Attachment 4 — Burbank City Council, November 1, 2022

A0.0
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK
CA 91504

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
1/8" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT

TITLE SHEET
09-01-22
RESIDENCY AT THE EMPIRE 1
2814 W. Empire Ave, Burbank CA 91504

UNIT MIX

PROJECT INFORMATION
Development Standards

ADDRESS/LEGAL INFORMATION
ADDRESS:2814 W. EMPIRE AVE, CITY OF BURBANK, CA 91504
APN:

General Plan Designation
Open Space
Base Parking Requirement:

BURBANK MUNICIPAL CODE TITLE 10 ZONING REGULATIONS
NET LOT AREA:

BURBANK 2035 GENERAL PLAN
BUILDING CODE INFORMATION:

CONSTRUCTION TYPE:

OCCUPANCY:

NO. OF STORIES:

AVERAGE GRADE PLANE:

BUILDING CODE HEIGHT:

GOVERNING CODES:

CALIFORNIA CODE OF REGULATIONS
TITLE 24, PART 8
TITLE 24, PART 10
2464-001-017
Not Required
35,957 S.F

JURISDICTIONAL INFORMATION
ZONING:M-2 (General Industrial)

PLANNING AND ZONING INFORMATION
5-TYPE 111A over 2-TYPE 1A
R2
76'-9" complies with Tbl 504.3
148 Units 100% Affordable Housing Development with One incentive.

VICINITY MAP
TITLE 24, PART 2, VOLUME 142
7 PROJECT SUMMARY:

A 148 UNIT- 7 STORY- TYPE 1A & TYPE 111A -ONE HOUR-FULLY NFPA 13 SPRINKLERED DENSITY BONUS -100 % AFFORDABLE WITH NO REQUIRED PARKING SB35 Ministerial approval

PROVIDE AUTOMATIC SPRINKLER SYSTEM
OBTAIN PLUMBING PERMIT PRIOR TO INSTALLATION.
652.98

AREA BY OCCUPANCY
R2 - Residential
Regional Commercial
124,131 s.f
S1 - Parking garage 5,334 s.f.

PROVIDE DISTRIBUTED ANTENNA SYSTEM
(DAS) PER NFPA & FD REQUIREMENTS
PROVIDE MANUAL FIRE ALARM SYSTEM PER CBC 907
PROVIDE 2-WAY COMMUNICATION SYSTEM PER LAFC 510

BUILDINGS SHALL BE PROVIDED WITH APPROVED RADIO
PROVIDE ELEVATOR BATTERY LOWERING + LIGHTING
PROVIDE 2 HR EMERGENCY BATTERY BACK-UP POWER SUPPLY.

FIRE DEPARTMENT REQUIREMENTS
THROUGHOUT ENTIRE BUILDING. NFPA -13
ZONING CODE HEIGHT:75'-9"
FULLY SPRINKLEREDNFPA 13
Vertical shaft wall:
2 hour with 90 minutes door assemblies
FIRE RESISTIVE RATING FOR TYPE 111A CONST:

PRIMARY STRUCT FRAME:

BEARING EXTERIOR WALLS

BEARING INTERIOR WALLS

NON BEARING INTERIOR
1 HR
2 HR
1 HR
1 HR
NON BEARING EXTERIOR1 HR
FLOOR CONSTRUCTION1 HR
ROOF CONSTRUCTION1 HR
SEPARATE PERMIT APPLICATION FOR: GRADING WORK R&R, BLOCK FENCE WALLS, SIGNS, FIRE SPRINKLER, FIRE ALARM

SYSTEMS, ELECTRICAL, MECHANICAL, PLUMBING WORK, AND DEMOLITION COVERAGE FOR EMERGENCY RESPONDERS LAFC 510
Total Building Area 129,465 s.f.
1 Incentives Request
Note: All exterior walls must be constructed
with Fire Retardant Treated Wood for Type 111 CONSTRUCTION A = 48,000 s.f t
BUILDING CODE AREA ANALYSIS CBC Tbl: 506.2
for Type 111A construction.

Proposed R2 floor area above concrete podium = 92,630 s.f TYPE 111A construction throughout
DEXOTEX DECK COATINGESR 1757

ROOF - DURALAST

A COPY OF THE EVALUATION REPORT AND/ OR

CONDITIONS OF LISTING SHALL BE MADE
AVAILABLE AT THE JOB SITE.

BUS STOP DISTANCE
LEGAL DESCRIPTION:
(PER TITLE REPORT NOTED HEREON):

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:

THAT WESTERLY 99.22 FEET, AS MEASURED ALONG THE NORTHERLY LINE OF THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, IN TOWNSHIP 1 NORTH, RANGE 14 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY

OF BURBANK, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND, DESCRIBED AS FOLLOWS:

BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE ALONG THE NORTHERLY LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, NORTH 89°45'05" WEST 590 FEET; THENCE SOUTH 00°09'07" WEST PARALLEL WITH THE EASTERLY LINE OF SAID NORTHWEST QUARTER OF NORTHWEST QUARTER 391.67 FEET, MORE OR LESS, TO THE NORTHERLY LINE OF THE SOUTHERN PACIFIC RAILWAY RIGHT OF WAY COAST LINE, AS SHOWN ON TRACT NO. 13067, IN THE CITY OF BURBANK, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 257, PAGES 34 AND 35 OF MAPS; THENCE SOUTH 77°24'15" EAST ALONG SAID NORTHERLY LINE 604.19 FEET, MORE OR LESS, TO THE EASTERLY LINE OF SAID NORTHWEST QUARTER OF SECTION 10; THENCE ALONG SAID EASTERLY LINE, NORTH 0 DEGREES 09 MINUTES 07 SECONDS EAST 520.88 FEET, MORE OR LESS, TO THE POINT OF BEGINNING.

EXCEPT THE NORTHERLY 25 FEET THEREOF, CONVEYED TO THE CITY OF BURBANK, FOR ROAD PURPOSES, BY DEED RECORDED IN BOOK 2798, PAGE 66, OFFICIAL RECORDS.

APN: 2464-001-017
GROSS LOT AREA:37,445 S.F
Allowable FARConsistent with the
Allowable Density58 units/acre
Allowable Height50 ft
Required Front yard (20% bldg ht=75.75x.0.20)15 ft -2 inches A. ZERO TO ONE (1) BEDROOMS: ONE (1) ONSITE PARKING
B. TWO (2) TO THREE (3) BEDROOMS: TWO (2) ONSITE PARKING C. FOUR (4) AND MORE BEDROOMS: TWO AND ONE-HALF (2 1/2)

3. Landscaping.
a. A minimum of 50 percent of front and exposed side yards shall be landscaped. b. The provision of outdoor amenities and decorative hardscape, such as outdoor seating areas with benches permanently affixed to the ground or hardscaped areas enriched with decorative materials which are under a tree canopy, shall be credited toward up to 50 percent of the required landscaping in all yards. Vehicular access areas may not be considered as decorative hardscape. c. The planting of vines on masonry buildings is encouraged. d. To qualify as landscaped area, all areas not occupied by trees or shrubs must be planted with turf or other ground cover with a minimum soil depth of 12 inches. All planters must be a minimum of 18 inches deep and two feet in their smallest inside dimension, unless a tree is required, in which case a three (3) foot planter depth shall be required and the planter must have a minimum inside dimension of four (4) feet. e. In required front and exposed side yards, a minimum of one tree shall be planted for every 40 linear feet of street frontage or fraction thereof. Turf is allowed in up to 50 percent of required landscaped areas. In shrub areas, a minimum of one five (5) gallon shrub is required for every ten (10) square feet of shrub area. There is no front yard per SB 1818. Side yard Landscape compliance met. f. A minimum of 50 percent of required trees shall be a minimum 36-inch box size, with the remainder a minimum 24-inch box size. The required 36-inch box trees shall be equally distributed in required front or street side yards. g. If trees are planted in planters, the planters must have a minimum length and width of five (5) feet.

Incentives/Concessions
None required
No density restrictions

75.75' proposed
Code Section
allowed additional
3 stories or 33 ft
project within 1500 ft
major bus stop.
0 feet proposed
Zero parking required
project within 1500 ft
major bus stop.
per Government Code
per Government Code
incentive #1
Fire wall used to reduce fire area within the structure 4 Incentives Allowed
SITE

N ONTARIO ST
EMPIRE
5 HWY

N FAIRVIEW ST

N NIAGARA ST

N CATALINA ST

N NAOMI ST

N FREDERIC ST

N BRIGHTON ST

N LINCOLN ST

N HOLLYWOOD WAY

W VANOWEN STREET

VISTA ST

N ONTARIO ST

N FAIRVIEW ST

N NIAGARA ST

N CATALINA ST

N NAOMI ST

N FREDERIC ST

N BRIGHTON ST

N LINCOLN ST

N BUENA

W PACIFIC AVE

W VALHALLA DR
AVENUE
W

THORNTONAVENUE

N SCREENLAND DR

W VALHALLADR

N LIMA ST

N AVON ST

N SAN FERNANDO BLVD

BURTON AVE
FIRST FLOOR AREA18,309 S.F
2ND FLOOR AREA18, 526 S.F
3RD FLOOR AREA18, 526 S.F
4TH FLOOR AREA18, 526 S.F
5TH FLOOR AREA18, 526 S.F
6TH FLOOR AREA18, 526 S.F
7TH FLOOR AREA18, 526 S.F
TOTAL FLOOR AREA 129,465 S.F
GROSS LOT AREA37,445 S.F
FAR129,465/37,445 S.F
= 3.46:1

FAR INCLUDING GARAGE
Government Code Section
65915(f)(3)(D)(ii).

Government Code Sections
65915(d)(2)(D)
Government code Section
65915(d)(2)(D)
Government Code Sections
65915(p)(3)

1. All projects shall comply with Title 9, Chapter 1, of the Burbank Municipal Code, 2019 edition of the California Building Code, California Residential Code, California Electrical Code, California Mechanical Code, California Plumbing Code, California Green Building Standards and Building Energy Efficiency Standards, including all intervening Code cycles.

Parking Analysis
Parking Required none
Parking Provided:

Standard Stalls5
Van Accessible1
EVCS van accessible 1
Total Provided7
Bicycle Parking Analysis
Parking Required none
Parking Provided:

Longterm Stalls18
Short term2
Total Bicycle Parking 20
1) 0' front yard instead of 15'-2"
FLOOR 1 BRM2 BRM 3 BRM TOTAL
1 6 2 2 10
2 11 6 6 23
3 11 6 6 23
4 11 6 6 23
5 11 6 6 23
6 11 6 6 23
7 11 6 6 23
TOTAL 72 38 38 148
3RD, 4TH, 5TH, 6TH & 7TH FLOOR
A-2.3
BUILDING SECTIONSA-4.0

SHEET INDEX
BUILDING SECTIONSA-4.1
A-2.0PLOT PLAN
A-2.1FIRST FLOOR PLAN
A-2.2

ROOF PLAN

EXTERIOR ELEVATIONS
A-3.0EXTERIOR ELEVATIONS
A-3.1
A-0.0 TITLE SHEET
A-0.1 GREEN MANDATORY MEASURES
A-0.2 GREEN MANDATORY MEASURES
A-1.0 FLOOR AREA CALC/POLICE DEPT NOTES
A-1.1 DEMOLITION PLAN

OWNER/DEVELOPER

ABS HOLLYWOOD, LLC
5500 HOLLYWOOD BLVD
4TH FLOOR, WEST WING
LOS ANGELES, CA 90028

ARCHITECT

EDWIN MOHABIR ARCHITECT, INC
25206 BISHOP CT
VALENCIA, CA 91381
323-459-8809

STRUCTURAL ENGINEER
LABIB FUNK+ASSOC.
319 MAIN ST.

EL SEGUNDO, CA 90245
213-239-9700

PROJECT TEAM

CIVIL ENGINEER

LAND DESIGN CONSULTANTS, INC
800 ROYAL OAKS DR. SUITE 104
MONROVIA, CA 91016
626-578-7000

LAND USE

ARMBRUSTER, GOLDSMITH & DEVAC LLP
11611 SAN VICENTE BLVD, SUITE 900
LOS ANGELES, CA 90049
310-209-8800
LANDSCAPE ARCHITECT:

DSK Landscape Architects, INC
3000 W. 6th Street, Suite 300
Los Angeles, CA 90020
Office: 213-382-3113
Cell: 310-259-8650
Deferral of any submittal items shall have prior approval of building official. The registered design professional in responsible charge shall list the deferred submittals on construction documents for review.

A-5.3
A-5.0ENLARGE UNIT PLANS
A-5.1
A-5.2
A-5.4
A-5.5

ENLARGE UNIT PLANS

ENLARGE UNIT PLANS
General Plan
ATTACHMENT 4-1
CHAPTER 4

RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION

4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE

4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency.

4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING

4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section

4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance.

Exceptions:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite.

3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility.

4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency.

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

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

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

4. Identify construction methods employed to reduce the amount of construction and demolition waste generated.

5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.

4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1.

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

4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1

4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1

4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section.

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

4.410 BUILDING MAINTENANCE AND OPERATION

4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building:

1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure.

2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts. c.

Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems.
e.

Water reuse systems.

3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations.

4. Public transportation and/or carpool options available in the area.

5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range.

6. Information about water-conserving landscape and irrigation design and controllers which conserve water.

7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation.

8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc.

9. Information about state solar energy and incentive programs available.

10. A copy of all special inspections verifications required by the enforcing agency or this code.

11. Information from CAL Fire on maintenance of defensible space around residential structures.

4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section.

DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY

4.303 INDOOR WATER USE

4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4.

Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.

4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.

The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.

4.303.1.3 Showerheads.

4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time.

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

4.303.1.4 Faucets.

4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi.

4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi.

4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle.

4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

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

4.303.1.4.5 Pre-rinse spray valves.

When installed, shall meet the requirements in the
California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]

4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings.

Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code.

4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code.

TABLE - MAXIMUM FIXTURE WATER USE

FIXTURE TYPEFLOW RATE

SHOWER HEADS
(RESIDENTIAL)1.8 GMP @ 80 PSI

LAVATORY FAUCETS
(RESIDENTIAL)
MAX. 1.2 GPM @ 60 PSI
MIN. 0.8 GPM @ 20 PSI

LAVATORY FAUCETS IN
COMMON & PUBLIC USE AREAS0.5 GPM @ 60 PSI
KITCHEN FAUCETS1.8 GPM @ 60 PSI
METERING FAUCETS0.2 GAL/CYCLE
WATER CLOSET1.28 GAL/FLUSH
URINALS0.125 GAL/FLUSH

4.304 OUTDOOR WATER USE

4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

NOTES:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
NNew
NOTE:

THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND
IS INCLUDED AS A CONVENIENCE FOR THE USER.

SECTION 4.102 DEFINITIONS

4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water.

WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls.

4.106 SITE DEVELOPMENT

4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section.

4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site.

1. Retention basins of sufficient size shall be utilized to retain storm water on the site.

2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency.

3. Compliance with a lawfully enacted storm water management ordinance.

Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)

4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales

2. Water collection and disposal systems

3. French drains

4. Water retention gardens

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections

4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.

Exceptions:

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

1.1 Where there is no commercial power supply.

1.2 Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit.

2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities.

4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.

Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code.

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

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration.

Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.

Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used.

SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

Exceptions:

1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable.

2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable.

4.106.4.2 New multifamily dwellings. If residential parking is available, ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number.

Notes:

1. Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging.

2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.

3. A parking space served by electric vehicle supply equipment or designated as a future EV charging space shall count as at least one standard automobile parking space for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details.

4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space shall be located in the common use parking area and shall be available for use by all residents.

4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options:

1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.

2. The EV space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building.

Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.1.1 and Section 4.106.4.2.2, Item 3.

Note: Electric Vehicle charging stations serving public housing are required to comply with the California Building Code, Chapter 11B.

4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following:

1. The minimum length of each EV space shall be 18 feet (5486 mm).

2. The minimum width of each EV space shall be 9 feet (2743 mm).

3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm).
a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction.

4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240- volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.

Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger, at the time of original construction in accordance with the California Electrical Code.

4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces
at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction.

4.106.4.2.5 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code.

4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces capable of supporting future installation of EVSE. The construction documents shall identify the location of the EV spaces.

Notes:

1. Construction documents are intended to demonstrate the project's capability and capacity or facilitating future EV charging.

2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.

3.A parking space served by electrical vehicle supple equipment or designed as a future EV charging space shall count as at least one standard automobile parking space for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details.

4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be based on the total number of parking spaces provided for all types of parking facilities in accordance with Table 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number.

SECTION 4.501 GENERAL

4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.

SECTION 4.502 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1.

DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

TABLE 4.106.4.3.1

TOTAL NUMBER OF PARKING
SPACES

NUMBER OF REQUIRED EV
SPACES
0-90
10-251
26-502
51-754
76-1005
101-1507
151-20010
201 and over6 percent of total

4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed to comply with the following:

1. The minimum length of each EV space shall be 18 feet (5486mm).

2. The minimum width of each EV space shall be 9 feet (2743mm)

4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designed in accordance with Section 4.106.4.2.3.

4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4.

4.106.4.3.5 Identification. The service panels or sub-panels shall be identified in accordance with Section

4.106.4.2.5.

4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV charging stations in the California Building Code, Chapter 11B.

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

PARTY
RESPON.

PARTY
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2021, Includes July 2021 Supplement) Y = YES
N/A= NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

4.201 GENERAL

4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards.

DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019

PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
A-0.1
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
1/8" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT
GREEN

MEASURES
06-22-22
F:\2022-PROJECT\SAMIR-BURBANK\CAL GREEN\GREEN NOTES -GN 1-GN 2.dwg, 6/23/2022 9:18:20 PM, DWG To PDF.pc3 ATTACHMENT 4-2
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC).

Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701.

MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).

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

VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).

4.503 FIREPLACES

4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances.

4.504 POLLUTANT CONTROL

4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system.

4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.

4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.

Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of
California Code of Regulations, Title 17,
commencing with section 94507.

4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.

4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.

4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification.

2. Field verification of on-site product containers.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.

4.505 INTERIOR MOISTURE CONTROL

4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.

4.505.2 CONCRETE SLAB FOUNDATIONS.

Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section.

4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following:

1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06.

2. Other equivalent methods approved by the enforcing agency.

3. A slab design specified by a licensed design professional.

4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS.

Building materials with visible signs of water damage
shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following:

1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code.

2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified.

3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.

Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure.

4.506 INDOOR AIR QUALITY AND EXHAUST

4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following:

1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.

2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in)
Notes:

1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination.

2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.

4.507 ENVIRONMENTAL COMFORT

4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods:

1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods.

2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods.

3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods.

Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable.

TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)

ARCHITECTURAL APPLICATIONSVOC LIMIT
INDOOR CARPET ADHESIVES50
CARPET PAD ADHESIVES50
OUTDOOR CARPET ADHESIVES150
WOOD FLOORING ADHESIVES100
RUBBER FLOOR ADHESIVES60
SUBFLOOR ADHESIVES50
CERAMIC TILE ADHESIVES65
VCT & ASPHALT TILE ADHESIVES50
DRYWALL & PANEL ADHESIVES50
COVE BASE ADHESIVES50
MULTIPURPOSE CONSTRUCTION ADHESIVE70
STRUCTURAL GLAZING ADHESIVES100
SINGLE-PLY ROOF MEMBRANE ADHESIVES250
OTHER ADHESIVES NOT LISTED50

SPECIALTY APPLICATIONS
PVC WELDING510
CPVC WELDING490
ABS WELDING325
PLASTIC CEMENT WELDING250
ADHESIVE PRIMER FOR PLASTIC550
CONTACT ADHESIVE80
SPECIAL PURPOSE CONTACT ADHESIVE250
STRUCTURAL WOOD MEMBER ADHESIVE140
TOP & TRIM ADHESIVE250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL30
PLASTIC FOAMS50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD30
FIBERGLASS80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE

THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)

SEALANTSVOC LIMIT
ARCHITECTURAL250
MARINE DECK760
NONMEMBRANE ROOF300
ROADWAY250
SINGLE-PLY ROOF MEMBRANE450
OTHER420

SEALANT PRIMERS

ARCHITECTURAL
NON-POROUS250
POROUS775
MODIFIED BITUMINOUS500
MARINE DECK760
OTHER750
TABLE 4.504.5 - FORMALDEHYDE LIMITS1

MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCTCURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE0.05
HARDWOOD PLYWOOD COMPOSITE CORE0.05
PARTICLE BOARD0.09
MEDIUM DENSITY FIBERBOARD0.11
THIN MEDIUM DENSITY FIBERBOARD20.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL

MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.

CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.

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

TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3

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

COMPOUNDS

COATING CATEGORYVOC LIMIT
FLAT COATINGS50
NON-FLAT COATINGS100
NONFLAT-HIGH GLOSS COATINGS150

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS400
BASEMENT SPECIALTY COATINGS400
BITUMINOUS ROOF COATINGS50
BITUMINOUS ROOF PRIMERS350
BOND BREAKERS350
CONCRETE CURING COMPOUNDS350
CONCRETE/MASONRY SEALERS100
DRIVEWAY SEALERS50
DRY FOG COATINGS150
FAUX FINISHING COATINGS350
FIRE RESISTIVE COATINGS350
FLOOR COATINGS100
FORM-RELEASE COMPOUNDS250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH TEMPERATURE COATINGS420
INDUSTRIAL MAINTENANCE COATINGS250
LOW SOLIDS COATINGS1120
MAGNESITE CEMENT COATINGS450
MASTIC TEXTURE COATINGS100
METALLIC PIGMENTED COATINGS500
MULTICOLOR COATINGS250
PRETREATMENT WASH PRIMERS420
PRIMERS, SEALERS, & UNDERCOATERS100
REACTIVE PENETRATING SEALERS350
RECYCLED COATINGS250
ROOF COATINGS50
RUST PREVENTATIVE COATINGS250

SHELLACS
CLEAR730
OPAQUE550

SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS100
STAINS250
STONE CONSOLIDANTS450
SWIMMING POOL COATINGS340
TRAFFIC MARKING COATINGS100
TUB & TILE REFINISH COATINGS420
WATERPROOFING MEMBRANES250
WOOD COATINGS275
WOOD PRESERVATIVES350
ZINC-RICH PRIMERS340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &

EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY

THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)

4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.

4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.

4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.

4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.

4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5

4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards.

5. Other methods acceptable to the enforcing agency.

Y N/A Y N/A Y N/A Y N/ARESPON.

PARTY
RESPON.

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
1/8" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT

MANDATORY

MEASURES
06-22-22
F:\2022-PROJECT\SAMIR-BURBANK\CAL GREEN\GREEN NOTES -GN 1-GN 2.dwg, 6/23/2022 9:19:21 PM, DWG To PDF.pc3 ATTACHMENT 4-3
FIRST FLOOR AREA = 18,309 S.F (GROSS)
RESIDENTIAL FLOOR AREA =10475+2500 = 12,975S.F
line of building above
drive entry
exit
A-1.0
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
1/16" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT

FLOOR AREA

CALCULATION

POLICE DEPT
NOTES
06-22-22
PLANTER AT 2ND LEVEL
2,3,4,5,6, & 7TH FLOOR AREA = 18,526 S.F PER FLOOR
TOTAL FLOOR AREA = 18526 X 6 = 111,156 S.F
10,475 S.F 2500 S.F
PARKING 5334 S.F

NOT COUNTED IN FAR
FIRST FLOOR AREA12,975 S.F
2ND FLOOR AREA18, 526 S.F
3RD FLOOR AREA18, 526 S.F
4TH FLOOR AREA18, 526 S.F
5TH FLOOR AREA18, 526 S.F
6TH FLOOR AREA18, 526 S.F
7TH FLOOR AREA18, 526 S.F
TOTAL FLOOR AREA124,131 S.F
GROSS LOT AREA37,445 S.F
FAR124,131/37,445 S.F
= 3.32:1
FIRST FLOOR AREA18,309 S.F
2ND FLOOR AREA18, 526 S.F
3RD FLOOR AREA18, 526 S.F
4TH FLOOR AREA18, 526 S.F
5TH FLOOR AREA18, 526 S.F
6TH FLOOR AREA18, 526 S.F
7TH FLOOR AREA18, 526 S.F
TOTAL FLOOR AREA129,465 S.F
GROSS LOT AREA37,445 S.F
FAR129,465/37,445 S.F
= 3.46:1

FAR INCLUDING GARAGE

FAR EXCLUDING GARAGE
ATTACHMENT 4-4
APN: 2464-001-913
APN: 2464-001-007
APN: 2464-001-017

BURBANK, CA
2814 W. EMPIRE AVE
C L

E M P I R E A V E N U E
MSC
MSCMSC
MSCMSC

STORAGE

BLDG CANOPY
(E) OPEN PARKING LOT
(E) PARK PARKING LOT (E) PARK PARKING LOT

METAL CANOPY
C L

V A N O W E N S T R E E T S C R R A R / W

U P R R R / W
(E) OPEN CHANNEL

RECTANGULAR CONCRETE
6'H CLF
18"H DEBRIS FENCE

ALTA/NSPS LAND TITLE SURVEY

COUNTY OF LOS ANGELES
FOR PORTION OF THE NW 1/4, NW 1/4,
SECTION 10, T1N, R14W, S.B.M.

DEMOLITION PLAN

BASIS OF BEARINGS
LAND DESIGN CONSULTANTS INC.Land Planning, Civil Engineering, Surveying & Environmental Services

ABS BURBANK, LLC

THE BURBANK SITE COMMERCIAL BUILDING PROJECT
2814 W. EMPIRE AVE.FOR MIXED-USE PURPOSES

BENCHMARK

EXISTING

BUILDING
TO BE

DEMOLISHED
A1.1
C:\Users\Edwin Mohabir\AppData\Local\Temp\Temp4_ALTA-S3.zip\ALTA\DEMO PLAN.dwg, 6/23/2022 9:23:40 PM, DWG To PDF.pc3 ATTACHMENT 4-5
14 ft clear headroom
to bottom of all obstructions
70'-3"
20'-0"

FIRE LANE

TURNAROUND
14 feet clear headroom
including, plumbing pipes
sprinkler heads and mech. ducts

SITE PLAN
26'-0"
line of building above
114
a
D
a
26'-0"
20'-0"

FIRE LANEFIRE LANE

OPEN TO SKY
PROPERTY 388.31
PROPERTY 99.22
PROPERTY 351.57
PROPERTY 101.59
PROPERTY 99.22
PROPERTY 388.31
28' R
26'-0"
Hatched area indicates
EXISTING 6 FEET SIDEWALK
NEW 9 FEET DEDICATION
6'-0"9'-0"TO CREATE 15 FT SIDEWALK

FIRE LANE
60'-0"
319'-9"22'-8"
5'-0" 66'-2" 27'-1"

13.9 14 1
ENTRY
drive entry
on grade planter
5% max running slope5% max running slope
2% max cross slope
2% max cross slope
2% max cross slope
2% max cross slope
2% max cross slope
5% max running slope
planter
D
A-2.0
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
1/16" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT

PLOT PLAN
09-01-22
Elevation A
Elevation B
Elevation C
Elevation D
Average Grade Elevation

PLAY AREA
ELEV A
655.06
ELEV B
650.02
ELEV C
651.08
ELEV D
655.76
655.06
650.02
651.08
655.76
Total 2611.92
Avg 2611.92/4 652.98
PLANTER AT 2ND LEVEL "A"
100% AFFORDABLE MULTI-FAMILY DEVELOPMENT

UTILIZING STATE DENSITY BONUS INCENTIVES
PROPOSED 7 STORY TYPE 111A - 148 UNIT
7'-10"
2'-8"
1'-0"
5'-0"
20'-0"
38'-3"15'-3"13'-8"
12" BUILDING OVERHANG
2 SHORT TERM BICYCLE
Well at ground floor
Protect Monitoring
Building overhang
at upper floors
3'-3" 10'-3" 3'-0"
4'-1"8'-0"3'-0"
1800 s.f

FENCE WALL ALONG FIRE LANE

FENCE WALL ALONG WEST PROPERTY LINE
Angled pl at rear yard

EMPIRE AVE

EMPIRE AVE
Angled pl at rear yard

FENCE WALL ALONG SOUTH PROPERTY LINE

ENLARGE FENCE WALL
6'-0" TYP
6'-0" TYP
15'-0" MAX
12" 12"
1 12" wide x 8" thick concrete pilaster
2 2" thick concrete cap
3 8x8x16 decorative masonry wall
1 2 3
D. MASONRY WALL.

A six (6) foot high decorative masonry wall shall be
erected along every property forming a boundary with
a residential zone, except that along the front setback area of such residential zone the wall shall be reduced to three (3) feet.

3. Landscaping.
a. A minimum of 50 percent of front and exposed side yards shall be landscaped. 1896 square feet required and 3270 square feet provided b. The provision of outdoor amenities and decorative hardscape, such as outdoor seating areas with benches permanently affixed to the ground or hardscaped areas enriched with decorative materials which are under a tree canopy, shall be credited toward up to 50 percent of the required landscaping in all yards. Vehicular access areas may not be considered as decorative hardscape. 1800 square feet outdoor space provided
c. The planting of vines on masonry buildings is encouraged.

Vines planted along the concrete garage wall.
d. To qualify as landscaped area, all areas not occupied by trees or shrubs must be planted with turf or other ground cover with a minimum soil depth of 12 inches. All planters must be a minimum of 18 inches deep and two feet in their smallest inside dimension, unless a tree is required, in which case a three (3) foot planter depth shall be required and the planter must have a minimum inside dimension of four (4) feet.
e. In required front and exposed side yards, a minimum of one tree shall be planted for every 40 linear feet of street frontage or fraction thereof. Turf is allowed in up to 50 percent of required landscaped areas. In shrub areas, a minimum of one five (5) gallon shrub is required for every ten (10) square feet of shrub area.
f. A minimum of 50 percent of required trees shall be a minimum 36-inch box size, with the remainder a minimum 24-inch box size. The required 36-inch box trees shall be equally distributed in required front or street side yards.
g. If trees are planted in planters, the planters must have a minimum length and width of five (5) feet.

Landscaped Area provided = 794 s.f
East Side Yard Area = 313.5 x 5 = 1567.50 s.f
West Side Yard Area = 319.75 X 5 = 1598.75 s.f
Req. landscape area = 1598.75x0.5 = 799.38 s.f
313'-6"SIDE YARD LENGHT

SIDE YARD LENGHT
Landscaped Area provided = 1129 s.f
950 S.F
ON GRADE PLANTER "B"
520 S.F
SIDE YARD LANDSCAPE CALCULATIONS:
one tree required for 40 feet street frontage or fraction Street Frontage 99.22 '
Number of trees required 99.22/40 = 2.50 = 3 trees required See Landscape plans for tree count and location
Tree calculations:

STOCK PICTURE OF FENCE WALL
side yard side yard/fire lane
zero front
yard proposed
rear yard
rear yard
44'-10"
6' high masonry wall at1
Pad mounted transformer vault2
Electrical switch gear3
Fire department hammer head4
Protect monitoring well5
Landscape buffer see landscape plans6
5 feet recessed entry7
with 1/4" thick tinted glazing
Planter at second floor podium8
Building break - 5 feet step back9
Construct new 20 feet wide driveway10
east, west and south property line
for required articulation
1 1
1 2
3 4
maintain 14 feet min. clear headroom
5 5
5 6
6 7
8 9
10 5'-11"no fence within 5 feet of new pl
Provide site lighting per electrical drawings11
11 11
11 11Policy 2.6:

SEE SHEET A0.1 & A0.2
Turf block pavers in fire lane
12 12 1212
15'-0"
15'-0"
sidewalk
sidewalk
1129 s.f
Landscaping
319.75 x 5 = 1598.75 square feet
Area of side yard
percentage landscaped
1129/1598.75 = 70.60%
line of building above
653.71 FG
655.50 FF
651.66 FG
654.00 FS
654.00 FS
653.96FS
654.96 FS
655.46 FS
654.25 FS
653.66 FS
656.00 FS
654.00FS
653.71 FG
651.50FS
650.50FS
654.50 FS
60+530+204 = 794s.f
Landscaping
313.5 x 5 = 1567.5 square feet
Area of side yard
percentage landscaped
794/1567.5 = 50.6%
204 s.f
planter
Minimum 50% area to be landscaped
Req. landscape area = 1567.5x0.5 = 783.75 s.f
(e)fire hydrant ADA walkway
broom finish concrete
ADA walkway
broom finish concrete
Area Drain
see civil
Utility Poles: There are no Utility Poles on site.
10-1-1602: CURB CUTS
No vehicular access way shall be located
nearer than 30 feet to the ultimate curb
lines of an intersecting street, nor be
provided with a curb cut of more than 18
feet in residential zones and 30 feet in other
zones. The Public Works Director may
permit a curb cut of not more than 38 feet
in nonresidential zones if the adjacent
parking area is provided with an internal
circulation pattern requiring two (2)-way
vehicular movement in the driveway. Curb
cuts on the same lot shall be separated by at
least 20 feet of uncut curb. In residential
zones, each lot is limited to one curb cut for
each 100 feet of street frontage along any
one street except that lots with less than
100 feet of street frontage may provide one
curb cut. Minor deviations from the
foregoing standards may be authorized by
the Public Works Director to accommodate
the safe ingress and egress of vehicles.

Curb cut will be constructed per City of
Burbank Standard plans

CONDITIONS PER PUBLIC WORKS TRAFFIC ENGINEERING SECTION ◼ No visual obstruction shall be erected or maintained above 3’ high or below 10’ high in a 5’ by 5’ visibility cut-off at intersection of street and driveway. [BMC 10-1- 1303(C)]
◼ Driveway apron shall be constructed per Burbank Standard Plan BS-102.

Driveway slope and transition shall be constructed per Burbank Standard Plan BT- 406.
◼ All driveways and access road leading to parking areas shall be designed to accommodate turn path of Passenger Car (P) design vehicle per the AASHTO Greenbook with minimum 24’ outer turning radius and 15’ inner turning radius. ◼ Parking spaces shall be constructed per BMC 10-1-1401, 10-1-1403, 10-1-1417, 10-1-1606.
◼ Parking shall be arranged so that vehicles do not back onto major or secondary highway to exit from the parking area. [BMC 10-1-1403]
◼ Parking spaces for residential use shall have a minimum width of 8’-6” and a minimum length of 18’ per BMC 10-1-1401.
◼ Access aisle width for standard spaces shall be per Burbank Standard Plan BT- 401 as follows:

STANDARD SIZE AUTOMOBILE

SPACES ADJOINING ACCESS AISLE

BASIC STALL WIDTH ACCESS AISLE WIDTH
8'-6" 27'-4"
8'-8" 26'-8"
9'-0" 25'-4"
9'-4" 24'-0"
This project is anticipated to increase the volume of pedestrians that will cross Empire Avenue to access the transits stops near Niagara Street/Empire Avenue and Catalina Street/Empire Avenue. Developer shall install either a High Intensity Activated Crosswalk (HAWK) beacon or a conventional traffic control signal at the intersection of Empire Avenue and Catalina Street.

The HAWK beacon and traffic control signal are intended to 1) improve accessibility for the residents of theproject to transits stop located on the north side of Empire Avenue and
2) reduce the chance of vehicle vs. pedestrian conflicts due to uncontrolled pedestrian crossing at the intersection. Developer shall provide documentation that the signal meets the one of the traffic control signal warrants per the 2014 California Manual on Traffic Control Devices Chapter 4C.

The HAWK beacon or traffic control signal shall meet the following requirements:

All improvements shall be subject to the approval of the Public Works Director or his/her designee. Developer shall coordinate with the Public Works Department for the installation of a traffic control signal at the intersection.

Developer shall submit traffic signal installation and striping plans to the Public Works Department, for review and acceptance. These plans shall be submitted with a Public Work Excavation Permit application.

High-visibility crosswalks shall be installed at the intersection to provide a clear and accessible pedestrian path across Empire Avenue.

The crosswalks shall be installed be City of Burbank Standard Plan BT-409A-1.

New ADA ramp(s) shall be installed at the intersection to provide accessible pedestrian path across Empire Avenue.

The HAWK beacon shall meet the requirements of Chapter 4F ‘Pedestrian Hybrid Beacons’ of the 2014 California Manual on Uniform Traffic Control Devices.

The HAWK beacon or traffic control signal shall have Caltrans signal and safety lighting standards, 3-inch conduit, a Caltrans 332L controller cabinet, and a Myers USPA service cabinet.
42" high decorative
fence
The signing and striping shall be in accordance with 2014 California Manual on Uniform Traffic Control Devices.
◼ Investigate the need to relocate transit stop on the south side of Empire at Empire/Catalina to Empire/Niagara to improve transit accessibility.

ATTACHMENT 4-6
FLOOR1 BRM2 BRM 3 BRM TOTAL
1 6 2 2 10
2 11 6 6 23
3 11 6 6 23
4 11 6 6 23
5 11 6 6 23
6 11 6 6 23
7 11 6 6 23
TOTAL 72 38 38 148
14 ft clear headroom
to bottom of all obstructions
A-2.1
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
1/16" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT

FIRST FLOOR
PLAN
09-01-22
70'-3"
20'-0"

FIRE LANE

TURNAROUND
14 feet clear headroom
including, plumbing pipes
sprinkler heads and mech. ducts
INDICATES 3 BRM UNIT
3BRM
2BRMINDICATES 2 BRM UNIT
003

PARKING
03 050607
C101
3 Bedroom
002
TRASH
C100
LOBBY

BICYCLE
18 008
940 s.f
101
3BRM
900 s.f.

C
103
2BRM
750 s.f.

B1
104
1BRM
455 s.f.

A1
109
1BRM
455 s.f.

A1
108
1BRM
455 s.f.

A1
107
1BRM
455 s.f.

A1
REC RM
760 s.f.

ELECTRICAL
METERS105
1BRM
455 s.f.

A1
106
1BRM
455 s.f.

A1
110
3BRM
930 s.f.

C2
1ST FLOOR - 10 UNITS
26'-0"
A4.1
B
line of building above
26'-0"
20'-0"

FIRE LANEFIRE LANE

OPEN TO SKY
PROPERTY 388.31
PROPERTY 99.22
no curb permitted in 26 feet clear Fire Department Access Lane PROPERTY 351.57
PROPERTY 101.59
PROPERTY 99.22
PROPERTY 388.31
28' R
26'-0"
Hatched area indicates
EXISTING 6 FEET SIDEWALK
NEW 9' FEET SIDEWALK

ON SUBJECT SITE
6'-0"9'-0"
TO CREATE 15 FT SIDEWALK

FIRE LANE
60'-0"
9'-0"319'-11"22'-8"
5'-0" 67'-2" 27'-1"
STALLS
005

REC ROOM FCP

OFFICEMAIL
ENTRY
Stair #1
ADA trash bins
drive entry
one hour fire rated corridor
Stair #2
204 s.f

4.0 A
A4.1
A
A4.0
D
A4.0
C
A4.0
B
653.71 FG
001
655.50 FF
654.00FS
655.00 FS
655.00 FS
1:12 RAMP
5% max running slope5% max running slope
2% max cross slope
2% max cross slope
2% max cross slope
2% max cross slope
2% max cross slope
04 5% max running slope
planter
Well at ground floor
Protect Monitoring
Building overhang
at upper floors
42" high decorative
fence
3'-3" 10'-3" 3'-0"
4'-1"8'-0"3'-0"
Electrical
Panels
FRONT
COP
654.00 FG
651.66 FG
LNDRY
007
18'-0"
1'-2" 9'-0" 9'-0" 9'-0" 1'-2" 9'-0" 9'-0" 8'-0" 2'-1"
6' high masonry wall at1
Pad mounted transformer vault2
Electrical switch gear3
Fire department hammer head4
Protect monitoring well5
Landscape buffer see landscape plans6
5 feet recessed entry7
with 1/4" thick tinted glazing
Bicycle parking8
Building break - 5 feet step back9
Construct new 20 feet wide driveway10
east, west and south property line
for required articulation
maintain 14 feet min. clear headroom
Provide site lighting per electrical drawings11
1 1
1 2
5 5
6 6
7 9
10 11
11 11
11 12Hydraulic Elevator 3500 lbs - must comply
with Stretcher requirements. Coordinate with
Elevator manufacturer prior to
commencement of Elevator footings.

Comply with all OSHA install safety
requirements 24x85 min Gurney size.

Front Opening
12 12
Concrete floor at garage with area drains13
see civil drawings
13 10-1-1417: PARKING LOT DESIGN STANDARDS
A. All off-street parking areas and accessways
shall be graded, paved, and marked as follows:

1. All paved areas used for parking, loading,
or vehicle circulation shall be designed
consistent with accepted engineering
principles for the largest type of anticipated
vehicle loading in order to minimize future
maintenance and safety hazards.

2. Surfaces shall be paved with concrete or
suitable asphaltic surfacing to prevent the
emanation of dust.

3. Surfaces shall be graded and drained in
accordance with standards prescribed by the
Public Works Director.

4. Parking spaces and access lanes shall be
clearly marked including the use of directional
arrows when necessary to guide internal
movements.

B. The Public Works Director, Community
Development Director, and/or the Planning
Board may place special requirements on an
individual site to reduce or increase the
number, width, and location of driveways in
order to reduce traffic hazards, decrease paved
area, or mitigate on-street parking problems.

The Public Works Director, Community
Development Director, and/or the Planning
Board may require that access, either primary
or secondary, take advantage of existing public
alleys.

C. Parking and directional signs shall be
provided in accordance with the Burbank
Municipal Code or when required by the Public
Works Director.

D. Barriers shall be provided as follows:

1. Safety barriers, protective bumpers, or
curbing and directional markers shall be
provided to ensure pedestrian and vehicular
safety and efficient utilization and protection of
landscaping, and to prevent encroachment
onto adjoining public or private property.

2. Concrete curbs at least six inches high shall
be installed to serve as wheelstops for cars next
to streets, sidewalks, buildings, or other
structures, and as protective edging for
planting areas.

E. All open space areas designed for active or
passive recreation purposes shall be physically
separated from parking areas and driveways in
a fashion necessary to protect the safety of all
pedestrians.

F. Visibility of pedestrians, bicyclists, and
motorists shall be ensured when entering
individual parking spaces, when circulating
within a parking facility, and when entering and
exiting a parking facility.

G. Internal circulation patterns and the
location and traffic direction of all access drives
shall be designed and maintained in
accordance with accepted principles of traffic
engineering and traffic safety. All vehicle
movements involved in loading, parking, or
turning around shall occur on-site.

LIGHTING:

A lighting and photometric plan that includes a
lighting schedule for the proposed parking
including the driveway area will be provided
Compliance with BMC Section 10-1-1420 will be included
in the final Conditions of Approval for the Project.
18'-0"
Indicates 8'--2" minimum clear headroon
to bottom of all obstructions including
pipes, ducts etc.

Concrete wheel stops14
Provide vapor barrier at all habitable space.15
5'-2"
102
2BRM
750 s.f.

ELECTRICAL PANELS
3 1129 s.f
Landscaping
319.92 x 5 = 1599.6 square feet
Area of side yard
percentage landscaped
1129/1599.6 = 70.50%
0102
EVCS
14 9'-0" 9'-0" 8'-0"
18'-0"
OFFICE
006
009
313'-6"
60+530+204 = 794s.f
Landscaping
313.5 x 5 = 1567.5 square feet
Area of side yard
percentage landscaped
794/1567.5 = 50.6%
planter
530 s.f
planter
60 s.f
planter
Electrical
Transformer
with zero setback = 0
Area of required front yard
landscape provided 126 s.f
7 stalls
Parking
ADA concrete walkway
see landscape plans
654.00 FS
654.00 FS
655.00 FS
654.30 FS
655.00 FS
654.00 FS
655.00 FS 655.00 FS
653.96 FS653.96 FS
653.96FS
654.96 FS
654.96 FS
654.64 FS 654.25 FS
655.46 FS
655.00 FS
654.86 FS
653.83 FS
654.86 FS
653.50 TD
655.46 FS
655.00 FS
656.00 FS
654.00FS
653.75 F.F
653.71 FG
651.50FS
650.50FS
651.50FS
651.50FS
654.50 FS
655.50 FF
654.54 FS
654.96 FS
654.96 FS
655.00 FS
652.00 FS
651.66 FG
651.66 FG
651.00 FG
651.00 FG
bicycle
repair
MPOE
Garage perimeter = 250 lin feet
Garage Ventilation Calculation:
total wall area 12x250 = 3000 s.f
wall height = 12'
required wall opening for natural ventilaton
3000 x 0.20 = 600 s.f
406.5.2 Openings.

For natural ventilation purposes, the exterior
side of the structure shall have uniformly
distributed openings on two or more sides.

The area of such openings in exterior walls
on a tier shall be not less than 20 percent of
the total perimeter wall area of each tier.

The aggregate length of the openings
considered to be providing natural
ventilation shall be not less than 40 percent
of the perimeter of the tier. Interior walls shall
be not less than 20 percent open with
uniformly distributed openings.

Exception: Openings are not required to be
distributed over 40 percent of the building
perimeter where the required openings are
uniformly distributed over two opposing
sides of the building.

East wall 436 s.f
openings provided:

West wall 300 s.f
Ventilation distributed on 2 walls
OK per CBC 406.5.2
10'-0"
10'-0"
10'-3"
22'-0"
18'-0"
12'-0"
East wall opening = 436 s.f
216 s.f 220 s.f
100 s.f 100 s.f 100 s.f
West wall opening = 300 s.f
ATTACHMENT 4-7
27'-9"
3BRM
910 s.f.

C
201
2BRM
710 s.f.

B
203
2BRM
710 s.f.

B2
204
1BRM
450 s.f.

A
206
1BRM
450 s.f.

A
208
1BRM
450 s.f.

A
205
1BRM
450 s.f.

A
207
3BRM
906 s.f.

C3
210
3BRM
900 s.f.

C1
209
2BRM
700 s.f.

B2
211
2BRM
750 s.f.

B1
212
1BRM
450 s.f.

A1.1
214
1BRM
455 s.f.

A1
213
2BRM
750 s.f.

B1
216
3BRM
930 s.f.

C2
215
1BRM
455 s.f.

A1
218
1BRM
455 s.f.

A1
220
1BRM
455 s.f.

A1
222
1BRM
455 s.f.

A1
219
1BRM
455 s.f.

A1
223
3BRM
940 s.f.

C-south
221
2BRM
750 s.f.

B south
217
3BRM
930 s.f.

C2
INDICATES 3 BRM UNIT
3BRM
2BRMINDICATES 2 BRM UNIT
3RD,4TH,5TH, 6TH, 7TH FLOORS- 23 UNITS PER
FLOOR = 23 X 5 = 115 UNITS
PROPERTY 351.57
PROPERTY 101.59
PROPERTY 99.22
PROPERTY 388.31
9'-0"
314'-2"
49'-2"
9'-0"
318'-11"22'-8"
5'-0" 67'-2" 27'-1"
ELEV
ELEV
trash
fire door elecone hour fire rated corridor
one hour fire rated corridor
A4.1
B
60'-0"

4.0 A
A4.1
A
A4.0
D
A4.0
C
A4.0
B
302,402,502,
602,702
Laundry
Stair #1
Stair #2
FRONT
COP
3BRM
910 s.f.

C
201
2BRM
710 s.f.

B
203
2BRM
710 s.f.

B2
204
1BRM
450 s.f.

A
206
1BRM
450 s.f.

A
208
1BRM
450 s.f.

A
205
1BRM
450 s.f.

A
207
3BRM
906 s.f.

C3
210
3BRM
900 s.f.

C1
209
2BRM
700 s.f.

B2
211
2BRM
750 s.f.

B1
212
1BRM
450 s.f.

A1.1
214
1BRM
455 s.f.

A1
213
2BRM
750 s.f.

B1
216
3BRM
930 s.f.

C2
215
1BRM
455 s.f.

A1
218
1BRM
455 s.f.

A1
220
1BRM
455 s.f.

A1
222
1BRM
455 s.f.

A1
219
1BRM
455 s.f.

A1
223
3BRM
940 s.f.

E
221
2BRM
750 s.f.

F
217
3BRM
930 s.f.

C2
FLOOR 1 BRM2 BRM 3 BRM TOTAL
1 6 2 2 10
2 11 6 6 23
3 11 6 6 23
4 11 6 6 23
5 11 6 6 23
6 11 6 6 23
7 11 6 6 23
TOTAL 72 38 38 148
INDICATES 3 BRM UNIT
3BRM
2BRMINDICATES 2 BRM UNIT

SECOND FLOOR LAYOUT
23 UNITS PER FLOOR = 23 X 1 = 23 UNITS
A-2.2
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
1/16" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT
2ND, 3RD, 4TH
5TH, 6TH & 7TH

FLOOR PLAN
09-01-22
202
PROPERTY 351.57
PROPERTY 101.59
PROPERTY 99.22
PROPERTY 388.31
15'-0"
318'-6"
49'-0"
15'-0"149'-4"169'-2"22'-8"
5'-0" 67'-2" 27'-1"
ELEV
ELEV
elecone hour fire rated corridor
one hour fire rated corridor
A4.1
B
60'-0"

4.0 A
A4.1
A
A4.0
D
A4.0
C
A4.0
B
Stair #1
Stair #2
Laundry
27'-9"27'-9"
26'-3"
24'-9" 5'-0" 24'-9"
FRONT
COP

OFFSET SHEAR WALL
6' high masonry wall at1
Pad mounted transformer vault2
Electrical switch gear3
Fire department hammer head4
Protect monitoring well5
Landscape buffer see landscape plans6
5 feet recessed entry7
with 1/4" thick tinted glazing
Bicycle parking8
Building break - 5 feet step back9
Construct new 20 feet wide driveway10
east, west and south property line
for required articulation
maintain 14 feet min. clear headroom
Provide site lighting per electrical drawings11
12Hydraulic Elevator 3500 lbs - must comply
with Stretcher requirements. Coordinate with
Elevator manufacturer prior to
commencement of Elevator footings.

Comply with all OSHA install safety
requirements 24x85 min Gurney size.

Front Opening
Smoke curtain - 20 min fire rating13
Smoke Guard M200
13 13
6'-0"
9'-0" 6'-0"
15'-0"
ATTACHMENT 4-8
A-2.3
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
1/16" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT

ROOF PLAN
09-01-22
Stair #1
Stair #2

ROOF PLAN
3'-10"
1'-6"
12"

MECHANICAL EQUIPMENT SCREEN
ROOFING SPEC:
3/8" per ft min 3/8" per ft min 3/8" per ft min 3/8" per ft min 3/8" per ft min 3/8" per ft min

HEAT PUMP
75'-9" TO AVR GRADE PLANE
Parapet - equipment screen1
Stair to roof2
Elevator roof3
Heat pump screened from view4
Roof drain and overflow to Cistern5
Roof scupper and overflow to Cistern6
Metal architectural trellis overhang7
with metal exterior cladding
1 2
34 6 5 7
architectural plane break8
8 8
88 8
CRRC PRODUCT ID 0610-0017
Manufacturer: Duro-Last Roofing Inc
Brand & Model:

Duro-Fleece Plus
Product Type: Single-Ply
Color: Bright White

0.87 - initial solar reflectance

0.69 - 3 year solor reflectance

0.90- initial thermal emittance

0.89 - 3 year thermal emittance
110 - initial SRI
88 - 3 year SRI
LARR # 26100
ATTACHMENT 4-9
47'-2" 20'-0"
A-3.0
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
3/32" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT

EXTERIOR

ELEVATIONS
09-01-22

NORTH ELEVATION

EAST ELEVATION
13'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
655.50
75'-9"
81'-0"
13'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
655.50
75'-9"
81'-0"

AVERAGE NAT GRADE
652.98
89'-9"
Top of stair tower
89'-9"
Top of stair tower
Concrete base - Terra Cotta color1
12" Trim band - dark brown2
Smooth stucco - dark grey3
Smooth stucco - off white4
Aluminum rail / grille - dover grey5
Vinyl window - dark brown frame6
Low e - dual pane window for
sound attentuation
Aluminum Store front - dark brown frame7
with 1/4" thick tinted glazing
Metal siding panel at stair tower and8
roof parapet - Terra Cotta color
Metal door - color - dark brown9
6 feet high decorative masonry wall10
building break
door / window surround for architectural11
articulation on all building elevations
1 2
3 4
5 6
7 10 10
fire lane
11 28 3 4 5 6 11
5 aluminum roll up garage gate12
12 9
12"
5" 5"

JULIET BALCONY PLAN

JULIET BALCONY ELEVATION
5'-4"
8'-0"
42"
architectural projection

SOUND ATTENTUATION AT BUILDING EXTERIOR
Per City of Burbank Noise Element Plan
the site is located in 70 CNEL zone
Per Table N-3 acceptable interior noise level = 45 dba
Wall STC required = 70 - 45 = 25.

Exterior Wall STC provided:
12" masonry wall solid grouted 61 STC
Metal stud wall UL - U419 48 STC Wood stud wall UL U305 36 STC Wood Roof ceiling assembly 38 STC Dual pane glass windows 26 STC 668.50
653.71 FG
653.71 FG
653.83 FG
654.00 FG
654.50 FG
654.25 FG
651.66 FG
1st Floor back portion
654.00
ATTACHMENT 4-10
Wall Area = 4058 s.f
opening allowed 25% =4058x.25 = 1014 s.f
34 s.f 13.3 s.f 13.3 s.f 13.3 s.f 13.3 s.f 13.3 s.f 13.3 s.f 34 s.f
34 s.f 34 s.f 34 s.f 34 s.f
34 s.f 34 s.f
21 s.f 21 s.f 42 s.f100 s.f
total opening = 646 s.f

26.5 s.f26.5 s.f26.5 s.f26.5 s.f26.5 s.f

26.5 s.f x12 = 318Wall Area = 3200 s.f
opening allowed 25% =3200x.25 = 800 s.f
total opening = 604.85 s.f

16.25 s.f16.25 s.f16.25 s.f 16.25 s.f 16.25 s.f16.25 s.f

16.25 s.f x 17 = 276.25

10.6 s.f x1 = 10.6
67'-2"
A-3.1
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
3/32" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT

EXTERIOR

ELEVATIONS
09-01-22
13'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
655.50
75'-9"
81'-0"
14'-6" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor @ rear residential
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
654.00
75'-9"
81'-0"
AVERAGE NAT GRADE 652.98

SOUTH ELEVATION

WEST ELEVATION
Well at ground floor
Protect Monitoring
hatched area indicates
clearance provided
14'-6"
20 s.f 39 s.f 32 s.f39 s.f 39 s.f39 s.f39 s.f39 s.f 32 s.f32 s.f32 s.f32 s.f32 s.f 20 s.f20 s.f 20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 39 s.f 32 s.f39 s.f 39 s.f39 s.f39 s.f39 s.f 32 s.f32 s.f32 s.f32 s.f32 s.f 20 s.f20 s.f 20 s.f20 s.f20 s.f 20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 39 s.f 32 s.f39 s.f 39 s.f39 s.f39 s.f39 s.f 32 s.f32 s.f32 s.f32 s.f32 s.f 20 s.f20 s.f 20 s.f20 s.f20 s.f 20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 39 s.f 32 s.f39 s.f 39 s.f39 s.f39 s.f39 s.f 32 s.f32 s.f32 s.f32 s.f32 s.f 20 s.f20 s.f 20 s.f20 s.f20 s.f 20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 39 s.f 32 s.f39 s.f 39 s.f39 s.f39 s.f39 s.f 32 s.f32 s.f32 s.f32 s.f32 s.f 20 s.f20 s.f 20 s.f20 s.f20 s.f 20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 39 s.f39 s.f 32 s.f32 s.f32 s.f32 s.f32 s.f 20 s.f 20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f20 s.f 20 s.f 20 s.f 20 s.f 20 s.f 20 s.f20 s.f
20 s.f20 s.f
20 s.f20 s.f
1 2
3 4
5 6
10 11
Concrete base - Terra Cotta color1
12" Trim band - dark brown2
Smooth stucco - dark grey3
Smooth stucco - off white4
Aluminum rail / grille - dover grey5
Vinyl window - dark brown frame6
Low e - dual pane window for
sound attentuation
Aluminum Store front - dark brown frame7
with 1/4" thick tinted glazing
Metal siding panel at stair tower and8
roof parapet - Terra Cotta color
Metal door - color - dark brown9
6 feet high decorative masonry wall10
door / window surround for architectural11
articulation on all building elevations
aluminum roll up garage gate12
28 3 4 5 6 11
59 9
34 s.f
654.96 FS
654.96 FS
653.96 FS
21 s.f
652.54 EG
651.50 FS
100 s.f 100 s.f
ATTACHMENT 4-11
A-4.0
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:
1/8" = 1'-0"
CEM ARCHITECT,INC 2020 ALL RIGHTS RESERVED
Not for construction until reviewed, signed, and dated. 148 AFFORDABLE

HOUSING DEVELOPMENT

BUILDING

SECTION
09-01-22
102
3BRM
C
202
3BRM
C
302
3BRM
C
402
3BRM
C
502
3BRM
C
602
3BRM
C
702
3BRM
C
100
LOBBY
201
3BRM
C
301
3BRM
C
401
3BRM
C
501
3BRM
C
601
3BRM
C
701
3BRM
C
008
REC RM
212
1BRM
A1.1
312
1BRM
A1.1
412
1BRM
A1.1
512
1BRM
A1.1
612
1BRM
A1.1
712
1BRM
A1.1
102
2BRM
211
2BRM
B1
311
2BRM
B1
411
2BRM
B1
511
2BRM
B1
611
2BRM
B1
711
2BRM
B1
210
3BRM
C 1
209
2BRM
B2
309
2BRM
B2
409
2BRM
B2
509
2BRM
B2
609
2BRM
B2
709
2BRM
B2
310
3BRM
C 1
410
3BRM
C 1
510
3BRM
C 1
610
3BRM
C 1
710
3BRM
C 1
13'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
13'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
13'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
13'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
655.50 655.50
655.50655.50

DRIVEAWAY
75'-9"
81'-0"
75'-9"
81'-0"
75'-9"
81'-0"
75'-9"
81'-0"

STAIR TOWER

ELEVATOR TOWER
668.50
AB
CD
D Ac b
architectural
655.00 FS
653.96 FS
653.50 FS
654.00 FS
653.96 FS
653.96 FS
654.00 FF
654.00 FS
655.00 FS

ELEVATOR PIT
TYPE A CONSTRUCTION TYPE 111A CONSTRUCTION
TYPE A CONSTRUCTION TYPE 111A CONSTRUCTION
TYPE A CONSTRUCTION TYPE 111A CONSTRUCTION
TYPE A CONSTRUCTION TYPE 111A CONSTRUCTION
ATTACHMENT 4-12
223
3BRM
C south
323
3BRM
C south
423
3BRM
C south
523
3BRM
C south
623
3BRM
C south
723
3BRM
C south
009
REC RM
221
2BRM
C south
321
2BRM
C south
421
2BRM
C south
521
2BRM
C south
621
2BRM
C south
721
2BRM
C south
108
1BRM
A1
220
1BRM
A1
320
1BRM
A1
420
1BRM
A1
520
1BRM
A1
620
1BRM
A1
720
1BRM
A1
105
1BRM
A1
217
3BRM
C2
317
3BRM
C2
417
3BRM
C2
517
3BRM
C2
617
3BRM
C2
717
3BRM
C2
A-4.1
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

HOUSING DEVELOPMENT

BUILDING

SECTION
09-01-22
13'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
13'-0" 10'-3" 10'-3" 10'-3" 10'-3" 10'-3" 9'-0" 5'-3"
1st Floor
2nd Floor
3rd Floor
4th Floor
5th Floor
6th Floor
7th Floor
Top Plate
Top of Parapet
655.50
655.50
75'-9"
81'-0"
75'-9"
81'-0"
14'-6"

FIRE DEPARTMENT TURN AROUND FIRE DEPARTMENT ACCESS LANE AB
654.00 FF
651.33 EG
651.99 EG
planter
planter
654.00 FF
651.50FS
651.00FS
TYPE A CONSTRUCTION TYPE 111A CONSTRUCTION
TYPE A CONSTRUCTION TYPE 111A CONSTRUCTION
ATTACHMENT 4-13
A-5.0
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

HOUSING DEVELOPMENT

TYPICAL UNIT
PLANS
09-01-22
TOTAL: 42
GROSS LIVING AREA: 450 S.F
UNIT TYPE A1 - 1 BRM
9 ADA kitchen sink
42" high guardrail typ.13
12medicine cabinet
Prefab fiber glass tub enclosure
counter work area
removeable base cabinets under sink
walls are 70" high above the drain.

Solid Joint at trap-no access panel required.

All water closet must be low
water consumption ULTRA FLUSH.
lever handles on all fixture typical
grab bar backing typical
30" wide work surface
8 7
6 11
10 Electric Range
HVAC Soffit - 7' min above finish floor
Provide mechanical ventilation
See floor plan for location.

Provide hardwire smoke dectector/CO sensor
per hour direct to the outside.
which furnishes five air changes
with battery back up.
18" ADA complying Dishwasher
1 4
5 3
2 LEGEND:
vert. wall reinf for future
swing up grab bar
wall mounted grab bar
horiz. reinf for future
SEE SHEETS T6.0-7

FOR HANDICAP NOTES AND DIAGRAM FOR
LOCATION OF GRAB BAR BACKING, CLEARANCES ETC.
16 LVT flooring throughout
24" wide refrigerator
15 14
provide single shelf and single pole
17ADA bathroom sink
18 marble counter top at all kitchen, laundry room.19
cultured marble bathroom counter top.20

HARDWIRE

SMOKE DETECTOR/CO SENSOR

W/ BATTERY BACKUP
SD
exhaust hood to outside and 3 feet from window openings21

EXHAUST FANS SHALL BE ENERGY STAR
COMPLIANT AND CONTROLLED BY HUMIDISTAT.

4.506.1

ALL PLUMBING FIXTURES SHALL COMPLY
WITH TABLE 4.303.2

EACH APPLIANCE SHALL BE ENERGY STAR COMPLIANT
IF APPLICABLE FOR THAT APPLIANCE.

4.210
PROVIDE RANGE HOOD AT ALL KITCHEN PER TITLE 24

PROVIDE DUCTED FRESH AIR INTAKE TO HVAC UNIT
CO
30" X 48" CLEAR FLOOR SPACE
Operable parts shall be operable with one
hand and shall not require tight grasping,
pinching, or twisting of the wrist. The force
required to activate operable parts shall be
5 pounds (22.2 N) maximum.

TOTAL: 24
GROSS LIVING AREA: 455 S.F
UNIT TYPE A - 1 BRM
1ST FLOOR - 0
2ND FLOOR - 4
3RD FLOOR - 4
4TH FLOOR - 4
5TH FLOOR - 4
6TH FLOOR - 4
7TH FLOOR - 4
TOTAL 24
1ST FLOOR - 6
2ND FLOOR - 6
3RD FLOOR - 6
4TH FLOOR - 6
5TH FLOOR - 6
6TH FLOOR - 6
7TH FLOOR - 6
TOTAL 42
TOTAL: 6
GROSS LIVING AREA: 450 S.F
UNIT TYPE A1.1 - 1 BRM
1ST FLOOR - 0
2ND FLOOR - 1
3RD FLOOR - 1
4TH FLOOR - 1
5TH FLOOR - 1
6TH FLOOR - 1
7TH FLOOR - 1
TOTAL 6

UNIT ENTRY

KITCHEN BATH
CLOSET

BEDROOMLIVING
DINING

UNIT ENTRY

KITCHEN
BATH
CLOSET

BEDROOM
LIVING
DINING

UNIT ENTRY

KITCHEN
BATH

LIV/DINBEDROOM
CLOSET
WH
WH
WH
Electric Water heater. Provide water sub meter in unit22 ATTACHMENT 4-14
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:

HOUSING DEVELOPMENT
09-01-22
A-5.1
TOTAL: 6
GROSS LIVING AREA:710 S.F
UNIT TYPE B - 2BRM
TOTAL: 7
GROSS LIVING AREA: 900 S.F
UNIT TYPE C - 3BRM
1ST FLOOR - 0
2ND FLOOR - 1
3RD FLOOR - 1
4TH FLOOR - 1
5TH FLOOR - 1
6TH FLOOR - 1
7TH FLOOR - 1
TOTAL 6
1ST FLOOR - 1
2ND FLOOR - 1
3RD FLOOR - 1
4TH FLOOR - 1
5TH FLOOR - 1
6TH FLOOR - 1
7TH FLOOR - 1
TOTAL 7

UNIT ENTRY

KITCHEN
WH

HALLWAY
BRM 1
BATH1
CLOSET
CLOSET
BRM2

LIVING/DINING
BRM3
CLOSET
BATH2

UNIT ENTRY DINING

KITCHEN
LIVING
BRM 2
CLOSET
CLOSET
BATH2
BATH1
BRM 1
CLOSET
WH
9 ADA kitchen sink
42" high guardrail typ.13
12medicine cabinet
Prefab fiber glass tub enclosure
counter work area
removeable base cabinets under sink
walls are 70" high above the drain.

Solid Joint at trap-no access panel required.

HARDWIRE

SMOKE DETECTOR/CO SENSOR

W/ BATTERY BACKUP
SD
exhaust hood to outside and 3 feet from window openings21

EXHAUST FANS SHALL BE ENERGY STAR
COMPLIANT AND CONTROLLED BY HUMIDISTAT.

4.506.1

ALL PLUMBING FIXTURES SHALL COMPLY
WITH TABLE 4.303.2

EACH APPLIANCE SHALL BE ENERGY STAR COMPLIANT
IF APPLICABLE FOR THAT APPLIANCE.

4.210
PROVIDE RANGE HOOD AT ALL KITCHEN PER TITLE 24

Electric Water heater. Provide water sub meter in unit22 ATTACHMENT 4-15
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:

HOUSING DEVELOPMENT
09-01-22
A-5.2
TOTAL:14
GROSS LIVING AREA:750
UNIT TYPE B1 - 2 BRM
1ST FLOOR - 2
2ND FLOOR - 2
3RD FLOOR - 2
4TH FLOOR - 2
5TH FLOOR - 2
6TH FLOOR - 2
7TH FLOOR - 2
TOTAL 14
TOTAL: 12
GROSS LIVING AREA: 700 S.F
UNIT TYPE B2 - 2 BRM
1ST FLOOR - 0
2ND FLOOR - 2
3RD FLOOR - 2
4TH FLOOR - 2
5TH FLOOR - 2
6TH FLOOR - 2
7TH FLOOR - 2
TOTAL 12

UNIT ENTRY

KITCHEN
BATH 1
CLOSET
BRM 1

LIVING/DIN
BRM 2
BATH 2
CLOSET

UNIT ENTRY

KITCHEN/DIN
LIVING
BRM 1BRM 2

CLOSETCLOSET
BATH
WH
WH9
ADA kitchen sink
42" high guardrail typ.13
12medicine cabinet
Prefab fiber glass tub enclosure
counter work area
removeable base cabinets under sink
walls are 70" high above the drain.

Solid Joint at trap-no access panel required.

HARDWIRE

SMOKE DETECTOR/CO SENSOR

W/ BATTERY BACKUP
SD
exhaust hood to outside and 3 feet from window openings21

EXHAUST FANS SHALL BE ENERGY STAR
COMPLIANT AND CONTROLLED BY HUMIDISTAT.

4.506.1

ALL PLUMBING FIXTURES SHALL COMPLY
WITH TABLE 4.303.2

EACH APPLIANCE SHALL BE ENERGY STAR COMPLIANT
IF APPLICABLE FOR THAT APPLIANCE.

4.210
PROVIDE RANGE HOOD AT ALL KITCHEN PER TITLE 24

Electric Water heater. Provide water sub meter in unit22 ATTACHMENT 4-16
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:

HOUSING DEVELOPMENT
09-01-22
A-5.3
TOTAL: 6
GROSS LIVING AREA: 900 S.F
UNIT TYPE C1 - 3 BRM
1ST FLOOR - 0
2ND FLOOR - 1
3RD FLOOR - 1
4TH FLOOR - 1
5TH FLOOR - 1
6TH FLOOR - 1
7TH FLOOR - 1
TOTAL 6
TOTAL: 13
GROSS LIVING AREA: 930 S.F
UNIT TYPE C2 - 3 BRM
1ST FLOOR - 1
2ND FLOOR - 2
3RD FLOOR - 2
4TH FLOOR - 2
5TH FLOOR - 2
6TH FLOOR - 2
7TH FLOOR - 2
TOTAL 13

UNIT ENTRY

KITCH/DIN
WH
WH
BATH1
BRM 1BRM 2BRM 3
BATH2
CLOSET
CLOSET
CLOSET
LIVING

UNIT ENTRY

KITCH/DIN
BATH1
BRM 1BRM 2BRM 3
BATH2
CLOSET
CLOSET
CLOSET
LIVING
9 ADA kitchen sink
42" high guardrail typ.13
12medicine cabinet
Prefab fiber glass tub enclosure
counter work area
removeable base cabinets under sink
walls are 70" high above the drain.

Solid Joint at trap-no access panel required.

HARDWIRE

SMOKE DETECTOR/CO SENSOR

W/ BATTERY BACKUP
SD
exhaust hood to outside and 3 feet from window openings21

EXHAUST FANS SHALL BE ENERGY STAR
COMPLIANT AND CONTROLLED BY HUMIDISTAT.

4.506.1

ALL PLUMBING FIXTURES SHALL COMPLY
WITH TABLE 4.303.2

EACH APPLIANCE SHALL BE ENERGY STAR COMPLIANT
IF APPLICABLE FOR THAT APPLIANCE.

4.210
PROVIDE RANGE HOOD AT ALL KITCHEN PER TITLE 24

Electric Water heater. Provide water sub meter in unit22 ATTACHMENT 4-17
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:

HOUSING DEVELOPMENT
09-01-22
A-5.4
GROSS AREA: 760 S.F

RECREATION ROOM
TOTAL: 6
GROSS LIVING AREA: 906 S.F
UNIT TYPE C3 - 3 BRM
1ST FLOOR - 0
2ND FLOOR - 1
3RD FLOOR - 1
4TH FLOOR - 1
5TH FLOOR - 1
6TH FLOOR - 1
7TH FLOOR - 1
TOTAL 6
WH

UNIT ENTRY
BATH 1
BRM 1 BRM 2 BRM 3

KITCHEN
CLOSET
CLOSET
CLOSET
BATH2

HALLWAY
LIVING
DINING
REC RM
bathroom
009
access to play area
9 ADA kitchen sink
42" high guardrail typ.13
12medicine cabinet
Prefab fiber glass tub enclosure
counter work area
removeable base cabinets under sink
walls are 70" high above the drain.

Solid Joint at trap-no access panel required.

HARDWIRE

SMOKE DETECTOR/CO SENSOR

W/ BATTERY BACKUP
SD
exhaust hood to outside and 3 feet from window openings21

EXHAUST FANS SHALL BE ENERGY STAR
COMPLIANT AND CONTROLLED BY HUMIDISTAT.

4.506.1

ALL PLUMBING FIXTURES SHALL COMPLY
WITH TABLE 4.303.2

EACH APPLIANCE SHALL BE ENERGY STAR COMPLIANT
IF APPLICABLE FOR THAT APPLIANCE.

4.210
PROVIDE RANGE HOOD AT ALL KITCHEN PER TITLE 24

Electric Water heater. Provide water sub meter in unit22 ATTACHMENT 4-18
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

RESIDENCY
AT THE
EMPIRE 1
DEVELOPER INFORMATION:

HOUSING DEVELOPMENT
09-01-22
A-5.5
TOTAL: 6
GROSS LIVING AREA: 940 S.F
UNIT TYPE E - 3 BRM
1ST FLOOR - 0
2ND FLOOR - 1
3RD FLOOR - 1
4TH FLOOR - 1
5TH FLOOR - 1
6TH FLOOR - 1
7TH FLOOR - 1
TOTAL 6
TOTAL: 6
GROSS LIVING AREA: 750 S.F
UNIT TYPE F - 2 BRM
1ST FLOOR - 0
2ND FLOOR - 1
3RD FLOOR - 1
4TH FLOOR - 1
5TH FLOOR - 1
6TH FLOOR - 1
7TH FLOOR - 1
TOTAL 6

UNIT ENTRY

UNIT ENTRY
DINING
WH
WH
LIVING

KITCHENCLOSET
BRM 1
BRM 2
BATH 1

HALLWAY

KITCHEN

LIVING/DIN
BATH1

HALLWAY
BRM 1
BRM 2
BATH 2
BATH 3
9 ADA kitchen sink
42" high guardrail typ.13
12medicine cabinet
Prefab fiber glass tub enclosure
counter work area
removeable base cabinets under sink
walls are 70" high above the drain.

Solid Joint at trap-no access panel required.

HARDWIRE

SMOKE DETECTOR/CO SENSOR

W/ BATTERY BACKUP
SD
exhaust hood to outside and 3 feet from window openings21

EXHAUST FANS SHALL BE ENERGY STAR
COMPLIANT AND CONTROLLED BY HUMIDISTAT.

4.506.1

ALL PLUMBING FIXTURES SHALL COMPLY
WITH TABLE 4.303.2

EACH APPLIANCE SHALL BE ENERGY STAR COMPLIANT
IF APPLICABLE FOR THAT APPLIANCE.

4.210
PROVIDE RANGE HOOD AT ALL KITCHEN PER TITLE 24

Electric Water heater. Provide water sub meter in unit22 ATTACHMENT 4-19
EM

E D W I N M O H A B I R
A R C H I T E C T, I N C.

PROJECT ADDRESS:

DATE:

SHEET NAME/NUMBER:

NOTES/REVISIONS:

ARCHITECTEM

CHECKED BYEM
PROJECT NO.-

DRAWN BYEM
PROJECT DATA:

SCALE
25206 BISHOP CT.

STEVENSON RANCH, CA 91381
[email protected]
TEL: 323-459-8809
ABS PROPERTIES, INC.
5500 HOLLYWOOD BLVD., 4TH FLR
LOS ANGELES, CA 90028
(213)268-2723
2814 W. EMPIRE AVE

BURBANK, CA

HOUSING DEVELOPMENT

ENLARGE
PLANS
09-01-22
A-5.6
Laundry at 2nd - 7th floor
RECREATION ROOM 940 s.f
electric washer and dryer
008
940 s.f

REC ROOM
654.00FS
LNDRY
007
OFFICE
006
654.00FS
ATTACHMENT 4-20
C L

E M P I R E A V E N U E MSC

MSC MSC

STORAGE

BLDGCANOPY
(E) OPEN PARKING LOT
(E) PARK PARKING LOT(E) PARK PARKING LOT

METAL CANOPY
C L

V A N O W E N S T R E E TS C R R A R / W

U P R R R / W
(E) OPEN CHANNEL

RECTANGULAR CONCRETE
6'H CLF
18"H DEBRIS FENCE
651.00
652.00
653.00
654.00
655.00
655.00
PARKING3 Bedroom
TRASH
LOBBY

BICYCLE

ELECTRICAL
METERS
STALLS

REC ROOM
FRONT
COP
LNDRY
OFFICE
APN: 2464-001-913
APN: 2464-001-007
N89°45'05"W
S77°23'55"E
101.59'
1 2
4 3
5 6
7 7
9 10
11 (ROBERT E. GROSS PARK)

MODERN PLAYGROUND, LIGHTED BASEBALL FIELD, AND PARKING LOT (PPG BURBANK)

PAINTS, COATINGS, AND SPECIALTY MATERIAL SUPPLIER
13 15
13 17
16 19
PROPOSED 7-STORY APARTMENT BUILDING
18 11
(E) RESIDENTIAL HOUSING
DEVELOPMENTTRACT NO. XXXXX
ZONING [X-X]

FIRE ACCESS LANE
GB
GB
GB
GB
8 3
10 10
15 131
1 1
4 5
6 13
7 14
10 17
4 10
1 1
13 13
7 7
7 8 8 8 8 8
11 9
14 14
14 1212
14 13
12 19
15 18
26 10
4 12
16 2
15 3

CONCEPTUAL CIVIL SITE PLAN

BASIS OF BEARINGS
LAND DESIGN CONSULTANTS INC.

Land Planning, Civil Engineering, Surveying & Environmental Services

ABS BURBANK, LLC
EMPIRE AVE. AFFORDABLE HOUSING PROJECT
2814 W. EMPIRE AVE.

BENCHMARK
LEGEND
1 2
3 EXISTING CATCH BASIN TO PROTECT-IN-PLACE

EXISTING PULL-BOX (WATER) TO BE REMOVED

EXISTING PULL-BOX (ELECTRICAL) TO RE-SET TO (N) SIDEWALK GRADE

EXISTING STREET LIGHT TO PROTECT-IN-PLACE

EXISTING PULL-BOX (STREET-LIGHT) TO PROTECT-IN-PLACE

EXISTING PARK DECORATIVE COLUMN TO PROTECT-IN-PLACE

EXISTING CONCRETE DRIVEWAY TO PROTECT-IN-PLACE

EXISTING CONCRETE SIDEWALK TO BE REMOVED

EXISTING CONCRETE CURB AND GUTTER TO PROTECT-IN-PLACE

EXISTING MONITORING WELL TO PROTECT-IN-PLACE

EXISTING FDC TO BE REMOVED
EXISTING A.C. PAVEMENT TO PROTECT-IN-PLACE

EXISTING CHAIN-LINK-FENCE TO BE REMOVED

EXISTING CONCRETE PAVEMENT TO PROTECT-IN-PLACE

EXISTING DRAINAGE CHANNEL (LOCKHEED) TO PROTECT-IN-PLACE

EXISTING GAS METER TO BE REMOVED

EXISTING FIRE HYDRANT TO BE REMOVED

EXISTING CATCH BASIN TO BE REMOVED

EXISTING CONCRETE DRIVEWAY TO BE REMOVED
4 DEMOLITION NOTES:
5 6
1 2
3 CONSTRUCT 6' HIGH BLOCK WALL

CONSTRUCT BFP FOR FIRE WATER PURPOSES

CONSTRUCT GAS REGULATOR AND METER

CONSTRUCT CONCRETE SIDEWALK

CONSTRUCT CONCRETE CURB AND GUTTER AND JOIN (E)
CONSTRUCT CONCRETE DRIVEWAY ( W=20' ) PER CITY OF BURBANK STANDARD PLANS.

CONSTRUCT 26' FIRE ACCESS ROAD
CONSTRUCT 3' CONCRETE CURB & GUTTER
CONSTRUCT 12"x12" CATCH BASIN
CONSTRUCT 24"x24" CATCH BASIN

CONSTRUCT UNDERGROUND STORMWATER CISTERN (FOR LID RETAINED SWQDV ON SITE)

CONSTRUCT STORMWATER PRE-TREATMENT UNIT

CONSTRUCT CONCRETE WALK

CONSTRUCT PLANTING AREA

CONSTRUCT BFP FOR IRRIGATION WATER PURPOSES

CONSTRUCT BFP FOR DOMESTIC WATER PURPOSE AND METER

CONSTRUCT TRANSFORMER VAULT
CONSTRUCT 12" STORM DRAIN OUTLET PIPE
CORE AND DRILL EXISTING LOCKHEED CONCRETE CHANNEL AND INSTALL 12" SD PIPE TO

DISCHARGE
CONSTRUCTION NOTES:
7 8
9 10
11 13
14 15
16 17
18 19
4 5
6 7
8 9
10 11
12 13
14 15
16 SITE

N ONTARIO ST
EMPIRE
5 HWY

N FAIRVIEW ST

N NIAGARA ST

N CATALINA ST

N NAOMI ST

N FREDERIC ST

N BRIGHTON ST

N LINCOLN ST

N HOLLYWOOD WAY

W VANOWEN STREET

VISTA ST

N ONTARIO ST

N FAIRVIEW ST

N NIAGARA ST

N CATALINA ST

N NAOMI ST

N FREDERIC ST

N BRIGHTON ST

N LINCOLN ST

N BUENA

W PACIFIC AVE

W VALHALLA DR
AVENUE
W

THORNTON AVENUE

N SCREENLAND DR

W VALHALLA
DR

N LIMA ST

N AVON ST

N SAN FERNANDO BLVD

BURTON AVE
LEGAL DESCRIPTION:
655.00
655.00
EARTHWORK VOLUMES:

1. NO EXISTING PROTECTED TREE SPECIES ARE ON THE PROPERTY.

2. FINAL LOCATION OF PROPOSED PROJECT UTILITY LATERAL SERVICES (WATER, SANITARY SEWER, GAS, ETC.) WILL BE DETERMINED DURING THE PREPARATION OF CONSTRUCTION DOCUMENTS.

3. THE PROPOSED BUILDING FINISHED FLOOR ELEVATIONS WILL BE SET 1.0 FOOT ABOVE THE BASE FLOOD ELEVATION OF 652.50 AS DEPICTED IN THE FEMA LOMR REPORT CASE NO. 11-09-3187P. EFFECTIVE: JUNE 28, 2012.

GENERAL NOTES:
17 12
18 19
ATTACHMENT 4-21
ATTACHMENT 4-22

Burbank City CouncilNovember 1, 2022

Burbank City Council
November 1, 2022