1/2" MIN. S.A.B.

LEVEL 1-2 GARAGE CEILING 9 1/2" BATT R-30
RESID. UNIT EXTERIOR WALL 6 1/2" BATT R-19
PARTY WALL (UNIT/PARK) 6 1/2" BATT R-19
PARTY WALL (UNIT/UNIT) 3 1/2" MIN. S.A.B.

CORRIDOR WALL 3 1/2" BATT R-13 3 1/2" MIN. S.A.B.

INTERIOR PLUMBING WALL 3 1/2" MIN. S.A.B.

INTERIOR SHAFT WALLS 2 1/2" MIN. S.A.B.

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

CONSTRUCTION

ASSEMBLIES
12" = 1'-0" 1 A7.01
NOTES - CONST. ASSEMBLIES
12" = 1'-0" 2

NOTES - ACOUSTICAL CONTROL

REQUIREMENTS
12" = 1'-0" 3

NOTES - ELEVATOR ACOUSTICS
12" = 1'-0" 4

FIRE PROTECTION AT STEEL
12" = 1'-0" 5
NOTES - FIRE BLOCKING+ DRAFTSTOPS
12" = 1'-0" 6

NOTES - INSULATION SCHEDULE
Date Issues / Revisions:

City Council 22 – 117 12/6/2022
3/4" (19/32") THICK EXTERIOR GRADE

WOOD STRUCTURAL PANELS

FLOOR JOISTS RIPPED AS

REQUIRED FOR SLOPE, SEE
STRUCTURAL DWGS. FOR MIN.

DIM. AND DETAILS.

CEMENT PLASTER ON METAL LATH.

LATH FASTENED WITH 7/8" OR 1"
No. 16 GAUGE BY 7/8" LONG
CORROSION-RESISTANT STAPLES @
6" O.C. COMPLYING W/ ASTM1667. @
6" O.C. CEM. PLASTER MIXED 1:2 FOR
SCRATCH COAT AND 1:3 FOR BROWN

COAT, BY WEIGHT, CEMENT TO SAND
AGGREGATE.

NOTE:

STRUCTURAL ENGINEER TO
DETERMINE MINIMUM JOIST DEPTH.

JOISTS SHALL NOT BE RIPPED TO LESS
THAN THE MIN. DIMENSIONS SPECIFIED
BY STRUCTURAL ENGINEER.

TRAFFIC COATING
SLOPE 2%

REFER TO SPECIFICATIONS AND
LARR # 25375 FOR ADDITIONAL INFORMATION
NOTE:

PROVIDE FIRESTOPS AND DRAFTSTOPS PER
CBC SECTION 717. SEAL ALL PENETRATIONS
PER CBC SECTION 713.

HARDSURFACE FINISH FLOOR

PER SCHEDULE
1 1/4" HACKER IND. INC. "FIRMFILL 2010" M514
SYSTEM NO.2
ALTERNATE: 1" MAXXON CORP. "GYP-CRETE"
M514 SYSTEM NO. 3
MINIMUM 3/4" INTERIOR-TYPE

STRUCTURAL PANELS WITH EXTERIOR
GLUE. SEE STRUCTURAL DRAWINGS

WOOD JOISTS PER STRUCTURAL
FIBERGLASS INSULATION 3 1/2" MINIMUM

THICK PER INSULATION SCHEDULE

STAPLED TO UNDERSIDE OF SHEATHING
1/2" DEEP 25 GA CLARK DIETRICH RCSD (NO
SUBSTITUTIONS) AT 24" O.C. FASTENED TO
EACH JOIST WITH 1 1/4" LONG WOOD
SCREWS.

ONE LAYER 5/8" TYPE "X" GYP. BD.
115 (PCF) DENSITY GYP-CRETE:
3/8" HACKER IND. INC. QUIET QURL 55/025
M514 SYSTEM NO. 2
ALTERNATE: 3/8" MAXXON CORP. " ACOUSTICAT
1/4" M514 SYSTEM NO. 3
FIRE RATING: ONE HOUR
IIC: SOUND CONTROL ASSEMBLY AS

PER BCS INTERNATIONAL SOUND
TEST NO. BCS IIC-2006-245 STC AND
IIC MINIMUM 50.

ASSEMBLY: CBC 721.1(3) ITEM 21-1.1

NON-HARD SURFACE HARD SURFACE
1'-0" MIN.

LAP ACOUSTIC MAT
7/8" X 25 GAUGE DRYWALL FURRING

CHANNEL AS REQUIRED FOR

SUPPORT OF BOTH LAYERS OF

GYPSUM BOARD AND OR DESIGNED

TO SUPPORT OF MISCELLANEOUS

EQUIPMENT WITHIN CEILING

CAVITY, SPACING PER

MANUFACTURER
RSIC-1 CLIPS AS REQUIRED PER

MANUFACTURER SPECIFICATIONS
1 1/2" 16 GAUGE COLD ROLLED

CHANNEL
ONE OR TWO LAYERS 5/8" TYPE X

GYPSUM BOARD FASTENED TO
RSIC-DC04X2 SOUND ISOLATION

CLIPS PER ACOUSTICAL REPORT
"APPENDIX C" DESIGNED TO

SUPPORT CEILING AND OR

MISCELLANEOUS EQUIPMENT

WITHIN CEILING CAVITY, SPACING

PER MANUFACTURER
5/8" TYPE X GYPSUM BOARD
1-H
R
A
S
S
E
M
BLY
7/8" DRYWALL FURRING CHANNEL

TIED TO THE BOTTOM OF THE

CHANNEL
12 GAUGE WIRE HANGERS TIED
TO RSIC-DC04X2 FOR

SECONDARY CEILING

COMMON AREA
UNIT
REF GA FILE NO. FC 5111 & CBC 721.1 (3) 13-1.4
N
O
N-R
A
T
E
D
S
E
E
PLA
N
S
N
O
N-C
O
M
B
U
S
TIBLE

CORRIDOR
(AS OCCURS)
1 1/2" 16 GAUGE COLD

ROLLED CHANNEL
5/8" TYPE X GYPSUM BOARD
7/8" DRYWALL FURRING

CHANNEL TIED TO THE BOTTOM

OF THE CHANNEL
12 GAUGE WIRE HANGERS
TIED TO RSIC-DC04X2 FOR

SECONDARY CEILING

COMMON AREA/ CORRIDOR

COMMON AREA/ CORRIDOR
REF CBC 721.1 (3) 13-1.4
N
O
N-R
A
T
E
D
S
E
E
PLA
N
S
N
O
N-C
O
M
B
U
S
TIBLE
DOUBLE WOOD FLOOR OF 5/8" WOOD
STRUCTURAL PANEL OVER 1/2" WOOD
STRUCTURAL PANEL W/ EXT. GLUE.

FINISH FLOOR PER SCHEDULE OVER
1 5/8" HACKER IND. INC. "FIRMFILL
2010" M514 SYSTEM NO.2
ALTERNATE: 1" MAXXON CORP.
"GYP-CRETE"

FLOOR JOIST FRAMING PER

STRUCTURAL

BATT INSULATION PER

SCHEDULE
1-H
R
A
S
S
E
M
BLY

LOAD BEARING WALL

PER STRUCTURAL

HORIZONTAL STRUCTURAL MEMBERS
(BEAMS) SHALL BE INDIVIDUALLY FIRE
PROTECTED WRAPPED W/ 5/8" TYPE 'X'
GYP. BD. WHEN THE MEMBER SUPPORTS

DIRECTLY APPLIED LOADS FROM A FLOOR

AND ROOF OR MORE THAN TWO FLOORS
PER 2013 CBC 704.3

FLOOR/ CEILING

ASSEMBLY PER DETAILS

FIRE RATED ACOUSTICAL SEALANT
(1) LAYER OF 5/8" TYPE "X" GYPSUM WALL
BOARD.
2 1/2" x 25 GA. CEILING JOISTS @ 16" O.C.

WHERE DROP CEILING OCCURS

WOOD JOISTS PER STRUCTURAL
DOUBLE WOOD FLOOR OF 5/8" WOOD
STRUCTURAL PANEL OVER 1/2" WOOD
STRUCTURAL PANEL W/ EXT. GLUE.

SHEAR PANEL PER STRUCTURAL
WHERE OCCURS.

WALL FRAMING
NOTES:

1. REF CBC TABLE 721.1(3) 13-1.4 FOR CORRIDOR FLOOR ASSEMBLY.

2. FOR UNIT FLOOR/CLG. ASSEMBLY, SEE DETAILS ON THIS SHEET MAX 1/2" GAP HILTI CP 606 SEALANT APPLY

JOINT TAPE AND COMPOUND

HARD SURFACE PER INTERIOR

FINISH SCHEDULE
1 1/4" HACKER IND. INC. "FIRMFILL 2010" M514
SYSTEM NO.2
ALTERNATE: 1" MAXXON CORP. "GYP-CRETE"
M514 SYSTEM NO. 3

UNIT CORRIDOR

UNIT CORRIDOR

WOOD JOISTS PER STRUCTURAL
BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM

WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS
THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR
TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK
ON EITHER SIDE OF FACE LAYER END JOINTS, AT 12" O.C.

ROOFING PER SPECS.

SLOPE TO DRAIN
RIGID INSULATION 6" MIN THICK
1/2" PLYWOOD SHEATHING

ROOF FRAMING PER STRUCTURAL
FIRE RATING: ONE HOUR
IIC: NOT APPLICABLE
ASSEMBLY: CBC 720.1 (3) 21-1.1

BATT INSULATION PER INSULATION

SCHEDULE
RESILIENT CHANNEL @ 16" O.C.

STEEL RUNNERS*
HANGER WIRES PER SPECIFICATIONS*
5/8 TYPE 'X' GYPSUM BOARD

CORNER BEAD

SPAN FROM WALL TO WALL

WHERE POSSIBLE

SUSPENDED METAL FRAMING PER
SPECIFICATIONS - CBC. REF. 803(2)

FIBERGLASS INSULATION PER

INSULATION SCHEDULE
* SUSPEND CEILING/FRAMING TO RESILIENT CHANNEL,

NOT TO JOIST / RAFTER FRAMING
N
O
N
R
A
T
E
D
S
E
E
PLA
N
S
N
O
N-C
O
M
B
U
S
TIBLE
-
---
4 A7.11
1 1/4" GYPCRETE

FLOOR SHEATHING PER STRUCTURAL

FLOOR JOIST PER STRUCTURAL
5/8" TYPE 'X' GYPSUM BOARD
RESILIENT MATTING: ECORE OR
PLITEQ 10MM BELOW PAVER, TYP
FIRE RATING: ONE HOUR
IIC: NOT APPLICABLE
ASSEMBLY: CBC 720.1 (3) 21-1.1

ROOF DECK PAVERS
-SEE LANDSCAPE DWGS

ADJUSTABLE PEDESTAL SYSTEM
-SEE SPECIFICATIONS

RATED CEILING ASSEMBLY
-SEE DETAIL 12 ON THIS SHEET

SLOPE TO
DRAIN
1H
R
R
A
T
E
D
A
S
S
E
M
BLY 8" M
AX

BATT INSULATION PER INSULATION

SCHEDULE

PROVIDE BATT INSULATION WHERE
OVER 3.5" MEASURED FROM LOWER

SHEATHING TO UPPER SHEATHING
1/2" RESILIENT CHANNEL

ROOFING PER SPECIFICATIONS
FIRE RATING: THREE HOUR
IIC:

ASSEMBLY: CBC 721.1 (3) 2-1.1
8 GA. WIRE HANGERS @ 4'-0" O.C. IN

DIRECTION OF CARRYING CHANNEL
MIN. 6" FROM EACH END OF CARRYING

CHANNEL RUNS AND BOUNDARY
WALLS
1-1/2" x 25 GA. CARRYING CHANNELS @
4'-0" O.C.
7/8" HAT CHANNELS @ 12" O.C. WIRE
TIED TO CARRYING CHANNELS w/ (3)
STRANDS OF 18 GA. TIE WIRE

PROVIDE EXPANSION CONTROL JOINTS

PER DETAIL WHERE LOCATED ON

REFLECTED CEILING PLAN

EXTERIOR CEMENT PLASTER OVER

EXPANDED METAL LATH
3H
R
R
A
T
E
D
A
S
S
E
M
BLY

WATERPROOFING PER

SPECIFICATIONS

CONCRETE TOPPING SLAB

AT EXTERIOR SLABS (UNRESTRAINED)
PROVIDE MINIMUM 5.7" CARBONATE

AGGREGATE CONCRETE SLAB
THICKNESS WITH MINIMUM 2"

COVERAGE OVER NONPRESTRESSED

REINFORCEMENT SEE STRUCTURAL FOR

ACTUAL THICKNESS, COVERAGE, AND
SLAB TYPES.

AT INTERIOR SLABS (RESTRAINED)
PROVIDE MINIMUM 5.7" SLAB THICKNESS
WITH MINIMUM 1 1/4" COVERAGE SEE

STRUCTURAL FOR ACTUAL THICKNESS,
COVERAGE, AND SLAB TYPES.

METAL STUD CROSS BRACING AND

COMPRESSION STRUTS AS REQUIRED
N
O
N-R
A
T
E
D
A
S
S
E
M
BLY

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

FLR/CEILING
& ROOF

ASSEMBLIES
A7.11

ACOUSTIC NOTES
1 1/2" = 1'-0" 3

EXTERIOR DECK ASSEMBLY
1 1/2" = 1'-0" 4
1-HR FLR-CEILING (HARD SURFACE)
1 1/2" = 1'-0" 7

UNIT FLOORING FINISH TRANSITION
1 1/2" = 1'-0" 8
1-HR FLOOR-CEILING - COMMON
1 1/2" = 1'-0" 9
1-HR FLR-CLG - COMMON /

CORRIDORS
1 1/2" = 1'-0" 10
1-HR PROTECTION @ BEAM
1 1/2" = 1'-0" 6
1-HR FLOOR-CEILING AT CORRIDOR
1 1/2" = 1'-0" 12

ROOF-CEILING ASSEMBLY
1 1/2" = 1'-0" 5
1-HR FLR-CLG W/ DROPPED SOFFIT
1 1/2" = 1'-0" 11

FLOOR / CEILING AT STAIR LANDING
1 1/2" = 1'-0" 16 ROOF-CEILING ASSEMBLY PAVERS
1 1/2" = 1'-0" 2
3-HR FLR-CLG - CONCRETE PODIUM
Date Issues / Revisions:

ACOUSTIC NOTES FOR FLOOR CEILING ASSEMBLIES:

1. WHERE RESILIENT MATTING IS INSTALLED, PERIMETER ISOLATION SHALL BE INSTALLED. THE PERIMETER ISOLATION SHALL BE NO LESS THAN 1/4" IN THICKNESS AND SHALL BE APPROVED BY THE MANUFACTURER OF THE RESILIENT MATTING. PERIMETER

ISOLATION SHALL BE USED AT ALL PENETRATIONS IN THE FLOOR AND AT THE ENTIRE

PERIMETER INCLUDING THE JUNCTION AT THE CORRIDOR AND WHERE THE FLOOR FINISH CHANGES FROM HARD SURFACE TO CARPET.

2. NO GAPS OR OPENINGS SHALL BE ALLOWED IN THE RESILIENT MATTING. JOINTS

SHALL BE TAPED OR SEALED TO THE SATISFACTION OF THE
ACOUSTICAL CONSULTANT. THE MANUFACTURER OF THE RESILIENT MATTING IS

REQUIRED TO SUBMIT A LETTER STATING THAT THE INSTALLATION OF THE MATTING CONFORMS TO THEIR STANDARDS.

3. INSULATION SHALL BE 3-1/2" INSTALLED AT THE TOP OF THE JOIST CAVITY.

4. AT ALL FLOOR/CEILING LOCATIONS, A GAP SHOULD BE MAINTAINED AT THE WALL AND CEILING INTERSECTION. THE GAP SHALL BE A MINIMIM OF 1/4" AND BE FILLED WITH NON HARDENING SEALANT IN A TUBE.

5. RESILIENT MATTING SHOULD BE REQUIRED BELOW BATHROOMS TUBS AND SHOWERS. PERIMETER

ISOLATION SHOULD BE USED AT THESE LOCATIONS

6. THE MINIMUM NUMBER OF SCREWS REQUIRED BY CODE SHALL BE INSTALLED THROUGH THE GYPSUM BOARD INTO THE RESILIENT CHANNEL. ANY SCREWS NOT

NEEDED SHOULD BE REMOVED

7. NO LOUDSPEAKERS SHOULD BE MOUNTED INTO AN AMENITY CEILING City Council 22 – 118 12/6/2022
5/8" THICK GYPSUM WALL BOARD

ACOUSTICAL INSULATION PER

SCHEDULE

INTERIOR INTERIOR
MINIMUM 3-5/8" METAL STUD WALL,

SPACING PER STRUCTURAL DRAWINGS
FIRE RATING:

STC:

ASSEMBLY:

ACOUSTICAL INSULATION PER SCHEDULE

EXTERIOR

INTERIOR
MINIMUM 3 5/8″ No. 16 GAUGE
NONCOMBUSTIBLE STUDS 16″ O.C. WITH
7/8″ CEMENT PLASTER (MEASURED

FROM THE FACE OF THE STUDS) ON
THE EXTERIOR SURFACE WITH 5/8"

THICK GYPSUM BOARD AT INTERIOR,

NONBEARING, NONCOMBUSTABLE
STUD PARTITIONS. PLASTER MIX 1:4
FOR SCRATCH COAT AND 1:5 FOR

BROWN COAT, BY VOLUME, CEMENT TO
SAND.

FIRE RATING: 1 HOUR
STC: N/A
ASSEMBLY: CBC 721.1 (2) 15.4
5/8" TYPE 'X' EXTERIOR GYP SHEATHING
2" RIGID INSULATION

AIR & WATER BARRIER

AIR & WATER SEALING SCREW FASTENER

WITH PRONG WASHER
NOTES: 1. REFER TO PENETRATION DETAILS.

2. REFER TO GARAGE WALL DETAILS.

FIRE RATING: 1 HOUR
STC:

ASSEMBLY: CBC 2013, 721.1 (2) 3-1.4
3 5/8" STEEL STUDS (22 GAUGE)
5/8" GYPSUM WALLBOARD

FULL HEIGHT FULLY GROUTED CMU

WALL, SIZE PER STRUCTURAL

DRAWINGS

PER STRUCTURAL

1. PROVIDE ADDITIONAL WALL BRACING AND/OR BRIDGING AS MAY BE REQUIRED FOR HEIGHT OF WALL.

DUE TO ACOUSTIC CONSTRAINTS, BRACING ACROSSTHE AIR GAP IN A DEMISING WALL IS NOT ALLOWED.

2. REFER TO STRUCTURAL DRAWINGS AND METAL STUD MANUFACTURER FOR SPAN LIMITATION. ALL STUD

GAUGE AND SPACING TO BE MAINTAINED OR ADJUSTED TO MANUFACTURER'S DESIGN CRITERIA WHICHEVER IS MORE RESTRICTIVE. ALL LIMITING HEIGHTS ARE BASED ON SSMA STEEL (STUD MANUFACTURERS ASSOCIATION) SYSTEM. THE ALLOWABLE DEFLECTION FOR STUD WALLS SHALL BE -L/360 - FOR EXTERIOR
-L/360 - FOR INTERIOR WALLS WITH STONE, TILE OR WOOD PANEL FINISH AND FOR SHAFT WALLS. -L/240 - ALL OTHER INTERIOR WALLS.

FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL STUD WALL SCHEDULE EXTERIOR WALL STUDS ARE 6" GAUGE (U.N.O.)

CONTRACTOR USING AN APPROVED EQUAL PRODUCT MUST SUBMIT FOR ARCHITECT'S REVIEW A WALL TYPE SHEET WHICH INCLUDES U.L. RATINGS. THIS SUBMITTAL TO INDICATE PROPER STUD GAUGE AND SPACING PER THE SPAN CAPACITY OF THE SUBSTITUTED PRODUCT. AT NO TIME SHOULD THE STUD GAUGE OR SPACING BE LESS THAN WHAT IS SHOWN ON THIS SHEET. CONTRACTOR TO FIELD VERIFY ALL

CONDITIONS FOR SPECIFIC FURRED OUT WALLS PER PLAN AND DETAILS

3.ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTED OTHERWISE. SEE DETAIL 12 THIS SHEET FOR CONSTRUCTION INFORMATION. ALL SHAFT WALLS SHALL BE FULL HEIGHT NON-RATED PARTITIONS MAY TERMINATE AT THE CEILING.

4. WHERE A FIRE RATED ASSEMBLY IS REQUIRED, ALL REQUIREMENTS OF TESTED ASSEMBLY SHALL BE INCORPORATED INTO THE DETAIL. CONTRACTOR TO KEEP COPIES OF U.L. MANUAL AND BUILDING CODE AS REFERENCE DURING CONSTRUCTION OF RATED ASSEMBLIES.

5. REFER TO SPECIFICATION DIVISIONS 22 AND 23 FOR HVAC, PLUMBING AND ELECTRICAL PENETRATIONS OF WALLS. WALL PENETRATIONS TO CONFORM WITH U.L. DESIGN SYSTEMS WL, WWS OR WWD AS APPLICABLE. FOR FURTHER INFO SEE SHEET

6. WALL FRAMING DIMENSIONS ARE FROM FACE OF STUD (F.O.S.), UNLESS NOTED OTHERWISE.

7. ALL METAL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND OPENINGS.

8. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL EXTERIOR PERIMETER WALLS

9. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, CONTINUOUS 18" WIDE 20

GAUGE SHEET METAL PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL

CASEWORK, STAIR RAILINGS, TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISC. EQUIPMENT

10. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS REQUIRED.

11. ALL GYPSUM WALL BOARD SHALL BE 5/8" THICK TYPE 'X' UNLESS OTHERWISE NOTED OR REQUIRED

FOR SPECIFIC WALL CONSTRUCTION AND SHALL BE SCREWED TO ALL FRAMING MEMBERS NOT NAILED AS

NOTED ON ACOUSTICAL REPORT INCLUDING TOP AND BOTTOM PLATES AS REQUIRED FOR EACH SPECIFIC ASSEMBLY. NOTIFY ARCHITECT ON ANY CONFLICT WITH FIRE RATED ASSEMBLY PRIOR TO PROCEEDING WITH WORK.

12. GYPSUM BOARD ON ALL ACOUSTICALLY RATED WALL ASSEMBLIES SHALL BE SET IN A CONTINUOUS BEAD OF ACOUSTICAL CAULK TOP & BOTTOM. CAULK SHALL BE FIRE-RATED WHERE REQUIRED TO MAINTAIN THE FIRE-RATING OF THE WALL ASSEMBLY.

13. REFER TO A-61.11 FOR PENETRATION ASSEMBLIES.

14. PROVIDE SLIP TRACK HEAD OF WALL CONNECTION AT ALL METAL STUD WALLS IN THE PARKING STRUCTURE.

15. PROVIDE CONTINUOUS 20 GAUGE, 10" WIDE SHEET METAL ATTACHED TO METAL STUD UNDERNEATH GYP BOARD AS NAILER FOR INSTALLATION OF MILLWORK, HANDRAIL OR SIMILAR ITEMS.

16. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY

OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH STENCILING. SUCH IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.

2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET (914 mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH (12.7 mm) IN HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR SIMILAR WORDING.

EXCEPTION: WALLS IN GROUP R-2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE.

A-xx
-

ACOUSTICAL

INSULATION PER

SCHEDULE

WALL TYPE PER PLAN

AND SCHEDULE

CEILING WHERE OCCURS
V
A
RIE
S
S
E
E
FINIS
H
S
C
H
E
D
ULE
C
EILIN
G
H
EIG
H
T
V
A
RIE
S
F
O
R LE
V
EL
FLO
O
R
H
EIG
H
T
0' - 0 1/4"

CONCRETE SLAB PER

STRUCTURAL PLANS

SUPERIOS DRYWALL
EDGE TRIM # SET 058-118

SEALANT AND BACKER ROD

CONCRETE SLAB PER

STRUCTURAL PLANS

ADDITIONAL LAYER OF
5/8" TYPE X GYPSUM
WALLBOARD REQUIRED @

ACOUSTICAL SEPARATIONS

CONCRETE SLAB PER
STRUCTURAL PLANS.
0' - 0 1/2"
V
A
RIE
S
S
E
E
FINIS
H
S
C
H
E
D
ULE
C
EILIN
G
H
EIG
H
V
T
A
RIE
S
F
O
R LE
V
EL
FLO
O
R
H
EIG
H
T

REFERENCE GA
FILE # 1072

ACOUSTICAL INSULATION

PER SCHEDULE

WALL TYPE AND FINISH
PER PLAN (TYP.)

CEILING WHERE OCCURS

DRYWALL EDGE AS

PER SPECIFICATIONS

SEALANT AND BACKER ROD

CONCRETE SLAB PER
STRUCTURAL PLANS.

ADDITIONAL LAYER OF 5/8"
TYPE X GYP. BD @

ACOUSTICAL CONDITIONS

FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE

PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR

PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH STENCILING. SUCH IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.

2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET (914 mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH (12.7 mm) IN HEIGHT, INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR OTHER WORDING.

EXCEPTION: WALLS IN GROUP R-2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE. 2 COAT EXTERIOR CEMENT PLASTER

OVER EXPANDED METAL LATH (NOT

REQUIRED FOR RATING)
6" MINIMUM STRUCTURAL

CONCRETE WALL OR COLUMN

SEE STRUCTURAL PLANS FOR

SIZES AND SEE ARCHITECTURAL

PLANS FOR LOCATIONS OF
RATED WALLS.

REF. C.B.C TABLE 720.1 (2)
ITEM 3-1.4

FOR PENETRATION DETAILS

SEE SHEET
A-XX
-

WEATHER RESISTIVE BARRIER, SEE
SPEC.

STUD SIZE

OVERALL WALL

THICKNESS
(2) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE

INTERIOR FINISH PER FINISH PLAN/SCHEDULE

BATT INSULATION PER SCHEDULE

WALL TYPE PER PLAN AND SCHEDULE
WALL DESIGN CRITERIA & TEST DATA:

REFER TO THE FOLLOWING & COMPLY W/ REQ.

TEST ASSEMBLY FIRE RATING
U.L. U419 TWO HOUR

SEE DETAIL

FOR HEAD-OF-WALL DETAIL

EXTERIOR FINISH WHERE OCCURS
DIM. POINT ON
PLANS (U.N.O.)

STUD SIZE AT EXTERIOR METAL FRAMING

PER DESIGN - BUILD ENGINEERED
SYSTEN
REF. G.A. FILE NO. WP 1522
STC 55 TO 59
4 A7.21
(2) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE

INTERIOR FINISH PER FINISH

PLAN/SCHEDULE

BATT INSULATION PER SCHEDULE

WALL TYPE PER PLAN AND SCHEDULE

STUD SIZE AT EXTERIOR METAL FRAMING

PER DESIGN - BUILD ENGINEERED
SYSTEN
DIM. POINT ON
PLANS (U.N.O.)
WALL DESIGN CRITERIA & TEST DATA:

REFER TO THE FOLLOWING & COMPLY W/ REQ.

TEST ASSEMBLY FIRE RATING
U.L. U415 TWO HOUR
G.A. FILE WP 7095 TWO HOUR
STC 45-49

FOR TWO HOUR HORIZONTAL SHAFT
ENCLOSURES: TEST ASSEMBLY WHI 694-0300.1
OR WHI PSH 0154/0167

SEE DETAIL

FOR HEAD-OF-WALL DETAIL
1" X 24" GYPSUM SHAFT LINER
NOTE; WHERE ASSEMBLY IS USED

HORIZONTALLY AS A CEILING ASSEMBLY
PROVIDE (1) ADDITIONAL FACE LAYER OF 5/8"
TYPE 'X' GYP. BD.

SHAFT
SIDE
PROPRIETARY ASSEMBLY:

UNITED STATES GYPSUM COMPANY
1/2" SHEETROCK FIRECODE "C" & 1"

SHEETROCK LINER PANELS, OR

APPROVED EQUAL
4 A7.21
GA FILE NO. WP 2800
STC 55 TO 59
BASE LAYER 1/2" PROPRIETARY TYPE X

GYPSUM WALLBOARD APPLIED PARALLEL
TO EACH SIDE OF 1 5/8" METAL STUDS 24"
O.C. WITH JOINTS STAGGERED 24" O.C.

EACH SIDE USING 1" TYPE S DRYWALL
SCREWS 24" O.C. SECOND LAYER 1/2"

PROPRIETARY TYPE X GYPSUM WALLBOARD

APPLIED PARALLEL TO EACH SIDE WITH
JOINTS STAGGERED 24" O.C. FROM BASE
LAYER JOINTS ATTACHED TO STUDS WITH 1
5/8" TYPE S DRYWALL SCREWS 24" O.C.

FACE LAYER OF 1/2" PROPRIETARY TYPE X

GYPSUM WALLBOARD APPLIED AT RIGHT

ANGLES OR PARALLEL TO EACH SIDE
ATTACHED TO STUDS WITH 2 1/4" TYPE S
DRYWALL SCREWS 12" O.C. WITH 1 1/2"

TYPE G DRYWALL SCREWS AT MIDPOINT
BETWEEN STUDS 1" FROM HORIZONTAL

JOINTS FOR RIGHT ANGLE APPLICATION OF
WALLBOARD.

SEE SHEET

FOR PENETRATION DETAILS
A-61.11
-

PARKING

CONCRETE SLAB PER

STRUCTURAL PLANS

CONCRETE SLAB PER
STRUCTURAL PLANS.

REFER TO DETAIL 4 ON

THIS SHEET FOR CMU
WALL ASSEMBLY.
8" TYPICAL U.N.O
6" METAL STUD
5/8" FIRE RATED, HIGH

IMPACT,
MOLD RESISTANT GYP. BD.

FLO
O
R
H
EIG
H
T

ACOUSTIC INSULATION

WHERE REQUIRED

SEALANT AND BACKER
ROD
(+/- 4'-0" - 6 R
O
W
S) V
A
RIE
S
ROOM

CONCRETE CURB
(WHERE OCCURS)

SLIP TRACK
ALIGN
SEE UL DESIGN #HW-D-0016

FOR ADDITIONAL INFORMATION

CONCRETE SLAB PER

STRUCTURAL
0' - 1"
PACKING MATERIAL 2 LAYERS OF 7/8" DIA.

POLYURETHANE BACKER ROD FRICTION

FIT ON TOP OF EACH OTHER INTO THE

GAP BETWEEN TOP OF GYPSUM BOARD

AND BOTTOM OF CONCRETE

JOINT SYSTEM - MAX SEPARATION

BETWEEN BOTTOM OF FLOOR AND TOP

OF WALL (AT TIME OF INSTALLATION OF
JOINT SYSTEM) IS 1". THE JOINT SYSTEM IS
DESIGNED TO ACCOMODATE A MAX 25

PERCENT COMPRESSION FROM ITS

INSTALLED WIDTH

GYPSUM BOARD SHEETS INSTALLED TO
A MIN TOTAL THICKNESS OF 5/8" OR 1 1/4"
ON EACH SIDE OF WALL FOR A 1 HOUR
OR 2 HOUR FIRE RATED WALL ,

RESPECTIVELY
A MIN. 1/2" THICKNESS OF FILL MATERIAL

INSTALLED ON EACH SIDE OF THE WALL

BETWEEN THE TOP OF THE GYPSUM

BOARD AND BOTTOM OF THE CONCRETE
FLOOR. FOR 1 HOUR SYSTEMS AND IN 2

HOUR SYSTEMS WHERE PACKING

MATERIAL OR FORMING MATERIAL ARE

NOT USED, BOND BREAKER TAPE TO BE

APPLIED TO CEILING RUNNER ON EACH
SIDE OF WALL.
2 1/2" MIN. WIDE STUDS CUT 1 INCH LESS IN

LENGTH THAN ASSEMBLY HEIGHT WITH

BOTTOM NESTING IN AND RESTING ON

FLOOR RUNNER AND WITH TOP NESTING IN
CEILING RUNNER WITHOUT ATTACHMENT.

STUD SPACING NOT TO EXCEED 24" O.C.
2016-0517

REINFORCING BARS PER

STRUCTURAL DRAWINGS
6" MINIMUM NOMINAL C.M.U. WALL
SOLID FILLED WITH GROUT. SEE
STRUCTURAL PLANS FOR C.M.U.

SIZES AND SEE ARCHITECTURAL

PLANS FOR LOCATIONS OF RATED
WALLS.
2 COAT EXTERIOR CEMENT
PLASTER OR 5/8" TYPE 'X' GYPSUM

BOARD OVER FURRING

CHANNELS PER PLANS (NOT

REQUIRED FOR RATING) (AS

OCCURS PER PLANS)

TOOL MORTAR JOINTS PER
SPECIFICATIONS.

REF. C.B.C TABLE 721.1 (2) ITEM 3-1.4
SEE SHEET A-X.XX FOR PENETRATION DETAILS
MINIMUM 3-5/8" METAL STUD WALL, SPACING PER

STRUCTURAL DRAWINGS
2 LAYERS 5/8" THICK GYPSUM WALL BOARD

SOUND BATT INSULATION, SEE INSULATION

SCHEDULE
FIRE RATING: ONE HOUR
STC: 60-64
ASSEMBLY: GA FILE NO. WP 5001
1 LAYER 5/8" THICK GYPSUM WALL BOARD
5/8" THICK GYPSUM WALL BOARD

ACOUSTICAL INSULATION PER

SCHEDULE
UNIT
MINIMUM 3-5/8" METAL STUD WALL,

SPACING PER STRUCTURAL DRAWINGS
FIRE RATING:

STC:

ASSEMBLY:

FRAMING PER PLANS

ACOUSTICAL INSULATION

PER SCHEDULE

WALL TYPE PER PLAN

AND SCHEDULE

CEILING WHERE OCCURS
V
A
RIE
S
S
E
E
FINIS
H
S
C
H
E
D
ULE
C
EILIN
G
H
EIG
H
T
V
A
RIE
S
F
O
R LE
V
EL
FLO
O
R
H
EIG
H
T
0' - 0 1/4"

CONCRETE SLAB PER

STRUCTURAL PLANS

SUPERIOS DRYWALL
EDGE TRIM # SET 058-118

SEALANT AND BACKER ROD

CONCRETE SLAB PER

STRUCTURAL PLANS

ADDITIONAL LAYER OF
5/8" TYPE X GYPSUM
WALLBOARD REQUIRED @

ACOUSTICAL SEPARATIONS
SEE DETAIL 4 ON THIS SHEET

FOR HEAD OF WALL DETAIL

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

METAL &

CONCRETE
FRAMED
WALL

ASSEMBLIES
A7.21
3" = 1'-0" 9
NON - RATED INT. METAL STUD WALL
3" = 1'-0" 10
1-HR RATED BLDG EXT. WALL (METAL)
3" = 1'-0" 3

CMU WALL-METAL STUD
12" = 1'-0" 7

METAL FRAME WALL NOTES
3" = 1'-0" 12

CEILING HIGH PARTITION (METAL)
3" = 1'-0" 13 1-HR FULL-HEIGHT WALL FRMG (METAL)12" = 1'-0" 1

CONCRETE / CMU WALL NOTES
3" = 1'-0" 6
TYPICAL 2 & 3-HR CONC. WALL OR COLUMN
3" = 1'-0" 15 2-HR STUD WALL
3" = 1'-0" 14 2-HR SHAFT WALL - METAL
3" = 1'-0" 11
3-HR WALL AT GARAGE CORE
1 1/2" = 1'-0" 2

CMU/METAL STUD WALL
1 1/2" = 1'-0" 4

RATED HEAD OF WALL AT METAL STUDS
3" = 1'-0" 5
2 & 3-HR CMU WALL ASSEMBLY
3" = 1'-0" 19 1-HR FIRE PARTITION (UNIT PARTY WALL)
3" = 1'-0" 17 NON - RATED FURRING WALL WALL
3" = 1'-0" 18 1-HR CORRIDOR/ UNIT PARTITION WALL
Date Issues / Revisions:

City Council 22 – 119 12/6/2022
1' - 9" 1' - 9"
1' - 0" 1' - 0" 1' - 0"
2' - 0"
1' - 0"
1' - 9" 2' - 4"
1' - 6" 1' - 6"
EQ. EQ.
8' - 0"
8' - 0" 1' - 0"
NOTES:

1.OVERALL DIMENSIONS TYPE. FOR SINGLE WORKD PAVEMENT MARKINGS

2.REFER TO MANUAL OF UNIFORM CONTROL DEVICES "MARKINGS" SECTIONS FOR ADDITIONAL

INFORMATIONS
6' - 0"
T
Y
P
1' - 0" 2' - 0" T
Y
P.

TRAFFIC YELLOW

UTILITY PIPING
8 GA GALV. STEEL

PIPE GAURD

COLUMN OR WALL

PER PLAN
NOTE: PROVIDE UTILITY

PROTECTION FOR ALL PLUMBING,

MECHANICAL, ELECTRICAL,

FIRE/LIFE SAFETY SYSTEMS AT

ALL LOCATIONS ADJACENT

PARKING STALLS AND DRIVE
AISLES
- TYPICAL ALL GARAGE AREAS
6" 3' - 6"

UTILITY PIPING
8 GA GALV. STEEL

PIPE GAURD

COLUMN OR WALL

PER PLAN

COORDINATE ATTACHMENT

WITH STRUCTURAL

ENGINEER

ELEVATION
PLAN
.0.2"
*0.9"
*0.45"

TAPERED EDGES

WHERE EXPOSED

TYPICAL SECTION
FLOOR
P
E
R
M
F
G
R.

PER MFGR.

1.125"

1.125"
TYP.

2.350"
T
Y
P.

2.350"
NOTE:

IF A WALK CROSSES OR ADJOINS A

VEHICULAR WAY AND THE WALKING

SURFACES ARE NOT SEPARATED BY

CURBS, RAILINGS, OR OTHER ELEMENTS

BETWEEN THE PEDESTRIAN AREAS AND

THE VEHICULAR AREAS, THE BOUNDARY

BETWEEN THE AREAS SHALL BE

DEFINED BY A CONTINUOUS

DETECTABLE WARNING WHICH SPANS

THE WIDTH OF THE OPENING AND IS A
MINIMAL DEPTH/LENGTH OF 3'-0" IN THE
DIRECTION OF TRAVEL.

GROUT CROWN
4" DIA. x 1/4" THICK

TUBE STEEL PIPE BOLLARD

FULLY GROUTED
20" DIA. STEEL PLATE
W/ (4) 4"x1/2" ANCHOR
HOOKS SPACED @ 90°,

WELDED TO TUBE

STEEL PIPE BOLLARD &

SET IN FLOOR SLAB

GARAGE FLOOR SLAB
3' - 0" 3" 1/4"

PRECAST

CONCRETE

WHEEL STOP
EPOXY

ADHESIVE SET
TO STRUCT.

CONC. SLAB
(NO DRILLING
ALLOWED).
6"
4'-0" WIDE 6"

ELEVATION SECTION

WALL PER PLANS

CONCRETE CURB PER PLANS

W/ RADIUSED CORNER

GARAGE RAMP PER

STRUCTURAL DRAWINGS
6"
6"

CMU BLOCK WALL PER
PLANS

CONCRETE CURB
PER PLANS W/ 1/2"

CHAMFER AT
CORNER

CONCRETE GARAGE
SLAB PER STRUCT.

DRAWINGS
1' - 0"
4"
NOTE: SEE WRITTEN SPECIFICATION

FOR SPECIFIC INSTALLATION

PROCEEDURES
3/8" THICK TILE FLOORING
1/4" EXPANSION JOINT WITH

SEALANT AND BACKER ROD

THINSET BOND COAT

CLEAVAGE MEMBRANE

SLOPE DEPRESSION W/
STRUC. SLAB WHERE
OCCURS

STRUCTURAL SLAB

CLEAN CONCRETE SURFACE, ROUT

AND FILL ANY CRACKS WITH A

COMPATIBLE AND FLEXIBLE EPOXY
NOTE: PROVIDE 6 MIL VAPOR BARRIER

BELOW SLAB ON GRADE

FINISH FLOOR
2"

REINFORCED MORTAR BED

PAINTED PARKING

STALL LINES

CONTROL JOINT

AT COLUMN GRID
1/8"x 3/4" SAW-CUT

SLAB ON GRADE
24" SQUARE JOINT
PATTERN, SAW- CUT AT 45

DEGREES TO

COLUMN GRID
2' - 0"
2' - 0"

STRUCTURA

L COLUMN
NOTE: THIS DETAIL PROVIDED AS A MINIMUM
REQUIREMENT. DETAILS ON STRUCTURAL
PLANS TAKE PRECEDENT.
1' - 9" 1' - 6" 1' - 0"
1' - 6" 1' - 6"
1' - 6" 1' - 6"

RED IDENTIFICATION MARK

PER FIRE DEPARTMENT

REQUIREMENTS

FIRE EXTINGUISHER SIGNAGE

PER FIRE DEPARTMENT

REQUIREMENTS
P
E
R
FIR
E
D
E
P
A
R
T
M
E
N
T
B. COLUMN CONDITION A. WALL CONDITION
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1 ST PLAN CHECK SUBMITTAL 25% CD SET 05/31/2022
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

GARAGE &

GENERAL

PARKING

DETAILS
1/2" = 1'-0" 1 A7.22

TRAFFIC MARKING - FORWARD ARROW
1/2" = 1'-0" 2

TRAFFIC MARKING - TURN ARROW
1/2" = 1'-0" 5

TRAFFIC MARKING - STOP
1/2" = 1'-0" 6
TRAFFIC MARKING - PED. CROSSWALK
1 1/2" = 1'-0" 13 PIPE GUARD
1" = 1'-0" 11

DETECTABLE WARNING SURFACE
1 1/2" = 1'-0" 12

PIPE BOLLARD
3" = 1'-0" 15 WHEEL STOP3" = 1'-0" 3

CONCRETE CURB AT RAMP
3" = 1'-0" 7

TRASH ROOM CURB
6" = 1'-0" 9

TILE FLOOR
1/4" = 1'-0" 8
CONTROL JOINT LAYOUT - TYP.
1/2" = 1'-0" 10

TRAFFIC MARKING - FORK ARROW
1/2" = 1'-0" 4

FIRE EXTINGUISHER
Date Issues / Revisions:

City Council 22 – 120 12/6/2022
1' - 6"
2' - 0"

STANDARD
9' - 0"
8'-0" @ VAN
5' - 0" TYP.

STANDARD
9' - 0"
4" WIDE STRIPE

TYPICAL
0' - 3"
4" WIDE STRIPE

TYPICAL
6"X6"X4'-0" PRE-CAST CONCRETE

WHEEL STOP AT SINGLE STALL

COLUMN/WALL PER

BUILDING PLANS
0' - 4"
DRIVE
AISLE
0' - 9"
0' - 9"

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY
REFER TO DETAIL 6
SHEET GEN 6
EQ EQ
TYP
3 .
'-0"
4" WIDE PAINTED
3'-0" O.C. AT 45

DEGREE ANGLE AT

LOADING ZONE

NO PARKING

NO PARKING STENCILED
IN WHITE, 12" HIGH

LETTERS
1' - 6"
2' - 0"

STANDARD
9' - 0"
5-0" @ TYP.
8' - 0" VAN.
4" WIDE STRIPE

TYPICAL
0' - 5"
4" WIDE STRIPE

TYPICAL
0' - 4"
DRIVE
AISLE
0' - 9"

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY
REFER TO DETAIL 6
SHEET GEN 6
EQ EQ
TYP
3 .
'-0"
4" WIDE PAINTED
3'-0" O.C. AT 45

DEGREE ANGLE AT

LOADING ZONE

NO PARKING

NO PARKING STENCILED
IN WHITE, 12" HIGH

LETTERS
0' - 4"

ACCESSIBLE PARKING

STALL DESIGNATION

SIGN PER DETAIL
6"

STRUCTURAL, MECHANICAL, UTILITY

OR SIMILAR APPURTENANCES ARE

ONLY PERMITTED ADJACENT TO

REQUIRED STALL AREAS IF THE

REQUIRED WIDTH OF THE STALL IS
INCREASED AT LEAST SIX (6) INCHES
6" 6"
1' - 6"
2' - 0"
18' - 0"

STANDARD
8' - 6"

STANDARD
8' - 6"

STANDARD
8' - 6"
4" WIDE STRIPE

TYPICAL
4" WIDE STRIPE

TYPICAL
4" WIDE STRIPE

TYPICAL
6"X6"X4'-0" PRE-CAST

CONCRETE WHEEL STOP

AT SINGLE STALL

COLUMN/WALL/

PER BUILDING PLANS
DRIVE
AISLE
6"
9"

PAINTED STALL

IDENTIFICATION SIGN
EQ EQ
25' - 6"
1' - 6"
@ DEAD ENDS
9"
6"

STRUCTURAL, MECHANICAL, UTILITY OR

SIMILAR APPURTENANCES ARE ONLY PERMITTED

ADJACENT TO REQUIRED STALL AREAS IF

THE REQUIRED WIDTH OF THE STALL IS
INCREASED AT LEAST SIX (6) INCHES
1' - 6"
2' - 0"
12' - 0" 5' - 0" VAN. 9' - 0"
4" WIDE STRIPE

TYPICAL
0' - 5"
4" WIDE STRIPE

TYPICAL
0' - 4"
DRIVE
AISLE
0' - 9"
EQ EQ
TYP
3 .
'-0" 4" WIDE

PAINTED(GREEN)
3'-0" O.C. AT 45

DEGREE ANGLE AT

LOADING ZONE

NO PARKING
0' - 4"
10"

EV CHARGING
ONLY
EQ EQ

EV CHARGING
ONLY

STANDARD ACCESSIBLE

EVCS STALL

VAN ACCESSIBLE

EVCS STALLS
FUTURE LETTERS "EV CHARGING ONLY"
12INCHES HIGH MIN, CENTERLINE OF
THE TEXT SHALL BE A MAXIMUM 6

INCHES FROM THE CENTERLINE OF THE

VEHICLE SPACE
PER CBC 11B-812.9

LOCATE EV CHARGER TO

PLACE WHERE CABLE REACHABLE,
PER MFG & 11B-812.10

CLEAR FLOOR
SPACE

FUTURE EVCS

IDENTIFICATION SIGN,
MINUMUM AREA 70 Sq.in,
CBC 11B-812.8

ACCESSIBLE ROUTE
@ AISLES LESS
THAN 28'-0" WIDE
9"
10"
4' - 0"
2' - 6"

FUTURE CHARGING CABLE

OBSTRUCTION AS

OCCURS PER PLANS
* ONE IN EVERY 25 EV SPACES, BUT NOT LESS THAN ONE, SHALL ALSO HAVE AN 8-FOOT WIDE MINIMUM AISLE. A 5- FOOT WIDE MINIMUM AISLE SHALL BE PERMITTED PROVIDE THE MINIMUM WIDTH OF THE EV SPACE IS 12 FEET.

DEFINITION:

- OFF-BOARD CHARGING EQUIPMENT USED TO CHARGE
AN ELECTRIC VEHICLE.
- A SPACE INTENDED FOR FUTURE INSTALLATION OF EV

CHARGING EQUIPMENT AND CHARGING OF ELECTRIC
VEHICLES.
- ONE OR MORE ELECTRIC VEHICLE CHARGING SPACES

SERVED BY ELECTRIC VEHICLE CHARGER(S) OR OTHER

CHARGING EQUIPMENT ALLOWING CHARGING OF
ELECTRIC VEHICLES. ELECTRIC VEHICLE CHARGING
STATIONS ARE NOT CONSIDERED PARKING SPACES.
- THE CONDUCTORS, INCLUDING THE UNGROUNDED,

GROUNDED, AND EQUIPMENT GROUNDING

CONDUCTORS AND THE ELECTRIC VEHICLE

CONNECTORS, ATTACHMENT PLUGS AND ALL OTHER

FITTINGS, DEVICES, POWER OUTLETS, OR APPARATUS

INSTALLED SPECIFICALLY FOR THE PURPOSE OF

TRANSFERRING ENERGY BETWEEN THE PREMISES
WIRING AND THE ELECTRIC VEHICLE.

ELECTRIC VEHICLE (EV) CHARGER

ELECTRIC VEHICLE CHARGING SPACE (EV SPACE)

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE)

ELECTRIC VEHICLE CHARGING STATION (EVCS)
NOTES:

1. NEW CONSTRUCTION SHALL COMPLY WITH 2019 CGBC
SECTION 4.106.4.1, 4.106.4.3, TO FACILITATE FUTURE
INSTALLATION AND USE OF EV CHARGERS. ELECTRIC

VEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE

INSTALLED IN ACCORDANCE WITH THE CALIFORNIA
NOTES: ELECTRICAL CODE, ARTICLE 625. 1. SEE ADDITIONAL NOTES AT DETAIL OF

ACCESSIBLE PARKING STALL

2. SEE 2019 CBC 11B-812, 11B-228.3

3. WHERE FOUR OR FEWER TOTAL EVCS
ARE PROVIDED. IDENTIFICATION WITH AN

INTERNATIONAL SYMBOL OF
ACCESSIBILITY SHALL NOT BE REQUIRED.

CBC 11B-812.8.1.
4" WIDE STRIPE

TYPICAL
EQ EQ

EV CHARGING
ONLY
9"
9' - 0" 9' - 0" 10"
EQ EQ

EV CHARGING
ONLY

STANDARD EVCS STALL

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

O F E T AT S
C
JOHNNY C. LU
C-30396
6/30/2023
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.

Job No.:

Drawn:

Checked:

BID Date:TAG design works
411 EAST HUNTINGTON DRIVESUITE 308
ARCADIA, CALIFORNIA 91006
PHN: (626) 446-5300
SHEET #
SHEET TITLE: 200 N. CABRILLO, SANTA ANA, CA 92701 ARCHITECT: PROJECT ADDRESS: THE MADISON 3/28/2022 DD SET
4/22/2022 100% DD
1ST BUILDING DEPT SUBMITTAL 05-31-2022
5/31/2022 1ST PLAN CHECK
Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt

GARAGE &

GENERAL

PARKING

DETAILS
1/4" = 1'-0" 1 A7.23
PARKING - TYP. ACCESSIBLE STALL
3/16" = 1'-0" 2

PARKING - TYPICAL STALL
1/4" = 1'-0" 3

PARKING - TYPICAL EVCS STALL
Date Issues / Revisions:

City Council 22 – 121 12/6/2022
INTERIOR SIDE 1-LAYER 5/8" TYPE "X" GYPSUM
BOARD.

INSULATION PER SCHEDULE
FIRE RATING: ONE HOUR
STC: SEE ACOUSTICAL REPORT
ASSEMBLY: CBC TABLE 721.1(2) ITEM 15-1.3

RATED ASSEMBLY

FIRE RETARDANT TREATED SHEATHING
(WHERE OCCURS) O/ MIN. 2x6 FIRE RETARDANT

TREATED STUD FRAMING PER STRUCTURAL

PLANS AT TYPE III CONSTRUCTION PER CBC
602.3
EXTERIOR SIDE 7/8" CEMENT PLASTER, 1:4 FOR
SCRATCH COAT AND 1:5 FOR BROWN COAT, BY

VOLUME, CEMENT TO SAND O/ WRB PER WP

DRAWINGS
INT. EXT.

NOTE: WHERE WASTE AND WATER SUPPLY PIPING IS

REQUIRED IN INTERIOR PARTITION WALLS THE

PARTITION WALL SHALL BE CONSTRUCTED WITH THE
FOLLOWING REVISIONS :

1. 2X4 STUDS ON A 2X8 PLATE OR DOUBLE 2X WALLS.

SEE PLANS

2. ONE LAYER OF BATT INSULATION FRICTION FIT
BETWEEN THE STUDS WHERE PIPING OCCURS.

3. AT SOUND SENSITIVE AREAS PROVIDE BATT

INSULATION FRICTION FIT BETWEEN STUDS
MINIMUM 2X4 WOOD STUDS MAXIMUM 24" O.C. WITH 5/8"
TYPE "X" GYPSUM BOARD APPLIED VERTICALLY OR

HORIZONTALLY TO EACH SIDE OF WOOD STUDS &
NAILED w/ 6d COOLER OR WALLBOARD NAILS AT 7" O.C.

WITH END JOINTS ON NAILING MEMBERS. STAGGER
JOINTS EACH SIDE. SEE STRUCTURAL FRAMING,
SEGMENT AND ENLARGED UNIT PLANS FOR SIZES.

NOTE:

APPLY WOOD STRUCTURAL PANELS PER

STRUCTURAL DRAWINGS TO STUDS PRIOR TO

APPLICATION OF FINISHES
SEE SHEET FOR PENETRATION DETAILS Ax.xx
- FIRE RATING: ONE HOUR
STC: NA
ASSEMBLY: CBC TABLE 721.1(2) 14-1.3
INSULATION PER SCHEDULE.

FIRE RATING: TWO HOUR
STC: NA
ASSEMBLY: CBC TABLE 721.1(2) 15-1.6

RATED ASSEMBLY
2" X 6" FIRE-RETARDANT-TREATED WOOD STUDS 16"
ON CENTER.

FIRE RETARDANT SHEATHING WHERE OCCURS
INTERIOR FACE HAS TWO LAYERS OF 5/8" TYPE X

GYPSUM WITH THE BASE LAYER PLACED VERTICALLY
AND ATTACHED WITH 6D BOX NAILS 12" ON CENTER.

THE FACE LAYER IS PLACED HORIZONTALLY AND
ATTACHED WITH 8D BOX NAILS 8" ON CENTER AT
JOINTS AND 12" ON CENTER ELSEWHERE.

THE EXTERIOR FACE HAS A BASE LAYER OF 5/8"

TYPE X GYPSUM SHEATHING PLACED VERTICALLY
WITH 6D BOX NAILS 8" ON CENTER AT JOINTS AND 12"
ON CENTER ELSEWHERE. AN APPROVED BUILDING

PAPER IS NEXT APPLIED, FOLLOWED BY SELF- FURRED EXTERIOR LATH ATTACHED WITH 2 1/2", NO. 12 GAGE GALVANIZED ROOFING NAILS
WITH A 3/8" DIAMETER HEAD AND SPACED 6" ON
CENTER ALONG EACH STUD.

CEMENT PLASTER CONSISTING OF A 1/ 2" BROWN
COAT IS THEN APPLIED. THE SCRATCH COAT IS
MIXED IN THE PROPORTION OF 1:3 BY WEIGHT,
CEMENT TO SAND WITH 10 POUNDS OF HYDRATED
LIME AND 3 POUNDS OF APPROVED ADDITIVES OR
AD MIXTURES PER SACK OF CEMENT. THE BROWN
COAT IS MIXED IN THE PROPORTION OF 1:4 BY

WEIGHT, CEMENT TO SAND WITH THE SAME

AMOUNTS OF HYDRATED LIME AND APPROVED

ADDITIVES OR ADMIXTURES USED IN THE SCRATCH
COAT.

NOTE: APPLY WOOD STRUCUTRAL PANEL

PER STRUCTURAL DRAWINGS TO STUDS
PRIOR TO APPLICATION OF FINISHES.

INT. EXT.

TWO LAYERS 1"X24" . PROPRIETARY TYPE X

GYPSUM PANELS INSERTED
BETWEEN 2" FLOOR AND
CEILING RUNNERS WITH 2"

STEEL H STUDS BETWEEN

ADJACENT PAIRS OF
GYPSUM PANELS. 2"

MINERAL FIBER
INSULATION, 3.0 pcf,

APPLIED OVER EACH SIDE

AND STAPLED TO GYPSUM
PANELS. (NLB)

WOOD STRUCTURAL PANELS,

SEE STRUCTURAL DRAWINGS

EXTERIOR CEMENT PLASTER

PER SPECIFICATIONS WHERE

OCCURS, SEE BUILDING
PLANS.

FIRE RATING: THREE HOUR
STC:

ASSEMBLY: GA FILE NO. ASW 2600
6" RATED ASSEMBLY
2X6 WOOD STUD AT

EXTERIOR LOCATIONS
1' - 2 3/4"

1. STUD SIZES INDICATED ON THE FLOOR PLANS BY HATCH PATTERNS AND/OR KEYNOTES ARE PROVIDED TO SHOW DESIGN INTENT. REFER TO STRUCTURAL DRAWINGS FOR STUD SIZE, SPACING AND SHEAR WALL LOCATIONS.

2. REFER TO RATED ASSEMBLIES FOR DETAILED CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR SHALL KEEP A COPY OF ALL THE RATED ASSEMBLY REPORTS AT THE JOB SITE TRAILER FOR REFERENCE.

3. REFER TO ACOUSTIC REPORT BY ACOUSTICAL CONSULTANT FOR ADDITIONAL WALL REQUIREMENTS.

4. WHERE A SUBSTITUTION TO THE RATED ASSEMBLY NOTED IN THE CONSTRUCTION DOCUMENT IS PROPOSED, A

COMPLETE SUBSTITUTION PACKAGE CONTAINING A TESTED, APPROVED ALTERNATE ASSEMBLY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN BUILDING DEPARTMENT APPROVAL AND TO COORDINATE ANY ADJUSTMENT REQUIRED BY SAID SUBSTITUTION.

5. REFER TO SHEET AX.XX FOR PENETRATION DETAILS.

6. REFER TO SHEET AX.XX FOR DEMISING WALL DETAILS.

7. REFER TO AND AND WATERPROOFING DETAILS FOR EXPANSION JOINT AND PLASTER SCREEDS.

8. PER CBC SECTION 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR

ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:

1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.

2. BE LOCATED WITHIN 15 FEET (4572 mm) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144 mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND

3. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 mm) IN HEIGHT WITH A MINIMUM 3/8 INCH (9.5 mm) STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL OPENINGS," OR SIMILAR WORDING.

EXCEPTION: WALLS IN GROUP R-2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE.

9. APPLY SHEATHING TO STUDS PER STRUCTURAL DRAWINGS PRIOR TO APPLICATION OF FINISHES.

10. U.N.O., SEE SPECIFICATIONS FOR QUALITY, COMPOSITION AND APPLICATION OF EXTERIOR CEMENT PLASTER.

← All documents from this meeting