Agenda packet — Santa Ana City Council, November 21, 2023 (part 9 of 11)

8/22/2023
Exhibit D
City Council 31 – 58 11/21/2023
Administrative Procedures Manual:

Rental Residential Development

Page 2 ends

8/22/2023
City Council 31 – 59 11/21/2023

EXHIBIT E

NOTICE OF AFFORDABILITY RESTRICTIONS ON TRANSFER OF PROPERTY NOTICE IS HEREBY GIVEN that the CITY OF SANTA ANA, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California, has entered into a Density Bonus Agreement with P & P Bros Corp., a California Corporation (“Property Owner”). The Density Bonus Agreement imposes income and affordability covenants on a twenty two (22) unit affordable housing development project (“Project”) located at 322 N. Harbor Boulevard, Santa Ana, Orange County, Assessor’s Parcel Number 198051-17, and further described in the legal description provided in Exhibit A to the Density Bonus Agreement.

The Density Bonus Agreement was recorded as Document/Instrument Number [TO BE INSERTED], and shall remain in effect until fifty five (55) years from the date a certificate of occupancy is issued for all units in the Project. Among other things, the Density Bonus Agreement requires as follows: (a) two (2) one-bedroom units (the “Affordable Units”) shall be restricted for occupancy to a household that qualifies as a “Very-Low Income Tenant,” which is defined to mean a household whose income does not exceed fifty (50%) of the area median income for the Orange County, California PMSA, adjusted for household size, and (b) the rent for the Affordable Unit shall not exceed one-twelfth (1/12) of the product of thirty percent (30%) times fifty percent (50%) times the Median Income for Orange County, as adjusted to reflect a reasonable utilities allowance.

In the event the Property Owner wishes to sell or transfer the Project during the Affordability Period, the City and the Property Owner shall execute and deposit into escrow this Notice of Affordability Covenants on Transfer of the Property. The sale or transfer of the Property shall not be effective unless and until the City and transferee execute the documents necessary to transfer the Density Bonus Agreement obligations from the Property Owner to the transferee.

This Notice of Affordability Covenants on Transfer of the Property in no way modifies the provisions of the Density Bonus Agreement. In the event of any conflict between this Notice of Affordability Covenants on Transfer of the Property and the Density Bonus Agreement, the terms of the Density Bonus Agreement shall prevail.

IN WITNESS WHEREOF, the Parties hereto have duly executed this Notice of Affordability Restrictions on Transfer of Property as of the dates set forth below. [Signatures on Following Pages]
City Council 31 – 60 11/21/2023

SIGNATURE PAGE
TO

NOTICE OF AFFORDABILITY RESTRICTIONS ON TRANSFER OF PROPERTY CITY:

CITY OF SANTA ANA
A California Charter City and Municipal
Corporation
By: _______________________
Name: Kristine Ridge
Its: City Manager_____________
Date: ________________________
APPROVED AS TO LEGAL FORM:

By: ________________________

City Council 31 – 61 11/21/2023

SIGNATURE PAGE
TO

NOTICE OF AFFORDABILITY RESTRICTIONS ON TRANSFER OF PROPERTY PROPERTY OWNER:

P & P Bros Corp
A California Corporation
By:_______________________
Name: Thao Lisa Vu
Its:

Date: ________________________
City Council 31 – 62 11/21/2023

2. SITE PLAN REVIEW NO. 2023-02 AND DENSITY BONUS AGREEMENT NO. 2023-02 FOR THE PROPERTY LOCATED AT 322 NORTH HARBOR

BOULEVARD LOCATED IN THE CORRIDOR (CDR) LAND USE DISTRICT

WITHIN THE HARBOR MIXED USE TRANSIT CORRIDOR SPECIFIC PLAN (SP2)
Project Applicant: The Jager Company, Ltd. (Applicant) on behalf of P&P Bros Corp. (Property Owner)
Proposed Project: Applicant is requesting approval of Site Plan Review (SPR) No. 2023- 02 and Density Bonus Agreement (DBA) No. 2023-02 to allow the construction of a rental residential development consisting of twenty-two apartment units, with two units proposed as affordable to very low-income household earning less than 50-percent of the area median income (AMI).

Environmental Impact: Pursuant to the California Environmental Quality Act (CEQA) and the CEQA Guidelines, the project is exempt from further review. Categorical Exemption ER No. 2022-12 will be filed for this project.

Recommended Action:
• Adopt a resolution approving Site Plan Review No. 2023-02 and Density Bonus Agreement (DBA) No. 2023-02 as conditioned.

City Council 31 – 63 11/21/2023
Planning and Building Agency
Item # 2
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Planning Commission Staff Report
September 25, 2023
Topic: Residential Development at Site Plan Review No. 2023-02 and Density Bonus Agreement No. 2023-02 (322 N. Harbor Blvd.)

RECOMMENDED ACTION

1. Adopt a resolution approving Site Plan Review No. 2023-02 as conditioned.

2. Adopt a resolution approving Density Bonus Agreement No. 2023-02 as conditioned.

EXECUTIVE SUMMARY
The Jager Company, Ltd. (applicant), on behalf of P&P Bros Corp. (property owner), is requesting approval of site plan review (SPR) No. 2023-02 and density bonus agreement (DBA) No. 2023-02 to allow the construction of a rental residential development consisting of twenty-two apartment units, with two units proposed as affordable to very low-income households earning less than 50-percent of the area median income (AMI), on a 0.34-acre site located at 322 North Harbor Boulevard. As proposed, the project requires review and approval of an SPR as the development would be over three stories in height. In addition, the project will utilize waivers from development standards and/or development concessions through the density bonus agreement pursuant to California Government Code sections 65915 through 65918 and Santa Ana Municipal Code (SAMC) Section 41-1600 through 41- 1607. Moreover, the project requires approval by the Planning Commission and City Council for a density bonus to allow up to 64.71 dwelling units per acre (du/ac). The request satisfies the purpose and intent of the Harbor Mixed Use Corridor Specific Plan (SP2) to provide additional affordable housing stock to an underserved segment of the region’s population.

As a result, staff recommends approval of the SPR and DBA.

DISCUSSION
Table 1: Project and Location Information
Item Information
Project Address and Council Ward 322 N. Harbor Blvd. – Ward 1 Nearest Intersection North Harbor Boulevard and West Fifth Street General Plan Designation Urban Neighborhood-Medium High (UN-50) 9/25/2023
Planning Commission 2 – 1 City Council 31 – 64 11/21/2023 SPR No. 2023-02 and DBA No. 2023-02 (322 N Harbor Blvd.) September 25, 2023

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Project Description
The project includes the construction of a new four-story residential building with flats consisting of twenty-two apartment units, 3,377 square feet of open space, twenty-two parking spaces, and five bicycle spaces. The residential development will include eighteen one-bedroom units, four two-bedroom units, a fitness room, and a community room/leasing office. Each of the twenty-two units will contain full kitchens, bedrooms, bathrooms, and open/common (living) areas, and private decks. Of the total units in the development, two units are proposed to be affordable to very low-income households earning less than 50-percent of the area median income (AMI), which is currently set at $71,750, adjusted for a four-person household size, as published by California Department of Housing and Community Development (HCD).

The project features a contemporary architectural style similar to many multiple-family or mixed-use residential communities under construction in the region and is complementary to the emerging architectural style in the Specific Plan area. The overall design, massing, features, and materials of the new construction will be compatible with, but differentiated from the existing neighborhood. The contemporary architectural style would include synthetic exterior board siding, stucco finishes, vinyl frame windows, metal railings for proposed decks, wood framed awnings, split-face CMU walls, and high-quality architectural detailing. Moreover, the structure is designed to fully screen all mechanical equipment within the structure and parapet walls. Overall, the project will include a design and solid construction materials that will ensure that the project ages well for the duration of the building’s lifetime.

Density Bonus
The California Density Bonus law allows developers proposing five or more residential units to seek increases in base density for providing on-site housing units in exchange for providing affordable units on site. To help make constructing on-site affordable units Zoning Designation Corridor (CDR) district within the Harbor Mixed Use Corridor Specific Plan (SP2)
North Commercial
East Vacant
South Commercial
Surrounding Land Uses
West Multi-Family Residential
Property Size 0.34-acres (14,824 square feet)
Existing Site Development The site is currently developed with a 1,495 square-foot single story commercial building.

Use Permissions Multi-Family Residential (permitted under Corridor district within SP2)
Uses Article XVI.I (Density Bonus); CDR,
Table 3-2. Permitted Uses Zoning Code Sections Affected Development Standards
CDR, Tables 3-3 through 3-9.
9/25/2023
Planning Commission 2 – 2
City Council 31 – 65 11/21/2023
SPR No. 2023-02 and DBA No. 2023-02 (322 N Harbor Blvd.) September 25, 2023

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feasible, the law allows developers to seek up to three incentives/concessions and an unlimited number of waivers that facilitate production of units, which are essentially variances from development standards that would help the project be built without significant burden and without detriment to public health. The first version of the Density Bonus Law was adopted in 1979 and has since been amended at various times. In early 2017, the law was amended to restrict the ability of local jurisdictions to require studies to “justify” the density bonus and requested incentives/waivers and places the onus on local jurisdictions to prove that the incentives/concessions or waivers are not financially warranted.

Pursuant to the California Density Bonus law, a project’s affordability level is determined by dividing the number of proposed affordable units by the allowable “base” density (i.e., 50 du/ac). Moreover, the State density bonus law states that units added by a density bonus are excluded from the calculations. As outlined by Table 2 below, the base density for the

0.34-acre site at 50 du/ac is 17 units. Of the total units in the development, two units are proposed to be affordable to very low-income. Therefore, the project would have an elevenpercent affordability rate. As such, State density bonus law allows the developer to request a maximum density bonus of 35-percent.

Due to the project’s eleven-percent affordability rate, the developer can seek two density bonus concessions and unlimited waivers that assist with production of the units onsite, pursuant to Section 65915 et al. of the California Government Code (Density Bonuses and Other Incentives). In addition, California Assembly Bill No. 2345, approved September 28, 2020, revised the State Density Bonus Law originally adopted in 1979 to provide additional benefits for projects that include qualifying affordable housing. Pursuant to Section 65915 et al. of the California Government Code, the developer is requesting a 35-percent density bonus. As such, the maximum unit yield for the 0.34-acre site using the most “intense” building type allowed in CDR and the State density bonus is twenty-three units, as outlined in Table 2. However, the applicant is proposing to develop twenty-two units on the site.

Table 2: Density Bonus Calculation
Affordable Unit – 11% (2 units)* Density Bonus Calculation Units Allowed Base Density - Stacked Dwelling Building type
(most “intense” type allowed in CDR) 0.34 acres x 50 du/ac 17 Units** 35-Percent State Density Bonus (17 units x 0.35) +6 Units** Total Units Allowed 23 Units
Total Units Proposed 22 Units
*Affordable unit percentage is calculated excluding units added by a density bonus. **AB 2501 states that any density calculations resulting units shall be rounded up to the next whole number. Applies to: Number of affordable units required to be eligible for the density bonus; Base density (i.e. the number of affordable units in the base project); and Eligible bonus units.

The purpose of the State’s Density Bonus Law is to encourage the development and availability of affordable housing by requiring the inclusion of affordable housing units within new developments. Pursuant to California Government Code sections 65915 (d)(1) and 65915 (e)(1), a local jurisdiction is limited in its ability to deny requested concessions and 9/25/2023
Planning Commission 2 – 3
City Council 31 – 66 11/21/2023
SPR No. 2023-02 and DBA No. 2023-02 (322 N Harbor Blvd.) September 25, 2023

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waivers and is preempted from denying the Density Bonus Agreement application. Although the City has analyzed the project and has identified several areas of concern, the conditions of approval proposed for the project are intended to address any of the project’s potential impacts. Table 3 outlines the incentives/concessions and waivers requested by the applicant.

Table 3: Requested Incentives/Concessions
SP2 Standard Requirement Provided
Open Space –
Minimum Common
Open Space
(Stacked Dwelling
building type)
• Common Open Space - 15% of lot
(2,224 square feet)
SP-2, Table 3-9. Onsite Open Space
Requirements
• Common Open Space - 5% of lot
(800 square feet)
Requires Concession (1 of 2), Cal.

Gov’t Code Sec. 65915 (d)(1)(2)(B)
Building Frontage
Type and Floor
Height
• Requires building to provide a
Frontage Type identified.

SP-2, Table 3-4. Frontage Floor
Height Minimums and Districts
• Proposed design does not provide a
frontage consistent with the SP2.

Requires Concession (2 of 2), Cal.

Gov’t Code Sec. 65915 (d)(1)(2)(B)
Lot Size/Width
(Stacked Dwelling
building type)
• Lot width required for Stacked
Dwellings is between 125 feet and
200 feet.

SP2, Table 3-3. Building Type and
Form
• Existing lot width is 100 feet
Requires Waiver, Cal. Gov’t Code
Sec. 65915 (e)(1)
Onsite Open Space
(Stacked Dwelling
Type)
• Minimum 2/3 of open space is
required to be open to the sky
(1,482 square feet)
• Designed as courtyard of forecourt.

SP-2, Table 3-9. Onsite Open Space
Requirements
• 800 square feet of open space
provided that is open to sky,
deficient 682 square feet; does not
meet definition of courtyard or
forecourt
• Open space that is open to the sky
is design as a deck
Requires Waiver, Cal. Gov’t Code
Sec. 65915 (e)(1)
Onsite Parking
In addition, the site is parked in compliance with California Government Code 65915 (p)(2)(A) and provides twenty-two total surface parking spaces or one space per unit. Per the California Density Bonus Law, a jurisdiction cannot impose a vehicular parking ratio that exceeds 0.5 spaces per unit, inclusive of handicapped and guest parking, when the development includes a minimum of eleven-percent very low-income units, is located within one-half mile of a major transit stop, and when there is unobstructed access to the major transit stop from the development. At one space per unit, the proposed development exceeded the minimum required parking ratio by 0.5 space per unit.

Analysis of the Issues
Density Bonus Agreement
9/25/2023
Planning Commission 2 – 4
City Council 31 – 67 11/21/2023
SPR No. 2023-02 and DBA No. 2023-02 (322 N Harbor Blvd.) September 25, 2023

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Pursuant to Section 41-1607 of the SAMC, an application for a density bonus agreement is required to be approved by the Planning Commission for any project containing “deviations” (incentives/concessions and/or waivers). The Planning Commission’s review of the density bonus agreement is based on the following findings:

1. The proposed development will materially assist in accomplishing the goal of providing affordable housing opportunities in economically balanced communities throughout the city.

2. The development will not be inconsistent with the purpose of the underlying zone or applicable designation in the general plan land use element.

3. The deviation is necessary to make it economically feasible for the applicant to utilize a density bonus authorized for the development pursuant to section 41- 1603.

Table 4: Analysis of the Requested Incentives/Concessions (2) and Waivers (2) Standard Analysis
Minimum Common Open
Space Requirement
Table 3-9 (Onsite Open Space Requirements) in the Harbor Mixed-Use Transit Corridor Plan (SP2) requires a minimum of 15% of the lot size to be provided as common open space or plaza space.

As proposed, the project provides 5 percent common open space or 800 square feet in the form of a common open deck on the second floor. Strict adherence to this common open space requirement would result in a reduction in the number of units that can be provided in the overall project, thus reducing the applicant’s ability to achieving the full 35-percent density bonus to which the applicant is entitled under State Housing Law and affecting the feasibility to construct the project. In order to provide the required common open space and maintain the current proposed unit count, the developer would be required to construct additional floor levels, which would exceed the maximum allowable height as part of the Harbor Mixed Use Transit Corridor Plan (SP-2), and would further increase development costs making the project economically infeasible. To help alleviate the common open space deficiency, the project proposes a 1,477-square-foot community room, a separate fitness room, and an average of 50 square feet of private open space per unit (1,100 square feet total), through use of private balconies/decks for each unit.
9/25/2023
Planning Commission 2 – 5
City Council 31 – 68 11/21/2023
SPR No. 2023-02 and DBA No. 2023-02 (322 N Harbor Blvd.) September 25, 2023

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Building Frontage Type
and Floor Height
Table 3-4 (Frontage Floor Height Minimums and Districts) of the SP2 indicate that arcade, gallery, shop front, forecourt, stop, and front yard/porch are the six allowed frontage types. As proposed, the project does not identify a frontage type that is consistent with SP2.

Additionally, adherence to the frontage and floor height minimum requirements would be economically infeasible, as it would require additional cost to provide the materials required for the allowed frontage types.

Lot Size/Width (Stacked
Dwelling building type)
Table 3-3 (Building Type and Form) of the SP2 required Stacked Dwellings to have the minimum lot size dimensions of 130 feet deep and 125-200 feet wide. As proposed, the project is located in a lot with the lot size dimensions of 148.25 feet deep and 100 feet wide.

The proposed development is located on an existing lot surrounded by existing commercial and residential development. Specifically, the project is abutting an apartment complex that was first constructed in 1986 to the west and commercial buildings that were constructed in 1962 to the north and south. In order to comply with lot width standards, the developer would be required to purchase a lot to the north or south and demolish the existing development on either site. This would result in increasing costs and would make the project infeasible. Moreover, the development site and adjacent properties all have smaller than average lot widths, compared lots along north Harbor Boulevard. These lots range in lot depth and width, but most exceed 200 feet in lot width. In comparison, the site would have a lot width and depth of 148.25 feet deep and 100 feet wide, with a deviation of 25 feet for the minimum required lot width. Although the site has a deviation of 25 feet in the lot width, the applicant’s stacked dwelling building design still accomplishes the intention of the SP2 by providing a compatible design and balanced composition of massing on the project site, with appropriate interior floor area and individual unit sizes.

Onsite Open Space
(Stacked Dwelling
building type)
Pursuant to the Open Space Standards in SP2, the total onsite open space open to the sky must be two-thirds and designed as a courtyard or forecourt.

Based on the lot size for the proposed project, the total onsite open space open to the sky should be 1,482 square feet and designed as a courtyard or forecourt. As proposed, the project will have an 800 square-foot deck.

As proposed, the project provides 800 square feet of open space that is designed as a deck open to the sky. The deck will be furnished, landscaped, and connected to the interior 1,477-square-foot community room. The proposed configuration would provide a contiguous 2,277 square feet of open space. Strict adherence to the two-thirds requirement would lead to the elimination of two or more units, which would affect the feasibility to construct the project. In order to maintain the current proposed unit count, the developer would be required to construct additional floor levels or required to provide underground parking, which would further increase development 9/25/2023
Planning Commission 2 – 6
City Council 31 – 69 11/21/2023
SPR No. 2023-02 and DBA No. 2023-02 (322 N Harbor Blvd.) September 25, 2023

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When analyzed cumulatively, the requested concessions and waivers could be avoided if the project were designed on a different site or using a different site plan. If the project were designed on a larger site with a multi-level parking and/or subterranean parking structure, or if the applicant used different building materials to construct a taller project on a larger site, additional area on site would become available to provide the open space requirements and the allowed building frontage type. However, these changes would increase development costs, resulting in the housing project becoming financially infeasible due to the significantly increased financial implications of an alternative construction type compared to the relatively smaller scale of the project. In addition, these changes would reduce the number of units that could be constructed on the site and therefore eliminate the affordable housing units that would result from the project.

In addition, the changes would increase development costs and reduce the financial feasibility of redeveloping the site, resulting in the affordable housing project becoming financially infeasible due to the significantly increased financial implications. Lastly, the proposed deviations are necessary to make the project economically feasible for the applicant to utilize a density bonus authorized for the development pursuant to Section 41- 1603 of the SAMC.

Site Plan Review
Pursuant to Chapter 3 (Land Use Plan and Development Standards) of the SP2, any structure that exceeds three (3) stories in height is subject to discretionary review and approval of a site plan review (SPR) by the Planning Commission, for compliance with the SP2. Planning staff has reviewed the project for compliance with the SP2 and all applicable development standards and City design guidelines. As proposed, the development would meet all required SP2 development standards and City design guidelines, with exception of the requested concessions and waivers identified as part of the density bonus agreement analysis (i.e., minimum common open space, building frontage and floor height, lot width, and onsite open space requirements).

The proposed development will incorporate residential units that are in close proximity to the corridor, which will increase street presence and create new activity throughout the day.

It would also add further visibility along the street, contributing to an improved sense of community and safety. As a result, the proposed project will bring a safer and more vibrant atmosphere for corridor users. Moreover, the proposed project will be compatible with adjacent development and achieve the design and development principles outlined in SP2.

As previously mentioned, the project features a contemporary architectural style similar to many multiple-family or mixed-use residential communities under construction in the costs and make the project financially infeasible. Moreover, due to the site’s limited size, the project proposed podium level parking, and the residential units stacked above the podium parking. Creating a courtyard or forecourt, would result in the project reducing the number of units by two or more in order to adhere to the open space standards.
9/25/2023
Planning Commission 2 – 7
City Council 31 – 70 11/21/2023
SPR No. 2023-02 and DBA No. 2023-02 (322 N Harbor Blvd.) September 25, 2023

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Specific Plan area and the region. The overall design, massing, features, and materials of the new construction will be compatible with, but differentiated from the existing neighborhood. Furthermore, the City’s Development Review Committee (DRC) has reviewed the project and finds that it is in compliance with the majority of development standards contained within SP2, with the exception of the noted request for concessions/incentives and waivers to allow deviation from the code requirements aforementioned.

General Plan Consistency
The proposed project is located in the Urban Neighborhood-Medium High (UN-50) land use designation of the General Plan, which allows for development of semi-urban villages that are well connected to schools, parks, and shopping centers. Additionally, projects in the UN50 are in areas that are accessible by multiple modes of transportation, have lively and pedestrian-friendly streetscapes and are designed to foster community interaction. The land use designation allows a mix of uses, including medium and medium-high density apartments, townhomes, garden- or motor-court homes, and neighborhood- serving commercial. Moreover, approval of the SPR will be consistent with the goals and policies of the General Plan.

Specifically, goals 1, 3, and 4 of the Land Use Element. Goal 1 of the Land Use Element (LU) encourage responsible growth by providing a land use plan that improves the quality of life and respects the existing community. Policy 1.1 of the LU asks that new projects foster compatibility between land uses to enhance livability and promote healthy life styles. Policy

1.2 and 1.5 of the LU encourage innovative development policies to expand homeownership opportunities at all income levels and quality infill residential development that provide a diversity of housing type for all income levels and age groups. Policy 1.8 of the LU encourages development tradeoff to ensure that new development project provide a net community benefit. Goal 3 of the LU encourages the preservation and improvement of the character and integrity of the existing neighborhoods and districts. Policy 3.1 of the LU supports new development that provides a net community benefit and contributes to the neighborhood character and identity. Goal 4 supports a sustainable Santa Ana through improvements to the built environment. Policy 4.1 of the LU encourages the promotion of complete neighborhoods by encouraging a mix of complementary uses, community services, and people places within a walkable area. Lastly, Policy 4.6 supports diverse and innovative housing types that improve living conditions and promote a healthy environment.

Approval of the requested entitlements would contribute towards the City’s rental housing stock to serve the needs of diverse and underserved populations. Moreover, the construction of this project will contribute toward an economically balanced community by providing housing for different demographic and income levels in an area rich with employment opportunities, commercial development, and market-rate housing. Lastly, approval of the requested entitlements would promote residential development, 9/25/2023
Planning Commission 2 – 8
City Council 31 – 71 11/21/2023
SPR No. 2023-02 and DBA No. 2023-02 (322 N Harbor Blvd.) September 25, 2023

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enhanced/healthy life styles, and would contribute to the net community benefit by improving the corridor along Harbor Boulevard.

Affordable Housing Opportunity and Creation Ordinance (AHOCO) The proposed development is subject to the requirements of the City’s Affordable Housing Opportunity and Creation Ordinance (AHOCO), which requires rental unit developments to provide a minimum number of affordable units, depending on the proposed affordability level (i.e., low-income, very low-income, extremely low-income, or a combination). In this case, the developer is proposing to provide very low-income units. Pursuant to the AHOCO, the applicant is required to provide ten percent (10%) very low-income onsite affordable units.

Therefore, two very low-income units would be required to be provided onsite to be rented for occupancy, or held vacant and available for immediate occupancy, by very low-income tenants.

The developer is proposing to satisfy the AHOCO by providing two onsite rental units for rent to very low-income tenants. These units will be dispersed throughout the community and will each contain one bedroom and will be approximately 633 square feet in size (gross area), with a 50-square-foot deck. The developer’s Inclusionary Housing Plan has been reviewed and approved by the City’s Housing Division, which determined the unit type to be restricted as affordable (i.e., one-bedroom) based on the breakdown of total unit types proposed (e.g., 18 one-bedroom units proposed).

Public Notification and Community Outreach
Project notifications were posted, published, and mailed in accordance with City and State regulations. Copies of the public notice, including a 1,000-foot notification radius map, and the site posting are provided in Exhibit 12. In addition, staff contacted the provided contacts for the Riverview West and Santa Anita Neighborhood Associatione to ensure they were aware of the project and public hearing. At the time this report was printed, no issues of concern were raised regarding the proposed development.

ENVIRONMENTAL IMPACT
Pursuant to the requirements of the California Environmental Quality Act (CEQA), an Environmental Impact Report (EIR) was prepared and certified in 2014 in order to address the potential environmental impacts associated with the Harbor Mixed Use Corridor Specific Plan. A mitigation monitoring and reporting program (MMRP), findings of fact, and a statement of overriding consideration were adopted with the 2014 EIR.

As proposed, the development is not anticipated to have additional environmental impacts not addressed in the 2014 EIR. Therefore, no additional environmental review will be required. Based on this analysis, a Notice of Exemption, Environmental Review No. 2022- 12 will be filed for this project. However, all applicable mitigation measures in the original 9/25/2023
Planning Commission 2 – 9
City Council 31 – 72 11/21/2023
SPR No. 2023-02 and DBA No. 2023-02 (322 N Harbor Blvd.) September 25, 2023

Page 10 ends

EIR and associated MMRP will be enforced. The 2014 Harbor Mixed Use Plan EIR and MMRP have been provided as Exhibit 11 for reference.

EXHIBIT(S)

1. Resolution Approving SPR No. 2023-02 as conditioned

2. Resolution Approving DBA No. 2023-02 as conditioned

3. Vicinity Zoning and Aerial View

4. Site Photos

5. Site Plan

6. Unit Floor Plans

7. Building Elevations

8. Conceptual Rendering

9. Preliminary Landscape Plans

10. Draft Density Bonus Agreement

11. 2014 Harbor Mixed Use Plan EIR

12. Copy of Public Notice
Submitted By:

Fernanda Arias, Assistant Planner I
Approved By:

Minh Thai, Executive Director, Planning and Building Agency 9/25/2023
Planning Commission 2 – 10 City Council 31 – 73 11/21/2023 Resolution No. 2023-XXX

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RESOLUTION NO. 2023-XXX

A RESOLUTION OF THE PLANNING COMMISSION OF

THE CITY OF SANTA ANA APPROVING SITE PLAN
REVIEW NO. 2023-02 AS CONDITIONED FOR A NEW

RENTAL RESIDENTIAL DEVELOPMENT WITH TWENTY

TWO UNITS, EXCEEDING THREES STORIES IN HEIGHT
FOR THE PROPERTY LOCATED AT 322 NORTH HARBOR
BOULEVARD (APN: 198-051-17)

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

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

A. The Jager Company, Ltd. (Applicant), on behalf of P&P Bros Corp. (Property Owner), is requesting approval of Site Plan Review (SPR) No. 2023-02 and concurrent Density Bonus Agreement (DBA) No. 2023-02 to allow the construction of a rental residential development, consisting of twenty-two apartment units with two units proposed as affordable to verylow income households earning less than 50 percent of the area median income (AMI) for the property located at 322 N. Harbor Boulevard.

B. The zoning designation for the subject property is Corridor (CDR) district in the Harbor Mixed Use Transit Corridor Plan (SP2).

C. The Harbor Mixed Use Transit Corridor Specific Plan was adopted in 2014 to lay the foundation for a more livable and sustainable corridor by creating zoning to allow for new housing and mixed-use development opportunities, providing development flexibility to meet market demands, using a multimodal approach to circulation, and creating a stronger identity for the area. The regulating plan, which establishes land uses and development standards, allows a variety of housing and commercial projects, including affordable residential communities, live/work units, service and retail, and professional offices.

D. Pursuant to Table 3-2 (Permitted Uses) and Section 7-1 of the Harbor Mixed Use Transit Corridor Plan, discretionary review and approval of a Site Plan Review (SPR) request is required by the Planning Commission for all development projects where the proposed structures are over three (3) stories in height.

E. The proposed project includes the construction of a new four-story residential building with flats/apartments consisting of twenty-two apartment 9/25/2023
Planning Commission 2 – 11 City Council 31 – 74 11/21/2023 Resolution No. 2023-XXX

Page 2 of 10 ends

units, 3,377 square feet of open space, twenty-two parking spaces, and five bicycle spaces.

F. The proposed residential building would exceed the three stories in height.

As such, the development project is subject to discretionary review and approval of an SPR application by the Planning Commission.

G. The Applicant’s request has been thoroughly evaluated by the City’s Development Review Committee (DRC) through Development Project No. 2022-03. Through this review, the DRC has considered the subject site, proposed development, and the Applicant’s requests for the site plan review approval.

H. On September 25, 2023, the Planning Commission of the City of Santa Ana held a duly noticed public hearing and at that time considered all testimony, written and oral.

I. The Planning Commission determines that based on the following review, the project has been determined to be in compliance with all applicable provisions and development standards outlines within the CDR district in the Harbor Mixed Use Transit Corridor Plan:

1. That the proposed development plan is consistent with and will further the objectives outlined in Chapter 1 (Guiding Principles) of the Harbor Mixed Use Transit Corridor Plan.

The proposed development will incorporate residential units that are in close proximity to the corridor, which will increase street presence and create new activity throughout the day. It would also add further visibility along the street, contributing to an improved sense of community and safety. As a result, the proposed project will bring a safer and more vibrant atmosphere for corridor users.

2. That the proposed development plan is consistent with the development standards specified in Chapter 3 (Land Use Plan and Development Standards) of the Harbor Mixed Use Transit Corridor Plan.

The Pursuant to Chapter 3 (Land Use Plan and Development Standards) of the SP2, any structure that exceeds three (3) stories in height is subject to discretionary review and approval of a site plan review (SPR) by the Planning Commission, for compliance with the SP2. Planning staff has reviewed the project for compliance with the SP2 and all applicable
development standards and City design guidelines. As
proposed, the development would meet all required SP2
development standards and City design guidelines, with
9/25/2023
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exception of the requested concessions and waivers identified as part of DBA No. 2023-02 application, which has been
concurrently filed with the subject SPR application. The requested concessions include a reduced common open space and a building frontage type for the stacked dwelling building type. Additionally, DBA No. 2023-02 is requesting waivers for the project to have reduced onsite open space that is open to the sky, reduced lot width, and a deviation from the courtyard or forecourt open space design requirement. To address the open space requirements, the project proposes connecting an 800- square-foot deck to a 1,100-square-foot community room, creating a contiguous 1,900 square feet of open space.

3. That the proposed development plan is designed to be compatible with adjacent development in terms of similarity of scale, height, and site configuration and otherwise achieves the objectives and development principles specified in Chapter 3 (Land Use Plan and Development Standards) and Chapter 6 (Design Guidelines) of the Harbor Mixed Use Transit Corridor Plan.

The proposed project aligns with the adjacent development, adhering to the design and development principles specified in the Harbor Mixed Use Transit Corridor. The project exceeds three stories in height, which is allowed in the Corridor (CRD) land use district subject to review and approval of the SPR.

Additionally, the project is situated to the east of an existing multi-family residential complex of similar height and scale.

Moreover, the project is designed to meet the stacked building type listed in Chapter 3. Lastly, per the DBA No. 2023-02 application, the proposed project seeks concessions/incentives enabling a 5 percent common open space provision and a
building frontage type that deviates from the Harbor Mixed Use Transit Corridor plan requirements. Additionally, under DBA No. 2023-02, the project requests waivers for reduced lot width, reduced on-site open space that retains an open-sky
characteristic, and a deviation from the courtyard or forecourt open space design prerequisite.

4. That the proposed land uses, site design, and operation considerations in the proposed development plan have been planned in a manner that will result in a compatible and harmonious operation as specified in Chapter 4 (Mobility Plan) of the Harbor Mixed Use Transit Corridor Plan.

The Development Review Committee (DRC) assessed the
proposed project under Development Review Project (DP No. 2022-03). Consequently, the project was tailored to include 9/25/2023
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bicycle parking, maintain compatibility with the adjacent multifamily neighborhood and commercial development, seamlessly integrate with the existing corridor operations, and allocate a twelve-foot dedication. This dedication serves the purpose of advancing SP2 objectives, aiming to enhance
pedestrian and bicycle amenities and connections.

Furthermore, the proposed project resides within a half-mile radius of a bus rapid transit stop.

Section 2. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, an Environmental Impact Report (EIR) was prepared and certified in 2014 in order to address the potential environmental impacts associated with the Harbor Mixed Use Plan. A mitigation monitoring and reporting program (MMRP), findings of fact, and a statement of overriding consideration were adopted with the 2014 EIR. As proposed, the development is not anticipated to have additional environmental impacts not addressed in the 2014 EIR. Therefore, no additional environmental review will be required. Based on this analysis, a Notice of Exemption, Environmental Review No. 2022-12 will be filed for this project. However, all applicable mitigation measures in the original EIR and associated MMRP will be enforced.

Section 3. The Applicant shall indemnify, protect, defend and hold the City and/or any of its officials, officers, employees, agents, departments, agencies, authorized volunteers, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, referendum, and other proceedings (whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures (including, but not limited to arbitrations, mediations, and such other procedures), judgments, orders, and decisions (collectively “Actions”), brought against the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the City and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof (including actions approved by the voters of the City) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision Map Act, Code of Civil Procedure sections 1085 or 1094.5, or any other federal, state or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the City shall have the right to approve the legal counsel providing the City’s defense, and that Applicant shall reimburse the City for any costs and expenses directly and necessarily incurred by the City in the course of the defense. City shall promptly notify the Applicant of any Action brought and City shall cooperate with Applicant in the defense of the Action.

Section 4. The Planning Commission of the City of Santa Ana, after conducting the public hearing, hereby approves Site Plan Review No. 2023-02 as conditioned in Exhibit A attached hereto and incorporated as though fully set forth herein. This decision is based upon the evidence submitted at the above said hearing, which includes, but is not limited to:
the Request for Planning Commission Action dated September 25, 2023, and exhibits 9/25/2023
Planning Commission 2 – 14 City Council 31 – 77 11/21/2023 Resolution No. 2023-XXX

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attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference.

ADOPTED this 25th day of September 2023, by the following vote:

AYES: Commissioners:

NOES: Commissioners:

ABSENT: Commissioners:

ABSTENTIONS: Commissioners:
_______________________
Bao Pham
Chairperson
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:________________________
Jose Montoya
Assistant City Attorney

9/25/2023
Planning Commission 2 – 15 City Council 31 – 78 11/21/2023 Resolution No. 2023-XXX

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CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Nuvia Ocampo, Recording Secretary, do hereby attest to and certify the attached Resolution No. 2023-XXX to be the original resolution adopted by the Planning Commission of the City of Santa Ana on September 25, 2023.

Date: ________________ ____________________________________ Recording Secretary
City of Santa Ana
9/25/2023
Planning Commission 2 – 16 City Council 31 – 79 11/21/2023 Resolution No. 2023-XXX

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EXHIBIT A
Conditions for Approval for Site Plan Review No. 2023-02 Site Plan Review No. 2023-02 is approved subject to compliance, to the reasonable satisfaction of the Planning Manager, with applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the California Building Standards Code, and all other applicable regulations. In addition, it shall meet the following conditions of approval:

The Applicant must comply with each and every condition listed below prior to exercising the rights conferred by the Density Bonus Agreement.

The Applicant must remain in compliance with all conditions listed below throughout the life of the development project. Failure to comply with each and every condition may result in the revocation/termination of the Density Bonus Agreement.

1. All proposed site improvements must conform to the Development Project (DP) approval of DP No. 2022-03.

2. Any amendment to the DP No. 2022-03, including modifications to approved materials, finishes, architecture, site plan, landscaping, unit count, mix, and square footages must be submitted to the Planning Division for review. At that time, staff will determine if administrative relief is available or if the Development Project Review must be amended.

3. All mechanical equipment shall be screened from view from public and courtyard areas.

4. Prior to issuance of building permits, the Applicant shall submit a construction schedule and staging plan to the Planning Division for review and approval. The plan shall include construction hours, staging areas, parking and site security/screening during project construction.

5. Prior to issuance of building permits, the Applicant shall provide written notification to the residential community located to the west of the site. This notification shall include comprehensive information about the nature of the proposed activities, anticipated timelines, and contact information for inquiries.

The notification shall be delivered via certified mail. Additionally, a designated representative shall be available to address any concerns or inquiries raised by the residential community during this notification period.

6. Prior to issuance of building permits, the Applicant shall submit to the Planning Division and have approved a Parking Management Plan (PMP). The PMP shall provide for measures to address any parking shortages that may result from the project, with terms including but not limited to:
9/25/2023
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a. Requiring onsite parking permits (such as stickers or hang-tags) for any parking in the onsite parking spaces for both residents and guests; b. Policies for maximum time vehicles may be parked in the surface parking spaces, including any guest parking; and
c. Policies for towing unauthorized vehicles; vehicles parked in unauthorized locations, such as fire lanes; vehicles parking in surface guest parking without a sticker, hang-tag, or other identifiers; and vehicles parked longer than any maximum guest parking timeframes allowed.

7. Two weeks prior to the commencement of construction, notification must be provided to property owners within 500 feet of the project site disclosing the construction schedule, including the various types of activities that would be occurring throughout the duration of the construction period.

8. Prior to installation of landscaping, the Applicant shall submit representative photos and specifications of all trees to be installed on the project site for review and approval by the Planning Division. Specifications shall include, at a minimum, the species, box size (24 inches minimum), brown trunk height (10-foot minimum), and name and location of the supplier.

9. After project occupancy, landscaping and hardscape materials must be maintained as shown on the approved landscape plans.

10. Prior to final occupancy, a Property Maintenance Agreement must be recorded against the property. The agreement will be subject to review and applicability by the Planning and Building Agency, the Community Development Agency, the Public Works Agency, and the City Attorney to ensure that the property and all improvements located thereupon are properly maintained, Applicant (and the owner of the property upon which the authorized use and/or authorized improvements are located if different from the Applicant) shall execute a maintenance agreement with the City of Santa Ana 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.);
9/25/2023
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b. Compliance with ongoing operational conditions, requirements and restrictions, as applicable (including but not limited to hours of operation, security requirements, the proper storage and disposal of trash and debris, enforcement of the parking management plan, 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;
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 Applicant 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), both the Applicant and the owner of the property 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, 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 9/25/2023
Planning Commission 2 – 19 City Council 31 – 82 11/21/2023 Resolution No. 2023-XXX

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lien upon the property in an amount equivalent to the actual costs and/or expense incurred by the City; and
h. The execution and recordation of the maintenance agreement shall be a condition precedent to the Certificate of occupancy.
9/25/2023
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RESOLUTION NO. 2023-XXX

A RESOLUTION OF THE PLANNING COMMISSION OF

THE CITY OF SANTA ANA APPROVING DENSITY BONUS
AGREEMENT NO. 2023-02 AS CONDITIONED FOR A NEW

RENTAL RESIDENTIAL DEVELOPMENT WITH TWENTY
TWO UNITS FOR THE PROPERTY LOCATED AT 322
NORTH HARBOR BOULEVARD (APN: 198-051-17)

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

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

A. The Jager Company, Ltd. (Applicant), on behalf of P&P Bros Corp. (Property Owner), is requesting approval of Density Bonus Agreement (DBA) No. 2023-02 and concurrent Site Plan Review (SPR) No. 2023-02 to allow the construction of a rental residential development, consisting of twenty-two apartment units with two units proposed as affordable to very low-income households earning less than 50 percent of the area median income (AMI) for the property located at 322 N. Harbor Boulevard.

B. The Harbor Mixed Use Transit Corridor Specific Plan was adopted in 2014 to lay the foundation for a more livable and sustainable corridor by creating zoning to allow for new housing and mixed-use development opportunities, providing development flexibility to meet market demands, using a multimodal approach to circulation, and creating a stronger identity for the area. The regulating plan, which establishes land uses and development standards, allows a variety of housing and commercial projects, including affordable residential communities, live/work units, service and retail, and professional offices.

C. The California Density Bonus law allows developers to seek increases in base density for providing on-site housing units in exchange for providing affordable units on site. To help make constructing on-site affordable units feasible, the law allows developers to seek incentives/concessions or waivers that would help the project be built without significant burden and without detriment to public health.

D. The Applicant’s request has been thoroughly evaluated by the City’s Development Review Committee (DRC) through Development Project No. 2022-03. Through this review, the DRC has considered the subject site, proposed development, and the Applicant’s requests for
incentives/concessions and waivers pursuant to the State’s Density Bonus Law.
9/25/2023
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E. Section 41-1607 of the Santa Ana Municipal Code (SAMC) requires an application for a density bonus agreement containing deviations (incentives/concessions and/or waivers) to be approved by the Planning Commission.

F. On September 25, 2023, the Planning Commission of the City of Santa Ana held a duly noticed public hearing and at that time considered all testimony, written and oral.

G. The Planning Commission determines that the following findings, which must be established in order to grant this Density Bonus Agreement application pursuant to SAMC Section 41-1607, have been established for Density Bonus Agreement No. 2023-02 to allow construction of the proposed project:

1. That the proposed development will materially assist in accomplishing the goal of providing affordable housing opportunities in economically balanced communities throughout the city.

The proposed development will provide twenty-two residential rental units, including two units for very low-income
households, contributing toward the City’s rental housing stock to serve the needs of diverse and underserved
populations. The area in which the project is proposed, the Harbor Mixed Use Transit Corridor, currently contains a mix of uses, including single-family residential, medium and medium-high density apartments, townhomes, and
neighborhood- serving commercial. The construction of this project will contribute toward an economically balanced community by providing housing for different demographic and income levels in an area rich with employment
opportunities, commercial development, and market-rate
housing.

2. That the development will not be inconsistent with the purpose of the underlying zone or applicable designation in the general plan land use element.

The project site is in an area already identified in both the City’s Zoning Code (the Harbor Mixed Use Transit Corridor) and General Plan (the Land Use and Housing elements) for new residential communities. Moreover, the City’s General Plan land use designation for the project site is Urban NeighborhoodMedium High (UN-50), which allows for the development of semi-urban villages that are well connected to schools, parks, and shopping centers. These areas are accessible by multiple 9/25/2023
Planning Commission 2 – 22 City Council 31 – 85 11/21/2023 Resolution No. 2023-XXX

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modes of transportation, have lively and pedestrian-friendly streetscapes, and are designed to foster community interaction.

This designation allows a mix of uses, including medium and medium-high density apartments, townhomes, garden- or
motor-court homes, and neighborhood- serving commercial.

Mixed-use projects are allowed in both horizontal
configurations, with commercial and residential uses side-byside, and vertical, with commercial uses on the ground floor and residential above. Lastly, the proposed density of 64.71 dwelling units per acre (du/ac) is allowed by the density bonus provisions in the California Density Bonus Law for a elevenpercent affordability rate for two very-low income units (35- percent State Density Bonus).

3. That the deviation is necessary to make it economically feasible for the Applicant to utilize a density bonus authorized for the development pursuant to section 41-1603.

The proposed project requires two deviations through
incentives/concessions: (1) minimum common open space
and (2) building frontage type/floor height; as well as two deviations through a waiver; (1) lot size/width; and (2) onsite open space (i.e., open to the sky, open space design, and interior open space). The deviations are described as follows:

Minimum Common Open Space Requirement
Table 3-9 (Onsite Open Space Requirements) in the Harbor Mixed-Use Transit Corridor Plan (SP2) requires a minimum of 15 percent of the lot size to be provided as common open space or plaza space.

As proposed, the project provides 5 percent common open space or 800 square feet in the form of a common open deck on the second floor. Strict adherence to this common open space requirement would result in a reduction in the number of units that can be provided in the overall project, thus not achieving the full 35-percent density bonus to which the Applicant is entitled and affecting the feasibility to construct the project. In order to provide the required common open space and maintain the current proposed unit count, the developer would be required to construct additional floor levels, which would exceed the maximum allowable height as part of the Harbor Mixed Use Transit Corridor Plan (SP-2), and would further increase development costs making the project economically infeasible. To help alleviate the common 9/25/2023
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open space deficiency, the project proposes a 1,477-squarefoot community room, a separate fitness room, and an average of 50 square feet of private open space per unit (1,100 square feet total), through use of private
balconies/decks for each unit.

Building Frontage Type and Floor Height Requirement
(Incentive/Concession)
Table 3-4 (Frontage Floor Height Minimums and Districts) of the SP2 indicate that arcade, gallery, shop front, forecourt, stop, and front yard/porch are the six allowed frontage types.

As proposed, the project does not identify a frontage type that is consistent with SP2.

Maintaining the required frontage type and minimum floor heights would result in a complete site and architectural redesign, involving more of the site area dedicated to the frontages design. In order to maintain the current proposed unit count, the developer would be required to redesign the site and elevation design, further increasing development costs and potentially leading to a loss of residential units, and a loss of further open space. Additionally, adherence to the frontage and floor height minimum requirements would be economically infeasible, as it would require additional cost to provide the materials required for the allowed frontage types.

Lot Size/Width (Stacked Dwelling building type) (Waiver) Table 3-3 (Building Type and Form) of the SP2 required
Stacked Dwellings to have the minimum lot size dimensions of 130 feet deep and 125-200 feet wide. As proposed, the project is located in a lot with the lot size dimensions of 148.25 feet deep and 100 feet wide.

Page 5 of 12 ends

lots range in lot depth and width, but most exceed 200 feet in lot width. In comparison, the site would have a lot width and depth of 148.25 feet deep and 100 feet wide, with a deviation of 25 feet for the minimum required lot width. Although the site has a deviation of 25 feet in the lot width, the Applicant’s stacked dwelling building design still accomplishes the intention of the SP2 by providing a compatible design and balanced composition of massing on the project site, with appropriate interior floor area and individual unit sizes.

Onsite Open Space (Stacked Dwelling building type) (Waiver) Pursuant to the Open Space Standards in SP2, the total
onsite open space open to the sky must be two-thirds and designed as a courtyard or forecourt. Based on the lot size for the proposed project, the total onsite open space open to the sky should be 1,482 square feet and designed as a courtyard or forecourt. As proposed, the project will have an 800 squarefoot deck.

As proposed, the project provides 800 square feet of open space that is designed as a deck open to the sky. The deck will be furnished, landscaped, and connected to the interior 1,477-square-foot community room. The proposed
configuration would provide a contiguous 2,277 square feet of open space. Strict adherence to the two-thirds requirement would lead to the elimination of two or more units, which would affect the feasibility to construct the project. In order to maintain the current proposed unit count, the developer would be required to construct additional floor levels or required to provide underground parking, which would further increase development costs and make the project financially infeasible.

Moreover, due to the site’s limited size, the project proposed podium level parking, and the residential units stacked above the podium parking. Creating a courtyard or forecourt, would result in the project reducing the number of units by two or more in order to adhere to the open space standards
Section 2. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, an Environmental Impact Report (EIR) was prepared and certified in 2014 in order to address the potential environmental impacts associated with the Harbor Mixed Use Plan. A mitigation monitoring and reporting program (MMRP), findings of fact, and a statement of overriding consideration were adopted with the 2014 EIR. As proposed, the development is not anticipated to have additional environmental impacts not addressed in the 2014 EIR. Therefore, no additional environmental review will be required. Based on this analysis, a Notice of Exemption, Environmental Review 9/25/2023
Planning Commission 2 – 25 City Council 31 – 88 11/21/2023 Resolution No. 2023-XXX

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No. 2022-12 will be filed for this project. However, all applicable mitigation measures in the original EIR and associated MMRP will be enforced.

Section 4. The Planning Commission of the City of Santa Ana, after conducting the public hearing, hereby approves Density Bonus Agreement No. 2023-02 as conditioned in Exhibit A attached hereto and incorporated as though fully set forth herein. This decision is based upon the evidence submitted at the above said hearing, which includes, but is not limited to: the Request for Planning Commission Action dated September 25, 2023, and exhibits attached thereto; and the public testimony, written and oral, all of which are incorporated herein by this reference.
[Signatures on the following page]
9/25/2023
Planning Commission 2 – 26 City Council 31 – 89 11/21/2023 Resolution No. 2023-XXX

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ADOPTED this 25th day of September 2023, by the following vote:

AYES: Commissioners:

NOES: Commissioners:

ABSENT: Commissioners:

ABSTENTIONS: Commissioners:
_______________________
Bao Pham
Chairperson
APPROVED AS TO FORM:

Sonia R. Carvalho, City Attorney
By:________________________
Jose Montoya
Assistant City Attorney

9/25/2023
Planning Commission 2 – 27 City Council 31 – 90 11/21/2023 Resolution No. 2023-XXX

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Date: ________________ ____________________________________ Recording Secretary
City of Santa Ana
9/25/2023
Planning Commission 2 – 28 City Council 31 – 91 11/21/2023 Resolution No. 2023-XXX

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EXHIBIT A
Conditions for Approval for Density Bonus Agreement Application No. 2023-02 Density Bonus Agreement Application No. 2023-02 is approved subject to compliance, to the reasonable satisfaction of the Planning Manager, with applicable sections of the Santa Ana Municipal Code, the California Administrative Code, the California Building Standards Code, and all other applicable regulations. In addition, it shall meet the following conditions of approval:

The Applicant must comply with each and every condition listed below prior to exercising the rights conferred by the Density Bonus Agreement.

1. All proposed site improvements must conform to the Development Project (DP) approval of DP No. 2022-03.

3. All mechanical equipment shall be screened from view from public and courtyard areas.

6. Prior to issuance of building permits, the Applicant shall submit to the Planning Division and have approved a Parking Management Plan (PMP). The PMP shall 9/25/2023
Planning Commission 2 – 29 City Council 31 – 92 11/21/2023 Resolution No. 2023-XXX

Page 10 of 12 ends

provide for measures to address any parking shortages that may result from the project, with terms including but not limited to:
a. Requiring onsite parking permits (such as stickers or hang-tags) for any parking in the onsite parking spaces for both residents and guests; b. Policies for maximum time vehicles may be parked in the surface parking spaces, including any guest parking; and
c. Policies for towing unauthorized vehicles; vehicles parked in unauthorized locations, such as fire lanes; vehicles parking in surface guest parking without a sticker, hang-tag, or other identifiers; and vehicles parked longer than any maximum guest parking timeframes allowed.

9. After project occupancy, landscaping and hardscape materials must be maintained as shown on the approved landscape plans.

10. Prior to final occupancy, a Property Maintenance Agreement must be recorded against the property. The agreement will be subject to review and applicability by the Planning and Building Agency, the Community Development Agency, the Public Works Agency, and the City Attorney to ensure that the property and all improvements located thereupon are properly maintained, Applicant (and the owner of the property upon which the authorized use and/or authorized improvements are located if different from the Applicant) shall execute a maintenance agreement with the City of Santa Ana 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 9/25/2023
Planning Commission 2 – 30 City Council 31 – 93 11/21/2023 Resolution No. 2023-XXX

Page 11 of 12 ends

and noise mitigation measure; adherence to approved project phasing etc.);
b. Compliance with ongoing operational conditions, requirements and restrictions, as applicable (including but not limited to hours of operation, security requirements, the proper storage and disposal of trash and debris, enforcement of the parking management plan, 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;
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 Applicant 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), both the Applicant and the owner of the property 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, 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 9/25/2023
Planning Commission 2 – 31 City Council 31 – 94 11/21/2023 Resolution No. 2023-XXX

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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; and
h. The execution and recordation of the maintenance agreement shall be a condition precedent to the Certificate of occupancy.
9/25/2023
Planning Commission 2 – 32 City Council 31 – 95 11/21/2023 8/18/23, 11:58 AM .
https://apps.spatialstream.com/landvision/production/CurrentBuild/Html/printpreview.html SPR No. 2023-02 and DBA No. 2023-02 - Residential Development 322 North Harbor Boulevard
Exhibit 3 - Vicinity Zoning and Aerial View
© 2023 Digital Map Products. All rights reserved.

Zoning
360 feet
9/25/2023
Planning Commission 2 – 33 City Council 31 – 96 11/21/2023 SPR No. 2023-02 and DBA No. 2023-02 for Residential Development 322 North Harbor Boulevard
Exhibit 4 – Site Photos
9/25/2023
Planning Commission 2 – 34 City Council 31 – 97 11/21/2023 SPR No. 2023-02 and DBA No. 2023-02 for Residential Development 322 North Harbor Boulevard
Exhibit 4 – Site Photos
9/25/2023
Planning Commission 2 – 35 City Council 31 – 98 11/21/2023

GROUND LEVEL /

PARKING
0 10 20 40
scale: 1" = 10'-0"

1.1 N

SITE PLAN AFTER DEDICATION
LEGEND
W:\DWGS\B9055\B9055.90 REFERENCE\B9055.93-Logo\WM LOGO.jpg JOB. C1045

WITHEE MALCOLM ARCHITECTS, LLP
2251 West 190th Street Torrance, CA 90504
t. 310. 217. 8885
f. 310. 217. 0425
322 N. HARBOR BLVD. - RESIDENTIAL
PRINTED: March 06, 2023 N. HARBOR BLVD.
150' HOSE PULL 5'-6" 88'-6" 6'-0"
12'-0"

DEDICATION
6'-4" 129'-11" 20'-0"

PROPOSED

TRANSFORMER

LOCATION

EXISTING FIRE

HYDRANT TO BE

RELOCATED

ELEVATOR
15' VISIBILITY
TRIANGLE 28'-0" 5'-6"

PROPOSED

TRANSFORMER
150' FIRE DEPT.

HOSE PULL

EXISTING

FIRE HYDRANT

COLORED STAMPED

CONCRETE DRIVE
RESCUE WINDOW *

LOCATIONS
±148'-3" ±100'-0" 9'-0"

LINE OF BUILDING

EDGE BELOW

COMMON OPEN

DECK BELOW

EXISTING LINE OF CURB

TO BE REMOVED AND

RECONSTRUCTED

FUTURE CURB LINE AFTER

STREET WIDENING PER CITY

STANDARDS

LINE OF PROPOSED CURB

BEFORE STREET WIDENING

SEE CIVIL PLAN FOR MORE
DETAIL
6'-0" HIGH

DECORATIVE

SPLIT-FACE CMU

PERIMETER
WALL
NOTE

1. ANY PROPOSED FENCING WITHIN THE FRONT YARD AREA
(E.G., TUBULAR FENCING SHOWN ON LANDSCAPE PLANS)
WOULD BE LIMITED TO THREE FEET IN HEIGHT. PURSUANT
TO SEC. 41-610 OF THE SAMC, FENCING IS PERMITTED TO

EXCEED THREE FEET, UP TO EIGHT FEET IN HEIGHT, AFTER
THE REQUIRED FRONT YARD AREA.

2. PROPOSED SIX-FOOT TALL PERIMETER WALL (SHOWN ON

THE LANDSCAPE PLAN) BE OF A DECORATIVE SPLIT-FACE

WITH ANTI- GRAFFITI COATING

3. PEDESTRIAN-SCALED LIGHTING SHOULD BE LOCATED
ALONG ALL WALKWAYS WITHIN THE DEVELOPMENT.

WHERE APPROPRIATE, WALL-MOUNTED LIGHTING MAY BE
INCORPORATED. THESE WALL-MOUNTED LIGHTS SHOULD

BE ARCHITECTURALLY COMPATIBLE AND PEDESTRIAN
SCALED (CHAPTER 7 OF THE CITY DESIGN GUIDELINES).

4. LIGHTING LEVELS SHOULD BE SUFFICIENT TO CREATE A

PERCEIVED SENSE OF SECURITY AND SAFETY, AND FOR
SIDEWALK AND STREET ILLUMINATION (SEE CHAPTER 7 OF
THE CITY DESIGN GUIDELINES).

S89°37'24"E 148.23' S00°23'34"W 100.00' S00°23'03"E 100.00' S00°23'03"E 100.00' PROPERTY LINE S89°37'24"E 148.24'

PROPERTY LINE PROPERTY LINE EXISTING PROPERTY LINE FUTURE PROPERTY LINE 4'-0" RIGHT- OF-WAY DEDICATION

TO THE CITY OF SANTA ANA

FOR STREET PURPOSES
8'-0" RIGHT-OF-WAY IRREVOCABLE

OFFER TO BE DEDICATED TO

THE CITY OF SANTA ANA FOR

FUTURE STREET PURPOSES
TWO 24” BOX STREET TREES

ON HARBOR BOULEVARD,

INCLUDING DEEP ROOT

IRRIGATION SYSTEMS, PER

CITY STANDARDS

5. GRIND AND CAP OF 2”-3” OF THE EXISTING AC PAVEMENT

FROM THE GUTTER LIP EDGE ALONG THE MEDIAN TO THE

GUTTER LIP EDGE AT THE PROPERTY, ALONG THE ENTIRE
PROPERTY FRONTAGE.

6. EXISTING SIDEWALK ALONG THE ENTIRE PROPERTY

FRONTAGE SHALL BE REMOVED, AND RECONSTRUCTED
WITH A NEW 12' FULL WIDTH SIDEWALK WITH TREE

WELLS, ALONG THE PROPERTY FRONTAGE ON HARBOR

BOULEVARD

7. THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER

QUALITY CONTROL BOARD SANTA ANA REGION ORDER
NO. R8-2009-0030 DISCHARGE REQUIREMENTS (MS4

PERMIT)

PROPOSED NEW FIRE
HYDRANT LOCATION 10'-0" MIN. 46'-0"

8. PROJECT SHALL INSTALL OF TWO 24” BOX STREET TREES

ON HARBOR BOULEVARD, INCLUDING DEEP ROOT
IRRIGATION SYSTEMS, PER CITY STANDARDS. CONTACT
THE TREE SECTION SUPERVISOR AT (714) 647-3337 FOR

TREE SPECIES AND SIZE OF REQUIRED TREES

9. THE EXISTING SIDEWALK ALONG THE ENTIRE PROPERTY

FRONTAGE SHALL BE REMOVED AND RECONSTRUCTED
WITH A NEW 12’ FULL WIDTH SIDEWALK WITH TREE

WELLS, ALONG THE PROPERTY FRONTAGE ON HARBOR
BOULEVARD.
12'-0"

EXISTING SIDE

WALK TO BE

REMOVED IN
FUTURE
STREET

WIDENING

10. TRASH ENCLOSURE AREA TO BE FULLY ROOFED OR TO

DRAIN INTO A WATER QUALITY INLET TO PREVENT

DISCHARGE OF SPILLED CONTAMINANTS INTO THE STORM
DRAIN SYSTEM. 9'-0" 38'-0" 28'-0"
8'-0"

FULLY ENCLOSED

TRASH ROOM AT

GROUND LEVEL
SEE PLAN 2.1
TWO 24" BOX STREET TREES

W/ DEEP ROOT IRRIGATION

SYSTEMS

PROPOSED MASTER WATER METER

W/ BACK FLOW PREVENTER

PROPOSED IRRIGATION METER W/

BACK FLOW PREVENTER

11. APPROPRIATE PRIVATE BACK FLOW PREVENTER REQUIRED

FOR ALL FIRE SERVICE, DOMESTIC AND LANDSCAPE

WATER METER PER GRADING AND STREET IMPROVEMENT

PLANS (AS APPLICABLE)
Exhibit 5 - Site Plan
9/25/2023
Planning Commission 2 – 36 City Council 31 – 99 11/21/2023

GROUND LEVEL /

PARKING
0 8 16 32
scale: 1/8" = 1'-0"

2.1 GROUND LEVEL BUILDING PLAN
W:\DWGS\B9055\B9055.90 REFERENCE\B9055.93-Logo\WM LOGO.jpg JOB. C1045

WITHEE MALCOLM ARCHITECTS, LLP
2251 West 190th Street Torrance, CA 90504
t. 310. 217. 8885
f. 310. 217. 0425
322 N. HARBOR BLVD. - RESIDENTIAL
PRINTED: March 06, 2023
129'-11" 12'-0"
6'-4"
5'-0" MIN. REAR SETBACK 5'-6" 5'-0" MIN. SIDE SETBACK 88'-6" 6'-0" 5'-0" MIN. SIDE SETBACK 6'-5" 20'-0" MIN. REAR SETBACK
129'-6" 5'-0" MIN. SIDE SETBACK 88'-10
1 2
" 6'-4" 7'-1"
112'-8
1 2
" 16'-9
1 2
" 25'-0" N. HARBOR BLVD.

Xref .\B9055.31-DWG\X-legend_B9055.dwg
N
±148'-3" ±100'-0"

ORGANIC
WASTE BINS 51'-2
1 2
" 28'-0" 20'-1
1 2
"
4'-0" STREET
DEDICATION 8'-0"
12'-0"

THERMAL

STORAGE

ORGANIC

WASTE BINS
ELECT.

RM.

ELEV.

MACH.

LOBBY
C
HC
15 S
EV
16'-0" 8'-6"
23'-0" BICYCLE RACK
ELECT.

RM.
18'-0"
HC
4 1
S
C 13
C 12
6 2
3 S
5 HC
7 S
8 S
C 11
C 10
C 9
16 S
17 S
18 S
19 S
20 S
21 S
22 S
23'-0" 30'-10" 26'-1" 35'-7"
LEGEND

RESIDENTIAL

CIRCULATION

TRASH / MECHANICAL

VERTICAL CIRCULATION

PARKING

FUTURE PROPERTY

LINE AFTER

DEDICATION

EXISTING PROPERTY

LINE BEFORE

DEDICATION
15' x 15' VISIBILITY

TRIANGLE
ACCESSIBLE PATH 8'-0"
18'-0" 9'-0" 4'-0"
4'-0" STREET
8'-0" DEDICATION 5'-0" 38'-0" 5'-0"

PROPOSED NEW FIRE
HYDRANT LOCATION 10'-0" MIN.
65'-1
1 2
" 14 C

LINE OF EXISTING CURB LINE

BEFORE FUTURE STREET

SEPARATE INDIVIDUAL PUBLIC DOMESTIC WIDENING

WATER METERS FOR EVERY RESIDENTIAL

DWELLING UNIT AND COMMON AREA
PUBLIC METERS.

PROPOSED

TRANSFORMER

LOCATION
9/25/2023
Planning Commission 2 – 37 City Council 31 – 100 11/21/2023 0 4 8 16
scale: 1/4" = 1'-0"

2.5 UNIT PLANS
W:\DWGS\B9055\B9055.90 REFERENCE\B9055.93-Logo\WM LOGO.jpg JOB. C1045

WITHEE MALCOLM ARCHITECTS, LLP
2251 West 190th Street Torrance, CA 90504
t. 310. 217. 8885
f. 310. 217. 0425
322 N. HARBOR BLVD. - RESIDENTIAL
PRINTED: March 06, 2023
1 BEDROOM / 1 BATH
DECK AREA = 50 S.F.

GROSS UNIT SF = 633 S.F.

UNIT TYPE A1
18 UNITS
NET UNIT SF = 581 S.F.
2 BEDROOM / 2 BATH
DECK AREA = 50 S.F.

GROSS UNIT SF = 1,070 S.F.

UNIT TYPE B2
2 UNITS
NET UNIT SF = 996 S.F.
2 BEDROOM / 2 BATH
DECK AREA = 50 S.F.

GROSS UNIT SF = 1,027 S.F.

UNIT TYPE B1
2 UNITS
NET UNIT SF = 959 S.F.
23'-0"
3'-0" 8'-6" 11'-6"
W/D
CLOSET

BEDROOM
11'-0" x 12'-0"
BATH

KITCHEN / DINING
10'-6" x 14'-6"
COAT REF.

LIVING
10'-6" X 16'-0" 31'-0"

W/D CLOSET

BEDROOM
10'-0" x 11'-0"

BATH COAT
M. BEDROOM
12'-0" x 10'-0"
CLOSET
LIVING
11'-0" x 15'-0"
DECK
DECK
M. BATH
REF.

DINING
11'-0" x 11'-0"

KITCHEN
35'-9
1 2
" 8'-6" 3'-0" 24'-31
2 " 31'-0"
44'-8" 25'-0"

W/D COAT
M. BEDROOM
10'-6" x 12'-0"

BEDROOM
10'-0" x 10'-0"
CLOSET
W.I.C.

M. BATH
BATH
IDF

KITCHEN
DINING
10'-0" x 12'-0"
LIVING
12'-0" x 12'-0"
Exhibit 6 - Unit Floor Plans
9/25/2023
Planning Commission 2 – 38 City Council 31 – 101 11/21/2023 0 4 8 16
scale: 1/4" = 1'-0"

3.1 ELEVATIONS
W:\DWGS\B9055\B9055.90 REFERENCE\B9055.93-Logo\WM LOGO.jpg JOB. C1045

WITHEE MALCOLM ARCHITECTS, LLP
2251 West 190th Street Torrance, CA 90504
t. 310. 217. 8885
f. 310. 217. 0425
322 N. HARBOR BLVD. - RESIDENTIAL
PRINTED: March 06, 2023

MATERIAL LEGEND
1 EXTERIOR CEMENT STUCCO
COLOR 1 SW7000

IBIS WHITE
2 4
6 DUAL GLAZED VINYL WINDOWS

WHITE COLORED FRAME
7 WOOD FRAMED AWNING
8 METAL CANOPY
9 SCREED LINE
10 CMU WALL
11 ALUMINUM STOREFRONT DOOR / WINDOW
12 PAINTED METAL GUARD RAIL
3 COLOR 2 SW6258

TRICORN BLACK

EXTERIOR CEMENT STUCCO
COLOR 3 SW9173

SHIITAKE

EXTERIOR CEMENT STUCCO

1. N. HARBOR BLVD. - FRONT ELEVATION
1 6 3 2 4
10 9'-1" 9'-1" 15'-0" 50'-0" MAX. 9'-1" 9'-1" 9'-1" 15'-0" 50'-0" MAX. 9'-1" 5 SYNTHETIC EXTERIOR SIDING
13 PAINTED METAL DOOR
14 METAL GRILLE
7 9 12
5 GROUND LEVEL

SECOND LEVEL

THIRD LEVEL

FOURTH LEVEL

GROUND LEVEL

SECOND LEVEL

THIRD LEVEL

FOURTH LEVEL

2. NORTH - SIDE ELEVATION
1 4 3 6 1
10 2
7 14

METAL CLADDING
8 5
9 13
12 11
11 8
Exhibit 7 - Building Elevations
9/25/2023
Planning Commission 2 – 39 City Council 31 – 102 11/21/2023 0 4 8 16
scale: 1/4" = 1'-0"

3.2 ELEVATIONS
W:\DWGS\B9055\B9055.90 REFERENCE\B9055.93-Logo\WM LOGO.jpg JOB. C1045

WITHEE MALCOLM ARCHITECTS, LLP
2251 West 190th Street Torrance, CA 90504
t. 310. 217. 8885
f. 310. 217. 0425
322 N. HARBOR BLVD. - RESIDENTIAL
PRINTED: March 06, 2023 9'-1" 9'-1" 15'-0" 50'-0" MAX.

1. WEST - REAR ELEVATION
7 2 1 6 3 9
10 14 9'-1" 9'-1" 9'-1" 15'-0" 50'-0" MAX. 9'-1"

GROUND LEVEL

SECOND LEVEL

THIRD LEVEL

FOURTH LEVEL

GROUND LEVEL

SECOND LEVEL

THIRD LEVEL

FOURTH LEVEL

2. SOUTH - SIDE ELEVATION
3 1 6 7 5
14 10
12 2 9

MATERIAL LEGEND
1 2
4 6 DUAL GLAZED VINYL WINDOWS

WHITE COLORED FRAME
7 WOOD FRAMED AWNING
8 METAL CANOPY
9 SCREED LINE
10 CMU WALL
11 ALUMINUM STOREFRONT DOOR / WINDOW
12 PAINTED METAL GUARD RAIL
3 5 SYNTHETIC EXTERIOR SIDING
13 PAINTED METAL DOOR
14 METAL GRILLE

METAL CLADDING
12 EXTERIOR CEMENT STUCCO
COLOR 1 SW7000

IBIS WHITE
COLOR 2 SW6258

TRICORN BLACK

EXTERIOR CEMENT STUCCO
COLOR 3 SW9173

SHIITAKE

EXTERIOR CEMENT STUCCO
9/25/2023
Planning Commission 2 – 40 City Council 31 – 103 11/21/2023

0.1 CONCEPTUAL IMAGERY
W:\DWGS\B9055\B9055.90 REFERENCE\B9055.93-Logo\WM LOGO.jpg JOB. C1045

WITHEE MALCOLM ARCHITECTS, LLP
2251 West 190th Street Torrance, CA 90504
t. 310. 217. 8885
f. 310. 217. 0425
322 N. HARBOR BLVD. - RESIDENTIAL
PRINTED: March 06, 2023
Exhibit 8 - Conceptual Rendering
9/25/2023
Planning Commission 2 – 41 City Council 31 – 104 11/21/2023 9/25/2023
Planning Commission 2 – 42 City Council 31 – 105 11/21/2023 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
(322 N. Harbor Boulevard, Santa Ana, California; APN: 198-051-17) This DENSITY BONUS HOUSING AGREEMENT (“Agreement”), made and entered into this day of , 2023 (“Effective Date”), by and between the City of Santa Ana, a charter city and municipal corporation of the State of California (“City”), and P & P Bros Corp., a California Corporation (“Developer”). City and Developer are sometimes referred to collectively as the “Parties” and individually as a “Party.”

RECITALS
A. Developer is the owner of certain property located within the City of Santa Ana, County of Orange, State of California, commonly known as 322 N. Harbor Boulevard, Santa Ana, California, 92703, 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 is proposing to construct a residential development consisting of no more than twenty-two (22) residential rental units on the Property, as more particularly set forth in Density Bonus Application No. 2022-3 and Development Site Plan Review No. 2022-2 (“Project”). Without the density bonus, Developer would only be permitted to building seventeen (17) units on the Property.

C. 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 and/or incentives, concessions, or waivers to property owners who guarantee that a portion of their residential development will be available to low income, very low income, 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.

D. The project is proposing a total of twenty-two (22) residential units, including two (2) units for very-low income households. Pursuant to California Government Code sections 9/25/2023
Planning Commission 2 – 43 City Council 31 – 106 11/21/2023 2 65915(p)(2)(A), the Project will provide twenty-two (22) total onsite parking spaces or 1 space per one-bedroom and two-bedroom units. No parking concession is requested or provided.

E. For the purpose of implementing this State Density Bonus Law onsite parking standard incentive, Developer has agreed to restrict eleven percent (11%) of the units, in the Project to very low income households, which will result in two (2) Affordable Units, as defined.

F. The Project complies with the affordable housing requirements set forth in the State Density Bonus Law and City Density Bonus for Affordable Housing. 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 Sections 65915 (d)(1)(2)(B), and 65915(e)(1), the City has determined to approve the application with two (2) concessions and two (2) waivers.

H. This Agreement, and the exhibits attached hereto and incorporated herein by reference, are 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 incentive 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 "Adjusted for family size appropriate to the unit" shall have the meaning set forth by Health and Safety Code Section 50052.5(h).

1.1.2 "Affordable Rent" means the maximum Monthly Rent that may be charged to and paid by an Eligible Household for the Affordable Units, as required by the terms of this Agreement, and which shall not exceed one-twelfth (1/12) of the product of thirty percent (30%) times fifty percent (50%) times the Median Income for Orange County, as defined in Section

1.1.16. The Affordable Rent shall be adjusted to reflect a reasonable utilities allowance for utilities paid by the household using the Santa Ana Housing Authority Multi-Family Housing Utility Allowance Schedule, and shall be updated no less than annually.

1.1.3 “Affordable Rent Schedule” means a rent schedule established as of the date of issuance of an occupancy permit (exclusive of tenant utility payments or security deposits) for the required number/percentage of the total number of units in the Project which are to be 9/25/2023
Planning Commission 2 – 44 City Council 31 – 107 11/21/2023 3 rented or available for rent to Very Low Income Tenants. Said Affordable Rent Schedule shall be established at the time of the issuance of the occupancy permit (“Initial Rent Schedule”) and shall be created in accordance with the Orange County, California Primary Metropolitan Statistical Area (“PMSA”) as published by the California Department of Housing and Community Development (“HCD”), adjusted for family size, and shall be updated no less than annually.

1.1.4 "Affordable Units" means two (2) units, which shall be comprised of two (2) one-bedroom units for Very Low Income Tenants. Any change to the number or distribution of Affordable Units is subject to City Manager approval.

1.1.5 "Agreement" means this Density Bonus Housing Agreement.

1.1.6 "City" means the City of Santa Ana, California

1.1.7 "City Council" means the City Council of the City of Santa Ana.

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

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

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

1.1.11 ''Density Bonus Housing Agreement Term" means the period during which this Agreement shall be in full force and effect, as provided for in Section 6.1 below.

1.1.12 "Developer" means P & P Bros Corp, a California Corporation, and its permitted successors and assigns to all or any part of the Property. “Developer” may also be referred to as “Owner” interchangeably throughout the 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 qualifying limit for a “Very Low Income Tenant” as defined herein.

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

1.1.16 "Median Income" means the Orange County, California area median income, adjusted for family size appropriate to the unit, pursuant to California Health and Safety Code § 50052.5(h), as periodically published by HCD.

1.1.17 "Monthly Rent" means the total of monthly payments for (a) use and occupancy of each Affordable Unit and land and facilities associated therewith, (b) any separately charged fees or service charges assessed by Developer which are required of all tenants, other than security deposits, application fees or credit check fees, (c) a reasonable allowance for an adequate 9/25/2023
Planning Commission 2 – 45 City Council 31 – 108 11/21/2023 4 level of service of utilities not included in (a) or (b) above, including garbage collection, sewer, water, electricity, gas and other heating, cooking and refrigeration fuels, but not including telephone or cable service, to the extent applicable and charged to a Household, and (d) possessory interest, taxes or other fees or charges assessed for use of the land and facilities associated therewith by a public or private entity other than Developer. In the event that certain utility charges are paid by the landlord rather than the tenant, no utility allowance shall be deducted from the rent for that type of utility charge.

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

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

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

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

1.1.22 "Unrestricted Units" means the Units within the Project to be constructed by Developer to a Household without restriction.

1.1.23 “Very Low Income Tenant” means a Household whose income does not exceed fifty percent (50%) of the area median income for the Orange County, California PMSA, adjusted for household size, as published by HCD.

1.2 Exhibits. The following documents are attached to, and by this reference made a part of, this Agreement:

1.2.1 Exhibit A – Legal Description of the Property

1.2.2 Exhibit B – Tenant Verification

1.2.3 Exhibit C – Annual Tenant Recertification

1.2.4 Exhibit D – Annual Rental Housing Compliance Report

1.2.5 Exhibit E – Notice of Affordability Restrictions on Transfer of Property

2. DEVELOPMENT OF THE PROPERTY

2.1 Project. Developer shall develop, operate, and maintain, or cause the development operation and maintenance of, the Property as a twenty-two (22) Unit residential development, with two (2) Affordable Units for Very Low Income Tenants. 9/25/2023
Planning Commission 2 – 46 City Council 31 – 109 11/21/2023 5 2.2 Density Bonus. The base density for the Property is seventeen (17) dwelling units.

By agreeing to provide two (2) Affordable Units, Developer understands and agrees that the State Density Bonus Law would allow a maximum density bonus of thirty-five percent (35%), which would equate to six additional units. Pursuant to this Agreement, Developer proposes and agrees to a Project that includes only five (5) additional Units (“Density Bonus Units”). Accordingly, the Project shall have twenty-two (22) Units, including two (2) Affordable Units, to be rented, occupied, operated, and maintained pursuant to the terms and conditions of this Agreement.

Developer shall not construct or develop, or otherwise claim a right to construct or develop, any additional Units on the Property.

2.3 Development Incentives and Waivers. Developer petitioned for concessions, incentives, and waivers, and has been granted the following, as part of the approval of Density Bonus Application (DBA) No. 2023-02 for the Project:

2.3.1 Concessions. In accordance with Government Code Section 65915 (d)(1)(2)(B), Developer is granted the following concessions:
(a) Relief from the 15-percent minimum common open space requirements as set forth in Table 3-9 (Onsite Open Space Requirements) as part of the Harbor Mixed-Use Transit Corridor Specific Plan (SP-2). (b) Relief from the frontage design types within the Corridor land use district, as set forth in Table 3-4 (Frontage Floor Height Minimums and Districts) as part of the Harbor Mixed-Use Transit Corridor Specific Plan (SP-2).

2.3.2. Waivers. In accordance with Government Code Section 65915(e)(1), Developer is granted the following waivers:
(a) A waiver of the minimum lot width requirement of between 125 feet and 200 feet for Stacked Dwellings, as set forth in Table 3-3 (Building Type and Form) as part of the Harbor Mixed-Use Transit Corridor Specific Plan (SP2), provided that the lot width is a minimum of 100 feet. (b) A waiver of the requirement for two-thirds of the common open space area to be open to the sky and placed at the rear or side yard, or in the front as a forecourt, as part of the Harbor Mixed-Use Transit Corridor Specific Plan (SP-2), provided that at least five-percent (5%) of the lot is open to the sky.

2.3.3. Parking Requirements. The Project’s onsite parking shall comply with Government Code section 65915(p)(2)(A). No additional parking concession is requested or provided. The Project will provide twenty-two (22) total onsite parking spaces or one (1) space per one-bedroom and two-bedroom units.

2.4 No Further Concessions or Incentives. Developer acknowledges and agrees that the incentives, concessions, and waivers set forth in section 2.3 above fully satisfy any duty City may have under the Santa Ana Municipal Code, the Density Bonus Law, or any other law or 9/25/2023
Planning Commission 2 – 47 City Council 31 – 110 11/21/2023 6 regulation to provide any development incentive or to waive any building, zoning, or other requirement in return for providing Affordable Units. 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 any state, federal, or local law, rule, or regulation applicable to the Project.

2.5 Unrestricted Units. The Project, for purposes of this Agreement, may have no more than twenty (20) Unrestricted Units, which shall be comprised of sixteen (16) one-bedroom units and four (4) two-bedroom units.

2.6 Affordable Units. The Project, for purposes of this Agreement, shall have no less than two (2) Units, which shall be comprised of two (2) one-bedroom units designated as Affordable Units pursuant to the terms and conditions of this Agreement. The Affordable Units shall be consistent with all City approvals, comparable in bedroom distribution and amenities to the Unrestricted Units, and shall be located throughout the Project as required under Santa Ana Municipal Code section 41-1602(c)(5).

2.7 Minimum Development Standards for Affordable Units. The Affordable Units shall be constructed with the same exterior appearance and interior features, fixtures, and amenities, and shall use the same type and quality of materials as provided for any Unrestricted Units.

2.8 Permits and Processing; Compliance with Laws. Developer, at its sole cost and expense, shall secure or cause to be secured any and all permits that may be required by City or any other federal, state, or local governmental entity having or claiming jurisdiction over the Property or Project. Upon securing any and all permits, Developer shall carry out and perform the development, operation, and maintenance 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 shall have the option to declare this Agreement null and void in its sole discretion.

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 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. 9/25/2023
Planning Commission 2 – 48 City Council 31 – 111 11/21/2023 7 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.

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 anyone holding the Property or Project, or any part thereof, through or under 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 anyone holding the Property or Project, or any part thereof, through or under Developer.

3. AFFORDABILITY

3.1 Total Affordability Term. 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 a certificate of occupancy is issued for the initial Affordable Unit.

3.2 Memorializing Commencement of Total Affordability Term. Developer shall keep detailed records of the commencement date of the Total Affordability Term for each Affordable Unit. City shall have the right to review and verify said records to ensure that the commencement date specified by Developer for an Affordable Unit coincides with the date that the initial Affordable Unit received all permits from City required for occupancy of the Unit. In the event that a conflict exists between the date specified by Developer for the commencement of the Total Affordability Term for an Affordable Unit and the date specified by City's issuance of all required permits for occupancy of the Unit, the date specified by City's issuance of all required permits for occupancy of the Unit shall control.

3.3 Levels of Affordability.

3.3.1 Affordable Rent for Very Low Income Tenants. Developer covenants that no less than two (2) Affordable Units in the Project shall at all times during the Total Affordability Term be rented to, or held vacant and available for immediate occupancy by Eligible Households, at an Affordable Rent.
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Planning Commission 2 – 49 City Council 31 – 112 11/21/2023 8 4. OWNERSHIP AND OPERATION OF THE PROJECT BY DEVELOPER

4.1 Payment of Density Bonus Setup Fee. A Density Bonus Setup Fee in the amount of Four Thousand Six Hundred Seventy Five Dollars and Seventy Cents ($4,675.70) will be charged to the Developer and must be paid prior to execution of this Agreement.

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. Upon the date of recording, the terms and conditions of this Agreement shall be binding upon and run with the Property and the Project for the Total Affordability Term. 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 Units to ensure compliance with the State Density Bonus Law and City Density Bonus Law, and to ensure the continued supply of Affordable Units in the Project, except as expressly set forth in this Agreement.

4.3 Rental of Units. Upon the completion of construction of the Project and receipt by Developer of all required permits for the occupancy of the Units, Developer shall rent or cause to be rented 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 rental of each Affordable Unit at an Affordable Rent 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 in accordance with the terms and conditions set forth in this Agreement. The Affordable Units shall be permitted to float among all twenty-two (22) apartment units in the Project, provided that the Affordable Units shall be comparable in amenities to the Unrestricted Units and reasonably dispersed throughout the Project.

The location of the first two Affordable Units to be occupied will be subject to the City’s approved Inclusionary Housing Plan, and identified in the Annual Compliance Report submitted to the City pursuant to Section 4.11.2.

4.5 Occupancy Levels. Subject to state or federal laws and regulations, the number of persons permitted to occupy each Affordable Unit shall not exceed two persons per bedroom, plus one person. In the event that a household residing in an Affordable Unit exceeds the permitted number of persons, then that household shall be placed on a waiting list for the appropriate-sized unit and be eligible for transfer when an appropriate-sized unit becomes available. The household will be placed on the waiting list for up to one-hundred and eighty (180) days. If an appropriatesized unit does not become available during the 180 days, the Owner will have grounds to terminate that household’s lease. If the household refuses to transfer to an appropriate-sized unit then the Developer will also have grounds to terminate that household’s lease.

4.5.1 Written Notification. If an Eligible Household, during the term of its tenancy, adds members that exceed the maximum occupancy allowed under this section, 9/25/2023
Planning Commission 2 – 50 City Council 31 – 113 11/21/2023 9 Developer shall provide written notification informing the household that: it is overoccupancy; has been placed on a waiting list for up to one-hundred and eighty (180) days; the expiration date of the waiting list; and the terms for terminating the lease. A written status update will be provided to the household at one-hundred and twenty (120) days, ninety (90) days, sixty (60) days and thirty (30) days if applicable.

4.6 Use of the Property. All uses conducted on the Property, 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 Agreement be used as an apartment complex and none of the Affordable Units in the Project shall at any time be utilized on a transient basis, nor shall the Property or any portion thereof ever be used as a hotel, motel, dormitory, fraternity or sorority house, rooming house, hospital, nursing home, sanitarium or rest home, or be converted to condominium ownership. 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.

4.7 Maintenance. Owner shall, at all times during the term of this Agreement, cause the Property and the Project to be maintained in a decent, safe and sanitary manner, regardless of cause of the disrepair. Owner shall be fully and solely responsible for costs of maintenance, repair, addition and improvements. City, and any of its employees, agents, contractors or designees shall have the right to enter upon the Property at reasonable times and in a reasonable manner to inspect the Project.

4.8 Marketing and Resident Selection Plan. Each Affordable Unit shall be leased to Eligible Households selected by the Developer who meet all of the requirements provided herein.

Prior to Certificate of Occupancy, Developer shall prepare and obtain City’s approval, which approval shall not be unreasonably withheld, of a marketing program and resident selection plan for the leasing of the Affordable Units at the Project (“Marketing Program”). The City shall approve or deny the Marketing Program within ten (10) business days of submittal by the Developer. In the event Marketing Program is neither approved nor denied within said time period, the Marketing Program shall automatically be considered approved. The leasing 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, which approval shall not unreasonably be withheld. Upon request, Developer shall provide City with periodic reports with respect to the leasing of the Housing Units.

4.8.1 The Marketing Program shall include, but is not limited to, marketing and community outreach activities, proposed tenant selection criteria, occupancy standards, income requirements, timeline and details for outreach and marketing, data collection, record keeping and monitoring, procedures for complaints, and compliance assessment.

Components of the resident selection plan shall include, but are not limited to, the application process, interview procedure, apartment offer and assignment, rejected applications, and wait list management. All requirements set forth herein shall be incorporated in the Marketing Program.
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Planning Commission 2 – 51 City Council 31 – 114 11/21/2023 10 4.9 Rental Lease Agreement. Developer shall prepare and obtain City’s approval, which approval shall not be unreasonably withheld, of a rental lease agreement (“Lease Agreement”). All Lease Agreements must 1) identify the names and ages of all members of the household who will occupy the Affordable Unit; and 2) state that the Household’s right to occupy the Affordable Unit is subject to compliance with the Median Income requirements, adjusted for family size appropriate to the unit, as periodically published by HCD. All Lease Agreements must be consistent with the terms contained in this Density Bonus Agreement.

4.9.1 Prohibited Lease Terms. The Lease Agreement may not contain any of the following provisions:
(a) Agreement to be Sued. Agreement by the tenant to be sued, to admit to guilt, or to a judgment in favor of the owner in a lawsuit brought in connection with the lease;
(b) Treatment of Property. Agreement by tenant that the owner may take, hold, or sell personal property of household members without notice to tenant and a court decision on the rights of the parties. This prohibition, however, does not apply to an agreement by the tenant concerning disposition of personal property remaining in the housing unit after the tenant has moved out of the unit. The Developer may dispose of this personal property in accordance with State law; (c) Excusing Developer of Responsibility. Agreement by the tenant not to hold the Developer of the Developer’s agent legally responsible for any action or failure to act, whether intentional or negligent;
(d) Waiver of Notice. Agreement of the tenant that the Developer may institute a lawsuit without notice to the tenant;
(e) Waiver of Legal Proceedings. Agreement by the tenant that the owner may evict the tenant or household members without instituting a civil court proceeding in which the tenant has the opportunity to present a defense, or before a court decision on the rights of the parties;
(f) Waiver of a Jury Trial. Agreement by the tenant to waive any rights to a trial by jury;
(g) Waiver of Right to Appeal Court Decision. Agreement by the tenant to waive the tenant’s right to appeal, or to otherwise challenge in court, a court decision in connection with the lease; and
(h) Tenant Chargeable with Cost of Legal Action Regardless of Outcome.

Agreement by the tenant to pay attorney’s fees or other legal costs even if the tenant wins in a court proceeding by the owner against the tenant. The tenant, however, may be obligated to pay costs if the tenant loses.

4.10 Selection of Tenants.

4.10.1 Developer shall be responsible for the selection of tenants for the Affordable Units in compliance with lawful and reasonable criteria and the requirements of this Agreement.

4.10.2 Subject to applicable laws and regulations governing nondiscrimination and preferences in housing occupancy, the Developer shall give preference in leasing the Affordable Units to Eligible Households that live and/or work in the City of Santa Ana or who have an active 9/25/2023
Planning Commission 2 – 52 City Council 31 – 115 11/21/2023 11 Housing Choice Voucher issued by the Housing Authority of the City of Santa Ana or any other Public Housing Authority.

4.10.3 All applicants will be screened and “lotterized.” A waiting list will be created from a lottery generated from the initial pool of rental applications. The waiting list will track applicant name and contact information, lottery number (or designated number after the initial lottery), household income, household size, status of application, and any other information deemed necessary. The waiting list will be maintained as an electronic file and available for audit by the City of Santa Ana in accordance with resident selection procedures as set forth herein.

4.10.4 Prior to the rental or lease of an Affordable Unit to a tenant(s), Developer shall require the tenant(s) to execute a written lease and to complete a Tenant Income Verification Form (in substantially the form attached hereto as Exhibit B) certifying that the tenant(s) occupying the Affordable Unit is/are an Eligible Household and otherwise meet(s) the eligibility requirements established for the Affordable Unit. Developer shall verify the income of the tenant(s) as set forth herein.

4.11 Income Verification and Certification.

Developer agrees to make a good faith effort to verify 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 applicant’s 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.

4.11.1 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.

4.11.2 Annual Recertification. Developer agrees to recertify household eligibility annually. Notification of Annual Tenant Recertification shall be sent to the household in substantially the form attached hereto as Exhibit C. An Annual Rental Housing Compliance Report (“Annual Compliance Report”) shall be sent to the City in substantially the form attached hereto as Exhibit D. The Annual Compliance Report shall be due to the City within 30 days of the anniversary of the commencement of the Total Affordability Term, which is the date that each building receives all required occupancy permits from the City.

4.11.3 Continued Income Qualification and Vacated Affordable Units. If the annual recertification demonstrates that a previously eligible tenant’s gross household 9/25/2023
Planning Commission 2 – 53 City Council 31 – 116 11/21/2023 12 income exceeds the Median Income for the Affordable Unit, the pertinent actions from the following list must be taken:
(a) The Developer may offer to rent the unit to the previously, but no longer, Eligible Household as an Unrestricted Unit without any limitations on rental rates. In that case, the Developer must then make available for rent to an Eligible Household another unit within the Project that meets the size and location requirements for Affordable Units under this Density Bonus Agreement. If there are no vacant units meeting those requirements, then the next available unit within the Project which does meet those requirements must be rented to an Eligible Household.
(b) If the no longer Eligible Household either moves to another Unrestricted Unit within the Project or leaves the Project altogether, then the vacated Affordable Unit or, at Developer’s election any other Unrestricted Unit within the Project which meets the size and location requirements for Affordable Units under this Density Bonus Agreement and has the same number of bedrooms as the vacated unit shall be rented as an Affordable Unit to an Eligible Household.

4.12 Monitoring and Recordkeeping. Throughout the Term of this Agreement, Developer shall annually complete and submit to City the Annual Compliance Report. Owner agrees to pay a reasonable fee, as set by City resolution, for the purpose of paying the actual costs associated with the City’s obligation to monitor Owner’s compliance with the affordability restrictions contained in this Agreement related to the Affordable Units, not to exceed monitoring costs for up to two (2) Affordable Units. Representatives of City shall be entitled to enter the Property if necessary after review of above documentation, upon at least forty-eight (48) hour notice, to monitor compliance with this Agreement, and shall be entitled to inspect the records of the Project relating to the Affordable Units and to conduct an independent audit or inspection of such records at a location within the City that is reasonably acceptable to the City. Developer agrees to cooperate with City in making the Property and the records of the Project relating to the Affordable Units available for such inspection or audit. Developer agrees to maintain each record of the Project for no less than five (5) years after creation of each such record.

Subject to tenants’ rights under State and Municipal law, the Developer shall allow the City to conduct annual inspections of each of the Affordable Units on the Property after the date of construction completion, with reasonable notice. Developer shall cure any defects or deficiencies found by the City while conducting such inspections within ten (10) Business Days of written notice thereof, or such longer period as is reasonable within the sole discretion of the City.

4.13 Notice of Affordability Restrictions on Transfer of Property. In the event the Developer wishes to sell or transfer the Project during the Total Affordability Term, the City and the Developer shall execute and deposit into escrow, or record against the Property, a Notice of Affordability Restrictions on Transfer of the Property as contained herein (Exhibit E). 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 Developer to the transferee.
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Planning Commission 2 – 54 City Council 31 – 117 11/21/2023 13 4.14 Onsite Parking Management Plan. Developer shall provide onsite parking for residents and visitors of the Project and actively monitor the parking demand of the Project site.

Developer shall continually monitor and take the following 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.
a. Requiring onsite parking permits (such as stickers or hang-tags) for any parking in the onsite parking spaces for both residents and guests; b. Policies for maximum time vehicles may be parked in the surface parking spaces, including any guest parking; and
c. Policies for towing unauthorized vehicles, vehicles parked in unauthorized locations (such as fire lanes), vehicles parking in surface guest parking without a sticker, hang-tag, or other identifiers, and vehicles parked longer than any maximum guest parking timeframes allowed.

Prior to issuance of the Certificate of Occupancy, Developer shall submit and obtain approval from the Planning and Building Agency (“PBA”) a Parking Management Plan (the “PMP”), including those measures above. The approved PMP shall be adhered to and be enforced by the Project at all times.

4.15 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 2019 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.

4.16 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. Up-to-date 24-hour emergency contact information for the on-site personnel shall be provided to the City on an ongoing basis and 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
d. Community Development Agency
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Planning Commission 2 – 55 City Council 31 – 118 11/21/2023 14 4.17 Crime Free Housing. Developer shall work with City staff to formalize a crime free housing policy, procedure, and design plan (the “CFH Plan”), which includes the following provisions:
a. Requiring parking areas and common interior areas (lobbies, elevators, etc.) to contain security cameras;
b. Requiring routine unit inspections;
c. Ensuring lobby/other entrance doors are secured and accessed via remote controls, fobs, etc.; and
d. Have policies in place to ensure that common use areas such as hallways and trash enclosures are maintained in good condition and repair (e.g., well-lit, kept clean, etc.)
Developer shall submit and obtain approval from the PBA the CFH Plan meeting the requirements of this Subsection 4.18 prior to issuance of the Certificate of Occupancy. The approved CFH Plan shall be implemented and administered by Developer or a designated property manager.

4.18 [Intentionally Omitted]

5. [INTENTIONALLY RESERVED]

6. TERM OF THIS AGREEMENT

6.1 Term. The term of this Agreement ("Density Bonus Agreement Term") shall commence on the Effective Date and shall continue until the expiration of the Total Affordability Term.

7. DEFAULT AND TERMINATION; INDEMNIFICATION

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 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 within an additional sixty (60) days following the conclusion of such thirty (30) day period (for a total of ninety (90) days). 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.

Notwithstanding the above, should the Developer elect to not proceed with the Project prior to commencement of construction, the Developer shall submit written notice of such termination (“Termination Letter”) to the City, which Developer, for itself, its successors and assigns, states that it waives, forfeits, and relinquishes any and all benefits under this Agreement. Upon City’s 9/25/2023
Planning Commission 2 – 56 City Council 31 – 119 11/21/2023 15 receipt of the Termination Letter, the Parties agree to terminate this Agreement, except that the obligations of Section 4.1 and 7.3 shall survive termination. Developer shall, at its sole cost and expense, prepare and record a Termination of Agreement, which City shall review and approve, in the exercise of reasonable discretion. Such termination shall not be considered a default by any Party, but it shall result in a termination of the Agreement as provided for herein.

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 arising from a breach of this Agreement, and each Party waives any right to collect speculative, consequential, punitive or other indirect damages against the other Party which arise from a breach of this Agreement.

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, 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 active negligence or willful misconduct of Indemnitees..

8. ASSIGNMENT; COVENANTS RUN WITH THE LAND

8.1 Assignment by Developer.

8.1.1 Prohibited Transfers or Assignments. 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, unless the sale, transfer, or assignment complies with this Section 8 (“Permitted Transfer”). If Developer seeks a Permitted Transfer, Developer shall request City’s written consent, and City shall respond within fourteen (14) days with a written approval or denial. The City’s determination shall not be unreasonable or arbitrary. If City approves such a request, then prior to any such sale, transfer or assignment, Developer shall pay City’s reasonable fees as compensation for the City’s review of the request.

City’s failure to respond to the request within fourteen (14) days shall be deemed an approval.

8.1.2 Sale of Property. Owner agrees and declares that the Property and the Project shall be held, conveyed, mortgaged, encumbered, leased, rented, used, occupied, operated, sold, 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 Owner 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. Owner further understands and agrees that the Density Bonus permit approvals received 9/25/2023
Planning Commission 2 – 57 City Council 31 – 120 11/21/2023 16 for this Project have been made on the condition that Owner and all subsequent owners, or other successors and assigns of the Property and/or Project lease and rent the Affordable Units in accordance with the terms and conditions stipulated in Sections 4, 5 and 6 of this Agreement for a term of 55 consecutive years commencing upon the date that the Project is first occupied.

8.1.3 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.

8.1.4 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 held, sold, conveyed, hypothecated, encumbered, 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 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. 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 Agreement, 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.
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Planning Commission 2 – 58 City Council 31 – 121 11/21/2023 17 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 that further the intent of this Agreement. 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, for the City’s review of 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 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; or (v) the first business day following the date of transmittal of any facsimile, provided confirmation of successful transmittal is retained by the sending Party. 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: P & P Bros Corp
18685 Main Street, Ste. 101-385
Huntington Beach, California 92648
Attn: Thao Lisa Vu

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 9/25/2023
Planning Commission 2 – 59 City Council 31 – 122 11/21/2023 18 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.

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 9/25/2023
Planning Commission 2 – 60 City Council 31 – 123 11/21/2023 19 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, 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 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.

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 9/25/2023
Planning Commission 2 – 61 City Council 31 – 124 11/21/2023 20 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 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. City's approval of the necessary land use entitlements that authorize Developer to develop, operate, and maintain 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.

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 9/25/2023
Planning Commission 2 – 62 City Council 31 – 125 11/21/2023 21 and represents that he or she/they has/have the authority to bind the Party to the performance of its obligations hereunder.

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
___________________________ _______________________
Jennifer L. Hall Kristine Ridge
City Clerk City Manager

APPROVED AS TO FORM
Sonia R. Carvalho
City Attorney
___________________________
By: Jose Montoya
Assistant City Attorney
RECOMMENDED FOR APPROVAL: P & P BROS CORP, A CALIFORNIA

CORPORATION
______________________________ _______________________
Michael Garcia Thao Lisa Vu
Executive Director
Community Development Agency
9/25/2023
Planning Commission 2 – 63 City Council 31 – 126 11/21/2023 9/25/2023
Planning Commission 2 – 64 City Council 31 – 127 11/21/2023 22 EXHIBIT A

LEGAL DESCRIPTION OF THE PROPERTY

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SANTA ANA,

IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:

THE NORTH 100 FEET OF THE SOUTH 300 FEET OF THE EAST HALF OF THE

NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 5 SOUTH, RANGE 10 WEST, SAN BERNARDINO BASE AND MERIDIAN. EXCEPTING THEREFROM THE WEST 132 FEET. ALSO EXCEPT

THEREFROM ALL OIL, GAS, MINERALS AND HYDROCARBONS, BELOW A DEPTH OF 500 FEET, WITHOUT THE RIGHT OF SURFACE ENTRY, AS RESERVED IN INSTRUMENTS OF RECORD.

APN: 198-051-17
9/25/2023
Planning Commission 2 – 65 City Council 31 – 128 11/21/2023 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. 9/25/2023
Planning Commission 2 – 66 City Council 31 – 129 11/21/2023 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 9/25/2023
Planning Commission 2 – 67 City Council 31 – 130 11/21/2023 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.
9/25/2023
Planning Commission 2 – 68 City Council 31 – 131 11/21/2023 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. 9/25/2023
Planning Commission 2 – 69 City Council 31 – 132 11/21/2023 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)
9/25/2023
Planning Commission 2 – 70 City Council 31 – 133 11/21/2023 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 9/25/2023
Planning Commission 2 – 71 City Council 31 – 134 11/21/2023 9/25/2023
Planning Commission 2 – 72 City Council 31 – 135 11/21/2023 9/25/2023
Planning Commission 2 – 73 City Council 31 – 136 11/21/2023 9/25/2023
Planning Commission 2 – 74 City Council 31 – 137 11/21/2023 9/25/2023
Planning Commission 2 – 75 City Council 31 – 138 11/21/2023 9/25/2023
Planning Commission 2 – 76 City Council 31 – 139 11/21/2023 9/25/2023
Planning Commission 2 – 77 City Council 31 – 140 11/21/2023 9/25/2023
Planning Commission 2 – 78 City Council 31 – 141 11/21/2023 Project Name: Date:

Project Address: Reporting Period:

Total Number of Units in the Project: Number of Very Low Income Units:

Compliance Report Completed By:

Phone Number:

Unit #
Household
Name
Household
Size
Household
Income
Number of
Bedrooms Gross Rent
Utility
Allowance
Other
Mandatory
Payments Net Rent
Date First
Occupied
Date of Last
Income
Recertification

CITY OF SANTA ANA

ANNUAL RENTAL RESIDENTIAL DEVELOPMENT COMPLIANCE REPORT Calculation of Net Monthly Rent
Minus:
2021 AFFORDABLE HOUSING OPPORTUNITY AND CREATION ORDINANCE Administrative Procedures Manual:

Rental Residential Development

Page 1 ends

8/22/2023
Exhibit D
9/25/2023
Planning Commission 2 – 79 City Council 31 – 142 11/21/2023 Administrative Procedures Manual:

Rental Residential Development

Page 2 ends

8/22/2023
9/25/2023
Planning Commission 2 – 80 City Council 31 – 143 11/21/2023

EXHIBIT E

SIGNATURE PAGE
TO

NOTICE OF AFFORDABILITY RESTRICTIONS ON TRANSFER OF PROPERTY CITY:

By: ________________________

9/25/2023
Planning Commission 2 – 82 City Council 31 – 145 11/21/2023

SIGNATURE PAGE
TO

NOTICE OF AFFORDABILITY RESTRICTIONS ON TRANSFER OF PROPERTY PROPERTY OWNER:

P & P Bros Corp
A California Corporation
By:_______________________
Name: Thao Lisa Vu
Its:

Date: ________________________
9/25/2023
Planning Commission 2 – 83 City Council 31 – 146 11/21/2023 Density Bonus Agreement Application No. 2023-02, “322 N. Harbor Blvd. Residential Development” 322 N. Harbor Boulevard
The 2014 Harbor Mixed Use EIR and Technical Appendices are available online at:
https://www.santa-ana.org/documents/harbor-mixed-use-final-impact-report-and-comments/ Or by visiting:

Planning and Building Agency – Planning Division Public Counter 20 Civic Center Plaza
Santa Ana, CA 92701
Exhibit 11 – 2014 Harbor Mixed Use EIR
9/25/2023
Planning Commission 2 – 84 City Council 31 – 147 11/21/2023 Planning and Building Agency
www.santa-ana.org/planning-and-building
Item # 32
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 21, 2023
TOPIC: Resolution of Denial: Cabrillo Town Center (1901 E Fourth Street)

AGENDA TITLE
Resolution Approving Appeal Application Nos. 2023-02 and 2023-03 and Overturning the Determination of the Planning Commission, Thereby Denying Site Plan Review (SPR) No. 2023-01 and Tentative Tract Map (TTM) No. 2023-03 (County Map No. 19243) to Facilitate the Construction of a Mixed-Use Development Known as Cabrillo Town Center at 1901 E. Fourth Street

RECOMMENDED ACTION
Adopt a resolution documenting the City Council decision of October 3, 2023, denying SPR No. 2023-01 and TTM No. 2023-03 for the Cabrillo Town Center at 1901 E. Fourth Street.

RESOLUTION NO. 2023-XXX entitled A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA ANA APPROVING APPEAL APPLICATION NOS. 2023-02 AND 2023-03 AND OVERTURNING THE DETERMINATION OF THE PLANNING COMMISSION, THEREBY DENYING SITE PLAN REVIEW (SPR) NO. 2023-01 AND TENTATIVE TRACT MAP (TTM) NO. 2023-03 (COUNTY MAP NO. 19243) TO

FACILITATE THE CONSTRUCTION OF A MIXED-USE DEVELOPMENT KNOWN AS CABRILLO TOWN CENTER AT 1901 AND 1971 EAST FOURTH STREET AND 515 AND 525 NORTH CABRILLO PARK DRIVE, COLLECTIVELY 1901 EAST FOURTH STREET (APNS: 400-051-02; 400-051-09; 400-051-14; AND 400-051-15) GOVERNMENT CODE §84308 APPLIES: Yes

EXECUTIVE SUMMARY
On April 24, 2023, the Planning Commission held a duly noticed public hearing to consider Site Plan Review (SPR) No. 2023-01 and Tentative Tract Map (TTM) No. 2023-03 (County Map No. 19243) to facilitate the construction of a mixed-use development known as Cabrillo Town Center at 1901 East Fourth Street. After receiving public testimony on the item, the Planning Commission voted unanimously (6-0-0-1 with Ramos absent) to adopt a resolution approving SPR No. 2023-01 and TTM No. 2023- 03, with modified conditions of approval.

City Council 32 – 1 11/21/2023
Resolution of Denial: Cabrillo Town Center (1901 E Fourth Street) November 21, 2023

Page 2 ends

On May 1, 2023, Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER), submitted an appeal application (Appeal No. 2023-02) pursuant to Section 41-645 of the Santa Ana Municipal Code (SAMC) requesting that the City Council reconsider the Planning Commission’s decision. On May 3, 2023, Mitchell M. Tsai, on behalf of the Southwest Mountains States Carpenters (SWMSRCC), also submitted an appeal application (Appeal No. 2023-03) pursuant to Section 41-645 of the SAMC requesting that the City Council reconsider the Planning Commission’s decision.

Lastly, on August 17, 2023, Mitchell M. Tsai, on behalf of the SWMSRCC, submitted a supplemental appeal letter, outside of the 10-day appeal period, as outlined in Section 41-645(b) of the SAMC. After a public hearing at its regular meeting of October 3, 2023, the City Council voted unanimously (5-0-2 with Councilmembers Phan and Lopez abstaining) to approve Appeal Application Nos. 2023-02 and 2023-03 and overturn the determination of the Planning Commission, thereby denying Site Plan review (SPR) No. 2023-01 and Tentative Tract Map (TTM) No. 2023-03. Following the City Council’s decision, a resolution of denial has been prepared for the project (Exhibit 1).

ENVIRONMENTAL IMPACT
In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, this project is exempt from further review under Section 15061(b)(4) of the CEQA Guidelines, as the City Council has denied Site Plan Review (SPR) No. 2023-01 and Tentative Tract Map (TTM) No. 2023-03 (County Map No. 19243).

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

EXHIBIT(S)

1. Resolution – Denial of SPR No. 2023-01 and TTM No. 2023-03 Submitted By: Minh Thai, Executive Director of Planning and Building Agency Approved By: Steven A. Mendoza, Acting City Manager
City Council 32 – 2 11/21/2023
Resolution No. 2023-xx

Page 1 of 10 ends

RESOLUTION NO. 2023-xx

A RESOLUTION OF THE CITY COUNCIL OF

THE CITY OF SANTA ANA APPROVING
APPEAL APPLICATION NOS. 2023-02 AND
2023-03 AND OVERTURNING THE

DETERMINATION OF THE PLANNING

COMMISSION, THEREBY DENYING SITE PLAN
REVIEW (SPR) NO. 2023-01 AND TENTATIVE
TRACT MAP (TTM) NO. 2023-03 (COUNTY MAP
NO. 19243) TO FACILITATE THE

CONSTRUCTION OF A MIXED-USE

DEVELOPMENT KNOWN AS CABRILLO TOWN
CENTER AT 1901 AND 1971 EAST FOURTH
STREET AND 515 AND 525 NORTH CABRILLO
PARK DRIVE, COLLECTIVELY 1901 EAST
FOURTH STREET (APNS: 400-051-02; 400-051-
09; 400-051-14; AND 400-051-15).

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 April 24, 2023, the Planning Commission of the City of Santa Ana held a duly noticed public hearing to consider Site Plan Review (SPR) No. 2023-01 and Tentative Tract Map (TTM) No. 2023-03 (County Map No. 19243) to facilitate the construction of a mixed-use development known as Cabrillo Town Center (Project) at 1901 and 1971 East Fourth Street and 515 and 525 North Cabrillo Park Drive (collectively, 1901 East Fourth Street). After receiving public testimony on the item, the Planning Commission voted unanimously (6-0-0-1 with Ramos absent) to adopt a resolution approving SPR No. 2023-01 and TTM No. 2023-03, with modified conditions of approval. Specifically, the Planning Commission modified the conditions of approval to require the applicant, Fairfield Realty, LLC. (Applicant), on behalf of David A. Colton, trustee of David A.

Colton Trust (Property Owner) to coordinate with the Public Works Agency to develop a traffic-calming strategy when the Project reaches 70-percent and 95-percent occupancy, and requires the applicant to implement such strategy when feasible and appropriate as determined by the City.

B. On May 1, 2023, Lozeau Drury, LLP, on behalf of the Supporters Alliance for Environmental Responsibility (SAFER), submitted an appeal application (Appeal No. 2023-02) pursuant to Section 41-645 of the Santa Ana Municipal Code (“SAMC”) requesting that the City Council reconsider City Council 32 – 3 11/21/2023
Resolution No. 2023-xx

Page 2 of 10 ends

the Planning Commission’s decision because the Project was in “violation” of the California Environmental Quality Act (CEQA). Specifically, SAFER states that: (1) The decision of the Planning Commission was in “violation” of CEQA; (2) The City’s determination that the Project was analyzed in the 2010 Metro East Mixed Used (MEMU) Overlay Zone Environmental Impact Report (EIR) and Subsequent EIR (SEIR) was incorrect; (3) The Project would have new and different significant environmental impacts that were not analyzed in the MEMU EIR; and (4) That a project-specific EIR should have been prepared to analyze the Project.

C. On May 3, 2023, Mitchell M. Tsai, on behalf of the Southwest Mountains States Carpenters (SWMSRCC), also submitted an appeal application (Appeal No. 2023-03) pursuant to Section 41-645 of the SAMC requesting that the City Council reconsider the Planning Commission’s decision based on the following reasons:
a. Requirement of a Local Workforce. Specifically, the appellant states that, “The city should require the use of a local workforce to benefit the community’s economic development and environment.”
b. Training Requirements To Prevent Community Spread Of Covid-19 And Other Infectious Diseases. Specifically, the appellants states that, “The City should impose training requirements for the Project’s construction activities to prevent community spread of Covid-19 and other infectious diseases.”
c. California Environmental Quality Act (CEQA) Compliance.

Specifically, the appellant contends the following:
i. That CEQA mandates preparation of an EIR for projects so that the foreseeable impacts of pursuing the project can be understood and weighed;
ii. That there are new transportation impact methodology requirements, not analyzed in the Certified EIR;
iii. That the Project requires new feasible mitigation measures to mitigate greenhouse gas impacts; and
iv. That the Project may have significant land use impacts which were not analyzed in the Certified EIR.
d. Inconsistency with the General Plan. Specifically, the appellant contends that the Project is inconsistent with the General Plan because there are no onsite affordable units.

D. On August 17, 2023, Mitchell M. Tsai, on behalf of the SWMSRCC, submitted a supplemental appeal letter, outside of the 10-day appeal period, as outlined in Section 41-645(b) of the SAMC. Nonetheless, staff provides a comprehensive response below on all appeal items received.

The subsequent letter reiterates certain points outlined in the appeal letter dated May 3, 2023. However, SWMSRCC makes several new points in their request that the City Council reconsider the Planning Commission’s decision, including the following reasons:

City Council 32 – 4 11/21/2023
Resolution No. 2023-xx

Page 3 of 10 ends

a. Infeasible Transportation Mitigation Requirements in the Certified EIR. Specifically, the appellant contends that the City's Transportation Mitigation Requirement is infeasible for the Project. b. Adequate Analyzes Of Noise Impacts. Specifically, the appellant contends that the Certified EIR fails to adequately analyze the Project’s noise impacts, including the following:
i. That the Certified EIR fails to identify all nearby sensitive receptors;
ii. That the Certified EIR fails to adequately characterize ambient noise conditions;
iii. That the Certified EIR's significance threshold is inadequate; iv. That the Certified EIR’s construction noise analysis and mitigation measures must be revised; and
v. That the Certified EIR’s operation noise analysis
underestimates the Project’s impacts
E. On October 3, 2023, the City Council conducted a duly noticed public hearing on Appeal Application Nos. 2023-02 (SAFER) and Appeal Application No. 2023-03 (SWMSRCC) and found that requiring local workforce would reduce environmental impacts. Specifically, local hire provisions requiring that a certain percentage of workers reside within 10- miles or less of the Project site could reduce the length of vendor trips and reduce greenhouse gas emissions. Moreover, local workforce policies have significant environmental benefits given that they improve an area’s jobs-housing balance, decreasing the amount and length of job commutes and the associated greenhouse gas emissions.

F. The City Council found that the Project was inconsistent with and will not further the objectives outlined in Section 1.2 of the Metro East Mixed-Use Overlay Zone (“MEMU”). Specifically, the City Council found that the Project was inconsistent with Objectives 1.2(A) and 1.2(L) of the MEMU Overlay Zone objectives, which promote an urban, walkable, mixed-use environment. The principles outlined in these Objectives are consistent with the Project site’s District Center (DC) designation of the City’s General Plan Land Use Element, which, from the Land Use Element, “provides for distinctly urban retail, residential mixed-use, and employment centers that are well connected to public transportation. It includes the City’s primary activity centers and opportunities for new urban-scale development. This designation allows a mix of uses, including medium, medium-high, and urban density condominiums, apartments, and townhomes; professional offices; multilevel corporate offices; retail and commercial services; and cultural, education, recreation, and entertainment uses. Mixed-use projects are allowed in both horizontal configurations, with commercial and residential uses side by side, and vertical, with commercial uses on the ground floor and residential above.” In failing to meet Objectives 1.2(A) and 1.2(L) of the MEMU Overlay Zone City Council 32 – 5 11/21/2023
Resolution No. 2023-xx

Page 4 of 10 ends

objectives, the Project is thereby inconsistent with the City’s General Plan.

Moreover, Section 4.1.1 of the MEMU (Village Center Core: PedestrianOriented Design and Active Ground-Floor Uses) requires that the “ground floor of buildings fronting on Fourth Street between Cabrillo Park Drive and Park Center Drive, and Golden Circle Drive south of Fourth Street as shown on Figure 2 shall have commercial uses and pedestrian-oriented designs.” As the project contains residential uses on the ground floor of Cabrillo Park Drive, the project does not satisfy this objective design criterion of the MEMU.

G. Pursuant Section 8.2 of the MEMU, granting of a MEMU Overlay Zone Site Plan Review approval is subject to four findings:
a. That the proposed development plan is consistent with and will further the objectives outlined in Section 1.2 for the MEMU. b. That the proposed development plan is consistent with the development standards specified in Section 4 of the MEMU. c. That the proposed development plan is designed to be compatible with adjacent development in terms of similarity of scale, height, and site configuration and otherwise achieves the objectives of the Design Principles specified in Section 5 of the MEMU overlay district.
d. That the land use uses, site design, and operational considerations in the proposed development plan have been planned in a manner that will result in a compatible and harmonious operation as specified in Section 7 of the MEMU overlay district.

H. Pursuant to Section 66474 of the California Subdivision Map Act (SMA) and Section 34-132(c) of the SAMC, one or more of the following findings must be established in order to deny a tentative map application:
a. That the proposed map is not consistent with applicable general and specific plans as specified in Section 65451.
b. That the design or improvement of the proposed subdivision is not consistent with applicable general and specific plans.
c. That the site is not physically suitable for the type of development. d. That the site is not physically suitable for the proposed density of development.
e. That the design of the subdivision or the proposed improvements are likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.

City Council 32 – 6 11/21/2023
Resolution No. 2023-xx

Page 5 of 10 ends

f. That the design of the subdivision or type of improvements is likely to cause serious public health problems.
g. That the design of the subdivision or the type of improvements will conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. In this connection, the governing body may approve a map if it finds that alternate easements, for access or for use, will be provided, and that these will be substantially equivalent to ones previously acquired by the public. This subsection shall apply only to easements of record or to easements established by judgment of a court of competent jurisdiction and no authority is hereby granted to a legislative body to determine that the public at large has acquired easements for access through or use of property within the proposed subdivision.

I. Based on the City Council’s review and determination in its findings during its regular meeting on October 3, 2023, finding “a” of Section 8.2 as part of the MEMU cannot be made. Moreover, finding “b” of Section 66474 as part of the SMA cannot be made. Therefore, approval of SPR No. 2023-01 and TTM No. 2023-03 (County Map No. 19243) cannot be granted and the project is deemed denied.

J. On January 1, 2020, California Senate Bill 330, the Housing Crisis Act of 2019 (HCA), became effective and established a statewide “housing emergency” until January 1, 2025.

K. On January 1, 2022, the HCA was extended until January 1, 2030, with the passage of Senate Bill 8.

L. On May 11, 2022, the Applicant submitted a SB 330 Preliminary Application for the proposed Project, which was deemed complete by staff on June 9, 2022.

M. California Government Code Section 65589.5(h)(2)(B) defines Housing Development Project as Mixed-use developments consisting of residential and nonresidential uses with at least two-thirds of the square footage designated for residential use.

N. The square footage for the residential use in the proposed Project exceeds two-thirds of the overall Project square footage. Therefore, the Project is submitted as a Housing Development Project, pursuant to California Government Code Section 65589.5(h)(2)(B), and submitted as an SB 330 project.

O. Pursuant to California Government Code Section 65589.5(j)(1), when a local agency proposes to disapprove a project, the local agency shall base City Council 32 – 7 11/21/2023
Resolution No. 2023-xx

Page 6 of 10 ends

its decision regarding the proposed housing development project upon written findings supported by a preponderance of the evidence on the record that both of the following conditions exist:
a. The housing development project would have a specific, adverse impact upon the public health or safety unless the project is disapproved or approved upon the condition that the project be developed at a lower density. As used in this paragraph, a “specific, adverse impact” means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified written public health or safety standards, policies, or conditions as they existed on the date the application was deemed complete; and
b. There is no feasible method to satisfactorily mitigate or avoid the adverse impact identified, other than the disapproval of the housing development project or the approval of the project upon the condition that it be developed at a lower density.

P. In their decision to disapprove the Project, the City Council found that the project would have a specific, adverse impact upon the public health or safety. Specifically, by not having local hire provisions requiring that a certain percentage of workers reside within 10-miles or less of the Project, the construction activities associated with the proposed Project would result in increased greenhouse gas emissions, and overall air quality that would have adverse impacts to the public health and safety. The City Councils findings are based on objective, identified written public health or safety standards, policies, or conditions as they existed on the date the application was deemed complete. Specifically, the findings are based on the complete environmental analysis concluded as part of the 2007 Metro East Mixed Used (MEMU) Overlay Zone Final Environmental Impact Report (“Certified EIR”). The following is an analysis of the increased greenhouse gas emissions, as a result of the project construction with no local hire.

Air Quality and GHG Analysis
The topic of GHG Emissions impacts was not included in the 2006 CEQA Guidelines, and as such, was not included in the Certified EIR’s analysis of the MEMU’s potential impacts. However, both the existence of carbon dioxide and other greenhouse gases from fossil fuel combustion and other activities were known at the time the Certified EIR was approved, and existed on the date that the Project was deemed complete.

The analysis in the Certified EIR considered both the construction and operational phases associated with implementation of the MEMU. As required by Section 15126.2(a) of the CEQA Guidelines, direct, indirect, City Council 32 – 8 11/21/2023
Resolution No. 2023-xx

Page 7 of 10 ends

short-term, and/or long-term impacts were addressed, as appropriate, for the environmental issue area being analyzed.

In addition, the analysis focused on the nature and magnitude of the change in the air quality environment due to implementation of the MEMU.

Air pollutant emissions associated with the MEMU would result from operation of the proposed developments, such as the proposed Project.

Based on analyses submitted by the appellants, the air quality and air pollutant emission impacts associated with the Project will be exacerbated as the Project does not include any local hire provisions, resulting in increased length of construction crew trips, as well as trips by suppliers (e.g., materials, construction vehicles, etc.), and increased emissions.

Moreover, construction activities would also generate emissions in the project area and on roadways resulting from construction-related traffic, as they do not include local hire provisions. The net increase in project site emissions generated by these activities and other secondary sources were quantitatively estimated and compared to thresholds of significance established by the SCAQMD.

Construction emissions in the Certified EIR were also calculated using quantifiable metrics, based on objective, identified written public health or safety standards, or policies. Specifically, emissions were analyzed according to the thresholds established by the SCAQMD and published in the SCAQMD CEQA Air Quality Handbook. In addition, the Certified EIR used thresholds of significance were based on Appendix G of the 2006 CEQA Guidelines. While the Certified EIR evaluated a range of potential mitigation measures to reduce significant project impacts and implemented all feasible mitigation measures, construction and operation of development projects within the MEMU would result in the following significant and unavoidable impacts related to air quality:
• Short-term construction impacts resulting from peak daily emissions of Volatile Organic Compounds (VOCs) and Nitrous Oxide (NOx); • Operational impacts resulting from peak daily emissions of PM10, CO, VOC, and NOx; and
• A cumulatively considerable net increase of criteria pollutants for which the proposed project region is in nonattainment under an applicable federal or state ambient air quality standard resulting from construction and operation.

Q. As outlined in the Certified EIR, even with the recommended mitigation measures found in the Mitigation Monitoring and Reporting Program (MMRP), the above listed air quality impacts exceeded the defined threshold(s) of significance and cannot be eliminated or reduced to a lessthan-significant level through the implementation of feasible mitigation City Council 32 – 9 11/21/2023
Resolution No. 2023-xx

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measures. Therefore, the identified impacts were considered to meet the definition of specific, adverse impact, as defined in California Government Code Section 65589.5(j)(1)(A). Moreover, because the impacts were deemed significant and unavoidable, there is no feasible method to satisfactorily mitigate or avoid the adverse impact identified, other than the disapproval of the housing development project.

R. Based on the City Council’s review and determination in its findings during its regular meeting on October 3, 2023, and based on the above air quality analysis prepared for the MEMU Certified EIR and the analyses provided by the appellants, the Project is disapproved pursuant to California Government Code Section 65589.5(j)(1)(A).

Section 3. In accordance with the California Environmental Quality Act (CEQA) and the CEQA Guidelines, this project is exempt from further review under Section 15061(b)(4) of the CEQA Guidelines, as the City Council has denied Site Plan Review (SPR) No. 2023-01 and Tentative Tract Map (TTM) No. 2023-03 (County Map No. 19243).

Section 4. The City Council of the City of Santa Ana hereby approves Appeal Application Nos. 2023-02 and 2023-03, overturning the Planning Commission’s approval, thereby denying Site Plan Review (SPR) No. 2023-01 and Tentative Tract Map (TTM) No. 2023-03 (County Map No. 19243). This decision is based upon the evidence submitted at the October 3, 2023 hearing, which includes, but is not limited to:
the Request for City Council Action dated October 3, 2023, and exhibits attached thereto; findings of inconsistency with the MEMU Overlay Zone and the SMA that were made during the regular City Council meeting of October 3, 2023; and the public testimony, written and oral, all of which are incorporated herein by this reference. [This space intentionally left blank]
[Signatures on the following page]
City Council 32 – 10 11/21/2023
Resolution No. 2023-xx

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ADOPTED this ____ day of ___________, 2023.
_______________________
Valerie Amezcua
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:________________________
Jose Montoya
Assistant City Attorney
AYES: Councilmembers _______________________________________ NOES: Councilmembers _______________________________________ ABSTAIN: Councilmembers _______________________________________ NOT PRESENT: Councilmembers _______________________________________ City Council 32 – 11 11/21/2023
Resolution No. 2023-xx

Page 10 of 10 ends

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Jennifer L. Hall, City Clerk, do hereby attest to and certify the attached Resolution No. 2023-xx to be the original resolution adopted by the City Council of the City of Santa Ana on _______________, 2023.

Date: ________________ ____________________________________ City Clerk
City Council 32 – 12 11/21/2023
Planning and Building Agency
www.santa-ana.org/planning-and-building
Item # 33
City of Santa Ana
20 Civic Center Plaza, Santa Ana, CA 92701
Staff Report
November 21, 2023
TOPIC: Second One-Year Extension for Site Plan Review No. 2016-03 and Variance Nos. 2017-05 and 2017-06 for The Madison Mixed-Use Development Project Entitled at 200 North Cabrillo Park Drive

AGENDA TITLE
Second One-Year Extension of Site Plan Review No. 2016-03 and Variance Nos. 2017- 05 and 2017-06 for The Madison Mixed-Use Development Project Located at 200 North Cabrillo Park Drive

RECOMMENDED ACTION

1. Adopt a resolution approving a second one-year extension of Site Plan Review No. 2016-03, Variance No. 2017-05, and Variance No. 2017-06.

RESOLUTION NO. 2023-XXX entitled A RESOLUTION OF THE CITY COUNCIL

OF THE CITY OF SANTA ANA APPROVING A ONE-YEAR EXTENSION OF SITE PLAN REVIEW NO. 2016-03, VARIANCE NO. 2017-05, AND VARIANCE NO. 2017- 05, AND VARIANCE NO. 2017-06 FOR THE MADISON MIXED-USE
DEVELOPMENT TO BE LOCATED AT 200 NORTH CABRILLO PARK DRIVE

2. Determine that in accordance with the California Environmental Quality Act (CEQA), the approval of the time extension is exempt form CEQA per Section 15061(b)(3).

GOVERNMENT CODE §84308 APPLIES: Yes

DISCUSSION
Background
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 City Council 33 – 1 11/21/2023
Second Extension of Entitlements for the Madison Mixed-Use Development (200 North Cabrillo Park Drive)
November 21, 2023

Page 2 ends

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 was declared stemming from the COVID-19 pandemic, which provided relief to residential developers by extending approvals of residential entitlements to December 31, 2022.

The applicant had submitted construction drawings into plan check on August 14, 2022, and was working through the plan check process when they requested the first one-year extension of the site plan and variances. The City Council approved the first one-year extension, which extended the entitlement approval through December 31, 2023.

Analysis
Due to increased cost of materials, changes in construction loan interest rates, labor shortage, and market changes impacting the applicant’s ability to develop the project, the applicant is requesting a second one-year extension through December 31, 2024.

Specifically, recent increases in interest rates beginning the first quarter of 2022 and continuing through 2023, and their impacts on construction loans and land development costs, have resulted in additional delays to the project’s ability to complete the plan check process, pull permits, and break ground on the project by the December 31, 2023, deadline that was established the City Council-approved entitlement extension.

As a result, the applicant is requesting a second one-year entitlement extension pursuant to Section 41-647 of the SAMC. In an effort to encourage construction of entitled projects, it is the Planning Division’s policy to recommend no more than oneyear extensions at a time.

The applicant has since completed the building plan check process and is working through the Public Works Agency’s review process, which would need to be completed prior to permit issuance. Following the completion of the plan check process the applicant intends to obtain their permit and begin construction in third quarter of 2024 in order to effectuate its entitlements within a timely manner.

City Council 33 – 2 11/21/2023
Second Extension of Entitlements for the Madison Mixed-Use Development (200 North Cabrillo Park Drive)
November 21, 2023

Page 3 ends

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 Approving the Second One-Year Extension

2. Original Resolution Approving Entitlement (No. 2018-038)

3. Resolution Approving First One-Year Extension (No. 2022-092)

4. Full Project Plans
Submitted By: Minh Thai, Executive Director of the Planning and Building Agency Approved By: Steven A. Mendoza, Acting City Manager
City Council 33 – 3 11/21/2023
Resolution No. 2023-XXX

Page 1 of 4 ends

RESOLUTION NO. 2023-XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SANTA ANA APPROVING A ONE-YEAR EXTENSION OF
SITE PLAN REVIEW NO. 2016-03, 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 Site Plan Review No. 2016-03, 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. 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.

C. 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.

D. Taking into consideration the difficulties experienced by the development industry from the global COVID-19 pandemic and its effects on securing funding, labor, and construction materials, the City Council approved the applicants first request for a one-year entitlement extension on December 6, 2022, extending the subject projects entitlements until December 31, 2023.

E. Recent increases in interest rates beginning the first quarter of 2022 and continuing through 2023, and their impact on construction loans and land development costs, have resulted in additional delays to the project’s ability to complete the plan check process, pull permits, and break ground on the project by the December 31, 2023, deadline.

City Council 33 – 4 11/21/2023
Resolution No. 2023-XXX

Page 2 of 4 ends

F. It is the Planning Division’s policy to recommend no more than one-year extension at a time, mainly in an effort to encourage the construction of previous approved projects.

G. The applicant has since completed the building plan check process and is working through the public works review process, which would need to be completed prior to permit issuance. Following the completion of the process the applicant intends to pull their building permits and begin construction in third quarter of 2024, in order to effectuate its entitlements within a timely manner.

H. 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. Site Plan Review No. 2016-03, Variance No. 2017-05, and Variance No. 2017-06 are each hereby extended for a period of one (1) year until December 31, 2024. This decision is based upon the evidence submitted, which includes, but is not limited to, the Request for Council Action dated November 21, 2023, 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 21st day of November, 2023.
_______________________
Valerie Amezcua
Mayor
APPROVED AS TO FORM:

Sonia R. Carvalho
City Attorney
By:________________________
Jose Montoya
Assistant City Attorney
City Council 33 – 5 11/21/2023
Resolution No. 2023-XXX

Page 3 of 4 ends

AYES: Councilmembers ___________________________________ NOES: Councilmembers ___________________________________ ABSTAIN: Councilmembers ___________________________________ NOT PRESENT: Councilmembers ___________________________________ City Council 33 – 6 11/21/2023
Resolution No. 2023-XXX

Page 4 of 4 ends

CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, Jennifer L. Hall, City Clerk, do hereby attest to and certify the attached Resolution No. 2023-______ to be the original resolution adopted by the City Council of the City of Santa Ana on _______________, 2023.

Date: ____________ ________________________________
City Clerk
City of Santa Ana
City Council 33 – 7 11/21/2023
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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 33 – 21 11/21/2023

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

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 33 – 22 11/21/2023
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".

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".

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

Job No.:

Drawn:

Checked:

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 33 – 23 11/21/2023

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".

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DATE

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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 33 – 24 11/21/2023

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RESIDENTIAL
ACCESS.

DETAIL
.G1.15
Date Issues / Revisions:

City Council 33 – 25 11/21/2023

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CALIFORNIA
GBSC
.G2.10
Date Issues / Revisions:

City Council 33 – 26 11/21/2023

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CALIFORNIA
GBSC
.G2.11
Date Issues / Revisions:

City Council 33 – 27 11/21/2023

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DATE

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ACOUSTIC
REPORT
.G2.20
Date Issues / Revisions:

City Council 33 – 28 11/21/2023
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

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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 33 – 29 11/21/2023
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

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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
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 33 – 30 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 31 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 32 11/21/2023

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

Job No.:

Drawn:

Checked:

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 33 – 33 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 34 11/21/2023
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"

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

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

Job No.:

Drawn:

Checked:

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 33 – 35 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 36 11/21/2023
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

Job No.:

Drawn:

Checked:

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

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 33 – 37 11/21/2023
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

Job No.:

Drawn:

Checked:

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

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 33 – 38 11/21/2023
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

Job No.:

Drawn:

Checked:

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

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 33 – 39 11/21/2023
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

Job No.:

Drawn:

Checked:

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

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 33 – 40 11/21/2023
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

Job No.:

Drawn:

Checked:

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

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 33 – 41 11/21/2023
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

Job No.:

Drawn:

Checked:

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

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 33 – 42 11/21/2023
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

Job No.:

Drawn:

Checked:

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

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 33 – 43 11/21/2023
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

Job No.:

Drawn:

Checked:

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

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 33 – 44 11/21/2023
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

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DATE

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Job No.:

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Checked:

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.

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

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 33 – 45 11/21/2023
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

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Job No.:

Drawn:

Checked:

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 33 – 46 11/21/2023
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

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Job No.:

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Checked:

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 33 – 47 11/21/2023
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

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Job No.:

Drawn:

Checked:

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 33 – 48 11/21/2023
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

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Job No.:

Drawn:

Checked:

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 33 – 49 11/21/2023
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

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Job No.:

Drawn:

Checked:

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 33 – 50 11/21/2023
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

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Job No.:

Drawn:

Checked:

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 33 – 51 11/21/2023
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

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ALI FOR N IA

Job No.:

Drawn:

Checked:

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 33 – 52 11/21/2023
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

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Job No.:

Drawn:

Checked:

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 33 – 53 11/21/2023
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
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Job No.:

Drawn:

Checked:

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 33 – 54 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 55 11/21/2023
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
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ALI FOR N IA

Job No.:

Drawn:

Checked:

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 33 – 56 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 57 11/21/2023
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
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ALI FOR N IA

Job No.:

Drawn:

Checked:

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 33 – 58 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 59 11/21/2023
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

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

Job No.:

Drawn:

Checked:

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 33 – 60 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 61 11/21/2023
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 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

Job No.:

Drawn:

Checked:

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 33 – 62 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 63 11/21/2023
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

5.2 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

Job No.:

Drawn:

Checked:

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 33 – 64 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 65 11/21/2023
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

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

Job No.:

Drawn:

Checked:

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 33 – 66 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 67 11/21/2023
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

5.2 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

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

Job No.:

Drawn:

Checked:

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 33 – 68 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 69 11/21/2023
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

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

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

Job No.:

Drawn:

Checked:

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 33 – 70 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 71 11/21/2023
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

5.2 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

MATCH LINE
1 A2.48
/

MATCH LINE
1 A2.46

RENEWAL
DATE

RCHIT ECT

ED S NE IC L
A

ALI FOR N IA

Job No.:

Drawn:

Checked:

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 33 – 72 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 73 11/21/2023
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

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

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

Job No.:

Drawn:

Checked:

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 33 – 74 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 75 11/21/2023
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
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

Job No.:

Drawn:

Checked:

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 33 – 76 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 77 11/21/2023
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

4.1 3

4.1 4.1
4 6.10
4 3

5.2 5.6 5.6 5.6

5.2 5.6

5.6 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

Job No.:

Drawn:

Checked:

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 33 – 78 11/21/2023
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
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

Job No.:

Drawn:

Checked:

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 33 – 79 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 80 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 81 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 82 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 83 11/21/2023
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

Job No.:

Drawn:

Checked:

REFLECTED

CEILING PLAN
LEVEL 1
1/16" = 1'-0" 1 A2.61
LEVEL 1

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 33 – 84 11/21/2023
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

Job No.:

Drawn:

Checked:

REFLECTED

CEILING PLAN
LEVEL 2
1/16" = 1'-0" 1 A2.62
LEVEL 2

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 33 – 85 11/21/2023
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

Job No.:

Drawn:

Checked:

REFLECTED

CEILING PLAN
LEVEL 3
1/16" = 1'-0" 1 A2.63
LEVEL 3

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 33 – 86 11/21/2023
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

Job No.:

Drawn:

Checked:

REFLECTED

CEILING PLAN
LEVEL 4
A2.64 1/16" = 1'-0" 1
LEVEL 4

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 33 – 87 11/21/2023
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

Job No.:

Drawn:

Checked:

REFLECTED

CEILING PLAN
LEVEL 5
1/16" = 1'-0" 1 A2.65
LEVEL 5

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 33 – 88 11/21/2023
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

Job No.:

Drawn:

Checked:

REFLECTED

CEILING PLAN
LEVEL 6
A2.66
1/16" = 1'-0" 1
LEVEL 6

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 33 – 89 11/21/2023
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

Job No.:

Drawn:

Checked:

REFLECTED

CEILING PLAN
LEVEL 7
A2.67
1/16" = 1'-0" 1
LEVEL 7

GENERAL NOTES

KEY NOTES X
Date Issues / Revisions:

City Council 33 – 90 11/21/2023
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

Job No.:

Drawn:

Checked:

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 33 – 91 11/21/2023

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

Job No.:

Drawn:

Checked:

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 &

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 33 – 92 11/21/2023
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

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A

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Job No.:

Drawn:

Checked:

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 33 – 93 11/21/2023

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

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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 33 – 94 11/21/2023

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

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ED S NE IC L
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Job No.:

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Checked:

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 33 – 95 11/21/2023

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

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Checked:

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 33 – 96 11/21/2023
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

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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 33 – 97 11/21/2023
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
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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 33 – 98 11/21/2023
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

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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 33 – 99 11/21/2023
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

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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 33 – 100 11/21/2023
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

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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 33 – 101 11/21/2023
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

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Job No.:

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Checked:

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 33 – 102 11/21/2023
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
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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

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Job No.:

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City Council 33 – 103 11/21/2023
P
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15' - 4"
P
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A
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15' - 1"
BED
CLOSET
BATH
W/D

KITCHEN
DINING
LIVING
16' - 8"
3 2' - 7"
P
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16' - 8"
16' - 8"

KITCHEN

DINING BED
LIVING
CLOSET
W/D
BATH

PER OVERALL PLANS
3 7' - 0"
P
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A
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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

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
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ALI FOR N IA

Job No.:

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Checked:

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
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 33 – 104 11/21/2023
P
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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
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A
N
S
6' - 9" 5' - 11" 10' - 5"
4' - 8"
23' - 2"
P
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O
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P
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A
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8'-0" CEILING
LIVING

BEDROOM
DINING

KITCHEN
CLOSET

BATHROOM
W/D

BALCONY
23' - 2"
10' - 9" 5' - 11" 6' - 6"
4' - 8"
P
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O
V
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RA
L
L
P
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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

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

Job No.:

Drawn:

Checked:

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

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

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 33 – 105 11/21/2023
P
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P
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29' - 0"
12' - 4" 6' - 2" 10' - 6"
P
E
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O
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L
L
P
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A
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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
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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
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O
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P
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A
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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

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

Job No.:

Drawn:

Checked:

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

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

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 33 – 106 11/21/2023
10' - 6" 5' - 11"
P
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P
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4' - 8"
3 3' - 6"
P
E
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L
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P
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A
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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

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

Job No.:

Drawn:

Checked:

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

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

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 33 – 107 11/21/2023
8' - 4" 14' - 6"
3 0' - 3"
P
E
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O
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L
P
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A
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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

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

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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

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

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 33 – 108 11/21/2023
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

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

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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

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

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 33 – 109 11/21/2023
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

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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 33 – 110 11/21/2023
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

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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 33 – 111 11/21/2023
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

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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 33 – 112 11/21/2023
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

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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 33 – 113 11/21/2023

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

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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 33 – 114 11/21/2023
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

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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 33 – 115 11/21/2023

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

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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 33 – 116 11/21/2023
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
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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
STAIR 6 SECTION
City Council 33 – 117 11/21/2023

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"

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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 33 – 118 11/21/2023

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

Job No.:

Drawn:

Checked:

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

Santa Ana City CouncilNovember 21, 2023

Santa Ana City Council
November 21, 2023