Cities Index.
AR 11 Attachment H - Development Plans

Pasadena City Council
May 18, 2026

Document
AR 11 Attachment H - Development Plans
Meeting
May 18, 2026
Body
Pasadena City Council
Original file
79.2 MB
Text extracted from the city's file for reading and search. Open the original on ww2.cityofpasadena.net. That file is the official record.

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

G0.00
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

COVER SHEET
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
09/08/25

ROSEMEAD FAMILY APARTMENTS
600 N ROSEMEAD AVE,
PASADENA, CA 91107
CLIENT

ELYSIAN HOUSING

ATTACHMENT H

WALL TYPES

DEMOLISHED WALL

EXISTING WALL

NEW WALL

SPACE IDENTIFICATION
Room name
XXX
150 SF

ROOM NUMBER

ROOM AREA

DOOR & WINDOW IDENTIFICATION
1t
1t DOOR TAG

WINDOW TAG
000.00'

GRADE REFERENCES

ELEVATION MARK
(SPOT)

REFERENCES

DETAIL / SHEET NUMBER

BLOW UP
A101
1 SIM
BLDG. SECTION NUMBER

AND SHEET
1 A101
SIM

DETAIL REFERENCE

NUMBER AND SHEET
A101
1 SIM

MATERIAL LEGEND

NUMBER ON SAME
SHEET
3 ? KEYNOTE TAG ON

SAME SHEET
0 STRUCTURAL GRID LINES
INTERIOR ELEVATION #
SHEET #

E EXIT SIGN

ELEVATION MARK
(FINISH FLOOR)
F.F.E. 000.00'
1 2
3 4 A101
### EQUIPMENT TAG

CONCRETE WALL

MASONRY WALL

MOBILITY UNITS

COMMUNICATION UNITS

A ADAPTABLE UNITS
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:
1/8" = 1'-0"
G0.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

PROJECT INFORMATION
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G0.01
09/11/25

LEGAL DESCRIPTION
EXISTING PROJECT ADDRESS:

LOT AREA:

ASSESSOR ID:

PROPOSED PROJECT ADDRESSES:

BUILDING A:

CONVERSION OF 2-STORY OFFICE BUILDING TO 51 AFFORDABLE HOUSING UNITS BUILDING B:

DEMOLITION OF 2-STORY PARKING GARAGE. CONSTRUCTION OF 5 STORIES OF TYPE-III OVER 1-STORY TYPE-I PARKING GARAGE. 82 AFFORDABLE HOUSING UNITS 600 N ROSEMEAD AVE
PASADENA, CA 91107
93,759 SF
5757-006-060
550 N ROSEMEAD AVE
PASADENA, CA 91107
600 N ROSEMEAD AVE
PASADENA, CA 91107
PROJECT SUMMARY:

STATEMENT OF SCOPE OF WORK

ZONING ANALYSIS/DENSITY CALCULATIONS
A. SITE ANALYSIS
ZONING:

LOT AREA:
= EPSP-D2-CO-D-2
(RM-48 STANDARDS APPLIED FOR

MULTI-FAMILY RESIDENTIAL)
=93,759 SF / 2.15 AC
B. SET BACK

SETBACK REQUIREMENTS
-REQUIRED (Rosemead / Side Yard / Rear Yard)
-PROVIDED (Rosemead / Side Yard / Rear Yard)
= 20' / 5' / 25'
= *10' / 10' / 25'
* UNDER STATE LAW FOR 100% AFFORDABLE HOUSING, THIS TOD SITE QUALIFIES FOR UNLIMITED DENSITY, NO MINIMUM PARKING REQUIREMENT, 33' ADDITIONAL HEIGHT, OPEN SPACE AND ADDITIONAL INCENTIVES *
D. DENSITY CALCULATIONS
BASE DENSITY:

ALLOWABLE DENSITY:

PROPOSED DENSITY:
= 1 UNIT / 910 SF LOT AREA
= 103 UNITS
= 51 UNITS
E. F.A.R. CALCULATIONS

PARKING SUMMARY (VEHICULAR)

BUILDING A

STANDARD STALLS

ACCESSIBLE STALLS

EVCS STALLS (ACCESSIBLE)

BUILDING A PARKING PROVIDED
= 17 STALLS
= 1 STALLS
= 1 STALLS
= 19 STALLS

BUILDING B
TOTAL PARKING REQUIRED = NONE
(PER AB 2097; ROSEMEAD &

FOOTHILL BUS LINES)

STANDARD STALLS

ACCESSIBLE STALLS

VAN ACCESSIBLE EVCS

EVCS STALLS (ACCESSIBLE)

BUILDING B PARKING PROVIDED
= 33 STALLS
= 1 STALLS
= 1 STALLS
= 1 STALLS
= 36 STALLS
TOTAL PARKING PROVIDED = 55 STALLS

UNIT SUMMARY

BUILDING A
STUDIO
1-BEDROOM
2-BEDROOM (1x MANAGER)

TOTAL UNITS PROVIDED AT BUILDING A
= 8 UNITS
= 42 UNITS
= 1 UNITS
= 51 UNITS

BUILDING B
1-BEDROOM
2-BEDROOM
3-BEDROOM (1x MANAGER)

TOTAL UNITS PROVIDED AT BUILDING B
= 15 UNITS
= 33 UNITS
= 34 UNITS
= 82 UNITS
TOTAL UNITS PROVIDED = 133 UNITS
BUILDING B:

BUILDING A:

SETBACK REQUIREMENTS
-REQUIRED (Rosemead / Side Yard / Rear Yard)
-PROVIDED (Rosemead / Side Yard / Rear Yard)
= 20' / 5' / 25'
= 10' / 10' / 25'
BUILDING B:

BUILDING A:

BASE DENSITY:

ALLOWABLE DENSITY:

PROPOSED DENSITY:
= 1 UNIT / 910 SF LOT AREA
103 DWELLING UNITS
= 206 DWELLING UNITS (PER AB 1287)
= 82 DWELLING UNITS

BUILDING AREA SUMMARY

BUILDING A
LEVEL 0 (S-2)
LEVEL 1 (S-2)
LEVEL 2 (R-2, B, A-3,)
LEVEL 3 (R-2, B)

TOTAL AREA
= 0 SF
= 315 SF
= 21,204 SF
= 19,464 SF
= 40,983 SF
A. PER ZONING CODE DEFINITION

BUILDING B
BASEMENT (S-2)
GROUND FLOOR (R-2, B, A-3, S-2)
SECOND FLOOR (R-2)
THIRD FLOOR (R-2)
FOURTH FLOOR (R-2)
FIFTH FLOOR (R-2)

TOTAL AREA
= 14,585 SF
= 13,554 SF
= 16,230 SF
= 16,230 SF
= 16,230 SF
= 13,845 SF
= 90,674 SF
A. PER ZONING CODE

CONCESSION REQUESTS
- FRONT YARD REQUIRED
- FRONT YARD PROVIDED
A. CONCESSION REQUEST #1 - 10' YARD SET BACK REDUCTION IN LIEU OF 20' REQUIRED = 20' - 0"
= 10' - 0"
B. CONCESSION REQUEST #2 - EXEMPTION FROM RM DISTRICT GARDEN REQUIREMENTS C. CONCESSION REQUEST #3 - PARKING LOT NOT LOCATED WITHIN THE 40% REAR OF

THE SITE
BASE DENSITY:

ALLOWABLE DENSITY:

PROPOSED DENSITY:
= 1 UNIT / 910 SF LOT AREA
103 DWELLING UNITS
= 206 DWELLING UNITS (PER AB 1287)
= 133 UNITS (62 UNITS / AC)
SITE DENSITY:

TOTAL PARKING REQUIRED (BUILDING A+B)
= 22 STALLS
(1 SPACE / 6 UNITS PER TITLE
17 17.46.320)
TOTAL PARKING PROVIDED = 22 STALLS

OPEN SPACE SUMMARY
D. CONCESSION REQUEST #4 - ALLOW ALTERNATE OPEN SPACE REQUIREMENT IN LIEU

OF GARDEN STANDARDS
VICINITY MAP:

N

PROJECT SITE

DRAWING NOT TO SCALE
REQUIRED OPEN SPACE:
= 19,800 SF

BUILDING A

BUILDING B
= 7,650 SF (150 SF / D.U.)
= 12,150 SF (150 SF / D.U.)
25% OPEN SPACE REDUCTION (PMC 3.23.010)
= 14,850 SF
= 4,950 SF

TOTAL REQUIRED OPEN SPACE
TOTAL PROVIDED OPEN SPACE: = 15,000 SF
TOTAL EXISTING PARKING:

BUILDING A = 120 STALLS
BUILDING B:

BUILDING A: N/A - EXISTING*
*ADDITIONAL FLOOR AREA DOES NOT COUNT TOWARDS F.A.R. MAX.

MAY BE INCREASED BY UP TO 10% FOR RESIDENTIAL AMENITIES

N/A - DENSITY BONUS
TOTAL AREA PROPOSED = 90,674 SF
BUILDING HEIGHT (Allowed / Proposed) = 71' (38' + 33' *) / 71' (AB 1287) BUILDING B:

BUILDING A:

BUILDING HEIGHT (Allowed / Proposed) = EXISTING + 15' / NO INCREASE C. HEIGHT
TOTAL AREA PROPOSED = 56,828 SF
BUILDING B:
(NEW)
BUILDING A:
(CONVERSION)

SYMBOL LEGEND
LEVEL 0 (S-2)
LEVEL 1 (S-2)
LEVEL 2 (R-2, B, A-3,)
LEVEL 3 (R-2, B)

TOTAL AREA
= 4,145 SF
= 11,105 SF
= 21,663 SF
= 19,915 SF
= 56,828 SF
A. PER BUILDING CODE DEFINITION
BASEMENT (S-2)
GROUND FLOOR (R-2, B, A-3, S-2)
SECOND FLOOR (R-2)
THIRD FLOOR (R-2)
FOURTH FLOOR (R-2)
FIFTH FLOOR (R-2)

TOTAL AREA
= 19,040 SF
= 18,067 SF
= 18,164 SF
= 19,336 SF
= 19,336 SF
= 16,650 SF
= 110,593 SF
B. PER BUILDING CODE
NET HABITABLE AREA (RESIDENTIAL): = 71,770 SF
NET HABITABLE AREA (RESIDENTIAL): = 28,823 SF

PARKING SUMMARY (BIKE)
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

G2.00
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

OPPORTUNITIES AND CONSTRAINTS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G2.00
09/08/25

URBAN CONTEXT PASADENA DESIGN REFERENCES

ADJACENT STREETSCAPE OPPORTUNITIES AND CONSTRAINTS
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

G2.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

DESIGN EVOLUTION EXHIBIT
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G2.01
09/08/25
O-Shape building with a main courtyard
was the first draft of the project

DESIGN EVOLUTION EXHIBITS - SITE PLANNING
Open up to the buildings toward the rear mountain
side. Circulation paths were oriented towards the
mountains. The corner of the building aligned to
the existing building. Angle building away from
hillside to reduce retaining condition
Maximize 2 and 3 Bedroom Units. Pasadena
Design Standards implemented on front
facade and rear facade with breaks in the
building site planning/massing provided

DESIGN EVOLUTION EXHIBITS - BUILDING MASSING
O-Shape building with a main courtyard
was the first draft of the project
Open up to the buildings toward the rear mountain
side. Circulation paths were oriented towards the
mountains. The corner of the building aligned to
the existing building. Angle building away from
hillside to reduce retaining condition
Maximize 2 and 3 Bedroom Units. Pasadena
Design Standards implemented on front
facade and rear facade with breaks in the
building site planning/massing provided
Pasadena Design Standards further
implemented with double height entry space
incorporated along Rosemead Ave, creating
visual connection to rear hillside from entry
Pasadena Design Standards further implemented
with double height entry space incorporated along
Rosemead Ave, creating visual connection to rear
hillside from entry. open spaces incorporated on fifth
floor to further break up building massing. Flat roofs
introduced to not impede on neighbor views.

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

G2.02
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

DESIGN EVOLUTION EXHIBIT
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G2.02
09/08/25

DESIGN EVOLUTION EXHIBITS - MASSING AND ARTICULATION
Early massing concept proposed dropping the height of the building at the south end to follow the slope and elevation of Rosemead Blvd. This approach is not consistent with Pasadena's proposed Objective Design Standards at the time of review. This scheme creates a continuous unbroken mass along the main facade and a "stepped" roof plane which limits the effectiveness of providing "base, middle and top" articulation.

Revised massing as presented at Design Commission Preliminary Hearing.

Materials and articulation do not relate to the existing office building on site.

Alternative color scheme reminiscent of existing building roof detail was not successful as it dilutes the proposed building openings and recesses.

Exploration of expressed structure as a defining theme of existing office building. Horizontal control joints were proposed to identify floor plate locations. Creating articulation around dropped beams at roof plane was not effective. Materials were adjusted to engage the brick tones in the existing building.

Colors adjusted to further relate to the brick on existing building. Fenestration pattern updated above main entry ("bridge" units) as well as top, set-back level.

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

G2.03
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

PERSPECTIVE RENDERING
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

PERSPECTIVE RENDERING
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:
xG2.04
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

PERSPECTIVE RENDERING
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
xG2.04
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

PERSPECTIVE RENDERING
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:
xG2.05
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

PERSPECTIVE RENDERING
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
xG2.05
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

PERSPECTIVE RENDERING
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:
xG2.06
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

PERSPECTIVE RENDERING
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
xG2.06
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

PERSPECTIVE RENDERING
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

Client Address
G2.07
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

PERSPECTIVES
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G2.07
09/08/25
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

Client Address
G2.08
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

PERSPECTIVES
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G2.08
09/08/25
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

Client Address
G2.09
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

PERSPECTIVES
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G2.09
09/08/25
25' - 0" 110' - 0"
824.23' PER SURVEY 2.8.26
815'-0" @ ROOF LEVEL
600 N ROSEMEAD 605 RIM RD.
827' STREET LEVEL
@ FRONT OF PROPERTY
815'-0" ROOF LEVEL
825.84' PER SURVEY 2.8.26
625 RIM RD.
5'-6" EYE LEVEL
25' - 0" 125' - 0"
600 N ROSEMEAD 625 RIM RD.
825.84
830' STREET LEVEL
@ FRONT OF PROPERTY
600 N ROSEMEAD 635 RIM RD.

APPX. 50' - 0" AAPX. 125' - 0"
829'-0" @ PATIO
5'-6" EYE LEVEL
801'-0" @ ROOF
834' STREET LEVEL
@ FRONT OF PROPERTY
1 G2.21
Sim
1 G2.21
Sim
2 G2.21
Sim
2 G2.21
Sim
3 G2.21
Sim
3 G2.21
Sim
600 N ROSEMEAD
562 N ROSEMEAD
605 RIM RD
625 RIM RD
635 RIM RD
645 RIM RD

PROJECT NUMBER
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

E
T
L
R
I F
NO. C-24019
REN. 7-31-27

O E F CAL
STAT
A
O
A
NR I
Z
RC
A
U

E NS E IC
T
RO Y
D A
I H TE
N
C
LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1410 2ND STREET, SUITE 200
SANTA MONICA, CA 90401
Scale
Date
Drawn by
Checked by
DRAWING TITLE:

As indicated
-
600 N. ROSEMEAD AVE
600 N. ROSEMEAD AVE, PASADENA CA 91107

ELYSIAN HOUSING
G2.21
02/17/2026
Author
Checker

SITE SECTIONS
PLAN CHECK SUBMISSION #1
1 1" = 30'-0" G2.21
SITE SECTION 1 - 605 RIM RD
1" = 30'-0"
2 SITE SECTION 2 - 625 RIM RD
1" = 30'-0"
3 SITE SECTION 3 - 635 RIM RD
1" = 60'-0"
4 SITE PLAN
UP
UP
2 X-A0.00
2 X-A0.00
B C
B C
M
AT
C
H
LIN
E:

M
AT
C
H
L
NI E:

MAT
C
H
LIN
E:

M
AT
C
H
LIN
E:

A B
A B
SEE A2.04B

BUILDING B
TRASH
ELEV.
2 0' - 1"
STAIR #2
STAIR #1
(EXISTING)
VAULT

TRANSFORMER
3 BUILDING A
2 X-A0.00
2 X-A0.00
B C
B C
M
AT
C
H
LIN
E:

M
AT
C
H
L
NI E:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E:

A B
A B
PART 1 PART 2
PART 1 PART 2
PART 2
226A
SB
230A
1B
232A
1B
236A
1B
234A
1B
338A
1B
340A
1B
242A
1B
228A
1B
229A
1B
231A
1B
233A
1B
235A
1B
239A
1B
237A
1B
241A
1B
220A
1A
221A
1A
223A
1A
222A
1A
224A
1A
225A
1A
226A
SB
230A
1B
232A
1B
236A
1B
234A
1B
338A
1B
340A
1B
242A
1B
228A
1B
229A
1B
231A
1B
233A
1B
235A
1B
239A
1B
237A
1B
241A
1B
220A
1A
221A
1A
223A
1A
222A
1A
224A
1A
225A
1A

SERVERY
RR

COMMUNITY ROOM
OFFICE
OFFICE
OFFICE
OFFICE
CONF. RM

LEASING
RR

MAIN LOBBY
227A
SB

LAUNDRY
TRASH
STOR.

ELEV.

BREAK RM
IDF
STAIR #2
STAIR #1
(EXISTING)
DN
OFFICE
OFFICE
OFFICE
12' - 0"
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:
3/64" = 1'-0"
G2.22
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

SITE CIRCULATION
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G2.22
09/08/25
3/64" = 1'-0"
1 SITE CIRCULATION 1
3/64" = 1'-0"
2 SITE CIRCULATION 2
5097.82 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=26
208.79 SF

EXIT STAIRS (INTERIOR)
4074.01 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=21
3126.04 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=16
802.40 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=5
1125.34 SF

BUSINESS B
OLF=100 No. of OCC=12
893.61 SF
ASSEMBLY A-3
OLF=15 No. of OCC=60
236.96 SF

KITCHEN B
OLF=100 No. of OCC=3
OCC. LOAD SERVED = 25
WIDTH REQUIRED = 44"
WIDTH PROVIDED = 48"

STAIR WIDTH CALCULATION

STAIR DOOR CALCULATION
OCC. LOAD SERVED = 25
WIDTH REQUIRED = 36"
WIDTH PROVIDED = 36"
298.86 SF
ASSEMBLY A-3
OLF=15 No. of OCC=20
203.71 SF

BUSINESS B
OLF=100 No. of OCC=3
194.46 SF

EXIT STAIRS (INTERIOR)
OCC. LOAD SERVED = 45
WIDTH REQUIRED = 44"
WIDTH PROVIDED = 48"

STAIR WIDTH CALCULATION

STAIR DOOR CALCULATION
OCC. LOAD SERVED = 45
WIDTH REQUIRED = 36"
WIDTH PROVIDED = 36"
MAX. DIAGONAL DIST. = 342' - 1"
E
E
E
E
E
E
E
E
1300.69 SF
ASSEMBLY A-3
OLF=15 No. of OCC=111
MIXED OCCUPANCY (Section 302.1, 2025 CBC)

ROSEMEADE FAMILY APARTMENTS
OCCUPANCY SEPARATION ANALYSIS: (2025 CBC TABLE 508.4)

OCCUPANCY GROUP
OCCUPANCY CLASSIFICATION ANALYSIS:

CODE: 2025 CALIFORNIA BUILDING CODE (CBC) and Culver City Municipal Code (CCMC) based on the 2021 International Building Code.

PROJECT NAME:

GROUP: A-3 (Section 303.4, 2025 CBC) TITLE: ASSEMBLY

APPLICABLE CODES,

REGULATIONS & GUIDELINES
AUTOMATIC SPRINKLER SYSTEMS COMPLYING WITH NFPA-13 REQUIREMENTS SHALL BE PROVIDED. SYSTEM SHALL ALSO COMPLY WITH REQUIREMENTS OUTLINED IN 2025 CBC SECTION 903.3.1.1.

CONSTRUCTION TYPE DETERMINED: (2025 CBC TABLE 503)

NO CHANGE
ALLOWABLE HEIGHT ANALYSIS: (2025 CBC TABLE 504.4)
HEIGHT

NUMBER OF STORIES

ALLOWABLE ACTUAL (MEASURED FROM GRADE PLANE)

NO CHANGE
GROUP: S-2 (Section 304.1, 2025 CBC)
TITLE: RESIDENTIAL
TITLE: LOW HAZARD STORAGE
GROUP: R-2 (Section 310.3, 2025 CBC)
1-HOUR
A-3 / R-2 1 HOUR
A-3 / B
GROUP: B (Section 309.1, 2025 CBC) TITLE: BUSINESS
R-2 / S-2 1 HOUR
B / S-2 1 HOUR
B / R-2 1 HOUR

AREA (GSF)
ALLOWABLE AREA CALCULATIONS - PER FLOOR (2025 CBC TABLE 506.2) ALLOWABLE (Aa) ACTUAL (At)

STRUCTURAL FRAME

BUILDING ELEMENT

BEARING WALLS (EXTERIOR)

BEARING WALLS (INTERIOR)

NON-BEARING WALLS (EXTERIOR)

FLOOR CONSTRUCTION

ROOF CONSTRUCTION
FIRE RESISTANCE RATING REQ. FOR BLDG. ELEMENTS (2025 CBC TABLE 601) GROUP

TYPE V-A
1 HOUR
1 HOUR
1 HOUR
0 HOUR
1 HOUR
1 HOUR
At / Aa

THE TOTAL BUILDING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE RATIOS OF THE

ACTUAL AREA OF EACH STORY DIVIDED BY THE ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 508.1, SHALL NOT EXCEED TWO (2) FOR A, E, H, I, L, AND R OCCUPANCIES (Section 506.2.4, 2025 CBC) X< 5 FEET 1 HOUR
5 ≤ X <10 FEET
10 ≤ X ≤30 FEET
X≥ 30 FEET

FIRE SEPARATION
DISTANCE = X

TYPE OF

CONSTRUCTION
OCCUPANCY GROUP:

A, S-2, R-2, B, M
ALL
1A
OTHERS
IA,IB

IIB,VB,
OTHERS
ALL
SEE FIGURE 15/A-G3.05 FOR EXTERIOR OPENING PROTECTION ANALYSIS 1 HOUR
1 HOUR
1 HOUR
0 1 HOUR
0 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION (2025 CBC TABLE 705.8). 0 TO LESS THAN 3

FIRE SEPARATION

DISTANCE (FEET)

DEGREE OF OPENING

PROTECTION

ALLOWABLE AREA
ALL

UNPROTECTED, SPRINKLERED

NOT PERMITTED

PROTECTED
15 %
15 %

PROTECTED
25 %
25 %

PROTECTED
45 %
45 %
3 TO LESS THAN 5
5 TO LESS THAN 10
10 TO LESS THAN 15
15 TO LESS THAN 20

PROTECTED
75 %
75 %

PROTECTED
20 TO LESS THAN 30
30 OR GREATER

PROTECTED

NO LIMIT

NO LIMIT

UNPROTECTED, SPRINKLERED

UNPROTECTED, SPRINKLERED

UNPROTECTED, SPRINKLERED

UNPROTECTED, SPRINKLERED

UNPROTECTED, SPRINKLERED

GRAND TOTALS
- Fire Resistance Rating requirements for Exterior Walls Based on Fire Separation Distance (2025 CBC TABLE 601) - Combustible materials permitted for use in Type V-A construction / structure shall comply with CBC 603.1 (2025 CBC 603.1)

REQUIRED FIRE RATING
LEVEL 1 (TYPE V-A)
LEVEL 2 (TYPE V-A)
LEVEL 3 (TYPE V-A)
TOTAL AREA (GSF) = 0.17+ 0.461 + 0.439 = 1.07 < 2.00
FIRE SEPARATION DISTANCE REQ. FOR BLDG. ELEMENTS (2025 CBC TABLE 705.5) 63,000

BUILDING AREA ANALYSIS AND NARRATIVE
NO CHANGE (3, TYPE V-A)
* SEE FIGURE 8 / BB-G3.05 FOR OCCUPANCY DIAGRAMS
*

GRAND TOTALS
(A)

GRAND TOTALS
(A)
(A)
(A)
S-2 10,903.23 0.17
10,903.23 0.17
R-2 36,000 13,111.24 0.36
A-3
B
2,493.16
1,566.01
34,500
54,000

0.072

0.029
15,869.72 0.461
R-2 36,000 15,675.22 0.435
B 54,000 203.71 0.004
17,543.74 0.439
(A)

NO CHANGE
9791.27 SF
STORAGE S-2
OLF=200 No. of OCC=33
137.85 SF
STORAGE S-2
OLF=300 No. of OCC=1
195.41 SF
STORAGE S-2
OLF=300 No. of OCC=1
231.24 SF
STORAGE S-2
OLF=300 No. of OCC=1
179.19 SF
STORAGE S-2
OLF=200 No. of OCC=1

ELECTRICAL ROOM

TANK/PUMP ROOM

FIRE COMMAND CENTER
208.79 SF

EXIT STAIRS (INTERIOR)
E
E
E
315.86 SF
STORAGE S-2
OLF=300 No. of OCC=2

TRASH ROOM
OCC. LOAD SERVED = 20
WIDTH REQUIRED = 44"
WIDTH PROVIDED = 48"

STAIR WIDTH CALCULATION

STAIR DOOR CALCULATION
OCC. LOAD SERVED = 20
WIDTH REQUIRED = 36"
WIDTH PROVIDED = 36"
825.69 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=5
5076.18 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=26
2561.00 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=13
3145.30 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=16
4067.05 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=21
208.79 SF

EXIT STAIRS (INTERIOR)
OCC. LOAD SERVED = 25
WIDTH REQUIRED = 44"
WIDTH PROVIDED = 48"

STAIR WIDTH CALCULATION

STAIR DOOR CALCULATION
OCC. LOAD SERVED = 25
WIDTH REQUIRED = 36"
WIDTH PROVIDED = 36"
203.71 SF

BUSINESS B
OLF=100 No. of OCC=3
194.46 SF

EXIT STAIRS (INTERIOR)
OCC. LOAD SERVED = 45
WIDTH REQUIRED = 44"
WIDTH PROVIDED = 48"

STAIR WIDTH CALCULATION

STAIR DOOR CALCULATION
OCC. LOAD SERVED = 45
WIDTH REQUIRED = 36"
WIDTH PROVIDED = 36"
E
E
E
E
E
E
E
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
G3.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BUILDING A - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G3.01
01/20/26
1/32" = 1'-0"
1 LEVEL 2.2
1/32" = 1'-0"
2 LEVEL 1
1/32" = 1'-0"
3 LEVEL 3
BC
B C MATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
PART 1 PART 2
PART 1 PART 2
PART 2
PART 2
7 SECOND FLOOR PLAN TOTAL SQUARE FOOTAGE = 21,662.8 SF
BC
B CMATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
SEE A2.04D
SEE A2.04D SEE A2.03E
SEE A2.03E
SEE A2.03E
SEE A2.03B SEE A2.03E
SEE A2.03B

OPEN TO BELOW
THIRD FLOOR PLAN TOTAL SQUARE FOOTAGE = 19,915 SF
BC
B CMATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
PART 1 PART 2
PART 1 PART 2
PART 2
PART 2
7 SECOND FLOOR PLAN TOTAL SQUARE FOOTAGE = 21,204 SF
BC
B CMATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
SEE A2.04D
SEE A2.03ESEE A2.04D
SEE A2.03E
SEE A2.03E
SEE A2.03B SEE A2.03E
SEE A2.03B

OPEN TO BELOW

THIRD FLOOR PLAN
TOTAL SQUARE FOOTAGE = 19,464 SF
BC
BC MATCH LINE:

MATCH LINE:

TOTAL SQUARE FOOTAGE = 11105 SF
BC
BC MATCH LINE:

MATCH LINE:

TOTAL SQUARE FOOTAGE = 315 SF
BC
BC MATCH LINE:

MATCH LINE:
01 02 03
BC
B CMATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
PART 1 PART 2
PART 1 PART 2
PART 2
PART 2
7 SECOND FLOOR PLAN TOTAL SQUARE FOOTAGE = 21,662.8 SF
BC
B CMATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
SEE A2.04D
SEE A2.03ESEE A2.04D
SEE A2.03E
SEE A2.03E
SEE A2.03B SEE A2.03E
SEE A2.03B

OPEN TO BELOW
THIRD FLOOR PLAN TOTAL SQUARE FOOTAGE = 21,662.8 SF
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

Client Address
1" = 40'-0"
G3.02
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BUILDING A- CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G3.02
01/20/26
FIGURE 01 - BUILDING CODE AREA CALCULATIONS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH BUILDING CODE AREA REQUIREMENETS PER CBC 2025. CALCULATED PER THE REQUIREMENTS INDICATED IN 2025 CALIFORNIA BUILDING CODE & PASADENA MUNICIPAL CODE. INCLUDES AREA WITHIN EXTERIOR WALLS, STAIRWAYS, AND COVERED EXTERIOR WALKWAYS. EXCLUDING VENTS, EQUIPMENT ROOMS, ELEVATOR SHAFTS, MECHANICAL SHAFTS.

FIGURE 02 - ZONING CODE AREA CALCULATIONS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH ZONING CODE AREA REQUIREMENTS OF THE 2026 PASADENA MUNICIPAL ZONING CODE. INCLUDES AREA WITHIN EXTERIOR WALLS & COVERED EXTERIOR WALKWAYS. NOT INCLUDING STAIRWAYS,

SHAFTS, ROOM HOUSING BUILDING-OPERATING EQUIPMENT OR MACHINERY, PARKING AREAS FIGURE 03 - COMPARTMENTALIZATION PLANS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE PROJECTS COMPLIANCE WITH TITLE 24 INSULATION AND AIR LEAKAGE REQUIREMENTS
BC
BC MATCH LINE:

MATCH LINE:
01 02 03
BC
B CMATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
PART 1 PART 2
PART 1 PART 2
PART 2
PART 2
7 SECOND FLOOR PLAN TOTAL SQUARE FOOTAGE = 21,662.8 SF
BC
B C MATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
SEE A2.04D
SEE A2.03ESEE A2.04D
SEE A2.03E
SEE A2.03E
SEE A2.03B SEE A2.03E
SEE A2.03B

OPEN TO BELOW

THIRD FLOOR PLAN
TOTAL SQUARE FOOTAGE = 21,662.8 SF
EXIT
75' - 3" T.D
EXIT
80' - 10" T.D
BC
B C MATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
PART 1 PART 2
PART 1 PART 2
PART 2
PART 2
7 SECOND FLOOR PLAN TOTAL SQUARE FOOTAGE = 21,662.8 SF
EXIT
75' - 3" T.D
EXIT
80' - 10" T.D
EXIT
BC
B C MATCH LINE: MATCH LINE:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E: AB
A B
SEE A2.04D
SEE A2.03ESEE A2.04D
SEE A2.03E
SEE A2.03E
SEE A2.03B SEE A2.03E
SEE A2.03B
THIRD FLOOR PLAN TOTAL SQUARE FOOTAGE = 21,662.8 SF
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

Client Address
1" = 40'-0"
G3.03
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BUILDING A - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G3.03
01/27/26
FIGURE 4 - DISTANCE BETWEEN EXITS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CBC SECTION 1007.1.1 / EXCEPTION 2, WHICH REQUIRE

THE DISTANCE BETWEEN EXITS NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.

FIGURE 6 - EXIT ACCESS TRAVEL

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CBC SECTION 1017, WHICH REQUIRES THE PROJECT TO PROVIDE A MAXIMUM TRAVEL DISTANCE OF 250' FROM THE MOST REMOTE POINT OF OCCUPANCY TO THE NEAREST EXIT A-A4.02 3
A-A4.02
2 G3.04
2 G3.05
1 G3.05 2
3 G3.05
F.S.D.
9 0' - 10"
4' - 10" F.S.D.

G3.04
3 BUILDING A
F.S.D.
4 9' - 8"
F.S.D.
8 2' - 0"
ALLOWED = UNLIMITED
% OF OPENINGS
F.S.D.
15' - 8"
F.S.D.
14' - 11"
22' - 0"
F.S.D.

F.S.D.
34' - 9"
ASSUMED F.S.D.

M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E:

A B
A B
PART 1 PART 2
PART 1
PART 2
% OF OPENINGS
ALLOWED = 25%
PART 1
PART 2

N ROSEMEAD BLVD
A-A5.01
2 LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
3RD: 4,182 SF OVERALL

FACADE AREA
953.00 SF / 1,882 SF

PROVIDED ALLOWED
2ND: 4,153 SF OVERALL

FACADE AREA
929.00 SF / 1,869 SF

PROVIDED ALLOWED
ROOF: 324 SF OVERALL

FACADE AREA
144.00 SF / 146 SF

PROVIDED ALLOWED
1ST: 1,861 SF OVERALL

FACADE AREA
505.00 SF / UNLIMITED

PROVIDED ALLOWED

ROOF (BLDG B)
820' - 0"
LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
2ND: 132 SF OVERALL

FACADE AREA
131.00 SF / UNLIMITED

PROVIDED ALLOWED
1ST: 141 SF OVERALL

FACADE AREA
117.00 SF / UNLIMITED

PROVIDED ALLOWED
ROOF: 121 SF OVERALL

FACADE AREA

75.00 SF / UNLIMITED

PROVIDED ALLOWED
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

Client Address
As indicated
G3.04
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BUILDING A - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G3.04
02/11/26
1/16" = 1'-0"
1 BUILDING A - EXTERIOR OPENINGS

SITE PLAN
3/32" = 1'-0"
2 BUILDING A - EXTERIOR OPENINGS

WEST ELEVATION
3/32" = 1'-0"
3 BUILDING A - EXTERIOR OPENINGS

WEST ELEVATION - ANGLED LOBBY WALL
FIGURE 10 - EXTERIOR OPENING ANALYSIS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CBC SECTION 705.8., WHICH PROVIDES MAXIMUM ALLOWABLE AREA OF

EXTERIOR WALL OPENINGS BASED ON THE FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION.

LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
2ND: 4,316 SF OVERALL

FACADE AREA
800.00 SF / UNLIMITED
1ST: 2,910 SF OVERALL

FACADE AREA
549.00 SF / UNLIMITED
ROOF: 601 SF OVERALL

FACADE AREA
154.00 SF / UNLIMITED

PROVIDED ALLOWED

PROVIDED ALLOWED

PROVIDED ALLOWED
LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 2.1
772' - 6"
2ND: 728 SF OVERALL

FACADE AREA

25.00 SF / 546 SF

PROVIDED ALLOWED
1ST: 387 SF OVERALL

FACADE AREA

0.00 SF / 290 SF

PROVIDED ALLOWED
LEVEL 3
786' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
2ND: 1,074 SF OVERALL

FACADE AREA

39.00 SF / 269 SF

PROVIDED ALLOWED
1ST: 915 SF OVERALL

FACADE AREA

24.00 SF / 229 SF

PROVIDED ALLOWED
3RD: 1,005 SF OVERALL

FACADE AREA

43.00 SF / 251 SF

PROVIDED ALLOWED
ROOF: 288 SF OVERALL

FACADE AREA

0.00 SF / 72 SF

PROVIDED ALLOWED
ALLOWED = 25%
% OF OPENINGS
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

Client Address
3/32" = 1'-0"
G3.05
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BUILDING A - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
G3.05
01/27/26
3/32" = 1'-0"
1 BUILDING A - EXTERIOR OPENINGS

EAST ELEVATION
3/32" = 1'-0"
2 BUILDING A - EXTERIOR OPENINGS

NORTH ELEVATION
3/32" = 1'-0"
3 BUILDING A - EXTERIOR OPENINGS

SOUTH ELEVATION
(EXTERIOR OPENINGS)
FIGURE 10 - EXTERIOR OPENING ANALYSIS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CBC SECTION 705.8., WHICH PROVIDES MAXIMUM ALLOWABLE AREA OF

EXTERIOR WALL OPENINGS BASED ON THE FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION.

FIRE ACCESS ROAD (ROSEMEAD BLVD)
820.08
775.80
749.93
795.25

GRADE PLANE - NW

GRADE PLANE - SW

GRADE PLANE - SE

GRADE PLANE - NE
91' - 8"
DIS
TA
N
C
E
F
RO
M
C
U
R
B
< 15
0' - 0"
148' - 6"
DISTANCE FROM CURB < 150' - 0"

FIRE ACCESS PATH

BUILDING B ROOF
5-STORY TYPE III-A STRUCTURE
(ELEV = 815.04)

ROOF PLANE

FIRE ACCESS PATH

FIRE ACCESS PATH

FIRE ACCESS PATH
7' - 0"
7' - 0"
5' - 0"
7' - 0"
9' - 8"

STREET CURB
815.04
SITE GRADE PLANE = 785.09

BUILDING A ROOF
3-STORY TYPE V-A STRUCTURE
(ELEV = 809.02)
ENTRY POINT 1
ENTRY POINT 3
ENTRY POINT 5
STAIR
S
TAIR
810.20

ROOF PLANE
FH
141' - 9"
DISTANCE FROM FIRE HYDRANT < 400' - 0"
FH
139' - 8"
DISTANCE FROM FIRE HYDRANT < 400' - 0"
ENTRY POINT 2
ENTRY POINT 4
7' - 0"
STAIR
LOWER
LEVEL
BELOW

LOWER LEVEL
BELOW
189' - 3"
239' - 3" PORTION OF EXTERIOR FACADE EXCEEDING 150' - 0" TRAVEL DISTANCE PORTION OF EXTERIOR FACADE EXCEEDING 150' - 0" TRAVEL DISTANCE Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
3/64" = 1'-0"
G3.00
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

OVERALL FIRE MASTER PLAN
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
G3.00
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

OVERALL FIRE MASTER PLAN
THE DIAGRAM BELOW ARE PREPARED TO ILLUSTRATE THE PROJECTS COMPLIANCE WITH PASADENA FIRE ACCESS REQUIREMENTS. - THE DIAGRAM ILLUSTRATES THE HIGHEST ROOF PLANE (815.04) IS LESS THAN 30' HIGHER THAN THE SITE GRADE PLANE (785.27), THUS NOT REQUIRING A FIRE APPARATUS ROAD. - THE DIAGRAM ILLUSTRATES COMPLIANCE WITH FIRE ACCESS AROUND THE EXTERIOR OF THE BUILDING, PROVODING MINIMUM 5' CLEAR PATHWAYS AROUND BUILDING EXTERIORS. - THE DIAGRAM ILLUSTRATES COMPLIANCE WITH BUILDING EXTERIORS BEING LESS THAN 150' - 0" FROM THE FIRE ACCESS ROAD (ROSEMEAD BLVD) - THE DIAGRAM ILLUSTRATES COMPLIANCE WITH STAIR ROOF ACCESS REQUIREMENTS FOR BUILDING OVER 4 STORIES (BUILDING B ONLY) - THE DIAGRAM ILLUSTRATES COMPLIANCE WITH EXTERIOR WALL DISTANCES FROM FIRE HYDRANTS, REQUIRING LESS THAN 400'-0" BETWEEN EXTERIOR WALLS AND HYDRANTS - PLOT TREES AND STREET LIGHT LOCATIONS
- LOCATE FIRE CONTROL CENTER.
- BUILDING AREAS ON EACH BUILDING

PROJECT NUMBER
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

E
T
L
R
I F
NO. C-24019
REN. 7-31-27

O E F CAL
STAT
A
O
A
NR
I
Z
RC
A
U

E NS E IC
T
RO Y
D A
I H TE
N
C
LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1410 2ND STREET, SUITE 200
SANTA MONICA, CA 90401
Scale
Date
Drawn by
Checked by
DRAWING TITLE:
-
600 N. ROSEMEAD AVE
600 N. ROSEMEAD AVE, PASADENA CA 91107

ELYSIAN HOUSING
G3.01
02/17/2026
Author
Checker

SUN STUDY
PLAN CHECK SUBMISSION #1
G3.01
1A
March 21st 9am 1BMarch 21st 12pm 1C March 21st 3pm
3A
September 21st 9am
2A
June 21st 9am 2BJune 21st 12pm 2C June 21st 3pm
3B
September 21st 12pm 3C September 21st 3pm
MIXED OCCUPANCY (Section 302.1, 2025 CBC)

ROSEMEADE FAMILY APARTMENTS
OCCUPANCY SEPARATION ANALYSIS: (2025 CBC TABLE 508.4)

OCCUPANCY GROUP
OCCUPANCY CLASSIFICATION ANALYSIS:

CODE: 2025 CALIFORNIA BUILDING CODE (CBC) and Culver City Municipal Code (CCMC) based on the 2021 International Building Code.

PROJECT NAME:

GROUP: A-3 (Section 303.4, 2025 CBC) TITLE: ASSEMBLY

APPLICABLE CODES,

REGULATIONS & GUIDELINES
AUTOMATIC SPRINKLER SYSTEMS COMPLYING WITH NFPA-13 REQUIREMENTS SHALL BE PROVIDED. SYSTEM SHALL ALSO COMPLY WITH REQUIREMENTS OUTLINED IN 2025 CBC SECTION 903.3.1.1.

CONSTRUCTION TYPE DETERMINED: TYPE I-A AND TYPE III-A (2025 CBC TABLE 503)

72.44 FT +/-
ALLOWABLE HEIGHT ANALYSIS: (2025 CBC TABLE 504.4)
HEIGHT

NUMBER OF STORIES

ALLOWABLE ACTUAL (MEASURED FROM GRADE PLANE)
85'-0"
GROUP: S-2 (Section 304.1, 2025 CBC)
TITLE: RESIDENTIAL
TITLE: LOW HAZARD STORAGE
GROUP: R-2 (Section 310.3, 2025 CBC)
1-HOUR
A-3 / R-2 1 HOUR
A-3 / B
GROUP: B (Section 309.1, 2025 CBC) TITLE: BUSINESS
R-2 / S-2 1 HOUR
B / S-2 1 HOUR
B / R-2 1 HOUR

AREA (GSF)
ALLOWABLE AREA CALCULATIONS - PER FLOOR (2025 CBC TABLE 506.2) ALLOWABLE (Aa) ACTUAL (At)

STRUCTURAL FRAME

BUILDING ELEMENT TYPE III-A

BEARING WALLS (EXTERIOR)

BEARING WALLS (INTERIOR)

NON-BEARING WALLS (EXTERIOR)

FLOOR CONSTRUCTION

ROOF CONSTRUCTION
FIRE RESISTANCE RATING REQ. FOR BLDG. ELEMENTS (2025 CBC TABLE 601) 1 HOUR
2 HOUR
1 HOUR
0 HOUR
1 HOUR
1 HOUR
GROUP

TYPE I-A
3 HOUR
3 HOUR
3 HOUR
0 HOUR
2 HOUR

1.5 HOUR
At / Aa

THE TOTAL BUILDING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE RATIOS OF THE

ACTUAL AREA OF EACH STORY DIVIDED BY THE ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 508.1, SHALL NOT EXCEED TWO (2) FOR A, E, H, I, L, AND R OCCUPANCIES (Section 506.2.4, 2022 CBC) X< 5 FEET 1 HOUR
5 ≤ X <10 FEET
10 ≤ X ≤30 FEET
X≥ 30 FEET

FIRE SEPARATION
DISTANCE = X

TYPE OF

CONSTRUCTION
OCCUPANCY GROUP:

A, S-2, R-2, B, M
ALL
1A
OTHERS
IA,IB

IIB,VB,
OTHERS
ALL
SEE FIGURE 15/B-G3.07 FOR EXTERIOR OPENING PROTECTION ANALYSIS 1 HOUR
1 HOUR
1 HOUR
0 1 HOUR
0 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION (2025 CBC TABLE 705.8). 0 TO LESS THAN 3

FIRE SEPARATION

DISTANCE (FEET)

DEGREE OF OPENING

PROTECTION

ALLOWABLE AREA
ALL

UNPROTECTED, SPRINKLERED

NOT PERMITTED

PROTECTED
15 %
15 %

PROTECTED
25 %
25 %

PROTECTED
45 %
45 %
3 TO LESS THAN 5
5 TO LESS THAN 10
10 TO LESS THAN 15
15 TO LESS THAN 20

PROTECTED
75 %
75 %

PROTECTED
20 TO LESS THAN 30
30 OR GREATER

PROTECTED

NO LIMIT

NO LIMIT

UNPROTECTED, SPRINKLERED

UNPROTECTED, SPRINKLERED

UNPROTECTED, SPRINKLERED

UNPROTECTED, SPRINKLERED

UNPROTECTED, SPRINKLERED

GRAND TOTALS
- Fire Resistance Rating requirements for Exterior Walls Based on Fire Separation Distance (2025 CBC TABLE 601) - Combustible materials permitted for use in Type I-A construction / structure shall comply with CBC 603.1 (2025 CBC 603.1)

REQUIRED FIRE RATING
BASEMENT FLR. (TYPE I-A)

FIRST FLOOR (TYPE III-A)

SECOND FLOOR (TYPE III-A)

THIRD FLOOR (TYPE III-A)
TOTAL AREA (GSF) = 0.00 + 0.31 + 0.41 + 0.44 + 0.44 + 0.37 = 1.97 < 2.00 FIRE SEPARATION DISTANCE REQ. FOR BLDG. ELEMENTS (2025 CBC TABLE 705.5)

UNLIMITED

FIFTH FLOOR (TYPE III-A)

GRAND TOTALS

FRONTAGE INCREASE CALCULATION (B)
Aa = [24,000 + 24,000 x 0.50)] = 36,000 SF (Type III-A / R-2 Occupancy) Aa = [117,000 + 117,000 x 0.50)] = 175,500 SF (Type III-A / S-2 Occupancy) Aa = [85,000 + 85,000 x 0.50)] = 128,250 SF (Type III-A / B Occupancy) Aa = [42,000 + 42,000 x 0.50)] = 63,000 SF (Type III-A / A-3 Occupancy)

BUILDING AREA ANALYSIS AND NARRATIVE

UL (TYPE I-A)
5 (TYPE III-A)
1 (TYPE I-A)
5 (TYPE III-A)
- SEE FIGURE 14 / B-G3.06 FOR BUILDING HEIGHT ANALYSIS
- SEE FIGURE 11 / B-G3.05 FOR CONSTRUCTION TYPE ANALYSIS - SEE FIGURE 12 / B-G3.06 FOR FRONTAGE CALCULATION ANALYSIS * SEE FIGURE 8 / BB-G3.05 FOR OCCUPANCY DIAGRAMS
*

FOURTH FLOOR (TYPE III-A)
(B)

GRAND TOTALS
(B)

GRAND TOTALS
(B)

GRAND TOTALS
(B)

GRAND TOTALS
(B)
(B)
(B)
(B)
4807.77 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=25

DWELLING UNITS
2539.95 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=13

DWELLING UNITS
3948.57 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=20
2017.30 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=11

DWELLING UNITS DWELLING UNITS
749.16 SF

BUSINESS B
OLF=100 No. of OCC=8

OPEN SPACE
748.91 SF

BUSINESS B
OLF=100 No. of OCC=8

OPEN SPACE
4807.77 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=25

DWELLING UNITS
2539.95 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=13

DWELLING UNITS

DWELLING UNITS
1075.88 SF
BUSINESS R-2
OLF=200 No. of OCC=6

DWELLING UNIT
7275.16 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=37
4807.77 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=25

DWELLING UNITS
2539.95 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=13

DWELLING UNITS
7275.16 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=37

DWELLING UNITS
1075.88 SF
BUSINESS R-2
OLF=200 No. of OCC=6

DWELLING UNIT
4807.77 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=25

DWELLING UNITS
2539.95 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=13

DWELLING UNITS
4157.31 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=21
2132.94 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=11

DWELLING UNITS DWELLING UNITS
1075.88 SF
BUSINESS R-2
OLF=100 No. of OCC=6

DWELLING UNITS
2033.91 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=11

DWELLING UNITS
4061.76 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=21
1580.53 SF
RESIDENTIAL R-2
OLF=200 No. of OCC=8

DWELLING UNITS

DWELLING UNITS
1075.86 SF
RESIDENTIAL R-2
OLF=100 No. of OCC=11

DWELLING UNITS
574.31 SF

BUSINESS B
OLF=100 No. of OCC=6

LAUNDRY ROOM
953.14 SF
BUSINESS A-3
OLF=15 No. of OCC=64

DWELLING UNITS
1690.40 SF
ASSEMBLY A-3
OLF=15 No. of OCC=113

COVERED OPEN SPACE
612.22 SF

BUSINESS B
OLF=100 No. of OCC=7
747.99 SF

BUSINESS B
OLF=100 No. of OCC=8

OPEN SPACE

OPEN SPACE
527.38 SF

BUSINESS B
OLF=100 No. of OCC=6

LEASING OFFICE
746.79 SF

BUSINESS B
OLF=100 No. of OCC=8

COVERED EGRESS COURT

VEHICLE PARKING
17206.94 SF
STORAGE S-2
OLF=200 No. of OCC=87
235.54 SF
STORAGE S-2
OLF=200 No. of OCC=2

TRASH ROOM
153.73 SF
STORAGE S-2
OLF=200 No. of OCC=1

ELECTRICAL ROOM
109.27 SF
STORAGE S-2
OLF=200 No. of OCC=1

ELEVATOR

CONTROL ROOM
313.47 SF
STORAGE S-2
OLF=200 No. of OCC=2

ELECTRICAL ROOM
222.80 SF
STORAGE S-2
OLF=200 No. of OCC=2

TANK ROOM
183.66 SF
STORAGE S-2
OLF=200 No. of OCC=1

FIRE COMMAND CENTER
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
G3.21
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
G3.21
09/08/25
584 1/2 N. Larchmont Blvd.
1" = 30'-0" Los Angeles, CA 90004
1 CODE ANALYSIS PLAN - FIFTH FLOOR
B 128,250 SF 1,498 SF 0.01
R-2 36,000 SF 13,314 SF 0.37
14,812 SF 0.38
1" = 30'-0"
2 CODE ANALYSIS PLAN - FOURTH FLOOR
R-2 36,000 SF 15,699 SF 0.44
15,699 SF 0.44
1" = 30'-0"
3 CODE ANALYSIS PLAN - THIRD FLOOR
R-2 36,000 SF 15,699 SF 0.44
15,699 SF 0.44
1" = 30'-0"
4 CODE ANALYSIS PLAN - SECOND FLOOR
R-2 36,000 SF 14,714 SF 0.41
14,714 SF 0.41
1" = 30'-0"
5 CODE ANALYSIS PLAN - GROUND FLOOR
A-3 63,000 SF 2,644 SF 0.04
B 128,250 SF 3,209 SF 0.03
R-2 36,000 SF 8,752 SF 0.24
14,604 SF 0.31
1" = 30'-0"
6 CODE ANALYSIS PLAN - BASEMENT
S-2 18,425 SF 0.00
18,425 SF 0.00
NN
NN

BASEMENT COMPARTMENTALIZATION PLAN

GROUND FLOOR COMPARTMENTALIZATION PLAN
ELEV 2
ELEV 1

THIRD - FOURTH FLOOR COMPARTMENTALIZATION PLAN
ELEV 2
ELEV 1

SECOND FLOOR COMPARTMENTALIZATION PLAN
ELEV 2
ELEV 1

FIFTH FLOOR COMPARTMENTALIZATION PLAN
ELEV 2
ELEV 1

FIFTH FLOOR ZONING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 16,150 SF
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
ELEV 2
ELEV 1

FIFTH FLOOR BUILDING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 16,700 SF
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
ELEV 2 ELEV 1

THIRD - FOURTH FLOOR BUILDING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 19,380 SF (2)
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
ELEV 2 ELEV 1

THIRD - FOURTH FLOOR ZONING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 18,860 SF (2)
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
ELEV 2
ELEV 1

SECOND FLOOR ZONING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 17,650 SF
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
EXT.

CORRIDOR
ELEV 2
ELEV 1

SECOND FLOOR BUILDING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 18,205 SF
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
ELEV 2 ELEV 1

GROUND FLOOR ZONING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 17,555 SF
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
EXT.

CORRIDOR
ELEV 2
ELEV 1

GROUND FLOOR BUILDING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 18,110 SF
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
EXT. CORRIDOR
ELEV 2 ELEV 1

BASEMENT ZONING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 680 SF

BASEMENT BUILDING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 19,040 SF
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1" = 40'-0"
G3.22
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
G3.22
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

INSULATION MUST BE IN CONTACT WITH AIR BARRIER ON
ALL SIX SIDES. AT WALLS BETWEEN CONDITION: AND

UNCONDITIONED SPACES (CORRIDORS, STAIRS, TRASH
ROOMS, LAUNDRY ROOMS, MISC. STORAGE ROOMS) WHERE

RESILIENT CHANNELS WILL BE INSTALLED, AN AIR BARRIER

MUST BE INSTALLED OVER STUDS, IN CONTACT WITH

INSULATION, BEFORE RESILIENT CHANNELS ARE
INSTALLED. AIR BARRIER SHOULD BE PROTECTED, AND ANY

TEARS REPAIRED PRIOR TO QUALITY INSULATION
INSTALLATION (QII) PRIOR TO INSTALLATION OF DRYWALL.

BEHIND TUB/SHOWER AND UNDER STAIRS WITHIN

CONDITIONED SPACE, INSULATION IN WALLS BETWEEN
CONDITIONED AND UNCONDITIONED SPACES (SEE NO.1)

MUST BE IN CONTACT WITH AIR BARRIER ON FIVE SIDES

NOT REQUIRED TO FILL THE SPACE, BUT THE CAVITY IS

REQUIRED TO BE AIR TIGHT INSULATION, DRYWALL AND (QII)

INSPECTION MUST BE PERFORMED AT BATHROOM
LOCATIONS BEFORE TUBS ARE SET.

AT DOUBLE WALLS, THE ENTIRE CAVITY (BOTH STUD BAYS)

MUST BE FILLED WITH INSULATION, OR AN AIR BARRIER

MUST BE INSTALLED BETWEEN STUD BAYS ALLOWING

INSULATION TO BE IN CONTACT WITH AIR BARRIER ON ALL
SIX SIDES. ALTERNATIVELY, AT SKID WALLS (METAL FRAMED

WALLS WITHIN WOOD FRAMED WALLS CONTAINING

PLUMBING OR MECHANICAL CHASES), EXTERIOR WALL

MUST BE INSULATED IN CONTACT WITH AIR BARRIER ON SIX

SIDES, AND VERIFIED PRIOR TO CLOSING WALL AND
BUILDING SKID WALL.

WHERE INTERIOR WALLS INTERSECT EXTERIOR AND AT

CORNERS, AS STRUCTURAL DRAWINGS ALLOW, EXTERIOR

STUD SPECIAL ATTENTION MUST BE PAID TO ALLOW FOR

INSULATION OF THE WALL TO THE PROPER R-VALUE
(REVIEW WITH FRAMER BEFORE FRAMING BEGINS).

AT SHEAR WALLS AND DOUBLE SHEAR WALLS, QII

INSPECTION MUST OCCUR AND MUST BE VERIFIED BY THE
HERS RATER BEFORE THE WALL IS CLOSED.

MECHANICAL DUCTS VENTED VERTICALLY ARE NOT

ALLOWED TO FILL AN ENTIRE STUD BAY IN AN EXTERIOR

WALL OR IN WALL BETWEEN A UNIT AND UNCONDITIONED
SPACE.

FURRED OUT WALLS (LIKE THOSE BEHIND BATHTUBS) MUST
BE INSPECTED FOR (QII) PRIOR TO CLOSING WALLS.

INSULATION IN AN EXTERIOR WALL, OR WALLS BETWEEN

CONDITIONED AND UNCONDITIONED SPACE, MUST BE IN

CONTACT WITH THE AIR
BARRIER ON SIX SIDES.

ROPE CAULK, FOAM GASKET, OR CAULKING BEAD AROUND
THE ENTIRE SOLE PLATE AT ALL UNITS. FOAM GASKET MUST
BE USED AT WOOD TO CONCRETE CONNECTIONS.

ALL DUCT CHASES, AND DOUBLE WALLS SEALED AIR TIGHT
AT THE CEILING LEVEL. ALL GAPS INTO SHAFTS LARGER
THAN 1/8" FILLED WITH FOAM OR CAULK. SPECIAL

ATTENTION PAID TO DUCTS ENTERING SHAFTS FROM

CEILING (THIS INCLUDES TRASH CHUTES, CORRIDOR

VENTILATION DUCTS, AND OTHER VERTICAL CHASES WHICH
MUST BE SEALED AT EACH FLOOR).

INSULATION IN WALLS BETWEEN UNITS AND
UNCONDITIONED SPACES (SEE NO.1) MUST BE CUT TO FIT

AROUND WIRING, PIPING, OR SPLIT (DELAMINATED) WITH

INSULATION ON BOTH SIDES OF PIPE, WIRE, OR CONDUIT
AND IN CONTACT WITH THE AIR BARRIER ON SIX SIDES.

FOR BATT INSULATION - NO SINGLE VOID/DEPRESSION
DEEPER THAN 1/8" IS ALLOWED IN ANY STUD BAY.

ANY GAPS BETWEEN STUDS AND INSULATION LARGER THAN
1/8" MUST BE FILLED WITH INSULATION OR SPRAY FOAM.

THE USE OF BLOWN-IN INSULATION IS ENCOURAGED AS

THIS WILL LEAD TO A HIGHER QUALITY INSTALLATION, AND
WILL MAKE PASSING THE QII INSPECTION EASIER. BLOWN-IN

INSULATION MUST STILL MAKE CONTACT WITH THE AIR
BARRIER ON SIX SIDES OF EACH STUD OR RAFTER BAY.

WHERE SPF (SPRAY POLYURETHANE FOAM MEDIUM

DENSITY) INSULATION IS USED, THE SPF ACTS AS BOTH
INSULATION AND AIR BARRIER. SPF SHOULD BE USED AT
DIFFICULT TO REACH LOCATIONS.

DEMISING WALLS MUST BE COMPLETELY SEALED (CAULK

BOTTOM PLATE), TOP PLATE MUST BE CONTINUOUS AT TOP
OF ALL WALLS. CONTACT INSULATION AND AIR BARRIER

AND INSULATION IS NOT REQUIRED AT DEMISING WALL,

UNLESS THE WALL ADJOINS
UNCONDITIONED SPACE.

ALL ELECTRICAL AND DATA JUNCTION BOXES IN INSULATED
WALLS SHALL INCLUDE FACEPLATES WITH FOAM GASKETS.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. CEILING, WALL, FLOOR, AND SLAB INSULATION LEVELS
SHALL MEET OR EXCEED 2009 IECC LEVELS. ALL CEILING,

WALL, FLOOR, AND SLAB INSULATION SHALL ACHIEVE

RESNET -DEFINED GRADE I INSTALLATION OR,

ALTERNATIVELY, GRADE II FOR SURFACES WITH INSULATED
SHEATHING.

A COMPLETE AIR BARRIER SHALL BE PROVIDED THAT IS
FULLY ALIGNED WITH THE INSULATION AS FOLLOWS:

AT INTERIOR SURFACE OF CEILINGS IN ALL CLIMATE ZONES;

ALSO AT INTERIOR EDGE OF ATTIC EAVE IN ALL CLIMATE

ZONES USING A WIND BAFFLE THAT EXTENDS TO THE FULL
HEIGHT OF THE INSULATION. INCLUDE A BAFFLE IN EVERY

BAY OR A TABBED BAFFLE IN EACH BAY WITH A SOFFIT

VENT THAT WILL ALSO PREVENT WIND WASHING OF
INSULATION IN ADJACENT BAYS. AT EXTERIOR SURFACE OF

WALLS IN ALL CLIMATE ZONES, AND ALSO AT INTERIOR
SURFACE OF WALLS OF FLOORS IN ALL CLIMATE ZONES 4-8.

AT INTERIOR SURFACE OF FLOORS IN ALL CLIMATE ZONES,

INCLUDING SUPPORTS TO ENSURE PERMANENT CONTACT
AND BLOCKING AT EXPOSED EDGES.

SEAL ALL WALLS, FLOOR AND JOINT PENETRATIONS WITH

LOW-VOC CAULKING OR OTHER APPROPRIATE NON-TOXIC
SEALING METHODS TO PREVENT PEST ENTRY. PROVIDE
RODENT AND CORROSIVE PROOF SCREEN (E.G. COPPER

OR STAINLESS STEEL MESH OR RIGID METAL CLOTH) FOR
OPENING GREATER THAN 1/4 INCH.

THERMAL AND MOISTURE PROTECTION

1. 2.

3. 4.

THE FOLLOWING AREAS OF THE BUILDING ENVELOPE SHALL

BE SEALED, CAULKED, GASKETED, OR WEATHER-STRIPPED
TO MINIMIZE AIR LEAKAGE:

SEAL ALL CRACKS AND JOINTS. INSTALL RODENT-PROOF
SCREENS AND MESH WHEN APPLICABLE.

POINT OF GUTTER DISCHARGE SHALL BE MIN. 24" FROM
FOUNDATION.

BUILDING ENVELOPE SEALING

THE FOLLOWING AREAS OF THE BUILDING ENVELOPE
SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED TO MINIMIZE AIR LEAKAGE:

JOINTS AROUND FENESTRATION AND DOOR FRAMES

JUNCTIONS BETWEEN WALLS AND FOUNDATIONS,

BETWEEN WALLS AT BUILDING CORNERS, BETWEEN

WALLS AND STRUCTURAL FLOORS OR ROOFS, AND

BETWEEN WALLS AND ROOF OR WALL PANELS

OPENING AT PENETRATIONS OF UTILITY SERVICES

THROUGH ROOFS, WALLS, AND FLOORS SITE-BUILT

FENESTRATION AND DOORS
BUILDING ASSEMBLIES AND/OR CA'-1TIES MAY NOT BE

USED AS DUCTS OR PLENUMS

JOINTS, SEAMS, AND PENETRATION OF VAPOR RETARDERS

ALL OTHER OPENINGS IN THE BUILDING ENVELOPE

ALL ELECTRICAL AND DATA JUNCTION BOXES IN DEMISING

WALLS SHALL INCLUDE FACEPLATES WITH FOAM GASKETS
A.

B.

C.

D.

E.

F.

G.

H.

INSULATION INSTALLATION NOTES
FIGURE 1 - COMPARTMENTALIZATION PLANS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE PROJECTS COMPLIANCE WITH TITLE 24 INSULATION AND AIR LEAKAGE REQUIREMENTS FIGURE 2 - ZONING CODE AREA

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH ZONING CODE AREA REQUIREMENTS OF THE 2020 LOS ANGELES MUNICIPAL ZONING CODE. CALCULATED PER THE REQUIREMENTS INDICATED IN DOCUMENT NO. P/BC 2002-02. INCLUDES AREA WITHIN EXTERIOR WALLS & COVERED EXTERIOR WALKWAYS. NOT INCLUDING STAIRWAYS, SHAFTS,

ROOM HOUSING BUILDING-OPERATING EQUIPMENT OR MACHINERY, PARKING AREAS FIGURE 3 - BUILDING CODE AREA

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH BUILDING CODE AREA REQUIREMENETS PER CBC 2022. CALCULATED PER THE REQUIREMENTS INDICATED IN 2022 CALIFORNIA BUILDING CODE & 2020 LOS ANGELES MUNICIPAL CODE. INCLUDES AREA WITHIN EXTERIOR WALLS, STAIRWAYS, AND COVERED EXTERIOR WALKWAYS. EXCLUDING VENTS, EQUIPMENT ROOMS, ELEVATOR SHAFTS, MECHANICAL SHAFTS.

BASEMENT
MAX DIAGONAL DISTANCE (m)
288' - 2 7/16"
EXIT
EXIT

MINIMUM DISTANCE BETWEEN EXITS
238' - 6"

DISTANCE BETWEEN EXITS
MINIMUM DISTANCE BETWEEN EXITS (d) = (m / 3) = 79' - 6" EXIT

SECOND FLOOR
MAX DIAGONAL DISTANCE (m)
236' - 9"

MINIMUM DISTANCE BETWEEN EXITS
169' - 7"

DISTANCE BETWEEN EXITS
MINIMUM DISTANCE BETWEEN EXITS (d) = (m / 3) = 78' - 10" EXIT
EXIT

FIFTH FLOOR
MAX DIAGONAL DISTANCE (m)
236' - 9"

MINIMUM DISTANCE BETWEEN EXITS
169' - 7"

DISTANCE BETWEEN EXITS
MINIMUM DISTANCE BETWEEN EXITS (d) = (m / 3) = 78' - 10" EXIT
EXIT
ELEV 2
ELEV 1

THIRD - FOURTH FLOOR
MAX DIAGONAL DISTANCE (m)
236' - 9"

MINIMUM DISTANCE BETWEEN EXITS
169' - 7"

DISTANCE BETWEEN EXITS
MINIMUM DISTANCE BETWEEN EXITS (d) = (m / 3) = 78' - 10" EXIT
EXIT

GROUND FLOOR BUILDING CODE FLOOR AREA
TOTAL SQUARE FOOTAGE = 18,935 SF
MAX DIAGONAL DISTANCE (m)
236' - 9"

MINIMUM DISTANCE BETWEEN EXITS
169' - 7"
EXIT
EXIT

BASEMENT
ENTRY POINT 1
149' - 0" H.L
EXIT
EXIT
ENTRY POINT 2
149' - 0" H.L

FIRE HOSE LENGTH
MAXIMUM FIRE HOSE LENGTH REQUIRED = 149'-0" < 150'-0"

BASEMENT
EXIT DISCHARGE 1
212' - 0" T.D.

EXIT
EXIT
EXIT DISCHARGE 2
144' - 0" T.D.

EXIT ACCESS TRAVEL DISTANCE
TRAVEL DISTANCE TO EXIT DISCHARGE = 212'-0" < 250'-0"

GROUND FLOOR FIRE HOSE LENGTH
MAXIMUM FIRE HOSE LENGTH REQUIRED = 149'-0" < 150'-0"
ENTRY POINT 1
140' - 0" H.L
ENTRY POINT 2
60' - 0" H.L
120' - 0" T.D
129' - 0" H.L
EXIT
EXIT
ENTRY POINT 3

GROUND FLOOR
EXIT DISCHARGE 1
160' - 0" T.D
EXIT DISCHARGE 2
EXIT
EXIT

EXIT ACCESS TRAVEL DISTANCE
TRAVEL DISTANCE TO EXIT DISCHARGE = 195'-0" < 250'-0"
65' - 0" T.D
60' - 0" T.D
165' - 0" T.D
151' - 0" T.D

FIFTH FLOOR EXIT ACCESS TRAVEL DISTANCE
TRAVEL DISTANCE TO EXIT DISCHARGE = 135'-0" < 250'-0"
EXIT
EXIT 161' - 0" T.D
125' - 0" T.D
108' - 0" T.D

SECOND FLOOR EXIT ACCESS TRAVEL DISTANCE
TRAVEL DISTANCE TO EXIT DISCHARGE = 135'-0" < 250'-0"
EXIT
EXIT 161' - 0" T.D
125' - 0" T.D
108' - 0" T.D

THIRD - FOURTH FLOOR EXIT ACCESS TRAVEL DISTANCE
TRAVEL DISTANCE TO EXIT DISCHARGE = 135'-0" < 250'-0"
EXIT
EXIT 161' - 0" T.D
125' - 0" T.D
108' - 0" T.D

FIFTH FLOOR FIRE HOSE LENGTH
MAXIMUM FIRE HOSE LENGTH REQUIRED = 106'-0" < 150'-0"
100' - 0" H.L EXIT
EXIT
106' - 0" H.L
85' - 0" H.L
90' - 0" H.L
ELEV 2
ELEV 1

SECOND FLOOR FIRE HOSE LENGTH
MAXIMUM FIRE HOSE LENGTH REQUIRED = 106'-0" < 150'-0"
100' - 0" H.L EXIT
EXIT
106' - 0" H.L
90' - 0" H.L

THIRD - FOURTH FLOOR FIRE HOSE LENGTH
MAXIMUM FIRE HOSE LENGTH REQUIRED = 106'-0" < 150'-0"
100' - 0" H.L EXIT
EXIT
106' - 0" H.L
55' - 0" H.L
90' - 0" H.L
ELEV 2
ELEV 1
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1" = 40'-0"
G3.23
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
G3.23
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
FIGURE 4 - DISTANCE BETWEEN EXITS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CBC SECTION 1007.1.1 / EXCEPTION 2, WHICH REQUIRE

THE DISTANCE BETWEEN EXITS NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.

FIGURE 5 - FIRE HOSE LENGTH

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH LAFD REQUIREMENTS FOR HOSE ACCESS. ASSUMING A 150' HOSE LENGTH, ACCESS FROM STANDPIPES TO THE MOST REMOTE OCCUPANT SHALL NOT EXCEED SAID HOSE LENGTH.

FIGURE 6 - EXIT ACCESS TRAVEL

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CBC SECTION 1017, WHICH REQUIRES THE PROJECT TO PROVIDE A MAXIMUM TRAVEL DISTANCE OF 250' FROM THE MOST REMOTE POINT OF OCCUPANCY TO THE NEAREST EXIT

BASEMENT
TYP.

R 37' - 6"

FIRE EXTINGUISHER DISTANCE
MAXIMUM DISTANCE BETWEEN EXTINGUISHERS = 75' - 0"

BASEMENT EXIT SIGNAGE DISTANCE
EXIT SIGN LOCATIONS (MAXIMUM DISTANCE = 100' - 0")
TYP.

R 50' - 0"
E
E E
E

BASEMENT ACCESSIBLE EGRESS ELEMENTS
EXIT
EXIT

GROUND FLOOR
TYP.

R 37' - 6"

FIRE EXTINGUISHER DISTANCE
MAXIMUM DISTANCE BETWEEN EXTINGUISHERS = 75' - 0"

GROUND FLOOR

EXIT ACCESS

ACCESSIBLE EGRESS ELEMENTS
EXIT
EXIT

EXIT ACCESS

GROUND FLOOR
TYP.

R 50' -
E E
0"
E
E E
E

EXIT SIGNAGE DISTANCE
EXIT SIGN LOCATIONS (MAXIMUM DISTANCE = 100' - 0")

SECOND FLOOR

EXIT ACCESS

ACCESSIBLE EGRESS ELEMENTS
EXIT
EXIT

EXIT ACCESS

SECOND FLOOR
TYP.

R 37' - 6"

FIRE EXTINGUISHER DISTANCE
MAXIMUM DISTANCE BETWEEN EXTINGUISHERS = 75' - 0"

SECOND FLOOR
TYP.

R 50' -
E E
0"
E
E E
E

EXIT SIGNAGE DISTANCE
EXIT SIGN LOCATIONS (MAXIMUM DISTANCE = 100' - 0")
ELEV 2
ELEV 1

THIRD - FOURTH FLOOR
TYP.

R 50' -
E E
0"
E
E E
E

EXIT SIGNAGE DISTANCE
EXIT SIGN LOCATIONS (MAXIMUM DISTANCE = 100' - 0")
ELEV 2
ELEV 1

THIRD - FOURTH FLOOR

EXIT ACCESS

ACCESSIBLE EGRESS ELEMENTS
EXIT
EXIT

EXIT ACCESS

THIRD - FOURTH FLOOR FIRE EXTINGUISHER DISTANCE
MAXIMUM DISTANCE BETWEEN EXTINGUISHERS = 75' - 0"
TYP.

R 37' - 6"

FIFTH FLOOR
TYP.

R 37' - 6"

FIRE EXTINGUISHER DISTANCE
MAXIMUM DISTANCE BETWEEN EXTINGUISHERS = 75' - 0"

FIFTH FLOOR
TYP.

R 50' -
E E
0"
E
E E
E

EXIT SIGNAGE DISTANCE
EXIT SIGN LOCATIONS (MAXIMUM DISTANCE = 100' - 0")
ELEV 2
ELEV 1

FIFTH FLOOR

EXIT ACCESS

ACCESSIBLE EGRESS ELEMENTS
EXIT
EXIT

EXIT ACCESS
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1" = 40'-0"
G3.24
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
G3.24
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
FIGURE 7 - FIRE EXTINGUISHERS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CALIFORNIA FIRE CODE SECTION 906.3, WHICH

REQUIRES TRAVEL DISTANCE TO EACH PORTABLE FIRE EXTINGUISHER NOT EXCEED 75'-0". LOCATIONS OF PORTABLE EXTINGHISERS ARE LOCATED IN RED, WITH 70' TRAVEL DISTANCE SHOWN COVERING ENTIRE EXIT ACCESS.

FIGURE 8 - EXIT SIGN LOCATIONS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CBC SECTION 1013.1, WHICH REQUIRES THE PROJECT TO EXIT SIGNAGE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL, WITH A VISUAL DISTANCE < 100'-0".

FIGURE 9 - ACCESSIBLE EGRESS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CBC SECTION 1009.2, WHICH REQUIRES THE PROJECT TO PROVIDE CONTINUITY OF ACCESSIBLE EGRESS ELEMENTS. SEE BELOW FOR CODE SECTION VERBIAGE AND WHICH ELEMENTS THE PROJECT IS PROVIDING:

INTERIOR EXIT STAIR #2
COMPLYING WITH SECTIONS 1009.3 AND 1023, AND CHAPTER
11A, SECTION 1123A, OR CHAPTER 11B, SECTIONS 11B-210
AND 11B-504, AS APPLICABLE. LOWEST LEVEL OF
DISCHARGE AT 2ND FLOOR. SEE DIAGRAMS BELOW FOR

MORE INFORMATION

ACCESSIBLE ROUTE / EXIT ACCESS
EGRESS BALCONY COMPLYING WITH CHAPTER 11A,
SECTIONS 1110A.1 AND 1120A, OR CHAPTER 11B, SECTIONS
11B-206 AND 11B-402, AS APPLICABLE.

CONNECTED TO INTERIOR EXIT STAIR #2 AND #3

1. 2.

FIGURE 10 - KEYNOTES

BASEMENT STC WALL LOCATIONS

GROUND FLOOR STC WALL LOCATIONS

SECOND FLOOR STC WALL LOCATIONS

THIRD - FOURTH FLOOR STC WALL LOCATIONS

FIFTH FLOOR STC WALL LOCATIONS

BASEMENT OCCUPANCY DIAGRAM
S-2

GROUND FLOOR OCCUPANCY DIAGRAM

SECOND FLOOR OCCUPANCY DIAGRAM

THIRD - FOURTH FLOOR OCCUPANCY DIAGRAM

FIFTH FLOOR OCCUPANCY DIAGRAM

SOLAR ZONE A
3,020 SF

SOLAR ZONE B
2,485 SF SOLAR ZONE C
1,090 SF

ROOF PLAN SOLAR ZONE DIAGRAM
TOTAL SQUARE FOOTAGE = 6,595 SF

GROUND FLOOR BIKE STORAGE DISTANCE FROM ENTRANCES
MAXIMUM TRAVEL DISTANCE = 143'-0" < 200'-0"
ENTRY POINT 1
143' - 0" T.D.
3-HOUR SEP.

TYPE III-A TYPE III-A

TYPE I-A
COURTYARD #1
1,990 SF

ROOF PLAN OPEN SPACE DIAGRAM
TOTAL SQUARE FOOTAGE = 11,730 SF
ROOF PATIO #1
1,445 SF COURTYARD #2
1,030 SF
ROOF
PATIO #2
700 SF

REAR YARD
6,565 SF
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1" = 40'-0"
G3.25
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
G3.25
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
FIGURE 7 - STC WALL LOCATIONS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH CBC 2022 SECTION 1206 AND 1206.2, REQUIRING THE PROJECT TO PROVIDE STC 50 WALLS AT ALL SEPARATIONS BETWEEN DWELLING UNITS AND THE PUBLIC. REFER TO A5.21 FOR WALL TYPES.

FIGURE 8 - OCCUPANCY DIAGRAMS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO GRAPHICALLY ILLUSTRATE BUILDING OCCUPANCIES AND ADJANCIES. SEE G3.01 FOR A MORE DETAILED BREAKDOWN AND DEMONSTRATION OF COMPLIANCE WITH 2022 CBC CHAPTER 3, FIGURE 9 - SOLAR ZONE DIAGRAM
THE DIAGRAM BELOW IS INTENDED TO DEMONSTRATE COMPLIANCE WITH 2022 CCGBC SECTION 15.02.150, AND 2022 CCR TITLE 24 SECTION 110.10, WHICH REQUIRES 15% OF THE BUILDING ROOF AREA BE DESIGNATED A SOLAR ZONE. THIS AREA SHALL BE SOLAR READY, WITH DESIGN OF SAID SOLAR PANEL SYSTEM TO BE DESIGN-BUILD.

INTERIOR EXIT STAIR #2
COMPLYING WITH SECTIONS 1009.3 AND 1023, AND CHAPTER
11A, SECTION 1123A, OR CHAPTER 11B, SECTIONS 11B-210
AND 11B-504, AS APPLICABLE. LOWEST LEVEL OF
DISCHARGE AT 2ND FLOOR. SEE DIAGRAMS BELOW FOR

MORE INFORMATION

ACCESSIBLE ROUTE / EXIT ACCESS
EGRESS BALCONY COMPLYING WITH CHAPTER 11A,
SECTIONS 1110A.1 AND 1120A, OR CHAPTER 11B, SECTIONS
11B-206 AND 11B-402, AS APPLICABLE.

CONNECTED TO INTERIOR EXIT STAIR #2 AND #3

1. 2.

FIGURE 10 - KEYNOTES
FIGURE 10 - BICYCLE STORAGE LOCATION

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH LAMC 12.21 A16.E.2.IV.B.1, WHICH REQUIRES THE PROJECT TO PROVIDE BIKE STORAGE LOCATIONS LESS THAN 200' AWAY FROM PUBLIC ENTRY POINTS
FIGURE 11 - CONSTRUCTION TYPE

THIS DIAGRAM IS PREPARED TO GRAPHICALLY ILLUSTRATE
THE PROJECT'S CONSTRUCTION TYPES PER 2022 CBC CHAP. 6.

FIGURE 12 - OPEN SPACE DIAGRAM

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH OPEN SPACE REQUIREMENTS PER CCMC 12.400.065, SECTION G.3, WHICH REQUIRES 25

SF OF COMMON AND/OR PRIVATE OPEN SPACE PER UNIT WITH ONE OR MORE BEDROOMS. SEE BELOW FOR EXTERIOR SPACES SHADED IN ORANGE, ALL OPEN TO SKY.

ROOF PLAN FRONTAGE INCREASE DIAGRAM
TOTAL BUILDING PERIMETER (P) = 589 SF
TOTAL FRONTAGE PERIMETER (F) = 411 LF

ROSEMEADE AVE

REAR YARD
ROOF PLAN MUDSLIDE RETENTION ZONE DIAGRAM 8' - 0" 8' - 0" 1 2 3 4
48' - 6"
H = HEIGHT OF SLOPE
TRANSVERSE SECTION DIAGRAM 1 MUDSLIDE RETENTION ZONE DIAGRAM S
4 L
4 O
.52%
PE
RETENTION ZONE = H/5 = 9.7' CLR.
15' - 0"
[No Slope]
48' - 0"
SLOPE
H = HEIGHT OF SLOPE
TRANSVERSE SECTION DIAGRAM 2 MUDSLIDE RETENTION ZONE DIAGRAM RETENTION ZONE = H/5 = 9.6' CLR.
13' - 0"
54' - 0"
H = HEIGHT OF SLOPE
TRANSVERSE SECTION DIAGRAM 3 MUDSLIDE RETENTION ZONE DIAGRAM 5 SL
5 O
.43%
PE
14' - 0"
RETENTION ZONE = H/5 = 10.8' CLR.
41' - 6"
SLOPE
H = HEIGHT OF SLOPE
TRANSVERSE SECTION DIAGRAM 4 MUDSLIDE RETENTION ZONE DIAGRAM

55.83%
RETENTION ZONE = H/5 = 8.3' CLR.
15' - 0"

SITE ROOF PLAN

BUILDING HEIGHT DIAGRAM
820.08

GRADE PLANE - NW
775.80

GRADE PLANE - SW

GRADE PLANE - NE
749.93

GRADE PLANE - SE
795.25

ROOF PLANE
815.04

BUILDING B ROOF
5-STORY TYPE III-A STRUCTURE

BUILDING A ROOF
3-STORY TYPE V-A STRUCTURE
T.O. ROOF

ROOF PLAN FRONTAGE INCREASE DIAGRAM
TOTAL BUILDING PERIMETER (P) = 589 SF
TOTAL FRONTAGE PERIMETER (F) = 411 LF

ROSEMEADE AVE

REAR YARD
15' - 0"
10' F.S.D.
25' F.S.D.
10' - 0" F.S.D.
5' - 0" F.S.D.

F.S.D.
10' - 0"
1ST: 863 SF x 45%
160.60 SF/ 388.35 SF

PROVIDED ALLOWED
2ND: 763 SF x 45%
175.14 SF/ 343.35 SF

PROVIDED ALLOWED
3RD: 763 SF x 45%
175.14 SF/ 343.35 SF

PROVIDED ALLOWED
4TH: 763 SF x 45%
175.14 SF/ 343.35 SF

PROVIDED ALLOWED
5TH: 635 SF x 45%
191.32 SF/ 285.75 SF

PROVIDED ALLOWED
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
G3.26
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - CODE ANALYSIS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
G3.26
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
FIGURE 12 - FRONTAGE INCREASE ANALYSIS
THE DIAGRAM BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2022 CBC SECTION 506.3, ALLOWING AN INCREASE IN BUILDING AREA DUE TO LARGE FRONTAGE BEING PROVIDED ALONG SEPULVEDA BOULEVARD. REFER TO BBG3.01 FOR AREA CALCULATIONS. ALSO SEE KEYNOTES FOR FIGURE 12. 506.3 Frontage increase
Every building shall adjoin or have access to a public way to receive an area factor increase based on frontage.

Area factor increase shall be determined in accordance with Sections 506.3.1 through 506.3.3. 506.3.1 Minimum percentage of perimeter
To qualify for an area factor increase based on frontage, a building shall have not less than 25 percent of its perimeter on a public way or open space. Such open space shall be either on the same lot or dedicated for public use and shall be accessed from a street or approved fire lane.
506.3.2 Minimum frontage distance
To qualify for an area factor increase based on frontage, the public way or open space adjacent to the building perimeter shall have a minimum distance (W) of 20 feet (6096 mm) measured at right angles from the building face to any of the following:

1. The closest interior lot line.

2. The entire width of a street, alley or public way.

3. The exterior face of an adjacent building on the same property.

The frontage increase shall be based on the smallest public way or open space that is 20 feet (6096 mm) or greater, and the percentage of building perimeter having a minimum 20 feet (6096 mm) public way or open space. 506.3.3 Amount of increase
The area factor increase based on frontage shall be determined in accordance with Table 506.3.3.

EQUATION 5.4
EQUATION 5.5 If = [F/P - 0.25]W/30
W = (L1 x W1 + L2 x W2 + L3 x W3...) / F
W = (Width: weighted average) = Calculated width of public way or open space (feet).

Ln = Length of a portion of the exterior perimeter wall.

Wn = Width (≥ 20 feet) of a public way or open space associated with that portion of the exterior perimeter wall.

F = Building perimeter that fronts on a public way or open space having a width of 20 feet (6096 mm) or more.

If = Area factor increase due to frontage.

F = Building perimeter that fronts on a public way or open space having minimum distance of 20 feet (6096 mm).

P = Perimeter of entire building (feet).

W = Width of public way or open space (feet) in accordance with Section 506.3.2.

FRONTAGE INCREASE / ALLOWABLE AREA CALCULATION
W = 76' - 0"
W = 76.00 ft
Calculated width of Public Way (Section 506.3.2)
= [209.00/5899.00]
= 0.354 (OR 35%)
Calculated Percentage of Building Perimeter (Section 506.3.3) EQUATION 5.3 Aa = [At + (NS x If)]
Aa = Allowable area (square feet).

At = Tabular allowable area factor (NS, S13R or SM value, as applicable) in accordance with Table 506.2.

NS = Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building If = Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3.

Aa = [24,000 + (24,000 x .25)]
Aa = 30,000 SF (Type III-A / R-2 Occupancy)
Calculated allowable area per equation 5.3 (Section 506.2.4)

PERCENTAGE OF

BUILDING

PERIMETER
OPEN SPACE (feet)
0 to less
than 20
20 to less
than 25
25 to less
than 30
30 or
greater
0 to less than 25
25 to less than 50
50 to less than 75
75 to 100
0 0
0 0
0 0 0

0.17 0.21 0.25

0.33 0.42 0.50

0.50 0.63 0.75
= 0.25 (25 to 50 percentage / greater than 30' width)
Calculated Amount of Increase (Section 506.3.3)

FRONTAGE INCREASE / ALLOWABLE AREA CALCULATION
W = 76' - 0"
W = 76.00 ft
Calculated width of Public Way (Section 506.3.2)
= [411.00/589.00]
= 0.697 (OR 70%)
Calculated Percentage of Building Perimeter (Section 506.3.3) Aa = [24,000 + (24,000 x .50)]
Aa = 36,000 SF (Type III-A / R-2 Occupancy)
Calculated allowable area per equation 5.3 (Section 506.2.4) = 0.50 (50 to 75 percentage / greater than 30'-0' width) Calculated Amount of Increase (Section 506.3.3)
Aa = [85,500 + (85,500 x .50)]
Aa = 128,250 SF (Type III-A / B Occupancy)
Aa = [117,000 + (117,000 x .50)]
Aa = 175,500 SF (Type III-A / S-2 Occupancy)
FIGURE 13 - HILLSIDE RETENTION ZONE ANALYSIS
THE DIAGRAM BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH 2025 CBC APPENDIX J, DIAGRAM J108.1, WHICH REQUIRES CUT AND FILL SLOPES TO

BE SETBACK FROM THE BUILDING FOR PURPOSES OF MUDSLIDE RETENTION FIGURE 14 - BUILDING HEIGHT ANALYSIS

THE SERIES OF DIAGRAMS BELOW ARE PREPARED TO ILLUSTRATE COMPLIANCE WITH PASADENA CITY'S ZONING HEIGHT REQUIREMENTS. SEE VALUES ON TITLEBLOCK FOR CALCUALTED BUILDING HEIGHTS BASED OF VALUES PRESENTED BELOW A. GRADE AT NE CORNER OF LOT = 795.25'
B. GRADE AT SE CORNER OF LOT = 749.93'
C. GRADE AT SW CORNER OF LOT = 775.08'
D. GRADE AT NW CORNER OF LOT = 820.08'
GRADE PLANE (A+B+C+D) / 4 = 785.09'
GRADE PLANE DETERMINATION:

HEIGHT CALCULATIONS (FIGURE 14):

CALCULATED HEIGHT / ELEVATION VALUES
HEIGHT AT PARAPET = 815.96'
HEIGHT AT ROOF PLANE = 815.04'
NEAREST ADJACENT EXISTING GRADE = 749.93'

CALCULATED BUILDING HEIGHT (BUILDING CODE)
= HEIGHT AT ROOF PLANE - GRADE PLANE
= 815.04 - 785.09' = 29.96'

CALCULATED BUILDING HEIGHT (ZONING CODE)
= HEIGHT AT PARAPET - LOWEST ADJ. GRADE
= 815.96' - 749.93' = 66.03' / 60' - 1"
1" = 30'-0"
1 FIRE SEPARATION - PLAN
1/16" = 1'-0"
2A ELEVATION - NORTH
1/16" = 1'-0"
2B ELEVATION - SOUTH

THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND

IS INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION

COAT HOOK

SANITARY NAPKIN

SOAP DISPENSER

TOILET SEAT COVER DISPENSER

TOWEL DISPENSER AND TRASH BIN
40"

FINISH FLOOR LEVEL

HIGHEST OPERABLE
PART @ 40" AFF (MAX.)
48"

GENERAL NOTE

ALL OPERABLE PARTS FOR

TOILET ACCESSORIES SHALL
COMPLY WITH 2022 CBC-309.4
T.O. OPERABLE PARTS
T.O. OPERABLE PARTS
27" MAX AFF
BOTTOM OF UNIT 27" MAX A.F.F. IF UNIT
PROTRUDES MORE THAN 4" FROM WALL
8" MIN. - KNEE CLEARANCE 6" MAX. - TOE CLEARANCE
17" MIN.
9" MIN.
27" MIN.
29" MIN.
34" MAX.
40"
GENERAL NOTE:
*DIMENSIONS VARY ACCORDING TO
FIGURE 11B-604.8.1.4 AND FIGURE
11B-306.3 FOR ELEMENTARY AND
KINDERGARTEN USES.
**REQUIRED CLEAR DIMENSION
FOR ACCESSIBLE SINKS.

OPERATIONS AND CONTROLS NOTE:

FAUCET CONTROLS AND OPERATING MECHANISMS

SHALL BE OPERABLE WITH ONE HAND AND SHALL

NOT REQUIRE TIGHT GRASPING, PINCHING, OR
TWISTING OF THE WRIST. THE FORCE REQUIRED TO

ACTIVATE CONTROLS SHALL BE NOT GREATER THAN
5 LBF. LEVER-OPERATED, PUSH-TYPE, AND

ELECTRONICALLY CONTROLLED MECHANISMS ARE
EXAMPLES OF ACCEPTABLE DESIGNS.

PLUMBING LINE NOTE:

ALL HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE

LAVATORIES SHALL BE INSULATED (IN UNITS) OR
OTHERWISE COVERED (IN COMMUNITY BATHROOM).

THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS
OR SURFACES UNDER LAVATORIES.

TO B.O. OF REFLECTING SURFACE OF MIRROR

GRAB BAR
36" MIN.
12" MIN.
15" MIN (HOUSING)
17" - 19"
24".
17" - 18"
33" - 36" TYP.

FLUSH CONTROL
40" A.F.F.
17" - 19"
19" MIN. A.F.F.
7 - 9"
MAX.
12"

GRAB BAR
42" MIN.
54" MIN.
40" MAX A.F.F.

TO HIGHEST OPERABLE PART
36" GRAB BAR
FLUSH CONTROL @ 40" AFF
(MAX) W/ LEVER ON WIDE SIDE
24" MIN.
33" MIN. - 36" MAX.

MEASURED TO T.O.GRIPPING SURFACE
15" MIN. HOUSING

TO PAPER OUTLET
40" A.F.F.
1 1/2" 1 1/2"
1 1/2" NOMINAL
SCHEDULE 40 PIPE
3 1/2" DIA. BRACKET
2 x 12 BLOCKING
3/4" PLYWOOD
2 x STUD @ 16" O.C.

GENERAL NOTE:

LET - IN BLOCKING W / 4 -
16d NAILS ANGLED IN
ALT. DIRECTIONS EACH

SIDE OF MULTIPLE GRAB
- BAR LOCATIONS
8" MIN.
8" MIN.
16" MIN.
:

1. PROVIDE PLYWOOD AT FIBERGLASS
ENCLOSURE. VERIFY THICKNESS

WHERE FLAT WALL OCCURS SHEATH
ENTIRE WALL W/ 3/4" PLYWOOD

1. 2.

3. 4.

UNISEX SANITARY FACILITIES SHALL BE
IDENTIFIED BY A CIRCLE 1/4" THICK, 12" IN
DIAMETER, WITH A 1/4" THICK TRIANGLE

SUPERIMPOSED ON THE CIRCLE AND WITHIN
THE 12" DIAMETER. THE VERTICES OF THE
TRIANGLE SHALL BE LOCATED ¼ INCH (6.4 MM)
MAXIMUM FROM THE EDGE OF THE CIRCLE.
(11B-703.7.2.6.3 )
CENTER SIGNS ON THE DOOR @ 58"-60" A.F.F.

SIGNS SHALL BE DISTINCTLY DIFFERENT.

GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS

ON SANITARY FACILITIES DOORS SHALL BE

CENTERED ON THE DOOR THEIR COLOR

CONTRAST SHALL BE DISTINCTLY DIFFERENT

FROM THE COLOR AND CONTRAST
OF THE DOOR. (11B-703.7.2.6.3)
1' - 0"
GENERAL NOTES:

RESTROOM
NOTE: PERMANENT SIGNAGE TO BE INSTALLED ON

THE WALL ADJACENT TO THE LATCH SIDE OF THE
DOOR. MOUNTING ADJACENT TO THE LATCH SIDE
OF THE DOOR. MOUNTING LOCATION MUST ALLOW

A PERSON TO APPROACH WITHOUT

ENCOUNTERING PROTRUDING OBLECTS OR
STANDING WITHIN THE SWING PATH OF THE DOOR.

REFER TO 9/A10.01 FOR MORE INFORMATION.

LITERARY BRAILLE STANDARD DIMENSIONS:

DOT DIAMETER

INTER-DOT SPACING

HORIZONTAL SEPARATION

BETWEEN CALLS

HORIZONTAL SEPARATION

BETWEEN CALLS

CORRESPONDING

GRADE II BRAILLE

LETTERS AND NUMERAL SHALL BE RAISED
1/32", UPPER CASE, SAN SERIF TYPE AND

SHALL BE ACCOMPANIED WITH GRADE II
BRAILLE. RAISED CHARACTERS SHALL BE AT
LEAST 5/8' HIGH, BUT NO HIGHER THAN 2"
60" A.F.F. MAX
48" A.F.F. MIN.
.059 INCHES
.090 INCHES
.241 INCHES
.395 INCHES
0' - 6 3/8" 1/2"

FINISH FLOOR LEVEL

PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO

APPROACH WITHOUT ENCOUNTERING PROTRUDING OBLECTS OR
STANDING WITHIN THE SWING PATH OF THE DOOR.

LETTERING RAISED 1/32"

CORRESPONDING

GRADE II BRAILLE
234
'X' 234
LETTERS AND NUMERAL SHALL BE RAISED 1/32",

UPPER CASE, SAN SERIF TYPE AND SHALL BE
ACCOMPANIED WITH GRADE II BRAILLE. RAISED
CHARACTERS SHALL BE AT LEAST 5/8' HIGH, BUT
NO HIGHER THAN 2"
LITERARY BRAILLE STANDARD DIMENSIONS:

DOT DIAMETER

INTER-DOT SPACING

HORIZONTAL SEPARATION

BETWEEN CALLS

HORIZONTAL SEPARATION

BETWEEN CALLS
.059 INCHES
.090 INCHES
.241 INCHES
.395 INCHES
F.F. F.F. 60" MAX
48 MIN
9" MIN
ASSISTIVELISTENING SYSTEMS

AVAILABLE

RESTROOM
0' - 7"
0' - 10"
0' - 7"
0' - 10"
NOTE:

A SIGN SHALL BE POSTED IN A PROMINENT PLACE INDICATING THE AVAILABILITY OF ASSISTIVE LISTENING DEVICES. THE SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS AND WORDING THAT STATES "ASSISTIVE-LISTENING SYSTEM AVAILABLE." THE MINIMUM NUMBER OF RECEIVERS TO BE PROVIDED SHALL BE EQUAL TO 4% OF THE TOTAL NUMBER OF SEATS, BUT IN NO CASE LESS THAN 2.

TYPES OF ASSISTIVE-LISTENING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, AUDIOINDUCTION LOOPS, RADIO FREQUENCY SYSTEMS (AM OR FM) AND INFRARED TRANSMISSIONS.

IF PORTABLE ASSISTIVE-LISTENING DEVICES ARE USED FOR THE CONFERENCE OR MEETING ROOMS, THE SYSTEM MAY SERVE MORE THAN ONE ROOM. A SIGN SHALL BE PROVIDED PROVIDING INFORMATION IN WHICH ROOM THE PORTABLE DEVICES CAN BE ACCESSED.

LISTENING DEVICES WILL BE MADE AVAILABLE IN THE BOX OFFICE.

THE SIGNS WILL BE LOCATED ON THE FIRST FLOOR IN LIGHT LOCK ROOM 107 & LIGHT LOCK ROOM 120 AND IN THE SECOND FLOOR CLASSROOM 212 & CLASSROOM 213.

1. CHARACTER SHALL HAVE A WIDTH - TO - HEIGHT RATIO BETWEEN 3:5 AND 1:1

2. CHARACTERS SHALL HAVE A STROKE - WIDTH - TO - HEIGHT RATIO BETWEEN 1:5 TO .1:10.

3. CHARACTERS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE READ.

4. CHARACTERS AND BACKGROUD SHALL BE EGGSHEEL, MATTE, OR OTHER NON-GLARE FINISH.

5. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT ON DARK OR DARK ON LIGHT.

ACCESSIBLE
B1
EXIT UP TO LEVEL 1

NORTH STAIR

NO ROOF ACCESS

BACKGROUND COLOR SHALL

CONTRAST WITH WALL COLOR
CLEAR ACRYLIC PLASTIC.
(TYP.)

OPAQUE WHITE ACRYLIC
PLASTIC BACKING. (TYP.)

PAINT BACKROUND ON INTERIOR
FACE OF CLEAR OF CLR. PLASTIC.
(TYP.)
RADIUS CORNERS, TYP.

STORY OF AND DIRECTION

TO THE EXIT DISCHARGE
1-1/4" HIGH WITH 1/4" STROKE
5" HIGH WITH 3/4" STROKE
1-1/4" HIGH WITH 1/4" STROKE
NOTE:

1. ATTACH SIGNS USING (4) COUNTERSUNK (4) AND ADHESIVE. SIGN SHALL BE MTD. 60" ABOVE F.F.L IF WALL MOUNTED, 80" ABOVE F.F.L IF POST MOUNTED.

2. DIRECTIONAL SIGNAGE. WAY FINDING FOR PERSONS WITH DISABILITIES TO VERTICAL TRANSPORTATION.
60" IF WALL MOUNTED
80" IF POST MOUNTED
1" MAX. 2" MIN - 4" MAX.
*
*
NOTE:

EXTERIOR STAIRS: ALL TREADS ARE TO HAVE WARNING STRIPS PER CBC 11B-504.4 STRIPING FOR THE VISUALLY IMPAIRED.

THE UPPER APPROACH AND THE LOWER TREAD OF EACH STAIR

SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2 INCHES WIDE PLACED PARALLEL TO AND (NOT MORE THAN 1 INCH FROM) THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 34" TO 38" 1 - 1/4" MAX. NOSING
12" MIN.
11" MIN.

TREAD WIDTH
34" TO 38"
34" TO 38"
RISER
7" MAX.

WIDTH MIN.
12" PLUS TREAD
GENERAL NOTE:

HANDRAILS SHALL BE AT A

CONSISTENT HEIGHT ABOVE

STAIR NOSINGS, AND
WALKING SURFACES. (TYP.)
4".
1 1/2"
3"
1/4" THICK x 1 5/8" GALVANIZED

STEEL PLATE ANCHORED TO
SOLID BLOCKING W/ 3/8" ALLEN

HEAD SCREWS
1 1/2" DIA. GALVANIZED
STEEL PIPE, WELD CONT.

TO 1/2" THICK 1 5/8"

GALVANIZED STEEL PLATE
PROVIDE PLATE 2" x 1/2"
x 1/2" BUILD INTO

GROUTED AND

REINFORCED CELL
1 1/2" MIN.
(ABOVE GRIPPING SURFACE)
12" SMOOTH STUCCO
MIN. 12" OF ACRYLIC

STUCCO PROVIDED

AT THE HANDRAIL
1 1/2" MIN.

STUCCO
4" SMOOTH
EXIT
ROUTE
COMPLY WITH CBC SECTION 11B-216.4, 11B- 703.1, 11B-703.2, 11B-703.3 AND 11B-703.5 REQUIREMENTS. 0' - 1" 0' - 1" 0' - 6"
0' - 6"
0' - 0 3/8"
EQ. EQ.
0' - 1"
EXIT
0' - 6"
0' - 6"
EQ. EQ.
0' - 0 3/8"
CHARACTERS ARE RAISED 1/32"

CORRESPONDING

GRADE II BRAILLE

CALIFORNIA
GRADE 2 RAISED

DOME DOTES
NOTES:

Tactile exit signs shall be required at the following locations:

1. Each grade-level exterior exit door shall be identified by a tactile exit sign with the word, "EXIT."

2. Each exit door that leads directly to a grade-level exterior exit by means of an exit enclosure that does not utilize a stair or ramp, or an exit passageway shall be identified by a tactile exit sign with the words, "EXIT ROUTE."

3. Each exit access door from an interior room or area that is required to have a visual exit sign, shall be identified by a tactile exit sign with the words, "EXIT ROUTE."

4. Each exit door through a horizontal exit shall be identified by a tactile exit sign with the words, "TO EXIT".

F.F
60" MAX
48" MIN
70 SQ IN.

ACCESSIBILITY SIGN

WHEEL STOP

LOADING AND

UNLOADING ACCESS

BORDER PAINTED BLUE
STRIPES AT 36"

MAXIMUM ON CENTER

PAINTED A COLOR

CONTRASTING WITH

THE PARKING SURFACE,

PREFERABLY BLUE OR
WHITE

TYPICAL PAVEMENT
SYMBOL

DIMENSION TO

CENTERLINE OF
STRIPE

WITHIN THE LOADING &

UNLOADING ACCESS AISLE
PAINT THE WORDS "NO
PARKING" IN 12" HIGH MINIMUM

WHITE LETTERS
18' - 0"
9' - 0" MIN. .
5'-0" MINIMUM AT TYPICAL

ACCESSIBLE PARKING STALL
8'-0" MINIMUM AT VAN

ACCESSIBLE PARKING STALL
NO

PARKING
36" MIN.

NOTE:

PARKING & AISLE SHALL SLOPE AT NO
MORE THAN 2% IN ANY DIRECTION
5 1/2"
7 1/2"

PRECAST CONCRETE WHEEL STOP

SECTION PRECAST CONCRETE WHEEL STOP
PLAN
4' - 0" SINGLE SPACE
6' - 0" DOUBLE SPACE

ELEVATION
5 1/2"
AFFIX TO CONC. DECK

WITH ANCHOR BOLTS

RESERVED

WHITE COLOR

DARK BLUE BACKGROUND
REQUIREMENTS:

1. 2.

3. 10"
7"
SIGN SHALL NOT BE SMALLER THAN 70 SQ. IN.

LOCATE SIGN AT A MIN. HT. OF 80 IN. FROM
BOTTOM OF SIGN TO GRADE.

SIGN MAY ALSO BE CENTERED AT WALL AT
THE INT. END OF STALL AT A MIN. HT. OF 60"
FROM PARKING FINISH GRADE.

WHITE SYMBOL OF
ACCESSIBILITY TO BE 36"
HIGH x 36" WIDE ON A BLUE

BACKGROUND (CBC
11B-703.7.2.1)
NOTE:

EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS

VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A
VEHICLE IS PROPERLY PARKED IN THE SPACE. (CENTER

AT ENTRANCE TO STALL RECOMMENDED)
REQUIREMENTS:

1. SIGN SHALL BE PAINTED ON THE GROUND WITHIN LOADING OR UNLOADING AISLES.

2. SIGN SHALL BE PAINTED IN WHITE LETTERS NOT LESS THAN 12" HIGH.

3. SIGN SHALL BE LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. 12" MIN. 8" 12" MIN.

NO

PARKING
3/8" = 1'-0"
1 TOILET ACCESSORY LOCATIONS
3/8" = 1'-0"
2 KNEE SPACE CLEARANCE
3/4" = 1'-0"
3 TOILET & ACCESSORIES - FRONT ELEV.
3/4" = 1'-0"
4 TOILET & ACCESSORIES - SIDE ELEV.
6" = 1'-0"
6 GRAB BAR DETAIL - TYP SECTION
1 1/2" = 1'-0"
5 GRAB BAR REINFORCING - AXON DET.
3" = 1'-0"
8 ADA TOILET SIGN (UNISEX)
3" = 1'-0"
9 ADA TOILET WALL SIGNAGE (UNISEX)
1 1/2" = 1'-0"
11 SINAGE FOR PERMANENT SPACES
3" = 1'-0"
15 ACCESSIBLITY SIGNAGE - ELEVATION
1 1/2" = 1'-0"
19 ADA DIRECTIONAL SIGNAGE - ELEV.
1 1/2" = 1'-0"
12 STAIRWAY SIGNAGE
3" = 1'-0"
16 EXTERIOR STAIR - TYP. AXON DETAIL
3" = 1'-0"
17 HANDRAIL - TYPICAL AXON DETAIL
3" = 1'-0"
18 TACTILE EXITSIGNAGE - ELEVATION
3/16" = 1'-0"
13 ACCESSIBLE PARKING STALL
1" = 1'-0"
14 CONCRETE WHEEL CURB
3" = 1'-0"
10 ADA ACCESSIBLE SIGN AT STALL
1" = 1'-0"
20 INTERNATIONAL ACCESSIBILTY DETAIL
1 1/2" = 1'-0"
7 NO PARKING SIGN

1. ALL ALARMS, EXIT SIGNS, AND SIGNAGE SHALL

COMPLY WITH PROTRUDING OBJECTS SECTION
11B-307.2. VERIFICATION OF COMPLIANCE SHALL BE

COMPLETED DURING SUBMITTAL REVIEW PROCESS
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
G4.50
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

SITE AND ACCESSIBILITY DETAILS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
G4.50
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1 Revision 1 mm/dd/yyyy
42" MIN. 36" MIN. 51" MIN. 54" MIN. 51" MIN. 54" MIN.
80" MIN. 68" MIN.
* * *
*
*ALTERNATE LOCATION OF PANEL

WITH SIDE -OPENING DOOR
*ALTERNATE LOCATION OF PANEL

WITH CENTER-OPENING DOOR
(a) SIDE OPENING DOOR (b) CENTER OPENING DOOR

CALL BUTTON
42"
5"
29"
60"
72" MIN.

FLOOR LANDING

NUMBER ON BOTH SIDES

OF DOOR JAMB

HALL LANTERN
A
B

THE AUTOMATIC DOOR REOPENING

DEVICE IS ACTICATED IF AN OBJECT

PASSES THROUGH EITHER LINE A
OR LINE B. LINE A AND LINE B

REPRESENT THE VERTICAL

LOCATION OF THE DOOR

REOPENING DEVIC E NOT
REQUIRING CONTACT.
★ 1
2" MIN

GENERAL NOTE

MAX FORCE TO OPERATE DOOR LIMITED
TO 15-LBS PER SECTION 1010.1.3.
5/8" MIN. NUMERAL
HEIGHT
5 6
4 2
B
3 1
S
Z
E
OPEN
ALARM
CLOSE
STOP
3/4" MIN.

BUTTON DIA.
3/8" MIN.

SEPARATION

PLACE STAR

ON LEFT SIDE

OF MAIN EXIT
FLOOR
NUMBER
DOOR OPEN DOOR CLOSE 35" MIN. ABV. FLR.

EMERGENC

Y ALARM

EMERGENCY STOP
(OCTAGONAL SYMBOL

SHALL BE RAISED BUT

THE 'X' IS NOT)
(a) ELEVATOR CONTROL

PANEL DETAIL

CONTROL PANEL
SEE (a)
35" MIN.

RAIL
1-1/2" MIN.
32".
(b) MAXIMUM INSTALLATION

HEIGHTS ABOVE CAB FLOOR
5 1
0 2
3 4
5 6
7 8
9 10
11 12
13 6 8 10 12 14 16 18

T TIME IN SECONDS

D DISTANCE IN FEET

UNACCEPTABLE

ACCEPTABLE
48" MAX.
2x6 WOOD

STUD FRAMING
FIRE

EXTINGUISHER

CABINET
FIRE

EXTINGUISHER

EXTERIOR WOOD

STUD WALL PER
PLANS
48" MAX. TYP.
3".

TYPE X G.W.B.
1/2" PLYWOOD

EXTERIOR WOOD

STUD WALL PER
PLANS

WOOD STUD

BLOCKING
1" THICK INSULATION
(MATCH R-VALUE OF

WALL INSULATION)
WRAP TYPE X G.W.B.

AROUND CABINET TO
MAINTAIN 1-HOUR
ASSEMBLY RATING.

FOR 2-HOUR WALLS

USE DOUBLE LAYER
OF G.W.B.

SURFACE MOUNTED

ADA COMPLIANT FIRE

EXTINGUISHER
CABINET. SEE A10.13

FOR CUT SHEET
4" MAX.

WALL PER PLAN

SEMI RECESSED SURFACE MOUNTED
1 2

SECTION
A

CONCRETE

FOOTING

STEEL POST

METAL SIGN
PLAN
A

LETTERING SHALL
NOT BE LESS THAN 1
INCH IN HEIGHT.

NOTES:

VAN ACCESSIBLE

PARKING SPACES

SHALL HAVE AN

ADDITIONAL SIGN
STATING "VAN
ACCESSIBLE" MOUNTED

BELOW THE SYMBOL OF
ACCESSIBILITY. 18"
12"
3 3 BOTTOM OF SIGN SHALL BE 80"
MIN. FROM GROUND AND
COMPLY WITH 11B-306.3
A
1 2
3 THE ADDITIONAL "TOWAWAY" SIGN SHALL BE 17"
MIN X 22" MIN.

LETTERS SHALL HAVE A
MINIMUM HEIGHT OF 1"

TOWING COMPANY'S

NAME AND TELEPHONE
NO.S MUST BE PROVIDED
ON SIGN.
1-1/2"
1"
1-1/2"
DEPT
FIRE
NOTE: LETTERING ON BOX 1 inch HIGH
DOOR
CLASP

KEYHOOKS
HINGE 5"

THIS LOCK BOX SHALL BE LOCATED INSIDE THE BUILDING ON
THE GROUND FLOOR AS SPECIFIED BY THE FIRE DEPARTMENT.

IT CAN BE PLACED IN A STANDPIPE CABINET, FIRE

EXTINGUISHER CABINET, SECURITY DESK OR FIRE CONTROL

ROOM WHICHEVER IS LOCATED NEAR THE BUILDING

ENTRANCE THAT IS NORMALLY USED BY THE FIRE
DEPARTMENT.

LAFD
213.485.5964

HYDRANT/ACCESS UNIT
200 N. MAIN STREET. 9TH FLOOR

DOUBLE STRIPES PAINTED ON
EITHER SIDE OF PARKING SPOT.

THE DOUBLE STRIPE CONSISTING
OF TWO 4-INCH WIDE LINES
SPACES 6 INCHES APART.

DIMENSION TO

CENTERLINE OF
STRIPE
NOTE:

PARKING & AISLE SHALL SLOPE AT NO
MORE THAN 2% IN ANY DIRECTION

PARKING WIDTH

PARKING WIDTH SHALL BE

MEASURED FROM THE

CENTERLINE BETWEEN
THE TWO 4 INCH LINES.

PER FLOOR PLANS.

EDGE OF THE WALL/ PARKING

SPOT WHERE APPLICABLE

1. ALL ALARMS, EXIT SIGNS, AND SIGNAGE SHALL

COMPLY WITH PROTRUDING OBJECTS SECTION
11B-307.2. VERIFICATION OF COMPLIANCE SHALL BE

COMPLETED DURING SUBMITTAL REVIEW PROCESS
3/8" = 1'-0"
1 ACCESSIBLE ELVATOR DETAIL
1 1/2" = 1'-0"
3 FIRE EXTINGUISHER
1 1/2" = 1'-0"
2 SIGN POST AT PARKING STALL
3" = 1'-0"
4 FIRELOCK BOX DETAIL
1 1/2" = 1'-0"
5 STENCILING LOGO DETAIL
1/4" = 1'-0"
6 TYPICAL PARKING STALL
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
G4.51
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

SITE AND ACCESSIBILITY DETAILS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
G4.51
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1 Revision 1 mm/dd/yyyy
LEGEND
SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION APPROX.,

AND TBD BY SPRINKLER CONTRACTOR PRIOR TO
BIDDING. GC TO COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED TO

TERMINATE OUTSIDE OF THE BUILDING

SD SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)

PLUMBING RISER (SEE PLUMBING DRAWINGS)
18' - 9"

UPPER CABINET UPPER CABINET
14 3 16
22 11 8
17 TYP.
10 TYP.

TYP.

TYP.
11" 16" 16" 10" 10" 10"
A.F.F.
15" MIN.
2"
1' - 6"
CLR. CLG. HT.
7' - 6"
8' - 10" 6' - 7"
OVERALL WIDTH MIN. CLR. SPACE
2"
11" 24" 1" 36" 1" 30" 1" 1" 30" 1" 11" 1" 34"
1"

DISHWASHER REMOVABLE WORKSPACE
TO T.O. SINK RIM
21 16 7 5
TYP.
42" A.F.F.
36" A.F.F.
9' - 0" CLR. CLG. HT.
25 25 15
1 TYP.

CABINET PANTRY
7' - 4"
18 FRIDGE WIDTH
21 40"

CABINET PANTRY
23 24
6" 3' - 8"
TYP.
24" 2" 18"

RANGE WIDTH

UPPER CABINET
30" 1" 30" 12" 1" 35" VARIES- A

FURRED WALL
6"
TYP.
24 19
17 TYP.
30" 2" 18"
UPPER

CABINET
T.O. FREEZER SHELF
54"
1 4 5 7
10 11
12 13
14 15
2 3
6 8
9 16
17 18
19 38"
15" A.F.F.
45" (46" MAX. A.F.F.)
12 1 7 8 5
25 10 3 20 2A
TYP. TYP.

TYP.

TYP.

PANTRY
REF
32"

RANGE DEPTH
REF. DEPTH
30"
18' - 9"
2"
11" 24" 1" 36" 1" 30"
40"

DISHWASHER REMOVABLE WORKSPACE
9' - 5" 6' - 0"
MIN. CLR. SPACE
1" 23"
24" MAX.

COUNTER

CABINET
7"
31"
27 1/4" 1" 28 1/4" 1 1/2"
29 3/4"
27 TYP.
18 19
1 TYP.
26 TYP.
8"

OVERALL WIDTH CABINET PANTRY

RANGE WIDTH FRIDGE WIDTH
TYP.
29 TYP.
1" 30" 1" 11" 1" 34"
1"
15 TYP.
15 TYP.
28 TYP.
14 TYP.
30 15
TYP.

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
G6.01
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - MOBILITY KITCHEN

CALCULATION
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
SOLID SURFACE COUNTERTOP W/ 8" SPLASH.

GENERAL CONTRACTOR SHALL CUT ROUGH OPENINGS

IN SPLASH FOR WALL CONTROLS AND OUTLETS
24" WIDE ENERGY STAR ADA COMPLIANT FRONT
LOAD DISHWASHER. (SEE H-G1.61).
24" WIDE ENERGY STAR NON-ACCESSIBLE FRONT LOAD
DISHWASHER. SEE H-G1.61 FOR MORE INFORMATION.

TOP FREEZER ENERGY STAR ADA COMPLIANT
REFRIGERATOR (14.6 CU. FT.). 50% OF FREEZER
STORAGE BELOW 54" A.F.F. MIN. CONTROLS SHALL
COMPLY WITH 11B-804.6.2 / 11B-309. (SEE H-G1.61).

TOP FREEZER NON-ACCESSIBLE ENERGY
STAR REFRIGERATOR (14.6 CU. FT.). SEE H-G1.61.

ELECTRIC COOKING RANGE / OVEN. CONTROLS AT

FRONT OF APPLIANCE FOR ADA UNITS / COMMON
SPACES / UNIVERSAL DESIGN UNITS. (SEE H-G1.61).

NON-ACCESSIBLE ELECTRIC COOKING RANGE (SEE H-G1.61).
30" WIDE ENERGY STAR COMPLIANT RANGEHOOD W/
NON-ACCESSIBLE 2 WAY EXHAUST FAN SWITCH.

AIR KING ESZ306ADA OR APPROVED EQUAL (SEE H-G1.61).
30" WIDE ENERGY STAR COMPLIANT RANGEHOOD W/
ACCESSIBLE 2 WAY EXHAUST FAN SWITCH AT 34" A.F.F.

AIR KING ESZ306ADA OR APPROVED EQUAL (SEE H-G1.61).

ELECTRICAL OUTLET (T.O. OUTLET MAX. 42" A.F.F., TYP
FOR ALL KITCHENS. LOCATIONS NEAR CORNERS SHALL
BE 36" MAX. FROM WALL PER FAIR HOUSING ACT)
30" DOUBLE KITCHEN SINK W/ GARBAGE DISPOSAL.

PROVIDE OFFSET REAR PLUMBING, INSULATED DRAIN
& HOT WATER PIPE. PROVIDE 6-1/2" MAX SINK DEPTH.
30" DOUBLE KITCHEN SINK W/ GARBAGE DISPOSAL.

PROVIDE CENTERED PLUMBING, INSULATED DRAIN
& HOT WATER PIPE. PROVIDE 6-1/2" MAX SINK DEPTH.

30" MIN. WORK COUNTER WITH 30" REMOVABLE

BASE CABINET AND FINISHED FLOOR BELOW WITH
KNEE AND TOE CLEARANCE PROVIDED.

COMPOSITE WOOD BASE CABINETS W/ HIGH PRESSURE
LAMINATE FINISH. DRAWERS & SHELVING AS SHOWN.

PULLS SHALL BE INSTALLED MIN. 15" A.F.F. SEE 1B/H-A5.41

COMPOSITE WOOD UPPER CABINETS W/ HIGH PRESSURE
LAMINATE FINISH. PROVIDE 1 REMOVABLE SHELVES
PER CABINET EQUALLY SPACED. SEE 3A/H-A5.41.

REMOVABLE BASE CABINET AND FINISHED FLOOR BELOW
WITH KNEE AND TOE CLR PROVIDED. FOR WATER PIPE
(SEE 2/G4.50). VANITY TO BE CONFIGURED SUCH THAT
WHEN BASE CABINTRY IS REMOVED. THERE SHALL ONLY BE
A CORBEL TYPE SUPPORT ON EITHER SIDE. SEE 1A/H-A5.41.

CABINET FILLER PIECE W/ HIGH PRESSURE

LAMINATE FINISH (MATCH CABINET FINISH)

COMPOSITE WOOD PANTRY CABINET W/ HIGH
PRESSURE LAMINATE FINISH. SEE ENLARGED UNIT PLANS
FOR LOCATION (B-A3.01 & B-A3.02).

EXPOSED CABINETRY SIDES TO RECIEVE HIGH PRESSURE

LAMINATE FINISH MATCHING ADJACENT CABINETS

CORBEL SUPPORT FOR SINK / COUNTERTOP
4" TOE SPACE VINYL BASE (TYP.)
FLOATING WOOD SHELF (SEE 2/H-A5.41)
FIXED MDF SHELVING (SEE 5/H-A5.41)

REMOVABLE / ADJUSTABLE MDF SHELVING
(NOT COUNTED AS FIXED STORAGE)
GYPSUM WALL BOARD. PROVIDE GREEN GUARD (OR

APPROVED EQUAL) MOISTURE RESISTANT GYPSUM

WALL BOARD AT ALL WET LOCATIONS

BACKSPLASH BELOW (SEE ELEVATIONS)
FURRED WALL W/ PLUMBING RISER (SEE 15/H-A5.21)
WALLS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR WALL TYPES
CABINET PULLS TO EXTEND BEYOND COUNTERTOP.

GENERAL CONTRACTOR TO COORDINATE 24" MAX
DEPTH FROM EDGE OF PULLS.

SEE FLOOR PLANS H-A2.02 THROUGH H-A2.07, FOR PANTRY
TYPE IN EACH UNIT.

SOLID SURFACE PENINSULA COUNTERTOP (4'X9' TYP.)

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

31. 1/2" = 1'-0"
2A

KITCHEN TYPE B - ELEVATION
1/2" = 1'-0"
2 KITCHEN TYPE B - PLAN
LEGEND
SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION APPROX.,

AND TBD BY SPRINKLER CONTRACTOR PRIOR TO
BIDDING. GC TO COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED TO

TERMINATE OUTSIDE OF THE BUILDING

SD SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)

PLUMBING RISER (SEE PLUMBING DRAWINGS)

UPPER CABINET

UPPER CABINET
8 TYP.
1' - 3 1/2" 7' - 6"
7 5
15 CABINET PANTRY
18 FRIDGE WIDTH
21 24
12" 36" 1" 29" 24"
TYP.
17 24
UPPER

CABINET
3 1/4" 33 3/4" 30" 24"
9' - 6"
3' - 0" A.F.F. 1' - 10" 2' - 6" 0' - 2"
T.O. FREEZER SHELF
54"
15" 10" 10" 16" 16"
22 10 1
14 17
18 19
24 23
TYP. TYP. TYP.

TYP.

TYP.

TYP.
7' - 6" 1' - 3 1/2"
SOFFIT
8' - 9 1/2" CLR. CLG. HT.
29 8' - 6"
1 2
3 4
5 6
7 8
9 10

REMOVABLE

UPPER CABINET
9 1' - 3 1/2" 7' - 6"

WORKSPACE /

REMOVABLE
6 15

RANGE WIDTH
12" 30" 11" 37" 20" 1 7/8"
TYP.
24 11" 1" 30" 1" 11" 36" 10"
3' - 0" MAX. A.F.F. 1' - 10" 2' - 6" 0' - 2"
1 TYP.
7' - 6" 1' - 3 1/2"
9' - 3 15/16"
14 16
29 TYP.

TYP.

TYP.
3' - 0" MAX. A.F.F. 1' - 10" 2' - 6" 0' - 2"
UPPER

CABINET
UPPER

CABINET
UPPER

CABINET
8' - 9 1/2" CLR. CLG. HT.

A.F.F.
15" MIN.
11 21
TYP.
11 12
13 14
15 16
18 19
20 21
22 23 24
17 3
10 DISHWASHER
21 TYP.36" A.F.F.
8' - 9 1/2" CLR. CLG. HT.
1 TYP.
10 14
1" 24" 1" 28"
2 19

CABINET
MAX.
15" A.F.F.
25 26
2B
13 TYP.
6 2A B-A3.43

CABINET PANTRY
REF
32"
REF. DEPTH
24" 36" 1" 30 3/8" 30"

FRIDGE WIDTH
10 TYP.
14 TYP.
4 TYP.

COUNTER DEPTH

CABINET

CABINET
15 TYP.
10' - 1 5/16"

RANGE DEPTH
30"
23" 9 5/8" 36" 11" 30" 11"
PANTRY
30x48
30x48
30x48
30x48
24"
10' - 0 5/8"
2' - 4" 2' - 0"
4' - 4"
30x48
30x48
11 DW
2 DISHWASHER

REMOVABLE RANGE
15 TYP.
10 TYP.
18 TYP.
14 19
10 28
2' - 0" 0' - 5 3/4"
2' - 0" 6' - 1 13/16" 2' - 5 3/4"

CABINET
2C
CAN BE USED FOR MOBILITY UNITS Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
G6.02
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - MOBILITY KITCHEN

CALCULATION
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
SOLID SURFACE COUNTERTOP W/ 8" SPLASH.

GENERAL CONTRACTOR SHALL CUT ROUGH OPENINGS

IN SPLASH FOR WALL CONTROLS AND OUTLETS
24" WIDE ENERGY STAR ADA COMPLIANT FRONT
LOAD DISHWASHER. (SEE H-G1.61).
24" WIDE ENERGY STAR NON-ACCESSIBLE FRONT LOAD
DISHWASHER. SEE H-G1.61 FOR MORE INFORMATION.

TOP FREEZER ENERGY STAR ADA COMPLIANT
REFRIGERATOR (14.6 CU. FT.). 50% OF FREEZER
STORAGE BELOW 54" A.F.F. MIN. CONTROLS SHALL
COMPLY WITH 11B-804.6.2 / 11B-309. (SEE H-G1.61).

TOP FREEZER NON-ACCESSIBLE ENERGY
STAR REFRIGERATOR (14.6 CU. FT.). SEE H-G1.61.

ELECTRIC COOKING RANGE / OVEN. CONTROLS AT

FRONT OF APPLIANCE FOR ADA UNITS / COMMON
SPACES / UNIVERSAL DESIGN UNITS. (SEE H-G1.61).

NON-ACCESSIBLE ELECTRIC COOKING RANGE (SEE H-G1.61).
30" WIDE ENERGY STAR COMPLIANT RANGEHOOD W/
NON-ACCESSIBLE 2 WAY EXHAUST FAN SWITCH.

AIR KING ESZ306ADA OR APPROVED EQUAL (SEE H-G1.61).
30" WIDE ENERGY STAR COMPLIANT RANGEHOOD W/
ACCESSIBLE 2 WAY EXHAUST FAN SWITCH AT 34" A.F.F.

AIR KING ESZ306ADA OR APPROVED EQUAL (SEE H-G1.61).

ELECTRICAL OUTLET (T.O. OUTLET MAX. 42" A.F.F., TYP
FOR ALL KITCHENS. LOCATIONS NEAR CORNERS SHALL
BE 36" MAX. FROM WALL PER FAIR HOUSING ACT)
30" DOUBLE KITCHEN SINK W/ GARBAGE DISPOSAL.

PROVIDE OFFSET REAR PLUMBING, INSULATED DRAIN
& HOT WATER PIPE. PROVIDE 6-1/2" MAX SINK DEPTH.
30" DOUBLE KITCHEN SINK W/ GARBAGE DISPOSAL.

PROVIDE CENTERED PLUMBING, INSULATED DRAIN
& HOT WATER PIPE. PROVIDE 6-1/2" MAX SINK DEPTH.

30" MIN. WORK COUNTER WITH 30" REMOVABLE

BASE CABINET AND FINISHED FLOOR BELOW WITH
KNEE AND TOE CLEARANCE PROVIDED.

COMPOSITE WOOD BASE CABINETS W/ HIGH PRESSURE
LAMINATE FINISH. DRAWERS & SHELVING AS SHOWN.

PULLS SHALL BE INSTALLED MIN. 15" A.F.F. SEE 1B/H-A5.41

COMPOSITE WOOD UPPER CABINETS W/ HIGH PRESSURE
LAMINATE FINISH. PROVIDE 1 REMOVABLE SHELVES
PER CABINET EQUALLY SPACED. SEE 3A/H-A5.41.

REMOVABLE BASE CABINET AND FINISHED FLOOR BELOW
WITH KNEE AND TOE CLR PROVIDED. FOR WATER PIPE
(SEE 2/G4.50). VANITY TO BE CONFIGURED SUCH THAT
WHEN BASE CABINTRY IS REMOVED. THERE SHALL ONLY BE
A CORBEL TYPE SUPPORT ON EITHER SIDE. SEE 1A/H-A5.41.

CABINET FILLER PIECE W/ HIGH PRESSURE

LAMINATE FINISH (MATCH CABINET FINISH)

COMPOSITE WOOD PANTRY CABINET W/ HIGH
PRESSURE LAMINATE FINISH. SEE 3B/H-A5.41.

EXPOSED CABINETRY SIDES TO RECIEVE HIGH PRESSURE

LAMINATE FINISH MATCHING ADJACENT CABINETS

CORBEL SUPPORT FOR SINK / COUNTERTOP
4" TOE SPACE VINYL BASE (TYP.)
FLOATING WOOD SHELF (SEE 2/H-A5.41)
FIXED MDF SHELVING (SEE 5/H-A5.41)

REMOVABLE / ADJUSTABLE MDF SHELVING
(NOT COUNTED AS FIXED STORAGE)
GYPSUM WALL BOARD. PROVIDE GREEN GUARD (OR

APPROVED EQUAL) MOISTURE RESISTANT GYPSUM

WALL BOARD AT ALL WET LOCATIONS

BACKSPLASH BELOW (SEE ELEVATIONS)
FURRED WALL W/ PLUMBING RISER (SEE 15/H-A5.21)
WALLS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR WALL TYPES
CABINET PULLS TO EXTEND BEYOND COUNTERTOP.

GENERAL CONTRACTOR TO COORDINATE 24" MAX
DEPTH FROM EDGE OF PULLS.

SEE FLOOR PLANS H-A2.02 THROUGH H-A2.07, FOR PANTRY
TYPE IN EACH UNIT.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.
1/2" = 1'-0"
2A
KITCHEN TYPE D - ELEVATION 1
1/2" = 1'-0"
2B KITCHEN TYPE D - ELEVATION 2
1/2" = 1'-0"
2C KITCHEN TYPE D - ELEVATION 3
1/2" = 1'-0"
2 UNIT KITCHEN TYPE D - ENLARGED PLAN

UP
UP
UP
3 5
5 4
7 2
1 6
8 3
9 10
11 2
12 13
2 15
16 17
18 19
20 21
21 22
23 ROSEMEAD BLVD.
2-ST
O
RY
R
ESID
E
N
TIAL
B
UIL
DIN
G
EXISTING 2-STORY OFFICE BUILDING
OVER 1-STORY GARAGE TO BE

CONVERTED TO RESIDENTIAL USE
(ADAPTIVE REUSE)
NEW 5-STORY TYPE-III BUILDING OVER 1-

STORY TYPE-I PARKING
(NEW CONSTRUCTION)

BUILDING A

BUILDING B
25' REAR YARD
10' FRONT YARD
10' SID
EYA
R
D

BUILDING A PARKING

GARAGE ENTRANCE

BUILDING A ENTRANCE
(PEDESTRIAN)

BUILDING B PARKING

GARAGE ENTRANCE
3 5
5 4
7 2

SETBACK

SIDE SETB
10' - 0"
ACK
10' - 0"
F
RO
N
T
S
E
TBAC
K
10' -
0" 13
8' -
3"

REAR SETBACK
25' - 0"

SITE WIDTH (BUILDING B)
235' - 0"

SITE WIDTH (BUILDING A)
374' - 1"
1 6
8 3
9 10
11 2
12 13

SITE WIDTH (BUILDING A)
361' - 3"
SIT
E WID
T
H
174' -
5"

SITE WIDTH
152' - 0"
2 15
16 17
ROSEMEAD BLVD.

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1" = 20'-0"
A-A1.00
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

SITE PLAN (DEMO)
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
A-A1.00
03/06/26
1" = 20'-0"
1 OVERALL SITE PLAN - DEMO
1" = 20'-0"
2 SITE PLAN
SITE PROPERTY LINE (TYP.)

EXISTING RETAINING WALL TO REMAIN (SEE CIVIL

DRAWINGS)

EXISTING STAIRS TO REMAIN
EXISTING PATIO TO BE MODIFIED (LEVEL 3)
EXISTING PATIO TO BE MODIFIED (LEVEL 2)

EXISTING LANDSCAPE TO BE MODIFIED (SEE

LANDSCAPE PLANS)
EXISTING RAISED PLANTER TO REMAIN.

EXISTING DRIVEWAY TO BE MODIFIED. (SEE CIVIL

DRAWINGS)

EXISTING RAMP TO REMAIN

NEW EGRESS STAIRS
NEW STEPS. (SEE LANDSCAPE PLANS)
EXISTING CONCRETE TO REMAIN.

EXISTING BRICK ENTRY STEPS TO REMAIN.

NEW PWP ELECTRICAL SERVICE IN VAULT.

EXISTING STAIR TOWER TO BE DEMOLISHED.

EXISTING ROOF OVERHANG TO BE MODIFIED.

EXISTING PARKING GARAGE TO BE DEMOLISHED.

EXISTING DRIVEWAY TO BE DEMOLISHED.

EXISTING STAIR TO BE DEMOLISHED.

EXISTING TREES TO BE REMOVED.

EXISTING RETAINING WALL TO BE DEMOLISHED.

EXISTING MECHANICAL EQUIPMENT TO BE
DEMOLISHED.

EXISTING ROOF TO BE REMOVED, AND REPLACED.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. N
N
UP
B C
B C
M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E:

A B
A B
SEE A2.04B

BUILDING B
2 X-A0.00
2 X-A0.00
EQUIP.

ELEC.

GARAGE PARKING
1 A-A3.01
1 A-A3.01
TRASH ELEV.

EQUIP.
5 A-A6.03
5 A-A6.03
2 0' - 1"
STAIR #2
STAIR #1
(EXISTING)
VAULT

TRANSFORMER
3 4
A-A3.02
4 A-A3.02
1 A-A3.02
1 A-A3.02
2 A-A3.02
2 A-A3.02
2 X-A0.00
2 X-A0.00

BUILDING B
1 A-A3.01
1 A-A3.01
B C
B C
M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E:

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
3/64" = 1'-0"
A-A1.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

OVERALL FLOOR PLANS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
09/08/25
3/64" = 1'-0"
2 OVERALL SITE
LEVEL 1
3/64" = 1'-0"
1 OVERALL SITE
N
LEVEL 0 PLAN
N
UP
UP
UP
UP
UP
326A
2A
B C
B C
M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E:

A B
A B
SEE A2.04D
SEE A2.03E SEE A2.04D
SEE A2.03E
SEE A2.03E
SEE A2.03B SEE A2.03E
SEE A2.03B
2 X-A0.00
2 330A
X-A0.00
1B
332A
1B
336A
1B
334A
1B
338A
1B
340A
1B
342A
1B
328A
1B
329A
1B
331A
1B
333A
1B
335A
1B
339A
1B
337A
1B
341A
1C

LAUNDRY
320A
1A
321A
1A
323A
1A
322A
1A
324A
1A
325A
1A
301A
SA
302A
SA
304A
SA
303A
SA
305A
SA
306A
SA

OPEN TO BELOW
IDF
ELEV.

STAIR #2
STAIR #1
(EXISTING)
DN
TRASH
B C
B C
M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E:

A B
A B
PART 1 PART 2
PART 1 PART 2
PART 2
2 X-A0.00
2 X-A0.00
226A
SB
230A
1B
232A
1B
236A
1B
234A
1B
338A
1B
340A
1B
242A
1B
228A
1B
229A
1B
231A
1B
233A
1B
235A
1B
239A
1B
237A
1B
241A
1B
220A
1A
221A
1A
223A
1A
222A
1A
224A
1A
225A
1A
226A
SB
230A
1B
232A
1B
236A
1B
234A
1B
338A
1B
340A
1B
242A
1B
228A
1B
229A
1B
231A
1B
233A
1B
235A
1B
239A
1B
237A
1B
241A
1B
220A
1A
221A
1A
223A
1A
222A
1A
224A
1A
225A
1A

SERVERY
RR

COMMUNITY ROOM
OFFICE
OFFICE
OFFICE
OFFICE
CONF. RM

LEASING
RR

MAIN LOBBY
227A
SB

LAUNDRY
TRASH
STOR.

ELEV.

BREAK RM
IDF
STAIR #2
STAIR #1
(EXISTING)
DN
OFFICE
OFFICE
OFFICE
12' - 0"
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
3/64" = 1'-0"
A-A1.02
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

OVERALL FLOOR PLANS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
09/08/25
3/64" = 1'-0"
2 OVERALL SITE LEVEL 3
3/64" = 1'-0"
1 OVERALL SITE LEVEL 2
7 PROPOSED STAIRCASE
8 PROPOSED NEW WINDOWS
N
N
UP
5 A-A3.01
5 A-A3.01
4 A-A3.02 4
A-A3.02
2 X-A0.00
2 X-A0.00
1 A-A3.01
1 A-A3.01
5 A-A6.03 5
A-A6.03
BCB
CMATCH LINE:

MATCH LINE:

MATCH LINE:

MATCH LINE: A
B
A
B
5 A-A3.01
5 A-A3.01
3 A-A3.02
3 A-A3.02
4 A-A3.02 4
A-A3.02
1 A-A3.02 1
A-A3.02
2 A-A3.02 2
A-A3.02
2 X-A0.00
2 X-A0.00
1 A-A3.01
1 A-A3.01
5 A-A6.03 5
A-A6.03
STAIR #2
BCB
CMATCH LINE:

MATCH LINE:

MATCH LINE:

MATCH LINE: A
B
A
B
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
3/64" = 1'-0"
A-A1.03
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

OVERALL FLOOR PLANS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
02/09/26
3/64" = 1'-0"
1 OVERALL SITE LEVEL 5
3/64" = 1'-0"
2 N
OVERALL SITE LEVEL 4
N
5 A-A3.01
5 A-A3.01
2 X-A0.00
2 X-A0.00
1 A-A3.01
1 A-A3.01
B C
B C
M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E:

M
AT
C
H
LIN
E: M
AT
C
H
LIN
E:

A B
A B
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
3/64" = 1'-0"
A-A1.04
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

OVERALL FLOOR PLANS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
02/09/26
3/64" = 1'-0"
1 N
OVERALL SITE LEVEL 6 (BLDG B ROOF)
16 17 18 1919.1
B1
C1
D1
A1

MATCH LINE

MATCH LINE
GG

PARKING GARAGE

CONNECTED TO BLDG B ONLY
1 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
1/8" = 1'-0"
A-A2.00
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS
BLDG A.2 - LEVEL 0
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
11/18/25
1/8" = 1'-0"
1 BLDG A.2 - LEVEL 0 PLAN
N
UP
10 10
12 12
11 11
13 13
14 14
15 15
16 16
17 17
18 18
19 19

19.1 19.1
B1 B1
C1 C1
D1 D1
A1 A1

EXISTING PARKING GARAGE
(19 SPOTS)
B C
B C MATCH LINE: MATCH LINE:

GG GG
01 8' - 0"
02 03 04 05 06 07 08 09 10 11
19 18 17 16 15 14 13 12 (EXISTING BACKUP SPACE) 24' - 2" 100 SF RECYCLE
A B
M
AT
C
H
LIN
E:

A B
M
AT
C
H
LINE:
15 19
3 3
7 1/8" = 1'-0"
1 BUILDING A.2
LEVEL 1 PLAN
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
A-A2.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS
BLDG A.2 - LEVEL 1
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
09/08/25

KEY PLAN
N

EXISTING WALL TO REMAIN
EXISTING EGRESS STAIR TO REMAIN.

EXISTING CONCRETE FLOOR TO REMAIN.

EXISTING DRIVEWAY TO REMAIN
EXISTING SITE CONCRETE TO BE MODIFIED.

EXISTING RAISED PLANTER TO REMAIN.

EXISTING COLUMN TO REMAIN.

NEW INTERIOR PARTITION WALL. SEE WALL TYPES.

NEW INTERIOR EGRESS STAIRCASE.

1. 2.

3. 4.

5. 6.

7. 8.

9. 1
1 2
2 3
3 4
4 5
5 6
6 7
D
D
B
B
A
A
C
C
8 9
C1
D1
A1

COMMUNITY
ROOM
202A

LEASING
213A

SERVERY
201A
OFFICE
OFFICE
210A
OF
208A
FICE
207A
OFFICE
206A
CONF. RM
209A
RR
203A
RR
212A
GG
220A
1A
221A
1A
223A
1A
222A
1A
224A
1A
225A
1A

MAIN LOBBY
200A
226A
SB
STOR.
204A

BREAK RM
211A
STOR.
214A
A B
M
AT
C
H
LIN
E:

A B
M
AT
C
H
LIN
E:
1 3
4 6
7 10
11 TYP.
12 3
15 OFFICE
207A
OFFICE
207A
OFFICE
206A
20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 1 5/8" 19' - 10 3/8" 120' - 0"
122' - 1 3/4"
13 13
13 13
13 13
13 13
13 13
13 13
13 13
13 13
13 16
5 14
17 17
17 17
17 17
5 10
12 12
12 4
17 13
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
A-A2.02
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS
BLDG A.1 - LEVEL 2
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/03/25

KEY PLAN
1/8" = 1'-0"
1 BUILDING A.1
LEVEL 2 PLAN N

EXISTING WALL TO REMAIN
EXISTING EGRESS STAIR TO REMAIN.

EXISTING FLOOR TO REMAIN.

EXISTING COLUMN TO REMAIN.

EXISTING ELEVATOR TO REMAIN.

EXISTING LOW HEIGHT WALL TO REMAIN.

NEW INTERIOR PARTITION WALL. SEE WALL TYPES.

NEW INTERIOR EGRESS STAIRCASE.

NEW WALL INFILL.

NEW WINDOW.

NEW EXTERIOR WALL.

NEW INTERIOR LAYOUT. SEE ENLARGED UNIT
PLANS, A-A6.01.

EXISTING RAISED PLANTER TO REMAIN.

EXISTING EXTERIOR CONCRETE FLOOR TO REMAIN.

EXISTING EXTERIOR RAMP TO REMAIN.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. UP
7 D
B
A
C
8 9
9 10
10 12
12 11
11 13
13 14
14 15
15 16
16 17
17 18
18 19
19 19.1

19.1 B1
C1
D1
A1

7.04%

LAUNDRY
216A

MAIN LOBBY
200A
SLOPE
GG
TRASH
314A
233A
1B
235A
1B
237A
1B
239A
1B
241A
1B
242A
1B
240A
1B
238A
1B
236A
1B
234A
1B
232A
1B
230A
1B
231A
1B
229A
1B
228A
1B
227A
SB
226A
SC
B C
M
AT
C
H
LIN
E:

B C
M
AT
C
H
LIN
E:

A B
M
AT
C
H
LIN
E:

A B
M
AT
C
H
LINE:

IDF
STAIR #2
STAIR #1
(EXISTING)
DN
1 2
4 TYP.
5 7
TYP.
8 10
TYP.
11 TYP.
12 TYP.
3 13
14 3
16' - 10" 16' - 10" 16' - 10" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 210' - 6"
17 17 17 17 17
17 17 17
3 17 17 17 17 17 17 17
17 3
17 17
9 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
A-A2.03
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS
BLDG A.2 - LEVEL 2
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/03/25

KEY PLAN
1/8" = 1'-0"
1 BUILDING A.2
LEVEL 2 PLAN
N

EXISTING WALL TO REMAIN
EXISTING EGRESS STAIR TO REMAIN.

EXISTING FLOOR TO REMAIN.

EXISTING COLUMN TO REMAIN.

EXISTING ELEVATOR TO REMAIN.

EXISTING LOW HEIGHT WALL TO REMAIN.

NEW INTERIOR PARTITION WALL. SEE WALL TYPES.

NEW INTERIOR EGRESS STAIRCASE.

NEW WALL INFILL.

NEW WINDOW.

NEW EXTERIOR WALL.

NEW INTERIOR LAYOUT. SEE ENLARGED UNIT
PLANS, A-A6.01.

EXISTING RAISED PLANTER TO REMAIN.

EXISTING EXTERIOR CONCRETE FLOOR TO REMAIN.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

UP
UP
UP
1 1
2 2
3 3
4 4
5 5
6 6
7 7
D
BA
C
8 9
9 B1
C1
D1
A1

LOBBY /

COMMUNITY ROOM
2 0
'
-
0 "
2 0
'
-
0 "
2 0
'
-
0 "
2 0
'
-
0 "
2 0
'
-
1 5/8
"
1 9
'
-
1 0
3/8
"
22' - 5"
1 2
0 '
-
0 "
1 6
'
-
1 0
"
52' - 0" 13' - 6"
25' - 0"
13' - 6"
A
BMATCH LINE:

A
B
MATCH LINE:

GG
32 0A
1 A
3 0
1 A
SA
32 1
A
1 A
32 3A
1 A
32 2A
1 A
324A 1A
32 5A
1 A
3 0
2A SA
3 04A SA
3 0
3A SA
3 0
5A SA
3 0
6A SA
326A
2A
1 2
1 '
-
5 "
5' - 0"
1 3
4 6
7 1
1 1
0 TYP.
1 2
9 17
17 17
17 17
17 17
17 17
17 17
17 16
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
A-A2.04
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS
BLDG A.1 - LEVEL 3
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/03/25
1/8" = 1'-0"
1 BUILDING A.1
LEVEL 3 PLAN

KEY PLAN
N

EXISTING WALL TO REMAIN
EXISTING EGRESS STAIR TO REMAIN.

EXISTING FLOOR TO REMAIN.

EXISTING COLUMN TO REMAIN.

EXISTING ELEVATOR TO REMAIN.

EXISTING LOW HEIGHT WALL TO REMAIN.

NEW INTERIOR PARTITION WALL. SEE WALL TYPES.

NEW INTERIOR EGRESS STAIRCASE.

NEW WALL INFILL.

NEW WINDOW.

NEW EXTERIOR WALL.

NEW INTERIOR LAYOUT. SEE ENLARGED UNIT
PLANS, A-A6.01.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

UP
7 D
B
A
C
8 8
9 9
10 10
12 12
11 11
13 13
14 14
15 15
16 16
17 17
18 18
19 19

19.1 19.1
B1 B1
C1 C1
D1
D1
A1 A1
16' - 10" 16' - 10" 16' - 10" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" B C
M
AT
C
H
LIN
E:

B C
M
AT
C
H
LIN
E:

A B
M
AT
C
H
LIN
E:

A B
M
AT
C
H
LINE:
210' - 6"
GG GG
326A
2A
333A
1B
335A
1B
337A
1B
339A
1B
341A
331A 1B
1B
329A
1B
328A
1B
342A
1B
340A
1B
338A
1B
336A
1B
334A
1B
332A
1B
330A
1B

LAUNDRY
316A

OPEN TO
BELOW
IDF
STAIR #2
STAIR #1
(EXISTING)
DN
TRASH
214A
1 2 3 4
TYP.
5 6
7 TYP.
8 9
10 TYP.
11 TYP.
12 TYP.
16 17 17 17 9
17 17 17 17 17
3 17 17 17 17 17 17 17
3 14
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
A-A2.05
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS
BLDG A.2 - LEVEL 3
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/03/25
1/8" = 1'-0"
1 BUILDING A.2
LEVEL 3 PLAN

KEY PLAN
N

EXISTING WALL TO REMAIN
EXISTING EGRESS STAIR TO REMAIN.

EXISTING FLOOR TO REMAIN.

EXISTING COLUMN TO REMAIN.

EXISTING ELEVATOR TO REMAIN.

EXISTING LOW HEIGHT WALL TO REMAIN.

NEW INTERIOR PARTITION WALL. SEE WALL TYPES.

NEW INTERIOR EGRESS STAIRCASE.

NEW WALL INFILL.

NEW WINDOW.

NEW EXTERIOR WALL.

NEW INTERIOR LAYOUT. SEE ENLARGED UNIT
PLANS, A-A6.01.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
7 D
BA
C
8 9
9 B1
C1
D1
A1
2 X-A0.00
2 X-A0.00
GG
G3.04 2
G3.05 1
G3.05
2 G3.04
3 A
BMATCH LINE:

A
B
MATCH LINE:

A-A5.01 2
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
1/8" = 1'-0"
A-A2.06
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS
BLDG A.1 - ROOF
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
11/20/25
1/8" = 1'-0"
1 BUILDING A.1

ROOF PLAN
N
UP
7 8
9 9
10 10
12 12
11 11
13 13
14 14
15 15
16 16
17 17
18 18
19 19

19.1 19.1
B1
C1
D1
A1
GG
5 A-A6.03
5 A-A6.03
G3.04
3 A B
M
AT
C
H
LIN
E:

A B
M
AT
C
H
LINE:

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
1/8" = 1'-0"
A-A2.07
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS
BLDG A.2 - ROOF
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
09/08/25
1/8" = 1'-0"
1 BUILDING A.2

ROOF PLAN
LEVEL 3
786' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
11' - 7" 12' - 8" 13' - 6" 11' - 6"

MATCH LINE
1 BUILDING HEIGHT
49' - 2"

ROOF (BLDG B)
820' - 0"
2 16
11 17
LEVEL 3
786' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
11' - 7" 12' - 8" 13' - 6" 11' - 6"

MATCH LINE

ROOF (BLDG B)
820' - 0"

LOWER LEVEL PARKING
(PART OF BUILDING B)
1 2
16 11
17 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
1/8" = 1'-0"
A-A3.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A - SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/03/25
1/8" = 1'-0"
5 BUILDING A - LONGITUDINAL SECTION
1/8" = 1'-0"
1 BUILDING A - LONGITUDINAL SECTION

EXISTING EXTERIOR WALL/ FINISH TO REMAIN
EXISTING STOREFRONT TO REMAIN.

EXISTING EXPOSED COLUMN TO REMAIN. (SEE

STRUCTURAL PLANS)
EXISTING EXPOSED BEAM TO REMAIN. (SEE

STRUCTURAL PLANS)
EXISTING EXTERIOR STEPS TO REMAIN.

EXISTING RAISED PLANTER TO REMAIN.

NEW WINDOW PER PLAN. SEE WINDOW SCHEDULE
NEW EXTERIOR WALL. FINISH TO BE STUCCO
COLOR #1.

NEW EXTERIOR WALL. FINISH TO BE STUCCO
COLOR #2.

NEW PROPOSED BUILDING B WITH SEPARATE
PERMIT.

EXISTING ROOF STRUCTURE TO REMAIN.

NEW WALL INFILL WITHIN EXISTING WALL.

EXISTING RAILING TO REMAIN
EXISTING PATIO TO REMAIN.

NEW EGRESS STAIRCASE. SEE A-A6.03
EXISTING FLOOR ASSEMBLY TO REMAIN.

NEW PARTITION WALL.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. LEVEL 3
786' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"
LEVEL 3
786' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"
LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32" LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
1/8" = 1'-0"
A-A3.02
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A - SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
A-A3.02
12/11/25
1/8" = 1'-0"
1 BUILDING A - CROSS SECTION 3
1/8" = 1'-0"
2 BUILDING A - CROSS SECTION 4
1/8" = 1'-0"
3 BUILDING A - CROSS SECTION 1
1/8" = 1'-0"
4 BUILDING A - CROSS SECTION 2

EXISTING EXTERIOR WALL/ FINISH TO REMAIN
EXISTING STOREFRONT TO REMAIN.

EXISTING EXPOSED COLUMN TO REMAIN. (SEE

STRUCTURAL PLANS)
EXISTING EXPOSED BEAM TO REMAIN. (SEE

STRUCTURAL PLANS)
EXISTING EXTERIOR STEPS TO REMAIN.

EXISTING RAISED PLANTER TO REMAIN.

NEW WINDOW PER PLAN. SEE WINDOW SCHEDULE
NEW EXTERIOR WALL. FINISH TO BE STUCCO
COLOR #1.

NEW EXTERIOR WALL. FINISH TO BE STUCCO
COLOR #2.

NEW PROPOSED BUILDING B WITH SEPARATE
PERMIT.

EXISTING ROOF STRUCTURE TO REMAIN.

NEW WALL INFILL WITHIN EXISTING WALL.

EXISTING RAILING TO REMAIN
EXISTING PATIO TO REMAIN.

NEW EGRESS STAIRCASE. SEE A-A6.03
EXISTING FLOOR ASSEMBLY TO REMAIN.

NEW PARTITION WALL.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
1 5
AB

MATCH LINE
A B
11' - 7" 12' - 8" 11' - 0" 2' - 6"
37' - 8"

ROOF (BLDG B)
820' - 0"
TYP.
2 3
TYP.
5 7
4 TYP.
11 12
LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
1 11' - 7" 12' - 8" 13' - 6" 11' - 6"
AB

MATCH LINE
A B

BUILDING HEIGHT
49' - 2"

ROOF (BLDG B)
820' - 0"
1 TYP.
2 3
TYP.
5 4
7 TYP.
11 12
9 LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 0
749' - 0 15/32"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
A-A4.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A - ELEVATIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/06/25
1/8" = 1'-0"
2 BUILDING A (PART 1)

WEST ELEVATION
1/8" = 1'-0"
3 BUILDING A (PART 2)

WEST ELEVATION
3/64" = 1'-0"
1 WEST ELEVATION (FULL SITE)

EXISTING EXTERIOR WALL/ FINISH TO REMAIN
EXISTING STOREFRONT TO REMAIN.

EXISTING EXPOSED COLUMN TO REMAIN. (SEE

STRUCTURAL PLANS)
EXISTING EXPOSED BEAM TO REMAIN. (SEE

STRUCTURAL PLANS)
EXISTING EXTERIOR STEPS TO REMAIN.

EXISTING RAISED PLANTER TO REMAIN.

NEW WINDOW PER PLAN. SEE WINDOW SCHEDULE
NEW EXTERIOR WALL. FINISH TO BE STUCCO
COLOR #1.

NEW EXTERIOR WALL. FINISH TO BE STUCCO
COLOR #2.

NEW PROPOSED BUILDING B WITH SEPARATE
PERMIT.

EXISTING ROOF STRUCTURE TO REMAIN.

NEW WALL INFILL WITHIN EXISTING WALL.

EXISTING RAILING TO REMAIN
EXISTING PATIO TO REMAIN.

NEW EGRESS STAIRCASE. SEE A-A6.03
EXISTING FLOOR ASSEMBLY TO REMAIN.

NEW PARTITION WALL.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
EX_01_FIRST
FLOOR 3
810' - 0"
11' - 7" 12' - 8" 11' - 0" 2' - 6"
37' - 8"
3 1
2 TYP.
97 11
TYP.
159
LEVEL 3
786' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
11' - 7" 12' - 8" 13' - 6" 11' - 6"
49' - 2"
79 12
LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"

HIGH ROOF (E)
810' - 2 13/32"
11' - 0" 12' - 7 1/2" 11' - 6 7/8"
35' - 2 3/8"
321
TYP.
1199
TYP.
7 14 13
LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"
11 121
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
1/8" = 1'-0"
A-A4.02
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A - ELEVATIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/06/25
1/8" = 1'-0"
1 BUILDING (PART 2)

EAST ELEVATION
1/8" = 1'-0"
4 BUILDING A

SOUTH ELEVATION
1/8" = 1'-0"
2 BUILDING A (PART 1)

EAST ELEVATION
1/8" = 1'-0"
3 BUILDING A

NORTH ELEVATION

EXISTING EXTERIOR WALL/ FINISH TO REMAIN
EXISTING STOREFRONT TO REMAIN.

EXISTING EXPOSED COLUMN TO REMAIN. (SEE

STRUCTURAL PLANS)
EXISTING EXPOSED BEAM TO REMAIN. (SEE

STRUCTURAL PLANS)
EXISTING EXTERIOR STEPS TO REMAIN.

EXISTING RAISED PLANTER TO REMAIN.

NEW WINDOW PER PLAN. SEE WINDOW SCHEDULE
NEW EXTERIOR WALL. FINISH TO BE STUCCO
COLOR #1.

NEW EXTERIOR WALL. FINISH TO BE STUCCO
COLOR #2.

NEW PROPOSED BUILDING B WITH SEPARATE
PERMIT.

EXISTING ROOF STRUCTURE TO REMAIN.

NEW WALL INFILL WITHIN EXISTING WALL.

EXISTING RAILING TO REMAIN
EXISTING PATIO TO REMAIN.

NEW EGRESS STAIRCASE. SEE A-A6.03
EXISTING FLOOR ASSEMBLY TO REMAIN.

NEW PARTITION WALL.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"

EXISTING BRICK WALL
(TO REMAIN)

EXISTING CONCRETE

COLUMN (TO REMAIN)

EXISTING WOOD FRAMED

WALL WITH BRICK VENEER
(TO REMAIN)

NEW VINYL WINDOW,

DARK BRONZE FINISH
UNIT
UNIT

EXISTING CONCRETE

FLOOR (TO REMAIN)

EXISTING ROOF

ASSEMBLY (TO REMAIN)

EXISTING ROOF DRAIN
(TO REMAIN)

EXISTING STEEL GIRDER
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:
1/2" = 1'-0"
A-A5.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

WALL SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
03/06/26
1/2" = 1'-0"
1 WALL SECTION @ WEST WALL
1/2" = 1'-0"
2 BUILDING A ELEVATION @ WEST WALL
LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"
UNIT
UNIT

EXISTING CONCRETE

COLUMN (TO REMAIN)

EXISTING CONCRETE

FLOOR (TO REMAIN)

EXISTING WOOD FRAMED

WALL WITH BRICK VENEER
(TO REMAIN)

NEW VINYL WINDOW,

DARK BRONZE FINISH

EXISTING CONCRETE

COLUMN (TO REMAIN)

EXISTING CONCRETE

COLUMN (TO REMAIN)

PARKING

EXISTING CONCRETE

WALL (TO REMAIN)

EXISTING ROOF DRAIN
(TO REMAIN)

EXISTING ROOF

ASSEMBLY (TO REMAIN)

EXISTING STEEL GIRDER
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:
1/2" = 1'-0"
A-A5.02
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

WALL SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
03/08/26
1/2" = 1'-0"
1 WALL SECTION @ WEST WALL 2
1/2" = 1'-0"
2 BUILDING A WEST WALL
LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 2.1
772' - 6"

EXISTING ROOF

ASSEMBLY (TO REMAIN)

NEW VINYL WINDOW,

DARK BRONZE FINISH

NEW WOOD STUD
EXTERIOR WALL (2-HR).

STUCCO FINISH

EXISTING CONCRETE

COLUMN (TO REMAIN)

EXISTING CONCRETE

FLOOR (TO REMAIN)

NEW VINYL WINDOW,

DARK BRONZE FINISH

EXISTING CONCRETE

FLOOR (TO REMAIN)

EXISTING CONCRETE

COLUMN (TO REMAIN)
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:
1/2" = 1'-0"
A-A5.03
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

WALL SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
03/08/26
1/2" = 1'-0"
1 WALL SECTION @ EAST WALL
1/2" = 1'-0"
2 BUILDING A - EAST WALL
1 5' - 7 15/16"
7' - 5" VARIES
13' - 6" 8' - 3"
10' - 0" 11' - 9"
VARIES
11 1
54x60

BATHROOM
CMD SD
SD
DINING
30x48
30x48
WS
REF
DW

KITCHEN
PANTRY
27 C.F.
30x48
30x48 54x60
30x48
30x48
19' - 4"
LIVING
CMD SD
21' - 9"
1 2
4 6
7 8
3 5
15"
30x48
30x48
54x60
2' - 6"

BATHROOM
54x60
CMD SD

BEDROOM
SD
LIVING
30x48
30x48
30x48
30x48
WS
REF
DW

PANTRY KITCHEN
27 C.F.
30x48
30x48
DINING
VARIES
CMD SD
SD
1 2
3 4
5 6
7 8
A-A6.06
1 30x48
30x48
54x60
54x60
2' - 6"
54x60
30x48
30x48

BATHROOM
54x60
CMD SD

BEDROOM
SD
SD
SD
LIVING
1 2
2 4
30x48
30x48
WS
REF
DW

KITCHEN
PANTRY
27 C.F. 30x48
30x48
DINING
8' - 2"
15' - 11"
19' - 4"

WALK-IN
CLOSET
CMD
SD
19' - 4"
1 2
3 4
5 6
7 8
30x48
30x48
A-A6.06
3 A-A6.06 4
1 2' - 6"
CMD SD

BEDROOM
LIVING

KITCHEN
30x48
30x48
DINING

BEDROOM

WALK-IN
CLOSET
SD
SD
SD
54x60
30x48
30x48
30x48
30x48
19' - 5"
17' - 11"
45' - 4"
17' - 11"
2 4 5 3
6 7 8
54x60
CMD SD
54x60
30x48
SD
30x48

WS REF DW PANTRY
27 C.F.
54x60
15"
54x60
54x60

BATHROOM
SD
DINING
WS
REF
DW

KITCHEN
PANTRY
30x48
30x48
LIVING
CMD SD
30x48
30x48
CMD SD
54x60
7' - 9" 10' - 2"
10' - 6" 11' - 8"
22' - 3"
6' - 5" 11' - 6"
1 2
4 6
7 8
3 5
15"
30x48
30x48
54x60
54x60
DINING
WS

DW KITCHEN
PANTRY
LIVING
30x48
30x48
CMD SD
54x60

BATHROOM
SD
SD CMD
30x48
30x48
REF
30x48
30x48
22' - 4"
7' - 7" 14' - 9"
17' - 11"
17' - 11"
7' - 10" 10' - 1"
1 2
4 6
7 8
3 5
15"
30x48
30x48
LEGEND

ASSISTED LISTENING DEVICES AND SYSTEM
COMPLYING WITH 2022 CBC 11B-706.

SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION
APPROX., AND TBD BY SPRINKLER
CONTRACTOR PRIOR TO BIDDING. GC TO

COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED

TO TERMINATE OUTSIDE OF THE BUILDING
SD

SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)
ELECTRICAL LOW VOLTAGE SEE 9/H-A5.41
THRESHOLD. SEE 1/A6.11

CMD CARBON MONOXIDE DETECTOR
(HARD WIRED W/ BATTERY BACK-UP)
A.S.L.

SMART THERMOSTAT (ENERGY STAR).

T BRAEBURN MODEL 7205 (SEE G1.60)

MEDIA BOX (SEE ELECTRICAL PLANS) MB

ELECTRICAL OUTLETS SHALL BE NO
LOWER THAN 20" A.F.F. IN ANY SITUATION
(SEE ELECTRICAL PLAN FOR LOCATIONS)

ELECTRICAL PANEL SEE
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
1/4" = 1'-0"
A-A6.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A- ENLARGED UNIT PLANS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/22/25
1/4" = 1'-0"
1 STUDIO TYPE A
1/4" = 1'-0"
4 1 BEDROOM TYPE A
1/4" = 1'-0"
5 1 BEDROOM TYPE B
1/4" = 1'-0"
6 2 BEDROOM TYPE A
1/4" = 1'-0"
2 STUDIO TYPE B
1 ACCESSIBLE TURN-AROUND SPACE (5' - 0" D.I.A.)
2 ACCESSIBLE MANEUVERING SPACE (SIZE PER
PLAN)
3 FURNITURE SHOWN FOR REFERENCE ONLY
(N.I.C.)
4 WINDOWS ARE SHOWN FOR REFERENCE ONLY.

SEE THE A2 - SERIES AND A6 - SERIES FOR MORE
INFORMATION.
5 EXTERIOR AND INTERIOR RATED WALL

ASSEMBLIES SEPARATING UNITS ARE SHOWN
FOR REFERENCE ONLY. REFER TO A2 - SERIES
AND A5 - SERIES FOR MORE INFO.
6 15" MDF SHELF W/ CLOSET POLE (TYP. ALL

BEDROOMS)
7 SMOKE ALARMS AND CARBON MONOXIDE

ALARMS SHALL BE INTERCONNECTED IN SUCH A

MANNER THAT THE ACTIVATION OF ONE ALARM

WILL ACTIVATE ALL THE ALARMS IN THE
INDIVIDUAL UNIT. REQUIRED SMOKE ALARMS

SHALL RECEIVE THEIR PRIMARY POWER FROM

THE BUILDING WIRING AND SHALL BE EQUIPPED
WITH A BATTERY BACK UP.
8 EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DEDUCTED

TO TERMINATE OUTSIDE OF THE BUILDING AND
HUMIDITY CONTROLLED.
1/4" = 1'-0"
3 STUDIO TYPE C

PROVIDE STROBE AND HORN ALARM APPLIANCE WITHIN
THE DWELLING UNIT (NEAR SMOKE DETECTION SYSTEM).

SUCH APPLIANCE SHOULD BE ACTIVATED UPON

ACTIVATION OF THE BUILDING FIRE ALARM AND THE
UNIT'S SMOKE ALARM SYSTEM.

PROVIDE A HARDWIRED ELECTRIC DOORBELL AT UNIT

ENTRANCE WHICH INITIATES AN AUDIBLE TONE AND A
VISIBLE SIGNAL WITHIN THE DWELLING UNIT W/ 180
DEGREE RANGE OF VIEW (MANUF: SONIC ALERT DB 200
OR APPROVED EQUAL. )

PROVIDE SMOKE DETECTION SYSTEM AND CARBON

MONOXIDE DETECTION SYSTEM
COMMUNICATION FEATURES:
-
-
-
ALL COMMUNICATION FEATURE UNITS (SEE G0.00) SHALL

HAVE THE FOLLOWING FEATURES COMPLYING WITH SECTION
11B-809.5 OF THE 2010 ADA STANDARDS:

ACCESSIBLE ROUTE WITHIN RESIDENTIAL UNIT
KITCHEN COMPLYING WITH 11B-804
BATHROOM COMPLYING WITH 11B-603

MOBILITY FEATURES
-
-
-
ALL MOBILITY FEATURE UNITS (SEE G0.00) SHALL HAVE THE
FOLLOWING MOBILITY FEATURES COMPLYING W/ 11B-809.2
THROUGH 11B-809.4 OF THE 2010 ADA STANDARDS:

ALL VISIBLE ALARM APPLIANCES SHALL PROVIDE NOTIFICATION OF

RESIDENTIAL DWELLING UNIT SMOKE DETECTION, FIRE ALARM
ACTIVATION, AND CARBON MONOXIDE DETECTION. ALL OTHER USES

FOR SAID APPLIANCES SHALL BE PROHIBITED
?
?
4 5 6 7
B B
A A

LEASING
213A
OFFICE
210A
OFFICE
208A
OFFICE
207A
OFFICE
206A
CONF. RM
209A
RR
212A
5' - 3"
2' - 6
CMD SD "
SD
CMD SD
SD
SD
SD
54x60
54x60
SD
54x60
SD
SD
54x60
5' - 1"

BREAK RM
211A
SD
1 2
3 4
5 7
54x60
OFFICE
207A
OFFICE
207A
54x60
54x60
OFFICE
206A
54x60
54x60
54x6054x60
54x60
54x60
54x6054x6054x6054x6054x6054x60
54x60
54x60
CMD SD
SD
SD SD
30x48
30x48
1 2 3
B B
A A

COMMUNITY
ROOM
202A

SERVERY
201A
RR
203A
STOR.
204A
CMD SD
SD
CMD SD
54x60
SD
30x48
30x48
54x60
54x60
54x60
54x60
54x60
30x48
30x48
CMD SD
1 2
3 4
5 7
8 12' - 0"
12" 12" 12" 12"
11 12
C1
D1
WASHER
WASHER
WASHER
DRYER
DRYER
DRYER

LAUNDRY
216A
54x60
CMD SD
30x48
30x48
* LAUNDRY ROOM LAYOUT IS
TYPICAL FOR BOTH FLOORS.
1 2
4 7
LEGEND

ASSISTED LISTENING DEVICES AND SYSTEM
COMPLYING WITH 2022 CBC 11B-706.

SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION
APPROX., AND TBD BY SPRINKLER
CONTRACTOR PRIOR TO BIDDING. GC TO

COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED

TO TERMINATE OUTSIDE OF THE BUILDING
SD

SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)
ELECTRICAL LOW VOLTAGE SEE 9/H-A5.41
THRESHOLD. SEE 1/A6.11

CMD CARBON MONOXIDE DETECTOR
(HARD WIRED W/ BATTERY BACK-UP)
A.S.L.

SMART THERMOSTAT (ENERGY STAR).

T BRAEBURN MODEL 7205 (SEE G1.60)

MEDIA BOX (SEE ELECTRICAL PLANS) MB

ELECTRICAL OUTLETS SHALL BE NO
LOWER THAN 20" A.F.F. IN ANY SITUATION
(SEE ELECTRICAL PLAN FOR LOCATIONS)

ELECTRICAL PANEL SEE
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
1/4" = 1'-0"
A-A6.02
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A - ENLARGED COMMON AREA
PLANS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/22/25
1/4" = 1'-0"
3 ENLARGED PLAN

OFFICES
1/4" = 1'-0"
1 ENLARGED PLAN

OFFICES
1/4" = 1'-0"
2 ENLARGED LAUNDRY ROOM
1 ACCESSIBLE TURN-AROUND SPACE (5' - 0" D.I.A.)
2 ACCESSIBLE MANEUVERING SPACE (SIZE PER
PLAN)
3 FURNITURE SHOWN FOR REFERENCE ONLY
(N.I.C.)
4 WINDOWS ARE SHOWN FOR REFERENCE ONLY.

SEE THE A2 - SERIES AND A6 - SERIES FOR MORE
INFORMATION.
5 EXTERIOR AND INTERIOR RATED WALL

ASSEMBLIES SEPARATING UNITS ARE SHOWN
FOR REFERENCE ONLY. REFER TO A2 - SERIES
AND A5 - SERIES FOR MORE INFO.
6 15" MDF SHELF W/ CLOSET POLE (TYP. ALL

BEDROOMS)
7 SMOKE ALARMS AND CARBON MONOXIDE

ALARMS SHALL BE INTERCONNECTED IN SUCH A

MANNER THAT THE ACTIVATION OF ONE ALARM

WILL ACTIVATE ALL THE ALARMS IN THE
INDIVIDUAL UNIT. REQUIRED SMOKE ALARMS

SHALL RECEIVE THEIR PRIMARY POWER FROM

THE BUILDING WIRING AND SHALL BE EQUIPPED
WITH A BATTERY BACK UP.
8 EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DEDUCTED

TO TERMINATE OUTSIDE OF THE BUILDING AND
HUMIDITY CONTROLLED.

PROVIDE STROBE AND HORN ALARM APPLIANCE WITHIN
THE DWELLING UNIT (NEAR SMOKE DETECTION SYSTEM).

SUCH APPLIANCE SHOULD BE ACTIVATED UPON

ACTIVATION OF THE BUILDING FIRE ALARM AND THE
UNIT'S SMOKE ALARM SYSTEM.

PROVIDE A HARDWIRED ELECTRIC DOORBELL AT UNIT

ENTRANCE WHICH INITIATES AN AUDIBLE TONE AND A
VISIBLE SIGNAL WITHIN THE DWELLING UNIT W/ 180
DEGREE RANGE OF VIEW (MANUF: SONIC ALERT DB 200
OR APPROVED EQUAL. )

PROVIDE SMOKE DETECTION SYSTEM AND CARBON

MONOXIDE DETECTION SYSTEM
COMMUNICATION FEATURES:
-
-
-
ALL COMMUNICATION FEATURE UNITS (SEE G0.00) SHALL

HAVE THE FOLLOWING FEATURES COMPLYING WITH SECTION
11B-809.5 OF THE 2010 ADA STANDARDS:

ACCESSIBLE ROUTE WITHIN RESIDENTIAL UNIT
KITCHEN COMPLYING WITH 11B-804
BATHROOM COMPLYING WITH 11B-603

MOBILITY FEATURES
-
-
-
ALL MOBILITY FEATURE UNITS (SEE G0.00) SHALL HAVE THE
FOLLOWING MOBILITY FEATURES COMPLYING W/ 11B-809.2
THROUGH 11B-809.4 OF THE 2010 ADA STANDARDS:

ALL VISIBLE ALARM APPLIANCES SHALL PROVIDE NOTIFICATION OF

RESIDENTIAL DWELLING UNIT SMOKE DETECTION, FIRE ALARM
ACTIVATION, AND CARBON MONOXIDE DETECTION. ALL OTHER USES

FOR SAID APPLIANCES SHALL BE PROHIBITED
LEVEL 3
786' - 0"
LEVEL 2.2
775' - 0"

ROOF LEVEL
798' - 7 17/32"
LEVEL 1
761' - 0"
LEVEL 2.1
772' - 6"

HIGH ROOF (E)
810' - 2 13/32"
CLR. HT.
7' - 4"
CLR. HT.
10' - 2"
CLR. HT.
12' - 3"
CLR. HT.
10' - 3"
20' - 1"
11' - 7" 12' - 8" 11' - 0" 2' - 6" 11' - 6"
4' - 4"
UP
CLR. WIDTH
20' - 1"
CLR. WIDTH
20' - 1"
11 TREADS @ 11" = 10' - 1" 5' - 10"
CLR. WIDTH
9' - 11"
7' - 11" 2' - 0"
23"
48" CLR.
2"
48" CLR.
2"
11" 48" CLR. 10" 48" 2"
23"
12" 44" MIN. 3"

STAIR WIDTH STAIR WIDTH

CLR WIDTH CLR WIDTH

STAIR LANDING MAIN LANDING

STAIR LANDING
47" MIN.
12" 3"
3" 44" 3"
12"

CLR WIDTH
TYP. 2
8 3895 14
154
TYP. TYP. TYP.
18 19
6 7 TREADS @ 11 = 6' - 5" 9' - 6"

MAIN LANDING
UP
CLR. WIDTH
20' - 1"
CLR. WIDTH
20' - 1"
11 TREADS @ 11" = 10' - 1" 5' - 10"
CLR. WIDTH
9' - 11"
21"
48" CLR.
2"
48" CLR.
2"
11" 48" CLR. 10" 48" 2"
23"
12" 44" MIN. 3"

STAIR WIDTH STAIR WIDTH

CLR WIDTH CLR WIDTH

STAIR LANDING MAIN LANDING

STAIR LANDING
47" MIN.
12" 3"
3" 44" 3"
CLR WIDTH 12"
TYP. 2
8 3895 14
154
TYP. TYP. TYP.
18 TYP.
19 6
15' - 11"

MAIN LANDING
6' - 6 1/8" 2' - 0"
DN
TYP.

UP
CLR. WIDTH
20' - 1"
CLR. WIDTH
20' - 1"
11 TREADS @ 11" = 10' - 1" 5' - 10"
CLR. WIDTH
9' - 11"
21"
48" CLR.
2"
48" CLR.
2"
11" 48" CLR. 10" 48" 2"
23"
12" 44" MIN. 3"

STAIR WIDTH STAIR WIDTH

CLR WIDTH CLR WIDTH

STAIR LANDING MAIN LANDING

STAIR LANDING
47" MIN.
12" 3"
3" 44" 3"
CLR WIDTH 12"
TYP. 2
8 3895 14
154
TYP. TYP. TYP.
18 TYP.
19 6
11 TREADS @ 11" = 10' - 1" 5' - 10 1/8"

MAIN LANDING
2' - 10 1/8" 2' - 0"
DN
TYP.
9 TYP.

CLR. WIDTH
20' - 1"
CLR. WIDTH
20' - 1"
CLR. WIDTH
9' - 11"
48" CLR.
2"
48" 2" STAIR WIDTH

CLR WIDTH

STAIR LANDING
50"
12"
3" 44" 3"
CLR WIDTH 12"
TYP.
8 2
3 14
154
18 TYP.
19 6
11 TREADS @ 11" = 10' - 1" 5' - 10 1/8"

MAIN LANDING
2' - 10 1/8" 2' - 0"
DN
TYP. TYP. 9
CLR. WIDTH
8' - 5 1/2"
4' - 8 1/4" 3' - 9 1/4"
CLR. WIDTH 6' - 3"
6' - 9"
7' - 0"

GURNEY LENGTH
5' - 2"*
*ALL DIMENSIONS ARE

PER EXISTING

CONDITIONS AND SHOULD
BE VERIFIED IN FIELD.
21 22
23 25 24 26
27 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:
1/4" = 1'-0"
A-A6.03
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY

APARTMENTS

BLDG A - ENLARGED STAIRS/ ELEVATOR
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
1/4" = 1'-0"
02/12/26
5 INTERIOR STAIR SECTION (NEW)
1/4" = 1'-0"
1 STAIR #2 (LEVEL 1)

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. LOW PARAPET WALL (SEE 4/H-A5.52)
INTERIOR METAL STAIR (SEE 2/H-A5.31)
INTERIOR METAL STAIR LANDING (SEE 2D/H-A5.31)
NON-RATED WOOD FRAMED LANDING (SEE 1/H-A5.31)
WARNING STRIP (SEE 16/H-G4.50)
STAIRWAY SIGNAGE (SEE 12/H-G4.50)
36" TALL FLOOR-MOUNTED CAIN RAIL (SEE 3/H-A5.31)
36" HIGH WALL-MOUNTED HANDRAIL (SEE 17/H-G4.50)
42" METAL GUARDRAIL W/ HANDRAIL (SEE 1/H-A5.32)
1-HOUR WOOD FRAMED ROOF ASSEMBLY (SEE 1/H-A5.22)
1-HOUR WOOD FRAMED WALKWAY (SEE 1/H-A5.22)

CONCRETE SLAB ON-GRADE (PER STRUCTURAL)

CONCRETE PODIUM (SEE STRUCTURAL DRAWINGS)
CLASS 1 STANDPIPE AT ALL STAIRS THROUGH TO ROOF
COMBINED WITH AUTOMATIC SPRINKLER SYSTEM . TYP.

WALL-MOUNTED METAL CANE RAIL
48" X 48" TYPE NB ROOF HATCH-SHIP STAIR ACCESS,
SEE G1.60. (PROVIDE CURB 8" MIN. PER

MANUFACTURER RECOMMENDATIONS)
TYPE DSH-AUTOMATIC SMOKE VENT, SEE G1.60
(MANUFACTURER: BILCO OR APPROVED EQUAL)
WALLS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR WALL TYPES
EXIT DOORS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR DOOR TAG REFERENCES
AND DOOR SCHEDULE FOR MORE INFORMATION.

WALL MOUNTED CANE DETECTION
EXISTING ELEVATOR SHAFT AND CAB TO REMAIN.

ELEVATOR CALL BUTTON.
42" WIDE ELEVATOR DOOR (EXISTING TO REMAIN)

ELEVATOR EQUIPMENT AND GUIDE RAILS SHOWN FOR
REFERENCE ONLY. (EXISTING TO REMAIN)
24" x 84" AMBULATORY GURNEY / STRETCHER
36" HIGH WALL-MOUNTED METAL HANDRAIL (EXISTING TO

REMAIN)

TWO WAY COMMUNICATION COMPLYING WITH SECTIONS
1009.8.1 AND 1009.8.2 PROVIDED AT THE ELEVATOR LANDING.

SIGNAGE AND DIRECTIONS OF USE FOR THE

COMMUNICATION SYSTEM POSTED CLEARLY, COMPLYING
WITH 11B-703.5.

KEYNOTES
1/4" = 1'-0"
2 STAIR #2 (LEVEL 2)
1/4" = 1'-0"
3 STAIR #2 (LEVEL 3)
1/4" = 1'-0"
4 STAIR #2 (ROOF LEVEL)
1/4" = 1'-0"
6 ELEVATOR CAB (TYP.)
15"-16"
MIN. WIDTH
7' - 2" CLR.

CLR.
49"

BASE CABINET
37"
MIN. / MAX.

17.5" - 18" 31" 12" 24"
1"
MAX.
6" 12"

GRAB BAR
24" 7"
CLR.
6 1/4"
15"

BASE CABINET
COUNTER 1"
9' - 9" CLR.

MIN. WIDTH
2" CLR. WIDTH 30" MIN.
1" GRAB BAR 24" 5"
MIN. WIDTH
7' - 2" CLR.
6 3/8"
MIN. LENGTH
60" CLR. 19 1/2"
24"

GRAB BAR
24" 12"
9' - 9" CLR.

MIN. WIDTH
12"

GRAB BAR
42" 34"

GRAB BAR
24" 5"
48" CLR. MIN. PER MANUFACTURER
12" 34" 7" - 9"
30x48
30x48
54x60
36x48
SD
1B 1D
1A
1C
1 2
34 5
6 11
12 13
14 15
16 17
18 19
21 22
23 24
25 17 13
19 TYP. TYP.

TYP.
2 7
28 CLR. CEILING HT.
7' - 6" MIN.
1' - 1" 6' - 5"
8" 29"
CLR. CEILING HT.
7' - 6" MIN.
40" A.F.F.
15" A.F.F.

T.O GRAB BAR
34" A.F.F.
8" 29"
17"-19"
A.F.F.

A.F.F.
3 27"
16 13
17 13
11 20
5 204
TO T.O. OUTLET
19" A.F.F.

A.F.F.
15" - 17"
7" - 9"
CLR. CEILING HT.
7' - 6" MIN.
76" A.F.F.

TO T.O. GRAB BAR
33" A.F.F.
15" A.F.F.
29" 8"
TO T.O. TOWEL BAR
40" A.F.F.

TO T.O. GRAB BAR
34" A.F.F.
2 17
TYP.
10 13
TYP.
12 20
3 17
TYP.
13 TYP.
11 6
6' - 4" A.F.F.
46" A.F.F.
8" 29"
TO T.O. GRAB BAR
34" A.F.F.

A.F.F.
17" - 19"
15" A.F.F.
7 1/2" 2"
27" A.F.F.

CLR. CEILING HT.
7' - 6" MIN.

TO B.O. REFLECTING SURFACE
40" A.F.F.

TO T.O. SINK RIM
34" A.F.F.
32 1/2"
3 45
11 20
1 14
15 20
21 22
23 25
CLR. CEILING HT.
7' - 6" MIN.

CLR. CEILING HT.
7' - 6" MIN.

A.F.F.
15" - 17"
TO T.O. OUTLET
17" A.F.F.

TO B.O. GRAB BAR/SINK RIM
34" A.F.F.
32 1/2"
34" A.F.F.

TO B.O. REFLECTING SURFACE
40" A.F.F.
8" 29"
141
15 21
23 2
10 6
13 17
20 15"-16"
30x48
30x48
36x48
13 17
TYP. TYP.
141
21 15
23 25
19 18
12 54
3 13
TYP.
17 16 24
1962
2A
2C
2D 2B
SD
22 9' - 9" CLR.

MIN. WIDTH
12"

GRAB BAR
42" 34"

GRAB BAR
24" 5"
PER MANUFACTURER 48" CLR. MIN.
7" - 9" 34" 12"
MIN. WIDTH
7' - 4" CLR.

CLR.
51"

BASE CABINET
37"
1"
24" 12" 33"
MIN. / MAX.

17.5" - 18"
9"

GRAB BAR
24" 12"
MAX.
6"
CLR.
8 1/4"
9' - 9" CLR.

MIN. WIDTH
COUNTER 1"
15"

BASE CABINET
1" GRAB BAR 24" 5"
2" CLR. WIDTH 30" MIN.

MIN. WIDTH
7' - 4" CLR.
22 1/8"
MIN. LENGTH
60" CLR.
6 1/8"
24"

GRAB BAR
12" 24"
2 7
28 CLR. CEILING HT.
7' - 6" MIN.
1' - 1" 6' - 5"
8" 29"
40" A.F.F.
15" A.F.F.

T.O GRAB BAR
34" A.F.F.
8" 29"
A.F.F.
17" - 19"
A.F.F.
27"
3 16
13 17
13 11
5 20
20 4
CLR. CEILING HT.
7' - 6" MIN.

TO T.O. OUTLET
19" A.F.F.

A.F.F.
15" - 17"
7" - 9"
CLR. CEILING HT.
7' - 6" MIN.
76" A.F.F.

TO T.O. GRAB BAR
33" A.F.F.
15" A.F.F.
29" 8"
TO T.O. TOWEL BAR
40" A.F.F.

TO T.O. GRAB BAR
34" A.F.F.
2 17
TYP.
10 13
TYP.
12 20
3 17
TYP.
13 TYP.
11 6
CLR. CEILING HT.
7' - 6" MIN.

CLR. CEILING HT.
7' - 6" MIN.

A.F.F.
15" - 17"
TO T.O. OUTLET
17" A.F.F.

TO B.O. GRAB BAR/SINK RIM
34" A.F.F.
32 1/2"
34" A.F.F.

TO B.O. REFLECTING SURFACE
40" A.F.F.
8" 29"
141
15 21
23 2
10 6
13 17
20 6' - 4" A.F.F.
46" A.F.F.
8" 29"
TO T.O. GRAB BAR
34" A.F.F.

A.F.F.
17" - 19"
15" A.F.F.
7 1/2" 2"
27" A.F.F.

CLR. CEILING HT.
7' - 6" MIN.

TO B.O. REFLECTING SURFACE
40" A.F.F.

TO T.O. SINK RIM
34" A.F.F.
32 1/2"
3 45
11 20
1 14
15 20
21 22
23 25
LEGEND

ASSISTED LISTENING DEVICES AND SYSTEM
COMPLYING WITH 2022 CBC 11B-706.

SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION
APPROX., AND TBD BY SPRINKLER
CONTRACTOR PRIOR TO BIDDING. GC TO

COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED

TO TERMINATE OUTSIDE OF THE BUILDING
SD

SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)
ELECTRICAL LOW VOLTAGE SEE 9/H-A5.41
THRESHOLD. SEE 1/A6.11

CMD CARBON MONOXIDE DETECTOR
(HARD WIRED W/ BATTERY BACK-UP)
A.S.L.

SMART THERMOSTAT (ENERGY STAR).

T BRAEBURN MODEL 7205 (SEE G1.60)

MEDIA BOX (SEE ELECTRICAL PLANS) MB

ELECTRICAL OUTLETS SHALL BE NO
LOWER THAN 20" A.F.F. IN ANY SITUATION
(SEE ELECTRICAL PLAN FOR LOCATIONS)

ELECTRICAL PANEL SEE
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
A-A6.04
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A - ENLARGED BATHROOMS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/22/25
1 LAVATORY W/ INSULATED DRAIN AND HOT

WATER PIPE
2 WATER CLOSET (WITH MAX. OF 1.28 GALLON PER

FLUSH) LOCATE FLUSH CONTROL ON OPEN SIDE

IN ALL UNITS
3 30" x 60" ADA ACCESSIBLE FIBERGLASS TUB W/

SHATTER PROOF ENCLOSURE
4 SPOUT SHALL BE CENTERED WITHIN TUB

ENCLOSURE, AND VALVE SHALL BE WITHIN

ACCESSIBLE REACH RANGE ON FRONT END OF
TUB. VALVE CONTROLS TO COMPLY WITH 2022
CBC 11B - 309.4 OPERATION REQUIREMENTS
5 HAND HELD SHOWERHEAD W/ 24" SLIDE BAR AND
60" HOSE. SLIDE BAR CENTERED WITHIN TUB,

AND THE SHOWER HEAD SHALL HAVE A
MAXIMUM FLOW RATE OF 2.0 GPM
6 TOILET PAPER HOLDER (SEE1/...)
7 TOILET SEAT COVER DISPENSER (SEE 1/...)
8 SOAP DISPENSER (SEE 1/...)
9 PAPER TOWEL DISPENSER / DISPOSAL UNIT,
RECESSED INTO STUD WALL (SEE 1/...)
10 VINYL BASE (TYP.)
11 ROD & SHOWER CURTAIN
12 TOWEL BAR (SEE 1/...)
13 GRAB BAR (SEE 4/...)
14 MIRROR (40" A.F.F. MEASURED TO REFLECTING

SURFACE)
15 18" x 26" MEDICINE CABINET WITH MIRROR.

PROVIDE USABLE SHELF NO HIGHER THAN 40"
A.F.F.
16 PROVIDE NON - PERMANENT SEAT IN BATHTUB
PER 11B - 607.4.2, 11B - 610.2, 11B 610.4 AT

ADA/MOBILITY UNITS
17 PROVIDE CONTINUOUS WALL REINFORCEMENT

FOR INSTALLATION OF FUTURE NON -

PERMANENT SEAT AND GRAB BAR INSTALLATION
(SEE 5/...)
18 5' - 0" DIAMETER TURN - AROUND (TYP.)
19 48" x 30" CLEAR SPACE
20 GYPSUM WALL BOARD "TYPE X", PAINTED FINISH.

PAINTED 5/8" DENS ARMOR PLUS AT ALL WET
LOCATIONS (EG: BEHIND SINK, WC, AND TUB)
21 SOLID SURFACE COUNTERTOP W/ 6" SPLASH.

GENERAL CONTRACTOR SHALL CUT ROUGH

OPENINGS IN SPLASH FOR WALL CONTROLS AND

OUTLETS
22 CORBEL SUPPORT
23 REMOVABLE BASE CABINET AND FINISHED
FLOOR BELOW WITH KNEE AND TOE CLR.

PROVIDED. FOR WATER PIPE (SEE 2/...). VANITY

TO BE CONFIGURED SUCH THAT WHEN BASE
CABINETRY IS REMOVED. THERE SHALL ONLY BE
A CORBEL TYPE SUPPORT ON EITHER SIDE. SEE
1A/...)
24 WALLS ARE SHOWN FOR REFERENCE ONLY.

REFER TO OVERALL FLOOR PLANS FOR WALL
TYPES
25 DOORS ARE SHOWN FOR REFERENCE ONLY.

REFER TO OVERALL FLOOR PLANS FOR DOOR

TAG REFERENCES AND DOOR SCHEDULE FOR

MORE INFORMATION
26 MDF SHELVING UNIT W/ CORBEL SUPPORT
27 EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DEDUCTED

TO TERMINATE OUTSIDE OF THE BUILDING AND
HUMIDITY CONTROLLED.
28 SMOKE ALARMS AND CARBON MONOXIDE

ALARMS SHALL BE INTERCONNECTED IN SUCH A

MANNER THAT THE ACTIVATION OF ONE ALARM

WILL ACTIVATE ALL THE ALARMS IN THE
INDIVIDUAL UNIT. REQUIRED SMOKE ALARMS

SHALL RECEIVE THEIR PRIMARY POWER FROM

THE BUILDING WIRING AND SHALL BE EQUIPPED
WITH A BATTERY BACK UP.
1/2" = 1'-0"
1 ENLARGED BATHROOM - 1BD TYPICAL PLAN
1/2" = 1'-0"
1A
ENLARGED BATHROOM - 1BD ELEVATION 1A
1/2" = 1'-0"
1B ENLARGED BATHROOM - 1BD ELEVATION 1B
1/2" = 1'-0"
1D ENLARGED BATHROOM - 1BD ELEVATION 1D
1/2" = 1'-0"
1C
ENLARGED BATHROOM - 1BD ELEVATION 1C
1/2" = 1'-0"
2 ENLARGED BATHROOM - S TYPICAL PLAN
1/2" = 1'-0"
2A
ENLARGED BATHROOM - S ELEVATION 2A
1/2" = 1'-0"
2B ENLARGED BATHROOM - S ELEVATION 2B
1/2" = 1'-0"
2C
ENLARGED BATHROOM - S ELEVATION 2C
1/2" = 1'-0"
2D ENLARGED BATHROOM - S ELEVATION 2D

PROVIDE STROBE AND HORN ALARM APPLIANCE WITHIN
THE DWELLING UNIT (NEAR SMOKE DETECTION SYSTEM).

SUCH APPLIANCE SHOULD BE ACTIVATED UPON

ACTIVATION OF THE BUILDING FIRE ALARM AND THE
UNIT'S SMOKE ALARM SYSTEM.

PROVIDE A HARDWIRED ELECTRIC DOORBELL AT UNIT

ENTRANCE WHICH INITIATES AN AUDIBLE TONE AND A
VISIBLE SIGNAL WITHIN THE DWELLING UNIT W/ 180
DEGREE RANGE OF VIEW (MANUF: SONIC ALERT DB 200
OR APPROVED EQUAL. )

PROVIDE SMOKE DETECTION SYSTEM AND CARBON

MONOXIDE DETECTION SYSTEM
COMMUNICATION FEATURES: ---
ALL COMMUNICATION FEATURE UNITS (SEE G0.00) SHALL

HAVE THE FOLLOWING FEATURES COMPLYING WITH SECTION
11B-809.5 OF THE 2010 ADA STANDARDS:

ACCESSIBLE ROUTE WITHIN RESIDENTIAL UNIT
KITCHEN COMPLYING WITH 11B-804
BATHROOM COMPLYING WITH 11B-603

MOBILITY FEATURES ---
ALL MOBILITY FEATURE UNITS (SEE G0.00) SHALL HAVE THE
FOLLOWING MOBILITY FEATURES COMPLYING W/ 11B-809.2
THROUGH 11B-809.4 OF THE 2010 ADA STANDARDS:

ALL VISIBLE ALARM APPLIANCES SHALL PROVIDE NOTIFICATION OF

RESIDENTIAL DWELLING UNIT SMOKE DETECTION, FIRE ALARM
ACTIVATION, AND CARBON MONOXIDE DETECTION. ALL OTHER USES

FOR SAID APPLIANCES SHALL BE PROHIBITED
30x48
30x48
48x48
SD
7' - 11" CLR.

MIN. WIDTH
74" 21"
15" 6"
MIN. WIDTH
9' - 3" CLR.
18" 57" 36"
6" - 7"
12" 24" 33" 12" 10" 15"
2"
19" 11"
4"
10"
7' - 11" CLR.

MIN. WIDTH
32" 23" 41"
12" 27" 15" 29" 13"
MIN. WIDTH
9' - 3" CLR.
72" 39"
30" 60" 21"
267
8 9
18 19
17 13
TYP.
1 14
25 3A
3C
3D 3B
7" - 9"
36"
MAX.
4"
48"
2 7
28 21"
LEGEND

ASSISTED LISTENING DEVICES AND SYSTEM
COMPLYING WITH 2022 CBC 11B-706.

SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION
APPROX., AND TBD BY SPRINKLER
CONTRACTOR PRIOR TO BIDDING. GC TO

COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED

TO TERMINATE OUTSIDE OF THE BUILDING
SD

SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)
ELECTRICAL LOW VOLTAGE SEE 9/H-A5.41
THRESHOLD. SEE 1/A6.11

CMD CARBON MONOXIDE DETECTOR
(HARD WIRED W/ BATTERY BACK-UP)
A.S.L.

SMART THERMOSTAT (ENERGY STAR).

T BRAEBURN MODEL 7205 (SEE G1.60)

MEDIA BOX (SEE ELECTRICAL PLANS) MB

ELECTRICAL OUTLETS SHALL BE NO
LOWER THAN 20" A.F.F. IN ANY SITUATION
(SEE ELECTRICAL PLAN FOR LOCATIONS)

ELECTRICAL PANEL SEE
TO T.O. GRAB BAR
34" A.F.F.

TO B.O. REFLECTING SURFACE
40" A.F.F.

CLR. CEILING HT.
7' - 6" MIN.

TO T.O. SINK RIM
34" A.F.F.

CLR. CEILING HT.
7' - 6" MIN.

TO OPERABLE PART
40" A.F.F.
6"
36"
17 4"
136
17" - 19"
TO T.O. OUTLET
19" A.F.F.
2 10
21 221
148
8" 29"
37"
8" 29"
TO T.O. GRAB BAR
34" A.F.F.

A.F.F.
19" A.F.F.
17" - 19"
CLR. CEILING HT.
7' - 6" MIN.
7"-9"
136
177
2029
10 CLR. CEILING HT.
7' - 6" MIN.

TO OPERABLE PART
40" A.F.F.
22 10
1 218
14 TO B.O. REFLECTING SURFACE
40"
TO T.O. SINK RIM
34" A.F.F.

CLR. CEILING HT.
7' - 6" MIN.

MEASURED TO CONTROLS
40" A.F.F.
9 207
10 25
30x48
30x48
48x48
SD
4B
4D
4A 4C
36"
48"
21"
MAX.
4"
7" - 9"
7' - 5" CLR.

MIN. WIDTH
49" 40"
20" 47" 22"
MIN. WIDTH
7' - 2" CLR.
12" 27" 15" 23" 9"
32" 23" 32"
7' - 5" CLR.

MIN. WIDTH
18" 35" 36"
6" 12" 24" 11" 12" 10" 15"
2" 19" 11" 4"
MIN. WIDTH
7' - 2" CLR.
21" 65"
15" 6"
10"
2 1727
13 TYP. 18
14 25
19 18976
28 TO T.O. GRAB BAR
34" A.F.F.

TO B.O. REFLECTING SURFACE
40" A.F.F.

CLR. CEILING HT.
7' - 6" MIN.

TO T.O. SINK RIM
34" A.F.F.

CLR. CEILING HT.
7' - 6" MIN.

TO OPERABLE PART
40" A.F.F.
6"
36"
17 4"
136
17" - 19"
TO T.O. OUTLET
19" A.F.F.
2 10
21 221
148
8" 29"
37"
CLR. CEILING HT.
7' - 6" MIN.

TO OPERABLE PART
40" A.F.F.
22 10
1 218
14 TO B.O. REFLECTING SURFACE
40"
TO T.O. SINK RIM
34" A.F.F.

CLR. CEILING HT.
7' - 6" MIN.

MEASURED TO CONTROLS
40" A.F.F.
9 207
10 25
8" 29"
TO T.O. GRAB BAR
34" A.F.F.

A.F.F.
19" A.F.F.
17" - 19"
CLR. CEILING HT.
7' - 6" MIN.
7"-9"
136
177
2029
10 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
A-A6.05
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A - ENLARGED BATHROOMS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/22/25
1 LAVATORY W/ INSULATED DRAIN AND HOT

WATER PIPE
2 WATER CLOSET (WITH MAX. OF 1.28 GALLON PER

FLUSH) LOCATE FLUSH CONTROL ON OPEN SIDE

IN ALL UNITS
3 30" x 60" ADA ACCESSIBLE FIBERGLASS TUB W/

SHATTER PROOF ENCLOSURE
4 SPOUT SHALL BE CENTERED WITHIN TUB

ENCLOSURE, AND VALVE SHALL BE WITHIN

ACCESSIBLE REACH RANGE ON FRONT END OF
TUB. VALVE CONTROLS TO COMPLY WITH 2022
CBC 11B - 309.4 OPERATION REQUIREMENTS
5 HAND HELD SHOWERHEAD W/ 24" SLIDE BAR AND
60" HOSE. SLIDE BAR CENTERED WITHIN TUB,

AND THE SHOWER HEAD SHALL HAVE A
MAXIMUM FLOW RATE OF 2.0 GPM
6 TOILET PAPER HOLDER (SEE1/...)
7 TOILET SEAT COVER DISPENSER (SEE 1/...)
8 SOAP DISPENSER (SEE 1/...)
9 PAPER TOWEL DISPENSER / DISPOSAL UNIT,
RECESSED INTO STUD WALL (SEE 1/...)
10 VINYL BASE (TYP.)
11 ROD & SHOWER CURTAIN
12 TOWEL BAR (SEE 1/...)
13 GRAB BAR (SEE 4/...)
14 MIRROR (40" A.F.F. MEASURED TO REFLECTING

SURFACE)
15 18" x 26" MEDICINE CABINET WITH MIRROR.

PROVIDE USABLE SHELF NO HIGHER THAN 40"
A.F.F.
16 PROVIDE NON - PERMANENT SEAT IN BATHTUB
PER 11B - 607.4.2, 11B - 610.2, 11B 610.4 AT

ADA/MOBILITY UNITS
17 PROVIDE CONTINUOUS WALL REINFORCEMENT

FOR INSTALLATION OF FUTURE NON -

PERMANENT SEAT AND GRAB BAR INSTALLATION
(SEE 5/...)
18 5' - 0" DIAMETER TURN - AROUND (TYP.)
19 48" x 30" CLEAR SPACE
20 GYPSUM WALL BOARD "TYPE X", PAINTED FINISH.

PAINTED 5/8" DENS ARMOR PLUS AT ALL WET
LOCATIONS (EG: BEHIND SINK, WC, AND TUB)
21 SOLID SURFACE COUNTERTOP W/ 6" SPLASH.

GENERAL CONTRACTOR SHALL CUT ROUGH

OPENINGS IN SPLASH FOR WALL CONTROLS AND

OUTLETS
22 CORBEL SUPPORT
23 REMOVABLE BASE CABINET AND FINISHED
FLOOR BELOW WITH KNEE AND TOE CLR.

PROVIDED. FOR WATER PIPE (SEE 2/...). VANITY

TO BE CONFIGURED SUCH THAT WHEN BASE
CABINETRY IS REMOVED. THERE SHALL ONLY BE
A CORBEL TYPE SUPPORT ON EITHER SIDE. SEE
1A/...)
24 WALLS ARE SHOWN FOR REFERENCE ONLY.

REFER TO OVERALL FLOOR PLANS FOR WALL
TYPES
25 DOORS ARE SHOWN FOR REFERENCE ONLY.

REFER TO OVERALL FLOOR PLANS FOR DOOR

TAG REFERENCES AND DOOR SCHEDULE FOR

MORE INFORMATION
26 MDF SHELVING UNIT W/ CORBEL SUPPORT
27 EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DEDUCTED

TO TERMINATE OUTSIDE OF THE BUILDING AND
HUMIDITY CONTROLLED.
28 SMOKE ALARMS AND CARBON MONOXIDE

ALARMS SHALL BE INTERCONNECTED IN SUCH A

MANNER THAT THE ACTIVATION OF ONE ALARM

WILL ACTIVATE ALL THE ALARMS IN THE
INDIVIDUAL UNIT. REQUIRED SMOKE ALARMS

SHALL RECEIVE THEIR PRIMARY POWER FROM

THE BUILDING WIRING AND SHALL BE EQUIPPED
WITH A BATTERY BACK UP.
1/2" = 1'-0"
3 ENLARGED BATHROOM - COMMON AREA PLAN

PROVIDE STROBE AND HORN ALARM APPLIANCE WITHIN
THE DWELLING UNIT (NEAR SMOKE DETECTION SYSTEM).

SUCH APPLIANCE SHOULD BE ACTIVATED UPON

ACTIVATION OF THE BUILDING FIRE ALARM AND THE
UNIT'S SMOKE ALARM SYSTEM.

PROVIDE A HARDWIRED ELECTRIC DOORBELL AT UNIT

ENTRANCE WHICH INITIATES AN AUDIBLE TONE AND A
VISIBLE SIGNAL WITHIN THE DWELLING UNIT W/ 180
DEGREE RANGE OF VIEW (MANUF: SONIC ALERT DB 200
OR APPROVED EQUAL. )

PROVIDE SMOKE DETECTION SYSTEM AND CARBON

MONOXIDE DETECTION SYSTEM
COMMUNICATION FEATURES: ---
ALL COMMUNICATION FEATURE UNITS (SEE G0.00) SHALL

HAVE THE FOLLOWING FEATURES COMPLYING WITH SECTION
11B-809.5 OF THE 2010 ADA STANDARDS:

ACCESSIBLE ROUTE WITHIN RESIDENTIAL UNIT
KITCHEN COMPLYING WITH 11B-804
BATHROOM COMPLYING WITH 11B-603

MOBILITY FEATURES ---
ALL MOBILITY FEATURE UNITS (SEE G0.00) SHALL HAVE THE
FOLLOWING MOBILITY FEATURES COMPLYING W/ 11B-809.2
THROUGH 11B-809.4 OF THE 2010 ADA STANDARDS:

ALL VISIBLE ALARM APPLIANCES SHALL PROVIDE NOTIFICATION OF

RESIDENTIAL DWELLING UNIT SMOKE DETECTION, FIRE ALARM
ACTIVATION, AND CARBON MONOXIDE DETECTION. ALL OTHER USES

FOR SAID APPLIANCES SHALL BE PROHIBITED
1/2" = 1'-0"
3A
ENLARGED BATHROOM - COM. AREA ELEVATION 1A
1/2" = 1'-0"
3D ENLARGED BATHROOM - COM. AREA ELEVATION 1D
1/2" = 1'-0"
3B ENLARGED BATHROOM - COM. AREA ELEVATION 1B
1/2" = 1'-0"
3C
ENLARGED BATHROOM - COM. AREA ELEVATION 1C
1/2" = 1'-0"
4 ENLARGED BATHROOM - OFFICES PLAN
1/2" = 1'-0"
4A
ENLARGED BATHROOM - OFFICES ELEVATION 4A
1/2" = 1'-0"
4B ENLARGED BATHROOM - OFFICES ELEVATION 4B
1/2" = 1'-0"
4C
ENLARGED BATHROOM - OFFICES ELEVATION 4C
1/2" = 1'-0"
4D ENLARGED BATHROOM - OFFICES ELEVATION 4D
?
?
LEGEND

ASSISTED LISTENING DEVICES AND SYSTEM
COMPLYING WITH 2022 CBC 11B-706.

SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION
APPROX., AND TBD BY SPRINKLER
CONTRACTOR PRIOR TO BIDDING. GC TO

COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED

TO TERMINATE OUTSIDE OF THE BUILDING
SD

SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)
ELECTRICAL LOW VOLTAGE SEE 9/H-A5.41
THRESHOLD. SEE 1/A6.11

CMD CARBON MONOXIDE DETECTOR
(HARD WIRED W/ BATTERY BACK-UP)
A.S.L.

SMART THERMOSTAT (ENERGY STAR).

T BRAEBURN MODEL 7205 (SEE G1.60)

MEDIA BOX (SEE ELECTRICAL PLANS) MB

ELECTRICAL OUTLETS SHALL BE NO
LOWER THAN 20" A.F.F. IN ANY SITUATION
(SEE ELECTRICAL PLAN FOR LOCATIONS)

ELECTRICAL PANEL SEE
56"
30X48 T
30X48 T
30X48 T
REF.

CLR.
ø 5' - 0"
12 3
DW.

PANTRY
45 6
7 89
10 11
12 13
14 15
16 17
18 19
20 A-A6.06 1A
1B
1C
2 DISHWASHER
24"
RESERVED FOR REF.
103" MIN.
1"
10' - 8"
A.F.F.
15"
40" A.F.F.
3' - 3"
50% OF FREEZER STORAGE
54" A.F.F.
142
58 199 16
203
7 11
14 6 10
18 72" 3"
DOOR CLR.
36"
CEILING HT.
7' - 6" CLR.

T.O. SINK RIM
34" A.F.F.

A.F.F.
15"
1 4
5 9
16 3
7 11
14 106
18 CEILING HT.
7' - 6" CLR.
7' - 6"
11 14
6 CEILING HT.
7' - 6" CLR.
90"

UPPER CABINET
7' - 6"
30X48 T
30X48 T
CLR.
ø 5' - 0"
30X48 T 30X48 T

OVERALL
15' - 5"
7' - 7" 7' - 10"

WORKSPACE
32"

W/ REMOVABLE CABINET
36" SINK

DISHWASHER
24" 2" 1" RANGE 30" 1" RESERVED FOR REF. 34" CLR. 1" PANTRY 24"

COUNTER
2' - 0" DW. REF. PANTRY
12"
TOP CAB.
12"
3' - 0"
PANTRY
30" 6"
A-A6.06
4 OVERALL
15' - 5"
5' - 1" 10' - 4"
PANTRY
1" 25"

UPPER CABINET
1" 34"

RANGE HOOD
31"

UPPER CABINET
32"
CEILING HT.
7' - 9" CLR.
50% OF FREEZER STORAGE
54" A.F.F.

CEILING HT.
7' - 9" CLR.
3' - 5" 1' - 9" 2' - 7"
31"
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
As indicated
A-A6.06
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A - ENLARGED KITCHENS
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/22/25

PROVIDE STROBE AND HORN ALARM APPLIANCE WITHIN
THE DWELLING UNIT (NEAR SMOKE DETECTION SYSTEM).

SUCH APPLIANCE SHOULD BE ACTIVATED UPON

ACTIVATION OF THE BUILDING FIRE ALARM AND THE
UNIT'S SMOKE ALARM SYSTEM.

PROVIDE A HARDWIRED ELECTRIC DOORBELL AT UNIT

ENTRANCE WHICH INITIATES AN AUDIBLE TONE AND A
VISIBLE SIGNAL WITHIN THE DWELLING UNIT W/ 180
DEGREE RANGE OF VIEW (MANUF: SONIC ALERT DB 200
OR APPROVED EQUAL. )

PROVIDE SMOKE DETECTION SYSTEM AND CARBON

MONOXIDE DETECTION SYSTEM
COMMUNICATION FEATURES: ---
ALL COMMUNICATION FEATURE UNITS (SEE G0.00) SHALL

HAVE THE FOLLOWING FEATURES COMPLYING WITH SECTION
11B-809.5 OF THE 2010 ADA STANDARDS:

ACCESSIBLE ROUTE WITHIN RESIDENTIAL UNIT
KITCHEN COMPLYING WITH 11B-804
BATHROOM COMPLYING WITH 11B-603

MOBILITY FEATURES ---
ALL MOBILITY FEATURE UNITS (SEE G0.00) SHALL HAVE THE
FOLLOWING MOBILITY FEATURES COMPLYING W/ 11B-809.2
THROUGH 11B-809.4 OF THE 2010 ADA STANDARDS:

ALL VISIBLE ALARM APPLIANCES SHALL PROVIDE NOTIFICATION OF

RESIDENTIAL DWELLING UNIT SMOKE DETECTION, FIRE ALARM
ACTIVATION, AND CARBON MONOXIDE DETECTION. ALL OTHER USES

FOR SAID APPLIANCES SHALL BE PROHIBITED
1/2" = 1'-0"
1 UNIT KITCHEN TYPE A - ENLARGED PLAN
1 24" GRANITE COUNTERTOP W/ 6" SPLASH 2 TOP FREEZER ENERGY STAR ADA COMPLIANT

REFRIGERATOR
3 PLYWOOD BASE CABINETS W/ PLASTIC
LAMINATE FINISH DOORS. DRAWERS & SHELVING

AS SHOWN
4 PLYWOOD UPPER CABINETS W/ PLASTIC
LAMINATE FINISH DOORS. DRAWERS & SHELVING

AS SHOWN
5 ENERGY STAR COMPLIANT ELECTRIC ADA
COMPLIANT COOKING RANGE W/ OVEN. PROVIDE

CONTROLS AT FRONT OF APPLIANCE FOR ALL
UNITS. 30" WIDE APPLIANCE FOR ALL UNIT TYPES
6 4" TOE SPACE VINYL BASE PER FINISH

SCHEDULE
7 24" KITCHEN SINK WITH GARBAGE DISPOSAL AND
INSULATED DRAIN AND HOT WATER PIPE W/ 30"

REMOVEABLE BASE CABINET & FINISHED
FLOORING UNDERNEATH. 6 - 1/2" MAX SINK
DEPTH (SEE A...) ALL WATER SUPPLY AND DRAIN

PIPES UNDER LAVATORIES AND SINKS SHALL

INSULATE OR OTHERWISE CONFIGURED TO
PROTECT AGAINST CONTACT. THERE SHALL BE

NO SHARP OR ABRASIVE SURFACES UNDER
LAVATORIES AND SINKS. PER CBC 11B - 606.5
8 30" MIN. WIDTH WORK SURFACE WITH 30"

REMOVABLE BASE CABINET AND FINISHED

FLOOR BELOW WITH KNEE AND TOE CLEARANCE
9 ENERGY STAR COMPLIANT RANGEHOOD W/
FULLY ACCESSIBLE 2 WAY EXHAUST FAN
SWITCH AT 34" A.F.F. CONTROLS (FAN SPEED,
LIGHT, DIMMER, ETC.) TO BE LOCATED WITHIN
ACCESSIBLE REACH RANGE. WIDTH OF THE
RANGE HOOD TO MATCH RANGE BELOW. AIR

KING OR APPROVED EQUAL
10 ADJUSTABLE HEIGHT SHELF
11 CABINET & DOOR AT SINK TO BE REMOVABLE W/

FINISHED FLOORING BELOW AND KNEE AND TOE

CLEARANCE PROVIDED
12 PULL OUT DRAWER PER A...
13 SOFFIT, 7' - 6" A.F.F.
14 GYPSUM WALL BOARD "TYPE X", PAINTED FINISH.

PAINTED 5/8" DENS ARMOR PLUS AT ALL WET
LOCATIONS (EG: BEHIND SINK, WC AND TUB)
15 DOOR AND PANTRY TO BE PROVIDED WITH
CABINETRY WORK, DETAIL PER A...
16 ELECTRICAL OUTLET WHERE OCCURS (SEE
ELEC. DRAWINGS). T.O. BOX 38" A.F.F., TYP. FOR
ALL KITCHENS. LOCATIONS NEAR CORNERS
SHALL BE 36" MAX. FROM WALL (PER FAIR
HOUSING ACT) SEE A... FOR DETAILS
17 WOOD PANEL TO MATCH ADJACENT PANTRY

FINISH COVERING WRAPPED COLUMN
18 TILE BACKSPLASH (COLOR AND TYPE TBD)
19 COMPLIANT ACCESSIBLE RANGEHOOD CONTROL
SWITCH (FAN SPEED, LIGHT, DIMMER, ETC.) TO

BE LOCATED WITHIN ACCESSIBLE REACH RANGE
20 24" WIDE ENERGY STAR ADA COMPLIANT FRONT
LOAD DISHWASHER (SEE...)
1/2" = 1'-0"
1A

UNIT KITCHEN TYPE A - ELEVATION A
1/2" = 1'-0"
1B UNIT KITCHEN TYPE A - ELEVATION B
1/2" = 1'-0"
1C

UNIT KITCHEN TYPE A - ELEVATION C
1/2" = 1'-0"
2 UNIT KITCHEN TYPE A - ELEVATION D
1/2" = 1'-0"
3 UNIT KITCHEN TYPE B - ENLARGED PLAN
1/2" = 1'-0"
4 UNIT KITCHEN TYPE B - ELEVATION A
F.F.

A
10"
B
10"
C
25" 42"
10"
5"
E D
2 42"-44" MAX. 54"
18" A.F.F.=TEMP.

VARY BY SCHEDULE
8' - 0" TYP. HEAD HEIGHT
E

TEMPERED
F.F.
42"=44" MAX. VARIES
18" A.F.F.=TEMP.

VARY BY SCHEDULE
8' - 0" TYP. HEAD HEIGHT.

TEMPERED TEMPERED
4' - 0" 1' - 6"
6' - 0"
3' - 0" 4' - 8"
5' - 6"
2' - 4" 5' - 2"
2' - 0"
3' - 0" 5' - 0"
4' - 0" 3' - 0"
6' - 6"
1 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
Client Address
1/4" = 1'-0"
A-A7.01
-
2/13/2026
Author
Checker

ROSEMEAD FAMILY APARTMENTS

BLDG A- DOOR AND WINDOW SCHEDULES
600 N. ROSEMEAD AVE,
PASADENA CA 91107

PLAN CHECK

ELYSIAN HOUSING
10/22/25

DOOR SCHEDULE - EXISTING
TYPE

MARK TYPE COUNT
FIRE

RATING OPERATION LOCATION WIDTH HEIGHT THICKNESS DOOR MATERIAL FRAME MATERIAL FINISH HEAD JAMB THRESHOLD

HARDWARE
SET
3 G 1 - SINGLE-FLUSH W/ VISION LITE
(EXTERIOR)

LOBBY, STORAGE, ELECTRICAL

ROOM, COMMUNITY ROOM,

CORRIDOR
3' - 0" 7' - 0" 0' - 1 3/4" (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 5A E 3 90 MIN ELEVATOR ELEVATOR 3' - 5 1/2" 7' - 0" 0' - 2" <varies> <varies> <varies> <varies> <varies> <varies> 7 1 - DOUBLE SWING TRASH ROOM 7' - 0" 7' - 0" 0' - 1 3/4" (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 12 1 - UNIT ROOMS COMMUNITY ROOM 3' - 0" 7' - 0" 0' - 2" 13 K 3 - SINGLE-FLUSH (INTERIOR) UNIT INTERIOR SPACES 3' - 0" 6' - 8" 0' - 1 3/4" <varies> <varies> <varies> <varies> <varies> <varies> 15 E-X 2 20 MIN SINGLE-FLUSH (EXTERIOR) UNIT ENTRY 3' - 6" 7' - 0" 0' - 1 3/4" (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 16 A 1 - DOUBLE SWING GARAGE PARKING 6' - 0" 7' - 0" 0' - 1 3/4" (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 1/4" = 1'-0"

DOOR LEGEND

WINDOW SCHEDULE - EXISTING
WIN.

NO. Count
FIRE

RATING STC OPERATION TYPE LOCATION WIDTH HEIGHT
HEAD

HEIGHT GLAZING FRAME MATERIAL HEAD JAMB SILL U-FACTOR SHGC VT 72 1 FIXED PANE 7 UNIT BEDROOM 3' - 6" 9' - 0" 9' - 0" (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 0.28 0.18 0.64 74 4 FIXED PANE 7 UNIT BEDROOM 4' - 0" 9' - 4" 9' - 4" (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 0.28 0.18 0.64 1/4" = 1'-0"

WINDOW LEGEND

DOOR SCHEDULE - NEW CONSTRUCTION
TYPE

MARK TYPE COUNT
FIRE

RATING OPERATION LOCATION WIDTH HEIGHT THICKNESS DOOR MATERIAL FRAME MATERIAL FINISH HEAD JAMB THRESHOLD

HARDWARE
SET
1 A 6 - UNIT INTERIOR (CLOSET) UNIT INTERIOR (CLOSET) 6' - 0" 7' - 0" 0' - 1 3/8" WOOD WOOD PAINT 2 1 2' - 6" 7' - 0" 0' - 2" WOOD WOOD PAINT
2 4 35 SINGLE-FLUSH (INTERIOR) UNIT INTERIOR 2' - 10" 6' - 8" 0' - 2" WOOD WOOD PAINT 3 G 8 - SINGLE-FLUSH W/ VISION LITE
(EXTERIOR)

LOBBY, STORAGE, ELECTRICAL

ROOM, COMMUNITY ROOM,

CORRIDOR
3' - 0" 7' - 0" 0' - 1 3/4" STEEL STEEL PAINT
4 1 - SINGLE-FLUSH (INTERIOR) COMMUNITY ROOM 2' - 10" 7' - 0" 0' - 2" STEEL STEEL PAINT 5 K 2 - SINGLE-FLUSH (INTERIOR) UNIT INTERIOR SPACES 3' - 0" 6' - 8" 0' - 1 3/4" WOOD WOOD PAINT 6 R 12 - MULTI-PASS SLIDING (TRI-PANEL) UNIT INTERIOR (CLOSET) 9' - 0" 6' - 8" 0' - 1 3/8" WOOD WOOD PAINT 7 1 - DOUBLE SWING TRASH ROOM 7' - 0" 7' - 0" 0' - 1 3/4" STEEL STEEL PAINT 8 E-X 1 20 MIN SINGLE-FLUSH (EXTERIOR) UNIT ENTRY 3' - 0" 7' - 0" 0' - 1 3/4" STEEL STEEL PAINT 9 D 2 - DOUBLE SWING STORAGE 4' - 0" 7' - 0" 0' - 1 3/4" STEEL STEEL PAINT 10 K 1 - SINGLE-FLUSH (INTERIOR) UNIT INTERIOR SPACES 3' - 0" 7' - 4" 0' - 1 3/4" WOOD WOOD PAINT 11 5 35 - SINGLE-FLUSH (INTERIOR) UNIT INTERIOR (CLOSET) 2' - 0" 7' - 0" 0' - 1 3/8" <varies> <varies> <varies> 12 3 - UNIT ROOMS COMMUNITY ROOM 3' - 0" 7' - 0" 0' - 2" STEEL STEEL PAINT 13 K 20 - SINGLE-FLUSH (INTERIOR) UNIT INTERIOR SPACES 3' - 0" 6' - 8" 0' - 1 3/4" <varies> <varies> <varies> 14 2 20 MIN DOUBLE SWING CORRIDOR 5' - 0" 7' - 0" 0' - 1 3/4" STEEL STEEL PAINT 15 E-X 1 20 MIN SINGLE-FLUSH (EXTERIOR) UNIT ENTRY 3' - 6" 7' - 0" 0' - 1 3/4" STEEL STEEL PAINT 16 E-X 2 20 MIN SINGLE-FLUSH (EXTERIOR) UNIT ENTRY 3' - 0" 7' - 0" 0' - 1 3/4" STEEL STEEL PAINT 17 1 60 - SINGLE-FLUSH (INTERIOR) UNIT ENTRY 3' - 0" 7' - 0" 0' - 2" STEEL STEEL PAINT 18 2 81 - SINGLE-FLUSH (INTERIOR) UNIT INTERIOR 3' - 0" 6' - 8" 0' - 2" WOOD WOOD PAINT 19 3 9 - SINGLE-FLUSH (INTERIOR) UNIT INTERIOR 2' - 6" 6' - 8" 0' - 2" <varies> <varies> <varies> 20 5 4 - SINGLE-FLUSH (INTERIOR) UNIT INTERIOR (CLOSET) 1' - 6" 7' - 0" 0' - 1 3/8" WOOD WOOD PAINT 21 11 10 - DOUBLE-SLIDING (INTERIOR) UNIT INTERIOR (CLOSET) 5' - 0" 6' - 8" 0' - 1 3/8" WOOD WOOD PAINT

WINDOW SCHEDULE - NEW CONSTUCTION
WIN.

NO. Count
FIRE

RATING STC OPERATION TYPE LOCATION WIDTH HEIGHT
HEAD

HEIGHT GLAZING FRAME MATERIAL HEAD JAMB SILL U-FACTOR SHGC VT 5 3 34 HORIZONTAL SLIDER C UNIT LIVING ROOM 4' - 0" 5' - 0" 8' - 6" DOUBLE GLAZING METAL 20 12 CASEMENT W/ FIXED PANE

OVER FIXED PANE
L2 UNIT 2' - 0" 9' - 4" 9' - 4"
44 1 FIXED PANE 7 UNIT BEDROOM 2' - 0" 5' - 0" 6' - 8 7/32" 0.28 0.18 0.64 75 28 CASEMENT W/ FIXED PANE 5 UNIT BEDROOM 5' - 6" 4' - 8" <varies> 0.28 0.18 0.64 84 38 34 HORIZONTAL SLIDER W/

FIXED PANE BELOW
C2 UNIT 5' - 11
13/16"
9' - 0" 9' - 0" VINYL (W/ ALUMINUM

FINISH, DARK BRONZE
COLOR)
2B/H-A6.01,
3B/H-A6.01
2A/H-A6.01,
3A/H-A6.01
86 2 34 2' - 6" 9' - 0" 9' - 0"
87 6 34 HORIZONTAL SLIDER W/

FIXED PANE BELOW
C2 UNIT 5' - 11
13/16"
8' - 0" 8' - 6"
88 6 CASEMENT W/ FIXED PANE

OVER FIXED PANE
L2 UNIT 2' - 0" 8' - 0" 9' - 0"
1 FOR FIRE RATED DOORS WITH A VISION LITE,

PROVIDE FIRE-RESISTANCE-RATED GLAZING
TESTED TO ASTM E119 IN ACCORDANCE WITH
SECTION 716.1.2.3. PANELS SHALL HAVE THE

BOTTOM OF AT LEAST ONE GLAZED PANEL
LOCATED 43 INCHES MAXIMUM ABOVE THE
FINISH FLOOR.
2 PROVIDE 10" KICKPLATE W/ SMOOTH,

CONTINUOUS SURFACE FOR SWINGING DOOR

AND GATE ON THE PUSH SIDE EXTENDING THE

FULL WIDTH OF THE DOOR OR GATE PER
11B-404.2.10
3 ALL ENTRANCES TO AND EXITS FROM THE
BUILDING THAT RESIDENTS MAY UTILIZE, E.G.,

FRONT ENTRANCE, ENTRANCE FROM GARAGE,

SIDE OR BACK ENTRANCES, WILL EITHER HAVE

POWER-OPERATED AUTOMATIC DOORS WITH

PUSH PLATE CONTROLS OR PROXIMITY-BASED

AUTOMATIC ENTRY/EXIT
5 DOOR VIEWER TO BE PROVIDED @ ALL
RESIDENTIAL UNIT ENTRY DOORS. PROVIDE
ADDITIONAL VIEWER AT 43" A.F.F. FOR ALL

MOBILITY FEATURE UNIT ENTRY DOORS
7 DOORS UNABLE TO OPEN PAST 135 DEGREES TO
COMPLY W/ 32" CLEAR FOR UNIVERSAL DESIGN
UNITS SHALL HAVE OFFSET HINGES. SEE A1.00
FOR UNITS.
8 FIRE DOOR SHALL BE SELF CLOSING AND

AUTOMATICALLY CLOSING WHEN ACTIVATED BY
FIRE ALARM SYSTEM. UNDER NORMAL
OPERATION BOTH LEAVES REMAIN OPEN.
9 PARKING SLIDING GATE SHALL BE OPERABLE BY
A REMOTE DEVICE.
10 GC TO CONFIRM LESS THAN 2% SLOPE WITHIN
DOOR CLEARANCE. DOOR OPERABLE PARTS
SHALL COMPLY WITH 11B-309.1
11 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 LBS (22.2 N MAX)
12 PNEUMATICALLY ACTUATED TRASH CHUTE

INTAKE DOOR, COMPLYING W/ SECTION
11B-309.4 (AMERICAN CHUTE-EASY WAVE
INTERLOCK SYSTEM OR APPROVED EQUAL).
13 PROVIDE DOOR STOPS ON ALL APPROPRIATE
DOORS.
15 PUSH-PULL PANIC HARDWARE
16 SURFACE DOOR CLOSER
17 IN DESIGNATED MOBILITY UNITS, ALL DOORS
WILL BE 36” WIDE DOORS. ALL DOORS IN

DESIGNATED MOBILITY UNITS WITH SWING-TYPE

DOORS REQUIRING INGRESS AND EGRESS WILL
HAVE OFF-SET HINGES TO EXCEED A 32” CLEAR
PASSAGE WIDTH.
18 TEMPERED GLASS SHALL BE PROVIDED FOR

WHERE SAFETY GLAZING IS REQUIRED PER
SECTION 2406
19 THE ENTRANCE DOOR TO RESIDENTIAL UNITS

FROM INTERIOR CORRIDORS ARE REQUIRED TO
HAVE A MIN. STC RATING OF 26. (LAMINATED 1
3/4" SOLID-CORE DOORS WITH RESILIENT STOPS
AND GASKETS OR 18 GAUGE INSULATED STEEL

SLAB DOORS WITH COMPRESSION SEALS ALL

AROUND, INCLUDING THRESHOLDS WILL MEET
THIS REQUIREMENT). (1208A.2).
21 RECESSSED CUP PULL (CRP150N OR SIM.).

PROVIDE BACKING AS REQUIRED.

DOOR VIEWER TO BE PROVIDED @ ALL RESIDENTIAL
UNIT ENTRY DOORS. PROVIDE ADDITIONAL VIEWER AT
43" A.F.F. FOR ALL MOBILITY FEATURE UNIT ENTRY
DOORS

THE ENTRANCE DOOR TO RESIDENTIAL UNITS FROM
INTERIOR CORRIDORS ARE REQUIRED TO HAVE A MIN.

STC RATING OF 26. (LAMINATED 1 3/4" SOLID-CORE
DOORS WITH RESILIENT STOPS AND GASKETS OR 18

GAUGE INSULATED STEEL SLAB DOORS WITH

COMPRESSION SEALS ALL AROUND, INCLUDING
THRESHOLDS WILL MEET THIS REQUIREMENT).
(1208A.2).

SURFACE DOOR CLOSER
LEVER HARDWARE.

DOOR STOPS

SELF-CLOSING DOOR

SELF-CLOSING UPON DETECTION OF SMOKE
PUSH-PULL PANIC HARDWARE AT 42" A.F.F
DEADBOLT W/ NO LATCH AT 44" FROM BOTTOM OF
DOOR

NON-REMOVABLE HINGE PINS

DOOR LOCATED WITHIN CONCRETE OPENING

PNEUMATICALLY ACTUATED TRASH CHUTE INTAKE
DOOR, COMPLYING W/ SECTION 11B-309.4 (AMERICAN

CHUTE - EASY WAVE INTERLOCK SYSTEM OR

APPROVED EQUAL)
10" KICKPLATE
90-MIN. FIRE RATED VISION LITE
45-MIN. FIRE RATED VISION LITE (18" x 18")

TEMPERED GLAZING
EGRESS WINDOW PER CBC 1031.3
SOUND TRANSMISSION CLASS (STC): MINIMUM 38 STC.

MAXIMUM U-FACTOR (0.28) AND SOLAR HEAT GAIN
COEFFICIENT (0.22).

TRANSOM GLAZING SHALL BE 45 MIN RATED FIRE

GLAZING (TYPICAL ALONG EXTERIOR EGRESS

BALCONY)
ALL STOREFRONT TO BE NFRC LABELED WITH 0.5
U-FACTOR AND 0.25 SOLAR HEAT GAIN COEFFICIENT
INTERIOR STOREFRONT (A450 SERIES - CENTER

GLAZING)
EXTERIOR STOREFRONT (TC470 SERIES - OFFSET

GLAZING)
SIGNAGE PER DETAIL 10/A10.01 AND MOUNT BELOW
DOOR VIEWER WITHIN APPLIABLE UNITS.

EGRESS DOORS SHALL BE READILY OPENABLE FROM

THE EGRESS SIDE WITHOUT THE USE OF A KEY OR
ANY SPECIAL KNOWLEDGE OR EFFORT. BUILDING
CODE 1010.1.9.

PROVIDE OFFSET DOOR HINGE TO YIELD 34" CLEAR
DOORWAY WIDTH.

1.5-HR RATED FIRE RESISTANCE GLAZING PER TABLE
716.1.

ADA AUTOMATIC DOOR FOR MAIN ENTRANCE GATE
AND STOREFRONT DOOR INTO LOBBY.

CURTAINS, DRAPES AND OTHER DECORATIVE

MATERIALS SUSPENDED FROM THE WALLS OR

CEILINGS SHALL MEET THE FLAME SPREAD
PROPAGATION PERFORMANCE CRITERIA OF NFPA 701
IN ACCORDANCE WITH SECTION 807.3 OR BE
NONCOMBUSTIBLE. BUILDING CODE 806.1 AND FIRE
CODE 807.

DOOR LOUVERS (SEE MECH. DWG FOR DETAILS)

MOTORIZED OPENING WITH ACCESSIBILE CONTROL

PROVIDE OFFSET WINDOW HINGE

OPERABLE WINDOWS TO HAVE FIXED SCREEN IN
PLACE

1. 2.

3. 4.

5. 6.

7. 8.
9 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.
29 30.

31. 34.

EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS

LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURERS

DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,

THE MANUFACTURER OR INSTALLER AND THE SAFETY
GLAZING STANDARD. THE FOLLOWING SHALL BE

CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE
PURPOSE OF SAFETY GLAZING. GLAZING IN:

SAFETY GLAZING NOTES

SWING DOORS

FIXED AND SLIDING PANELS OF SLIDING DOOR

ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD

CLOSET DOOR ASSEMBLIES

STORM DOORS

UNFRAMED SWINGING DOORS

DOORS AND ENCLOSURES FOR HOT TUBES, WHIRLPOOLS,
SAUNAS. STEAM ROMS, BATHTUBS, AND SHOWERS.

FIXED OR OPERABLE PANELS ADJACENT TO A DOOR

WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS
WITHIN 24 INCHES (610 MM) ARC OF EITHER VERTICAL

EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE

THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS
THAN 60 INCHES (1525 MM) ABOVE THE WALKING
SURFACE. READ CODE FOR EXCEPTIONS

FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED

IN ITEMS E AND F, WHICH MEETS ALL OF THE

FOLLOWING CONDITIONS (READ CODE FOR
EXCEPTION WITH SPECIAL INSTALLATION).

ONE OR MORE WALKING SURFACES WITHIN 36 INCHES
(914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING.

GUARDS AND RAILINGS REGARDLESS OF AREA OR
HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE

STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL
IN-FILL PANELS.

WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR

SWIMMING POOLS AND SPAS WHERE ALL OF THE
FOLLOWING CONDITIONS ARE PRESENT:

ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS
WITHIN 36 INCHES HORIZONTALLY OF A WALKING
SURFACE; WHEN THE EXPOSED SURFACE OF THE
GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF

THE ADJACENT WALKING SURFACE (READ CODE FOR
EXCEPTION WITH SPECIAL INSTALLATION).

ADJACENT TO STAIRWAYS WITHIN 60 INCHES

HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY

IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF
THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE

OF THE TREAD (READ CODE FOR EXCEPTION WITH

SPECIAL INSTALLATION)
A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

EXPOSED AREA OF AN INDIVUDAL PANE
GREATER THAN 9 SQUARE FEET (0.84 M2).

EXPOSED BOTTOM EDGE LESS THAN 18 INCHES
(457 MM) ABOVE THE FLOOR
EXPOSED TOP EDGE GREATER THAN 36 INCHES
(914 MM) ABOVE THE FLOOR
i.
ii.
iii.

THE BOTTOM EDGE OF THE GLAZING IS LESS THAN
60 INCHES (1525 MM) ABOVE A WALKING SURFACE
ON THE POOL OR SPA SIDE OF THE GLAZING.

THE GLAZING IS WITHIN 60 UNCHES (1525 MM) OF A

SWIMMING POOL OR SPA WATER'S EDGE
i.
ii.
2 B-A4.23
2 B-A4.23
E
2 D D
C C
B
B
19' - 7 1/2" 28' - 8" 12' - 9" 20' - 0" 59' - 3" 28' - 8" 28' - 8" 38' - 6" 17' - 0" 27' - 0" 17' - 6" 28' - 9 1/4"
13' - 6 1/16" 28' - 8" 28' - 8" 14' - 0" 20' - 2" 18' - 9" 10' - 5" 17' - 2" 3' - 0" 28' - 8" 8 8 7 6
0 209
TRASH
B C MATCH LINE:
2 B-A4.21
2 B-A4.21
1 B-A4.21
1 B-A4.21
1 B-A4.22
1 B-A4.22
1 B-A4.24
1 B-A4.24
2 B-A4.25
2 B-A4.25
1 B-A4.25
1 B-A4.25
A.2
A
SLOPE
SLOPE
SLOPE
1 57 1
B C MATCH LINE:

B C MATCH LINE:

TANK ROOM 313

ELECTRICAL

STORAGE
2 B-A4.22
2 B-A4.22

1.50%

1.50%
SLOPE

1.50%
SLOPE

1.50%
SLOPE

1.50%
SLOPE

1.50%

1.50%1.50%
SLOPE
27' - 0" 17' - 6"

1.18 270
F.C.C.

1.21 1.22

1.22 STOR.

UTILITY

CORRIDOR
269
MPOE

CORRIDOR
1 B-A4.23
1 B-A4.23
2 B-A4.24
2 B-A4.24

4.12 4.9 4.10

4.12 SLOPE
SLOPE

4.2 01
EVSE
03 EVSE
05 EVSE
07 EVSE
17 21 EVCS
EVSE
23 EVSE
25 EVSE
27 EVSE
29 EVSE
31 EVSE
33 EVSE
46 EVSE
47 EVSE
48 EVSE
49 EVSE
50 EVSE
53 EVSE
57 ACCESSIBLE
58 EVSE
59 EVSE
60 EVSE
61 EVSE
62 EVSE
56 ACCESSIBLE
09 EVSE
11 EVSE 23
EVSE
55 EVSE
11 TYP.
8' - 6" 8' - 6" 8' - 6"
12 TYP.
10 TYP.
11 TYP.
9 TYP.
4 TYP.
3 TYP.
14 TYP.
8' - 6" 8' - 6"
13 TYP.
8 TYP.
6 TYP.
2 TYP.
1 TYP.
12"
ELEV 2
ELEV 1
9' - 0"

9.29%

1.50%
15" 13" 8' - 6" 8' - 6" 8' - 6" 8' - 6"
SLOPE

1.50%
8' - 6" 8' - 6" 8' - 6"
8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6"
12' - 9"
15 TYP.
8' - 0" 20' - 8"
13 EVSE
15 EVSE
35 EVSE
45 EVSE
8' - 6" 8' - 6" 8' - 6"
9' - 0" 8' - 0" 9' - 0" 8' - 6" 8' - 6" 12" 8' - 6" 8' - 6" 8' - 6"

STORAGE / ADDITIONAL FUTURE PARKING
8' - 6" 8' - 6" 12" 12"
8' - 6" 8' - 6" 12" 12" 12" 12" 12" 12" 8' - 6" 40" 12" 51 EVSE
52 EVSE
54 EVSE

1.26 12"

1.27 12" 12" 8' - 6" 8' - 6" 8' - 6" 12"

1.28 1/8" = 1'-0"
1 BUILDING B - BASEMENT PLAN
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A2.01
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - BASEMENT PLAN
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

KEY PLAN
N

ALL STORMWATER RUN-OFF FROM ROOF DRAINS,

DOWNSPOUTS, AND AREA DRAINS WITHIN PODIUM AND

SIDE YARDS TO BE CONNECTED TO APPROVED LID / BMP
(SEE C3.00, P1.02 - P1.09 FOR MORE INFORMATION).

PUMP DESIGN FOR RAINWATER HARVESTING TANK SHALL
BE PROVIDED BY MANUFACTURER (TBD AT LATER DATE).

SEE SYSTEMS DIAGRAM IN APPROVED LID EXHIBIT ON C3.01
A.

B.

LID / STORMWATER MANAGEMENT NOTES

PROVIDE INTERNET WIFI SYSTEM IN EXTERIOR CORRIDORS
FOR UNIT SUBMETER DISPLAYS. CLIENT TO CONFIRM

SERVICE PROVIDER DURING CONSTRUCTION

PROVIDE CCTV SYSTEM WITH CAMERAS AT ALL

EXTERIOR CORRIDORS, INTERIOR COMMON ROOMS,
AND EXTERIOR COURTS AND SIDE YARDS. TO BE

PROVIDED AS A DESIGN-BUILD SYSTEM BY THE

GENERAL CONTRACTOR DURING CONSTRUCTION

EV CAPABLE STALLS WITH THE ELECTRICAL
PROVISIONS FOR SUPPORTING FUTURE LEVEL 2
EVSE. SEE ELECTRICAL DRAWINGS.

EV READY STALLS EQUIPPED WITH LOW POWER LEVEL 2
EV CHARGING RECEPTACLES. SEE ELECTRICAL DRAWINGS.

A.

B.

C.

D.

GENERAL NOTES:

CONCRETE SLAB ON-GRADE OVER WATERPROOFING
MEMBRANE PER PROJECT SPECIFICATIONS. SLOPED TO
DRAINAGE PER PLAN (MAX 1.8%). SEE STRUCTURAL.

CONCRETE RAMP W/ MIN. SRI OF 0.35. SLOPED PER PLAN
(SEE FIGURE 11B ON LADBS BULLETIN P/ZC 2002-001)

STRUCTURAL CONCRETE COLUMN (SEE STRUCTURAL DWGS)
2-HOUR SHAFT (OPEN TO ABOVE).

CLASS 1 STANDPIPE AT ALL STAIRS THROUGH TO ROOF
COMBINED WITH AUTOMATIC SPRINKLER SYSTEM . TYP.

CONTINUOUS TRENCH TRAIN W/ VEHICULAR RATING
(PER DETAIL 13/A5.42, ALSO SEE CIVIL / PLUMBING PLANS).

EXPOSED VERTICAL PLUMBING RISER (PER DETAIL 13/A5.42).

SURFACE MOUNTED FIRE EXTINGUISHER CABINET
(PER DETAIL 3/G4.51). FIRE MARSHAL TO DETERMINE

FINAL LOCATIONS OF CABINETS DURING FIELD INSPECTIONS
(SEE FIGURE 7/G3.04 FOR PROPOSED LOCATIONS)
ELEVATOR (MANUFACTURER: OTIS OR APPROVED EQUAL).

NO STANDBY POWER PROVIDED PER CBC SECTION 1009.2.1
EXCEPTION 1 (SEE A3.51 FOR MORE INFORMATION)
TRUNCATED DOMES, TYP (TO COMPLY W/ 11B-705
OF THE 2016 CALIFORNIA BUILDING CODE).

DOUBLE STRIPING OF PARKING STALLS PER LETTER OF

COMPLIANCE AND CULVER CITY BUILDING MUNICIPAL CODE
STANDARDS 17.320.035 (PER DETAIL 6/G4.51).

DOUBLE STRIPING OF LOADING ZONES AND ACCESSIBLE

PATHS PER CITY OF CULVER CITY MUNICIPAL CODE

17.320.035. ACCESS AISLES SHALL BE MARKED WITH A BLUE
PAINTED BORDERLINE AROUND THEIR PERIMETER.

ACCESSIBLE PARKING SIGNAGE (PER DETAIL 10/G4.50).

ELECTRIC VEHICLE CHARGING STATION (SINGLE CHARGE),
COMPLYING WITH 11B-812.10. RECESSED WITHIN
CONCRETE WALL. SEE EV CONSULTANT DRAWINGS.

ELECTRICAL EQUIPMENT (SEE ELECTRICAL DRAWINGS)

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. UP
UP

BUILDING ENTRY
N. ROSEMEAD BLVD.

CHILDRENS

PLAY AREA
2 B-A4.23
2 B-A4.23
1016.61 SF

COMMUNITY
ROOM
E

3.2 1.3
F
E.1
D.1
C.3
B C MATCH LINE:

B C MATCH LINE:

8.1 7.1 5.2
29' - 3" 12' - 0" 25' - 9" 3' - 0" 14' - 6"

3.1 1
B-A4.21
1 B-A4.21
1 B-A4.22
1 B-A4.22
1 B-A4.24
1 B-A4.24
2 B-A4.25
2 B-A4.25
1 B-A4.25
1 B-A4.25
1 B-A4.26
1 B-A4.26
C.2
A.2

2.1 A.1
C.1

1.1 A
1 1.2
A.3
57' - 0" 28' - 9" 28' - 9"
15' - 0"
333.71 SF

LEASING
111-C

BARBECUE
AREA 63' - 3 1/4" 5' - 8 3/4" 14' - 3 1/4" 15' - 3"

1.10 4.3

1.11 1.12 1.13 1.14 1.15 1.16
349.71 SF

LAUNDRY
2 B-A4.22
2 B-A4.22

1.48%SLOPE
1D
1E
1B 1C
1B
1B
1A
111-B

4.1 757.61

1.24 1
B-A4.23
1 B-A4.23
2 B-A4.26
2 B-A4.26
2 B-A4.24
2 B-A4.24
DN
UP 36' - 0" 2' - 0" 36' - 0" 14' - 3 1/4" 15' - 3" 2' - 0" 36' - 0" 36' - 0"

4.92 G3.26 2A
2B G3.26

MAIL / PARCEL

TEEN PLAY AREA

4.4 1A
1B
1C
1B 1B
1B
1A 1C 1B 1B 1C 1A
10B
1B
10B
1B 1B
10B
1B 1B
10B 1B
1B
1A
1A
10B
9A
10B 4A
1A 10B
10B
111-A
112-A
112-B
113-A
102-A
102
3B
103
3B
104
3B
108
1B
107
1B
105
1A
106
3A
101
3A
108
2F
108
3C
2/A5.21
2/A5.21
2/A5.21
2/A5.21
2/A5.21
2/A5.21 2/A5.21 2/A5.21 2/A5.21 2/A5.21
2/A5.21
10/A5.21
2/A5.21 2/A5.21 2/A5.21 2/A5.21 2/A5.21
2/A5.21
2/A5.21
10/A5.21
2/A5.21 2/A5.21 2/A5.21
10/A5.21
2/A5.21
2/A5.21
2/A5.21
10/A5.21
2/A5.21 2/A5.21 2/A5.21
10/A5.21
2/A5.21
2/A5.21 10/A5.21
10/A5.21
2/A5.21 2/A5.21
10/A5.21
2/A5.21
10/A5.21 2/A5.21
2/A5.21
2/A5.21
2/A5.21
2/A5.21
2/A5.21
2/A5.21
2/A5.21 10/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21
6/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
2D/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
9A/A5.21
14/A5.21
10/A5.21
2D/A5.21
6/A5.21
6/A5.21
6/A5.21
2D/A5.21
9B/A5.21
2D/A5.21
2D/A5.21
2D/A5.21
2D/A5.21
2D/A5.21
6/A5.21
6/A5.21
14 TYP.
25 TYP.
3 TYP.
20 TYP.
22 TYP.
26 TYP.
6 TYP.
31 TYP.
7A 9A
1B
1C
1B
1A
23 TYP.

ELEV 2
ELEV 1
9 TYP.

1.4 D
D
D
D
D
D
D
D
D
W
W
W
W
W
W
W
W
W

1.5 1.25
1/8" = 1'-0"
1 BUILDING B - FIRST FLOOR PLAN
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A2.02
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - FIRST FLOOR PLAN
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
N

KEY PLAN

ALL STORMWATER RUN-OFF FROM ROOF DRAINS,

DOWNSPOUTS, AND AREA DRAINS WITHIN PODIUM AND

SIDE YARDS TO BE CONNECTED TO APPROVED LID / BMP
(SEE C3.00, P1.02 - P1.09 FOR MORE INFORMATION).

PUMP DESIGN FOR RAINWATER HARVESTING TANK SHALL
BE PROVIDED BY MANUFACTURER (TBD AT LATER DATE).

SEE SYSTEMS DIAGRAM IN APPROVED LID EXHIBIT ON C3.01
A.

B.

LID / STORMWATER MANAGEMENT NOTES

PROVIDE INTERNET WIFI SYSTEM IN EXTERIOR CORRIDORS
FOR UNIT SUBMETER DISPLAYS. CLIENT TO CONFIRM

SERVICE PROVIDER DURING CONSTRUCTION

PROVIDE CCTV SYSTEM WITH CAMERAS AT ALL

EXTERIOR CORRIDORS, INTERIOR COMMON ROOMS,
AND EXTERIOR COURTS AND SIDE YARDS. TO BE

PROVIDED AS A DESIGN-BUILD SYSTEM BY THE

GENERAL CONTRACTOR DURING CONSTRUCTION

EV CAPABLE STALLS WITH THE ELECTRICAL
PROVISIONS FOR SUPPORTING FUTURE LEVEL 2
EVSE. SEE ELECTRICAL DRAWINGS.

EV READY STALLS EQUIPPED WITH LOW POWER LEVEL 2
EV CHARGING RECEPTACLES. SEE ELECTRICAL DRAWINGS.

A.

B. C.

D.

GENERAL NOTES:

1. 2.

3. 4.

5. 6.

7. 8.
9 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

31. SOLACHROME LIGHTWEIGHT CONCRETE TOPPING SLAB

OVER FLUID APPLIED WATERPROOFING MEMBRANE PER
PROJECT SPECIFICATIONS. SLOPED TO DRAINAGE PER
PLAN (MIN. 1.0% SLOPE, MAX 1.8% SLOPE). SEE 2/H-A5.52.

PEDESTAL FLOORING SYSTEM (SEE 13-15/H-A5.54)
CONCRETE PLANTERS (SEE LANDSCAPE & DETAIL 8, 9, 10 ON
B-A5.54)
TOURNESOL PLANTERS (SEE 11/H-A5.54)
WOOD BENCH (SEE 5-6/H-A5.54)
AREA DRAIN (SEE 1A/H-A5.51 / PLUMBING DRAWINGS)
TRENCH DRAIN (SEE 6/H-A5.55 / PLUMBING DRAWINGS)
PLUMBING RISER (SEE 12/H-A5.41 & PLUMBING DRAWINGS)
EXPOSED W-F STEEL COLUMN (SEE 8/H-A5.52)
EXPOSED PIPE STEEL COLUMN (SEE 9/H-A5.52)
42" TALL METAL PANEL GUARDRAIL (PER DETAIL 2/H-A5.32)
METAL SUNSHADING AWNING (PER DETAIL 5/H-A6.01)
METAL SUNSHADING AWNING (PER DETAIL 6/H-A6.01)
METAL CANOPY ABOVE (SEE 9/H-A5.51)
SHEET METAL FLASHING (SEE XX/H-AX.XX)
1-HOUR RATED SEISMIC GAP W/ EXPANSION JOINT COVER.

TOP OF COVER SHALL NOT EXCEED ADJACENT F.F.E BY
MORE THAN 1/2" AND SHALL COMPLY W/ SECTIONS 11B-302
AND 11B-303 (SEE DETAIL 1/H-A5.54 & STRUCTURAL PLANS).

SEMI-RECESSED FIRE EXTINGUISHER CABINET (SEE DETAIL
3/H-G4.51). FIRE MARSHAL TO DETERMINE FINAL LOCATIONS
OF CABINETS DURING FIELD INSPECTIONS (4 TOTAL)
INTERIOR METAL STAIR ASSEMBLY (SEE 1/H-A5.31)
EXTERIOR METAL STAIR ASSEMBLY (SEE 2/H-A5.31)
EXTERIOR CONCRETE STAIR ASSEMBLY (SEE 3/H-A5.31)
CLASS 1 STANDPIPE AT ALL STAIRS THROUGH TO ROOF
COMBINED WITH AUTOMATIC SPRINKLER SYSTEM . TYP., AND
WALL MOUNTED CANE DETECTOR.

ACCESSIBLE MEANS OF EGRESS ELEVATOR. NO
STANDBY POWER PROVIDED PER CBC SECTION 1009.2.1
EXCEPTION 1. SEE H-A3.51 FOR MORE INFORMATION.

OVERHEAD ELEVATOR DOOR SMOKE CONTAINMENT
SYSTEM COMPLYING WITH ICC ESAC 77 REQUIREMENTS.

TYPICAL AT ALL ELEVATOR HOISTWAY OPENINGS,

THE DOOR SHALL BE SMOKE ACTIVATED PER SECTION
715.4.8 OF THE 2022 CBC. SEE 4/H-A5.55. (SMOKE GUARD
MODEL 200 OR APPROVED EQUAL).

TRASH CHUTE / RECYCLING CHUTE WITH PNEUMATIC
DOOR COMPLYING WITH SECTION 11B-309.4. INSTALL PER
MANUFACTURERS STANDARD DETAILS. CHUTE TERMINATES

IN TRASH / RECYCLING ROOM ON THE SECOND FLOOR

ACCESSIBLE MANEUVERING CLEARANCE (SIZE PER PLAN)

EDGE OF BUILDING / STRUCTURE ABOVE

WATER HEATER (PER PLUMBING PLANS) W/ PERFORATED
DOUBLE METAL SWING GATE ENCLOSURE . SEE 8/H-A3.01.

WATER HEATER (PER PLUMBING PLANS) W/ PERFORATED
SINGLE METAL SWING GATE ENCLOSURE . SEE 7/H-A3.01.

EXTERIOR FURNITURE (SEE LANDSCAPE DRAWINGS)

EXPOSED HSS STRUCTURAL STEEL COLUMN W/
1-HOUR RATED INTUMESCENT PAINT FINISH. SEE

STRUCTURAL PLANS FOR MORE INFORMATION
STORM DRAIN STUB OUT TO RECIEVE PLANTER DRAINAGE.

CENTER STUB-OUT DIRECTLY BELOW PLANTER DRAIN
OUTLET. REFER TO MANUFACTURER RECCOMENDATIONS
2 B-A4.23
2 B-A4.23
E

DOUBLE HEIGHT
SPACE

3.2 1.3
F
E.1
B C MATCH LINE:

B C MATCH LINE: 25' - 3 1/4" 38' - 0" 5' - 8 3/4" 14' - 3 1/4" 15' - 3" D.1
C.3

8.1 7.1 5.2 3.1
2 B-A4.21
2 B-A4.21
1 B-A4.21
1 B-A4.21
1 B-A4.22
1 B-A4.22
1 B-A4.24
1 B-A4.24
2 B-A4.25
2 B-A4.25
1 B-A4.25
1 B-A4.25

OPEN TO
BELOW
C.2
A.2

2.1 A.1
C.1

1.1 A
1 1.2
A.3
13 G3.25
13 G3.25

1.10 4.3

1.11 1.12 1.13 1.14 1.15 1.16
2 B-A4.22
2 B-A4.22

OPEN TO
BELOW
1E 1E 1E 1E 1E
1E
1D
1E
1E
1E
1E
1E

4.1 1
B-A4.23
1 B-A4.23
2 B-A4.26
2 B-A4.26
2 B-A4.24
2 B-A4.24
DN
UP
29' - 3" 12' - 0" 25' - 9" 3' - 0" 14' - 6" 20' - 9"
41' - 0"
28' - 9"
1D
1E
1E
1E
1E
1E
1E
1E
1E
1E 36' - 0" 2' - 0"
1F
1E
1D 5' - 0" 13' - 0" 9' - 10" 8' - 2"
1F
1F 3' - 0 1/4" 11' - 3" 4' - 0" 11' - 3" 2' - 0" 36' - 0" 1D
1F 7' - 8" 20' - 10" 7' - 6"
1D
1F
1E
3 8'
- 0" 7' - 6" 17'
- 0" 8' - 0" 5' - 6"
28' - 6" 28' - 6" 28' - 9" 28' - 9" 15' - 0" 42' - 6"
22' - 0"
1E 1E
1E
1E 1F
1E 1F 1E 1F
1E
1E
4' - 6" 3' - 0" 49' - 6" 20' - 0" 8' - 9" 7' - 0" 13' - 0" 8' - 0" 10' - 9" 8' - 0" 2' - 0"5' - 0" 8' - 0" 6' - 0" 8' - 0"

4.92 4' - 6"
8A 7A
8A
9A
1E

4.4 6' - 9" 14' - 0" 8' - 6" 5' - 6" 6' - 6" 6' - 0" 14' - 6" 5' - 3" 1E 1E 1E 1E 1D
1D
1E
1E
1E
1E
1E
1E
1E
1E
1E
6' - 0" 11' - 6" 3' - 3" 7' - 3" 14' - 0"
13' - 0"
6' - 9" 7' - 3" 15' - 0"
13' - 0" 5' - 9" 6' - 3" 13' - 0"
9' - 6"
1F
1D
1E 8' - 0" 5' - 6" 13' - 6" 4' - 6" 6' - 6"
1F
10A
10A 10A 10A 10A
10A
10A
10A
10A 1D
10A 1E
4A
4A
1D 10A 10A
1E 10A
10A
1D
1D
1D
1D
10A
1E
1D 1D 1F
1E
10A 10A
10A
1D 1D
1E
1D
3B
3B
3B
3B
3B
217
2A
218
3B
210
3B
216
2B
215
2A
214
2B
213
2E 212
2A
211
2B
209
1B
208
1B
206
1A
205
1A
207
3A
201
3A
202
3B
203
3B
204
3B
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21
6/A5.21
10/A5.21
6/A5.21 6/A5.21 6/A5.21
10/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21
10/A5.21
6/A5.21
10/A5.21 6/A5.21
6/A5.21 6/A5.21 6/A5.21
6/A5.21 6/A5.21 6/A5.21
6/A5.21 6/A5.21
6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21
6/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
10/A5.21 6/A5.21 6/A5.21
6/A5.21
10/A5.21 6/A5.21 6/A5.21
10/A5.21 6/A5.21
6/A5.21 6/A5.21
10/A5.21
6/A5.21
6/A5.21
10/A5.21 6/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 10/A5.21
10/A5.21
10/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21 10/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
10/A5.21
10/A5.21
14/A5.21
10/A5.21
10/A5.21
14/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21
10/A5.21
10/A5.21
10/A5.21
14/A5.21
10/A5.21
6/A5.21
6/A5.21
8/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
5 TYP.
13 TYP.
1 TYP.
2 TYP.
2 TYP.
9 TYP.
8 TYP.
10 TYP.
3 TYP.
6 TYP.
11 TYP.
4 TYP.
7 TYP.
6 TYP.
13 TYP.

ELEV 2
ELEV 1

1.5 1.4

1.25 1/8" = 1'-0"
1 BUILDING B - SECOND FLOOR PLAN
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A2.03
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - SECOND FLOOR PLAN
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
N

KEY PLAN

ALL STORMWATER RUN-OFF FROM ROOF DRAINS,

DOWNSPOUTS, AND AREA DRAINS WITHIN PODIUM AND

SIDE YARDS TO BE CONNECTED TO APPROVED LID / BMP
(SEE C3.00, P1.02 - P1.09 FOR MORE INFORMATION).

PUMP DESIGN FOR RAINWATER HARVESTING TANK SHALL
BE PROVIDED BY MANUFACTURER (TBD AT LATER DATE).

SEE SYSTEMS DIAGRAM IN APPROVED LID EXHIBIT ON C3.01
A.

B.

LID / STORMWATER MANAGEMENT NOTES

PROVIDE INTERNET WIFI SYSTEM IN EXTERIOR CORRIDORS
FOR UNIT SUBMETER DISPLAYS. CLIENT TO CONFIRM

SERVICE PROVIDER DURING CONSTRUCTION

PROVIDE CCTV SYSTEM WITH CAMERAS AT ALL

EXTERIOR CORRIDORS, INTERIOR COMMON ROOMS,
AND EXTERIOR COURTS AND SIDE YARDS. TO BE

PROVIDED AS A DESIGN-BUILD SYSTEM BY THE

GENERAL CONTRACTOR DURING CONSTRUCTION

EV CAPABLE STALLS WITH THE ELECTRICAL
PROVISIONS FOR SUPPORTING FUTURE LEVEL 2
EVSE. SEE ELECTRICAL DRAWINGS.

EV READY STALLS EQUIPPED WITH LOW POWER LEVEL 2
EV CHARGING RECEPTACLES. SEE ELECTRICAL DRAWINGS.

A.

B. C.

D.

GENERAL NOTES:

HARDROCK TOPPING SLAB W/ "CLASS A" FLAME SPREAD
RATING. SLOPED TO DRAINAGE PER PLAN (MAX 1.8%).

FLOOR ASSEMBLY TO BE 1-HOUR AND SLIP RESISTANT
42" TALL METAL PICKET GUARDRAIL (PER DETAIL 1/A5.32)
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)

SEMI-RECESSED FIRE EXTINGUISHER CABINET
(PER DETAIL 3/G4.51). FIRE MARSHAL TO DETERMINE

FINAL LOCATIONS OF CABINETS DURING FIELD INSPECTIONS
(SEE FIGURE 7/G3.04 FOR PROPOSED LOCATIONS)
1-HOUR RATED SEISMIC GAP W/ EXPANSION JOINT COVER.

TOP OF COVER SHALL NOT EXCEED ADJACENT F.F.E BY
MORE THAN 1/2" AND SHALL COMPLY W/ SECTIONS 11B-302
AND 11B-303 (PER DETAIL 3/A5.53 & STRUCTURAL DWGS).

EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
EXPOSED HSS STRUCTURAL STEEL COLUMN W/ 1-HOUR
RATED INTUMESCENT PAINT FINISH (PER DETAIL 1/A5.33,

SEE STRUCTURAL PLANS FOR MEMBER SIZES)
ELEVATOR (MANUFACTURER: OTIS OR APPROVED EQUAL).

NO STANDBY POWER PROVIDED PER CBC SECTION 1009.2.1
EXCEPTION 1 (SEE A3.51 FOR MORE INFORMATION)

OVERHEAD ELEVATOR DOOR SMOKE CONTAINMENT
SYSTEM (SMOKE GUARD MODEL 200 OR APPROVED EQUAL)
COMPLYING WITH ICC ESAC 77 REQUIREMENTS. THE DOOR
SHALL BE SMOKE ACTIVATED PER SECTION 715.4.8 OF THE
2025 CBC (PER DETAIL 5/A5.53).

TRASH / RECYCLING / COMPOST CHUTES WITH PNEUMATIC
DOORS COMPLYING WITH SECTION 11B-309.4. INSTALL PER
MANUFACTURERS STANDARD DETAILS. CHUTES TERMINATE

IN TRASH / RECYCLING ROOM AT BASEMENT LEVEL
CLASS 1 STANDPIPE AT ALL STAIRS THROUGH TO ROOF
COMBINED WITH AUTOMATIC SPRINKLER SYSTEM . TYP.

VERTICAL PLUMBING RISER (SEE PLUMBING PLANS)

ACCESSIBLE MANEUVERING CLEARANCE (SIZE PER PLAN)

ROOF LINE ABOVE

1. 2.

3. 4.

5. 6

7. 8.

9. 10.

11. 12.

13. 14.
2 B-A4.23
2 B-A4.23
E

OPEN TO
BELOW

3.2 1.3
F
E.1
B C MATCH LINE:

B C MATCH LINE: 25' - 3 1/4" 38' - 0" 5' - 8 3/4" 14' - 3 1/4" 15' - 3" D.1
C.3

8.1 7.1 5.2 3.1
2 B-A4.21
2 B-A4.21
1 B-A4.21
1 B-A4.21
1 B-A4.22
1 B-A4.22
1 B-A4.24
1 B-A4.24
1 B-A4.25
1 B-A4.25
1 B-A4.26
1 B-A4.26
C.2
A.2

2.1 A.1
C.1

1.1 A
57' - 0" 28' - 9" 28' - 9" 15' - 0" 15' - 0" 27' - 6" 22' - 0" 1 1.2 2' - 0" 36' - 0"
A.3
13 G3.25
13 G3.25

1.10 4.3

1.11 1.12 1.13 1.14 1.15 1.16
2 B-A4.22
2 B-A4.22
1F
1F
1D
1F
1E
2B 2B
1D
1D
1F
1E
1F
1F
1E
10A
10A
10A
10A
10A

4.1 1
B-A4.23
1 B-A4.23
2 B-A4.26
2 B-A4.26
2 B-A4.24
2 B-A4.24
41' - 3" 25' - 9" 3' - 0" 14' - 6" 20' - 9"
41' - 0"
41' - 0"
28' - 9"
1D
1E
1E
1E
1E
1E
1E
1E
1E
1E
6' - 9" 14' - 0" 8' - 6" 5' - 6" 6' - 6" 6' - 0" 14' - 6" 5' - 3" 36' - 0" 2' - 0" 1F
1D 5' - 0" 13' - 0" 9' - 10" 8' - 2" 3' - 0 1/4" 5' - 6" 5' - 9" 4' - 0" 5' - 6" 5' - 9" 1F
1D
1E 8' - 0" 5' - 6" 13' - 6" 4' - 6" 6' - 6"
3 8'
- 0" 7' - 6" 17'
- 0" 8' - 0" 5' - 6" 7' - 8" 11' - 10" 9' - 0" 7' - 6"
6' - 0" 9' - 0" 9' - 0" 4' - 6" 8' - 9" 3' - 0" 12' - 6" 13' - 0" 6' - 0" 14' - 0" 7' - 0" 13' - 0" 8' - 0" 10' - 9" 8' - 0" 2' - 0"5' - 0" 6' - 0" 5' - 0" 14' - 6" 6' - 0" 7' - 0" 8' - 0" 8' - 0"

4.92 10A
7A
8A
9A

4.4 1E 1E 1E 1E 1D
6' - 0" 11' - 6" 3' - 3" 7' - 3" 14' - 0"
13' - 0"
6' - 9" 7' - 3" 15' - 0"
13' - 0" 5' - 9" 6' - 3" 13' - 0"
9' - 6"
1F
1D
1D
1E
1E
1E
1E 1E 1E 1D 1D 1F 1E 1E 1F 1D 1E 1E
10A
1E
10A
1E 1E
1E 1E
10A
1E
1E
1D
1D
10A
10A
1E
1E
8A
10A 10A
1D
1E
10A
1D
4A
4A
10A
1E
10A
1D 1D
1E
1D
10A
1E
418
2A
401
3A
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21
10/A5.21
6/A5.21
402
3B
403
3B
419
3B
408
3A
407
1A
406
2C
405
2D
404
3B
410
1B
409
1B
411
3B
417
2B
416
2A
415
2B
414
2E 413
2A
412
2B
10A
5 TYP.
13 TYP.
1 TYP.
2 TYP.
2 TYP.
9 TYP.
8 TYP.
10 TYP.
12 TYP.
3 TYP.

D
N
U
P
6 TYP.
11 TYP.
4 TYP.
7 TYP.
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21
10/A5.21 6/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21
6/A5.21
10/A5.21 6/A5.21 6/A5.21
10/A5.21
10/A5.21
6/A5.21
10/A5.21 6/A5.21
6/A5.21
6/A5.21
10/A5.21 10/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21
6/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
10/A5.21
6/A5.21
10/A5.21
10/A5.21
10/A5.21
10/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
10/A5.21
10/A5.21
10/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
10/A5.21
10/A5.21
14/A5.21
10/A5.21
10/A5.21
14/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
10/A5.21 10/A5.21 6/A5.21
10/A5.21
10/A5.21
14/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
8/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6 TYP.
13 TYP.

ELEV 2
ELEV 1

1.5 1.4

1.25 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A2.04
-
02/17/2026

JDP, SD
SD, VM
600 N. ROSEMEAD
AVE

BUILDING B - THIRD & FOURTH FLOOR
PLAN
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/8" = 1'-0"
1 BUILDING B - 3RD & 4TH FLOOR PLAN N

KEY PLAN

ALL STORMWATER RUN-OFF FROM ROOF DRAINS,

DOWNSPOUTS, AND AREA DRAINS WITHIN PODIUM AND

SIDE YARDS TO BE CONNECTED TO APPROVED LID / BMP
(SEE C3.00, P1.02 - P1.09 FOR MORE INFORMATION).

PUMP DESIGN FOR RAINWATER HARVESTING TANK SHALL
BE PROVIDED BY MANUFACTURER (TBD AT LATER DATE).

SEE SYSTEMS DIAGRAM IN APPROVED LID EXHIBIT ON C3.01
A.

B.

LID / STORMWATER MANAGEMENT NOTES

PROVIDE INTERNET WIFI SYSTEM IN EXTERIOR CORRIDORS
FOR UNIT SUBMETER DISPLAYS. CLIENT TO CONFIRM

SERVICE PROVIDER DURING CONSTRUCTION

PROVIDE CCTV SYSTEM WITH CAMERAS AT ALL

EXTERIOR CORRIDORS, INTERIOR COMMON ROOMS,
AND EXTERIOR COURTS AND SIDE YARDS. TO BE

PROVIDED AS A DESIGN-BUILD SYSTEM BY THE

GENERAL CONTRACTOR DURING CONSTRUCTION

EV CAPABLE STALLS WITH THE ELECTRICAL
PROVISIONS FOR SUPPORTING FUTURE LEVEL 2
EVSE. SEE ELECTRICAL DRAWINGS.

EV READY STALLS EQUIPPED WITH LOW POWER LEVEL 2
EV CHARGING RECEPTACLES. SEE ELECTRICAL DRAWINGS.

A.

B. C.

D.

GENERAL NOTES:

HARDROCK TOPPING SLAB W/ "CLASS A" FLAME SPREAD
RATING. SLOPED TO DRAINAGE PER PLAN (MAX 1.8%).

FLOOR ASSEMBLY TO BE 1-HOUR AND SLIP RESISTANT
42" TALL METAL PICKET GUARDRAIL (PER DETAIL 1/A5.32)
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)

SEMI-RECESSED FIRE EXTINGUISHER CABINET
(PER DETAIL 3/G4.51). FIRE MARSHAL TO DETERMINE

FINAL LOCATIONS OF CABINETS DURING FIELD INSPECTIONS
(SEE FIGURE 7/G3.04 FOR PROPOSED LOCATIONS)
1-HOUR RATED SEISMIC GAP W/ EXPANSION JOINT COVER.

TOP OF COVER SHALL NOT EXCEED ADJACENT F.F.E BY
MORE THAN 1/2" AND SHALL COMPLY W/ SECTIONS 11B-302
AND 11B-303 (PER DETAIL 3/A5.53 & STRUCTURAL DWGS).

EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
EXPOSED HSS STRUCTURAL STEEL COLUMN W/ 1-HOUR
RATED INTUMESCENT PAINT FINISH (PER DETAIL 1/A5.33,

SEE STRUCTURAL PLANS FOR MEMBER SIZES)
ELEVATOR (MANUFACTURER: OTIS OR APPROVED EQUAL).

NO STANDBY POWER PROVIDED PER CBC SECTION 1009.2.1
EXCEPTION 1 (SEE A3.51 FOR MORE INFORMATION)

OVERHEAD ELEVATOR DOOR SMOKE CONTAINMENT
SYSTEM (SMOKE GUARD MODEL 200 OR APPROVED EQUAL)
COMPLYING WITH ICC ESAC 77 REQUIREMENTS. THE DOOR
SHALL BE SMOKE ACTIVATED PER SECTION 715.4.8 OF THE
2025 CBC (PER DETAIL 5/A5.53).

TRASH / RECYCLING / COMPOST CHUTES WITH PNEUMATIC
DOORS COMPLYING WITH SECTION 11B-309.4. INSTALL PER
MANUFACTURERS STANDARD DETAILS. CHUTES TERMINATE

IN TRASH / RECYCLING ROOM AT BASEMENT LEVEL
CLASS 1 STANDPIPE AT ALL STAIRS THROUGH TO ROOF
COMBINED WITH AUTOMATIC SPRINKLER SYSTEM . TYP.

VERTICAL PLUMBING RISER (SEE PLUMBING PLANS)

ACCESSIBLE MANEUVERING CLEARANCE (SIZE PER PLAN)

ROOF LINE ABOVE

1. 2.

3. 4.

5. 6

7. 8.

9. 10.

11. 12.

13. 14.

ROOF DECK
910 SF
2 B-A4.23
2 B-A4.23
E

OPEN TO
BELOW

ROOF DECK
575 SF
B C MATCH LINE:

B C MATCH LINE:

3.2 1.3
F 25' - 3 1/4" 38' - 0" 20' - 0" 15' - 3"
E.1
41' - 3" 25' - 9" 3' - 0" 14' - 6"
D.1
C.3

8.1 7.1 5.2 3.1 2
B-A4.21
2 B-A4.21
1 B-A4.21
1 B-A4.21
1 B-A4.22
1 B-A4.22
1 B-A4.24
1 B-A4.24
2 B-A4.25
2 B-A4.25
1 B-A4.25
1 B-A4.25
1 B-A4.26
1 B-A4.26
C.2

2.1 A.1
C.1

1.1 1

1.2 A.3 36' - 0"
13 G3.25
13 G3.25

1.10 4.3

1.11 1.12 1.13
20' - 9"
41' - 0"
41' - 0"
28' - 9"

1.14 1.15 1.16
2 B-A4.22
2 B-A4.22
2A 2A 2A
2A
2A
2A
2A 2A
1E 1E 1E 1E 1E

4.1 1
B-A4.23
1 B-A4.23
2 B-A4.26
2 B-A4.26
2 B-A4.24
2 B-A4.24
DN
UP 6' - 0" 11' - 0" 8' - 6" 10' - 6" 36' - 0"
2B
2C 10' - 0" 8' - 6" 11' - 0" 6' - 6"
3 8'
- 0" 8' - 6" 16'
- 6" 7' - 6" 5' - 6"

4.92 57' - 0" 28' - 9"
7' - 0" 16' - 0" 5' - 6" 7' - 9" 4' - 0" 24' - 6" 7' - 0" 14' - 0" 28' - 9" 15' - 0" 15' - 0" 27' - 6" 23' - 0"
7' - 0" 16' - 0"
8' - 0" 13' - 0" 16' - 9" 15' - 0" 6' - 0"
7A 9A
8A
G3.26 2A
2B G3.26
6' - 10"
19' - 0"
19' - 0" 4' - 6"

4.4 5
7' - 9" 14' - 0" 7' - 6" 6' - 6" 5' - 6" 5' - 0" 16' - 6" 4' - 3" ' - 0" 11' - 6" 4' - 3" 6' - 3" 14' - 0"
14' - 0"
15' - 0"
13' - 0"
6' - 9" 5' - 3" 23' - 6" 8' - 0" 20' - 0" 10' - 0"
2B 2A
2A
2A
2A
2A
2A
2A
2A
2A
2A
2A
2C
2A
2A 2A 2A 2A 2B
2A
2A
2A
2B
2A
2C
2B
2B
10A 10A 10A
10A
1E
1A
10A
1A
8A
10A 10A 10A
10A
10A
10A
10A
10A
10A
10A 10A
501
3A
502
3B
503
3B
504
3B
507
3A 506
1A
505
1A
515
2A
516
3B
508
3B
514
2B
513
2A
512
2B
511
2E
510
2A
509
2B
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21
6/A5.21 6/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
10/A5.21
10/A5.21
10/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
10/A5.21
6/A5.21 6/A5.21 6/A5.21 6/A5.21 6/A5.21
6/A5.21
6/A5.21
10/A5.21
6/A5.21
10/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
10/A5.21 6/A5.21 6/A5.21
6/A5.21
10/A5.21 6/A5.21 6/A5.21
10/A5.21 6/A5.21
6/A5.21 6/A5.21
10/A5.21
6/A5.21
6/A5.21
10/A5.21 6/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 10/A5.21
10/A5.21
10/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21 10/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
10/A5.21
10/A5.21
10/A5.21
10/A5.21
10/A5.21
10/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21 6/A5.21 6/A5.21
10/A5.21
6/A5.21 6/A5.21
10/A5.21
10/A5.21
10/A5.21
14/A5.21
10/A5.21
6/A5.21
6/A5.21
8/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
6/A5.21
5 TYP.
13 TYP.
1 TYP.
2 TYP.
2 TYP.
9 TYP.
8 TYP.
10 TYP.
12 TYP.
3 TYP.
6 TYP.
11 TYP.
4 TYP.
7 TYP.
6 TYP.
13 TYP.
14 TYP.
14 TYP.
14 TYP.

ELEV 2
ELEV 1

1.5 1.4

1.25 1/8" = 1'-0"
1 BUILDING B - FIFTH FLOOR PLAN
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A2.05
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - FIFTH FLOOR PLAN
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
N

KEY PLAN

ALL STORMWATER RUN-OFF FROM ROOF DRAINS,

DOWNSPOUTS, AND AREA DRAINS WITHIN PODIUM AND

SIDE YARDS TO BE CONNECTED TO APPROVED LID / BMP
(SEE C3.00, P1.02 - P1.09 FOR MORE INFORMATION).

PUMP DESIGN FOR RAINWATER HARVESTING TANK SHALL
BE PROVIDED BY MANUFACTURER (TBD AT LATER DATE).

SEE SYSTEMS DIAGRAM IN APPROVED LID EXHIBIT ON C3.01
A.

B.

LID / STORMWATER MANAGEMENT NOTES

PROVIDE INTERNET WIFI SYSTEM IN EXTERIOR CORRIDORS
FOR UNIT SUBMETER DISPLAYS. CLIENT TO CONFIRM

SERVICE PROVIDER DURING CONSTRUCTION

PROVIDE CCTV SYSTEM WITH CAMERAS AT ALL

EXTERIOR CORRIDORS, INTERIOR COMMON ROOMS,
AND EXTERIOR COURTS AND SIDE YARDS. TO BE

PROVIDED AS A DESIGN-BUILD SYSTEM BY THE

GENERAL CONTRACTOR DURING CONSTRUCTION

EV CAPABLE STALLS WITH THE ELECTRICAL
PROVISIONS FOR SUPPORTING FUTURE LEVEL 2
EVSE. SEE ELECTRICAL DRAWINGS.

EV READY STALLS EQUIPPED WITH LOW POWER LEVEL 2
EV CHARGING RECEPTACLES. SEE ELECTRICAL DRAWINGS.

A.

B. C.

D.

GENERAL NOTES:

HARDROCK TOPPING SLAB W/ "CLASS A" FLAME SPREAD
RATING. SLOPED TO DRAINAGE PER PLAN (MAX 1.8%).

FLOOR ASSEMBLY TO BE 1-HOUR AND SLIP RESISTANT
42" TALL METAL PICKET GUARDRAIL (PER DETAIL 1/A5.32)
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)

SEMI-RECESSED FIRE EXTINGUISHER CABINET
(PER DETAIL 3/G4.51). FIRE MARSHAL TO DETERMINE

FINAL LOCATIONS OF CABINETS DURING FIELD INSPECTIONS
(SEE FIGURE 7/G3.04 FOR PROPOSED LOCATIONS)
1-HOUR RATED SEISMIC GAP W/ EXPANSION JOINT COVER.

TOP OF COVER SHALL NOT EXCEED ADJACENT F.F.E BY
MORE THAN 1/2" AND SHALL COMPLY W/ SECTIONS 11B-302
AND 11B-303 (PER DETAIL 3/A5.53 & STRUCTURAL DWGS).

EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
EXPOSED HSS STRUCTURAL STEEL COLUMN W/ 1-HOUR
RATED INTUMESCENT PAINT FINISH (PER DETAIL 1/A5.33,

SEE STRUCTURAL PLANS FOR MEMBER SIZES)
ELEVATOR (MANUFACTURER: OTIS OR APPROVED EQUAL).

NO STANDBY POWER PROVIDED PER CBC SECTION 1009.2.1
EXCEPTION 1 (SEE A3.51 FOR MORE INFORMATION)

OVERHEAD ELEVATOR DOOR SMOKE CONTAINMENT
SYSTEM (SMOKE GUARD MODEL 200 OR APPROVED EQUAL)
COMPLYING WITH ICC ESAC 77 REQUIREMENTS. THE DOOR
SHALL BE SMOKE ACTIVATED PER SECTION 715.4.8 OF THE
2025 CBC (PER DETAIL 5/A5.53).

TRASH / RECYCLING / COMPOST CHUTES WITH PNEUMATIC
DOORS COMPLYING WITH SECTION 11B-309.4. INSTALL PER
MANUFACTURERS STANDARD DETAILS. CHUTES TERMINATE

IN TRASH / RECYCLING ROOM AT BASEMENT LEVEL
CLASS 1 STANDPIPE AT ALL STAIRS THROUGH TO ROOF
COMBINED WITH AUTOMATIC SPRINKLER SYSTEM . TYP.

VERTICAL PLUMBING RISER (SEE PLUMBING PLANS)

ACCESSIBLE MANEUVERING CLEARANCE (SIZE PER PLAN)

ROOF LINE ABOVE

1. 2.

3. 4.

5. 6

7. 8.

9. 10.

11. 12.

13. 14.
2 B-A4.23
2 3.2 B-A4.231.3
F
E.1

8.1 7.1 5.2 3.1
B C MATCH LINE:

B C MATCH LINE: 25' - 3 1/4" 38' - 0" 4' - 6"
41' - 3" 43' - 3"
1 B-A4.21
1 B-A4.21
1 B-A4.22
1 B-A4.22
1 B-A4.24
1 B-A4.24
2 B-A4.25
2 B-A4.25
1 B-A4.25
1 B-A4.25
1 B-A4.26
1 B-A4.26
C.2

2.1 A.1
C.1

1.1 1
A.3
28' - 6" 28' - 6" 28' - 9" 2' - 0" 4' - 6" 36' - 0" 5' - 6" 13 G3.25
13 G3.25

1.10 4.3

1.11 1.12 1.13 1.14 1.15
2 B-A4.22
2 B-A4.22

SOLAR ZONE
(1,720 SF)

SOLAR ZONE
(760 SF)

4.1 1
B-A4.23
1 B-A4.23
2 B-A4.26
2 B-A4.26
2 B-A4.24
2 B-A4.24
DN
UP

4.92 SOLAR ZONE
(1,390 SF)
SLOPE
SLOPE

4.4 24' - 0" 8' - 0"
10' - 0" 19' - 0" 12' - 3" CLR. TYP. 10' - 0"
TYP.
10' - 0" 4' - 6" 20' - 9 1/4" 3' - 6" TYP.

1.00%
SLOPE
CLR.
36" CLR. TYP. 10' - 0"

1.00%
SLOPE 1.00% SLOPE 1.00% SLOPE
36" 36"36" 12' - 6"
3' - 9" 1.00% SLOPE 1.00% SLOPE

1.00%
SLOPE

1.00%
SLOPE
8 TYP.
3 TYP.
7 TYP.
10 TYP.
2 TYP.
5 TYP.
4 TYP.

SOLAR ZONE
(420 SF)
36" 36" CLR. TYP. 10' - 0"
36" CLR. TYP.
10' - 0 1/4" CLR. TYP. 10' - 0" 1.0
0 % SL
OPE 1.0
0 % SL
OPE

1.00%
SLOPE

1.00%
SLOPE 1.0
0 % SL
OPE

1.00%
SLOPE

1.00%
SLOPE 1.0
0 % SL
OPE 1.0
0 % SL
OPE
4' - 6 1/4" 28' - 9" 15' - 0" 15' - 0" 12' - 8" 3' - 6" 16' - 1" 18' - 6" 8' - 0" 4' - 6" 36' - 0" 6' - 6" 20' - 0" 9' - 6" 0' - 6" 36' - 0" 4' - 6" 26' - 0" 4' - 0" 6' - 0" 1' - 9"
8' - 0" 19' - 0" 5' - 6" 26' - 0" 4' - 6" 36" 36"
36" 36" CLR. TYP. 10' - 0"
CLR. TYP.
10' - 0" CLR. TYP. 10' - 0"
36"
20' - 9"
41' - 0"
28' - 9"
22' - 0"
6' - 9" 2' - 6"
4' - 6" 3
8'
- 0" 4' - 6" 5' - 6" 2
7'
- 0" 5' - 6"
11' - 9" 4' - 0" 5' - 0" 19' - 0"
8' - 6" SL
OPE 1.00
% 1.00
%

1.00%
20' - 9"
4' - 0" 16' - 3"
SLOPE
SLOPE

1.00%

SLOPE SL
OPE 1.00
% 1.00
%
SLOPE

1.00%

SLOPE SL
OPE 1.00
% 1.00
%
SLOPE

1.00%
SLOPE

1.00%
SLOPE

1.00%
SLOPE

1.00%
SLOPE

SLOPE SL
OPE
SLOPE

1.00%
SLOPE

1.00%
SLOPE
1' - 0"
SLOPE

1.00%
SLOPE

1.00%
SLOPE

1.00%
SLOPE

1.00%
SLOPE 1.00%
SLOPE 1.00
%
SLOPE 1.00
%
SLOPE 1.00% SLOPE 1.00
%
SLOPE 1.00
%
SLOPE

1.00%
SLOPE

1.00% 1.00% SLOPE
1 TYP.
1 TYP.
6 TYP.
9 TYP.

1.5 1.4
10'
- 9"

1.25 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A2.06
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ROOF PLAN
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 09/08/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
N

KEY PLAN
1/8" = 1'-0"
1 ROOF PLAN
60MIL MIN. FIRESTONE ULTRAPLY WHITE OR EQUAL
CLASS 'A' SINGLE PLY COOL ROOF OVER 1/4" DENS DECK

PRIME SHEATHING INSTALLED PER MANUFACTURER
RECOMMENDATIONS. PROVIDE PENETRATION FLASHING

AND TPO COATED SHEET METAL FLASHING PER
MANUFACTURER REQUIREMENTS. MINIMUM 78 SRI
(SOLAR REFLECTANCE INDEX) CONTRACTOR TO PROVIDE
MINIMUM 20 YEAR NDL WARRANTY. ICC# ESR 2831
(REFER TO S723-RFS-012 CUT SHEET ON BB-G1.60)

MECHANICAL CONDENSER UNITS ON EQUIPMENT PAD
(MIN. 8" A.F.F. HIGHEST ADJACENT ROOF FINISH ELEVATION
PER MANUFACTURER RECOMMENDATIONS).

CONDENSER UNIT DISCONNECT TO BE MOUNTED ON

EQUIPMENT PAD (SEE ELECTRICAL / MECHANICAL PLANS)

SOLAR PV PANEL ARRAY SYSTEM (TO BE PREPARED BY
SOLAR PV CONSULTANT AS A DESIGN BUILD ITEM. GENERAL

CONTRACTOR TO PROVIDE ALLOWANCE FOR SCOPE)
ROOF DRAIN AND OVERFLOW DRAIN. OVERFLOW

DRAIN SHALL DISCHARGE THROUGH WALL SCUPPERS
ONTO ROOF DECK AT LEVEL BELOW.

TRASH CHUTE EXHAUST VENTS

PLUMBING VENT TO ROOF

EQUIPMENT SCREEN

WATER TANK MOUNTED ON EQUIPMENT PAD
(SIZE TBD BY PLUMBING ENGINEER)

ROOF ANCHOR
42" TALL METAL GAURDRAIL
EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

ALL STORMWATER RUN-OFF FROM ROOF DRAINS,

DOWNSPOUTS, AND AREA DRAINS WITHIN PODIUM AND

SIDE YARDS TO BE CONNECTED TO APPROVED LID / BMP
(SEE C3.00, P1.02 - P1.09 FOR MORE INFORMATION).

PUMP DESIGN FOR RAINWATER HARVESTING TANK SHALL
BE PROVIDED BY MANUFACTURER (TBD AT LATER DATE).

SEE SYSTEMS DIAGRAM IN APPROVED LID EXHIBIT ON C3.01
A.

B.

LID / STORMWATER MANAGEMENT NOTES

SOLAR ZONE AREA WITH TOTAL AREA EQUAL TO OR GREATER
THAN 15% OF THE BUILDING'S TOTAL ROOF AREA PROVIDED
(2020 LAGBC 4.211.4).

ROOF AREA: 18,750 SF
SOLAR ZONE AREA REQUIRED: 18,750 SF x .15 = 2,812 SF
SOLAR ZONE AREA PROVIDED: 4,290 SF > 15% REQUIRED

SOLAR ZONE SHALL BE FREE OF OBSTRUCTIONS AND BE

SETBACK AT LEAST TWO TIMES THE HEIGHT OF OBSTRUCTIONS,

INCLUDING BUT NOT LIMITED TO, VENTS, CHIMNEYS, AND
EQUIPMENT (2020 LAGBC 4.211.4)

SOLAR ZONE NOTES
MASTER

BEDROOM
130 SF

BEDROOM
105 SF

LIVING / DINING
186 SF

KITCHEN
100 SF

BATHROOM
65 SF
54x60
30x48
30x48
30x48
30x48
30x48
30x48
CLOSET
/ 3 L.F.

CLOSET
/ 4 L.F.

CMD SD
SD
SD SD
MB
T
1 3
2 TYP.

TYP.

TYP.
6 TYP.
4 TYP.
5 TYP.
4' - 5" 7' - 8" 14' - 6"
26' - 7"
37' - 1"
2' - 0" 10' - 7" 10' - 9" 13' - 9"
37' - 1"
2' - 6" 9' - 6"

90.00°

90.00°
4' - 5" 3' - 10" 4' - 5" 24' - 5"
12' - 1" 2' - 6"
26' - 7"
54x60
CLOSET
/ 3 L.F.
10/A5.21
9B/A5.21
12C/A5.21
9A/A5.21
9B/A5.21
9B/A5.21
9A/A5.21
9A/A5.21
9A/A5.21
9B/A5.21
9B/A5.21
9A/A5.21
9A/A5.21
10A
11A
11A 11A
12B
12B
12B
12B
10A

BATHROOM
65 SF
MASTER

BEDROOM
130 SF

LIVING / DINING
213 SF

KITCHEN
60 SF
SD
CMD
DW WS
SD
SD
SD
CLOSET / 10 L.F.

CLOSET / 9 L.F.

MB
54x60
54x60
30x48
30x48
30x48
30x48
30x48
30x48
54x60

BEDROOM
145 SF
3 3
2 TYP.

TYP.

TYP. 6
TYP.
10' - 7" 10' - 9" 13' - 9"10' - 7" 24' - 6"
35' - 1"
15' - 0" 4' - 5" 7' - 8"
27' - 1"
16' - 5 11/16" 10' - 1 3/16"
27' - 1"
35' - 1"
4 TYP.
5 TYP.

T
1B/A5.01
9B/A5.21
9A/A5.21
12C/A5.21
9A/A5.21
9A/A5.21
14/A5.21
9B/A5.21
9A/A5.21
9B/A5.21
11A
11A
11A
13B
13B
LEGEND

ASSISTED LISTENING DEVICES AND SYSTEM
COMPLYING WITH 2022 CBC 11B-706.

SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION
APPROX., AND TBD BY SPRINKLER
CONTRACTOR PRIOR TO BIDDING. GC TO

COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED

TO TERMINATE OUTSIDE OF THE BUILDING
SD

SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)
ELECTRICAL PANEL. SEE 9/H-A5.41.

THRESHOLD. SEE 1/A6.11

CMD CARBON MONOXIDE DETECTOR
(HARD WIRED W/ BATTERY BACK-UP)
A.S.L.

SMART THERMOSTAT (ENERGY STAR).

T BRAEBURN MODEL 7205 (SEE G1.60)

MEDIA BOX (SEE ELECTRICAL PLANS) MB

ELECTRICAL OUTLETS SHALL BE NO
LOWER THAN 20" A.F.F. IN ANY SITUATION
(SEE ELECTRICAL PLAN FOR LOCATIONS)
MASTER

BEDROOM
149 SF
54x60

BEDROOM
149 SF

LIVING / DINING
202 SF

KITCHEN
100 SF

BATHROOM
65 SF
54x60
MB
SD
C
L
O
S
E
T / 11 L.F.

SD SD
CMD
WSDW
SD
30x48
30x48
30x48
30x48
30x48
30x48
CLOSET / 10 L.F.

NET SF = 715 SF / GROSS SF = 775 SF
1 3
2 TYP.
4 TYP.

TYP.

TYP.
6 TYP.
5 TYP.
11' - 0 3/4" 2' - 6" 12' - 0"
11' - 4" 10' - 5" 3' - 0" 12' - 4"11' - 4" 25' - 9"
37' - 1"
14' - 6 3/4" 11' - 0"
25' - 6 3/4"

TV WALL
11A
11A
25' - 6 3/4"
14/A5.21
9B/A5.21
9A/A5.21
9B/A5.21
9A/A5.21
9A/A5.21
9A/A5.21
12C/A5.21
9B/A5.21
1B/A5.01
11A
10A
T
54x60 54x60
54x60
54x60

LIVING / DINING
195 SF
MASTER

BEDROOM
145 SF

KITCHEN
100 SF

BATHROOM
65 SF

BEDROOM
122 SF

TV WALL
30x48
30x48
30x48
30x48
30x48
30x48
CMD
SD
MB
SD
SD SD
T
C
L
O
S
E
T / 6 L F. .

C
L
O
S
E
T / 6 L F. .

NET SF = 700 SF / GROSS SF = 760 SF
1 3
2 TYP.
4 TYP.

TYP.

TYP.
6 TYP.
5 TYP.
11' - 4" 10' - 5" 15' - 4"
12' - 0" 14' - 6 1/2"
12' - 0" 2' - 4 1/2" 2' - 4 1/2" 9' - 9 1/2"
26' - 6 1/2"
37' - 1"
11' - 4" 25' - 9"
37' - 1"

90.00°
14/A5.21
1B/A5.01
9A/A5.21
9A/A5.21
10/A5.21
12C/A5.21
9B/A5.21
9A/A5.21
9B/A5.21
9A/A5.21
9A/A5.21
12C/A5.21
11A 11A
11A
13A 13A
10A
30x48
30x48
30x48
30x48
30x48
30x48
54x60
54x60

BATHROOM
65 SF
54x60
MASTER

BEDROOM
130 SF

LIVING / DINING
220 SF

KITCHEN
60 SF
SD
CMD
WS
DW
T
MB
SD
SD
CLOSET / 11 L.F.

TV WALL
SD
1 3
2 TYP.
4 TYP.

TYP.

TYP.
6 TYP.
5 TYP.

NET SF = 565 SF / GROSS SF = 615 SF
14' - 6 1/2"
14' - 6 1/2"
11A
11A
10A
37' - 1"
12' - 2" 2
4' - 11"
12' - 2" 10' - 5" 14' - 6"
2' - 6" 12' - 0 1/2"
9A/A5.21
9B/A5.21
1B/A5.01
1B/A5.01
1B/A5.01
14/A5.21
12C/A5.21
13C

BATHROOM
65 SF
SD

KITCHEN
100 SF
DW WS30x48
30x48
30x48
30x48

LIVING / DINING
202 SF
SD CMD
SD
SD SD

BEDROOM
141 SF

BEDROOM
141 SF
CLOSET / 7 L.F. CLOSET / 7 L.F.
54x60
7' - 5 1/2" 2' - 0 1/2" 2' - 1 1/2" 8' - 5 1/4"
11' - 1" 10' - 7 3/4" 15' - 4 1/4"
20' - 0 3/4"
37' - 1"
21' - 8 3/4" 15' - 4 1/4"
37' - 1"
10' - 6 1/4" 9' - 6 1/2"
20' - 0 3/4"
3' - 0 1/4" 6' - 9 1/4" 4' - 8 3/4" 5' - 6 1/2" 54x60
9A/A5.21
9A/A5.21
9B/A5.21
9A/A5.21
9A/A5.21
14/A5.21
9B/A5.21
9A/A5.21
9A/A5.21
11A 11A
11A
10A
30x48
30x48
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/4" = 1'-0"
B-A3.01
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ENLARGED UNIT PLANS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/4" = 1'-0"
4 UNIT TYPE 2C - ENLARGED PLAN
1/4" = 1'-0"
5 UNIT TYPE 2D - ENLARGED PLAN

PROVIDE STROBE AND HORN ALARM APPLIANCE WITHIN
THE DWELLING UNIT (NEAR SMOKE DETECTION SYSTEM).

SUCH APPLIANCE SHOULD BE ACTIVATED UPON

ACTIVATION OF THE BUILDING FIRE ALARM AND THE
UNIT'S SMOKE ALARM SYSTEM.

PROVIDE A HARDWIRED ELECTRIC DOORBELL AT UNIT

ENTRANCE WHICH INITIATES AN AUDIBLE TONE AND A
VISIBLE SIGNAL WITHIN THE DWELLING UNIT W/ 180
DEGREE RANGE OF VIEW (MANUF: SONIC ALERT DB 200
OR APPROVED EQUAL. )

PROVIDE SMOKE DETECTION SYSTEM AND CARBON

MONOXIDE DETECTION SYSTEM
COMMUNICATION FEATURES:
-
-
-
ALL COMMUNICATION FEATURE UNITS (SEE G0.00) SHALL

HAVE THE FOLLOWING FEATURES COMPLYING WITH SECTION
11B-809.5 OF THE 2010 ADA STANDARDS:

ACCESSIBLE ROUTE WITHIN RESIDENTIAL UNIT
KITCHEN COMPLYING WITH 11B-804
BATHROOM COMPLYING WITH 11B-603

MOBILITY FEATURES
-
-
-
ALL MOBILITY FEATURE UNITS (SEE G0.00) SHALL HAVE THE
FOLLOWING MOBILITY FEATURES COMPLYING W/ 11B-809.2
THROUGH 11B-809.4 OF THE 2010 ADA STANDARDS:

ALL VISIBLE ALARM APPLIANCES SHALL PROVIDE NOTIFICATION OF

RESIDENTIAL DWELLING UNIT SMOKE DETECTION, FIRE ALARM
ACTIVATION, AND CARBON MONOXIDE DETECTION. ALL OTHER USES

FOR SAID APPLIANCES SHALL BE PROHIBITED

NONRESIDENTIAL FLOOR AREA SHALL BE USED FOR ONSITE

SUPPORTIVE SERVICES IN THE FOLLOWING AMOUNTS
FOR A DEVELOPMENT WITH MORE THAN 20 UNITS, AT LEAST
3 PERCENT OF THE TOTAL NONRESIDENTIAL FLOOR AREA

SHALL BE PROVIDED FOR ONSITE SUPPORTIVE SERVICES

THAT ARE LIMITED TO TENANT USE, INCLUDING, BUT NOT

LIMITED TO, COMMUNITY ROOMS, CASE MANAGEMENT
OFFICES, COMPUTER ROOMS, AND COMMUNITY KITCHENS.

UNITS WITHIN THE DEVELOPMENT, EXCLUDING MANAGERS’

UNITS, INCLUDE AT LEAST ONE BATHROOM AND A KITCHEN

OR OTHER COOKING FACILITIES, INCLUDING, AT MINIMUM, A
STOVETOP, A SINK, AND A REFRIGERATOR.

PERMANENT SUPPORTIVE HOUSING NOTES:

ACCESSIBLE TURN-AROUND SPACE (5'-0" D.I.A.)

ACCESSIBLE MANEUVERING SPACE (SIZE PER PLAN)
FURNITURE SHOWN FOR REFERENCE ONLY (N.I.C.)
WINDOWS ARE SHOWN FOR REFERENCE ONLY. SEE
THE A2-SERIES AND A6-SERIES FOR MORE INFORMATION

EXTERIOR AND INTERIOR RATED WALL ASSEMBLIES
SEPARATING UNITS ARE SHOWN FOR REFERENCE ONLY.

REFER TO A2-SERIES AND A5-SERIES FOR MORE INFO.
15" MDF SHELF W/ CLOSET POLE (TYP ALL BEDROOMS)

MDF SHELVING
-
-
-

1. 2.

3. 4.

5. 6.

7. DESIGN NOTES:
1/4" = 1'-0"
3 UNIT TYPE 2A - ENLARGED PLAN
1/4" = 1'-0"
2 UNIT TYPE 2B - ENLARGED PLAN
1/4" = 1'-0"
1 UNIT TYPE 1A - ENLARGED PLAN
1/4" = 1'-0"
6 UNIT TYPE 2E - ENLARGED PLAN
LEGEND

ASSISTED LISTENING DEVICES AND SYSTEM
COMPLYING WITH 2022 CBC 11B-706.

SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION
APPROX., AND TBD BY SPRINKLER
CONTRACTOR PRIOR TO BIDDING. GC TO

COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED

TO TERMINATE OUTSIDE OF THE BUILDING
SD

SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)
ELECTRICAL PANEL. SEE 9/H-A5.41.

THRESHOLD. SEE 1/A6.11

CMD CARBON MONOXIDE DETECTOR
(HARD WIRED W/ BATTERY BACK-UP)
A.S.L.

SMART THERMOSTAT (ENERGY STAR).

T BRAEBURN MODEL 7205 (SEE G1.60)

MEDIA BOX (SEE ELECTRICAL PLANS) MB

ELECTRICAL OUTLETS SHALL BE NO
LOWER THAN 20" A.F.F. IN ANY SITUATION
(SEE ELECTRICAL PLAN FOR LOCATIONS)
MASTER

BEDROOM
145 SF

BEDROOM
139 SF

LIVING / DINING
202 SF

KITCHEN
100 SF

BATHROOM
65 SF
MB
SD
SD SD
CMD
DW WS
SD 30x48
30x48 30x48
30x48 30x48
30x48 54x60
CLOSE
T / 9 L.F.

CLOSET
SD

BATHROOM
43 SF
1 3
TYP.

TYP.
6 TYP.
4 TYP.

BEDROOM
139 SF
CMD
SD SD
SD
T 54x60
CLOSE
T / 9 L.F.
2 TYP.
12' - 3 3/4" 2' - 4 3/4" 2' - 4 3/4" 11' - 5 1/2" 14' - 7" 4' - 11" 48' - 0 3/4" 10' - 2 3/16" 4' - 7" 10' - 6" 25' - 3 3/16" 10' - 7" 14' - 8 3/16" 25' - 3 3/16" 12' - 7" 5' - 7" 9' - 11" 19' - 11 3/4"
48' - 0 3/4"
5 TYP.
10/A5.21
12A/A5.21
9B/A5.21
12A/A5.21
12A/A5.21
9B/A5.21
9B/A5.21
9B/A5.21 9B/A5.21
12A/A5.21
12A/A5.21 12A/A5.21
9B/A5.21
9B/A5.21
9B/A5.21
12A/A5.21
9B/A5.21
9B/A5.21
12A/A5.21
10B
11A 11A
11A 11A
11A
11A
12A 12A

BATHROOM
65 SF
SD CLOSET / 6' LF
1 3
TYP.

TYP.
6 TYP.
4 TYP.
5 TYP.

BEDROOM
138 SF

BEDROOM
173 SF

LIVING / DINING
202 SF

KITCHEN
100 SF
SD
CMD
SD CMD
SD
SD
MB CLOSET / 3.5' LF
CLOSET / 4' LF
T
SD
2 TYP.
7 TYP. 12' - 2 3/16" 2' - 6" 10' - 7"
11' - 1" 2' - 4" 12' - 8" 13' - 6 1/2" 25' - 3 3/16"
39' - 7 1/2"
7' - 2" 27' - 4 1/2"
5' - 1" 34' - 6 1/2"
39' - 7 1/2" 54x60 30x48
30x48 30x48
30x48 30x48
30x48 25' - 3 3/16"
9B/A5.21
9B/A5.21
9B/A5.21
9A/A5.21
9B/A5.21 9A/A5.21
9A/A5.21
9A/A5.21
10/A5.21
9A/A5.21
14/A5.21
1B/A5.01
12C/A5.21
10B
11A 11A
11A
12B
12B
12A
1 3
2 TYP.
4 TYP.

TYP.

TYP.
6 TYP.
5 TYP. 54x60
28' - 0 3/4"
14' - 7" 13' - 5 3/4" 37' - 1" 14' - 5" 2' - 4" 9' - 8" 10' - 8" 28' - 0 3/4"
11' - 5 3/4" 5' - 8" 10' - 11" 13' - 8" 2' - 1" 10' - 8" 10' - 8" 37' - 1" 30x48 30x48 CLOSET / 5 L.F.

CLOSET / 7 L.F.

BATHROOM
65 SF
MASTER

BEDROOM
130 SF

LIVING / DINING
220 SF
SD

BEDROOM
130 SF

BEDROOM
130 SF

BATHROOM
65 SF
SD MB

KITCHEN
60 SF
SD
CMD
SD
SD
SD
CLOSET / 5.5 L.F.

T
54x60 30x48
30x48
30x48 30x48
12' - 1"
7' - 6"
9B/A5.21
9A/A5.21
9A/A5.21
CLOSET / 5.5 L.F.
9A/A5.21
9A/A5.21
9A/A5.21
9A/A5.21
9A/A5.21
9B/A5.21
9A/A5.21
9B/A5.21
9A/A5.21
12C/A5.21
9A/A5.21
9A/A5.21
14/A5.21
9A/A5.21
9A/A5.21
9B/A5.21
10A
12A
12A
12A
11A 11A
11A
12A
11A
11A
3' - 3 15/16"
9' - 7 5/16"

BEDROOM
140 SF
SD
CLOSET / 7 L.F.
54x60 54x60

BATHROOM
65 SF
SD
CLOSET / 7 L.F. CLOSET / 6 L.F.

BATHROOM
42 SF 30x48
30x48 30x48
30x48 30x48
30x48

KITCHEN
69 SF

LIVING / DINING
240 SF
SD
SD

BEDROOM
130 SF
SD

BEDROOM
130 SF
CMD SD
28' - 0 1/2"
TYP.
5 TYP.
4 TYP.
1 TYP.
2 TYP.
3 16' - 8" 11' - 4 1/2"
10' - 2 5/8" 2' - 7" 7' - 5 1/2" 14' - 9" 9' - 1" 13' - 3" 37' - 1" 37' - 1" 11' - 1" 2' - 1" 10' - 8" 2' - 6" 10' - 9" 28' - 0 1/2"
16' - 8" 11' - 4 1/2"
TYP.
6 9B/A5.21
9A/A5.21
9A/A5.21
14/A5.21
9A/A5.21
9A/A5.21
9A/A5.21
12C/A5.21
9B/A5.21
9A/A5.21
9B/A5.21
9A/A5.21
9B/A5.21
9B/A5.21
9B/A5.21
9B/A5.21
9B/A5.21
12C/A5.21
9B/A5.21
11A
11A
11A
13A
10A
11A
11A
13A
13A
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/4" = 1'-0"
B-A3.02
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ENLARGED UNIT PLANS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/4" = 1'-0"
3 UNIT TYPE 3A - ENLARGED PLAN

PROVIDE STROBE AND HORN ALARM APPLIANCE WITHIN
THE DWELLING UNIT (NEAR SMOKE DETECTION SYSTEM).

SUCH APPLIANCE SHOULD BE ACTIVATED UPON

ACTIVATION OF THE BUILDING FIRE ALARM AND THE
UNIT'S SMOKE ALARM SYSTEM.

PROVIDE A HARDWIRED ELECTRIC DOORBELL AT UNIT

ENTRANCE WHICH INITIATES AN AUDIBLE TONE AND A
VISIBLE SIGNAL WITHIN THE DWELLING UNIT W/ 180
DEGREE RANGE OF VIEW (MANUF: SONIC ALERT DB 200
OR APPROVED EQUAL. )

PROVIDE SMOKE DETECTION SYSTEM AND CARBON

MONOXIDE DETECTION SYSTEM
COMMUNICATION FEATURES:
-
-
-
ALL COMMUNICATION FEATURE UNITS (SEE G0.00) SHALL

HAVE THE FOLLOWING FEATURES COMPLYING WITH SECTION
11B-809.5 OF THE 2010 ADA STANDARDS:

ACCESSIBLE ROUTE WITHIN RESIDENTIAL UNIT
KITCHEN COMPLYING WITH 11B-804
BATHROOM COMPLYING WITH 11B-603

MOBILITY FEATURES
-
-
- ALL MOBILITY FEATURE UNITS (SEE G0.00) SHALL HAVE THE FOLLOWING MOBILITY FEATURES COMPLYING W/ 11B-809.2
THROUGH 11B-809.4 OF THE 2010 ADA STANDARDS:

ALL VISIBLE ALARM APPLIANCES SHALL PROVIDE NOTIFICATION OF

RESIDENTIAL DWELLING UNIT SMOKE DETECTION, FIRE ALARM
ACTIVATION, AND CARBON MONOXIDE DETECTION. ALL OTHER USES

FOR SAID APPLIANCES SHALL BE PROHIBITED

NONRESIDENTIAL FLOOR AREA SHALL BE USED FOR ONSITE

SUPPORTIVE SERVICES IN THE FOLLOWING AMOUNTS
FOR A DEVELOPMENT WITH MORE THAN 20 UNITS, AT LEAST
3 PERCENT OF THE TOTAL NONRESIDENTIAL FLOOR AREA

SHALL BE PROVIDED FOR ONSITE SUPPORTIVE SERVICES

THAT ARE LIMITED TO TENANT USE, INCLUDING, BUT NOT

LIMITED TO, COMMUNITY ROOMS, CASE MANAGEMENT
OFFICES, COMPUTER ROOMS, AND COMMUNITY KITCHENS.

UNITS WITHIN THE DEVELOPMENT, EXCLUDING MANAGERS’

UNITS, INCLUDE AT LEAST ONE BATHROOM AND A KITCHEN

OR OTHER COOKING FACILITIES, INCLUDING, AT MINIMUM, A
STOVETOP, A SINK, AND A REFRIGERATOR.

PERMANENT SUPPORTIVE HOUSING NOTES:

ACCESSIBLE TURN-AROUND SPACE (5'-0" D.I.A.)

ACCESSIBLE MANEUVERING SPACE (SIZE PER PLAN)
FURNITURE SHOWN FOR REFERENCE ONLY (N.I.C.)
WINDOWS ARE SHOWN FOR REFERENCE ONLY. SEE
THE A2-SERIES AND A6-SERIES FOR MORE INFORMATION

EXTERIOR AND INTERIOR RATED WALL ASSEMBLIES
SEPARATING UNITS ARE SHOWN FOR REFERENCE ONLY.

REFER TO A2-SERIES AND A5-SERIES FOR MORE INFO.
15" MDF SHELF W/ CLOSET POLE (TYP ALL BEDROOMS)

MDF SHELVING
-
-
-

1. 2.

3. 4.

5. 6.

7. DESIGN NOTES:
1/4" = 1'-0"
2 UNIT TYPE 3C - ENLARGED PLAN
1/4" = 1'-0"
1 UNIT TYPE 2F - ENLARGED PLAN
1/4" = 1'-0"
4 UNIT TYPE 3B - ENLARGED PLAN
W
W
W
W
W
W
W
W
W
DR
DR
DR
DR
DR
DR
DR
DR
DR
113-A 54x60
6/A5.21
9B/A5.21
2D/A5.21 2D/A5.21
30x48 30x48
30x48 30x48
111-A
111-B
111-C
54x60
10/A5.21 112-A
112-B
54x60
9B/A5.21
9B/A5.21
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/4" = 1'-0"
B-A3.03
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ENLARGED COMMON AREA
PLANS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
MIN. WIDTH
9' - 6 3/4" . MIN. WIDTH 5' - 4 3/4" . MIN. WIDTH 5' - 4 3/4" . 2D 2B
2A
2C
MIN. WIDTH (F.O.S.)
9' - 6 3/4" .
1 21
2 17
13 30x48
19 48x48 24" 38 3/4" 44 3/4" 17 1/2". 17"-18" 20 3/4" 24" 12" 6"-7" 1' - 9 3/4" 7' - 7"
12" 27" 15" 15" 43 3/4"
112 3/4"
2' - 7 1/2" 5' - 0 1/4" 21"
7"-9"
7 9 30x48
8 4" MAX.
6 TYP.

TYP.

TYP.
18 SD
22 TYP.
36" 48"
24 TYP.
25 5' - 1 1/4" 8" 29" 34" A.F.F. A.F.F. 17"-19". 19" A.F.F. MIN. CLG. HEIGHT 7' - 6" MIN. CLG. HEIGHT 7' - 6" 2 13
17 20 34" A.F.F. TO T.O SINK RIM 40" TO B.O REFLECTING SURFACE TO T.O GRAB BAR 7"-9" 1 21
10 22 TO OPERABLE PART
8 40" A.F.F.
6 7 34" A.F.F. 40" A.F.F. MIN. CLG. HEIGHT 7' - 6" TO T.O RIM 34" A.F.F. MIN. CLG. HEIGHT 7' - 6" 20 21
10 1
14 TO T.O. SINK RIM TO B.O. REFLECTING SURFACE
22 TYP.
8 40" A.F.F. TO OPERABLE PART 6" MIN. CLG. HEIGHT 7' - 6" MIN. CLG. HEIGHT 7' - 6" 20 10
21 20 34" A.F.F.
14 40" A.F.F. TO B.O. REFLECTING SURFACE
9 40" A.F.F. MEASURED TO CONTROLS 22
1 TO T.O. SINK RIM 29" A.F.F.
25 17"-19". 19" A.F.F. 34" A.F.F. MIN. CLG. HEIGHT 7' - 6" MIN. CLG. HEIGHT 7' - 6" 20 6 8" 29"
13 17
10 T.O OUTLET TO T.O GRAB BAR
2 37"
LEGEND
SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION APPROX.,

AND TBD BY SPRINKLER CONTRACTOR PRIOR TO
BIDDING. GC TO COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED TO

TERMINATE OUTSIDE OF THE BUILDING

SD SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)
PLUMBING RISER (SEE PLUMBING DRAWINGS) MIN. CLR. CEILING HT. 7' - 6" 1' - 1" 6' - 5" 8" 29" MIN. CLR. CEILING HT. 7' - 6" 3 13 40" A.F.F. 15" A.F.F.
11 20
4 17
13 T.O GRAB BAR 34" A.F.F.
5 8" 29" 17"-19" A.F.F.
16 A.F.F. 27"
20 15" A.F.F. 8" 29" 34" A.F.F. 76" A.F.F. 19" A.F.F. A.F.F. 15"-17". 34" A.F.F. 40" A.F.F. 2 6 13
17 20
4 5
20 11
10 TO T.O GRAB BAR TO T.O TOWEL BAR TO T.O OUTLET TO T.O GRAB BAR 17"-19" A.F.F. 27" A.F.F. 7 1/2" 2"
7-9".

TYP.

TYP.
12 46" A.F.F. MIN. CLR. CEILING HT. 7' - 6" MIN. CLR. CEILING HT. 7' - 6" A.F.F. 17" A.F.F. 15"-17". 34" A.F.F. 32 1/2" 34" A.F.F. 40" A.F.F. 10 6
17 2 8" 29"
13 20
14 1
15 23
21 TO B.O. REFLECTING SURFACE TO B.O. GRAB BAR / SINK RIM T.O. OUTLET MIN. CLR. CEILING HT. 7' - 6" 15" A.F.F. 76" A.F.F. 32 1/2" TO T.O SINK RIM 34" A.F.F. 40" A.F.F. MIN. CLR. CEILING HT. 7' - 6" 3 11
15 14
1 20
21 23 TO B.O REFLECTING SURFACE 34" A.F.F.
17 13 8" 29" TO T.O GRAB BAR
22 25
MIN. WIDTH
7' - 0" CLR.
37"
CLR.
47"
1" 24" 12" 29" 17.5" - 18"
5" 24" 12" 6" 12" 42" 32" 24" 5" 12" 32"
54x60
MIN. WIDTH
7' - 0" CLR.
17 1/4"
MIN. LENGTH
60" CLR. 48 - 52" CLR. 27" - 31" PER MANUFACTURER 48" CLR. MIN. 7"-9" 24" 24" 12" 22" 15 15"
1 13 17
2 6
12 13
4 3
11 23
19 18
1D 1B
1A
1C
16 30x48 5" 24" 1" 21" 1"
4 3/8" 2" CLR. WIDTH 30" MIN.
15"-16"
22 21
TYP.

TYP. TYP.

SD
MAX.

MIN / MAX.
6 3/4" MIN. WIDTH 9' - 7" CLR. 30x48 9' - 7" CLR. MIN. WIDTH 36x48 19 COUNTER BASE CABINET GRAB BAR

GRAB BAR
CLR.

BASE CABINET GRAB BAR GRAB BAR

GRAB BAR
24 25
17 17
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A3.41
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ENLARGED PLANS -

BATHROOMS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/2" = 1'-0"
1 COMMON RM. BATHROOM - ENLARGED PLAN
1/2" = 1'-0"
1D COM. ROOM BATHROOM - ELEVATION 2A
1/2" = 1'-0"
1C
COM. ROOM BATHROOM - ELEVATION 2B
1/2" = 1'-0"
1B COM. ROOM BATHROOM - ELEVATION 2C
1/2" = 1'-0"
1A COM. ROOM BATHROOM - ELEVATION 2D

LAVATORY W/ INSULATED DRAIN AND HOT WATER PIPE
WATER CLOSET (WITH MAX. OF 1.28 GALLON PER FLUSH)

LOCATE FLUSH CONTROL ON OPEN SIDE IN ALL UNITS
30" X 60" ADA ACCESSIBLE FIBERGLASS

TUB W/ SHATTER PROOF ENCLOSURE

SPOUT SHALL BE CENTERED WITHIN TUB ENCLOSURE, AND

VALVE SHALL BE WITHIN ACCESSIBLE REACH RANGE ON
FRONT END OF TUB. VALVE CONTROLS TO COMPLY WITH
2022 CBC 11B-309.4 OPERATION REQUIREMENTS
HAND HELD SHOWERHEAD W/ 24" SLIDE BAR AND 60" HOSE.

SLIDE BAR CENTERED WITHIN TUB, AND THE SHOWER HEAD
SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 GPM
TOILET PAPER HOLDER (SEE 1/H-G4.50).

TOILET SEAT COVER DISPENSER (SEE 1/H-G4.50).

SOAP DISPENSER (SEE 1/H-G4.50).

PAPER TOWEL DISPENSER / DISPOSAL UNIT,
RECESSED INTO STUD WALL (SEE 1/H-G4.50)
VINYL BASE (TYP.)

ROD & SHOWER CURTAIN
TOWEL BAR (SEE 1/H-G4.50).

GRAB BAR (SEE 4/H-G4.50).

MIRROR (40" A.F.F. MEASURED TO REFLECTING SURFACE)
18" x 26" MEDICINE CABINET WITH MIRROR.

PROVIDE USABLE SHELF NO HIGHER THAN 40" A.F.F.

PROVIDE NON-PERMANENT SEAT IN BATHTUB PER
11B-607.4.2, 11B-610.2, 11B 610.4 AT ADA/MOBILITY UNITS

PROVIDE CONTINUOUS WALL REINFORCEMENT FOR

INSTALLATION OF FUTURE NON-PERMANENT SEAT AND
GRAB BAR INSTALLATION (SEE 5/H-G4.50) .
5'-0" DIA. TURN-AROUND (TYP.)
48" x 30" CLEAR SPACE
GYPSUM WALL BOARD "TYPE X", PAINTED FINISH.

PAINTED 5/8" DENS ARMOR PLUS AT ALL WET
LOCATIONS (EG: BEHIND SINK, WC AND TUB)
SOLID SURFACE COUNTERTOP W/ 6" SPLASH.

GENERAL CONTRACTOR SHALL CUT ROUGH OPENINGS

IN SPLASH FOR WALL CONTROLS AND OUTLETS

CORBEL SUPPORT

REMOVABLE BASE CABINET AND FINISHED FLOOR BELOW
WITH KNEE AND TOE CLR PROVIDED. FOR WATER PIPE
(SEE 2/G4.50). VANITY TO BE CONFIGURED SUCH THAT WHEN
BASE CABINETRY IS REMOVED. THERE SHALL ONLY BE A
CORBEL TYPE SUPPORT ON EITHER SIDE. SEE 1A/H-A5.41.

WALLS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR WALL TYPES
DOORS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR DOOR TAG REFERENCES
AND DOOR SCHEDULE FOR MORE INFORMATION.

MDF SHELVING UNIT W/ CORBEL SUPPORT

1. 2. 3.

4. 5.

6. 7.

8. 9.

10. 11.

12. 13.

14. 15.

16. 17

18. 19.

20. 21.

22. 23.

24. 25.

26. 1/2" = 1'-0"
2D UNIT BATHROOM TYPE A - ELEVATION 1A
1/2" = 1'-0"
2C UNIT BATHROOM TYPE A - ELEVATION 1B
1/2" = 1'-0"
2B UNIT BATHROOM TYPE A - ELEVATION 1C
1/2" = 1'-0"
2A UNIT BATHROOM TYPE A - ELEVATION 1D
1/2" = 1'-0"
2 UNIT BATHROOM TYPE A - ENLARGED PLAN
12 1 7 8 5
25 10 3 20 2A
TYP. TYP.

TYP.

TYP.

PANTRY
REF 32" RANGE DEPTH REF. DEPTH 30"
18' - 9"
2" 11" 24" 1" 36" 1" 30"
40"

DISHWASHER REMOVABLE WORKSPACE
9' - 5" 6' - 0"
MIN. CLR. SPACE 1" 23" 24" MAX. COUNTER CABINET 7" 31" 27 1/4" 1" 28 1/4" 1 1/2" 29 3/4" 27 TYP.
18 19
1 TYP.
26 TYP. 8"

OVERALL WIDTH CABINET PANTRY
RANGE WIDTH FRIDGE WIDTH TYP.
29 TYP.
1" 30" 1" 11" 1" 34" 1"
15 TYP.
15 TYP.
28 TYP.
14 TYP.
30 15
TYP.
18' - 9"

UPPER CABINET UPPER CABINET
14 3 16
22 11 8
17 TYP.
10 TYP.

TYP.

TYP. 11" 16" 16" 10" 10" 10" A.F.F. 15" MIN. 2"1' - 6" CLR. CLG. HT. 7' - 6" 8' - 10" 6' - 7"
OVERALL WIDTH MIN. CLR. SPACE
2" 11" 24" 1" 36" 1" 30" 1" 1" 30" 1" 11" 1" 34" 1" DISHWASHER REMOVABLE WORKSPACE TO T.O. SINK RIM 21 16 7 5
TYP. 42" A.F.F. 36" A.F.F. 9' - 0" CLR. CLG. HT.
25 25 15
1 TYP.

CABINET PANTRY 7' - 4"
18 FRIDGE WIDTH
21 40"

CABINET PANTRY
23 24 6" 3' - 8" TYP. 24" 2" 18"

RANGE WIDTH

UPPER CABINET
30" 1" 30" 12" 1" 35" VARIES- A
FURRED WALL 6"
TYP.
24 19
17 TYP. 30" 2" 18"
UPPER
CABINET T.O. FREEZER SHELF 54"
1 4 5 7
10 11
12 13
14 15
2 3
6 8
9 16
17 18
19 38" 15" A.F.F. 45" (46" MAX. A.F.F.)
LEGEND
SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION APPROX.,

AND TBD BY SPRINKLER CONTRACTOR PRIOR TO
BIDDING. GC TO COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED TO

TERMINATE OUTSIDE OF THE BUILDING

SD SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)

PLUMBING RISER (SEE PLUMBING DRAWINGS)

USE FOR NON-MOBILITY UNITS ONLY
1A
1 TYP.

CABINET PANTRY
REF 32" REF. DEPTH RANGE DEPTH 30"
PANTRY
1" 1" 30" 1" 36" 1" 24" 1" 11" 2" 31" 63" 24" 1" 1" 23" 1" 9' - 0" 0' - 6 1/8"

WORKSPACE REMOVABLE DISHWASHER
COUNTER LENGTH 48" COUNTER DEPTH 23" 1" 23" 1" 24" MAX. 1" 23" CABINET 8" MAX. 24" (VARIES) 30" 18" 32" 11" CABINET
9' - 7"
9' - 6 1/8"
FRIDGE WIDTH RANGE 30x48
30x48 30x48
30x48 30x48
30x48
DW 94" 48"
3 7
TYP.
10 TYP.
12 TYP.
13 TYP.
14 TYP.
15 TYP.
16 TYP.
17 TYP.
18 TYP.
19 TYP.
22 TYP.
28 TYP.
29 TYP.
5 TYP.
1B
15 TYP.

B-A3.42 2' - 7" (VARIES) CABINET PANTRY

USE FOR NON-MOBILITY UNITS ONLY

UPPER CABINET UPPER CABINET
8 TYP. 9' - 0" CLR. HEIGHT

WORKSPACE
5 7
15 CABINET PANTRY
18 FRIDGE WIDTH
21 24

RANGE WIDTH
24" 30" 1" 18" 30"
TYP.
24 17
UPPER

CABINET
24" 31" 17" 1" 30" 1" 11"
9' - 7" 3' - 0" 1' - 10" 2' - 6" 0' - 2" T.O. FREEZER SHELF 54" 15" 10" 10" 16" 16" 11" 1 10 22
14 17
18 19
24 23
29 TYP.

TYP. TYP.

TYP.

TYP.

TYP. 7' - 6" 1' - 6"

USE FOR NON-MOBILITY UNITS ONLY
16 3 14
13 11 10
17 TYP.

TYP.
8' - 9"

OVERALL WIDTH
2" 36" 1/2" 24" 1/2" 11"
WORKSPACE REMOVABLE DISHWASHER TO T.O. SINK RIM
16 21
TYP. 42" A.F.F. 36" A.F.F. CLR. CLG. HT. 9' - 0"
1 TYP.
1" 30"
10 14
TYP.
23 25
27 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A3.42
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ENLARGED PLANS -

KITCHENS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/2" = 1'-0"
2 UNIT KITCHEN TYPE B - ENLARGED PLAN
1/2" = 1'-0"
2A UNIT KITCHEN TYPE B - ELEVATION
SOLID SURFACE COUNTERTOP W/ 8" SPLASH.

GENERAL CONTRACTOR SHALL CUT ROUGH OPENINGS

IN SPLASH FOR WALL CONTROLS AND OUTLETS
24" WIDE ENERGY STAR ADA COMPLIANT FRONT
LOAD DISHWASHER. (SEE H-G1.61).
24" WIDE ENERGY STAR NON-ACCESSIBLE FRONT LOAD
DISHWASHER. SEE H-G1.61 FOR MORE INFORMATION.

TOP FREEZER ENERGY STAR ADA COMPLIANT
REFRIGERATOR (14.6 CU. FT.). 50% OF FREEZER
STORAGE BELOW 54" A.F.F. MIN. CONTROLS SHALL
COMPLY WITH 11B-804.6.2 / 11B-309. (SEE H-G1.61).

TOP FREEZER NON-ACCESSIBLE ENERGY
STAR REFRIGERATOR (14.6 CU. FT.). SEE H-G1.61.

ELECTRIC COOKING RANGE / OVEN. CONTROLS AT

FRONT OF APPLIANCE FOR ADA UNITS / COMMON
SPACES / UNIVERSAL DESIGN UNITS. (SEE H-G1.61).

NON-ACCESSIBLE ELECTRIC COOKING RANGE (SEE H-G1.61).
30" WIDE ENERGY STAR COMPLIANT RANGEHOOD W/
NON-ACCESSIBLE 2 WAY EXHAUST FAN SWITCH.

AIR KING ESZ306ADA OR APPROVED EQUAL (SEE H-G1.61).
30" WIDE ENERGY STAR COMPLIANT RANGEHOOD W/
ACCESSIBLE 2 WAY EXHAUST FAN SWITCH AT 34" A.F.F.

AIR KING ESZ306ADA OR APPROVED EQUAL (SEE H-G1.61).

ELECTRICAL OUTLET (T.O. OUTLET MAX. 42" A.F.F., TYP
FOR ALL KITCHENS. LOCATIONS NEAR CORNERS SHALL
BE 36" MAX. FROM WALL PER FAIR HOUSING ACT)
30" DOUBLE KITCHEN SINK W/ GARBAGE DISPOSAL.

PROVIDE OFFSET REAR PLUMBING, INSULATED DRAIN
& HOT WATER PIPE. PROVIDE 6-1/2" MAX SINK DEPTH.
30" DOUBLE KITCHEN SINK W/ GARBAGE DISPOSAL.

PROVIDE CENTERED PLUMBING, INSULATED DRAIN
& HOT WATER PIPE. PROVIDE 6-1/2" MAX SINK DEPTH.
30" MIN. WORK COUNTER WITH 30" REMOVABLE

BASE CABINET AND FINISHED FLOOR BELOW WITH
KNEE AND TOE CLEARANCE PROVIDED.

COMPOSITE WOOD BASE CABINETS W/ HIGH PRESSURE
LAMINATE FINISH. DRAWERS & SHELVING AS SHOWN.

PULLS SHALL BE INSTALLED MIN. 15" A.F.F. SEE 1B/H-A5.41

COMPOSITE WOOD UPPER CABINETS W/ HIGH PRESSURE
LAMINATE FINISH. PROVIDE 1 REMOVABLE SHELVES
PER CABINET EQUALLY SPACED. SEE 3A/H-A5.41.

REMOVABLE BASE CABINET AND FINISHED FLOOR BELOW
WITH KNEE AND TOE CLR PROVIDED. FOR WATER PIPE
(SEE 2/G4.50). VANITY TO BE CONFIGURED SUCH THAT
WHEN BASE CABINTRY IS REMOVED. THERE SHALL ONLY BE
A CORBEL TYPE SUPPORT ON EITHER SIDE. SEE 1A/H-A5.41.

CABINET FILLER PIECE W/ HIGH PRESSURE

LAMINATE FINISH (MATCH CABINET FINISH)

COMPOSITE WOOD PANTRY CABINET W/ HIGH
PRESSURE LAMINATE FINISH. SEE ENLARGED UNIT PLANS
FOR LOCATION (B-A3.01 & B-A3.02).

EXPOSED CABINETRY SIDES TO RECIEVE HIGH PRESSURE

LAMINATE FINISH MATCHING ADJACENT CABINETS

CORBEL SUPPORT FOR SINK / COUNTERTOP
4" TOE SPACE VINYL BASE (TYP.)
FLOATING WOOD SHELF (SEE 2/H-A5.41)
FIXED MDF SHELVING (SEE 5/H-A5.41)

REMOVABLE / ADJUSTABLE MDF SHELVING
(NOT COUNTED AS FIXED STORAGE)
GYPSUM WALL BOARD. PROVIDE GREEN GUARD (OR

APPROVED EQUAL) MOISTURE RESISTANT GYPSUM

WALL BOARD AT ALL WET LOCATIONS

BACKSPLASH BELOW (SEE ELEVATIONS)
FURRED WALL W/ PLUMBING RISER (SEE 15/H-A5.21)
WALLS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR WALL TYPES
CABINET PULLS TO EXTEND BEYOND COUNTERTOP.

GENERAL CONTRACTOR TO COORDINATE 24" MAX
DEPTH FROM EDGE OF PULLS.

SEE FLOOR PLANS H-A2.02 THROUGH H-A2.07, FOR PANTRY
TYPE IN EACH UNIT.

SOLID SURFACE PENINSULA COUNTERTOP (4'X9' TYP.)

1. 2. 3.

4. 5.

6. 7.

8. 9.

10. 11.

12. 13.

14. 15.

16. 17.

18. 19.

20. 21.

22. 23.

24. 25.

26. 27.

28. 29.

30. 31.
1/2" = 1'-0"
1 UNIT KITCHEN TYPE A - ENLARGED PLAN
1/2" = 1'-0"
1A UNIT KITCHEN TYPE A - ELEVATION 1
1/2" = 1'-0"
1B UNIT KITCHEN TYPE A - ELEVATION 2
LEGEND
SPRINKLER HEAD ABOVE @ CEILING.
(NUMBER OF HEADS AND LOCATION APPROX.,

AND TBD BY SPRINKLER CONTRACTOR PRIOR TO
BIDDING. GC TO COORDINATE W/ ALL TRADES)
EXHAUST FAN W/ ONE AIR CHANGE EVERY 15
MIN. & W/ HUMIDISTAT SYSTEM (TYP.) SHALL BE
'ENERGY STAR' COMPLIANT AND BE DUCTED TO

TERMINATE OUTSIDE OF THE BUILDING

SD SMOKE DETECTOR (HARD WIRED

W/ BATTERY BACK-UP)

PLUMBING RISER (SEE PLUMBING DRAWINGS)
1A
1 TYP.

CABINET PANTRY
REF 32" REF. DEPTH

PANTRY REMOVABLE
COUNTER LENGTH COUNTER DEPTH 23" 1"
23" 10" 28" 30" 24"
9' - 7"
FRIDGE WIDTH 30x48
30x48 30x48
30x48
10 TYP.
14 TYP.
12 TYP.
13 TYP.
14 TYP.
16 TYP.
17 TYP.
18 TYP.
19 TYP.
28 TYP.
6 4
TYP.
1C
15 TYP.

B-A3.43 10' - 5 5/8"

RANGE DEPTH
30" 2' - 0" 0' - 11" 2' - 8" 2' - 9" 2' - 1 5/8"
23" 1" 2" 11" 1" 36" 1" 24" 1"
3' - 0" MAX. 2' - 0"
8' - 4" RANGE COUNTER DEPTH 23" CABINET CABINET

CABINET REMOVABLE DISHWASHER
1B 30x48
30x48
30x48 30x48
OUTLET

CABINET
DW
2 10
TYP. 3' - 0" MAX. OUTLET
10 TYP.
11 15
TYP.
15 TYP.
16 TYP.
25 29

UPPER CABINET UPPER CABINET
8 TYP. 1' - 3 1/2" 7' - 6"
7 5
15 CABINET PANTRY
18 FRIDGE WIDTH
21 24
2" 18" 28 1/4" 1" 29" 24"
TYP.
17 24
UPPER

CABINET
30" 24"
9' - 6 1/4" 3' - 0" A.F.F. 1' - 10" 2' - 6" 0' - 2" T.O. FREEZER SHELF 54" 15" 10" 10" 16" 16" 22 10 1
14 17
18 19
24 23
29 TYP.

TYP. TYP.

TYP.

TYP.

TYP. 7' - 6" 1' - 3 1/2" SOFFIT 8' - 9 1/2" CLR. CLG. HT. 8' - 6"
2' - 10"
3 16
14 13 11
17 TYP.

OVERALL WIDTH
1" 36" 1" 11" 2 1/2"
DISHWASHER REMOVABLE TO T.O. SINK RIM
21 TYP. 42" A.F.F. 36" A.F.F. 8' - 9 1/2" CLR. CLG. HT. 1TYP. 1" 24 1/2"
10 19

UPPER CABINET
9 TYP. 1' - 3 1/2" 7' - 6"

WORKSPACE /

REMOVABLE
6 15

RANGE WIDTH
30" 24"
TYP.
24 17

UPPER CABINET
33" 1" 30" 1" 8" 3" 3' - 0" MAX. A.F.F. 1' - 10" 2' - 6" 0' - 2" 1 10 13
17 TYP. 7' - 6" 1' - 3 1/2"
1' - 1 5/8" 1' - 5" 1' - 5"
8' - 5 5/8"
6' - 6 5/8"
TYP.
21 16 14
29 TYP.

TYP. TYP. TYP. 3' - 0" MAX. A.F.F. 1' - 10" 2' - 6" 0' - 2" UPPER

CABINET
UPPER

CABINET
UPPER
CABINET 8' - 9 1/2" CLR. CLG. HT.
2B
13 TYP.
6 2A B-A3.43

CABINET PANTRY
REF 32" REF. DEPTH
24" 36" 1" 30 3/8" 30"

FRIDGE WIDTH
10 TYP.
14 TYP.
4 TYP. COUNTER DEPTH CABINET

CABINET
15 TYP.
10' - 1 5/16"

RANGE DEPTH
30" 23" 9 5/8" 36" 11" 30" 11"
PANTRY
30x48 30x48
30x48 30x48 24" 10' - 0 5/8" 2' - 4" 2' - 0" 4' - 4" 30x48 30x48
11 DW
2 DISHWASHER REMOVABLE RANGE
15 TYP.
10 TYP.
18 TYP.
14 19
10 28
2' - 0" 0' - 5 3/4"
2' - 0" 6' - 1 13/16" 2' - 5 3/4"

CABINET
2C

CAN BE USED FOR MOBILITY UNITS

UPPER CABINET UPPER CABINET
8 TYP. 1' - 3 1/2" 7' - 6"
7 5
15 CABINET PANTRY
18 FRIDGE WIDTH
21 24
12" 36" 1" 29" 24"
TYP.
17 24
UPPER

CABINET
3 1/4" 33 3/4" 30" 24"
9' - 6" 3' - 0" A.F.F. 1' - 10" 2' - 6" 0' - 2" T.O. FREEZER SHELF 54" 15" 10" 10" 16" 16" 22 10 1
14 17
18 19
24 23
TYP. TYP. TYP.

TYP.

TYP.

TYP. 7' - 6" 1' - 3 1/2" SOFFIT 8' - 9 1/2" CLR. CLG. HT. 29 8' - 6"
1 2
3 4
5 6
7 8
9 10

REMOVABLE

UPPER CABINET
9 1' - 3 1/2" 7' - 6"

WORKSPACE /

REMOVABLE
6 15

RANGE WIDTH
12" 30" 11" 37" 20" 1 7/8"
TYP.
24 11" 1" 30" 1" 11" 36" 10" 3' - 0" MAX. A.F.F. 1' - 10" 2' - 6" 0' - 2" 1 TYP. 7' - 6" 1' - 3 1/2"
9' - 3 15/16"
14 16
29 TYP.

TYP.

TYP. 3' - 0" MAX. A.F.F. 1' - 10" 2' - 6" 0' - 2"
UPPER

CABINET
UPPER

CABINET
UPPER
CABINET 8' - 9 1/2" CLR. CLG. HT. A.F.F. 15" MIN.
11 21
TYP.
11 12
13 14
15 16
18 19
20 21
22 23 24
17 3
10 DISHWASHER
21 TYP.36" A.F.F. 8' - 9 1/2" CLR. CLG. HT. 1
TYP.
10 14
1" 24" 1" 28"
2 19
CABINET MAX. 15" A.F.F. 25
26 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A3.43
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ENLARGED PLANS -

KITCHENS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
SOLID SURFACE COUNTERTOP W/ 8" SPLASH.

GENERAL CONTRACTOR SHALL CUT ROUGH OPENINGS

IN SPLASH FOR WALL CONTROLS AND OUTLETS
24" WIDE ENERGY STAR ADA COMPLIANT FRONT
LOAD DISHWASHER. (SEE H-G1.61).
24" WIDE ENERGY STAR NON-ACCESSIBLE FRONT LOAD
DISHWASHER. SEE H-G1.61 FOR MORE INFORMATION.

TOP FREEZER ENERGY STAR ADA COMPLIANT
REFRIGERATOR (14.6 CU. FT.). 50% OF FREEZER
STORAGE BELOW 54" A.F.F. MIN. CONTROLS SHALL
COMPLY WITH 11B-804.6.2 / 11B-309. (SEE H-G1.61).

TOP FREEZER NON-ACCESSIBLE ENERGY
STAR REFRIGERATOR (14.6 CU. FT.). SEE H-G1.61.

ELECTRIC COOKING RANGE / OVEN. CONTROLS AT

FRONT OF APPLIANCE FOR ADA UNITS / COMMON
SPACES / UNIVERSAL DESIGN UNITS. (SEE H-G1.61).

NON-ACCESSIBLE ELECTRIC COOKING RANGE (SEE H-G1.61).
30" WIDE ENERGY STAR COMPLIANT RANGEHOOD W/
NON-ACCESSIBLE 2 WAY EXHAUST FAN SWITCH.

AIR KING ESZ306ADA OR APPROVED EQUAL (SEE H-G1.61).
30" WIDE ENERGY STAR COMPLIANT RANGEHOOD W/
ACCESSIBLE 2 WAY EXHAUST FAN SWITCH AT 34" A.F.F.

AIR KING ESZ306ADA OR APPROVED EQUAL (SEE H-G1.61).

ELECTRICAL OUTLET (T.O. OUTLET MAX. 42" A.F.F., TYP
FOR ALL KITCHENS. LOCATIONS NEAR CORNERS SHALL
BE 36" MAX. FROM WALL PER FAIR HOUSING ACT)
30" DOUBLE KITCHEN SINK W/ GARBAGE DISPOSAL.

PROVIDE OFFSET REAR PLUMBING, INSULATED DRAIN
& HOT WATER PIPE. PROVIDE 6-1/2" MAX SINK DEPTH.
30" DOUBLE KITCHEN SINK W/ GARBAGE DISPOSAL.

PROVIDE CENTERED PLUMBING, INSULATED DRAIN
& HOT WATER PIPE. PROVIDE 6-1/2" MAX SINK DEPTH.
30" MIN. WORK COUNTER WITH 30" REMOVABLE

BASE CABINET AND FINISHED FLOOR BELOW WITH
KNEE AND TOE CLEARANCE PROVIDED.

COMPOSITE WOOD BASE CABINETS W/ HIGH PRESSURE
LAMINATE FINISH. DRAWERS & SHELVING AS SHOWN.

PULLS SHALL BE INSTALLED MIN. 15" A.F.F. SEE 1B/H-A5.41

COMPOSITE WOOD UPPER CABINETS W/ HIGH PRESSURE
LAMINATE FINISH. PROVIDE 1 REMOVABLE SHELVES
PER CABINET EQUALLY SPACED. SEE 3A/H-A5.41.

REMOVABLE BASE CABINET AND FINISHED FLOOR BELOW
WITH KNEE AND TOE CLR PROVIDED. FOR WATER PIPE
(SEE 2/G4.50). VANITY TO BE CONFIGURED SUCH THAT
WHEN BASE CABINTRY IS REMOVED. THERE SHALL ONLY BE
A CORBEL TYPE SUPPORT ON EITHER SIDE. SEE 1A/H-A5.41.

CABINET FILLER PIECE W/ HIGH PRESSURE

LAMINATE FINISH (MATCH CABINET FINISH)

COMPOSITE WOOD PANTRY CABINET W/ HIGH
PRESSURE LAMINATE FINISH. SEE 3B/H-A5.41.

EXPOSED CABINETRY SIDES TO RECIEVE HIGH PRESSURE

LAMINATE FINISH MATCHING ADJACENT CABINETS

CORBEL SUPPORT FOR SINK / COUNTERTOP
4" TOE SPACE VINYL BASE (TYP.)
FLOATING WOOD SHELF (SEE 2/H-A5.41)
FIXED MDF SHELVING (SEE 5/H-A5.41)

REMOVABLE / ADJUSTABLE MDF SHELVING
(NOT COUNTED AS FIXED STORAGE)
GYPSUM WALL BOARD. PROVIDE GREEN GUARD (OR

APPROVED EQUAL) MOISTURE RESISTANT GYPSUM

WALL BOARD AT ALL WET LOCATIONS

BACKSPLASH BELOW (SEE ELEVATIONS)
FURRED WALL W/ PLUMBING RISER (SEE 15/H-A5.21)
WALLS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR WALL TYPES
CABINET PULLS TO EXTEND BEYOND COUNTERTOP.

GENERAL CONTRACTOR TO COORDINATE 24" MAX
DEPTH FROM EDGE OF PULLS.

SEE FLOOR PLANS H-A2.02 THROUGH H-A2.07, FOR PANTRY
TYPE IN EACH UNIT.

1. 2. 3.

4. 5.

6. 7.

8. 9.

10. 11.

12. 13.

14. 15.

16. 17.

18. 19.

20. 21.

22. 23.

24. 25.

26. 27.

28. 29.

30. 1/2" = 1'-0"
1 UNIT KITCHEN TYPE C - ENLARGED PLAN
1/2" = 1'-0"
1A UNIT KITCHEN TYPE C - ELEVATION 1
1/2" = 1'-0"
1C UNIT KITCHEN TYPE C - ELEVATION 3
1/2" = 1'-0"
1B UNIT KITCHEN TYPE C - ELEVATION 2
1/2" = 1'-0"
2 UNIT KITCHEN TYPE D - ENLARGED PLAN
1/2" = 1'-0"
2A UNIT KITCHEN TYPE D - ELEVATION 1
1/2" = 1'-0"
2B UNIT KITCHEN TYPE D - ELEVATION 2
1/2" = 1'-0"
2C UNIT KITCHEN TYPE D - ELEVATION 3
98 1 6 2 5
6' - 0" 7' - 0" GURNEY LENGTH

GROUND FLOOR
18 19 5 8' - 8" CLR. WIDTH 8' - 8" 6' - 8"6' - 3" 2' - 5" CLR. WIDTH
6' - 11" 7 1/2" 16 1/2" 98 1 6 2 5
6' - 0" 7' - 0" GURNEY LENGTH

BASEMENT LEVEL
18 19 5 8' - 8" CLR. WIDTH 8' - 8" 6' - 8"6' - 3" 2' - 5" CLR. WIDTH
6' - 11" 7 1/2" 16 1/2" 6 5
6' - 0"

PIT LEVEL
18 13 5 8' - 8" CLR. WIDTH 8' - 8" 6' - 8"
CLR. WIDTH
6' - 11" 7 1/2" 16 1/2"
5 1/2" 5 1/2"
16 98 1
15 6 2 5
6' - 0" 7' - 0" GURNEY LENGTH

SECOND - FIFTH FLOOR
18 19 5 8' - 8" CLR. WIDTH 8' - 8" 6' - 8"6' - 3" 2' - 5" CLR. WIDTH
6' - 11" 7 1/2" 16 1/2"
PIT LEVEL 6 5
6' - 0"
18 13 5 8' - 8" CLR. WIDTH 8' - 8" 6' - 8"
CLR. WIDTH 7 1/2"
6' - 11" 16 1/2"
5 1/2" 5 1/2"
BASEMENT LEVEL 98 1 6 2 5
6' - 0" 7' - 0" GURNEY LENGTH
18 19 5 8' - 8" CLR. WIDTH 8' - 8" 6' - 8"6' - 3" 2' - 5" CLR. WIDTH
6' - 11" 7 1/2" 16 1/2"
GROUND FLOOR 98 1 6 2 5
6' - 0" 7' - 0" GURNEY LENGTH
18 19 5 8' - 8" CLR. WIDTH 8' - 8" 6' - 8"6' - 3" 2' - 5" CLR. WIDTH
6' - 11" 7 1/2" 16 1/2" 98 1 6 2 5
6' - 0" 7' - 0" GURNEY LENGTH
18 19 5 8' - 8" CLR. WIDTH 8' - 8" 6' - 8"6' - 3" 2' - 5" CLR. WIDTH
6' - 11" 7 1/2" 16 1/2"

SECOND - FIFTH FLOOR
16 15

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"

BASEMENT
749' - 8 1/2" 3' - 0" 10' - 0" TRAVEL DISTANCE 10' - 0" TRAVEL DISTANCE 10' - 0" TRAVEL DISTANCE 10' - 0" TRAVEL DISTANCE 14' - 0" TRAVEL DISTANCE 11' - 4" DISTANCE TO HOIST BEAM 13' - 0" TOTAL TRAVEL DISTANCE 55' - 4" 5' - 0"

PIT LEVEL
744' - 8 1/2" 3
TYP. 7TYP.
14 TYP.
14 TYP.
14 TYP.
11 TYP.
12 TYP.
10 TYP. CLR. CLG. HT. 8' - 6 5/8" CLR. CLG. HT. 8' - 6 5/8" CLR. CLG. HT. 8' - 6 5/8" CLR. CLG. HT. 12' - 9 1/4" CLR. CLG. HT. 12' - 5" CLR. CLG. HT. 9' - 9" 18 TYP. 2
TYP. 2TYP.
16 TYP.
15 TYP.

LOWEST GRADE
747' - 0 1/2"

1.5 1.28
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/4" = 1'-0"
B-A3.51 -
02/17/2026
Author
Checker
600 N. ROSEMEAD AVE

BUILDING B - ENLARGED PLANS - ELEVATOR
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. ELEVATOR CALL BUTTON, TYP. (SEE 24/G4.50)
42" WIDE ELEVATOR DOOR (90 MIN. FIRE RATED DOOR)

HOISTWAY BEAM (PROVIDED BY ELEVATOR MANUFACTURER)

INSTALLED BY CONTRACTOR AS NEEDED

MACHINE BEAM AS REQUIRED PER MANUFACTURER

ELEVATOR EQUIPMENT AND GUIDE RAILS SHOWN FOR
REFERENCE ONLY. FINAL LOCATION TO BE DETERMINED
BY MANUFACTURER.

OTIS GEARLESS TRACTION ELEVATOR. TO BE ACCESSIBLE
AND MEET MIN. STRETCHER REQUIREMENTS PER SEC 3002.4
OF THE 2022 CALIFORNIA BUILDING CODE
LOUVERED HOISTWAY VENT PER SECTION 3004 OF
THE 2022 CALIFORNIA BUILDING CODE
24" x 84" AMBULATORY GURNEY / STRETCHER
36" HIGH WALL-MOUNTED METAL HANDRAIL (SEE 20/G4.50)
WOOD FRAMED ROOF ASSEMBLY (SEE 16/H-A5.21)

CONCRETE FLOOR ASSEMBLY (SEE STRUCTURAL DRAWINGS)

CONCRETE SLAB ON-GRADE (SEE STRUCTURAL DRAWINGS)

PROVIDE WATERPROOFING AROUND ELEVATOR PIT WALLS
AND FLOOR PER PROJECT SPECIFICATIONS (SEE 20/H-A5.54)
WOOD FRAMED FLOOR ASSEMBLY (SEE 16/H-A5.52)

OVERHEAD ELEVATOR DOOR SMOKE CONTAINMENT
SYSTEM COMPLYING WITH ICC ESAC 77 REQUIREMENTS.

TYPICAL AT ALL ELEVATOR HOISTWAY OPENINGS,

THE DOOR SHALL BE SMOKE ACTIVATED PER SECTION
715.4.8 OF THE 2022 CBC. SEE 10/H-A5.41.
(SMOKE GUARD MODEL 200 OR APPROVED EQUAL).

METAL GUIDE RAILS FOR SMOKE CONTAINMENT SYSTEM
ELEVATOR PIT ACCESS LADDER (SEE 20/H-A5.54).

GENERAL CONTRACTOR TO DETERMINE LOCATION WITH

ELEVATOR VENDOR / ELEVATOR SUBCONTRACTOR
WALLS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR WALL TYPES

TWO WAY COMMUNICATION COMPLYING WITH SECTIONS
1009.8.1 AND 1009.8.2 PROVIDED AT THE ELEVATOR LANDING.

SIGNAGE AND DIRECTIONS OF USE FOR THE COMMUNICATION
SYSTEM POSTED CLEARLY, COMPLYING WITH 11B-703.5.

1. 2.

3. 4.

5. 6.

PROJECT SHALL PROVIDE A TWO-WAY COMMUNICATION
SYSTEM COMPLYING WITH SECTIONS 2.27.1.1.1 - 2.27.1.1.6
OF ASME 17.1 - 19 IN EACH ELEVATOR CAB.

MOVER UTILITY HOOKS SHALL BE FURNISHED ON ALL
SIDES OF THE ELEVATOR AT CEILING.

SHAFT DIMENSIONS PROVIDED ARE PRESUMING USE OF
SPECIFIC TRE ELEVATOR MODEL. IF GENERAL CONTRACTOR

WANTS TO USE ALTERNATE MANUFACTURER, SHAFT SIZE

REQUIREMENTS SHALL BE COORDINATED WITH THE
ARCHITECT PRIOR TO GRADING WORK.

PROJECT SHALL PROVIDE TWO-WAY COMMUNICATION

SYSTEM WITH VISIBLE TEXT AND AUDIBLE MODES, AS

WELL AS A LIVE INTERACTIVE SYSTEM THAT ENABLES

CONVERSATION BETWEEN ELEVATOR OCCUPANTS AND
EMERGENCY PERSONNEL, COMPLYING WITH CBC 2022,
SECTION 3001.2. SEE CUT SHEET ON G1.62.

ELEVATOR SHALL NOT BE FURNISHED WITH STANDBY
POWER IN ACCORDANCE WITH CBC CHAPTER 27 AND CBC
3003, AS EXCEPTION #2 OF CBC 1009.4.2 IS BEING INVOKED.

MOVER UTILITY HOOKS SHALL BE FURNISHED ON ALL
SIDES OF THE ELEVATOR AT CEILING.

GENERAL ELEVATOR CONSTRUCTION NOTES
1/4" = 1'-0"
1C
ELEVATOR 1 - TYP. FLOOR PLAN
1/4" = 1'-0"
1B
ELEVATOR 1 - TYP. FLOOR PLAN
1/4" = 1'-0"
1A
ELEVATOR 1 - TYP. FLOOR PLAN
1/4" = 1'-0"
1D
ELEVATOR 1 - TYP. FLOOR PLAN
1/4" = 1'-0"
2A
ELEVATOR 2 - TYP. FLOOR PLAN
1/4" = 1'-0"
2B
ELEVATOR 1 - TYP. FLOOR PLAN
1/4" = 1'-0"
2C
ELEVATOR 1 - TYP. FLOOR PLAN
1/4" = 1'-0"
2D
ELEVATOR 1 - TYP. FLOOR PLAN
1/4" = 1'-0" 3 ELEVATOR - ENLARGED SECTION
DN
8 TREADS @ 11" = 7' - 4" 6' - 0"
50" CLR. 8 1 2/ " 50" CLR.
23"
3"
4 4" MIN. 3"

STAIR WIDTH STAIR WIDTHCLR WIDTH CLR WIDTH

STAIR LANDING

STAIR LANDING MAIN LANDING
47" CLR.
3"
12"

CLR WIDTH
TYP. TYP.

TYP. TYP.
50" CLR.

CLR. WID
T
H
9' - 0 1/2"
8 TREADS @ 11" = 7' - 4" 6' - 0"

MAIN LANDING
12"
3"
4 4" MIN. 3"
2 1 2/ " 2 1 2/ "
50" CLR.

TYP.
2 1/2"
2 1/2"
2 7 8 8
TYP.
8 13
6 14
1 8 8 2
TYP.

CLR. WIDTH
58 1/2"
TYP.

TYP.

TYP.

TYP.
4 TYP.
5 TYP.

TYP.
15 DN
8 TREADS @ 11" = 7' - 4" 6' - 0"
50" CLR. 8 1 2/ " 50" CLR.
23"
3"
4 4" MIN. 3"

STAIR WIDTH STAIR WIDTHCLR WIDTH CLR WIDTH

STAIR LANDING

STAIR LANDING MAIN LANDING
47" CLR.
3"
12"

CLR WIDTH
TYP. TYP.

TYP. TYP.
50" CLR.

CLR. WID
T
H
9' - 0 1/2"
8 TREADS @ 11" = 7' - 4" 6' - 0"

MAIN LANDING
12"
3"
4 4" MIN. 3"
2 1 2/ " 2 1 2/ "
50" CLR.

TYP.
2 1/2"
2 1/2"
2 7 8 8
TYP.
8 13
6 14
1 8 8 2
TYP. TYP.

TYP.

TYP.

TYP.
4 TYP.
5 TYP.

TYP.
15 UP
CLR.
43 1/2"

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
18 R
SI E
R
S
@ 6 5/8" E
A
C
H
10' - 0"
18 R
SI E
R
S
@ 6 5/8" E
A
C
H
10' - 0"
18 R
SI E
R
S
@ 6 5/8" E
A
C
H
10' - 0"
18 R
SI E
R
S
@ 6 5/8" E
A
C
H
10' - 0"
2 5
R
SI E
R
S
@ 6 3/4" E
A
C
H
14' - 0"
10' - 4" 3' - 8"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 8' - 10"
CLR. CLG. H
T.
9' - 4
5/8"
CLR. CLG. H
T.
9' - 4
5/8"
CLR. CLG. H
T.
9' - 4
5/8"
CLR. CLG. H
T.
9' - 4
5/8"
CLR. CLG. H
T.
8' - 2
5/8"
CLR. CLG. H
T.
9' - 1 1/2"
CLR. CLG. H
T.
8' - 6"
CLR. CLG. H
T.
8' - 6"
CLR. CLG. H
T.
8' - 6"
CLR. CLG. H
T.
8' - 6"
TYP.
15 TYP.
8 TYP.
2 TYP.
8 TYP.
1 TYP.
10 TYP.
11 TYP.
10 TYP.
10 TYP.
10 TYP.
12 4' - 2" 8 TREADS @ 11" = 7' - 4" 6' - 0"
50" CLR. 8 1 2/ " 50" CLR.
3"
4 4" MIN. 3"

STAIR WIDTH STAIR WIDTHCLR WIDTH CLR WIDTH

STAIR LANDING

STAIR LANDING MAIN LANDING
TYP. TYP.

TYP.
6' - 0" 5' - 6" 6' - 0"

MAIN LANDING
12"
4 4" MIN. 3"
2 1 2/ "
TYP.
2 8 8
TYP.
8 13
6 14
1 8 2
TYP.

TYP.

TYP.

TYP.
5 TYP.

TYP.
15 UP
6 TREADS @ 11"
23".
3 2
"
1 2/ "
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/4" = 1'-0"
B-A3.52
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ENLARGED PLANS - STAIRS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. EXTERIOR METAL STAIR (SEE 2/H-A5.31)
EXTERIOR METAL STAIR LANDING (SEE 2D/H-A5.31)
EXTERIOR CONCRETE STAIR (SEE 3/H-A5.31)
WARNING STRIP (SEE 16/H-G4.50)
STAIRWAY SIGNAGE (SEE 12/H-G4.50)
36" TALL FLOOR-MOUNTED CAIN RAIL (SEE 3/H-A5.31)
36" HIGH WALL-MOUNTED HANDRAIL (SEE 17/H-G4.50)
42" METAL GUARDRAIL W/ HANDRAIL (SEE 1/H-A5.32)
1-HOUR WOOD FRAMED ROOF ASSEMBLY (SEE 1/H-A5.22)
1-HOUR WOOD FRAMED WALKWAY (SEE 1/H-A5.22)

CONCRETE SLAB ON-GRADE (PER STRUCTURAL)

CONCRETE PODIUM (SEE STRUCTURAL DRAWINGS)
CLASS 1 STANDPIPE AT ALL STAIRS THROUGH TO ROOF
COMBINED WITH AUTOMATIC SPRINKLER SYSTEM . TYP.

WALLS ARE SHOWN FOR REFERENCE ONLY. REFER

TO OVERALL FLOOR PLANS FOR WALL TYPES

STEEL COLUMN W/ INTUMESCENT PAINTING
(1-HOUR FIRE-RATED. SEE STRUCTURAL DRAWINGS)
1/4" = 1'-0"
1C
EXT. STAIR #1 - ROOF LEVEL - PLAN
1/4" = 1'-0"
1B
EXT. STAIR #1 - LEVEL 2 TO 5 - PLAN
1/4" = 1'-0"
3 STAIR #1 - ENLARGED SECTION
1/4" = 1'-0"
1A
STAIR #1 - LEVEL 1 - PLAN

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0" 11' - 4"

BASEMENT
749' - 8 1/2"
177
TYP. TYP.
5 TYP.
13 TYP.
3 TYP.
7 17
TYP. TYP.
2 TYP.
8 TYP. 2
TYP.
11 TYP. 1
TYP. 4
TYP. 5
TYP.
6 TYP.
16 TYP.
6 TYP.
6 TYP.
5 TYP.
6 TYP.
5 TYP.

LOWEST GRADE
747' - 0 1/2"
19 TYP.
20 TYP.
2 B-A5.25
Sim
2 B-A5.25
Sim
1 B-A5.26
Sim
1 B-A5.26
Sim
2 B-A5.27
Sim
2 B-A5.27
Sim

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
214
78 416
TYP. TYP. TYP.

TYP.

TYP.

TYP.

TYP. TYP.
18 TYP.
416
TYP. TYP. TYP.
8 TYP.
17 TYP.
13 TYP.
5 TYP.
7 TYP.
17 TYP.
2 TYP.
12 TYP. 214
TYP.

TYP.

TYP. 7
TYP.
5 TYP.
10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0"
1/8" = 1'-0"
1 BUILDING B - WEST ELEVATION

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

STUCCO W/ CEMENT 20/30 FINISH (LA HABRA W/ PAREX
USA INTEGRAL COLOR #1 - MOONDANCE 3027-LRV 66)
STUCCO W/ CEMENT 20/30 FINISH (LA HABRA W/ PAREX
USA INTEGRAL COLOR #2 - CLIFF 3039-LRV 6)
STUCCO W/ CEMENT 20/30 FINISH (LA HABRA W/ PAREX
USA INTEGRAL COLOR #3 - RED ROCK 3043-LRV 14)
STUCCO CONTROL JOINT (PER DETAIL 11/A5.52)
(METAL SHALL BE INTEGRAL BLACK COLOR, OR PAINTED)

STACK BOND BRICK VENEER SIDING
(TERRACOTTA COLOR SCHEME)

EXPOSED STRUCTURAL CONCRETE WALL
(PROVIDE MDO FORMWORK W/ ARCHITECTURAL FINISH)

ALUMINUM METAL PANEL FASCIA (INTEGRAL BLACK
COLOR)

VINYL WINDOW PER PLAN AND SCHEDULE

STOREFRONT PER PLAN AND SCHEDULE

DOOR PER PLAN AND SCHEDULE
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)
EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
42" TALL METAL PICKET GUARDRAIL (PER DETAIL 1/A5.32)
EXTERIOR METAL LOUVER (PER DETAIL 8/A5.52).

BUILDING ADDRESS SIGNAGE (PER DETAIL 13/A5.52).

SIGNAGE UNDER SEPARATE PERMIT, COMPLYING
WITH LAFC 505.1 REQUIREMENTS

MOTORIZED PARKING ENTRANCE GATE (SEE SCHEDULE)

EQUIPMENT SCREEN CONCEALING MEP ELEMENTS
EXPOSED WF STRUCTURAL STEEL COLUMN W/ 1-HOUR
RATED INTUMESCENT PAINT FINISH (PER DETAIL 2/A5.33,

SEE STRUCTURAL PLANS FOR MEMBER SIZES)

PROJECTING BAND OF BRICK VENEEER (SOLDIER

COURSE)

CNC METAL FENCE AND ACCESS GATE (FINAL DESIGN
TBD)
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/8" = 1'-0"
B-A4.01
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ELEVATIONS
600 N. ROSEMEAD AVE, PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
09/23/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/8" = 1'-0"
2 BUILDING B - EAST ELEVATION

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0"
2 114
177
TYP.

TYP.

TYP.

TYP. TYP.
1 TYP. 5
TYP.
6 TYP.
8 TYP.
1 TYP.
4 TYP.
8 TYP.
177
TYP. TYP.
19 TYP.

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0" 11' - 4"

BASEMENT
749' - 8 1/2"
2 114
7 17
TYP.

TYP.

TYP.

TYP. TYP.
1 TYP. 5
TYP.
6 TYP.
8 TYP.
1 TYP.
6 TYP.
177
TYP. TYP.
24 TYP.

TYP. 1
TYP.

LOWEST GRADE
747' - 0 1/2"
19 TYP.

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/8" = 1'-0"
B-A4.02
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - ELEVATIONS
600 N. ROSEMEAD AVE, PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
09/26/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/8" = 1'-0"
1 BUILDING B - NORTH ELEVATION
1/8" = 1'-0"
2 BUILDING B - SOUTH ELEVATION

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. STUCCO (COLOR 1)
STUCCO (COLOR 2)
SMOOTH STUCCO (COLOR 3)

STACK BOND BRICK VENEER SIDING

WINDOW (PER PLAN)

STOREFRONT (PER PLAN)

DOOR (PER PLAN)

EXTERIOR METAL RAILING

EXTERIOR METAL CANOPY

EXISTING WALL MATERIAL
RECESS

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. STUCCO W/ CEMENT SMOOTH FINISH (LA HABRA W/
PAREX USA INTEGRAL COLOR #1 - MOONDANCE 3027-LRV
66)

STUCCO W/ CEMENT SMOOTH FINISH (LA HABRA W/
PAREX USA INTEGRAL COLOR #2 - CLIFF 3039-LRV 6)

STUCCO W/ CEMENT SMOOTH FINISH (LA HABRA W/
PAREX USA INTEGRAL COLOR #3 - RED ROCK 3043-LRV 14)
STUCCO CONTROL JOINT (PER DETAIL 11/A5.52)
(METAL SHALL BE INTEGRAL BLACK COLOR, OR PAINTED)

STACK BOND BRICK VENEER SIDING
(TERRACOTTA COLOR SCHEME)

EXPOSED STRUCTURAL CONCRETE WALL
(PROVIDE MDO FORMWORK W/ ARCHITECTURAL FINISH)

ALUMINUM METAL PANEL (INTEGRAL BLACK COLOR)

VINYL WINDOW PER PLAN AND SCHEDULE

STOREFRONT PER PLAN AND SCHEDULE

DOOR PER PLAN AND SCHEDULE
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)
EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
42" TALL METAL PICKET GUARDRAIL (PER DETAIL 1/A5.32)
EXTERIOR METAL LOUVER (PER DETAIL 8/A5.52).

BUILDING ADDRESS SIGNAGE (PER DETAIL 13/A5.52).

SIGNAGE UNDER SEPARATE PERMIT, COMPLYING
WITH LAFC 505.1 REQUIREMENTS

MOTORIZED PARKING ENTRANCE GATE (SEE SCHEDULE)

EQUIPMENT SCREEN CONCEALING MEP ELEMENTS
EXPOSED WF STRUCTURAL STEEL COLUMN W/ 1-HOUR
RATED INTUMESCENT PAINT FINISH (PER DETAIL 2/A5.33,

SEE STRUCTURAL PLANS FOR MEMBER SIZES)
POWDER COATED STEEL FENCE (COLOR: DUNN
EDWARDS MIDNIGHT GARDEN - DE5657)

DRAWING NOT TO SCALE

DRAWING NOT TO SCALE

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
747.04 10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0" TYPE III-A 54' - 0" TYPE I-A 11' - 4" BUILDING HEIGHT (BUILDING CODE) 65' - 4" BUILDING HEIGHT (ZONING CODE) 68' - 0" 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. CLR. HT. 12' - 9 1/2" 16 TYP. 5TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 6
TYP.
31 TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 7
TYP.
11 TYP. 7TYP. 8TYP.
10 TYP. 9TYP.
32 TYP.
27 TYP. 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. CLR. HT. 12' - 9 1/2"

BASEMENT
749' - 8 1/2"

LOWEST ADJACENT GRADE

LOWEST GRADE
747' - 0 1/2" CLR. HT. 8' - 11" CLR. HT. 8' - 11"

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0" TYPE III-A 54' - 0" TYPE I-A 11' - 4" 747.04 BUILDING HEIGHT (ZONING CODE) 68' - 0" 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. CLR. HT. 12' - 9 1/2" 8' - 9 1/2" CLR. HT. 16 TYP. 5TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 6
TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 7
TYP.
17 TYP.
20 TYP. 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT.
11 TYP.
26 TYP. 7TYP. 8TYP.
10 TYP. 9TYP.
21 TYP.
19 TYP. 5
TYP.
32 TYP.
27 TYP. CLR. HT. 12' - 9 1/2"

BASEMENT
749' - 8 1/2" BUILDING HEIGHT (BUILDING CODE) 65' - 4" CLR. HT. 8' - 11"

LOWEST GRADE
747' - 0 1/2" CLR. HT. 8' - 11"
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/8" = 1'-0"
B-A4.21 -
02/17/2026
Author
Checker
600 N. ROSEMEAD AVE

BUILDING B - SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 11/14/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/8" = 1'-0" 1 BUILDING B - CROSS SECTION AA
1/8" = 1'-0" 2 BUILDING B - CROSS SECTION BB
PARAPET WALL W/ SHEET METAL COPING (SEE 4/A5.52)
PLUMBING VENT TO ROOF (PER DETAIL 7/A5.51)
ROOF DRAIN AND OVERFLOW DRAIN. OVERFLOW

DRAIN SHALL DISCHARGE THROUGH WALL

SCUPPERS ONTO ROOF DECK AT LEVEL BELOW
(SEE PLUMBING PLANS & 6/A5.51 FOR MORE INFO).

ROOF TIEBACK ANCHOR (PER DETAIL 8/A5.51, EBM/FALL

PROTECTION SYSTEM TO BE DESIGN/BUILD)

MECHANICAL CONDENSER UNITS ON EQUIPMENT PAD
(MIN. 8" A.F.F. HIGHEST ADJACENT ROOF FINISH ELEVATION

OR PER MANUFACTURER RECOMMENDATIONS)
3-HOUR RATED CONCRETE PODIUM. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE, SLOPED TO DRAINAGE PER
PLANS. PROVIDE VAPOR BARRIER PER PROJECT

SPECIFICATIONS W/ BASE COARSE PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN. PROVIDE MDO FORMWORK
W/ ARCHITECTURAL FINISH. SEE STRUCTURAL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED SHOTCRETE RETAINING WALL W/ PER PROJECT
SPECIFICATIONS. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN CAP / BEAM. PROVIDE MDO
FORMWORK W/ ARCHITECTURAL FINISH. SEE STRUCTURAL
PLANS FOR ALL REBAR AND CONCRETE DESIGN INFO.

CONCRETE FOOTING. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE W/ MIN. SRI VALUE OF 0.35,
SLOPED TO DRAINAGE PER PLANS. SEE CIVIL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

SOLACHROME LIGHTWEIGHT CONCRETE TOPPING SLAB

OVER FLUID APPLIED WATERPROOFING MEMBRANE PER
PROJECT SPECIFICATIONS. SLOPED TO DRAINAGE PER PLAN
(1.0% MIN - 1.8% MAX). SEE 2/A5.52 FOR MORE INFORMATION.

NATIVE PLANTING SOIL (SEE LANDSCAPE DRAWINGS)
1-HOUR WOOD STUD FLOOR ASSEMBLY
1-HOUR WOOD STUD ROOF ASSEMBLY
1-HOUR WOOD STUD WALKWAY ASSEMBLY
7'-0" TALL CMU PERIMETER FENCE
30" TALL CMU PLANTERS
42" TALL METAL PICKET GUARDRAIL
EXPOSED PIPE STEEL COLUMN (1-HOUR RATED)

EXPOSED PLUMBING LINES (SEE PLUMBING DRAWINGS)

EXPOSED MECHANICAL DUCTS (SEE MECHANICAL PLANS)

EXPOSED MECHANICAL FAN COIL (SEE MECHANICAL PLANS)

STOREFRONT ASSEMBLY PER PLAN AND SCHEDULE

DOOR PER PLAN AND SCHEDULE

WINDOW PER PLAN AND SCHEDULE

TRASH CHUTE EXHAUST VENTS
EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
EXTERIOR CONCRETE STAIR ASSEMBLY (SEE 2/A5.31)

METAL LOUVRED EQUIPMENT SCREEN
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)

1. 2.

3. 4. 5

6. 7.

8. 9.

10. 11.

12. 13.

14. 15.

16. 17.

18. 19.

20. 21.

22. 23.

24. 25.

26. 27.

28. 29.

30. 31.

32. THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0"BUILDING HEIGHT (BUILDING CODE) 65' - 4" 8' - 9 1/2" CLR. HT. CLR. HT. 12' - 9 1/2" 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. 8' - 9 1/2" CLR. HT. CLR. HT. 12' - 9 1/2" 16 TYP.
28 TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 6
TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 7
TYP.
17 TYP.
20 TYP.
11 TYP.
26 TYP. 7TYP. 8TYP.
10 TYP. 9TYP.
21 TYP.
19 TYP.
32 TYP.
27 TYP. 5
TYP.
31 TYP.
17 TYP.

BASEMENT
749' - 8 1/2" CLR. HT. 8' - 11" CLR. HT. 8' - 11"
747.04 BUILDING HEIGHT (ZONING CODE) 68' - 0"

LOWEST GRADE
747' - 0 1/2" TYPE III-A 54' - 0" TYPE I-A 11' - 4"

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
15 TYP.
15 TYP. 6
TYP. 7
TYP.
17 TYP.
20 TYP.
11 TYP.
26 TYP. 7TYP. 8TYP.
10 TYP. 9TYP.
19 TYP. 5
TYP.
16 TYP.

BASEMENT
749' - 8 1/2"
747.04 10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0" 11' - 4" BUILDING HEIGHT (BUILDING CODE) 65' - 4" BUILDING HEIGHT (ZONING CODE) 68' - 0"

LOWEST GRADE
747' - 0 1/2"
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/8" = 1'-0"
B-A4.22 -
02/17/2026
Author
Checker
600 N. ROSEMEAD AVE

BUILDING B - SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 11/14/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/8" = 1'-0" 1 BUILDING B - CROSS SECTION CC
PARAPET WALL W/ SHEET METAL COPING (SEE 4/A5.52)
PLUMBING VENT TO ROOF (PER DETAIL 7/A5.51)
ROOF DRAIN AND OVERFLOW DRAIN. OVERFLOW

DRAIN SHALL DISCHARGE THROUGH WALL

SCUPPERS ONTO ROOF DECK AT LEVEL BELOW
(SEE PLUMBING PLANS & 6/A5.51 FOR MORE INFO).

ROOF TIEBACK ANCHOR (PER DETAIL 8/A5.51, EBM/FALL

PROTECTION SYSTEM TO BE DESIGN/BUILD)

MECHANICAL CONDENSER UNITS ON EQUIPMENT PAD
(MIN. 8" A.F.F. HIGHEST ADJACENT ROOF FINISH ELEVATION

OR PER MANUFACTURER RECOMMENDATIONS)
3-HOUR RATED CONCRETE PODIUM. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE, SLOPED TO DRAINAGE PER
PLANS. PROVIDE VAPOR BARRIER PER PROJECT

SPECIFICATIONS W/ BASE COARSE PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN. PROVIDE MDO FORMWORK
W/ ARCHITECTURAL FINISH. SEE STRUCTURAL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED SHOTCRETE RETAINING WALL W/ PER PROJECT
SPECIFICATIONS. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN CAP / BEAM. PROVIDE MDO
FORMWORK W/ ARCHITECTURAL FINISH. SEE STRUCTURAL
PLANS FOR ALL REBAR AND CONCRETE DESIGN INFO.

CONCRETE FOOTING. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE W/ MIN. SRI VALUE OF 0.35,
SLOPED TO DRAINAGE PER PLANS. SEE CIVIL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

SOLACHROME LIGHTWEIGHT CONCRETE TOPPING SLAB

OVER FLUID APPLIED WATERPROOFING MEMBRANE PER
PROJECT SPECIFICATIONS. SLOPED TO DRAINAGE PER PLAN
(1.0% MIN - 1.8% MAX). SEE 2/A5.52 FOR MORE INFORMATION.

NATIVE PLANTING SOIL (SEE LANDSCAPE DRAWINGS)
1-HOUR WOOD STUD FLOOR ASSEMBLY
1-HOUR WOOD STUD ROOF ASSEMBLY
1-HOUR WOOD STUD WALKWAY ASSEMBLY
7'-0" TALL CMU PERIMETER FENCE
30" TALL CMU PLANTERS
42" TALL METAL PICKET GUARDRAIL
EXPOSED PIPE STEEL COLUMN (1-HOUR RATED)

EXPOSED PLUMBING LINES (SEE PLUMBING DRAWINGS)

EXPOSED MECHANICAL DUCTS (SEE MECHANICAL PLANS)

EXPOSED MECHANICAL FAN COIL (SEE MECHANICAL PLANS)

STOREFRONT ASSEMBLY PER PLAN AND SCHEDULE

DOOR PER PLAN AND SCHEDULE

WINDOW PER PLAN AND SCHEDULE

TRASH CHUTE EXHAUST VENTS
EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
EXTERIOR CONCRETE STAIR ASSEMBLY (SEE 2/A5.31)

METAL LOUVRED EQUIPMENT SCREEN
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)

1. 2.

3. 4. 5

6. 7.

8. 9.

10. 11.

12. 13.

14. 15.

16. 17.

18. 19.

20. 21.

22. 23.

24. 25.

26. 27.

28. 29.

30. 31.

32. 1/8" = 1'-0" 2 BUILDING B - CROSS SECTION EE

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
12' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
16 TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 6
TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 7
TYP.
11 TYP.
26 TYP.
7 TYP.
8 TYP.
10 TYP.
9 TYP.
32 TYP.
27 TYP.
5 TYP.

CLR. HT.
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
11' - 1 5/8"
CLR. HT.
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
12' - 9 1/2"

BASEMENT
749' - 8 1/2"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0"

LOWEST GRADE
747' - 0 1/2"

BUILDING HEIGHT (BUILDING CODE)
65' - 4"

BUILDING HEIGHT (ZONING CODE)
68' - 0"

TYPE III-A
54' - 0"

TYPE I-A
11' - 4"

1.29 THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
8' - 9 1/2"
CLR. HT.

CLR. HT.
12' - 9 1/2" 8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT. CLR. HT.
10' - 6"
16 TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 6
TYP.
15 TYP.
15 TYP.
15 TYP.
15 TYP. 7
TYP.
11 TYP.
7 TYP.
9 TYP.
32 TYP.

BASEMENT
749' - 8 1/2"

LOWEST GRADE
747' - 0 1/2"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0"

BUILDING HEIGHT (BUILDING CODE)
65' - 4"

BUILDING HEIGHT (ZONING CODE)
68' - 0"

TYPE III-A
54' - 0"

TYPE I-A
11' - 4"
CLR. HT.
8' - 11"

1.29 Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/8" = 1'-0"
B-A4.23
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
11/14/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/8" = 1'-0"
2 BUILDING B - CROSS SECTION FF
PARAPET WALL W/ SHEET METAL COPING (SEE 4/A5.52)
PLUMBING VENT TO ROOF (PER DETAIL 7/A5.51)
ROOF DRAIN AND OVERFLOW DRAIN. OVERFLOW

DRAIN SHALL DISCHARGE THROUGH WALL

SCUPPERS ONTO ROOF DECK AT LEVEL BELOW
(SEE PLUMBING PLANS & 6/A5.51 FOR MORE INFO).

ROOF TIEBACK ANCHOR (PER DETAIL 8/A5.51, EBM/FALL

PROTECTION SYSTEM TO BE DESIGN/BUILD)

MECHANICAL CONDENSER UNITS ON EQUIPMENT PAD
(MIN. 8" A.F.F. HIGHEST ADJACENT ROOF FINISH ELEVATION

OR PER MANUFACTURER RECOMMENDATIONS)
3-HOUR RATED CONCRETE PODIUM. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE, SLOPED TO DRAINAGE PER
PLANS. PROVIDE VAPOR BARRIER PER PROJECT

SPECIFICATIONS W/ BASE COARSE PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN. PROVIDE MDO FORMWORK
W/ ARCHITECTURAL FINISH. SEE STRUCTURAL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED SHOTCRETE RETAINING WALL W/ PER PROJECT
SPECIFICATIONS. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN CAP / BEAM. PROVIDE MDO
FORMWORK W/ ARCHITECTURAL FINISH. SEE STRUCTURAL
PLANS FOR ALL REBAR AND CONCRETE DESIGN INFO.

CONCRETE FOOTING. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE W/ MIN. SRI VALUE OF 0.35,
SLOPED TO DRAINAGE PER PLANS. SEE CIVIL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

SOLACHROME LIGHTWEIGHT CONCRETE TOPPING SLAB

OVER FLUID APPLIED WATERPROOFING MEMBRANE PER
PROJECT SPECIFICATIONS. SLOPED TO DRAINAGE PER PLAN
(1.0% MIN - 1.8% MAX). SEE 2/A5.52 FOR MORE INFORMATION.

NATIVE PLANTING SOIL (SEE LANDSCAPE DRAWINGS)
1-HOUR WOOD STUD FLOOR ASSEMBLY
1-HOUR WOOD STUD ROOF ASSEMBLY
1-HOUR WOOD STUD WALKWAY ASSEMBLY
7'-0" TALL CMU PERIMETER FENCE
30" TALL CMU PLANTERS
42" TALL METAL PICKET GUARDRAIL
EXPOSED PIPE STEEL COLUMN (1-HOUR RATED)

EXPOSED PLUMBING LINES (SEE PLUMBING DRAWINGS)

EXPOSED MECHANICAL DUCTS (SEE MECHANICAL PLANS)

EXPOSED MECHANICAL FAN COIL (SEE MECHANICAL PLANS)

STOREFRONT ASSEMBLY PER PLAN AND SCHEDULE

DOOR PER PLAN AND SCHEDULE

WINDOW PER PLAN AND SCHEDULE

TRASH CHUTE EXHAUST VENTS
EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
EXTERIOR CONCRETE STAIR ASSEMBLY (SEE 2/A5.31)

METAL LOUVRED EQUIPMENT SCREEN
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)

1. 2.

3. 4. 5

6. 7.

8. 9.

10. 11.

12. 13.

14. 15.

16. 17.

18. 19.

20. 21.

22. 23.

24. 25.

26. 27.

28. 29.

30. 31.

32. 1/8" = 1'-0"
1 BUILDING B - CROSS SECTION GG

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
CLR. HT.
12' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
21' - 5 5/8"

BASEMENT
749' - 8 1/2"

LOWEST GRADE
747' - 0 1/2"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0"

TYPE III-A
54' - 0"

TYPE I-A
11' - 4"

BUILDING HEIGHT (BUILDING CODE)
65' - 4"

BUILDING HEIGHT (ZONING CODE)
68' - 0"

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
CLR. HT.
12' - 9 1/2" 8' - 9 1/2"
CLR. HT.

CLR. HT.
21' - 5 5/8"

BASEMENT
749' - 8 1/2"

LOWEST GRADE
747' - 0 1/2"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0"

TYPE III-A
54' - 0"

TYPE I-A
11' - 4"

BUILDING HEIGHT (BUILDING CODE)
65' - 4"

BUILDING HEIGHT (ZONING CODE)
68' - 0"
CLR. HT.
12' - 9 1/2" 8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT. CLR. HT.
8' - 11"
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT. CLR. HT.
8' - 11"
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/8" = 1'-0"
B-A4.24
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
11/14/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/8" = 1'-0"
1 BUILDING B - LONGITUDINAL SECTION JJ
PARAPET WALL W/ SHEET METAL COPING (SEE 4/A5.52)
PLUMBING VENT TO ROOF (PER DETAIL 7/A5.51)
ROOF DRAIN AND OVERFLOW DRAIN. OVERFLOW

DRAIN SHALL DISCHARGE THROUGH WALL

SCUPPERS ONTO ROOF DECK AT LEVEL BELOW
(SEE PLUMBING PLANS & 6/A5.51 FOR MORE INFO).

ROOF TIEBACK ANCHOR (PER DETAIL 8/A5.51, EBM/FALL

PROTECTION SYSTEM TO BE DESIGN/BUILD)

MECHANICAL CONDENSER UNITS ON EQUIPMENT PAD
(MIN. 8" A.F.F. HIGHEST ADJACENT ROOF FINISH ELEVATION

OR PER MANUFACTURER RECOMMENDATIONS)
3-HOUR RATED CONCRETE PODIUM. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE, SLOPED TO DRAINAGE PER
PLANS. PROVIDE VAPOR BARRIER PER PROJECT

SPECIFICATIONS W/ BASE COARSE PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN. PROVIDE MDO FORMWORK
W/ ARCHITECTURAL FINISH. SEE STRUCTURAL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED SHOTCRETE RETAINING WALL W/ PER PROJECT
SPECIFICATIONS. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN CAP / BEAM. PROVIDE MDO
FORMWORK W/ ARCHITECTURAL FINISH. SEE STRUCTURAL
PLANS FOR ALL REBAR AND CONCRETE DESIGN INFO.

CONCRETE FOOTING. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE W/ MIN. SRI VALUE OF 0.35,
SLOPED TO DRAINAGE PER PLANS. SEE CIVIL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

SOLACHROME LIGHTWEIGHT CONCRETE TOPPING SLAB

OVER FLUID APPLIED WATERPROOFING MEMBRANE PER
PROJECT SPECIFICATIONS. SLOPED TO DRAINAGE PER PLAN
(1.0% MIN - 1.8% MAX). SEE 2/A5.52 FOR MORE INFORMATION.

NATIVE PLANTING SOIL (SEE LANDSCAPE DRAWINGS)
1-HOUR WOOD STUD FLOOR ASSEMBLY
1-HOUR WOOD STUD ROOF ASSEMBLY
1-HOUR WOOD STUD WALKWAY ASSEMBLY
7'-0" TALL CMU PERIMETER FENCE
30" TALL CMU PLANTERS
42" TALL METAL PICKET GUARDRAIL
EXPOSED PIPE STEEL COLUMN (1-HOUR RATED)

EXPOSED PLUMBING LINES (SEE PLUMBING DRAWINGS)

EXPOSED MECHANICAL DUCTS (SEE MECHANICAL PLANS)

EXPOSED MECHANICAL FAN COIL (SEE MECHANICAL PLANS)

STOREFRONT ASSEMBLY PER PLAN AND SCHEDULE

DOOR PER PLAN AND SCHEDULE

WINDOW PER PLAN AND SCHEDULE

TRASH CHUTE EXHAUST VENTS
EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
EXTERIOR CONCRETE STAIR ASSEMBLY (SEE 2/A5.31)

METAL LOUVRED EQUIPMENT SCREEN
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)

1. 2.

3. 4. 5

6. 7.

8. 9.

10. 11.

12. 13.

14. 15.

16. 17.

18. 19.

20. 21.

22. 23.

24. 25.

26. 27.

28. 29.

30. 31.

32. 1/8" = 1'-0"
2 BUILDING B - LONGITUDINAL SECTION HH

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"
CLR. HT.
12' - 9 1/2" 8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.

BASEMENT
749' - 8 1/2"

LOWEST GRADE
747' - 0 1/2"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 14' - 0"

TYPE III-A
54' - 0"

TYPE I-A
11' - 4"

BUILDING HEIGHT (BUILDING CODE)
65' - 4"

BUILDING HEIGHT (ZONING CODE)
68' - 0"
8' - 4 1/2"
CLR. HT.
8' - 6 3/8"
CLR. HT.

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"

BASEMENT
749' - 8 1/2"

LOWEST GRADE
747' - 0 1/2"
8' - 6 3/8"
CLR. HT.
8' - 6 3/8"
CLR. HT.
8' - 6 3/8"
CLR. HT.
8' - 6 3/8"
CLR. HT. CLR. HT.
13' - 1 1/4"
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/8" = 1'-0"
B-A4.25
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
11/14/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
1/8" = 1'-0"
2 BUILDING B - LONGITUDINAL SECTION KK
1/8" = 1'-0"
1 BUILDING B - LONGITUDINAL SECTION LL
PARAPET WALL W/ SHEET METAL COPING (SEE 4/A5.52)
PLUMBING VENT TO ROOF (PER DETAIL 7/A5.51)
ROOF DRAIN AND OVERFLOW DRAIN. OVERFLOW

DRAIN SHALL DISCHARGE THROUGH WALL

SCUPPERS ONTO ROOF DECK AT LEVEL BELOW
(SEE PLUMBING PLANS & 6/A5.51 FOR MORE INFO).

ROOF TIEBACK ANCHOR (PER DETAIL 8/A5.51, EBM/FALL

PROTECTION SYSTEM TO BE DESIGN/BUILD)

MECHANICAL CONDENSER UNITS ON EQUIPMENT PAD
(MIN. 8" A.F.F. HIGHEST ADJACENT ROOF FINISH ELEVATION

OR PER MANUFACTURER RECOMMENDATIONS)
3-HOUR RATED CONCRETE PODIUM. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE, SLOPED TO DRAINAGE PER
PLANS. PROVIDE VAPOR BARRIER PER PROJECT

SPECIFICATIONS W/ BASE COARSE PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN. PROVIDE MDO FORMWORK
W/ ARCHITECTURAL FINISH. SEE STRUCTURAL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED SHOTCRETE RETAINING WALL W/ PER PROJECT
SPECIFICATIONS. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN CAP / BEAM. PROVIDE MDO
FORMWORK W/ ARCHITECTURAL FINISH. SEE STRUCTURAL
PLANS FOR ALL REBAR AND CONCRETE DESIGN INFO.

CONCRETE FOOTING. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE W/ MIN. SRI VALUE OF 0.35,
SLOPED TO DRAINAGE PER PLANS. SEE CIVIL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

SOLACHROME LIGHTWEIGHT CONCRETE TOPPING SLAB

OVER FLUID APPLIED WATERPROOFING MEMBRANE PER
PROJECT SPECIFICATIONS. SLOPED TO DRAINAGE PER PLAN
(1.0% MIN - 1.8% MAX). SEE 2/A5.52 FOR MORE INFORMATION.

NATIVE PLANTING SOIL (SEE LANDSCAPE DRAWINGS)
1-HOUR WOOD STUD FLOOR ASSEMBLY
1-HOUR WOOD STUD ROOF ASSEMBLY
1-HOUR WOOD STUD WALKWAY ASSEMBLY
7'-0" TALL CMU PERIMETER FENCE
30" TALL CMU PLANTERS
42" TALL METAL PICKET GUARDRAIL
EXPOSED PIPE STEEL COLUMN (1-HOUR RATED)

EXPOSED PLUMBING LINES (SEE PLUMBING DRAWINGS)

EXPOSED MECHANICAL DUCTS (SEE MECHANICAL PLANS)

EXPOSED MECHANICAL FAN COIL (SEE MECHANICAL PLANS)

STOREFRONT ASSEMBLY PER PLAN AND SCHEDULE

DOOR PER PLAN AND SCHEDULE

WINDOW PER PLAN AND SCHEDULE

TRASH CHUTE EXHAUST VENTS
EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
EXTERIOR CONCRETE STAIR ASSEMBLY (SEE 2/A5.31)

METAL LOUVRED EQUIPMENT SCREEN
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)

1. 2.

3. 4.
5 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

31. 32.

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"

BASEMENT
749' - 8 1/2"

LOWEST GRADE
747' - 0 1/2"

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"

BASEMENT
749' - 8 1/2"

LOWEST GRADE
747' - 0 1/2"
CLR. HT.
11' - 1 5/8" 8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT.
8' - 9 1/2"
CLR. HT. CLR. HT.
8' - 11"
1/8" = 1'-0"
1 BUILDING B - LONGITUDINAL SECTION NN
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1/8" = 1'-0"
B-A4.26
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - SECTIONS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
11/14/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
PARAPET WALL W/ SHEET METAL COPING (SEE 4/A5.52)
PLUMBING VENT TO ROOF (PER DETAIL 7/A5.51)
ROOF DRAIN AND OVERFLOW DRAIN. OVERFLOW

DRAIN SHALL DISCHARGE THROUGH WALL

SCUPPERS ONTO ROOF DECK AT LEVEL BELOW
(SEE PLUMBING PLANS & 6/A5.51 FOR MORE INFO).

ROOF TIEBACK ANCHOR (PER DETAIL 8/A5.51, EBM/FALL

PROTECTION SYSTEM TO BE DESIGN/BUILD)

MECHANICAL CONDENSER UNITS ON EQUIPMENT PAD
(MIN. 8" A.F.F. HIGHEST ADJACENT ROOF FINISH ELEVATION

OR PER MANUFACTURER RECOMMENDATIONS)
3-HOUR RATED CONCRETE PODIUM. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE, SLOPED TO DRAINAGE PER
PLANS. PROVIDE VAPOR BARRIER PER PROJECT

SPECIFICATIONS W/ BASE COARSE PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS. SEE STRUCTURAL PLANS
FOR ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN. PROVIDE MDO FORMWORK
W/ ARCHITECTURAL FINISH. SEE STRUCTURAL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED SHOTCRETE RETAINING WALL W/ PER PROJECT
SPECIFICATIONS. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

EXPOSED CONCRETE COLUMN CAP / BEAM. PROVIDE MDO
FORMWORK W/ ARCHITECTURAL FINISH. SEE STRUCTURAL
PLANS FOR ALL REBAR AND CONCRETE DESIGN INFO.

CONCRETE FOOTING. SEE STRUCTURAL PLANS FOR ALL
REBAR AND CONCRETE DESIGN INFORMATION.

CONCRETE SLAB ON-GRADE W/ MIN. SRI VALUE OF 0.35,
SLOPED TO DRAINAGE PER PLANS. SEE CIVIL PLANS FOR
ALL REBAR AND CONCRETE DESIGN INFORMATION.

SOLACHROME LIGHTWEIGHT CONCRETE TOPPING SLAB

OVER FLUID APPLIED WATERPROOFING MEMBRANE PER
PROJECT SPECIFICATIONS. SLOPED TO DRAINAGE PER PLAN
(1.0% MIN - 1.8% MAX). SEE 2/A5.52 FOR MORE INFORMATION.

NATIVE PLANTING SOIL (SEE LANDSCAPE DRAWINGS)
1-HOUR WOOD STUD FLOOR ASSEMBLY
1-HOUR WOOD STUD ROOF ASSEMBLY
1-HOUR WOOD STUD WALKWAY ASSEMBLY
7'-0" TALL CMU PERIMETER FENCE
30" TALL CMU PLANTERS
42" TALL METAL PICKET GUARDRAIL
EXPOSED PIPE STEEL COLUMN (1-HOUR RATED)

EXPOSED PLUMBING LINES (SEE PLUMBING DRAWINGS)

EXPOSED MECHANICAL DUCTS (SEE MECHANICAL PLANS)

EXPOSED MECHANICAL FAN COIL (SEE MECHANICAL PLANS)

STOREFRONT ASSEMBLY PER PLAN AND SCHEDULE

DOOR PER PLAN AND SCHEDULE

WINDOW PER PLAN AND SCHEDULE

TRASH CHUTE EXHAUST VENTS
EXTERIOR METAL STAIR ASSEMBLY (PER DETAIL 1/A5.31)
EXTERIOR CONCRETE STAIR ASSEMBLY (SEE 2/A5.31)

METAL LOUVRED EQUIPMENT SCREEN
METAL SUNSHADING AWNING (PER DETAIL 4/A6.01)

1. 2.

3. 4.
5 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

31. 32.
1/8" = 1'-0"
2 BUILDING B - LONGITUDINAL SECTION MM
1 SPLIT-FACE CONCRETE MASONRY UNIT
(ANGELUS OR APPROVED EQUAL.

ARCHITECT TO SELECT FINAL COLOR)

WHERE RETAINING WALLS OCCUR, PROVIDE LA CITY

APPROVED DRAINAGE BOARD & WATERPROOFING
MEMBRANE PER PROJECT SPECIFICATIONS.

HORIZONTAL / VERTICAL STEEL

REINFORCEMENT BAR (PER STRUCTURAL)
TYPE A: 6" C.M.U WALL
TYPE B: 8" C.M.U WALL
TYPE C: 10" C.M.U WALL

MORTAR JOINT (CONCAVE VERTICAL

JOINTS WEATHERED HORIZONTAL JOINTS)

CONCRETE GROUT PER STRUCTURAL

TWO LAYERS OF
"TYPE D" BUILDING PAPER
8 3 4/ "
3 GA FILE NO WP. 8420
- 2 HR. FIRE - MINIMUM STC 50 - ICC 60
5/8" TYPE-X GYPSUM SHEATHING 7/8" CEMENT PLASTER OVER METAL LATH (DENS GLASS OR APPROVED EQUAL)
PLYWOOD SHEATHING (PER STRUCTURAL) R-21 BATT INSULATION 2 LAYERS OF 5/8" TYPE-X

GYPSUM WALL BOARD

FIRE TREATED WOOD STUD

FRAMING (PER STRUCTURAL)
PROVIDE 7/8" CEMENT PLASTER OVER METAL
LATH W/ 2 LAYERS OF "TYPE D" BUILDING

PAPER AT ALL CONDITIONS WHERE BOTH

SIDES OF THE WALL ARE EXTERIOR FACADES
ELECTRICAL BOX (SEE 14/H-A5.41)

SEE PLANS

VAR EI S
CONCRETE WALL (PER STRUCTURAL). PROVIDE

MDO FORMWORK FOR ARCHITECTURAL FINISH

WHERE RETAINING WALLS OCCUR,

PROVIDE LA CITY APPROVED DRAINAGE

BOARD & WATERPROOFING MEMBRANE
PER PROJECT SPECIFICATIONS.

STEEL REINFORCEMENT BAR (PER STRUCTURAL) 7/8" CEMENT PLASTER WHERE OCCURING. SEE

FINISH SCHEDULE
TYPE B: 8" CONCRETE WALL
TYPE C: 10" CONCRETE WALL
TYPE D: 12" CONCRETE WALL
2 TWO LAYERS OF "TYPE D" BUILDING PAPER
12 1 4/ "
4 GA FILE NO WP. 8420
- 2 HR. FIRE - MINIMUM STC 50 - ICC 60
5/8" TYPE-X GYPSUM SHEATHING 7/8" CEMENT PLASTER OVER METAL LATH (DENS GLASS OR APPROVED EQUAL)
PLYWOOD SHEATHING (PER STRUCTURAL) R-21 BATT INSULATION 2 LAYERS OF 5/8" TYPE-X GYPSUM WALL BOARD

FIRE TREATED WOOD STUD

FRAMING (PER STRUCTURAL)
ELECTRICAL BOX (SEE 14/H-A5.41)

ELECTRICAL CONDUIT (SEE ELECTRICAL)

TWO LAYERS OF
"TYPE D" BUILDING PAPER
8 3 4/ "
5 GA FILE NO WP. 8420
- 2 HR. FIRE - MINIMUM STC 50 - ICC 60
5/8" TYPE-X GYPSUM SHEATHING 7/8" CEMENT PLASTER OVER METAL LATH (DENS GLASS OR APPROVED EQUAL) R-21 BATT INSULATION
2 LAYERS OF 5/8" TYPE-X

GYPSUM WALL BOARD

FIRE TREATED WOOD STUD

FRAMING (PER STRUCTURAL)
PROVIDE 7/8" CEMENT PLASTER OVER METAL
LATH W/ 2 LAYERS OF "TYPE D" BUILDING

PAPER AT ALL CONDITIONS WHERE BOTH

SIDES OF THE WALL ARE EXTERIOR FACADES
ELECTRICAL BOX (SEE 14/H-A5.41)
TWO LAYERS OF "TYPE D"

BUILDING PAPER
8 1 2/ "
6 GA FILE NO WP. 8420
- 1 HR. FIRE - MINIMUM STC 50 - ICC 60
R-5 RIGID INSULATION 7/8" CEMENT PLASTER OVER METAL LATH BOARD (1/2" THICK) R-21 BATT INSULATION
5/8" TYPE-X GYPSUM WALL BOARD
1/2" RESILIENT CHANNEL METAL STUD FRAMING (PER STRUCTURAL) ELECTRICAL BOX (SEE 14/H-A5.41)
TWO LAYERS OF "TYPE
D" BUILDING PAPER
8 1 2/ "
7 5/8" TYPE-X GYPSUM SHEATHING 7/8" CEMENT PLASTER OVER METAL LATH (DENS GLASS OR APPROVED EQUAL)

PLYWOOD SHEATHING (PER STRUCTURAL)
1/2" PLYWOOD SHEATHING

WOOD STUD FRAMING (PER STRUCTURAL)

TPO ROOFING MEMBRANE
60MIL MIN. FIRESTONE ULTRAPLY WHITE OR EQUAL CLASS 'A'
SINGLE PLY COOL ROOF OVER 1/4" DENS DECK PRIME SHEATHING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

VAR EI S
8 1 2/ "
8 2 LAYERS OF 5/8" TYPE-X GYPSUM WALL BOARD

PLYWOOD SHEATHING (PER STRUCTURAL)
R-21 BATT INSULATION
2 LAYERS OF 5/8" TYPE-X GYPSUM WALL BOARD

WOOD STUD FRAMING (PER STRUCTURAL)
GA FILE NO. UL U301 - 2-HR FIRE - STC RATING 56
TYPE A: 2x4 WOOD STUD FRAMING
TYPE B: 2x6 WOOD STUD FRAMING
ELECTRICAL BOX (SEE 14/H-A5.41)

VAR EI S
8 1 2/ "
9 2 LAYERS OF 5/8" TYPE-X GYPSUM WALL BOARD

PLYWOOD SHEATHING (PER STRUCTURAL)
R-21 BATT INSULATION
2 LAYERS OF 5/8" TYPE-X GYPSUM WALL BOARD

METAL STUD FRAMING (PER STRUCTURAL)
GA FILE NO. WP 3910 - 2-HR FIRE - STC RATING 50-54
TYPE A: 2x4 METAL STUD FRAMING
TYPE B: 2x6 METAL STUD FRAMING
TYPE C: 2X10 METAL STUD FRAMING
ELECTRICAL BOX (SEE 14/H-A5.41)

WOOD STUD SILL PLATE
5/8" TYPE-X GYPSUM WALL BOARD
7 3 4/ " 10
PLYWOOD SHEATHING (PER STRUCTURAL) R-21 BATT INSULATION 5/8" TYPE-X GYPSUM WALL BOARD

STAGGERED WOOD STUD FRAMING
(PER STRUCTURAL)
1/2" RESILIENT CHANNEL
GA FILE NO. WP 3242 - 1-HR FIRE - STC RATING 50
5/8" TYPE-X GYPSUM WALL BOARD

VAR EI S
7 3 4/ " 11
R-21 BATT INSULATION
5/8" TYPE-X GYPSUM WALL BOARD

STAGGERED METAL STUD FRAMING
1/2" RESILIENT CHANNEL
GA FILE NO. WP 3242 - 1-HR FIRE - STC RATING 50

WOOD STUD SILL PLATE
TYPE A: 2x4 STAGGERED METAL STUDS
TYPE B: 2x6 STAGGERED METAL STUDS

PLYWOOD BLOCKING PER
5/H-G4.50 WHERE OCCURING
5/8" TYPE-X GYPSUM WALL BOARD

VAR EI S
4 3 4/ " 12
R-21 BATT INSULATION @ BATHROOM WALLS
5/8" TYPE-X GYPSUM WALL BOARD

WOOD STUD FRAMING (PER STRUCTURAL)
TYPE A: 2x4 WOOD STUD FRAMING
TYPE B: 2x6 WOOD STUD FRAMING
TYPE C: 2x8 WOOD STUD FRAMING
TYPE D: 2x10 WOOD STUD FRAMING
5/8" TYPE-X GYPSUM WALL BOARD

VAR EI S
4 3 4/ " 13
R-21 BATT INSULATION @ BATHROOM WALLS
5/8" TYPE-X GYPSUM WALL BOARD

METAL STUD FRAMING (PER STRUCTURAL)
TYPE A: 2x4 METAL STUD FRAMING
TYPE B: 2x6 METAL STUD FRAMING
TYPE C: 2x8 METAL STUD FRAMING

METAL PLATE BLOCKING PER
5/H-G4.50 WHERE OCCURING
14 SHEAR WALL PER STRUCTURAL DRAWINGS. ALIGN FACE OF
STUD/SHEAR PANEL WITH FACE OF PIPE. HOLDDOWNS /

GRAVITY COLUMNS TO STAY OUTSIDE OF PLUMBING LINES
TYPE A: 2x4 SHEAR WALL
TYPE B: 2x6 SHEAR WALL
5/8" TYPE-X GYPSUM WALL BOARD
2X FURRED WOOD STUD WALL
5/8" TYPE-X GYPSUM WALL BOARD R-21 BATT INSULATION
5/8" TYPE-X GYPSUM WALL BOARD

VAR EI S PER PLAN
15 FIRE-RATED WALL ASSEMBLY /

STRUCTURAL WALL ASSEMBLY
TYPE A: 2x2 METAL Z-FRAMING
TYPE B: 2x6 METAL STUD FRAMING
TYPE D: 2x8 METAL STUD FRAMING

COLD-FORMED METAL Z-FRAMING

PLUMBING LINE (SEE PLUMBING DRAWINGS)
METAL PLATE BLOCKING PER 5/H-
G4.50 WHERE OCCURING
2-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 3/H-A5.21 2X WOOD STUD FRAMING END

PIECE, FASTENED DIRECTLY TO

FIRE-TREATED LUMBER (SEE

STRUCTURAL DRAWINGS FOR

SPACING AND THICKNESS)
GENERAL NOTE:

SEE WALL TYPES DETAILS FOR

MORE INFORMATION ON WALL
MATERIALS AN LAYERS. 2-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 3/H-A5.21
FIRE TREATED 2X WOOD STUD FRAMING
(SEE STRUCTURAL DRAWINGS FOR
SPACING AND THICKNESS). USE 2X
PIECES TO FILL ALL GAPS WHERE 1-

HOUR FRAMING MEMBER ABUTS JOIN
1-HOUR INTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 10/H-A5.21
2X STAGGERED

WOOD STUD FRAMING

BUILDING EXTERIOR

BUILDING INTERIOR

BUILDING INTERIOR
2-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 3/H-A5.21 2X WOOD STUD FRAMING END

PIECE, FASTENED DIRECTLY TO

FIRE-TREATED LUMBER (SEE

STRUCTURAL DRAWINGS FOR
SPACING AND THICKNESS) GENERAL NOTE:

SEE WALL TYPES DETAILS FOR

MORE INFORMATION ON WALL
MATERIALS AN LAYERS. 2-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 3/H-A5.21
FIRE TREATED 2X WOOD STUD FRAMING
(SEE STRUCTURAL DRAWINGS FOR
SPACING AND THICKNESS). USE 2X
PIECES TO FILL ALL GAPS WHERE 1-

HOUR FRAMING MEMBER ABUTS JOIN

NON-RATED INTERIOR WOOD

STUD WALL ASSEMBLY PER
DETAIL 12/H-A5.21
2X WOOD STUD FRAMING

BUILDING EXTERIOR

BUILDING INTERIOR

BUILDING INTERIOR
2-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 3/H-A5.21
2X WOOD STUD FRAMING END

PIECE, FASTENED DIRECTLY TO

FIRE-TREATED LUMBER (SEE

STRUCTURAL DRAWINGS FOR

SPACING AND THICKNESS)
GENERAL NOTE:

SEE WALL TYPES DETAILS FOR

MORE INFORMATION ON WALL
MATERIALS AN LAYERS. 2-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 3/H-A5.21
FIRE TREATED 2X WOOD STUD FRAMING
(SEE STRUCTURAL DRAWINGS FOR
SPACING AND THICKNESS). USE 2X
PIECES TO FILL ALL GAPS WHERE 1-

HOUR FRAMING MEMBER ABUTS JOIN

NON-RATED INTERIOR WOOD

STUD WALL ASSEMBLY PER
DETAIL 14/H-A5.21

STRUCTURAL SHEAR WALL
(SEE DETAIL ABOVE)

BUILDING EXTERIOR

BUILDING INTERIOR
1-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 6/H-A5.21
2X6 METAL STUD FRAMING END

PIECE, FASTENED DIRECTLY TO

FIRE-TREATED LUMBER (SEE

STRUCTURAL DRAWINGS FOR

SPACING AND THICKNESS)
GENERAL NOTE:

SEE WALL TYPES DETAILS FOR

MORE INFORMATION ON WALL
MATERIALS AN LAYERS. 1-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 6/H-A5.21
2X6 METAL STUD FRAMING (SEE NON-

STRUCTURAL METAL STUD WALL

SCHEDULE FOR MORE INFORMATION)
1-HOUR INTERIOR METAL STUD WALL
ASSEMBLY PER DETAIL 11/H-A5.21
2X STAGGERED

METAL STUD FRAMING

BUILDING EXTERIOR

BUILDING INTERIOR

BUILDING INTERIOR
2-HOUR EXTERIOR CONCRETE WALL
ASSEMBLY PER DETAIL 2/H-A5.21
GENERAL NOTE:

SEE WALL TYPES DETAILS FOR

MORE INFORMATION ON WALL
MATERIALS AN LAYERS. 2-HOUR EXTERIOR CONCRETE WALL
ASSEMBLY PER DETAIL 2/H-A5.21

PROVIDE FIRESTOPPING AT JOINT

BETWEEN METAL STUD WALL AND
CONCRETE WALL. TYP. ON BOTH SIDES

BUILDING EXTERIOR

BUILDING INTERIOR

BUILDING INTERIOR
2X6 METAL STUD FRAMING END

PIECE, FASTENED DIRECTLY TO

FIRE-TREATED LUMBER (SEE

STRUCTURAL DRAWINGS FOR

SPACING AND THICKNESS)
1-HOUR INTERIOR METAL STUD WALL
ASSEMBLY PER DETAIL 11/H-A5.21
2X STAGGERED

METAL STUD FRAMING
1 1/2" = 1'-0"
EXTERIOR CMU WALL (2-HOUR)
1 1/2" = 1'-0"
EXTERIOR WOOD STUD WALL (2-HOUR)
1 1/2" = 1'-0"
EXTERIOR CONC. WALL (2-HOUR)
1 1/2" = 1'-0"
EXTERIOR WOOD STUD WALL (2-HOUR)
1 1/2" = 1'-0"
EXTERIOR WOOD STUD WALL (2-HOUR)
1 1/2" = 1'-0"
EXTERIOR METAL STUD WALL (1-HOUR)
1 1/2" = 1'-0"

EXTERIOR WOOD STUD PARAPET WALL
1 1/2" = 1'-0"
INTERIOR WOOD STUD WALL (2-HOUR)
1 1/2" = 1'-0"
INTERIOR METAL STUD WALL (2-HOUR)
1 1/2" = 1'-0"
INT. WD. STUD PARTI WALL (1-HOUR)
1 1/2" = 1'-0"
INT. MTL. STUD PARTI WALL (1-HOUR)
1 1/2" = 1'-0"

INTERIOR WOOD STUD PARTITION WALL
1 1/2" = 1'-0"

INTERIOR METAL STUD PARTITION WALL
1 1/2" = 1'-0"

INTERIOR STUD SHEAR / PLUMBING WALL
1 1/2" = 1'-0"

INTERIOR STUD FURRED WALL
1 1/2" = 1'-0"
1 EXT. 2-HR WALL / INT. WALL CONNECTION 1
1 1/2" = 1'-0"
2 EXT. 2-HR WALL / INT. WALL CONNECTION 2
1 1/2" = 1'-0"
3 EXT. 2-HR WALL / INT. WALL CONNECTION 3
1 1/2" = 1'-0"
4 EXT. 1-HR WALL / INT. WALL CONNECTION 4
1 1/2" = 1'-0"
5 EXT. 2-HR WALL / INT. WALL CONNECTION 5
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1 1/2" = 1'-0"
B-A5.21
-
02/17/2026
JD
SD
600 N. ROSEMEAD
AVE

ARCHITECTURAL DETAILS - WALL TYPES
600 N. ROSEMEAD AVE, PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"

BASEMENT
749' - 8 1/2"

WOOD STUD EXTERIOR WALL
(2-HR). STUCCO FINISH

VINYL WINDOW PER PLAN
EXTERIOR COLOR : BLACK
PAINTED 1/8" STEEL PLATE
AWNING

PAINTED METAL CANOPY,

FASTENED TO BEAM IN WALL WITH

HANGERS

WOOD FRAMED FLOOR
ASSEMBLY (1-HOUR)
BUILT-IN PLANTER. SEE

LANDSCAPE PLANS

WOOD FRAMED FLOOR
ASSEMBLY (1-HOUR)

WOOD FRAMED FLOOR
ASSEMBLY (1-HOUR)

STUCCO FINISH AT UNDERSIDE

OF ROOF OVERHANG

VINYL WINDOW PER PLAN

VINYL WINDOW PER PLAN
EXTERIOR COLOR : BLACK

TANK ROOM
16" PROJECTING BRICK "BAND"
COURSE
BENT SHEET METAL FASCIA.

POWDER COAT FINISH.
16"

CAST-IN-PLACE

CONCRETE BENCH

ROOF OVERHANG
53"

WOOD STUD EXTERIOR WALL
(2-HR). STUCCO FINISH

CANOPY OVERHANG
36"

FIFTH FLOOR SETBACK
24"
BRICK VENEER CLADDING.

PACIFIC CLAY OR SIMILAR
UNIT
UNIT
UNIT
UNIT

LEASING
OFFICE

STOREFRONT PER PLAN
EXTERIOR COLOR : BLACK

PROJECT NUMBER
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

E
T
LR
I F
NO. C-24019
REN. 7-31-27

O E F CAL
STAT
A
O
A
NR I
Z
RC
A
U

E NS E IC
T
RO Y
D A
I H TE
N
C
LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

CLIENT NAME: CLIENT ADDRESS:
1410 2ND STREET, SUITE 200
SANTA MONICA, CA 90401
Scale
Date
Drawn by
Checked by
DRAWING TITLE:
3/8" = 1'-0"
-
600 N. ROSEMEAD AVE
600 N. ROSEMEAD AVE, PASADENA CA 91107

ELYSIAN HOUSING
B-A5.25
02/17/2026
Author
Checker

WALL SECTION AA
PLAN CHECK SUBMISSION #1
3/8" = 1'-0"
1 PART ELEVATION AA - ROSEMEAD FACADE
3/8" = 1'-0"
2 SECTION AA

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"

BASEMENT
749' - 8 1/2"

WOOD FRAMED FLOOR
ASSEMBLY (1-HOUR)

VINYL WINDOW PER PLAN
EXTERIOR COLOR : BLACK

PAINTED STEEL PICKET

RAILING

FIBERGLASS PLANTERS
(TOURNESOL OR SIMILAR)

WOOD FRAMED FLOOR
ASSEMBLY (1-HOUR)

VINYL WINDOW PER PLAN
EXTERIOR COLOR : BLACK
16" TALL PROJECTING BRICK
"BAND" COURSE
16"
ENTRY FENCE AND GATE. CNC

STEEL PATTERN SUPPORTED BY
TUBE STEEL FRAME. PAINT FINISH.

CAST-IN-PLACE CONCRETE
STAIRS

CAST-IN-PLACE CONCRETE

GUARD WALL

ROOF OVERHANG
53"

FIFTH FLOOR SETBACK
24"

WOOD STUD EXTERIOR WALL
(2-HR). STUCCO FINISH

STUCCO FINISH
BRICK VENEER CLADDING.

PACIFIC CLAY OR SIMILAR

CANOPY OVERHANG
36"
42"
1 1/2" DIAM TUBE STEEL
HANDRAIL. PAINTED LABEL
36"
42"
UNIT
UNIT
ROOF
DECK

PROJECT NUMBER
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

E
T
L
R
I F
NO. C-24019
REN. 7-31-27

O E F CAL
STAT
A
O
A
NR I
Z
RC
A
U

E NS E IC
T
RO Y
D A
I H TE
N
C
LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

CLIENT NAME: CLIENT ADDRESS:
1410 2ND STREET, SUITE 200
SANTA MONICA, CA 90401
Scale
Date
Drawn by
Checked by
DRAWING TITLE:
3/8" = 1'-0"
-
600 N. ROSEMEAD AVE
600 N. ROSEMEAD AVE, PASADENA CA 91107

ELYSIAN HOUSING
B-A5.26
02/17/2026
Author
Checker

WALL SECTION BB
PLAN CHECK SUBMISSION #1
3/8" = 1'-0"
1 SECTION BB
3/8" = 1'-0"
2 PART ELEVATION BB - ROSEMEAD FACADE

THIRD FLOOR
785' - 0 1/2"

FIFTH FLOOR
805' - 0 1/2"

ROOF PLAN
815' - 0 1/2"

GROUND FLOOR
761' - 0 1/2"

SECOND FLOOR
775' - 0 1/2"

FOURTH FLOOR
795' - 0 1/2"

BASEMENT
749' - 8 1/2"
PAINTED 1/8" STEEL PLATE
AWNING

WOOD FRAMED FLOOR
ASSEMBLY (1-HOUR)

WOOD FRAMED FLOOR
ASSEMBLY (1-HOUR)

VINYL WINDOW PER PLAN
EXTERIOR COLOR : BLACK
16" PROJECTING BRICK "BAND"
COURSE

WOOD STUD EXTERIOR WALL
(2-HR). STUCCO FINISH
PAINTED 1/8" STEEL PLATE
AWNING
PAINTED 1/8" STEEL PLATE
AWNING

WOOD STUD EXTERIOR WALL
(2-HR). STUCCO FINISH

VINYL WINDOW PER PLAN
EXTERIOR COLOR : BLACK

ROOF OVERHANG
53"
26"

FIFTH FLOOR SETBACK
24"
BRICK VENEER CLADDING.

PACIFIC CLAY OR SIMILAR

CONCRETE STEPS

FIRST FLOOR SETBACK
21"
UNIT
UNIT
UNIT
UNIT
UNIT

PARKING

VINYL WINDOW PER PLAN
EXTERIOR COLOR : BLACK

STUCCO FINISH AT UNDERSIDE

OF ROOF OVERHANG
BENT SHEET METAL FASCIA.

POWDER COAT FINISH.

PROJECT NUMBER
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

E
T
L
R
I F
NO. C-24019
REN. 7-31-27

O E F CAL
STAT
A
O
A
NR I
Z
RC
A
U

E NS E IC
T
RO Y
D A
I H TE
N
C
LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

CLIENT NAME: CLIENT ADDRESS:
1410 2ND STREET, SUITE 200
SANTA MONICA, CA 90401
Scale
Date
Drawn by
Checked by
DRAWING TITLE:
3/8" = 1'-0"
-
600 N. ROSEMEAD AVE
600 N. ROSEMEAD AVE, PASADENA CA 91107

ELYSIAN HOUSING
B-A5.27
02/17/2026
Author
Checker

WALL SECTION CC
PLAN CHECK SUBMISSION #1
3/8" = 1'-0"
1 PART ELEVATION CC - ROSEMEAD FACADE
3/8" = 1'-0"
2 SECTION CC
TYP.
7" - 11".

T
Y
P.
4" - 7". CONCRETE STAIR TREAD / RISER
CAST IN PLACE CONCRETE STAIR. SLOPE TOP TREAD
SURFACE MAX 2% IN OPPOSITE DIRRECTION TO SHED WATER
AWAY FROM STAIR. PROVIDE ROUNDED OR BEVELED NOSING,
3/4" RADIUS OR BEVEL MAX. TYP. PROVIDE WARNING STRIP AT EACH STAIR TREAD FOR EXTERIOR STAIRS (SEE 16/H-G4.50)

STAIR NOSE CAP / COVER
16 GA BENT SHEET METAL RISER COVER,
GALVANIZED. FINISH PER FINISH SCHEDULE

WATERPROOFING

CONTINUOUS PEDESTRIAN FLUID APPLIED

WATERPROOFING MEMBRANE TO BE

PLACED OVER ENTIRE DEPRESSED
CONCRETE SLAB SURFACE (SEE 2/H-A5.52)

STRUCTURAL CONNECTION

METAL BOLT ANCHORAGE CONNECTING STAIR ASSEMBLY
TO WOOD BEAM. REFER TO STRUCTURAL DRAWINGS

SEE STAIR PLANS, SECTIONS, AND ELEVATIONS
PROVIDED ON H-A3.52 AND H-A3.53 FOR SPECIFIC

INFORMATION ON TREAD DEPTH & RISER HEIGHTS

COLD JOINT WATERPROOFING
JOINT SEALANT BETWEEN CONCRETE POURS.

PROVIDE CONTINUOUS NEOPRENE WATER STOP

STRIP ON BOTH SIDES OF DOWEL CONNECTION
CONCRETE PODIUM (3-HOUR)

SEE STRUCTURAL DRAWINGS FOR REBAR
DESIGN, CONCRETE STRENGTH, AND THICKNESS.

METAL ANGLE END-PIECE
PROVIDE 1/4" X 4" X 4" METAL L-ANGLE AS
TERMINATION PIECE FOR TOPPING SLAB.

EXTEND WATERPROOFING OVER TOP OF ANGLE

AND ALL CONNECTIONS INTO CONCRETE PODIUM
T
Y
P.
4" - 7"
TYP.
7" - 11" CONCRETE STAIR TREAD / RISER
CAST IN PLACE CONCRETE STAIR. SLOPE TREAD
SURFACE MAX 2% TO SHED WATER AWAY FROM
STAIR. PROVIDE ROUNDED OR BEVELED
NOSING, 3/4" RADIUS OR BEVEL MAX. TYP.

PROVIDE WARNING STRIP AT EACH STAIR TREAD
FOR EXTERIOR STAIRS (SEE 16/H-G4.50)

CONCRETE SLAB ON-GRADE
SLOPE SURFACE MAX 2% IN OPPOSITE

DIRRECTION TO SHED WATER AWAY
FROM STAIR. SEE CIVIL DRAWINGS FOR

CONCRETE MIX AND REBAR DESIGN

BASE COARSE

BASE COARSE PER

GEOTECHNICAL / CIVIL
ENGINEER RECOMM.

COLD JOINT WATERPROOFING
JOINT SEALANT BETWEEN CONCRETE POURS.

PROVIDE CONTINUOUS NEOPRENE WATER STOP

STRIP ON BOTH SIDES OF DOWEL CONNECTION

STRUCTURAL CONNECTION

METAL BOLT ANCHORAGE CONNECTING
STAIR ASSEMBLY TO WOOD BEAM.

REFER TO STRUCTURAL DRAWINGS

CONCRETE FOOTING
INTEGRAL CONCRETE FOOTING .SEE STRUCTURAL
DRAWINGS FOR MIX AND REBAR DESIGN).
1D
CONCRETE STAIR TREAD B-A5.31

CAST IN PLACE CONCRETE STAIR LANDING, RESTING ON
METAL PLATE / NOTCH (SEE NOTE BELOW). PROVIDE
ROUNDED OR BEVELED NOSING, 1/2" RADIUS OR BEVEL
MAX. TYP. PROVIDE WARNING STRIP (SEE 16/H-G4.50)

STUCCO FINISH
EXTEND 7/8" PORTLAND CEMENT PLASTER AND BUILDING
PAPER OVER EDGE OF CONCRETE PODIUM.

STRUCTURAL CONNECTION

METAL BOLT ANCHORAGE CONNECTING
STAIR ASSEMBLY TO WOOD BEAM. REFER

TO STRUCTURAL DRAWINGS

FIRE SPRINKLER LINES

ALL FIRE SPRINKLER LINES SHALL BE

CONCEALED WITHIN METAL FRAMED
DROP CEILING ASSEMBLY. REFER TO

DESIGN BUILD FIRE SPRINKLER

DRAWINGS FOR MORE INFORMATION

CORRIDOR CEILING
STUCCO DROP CEILING @ CORRIDOR TO CONCEAL ALL FIRE
SPRINKLER LINES. SEE WALL SECTIONS FOR MORE INFO.

CONCRETE PODIUM (3-HOUR)

SEE STRUCTURAL DRAWINGS FOR REBAR
DESIGN, CONCRETE STRENGTH, AND THICKNESS.

SEE STAIR PLANS, SECTIONS,

AND ELEVATIONS PROVIDED
ON H-A3.52 AND H-A3.53 FOR

SPECIFIC INFORMATION ON

TREAD DEPTH & RISER HEIGHTS

STAIR STRINGER
PROVIDE METAL C-CHANNEL STRINGER ON BOTH SIDES.

NOTCH PLATE
WELD SQUARE 1/4" THICK METAL PLATE TO SIT WITHIN NOTCH
IN CAST-IN-PLACE STAIR TREAD. WELD PLATE TO L-ANGLE

METAL L-ANGLE
PROVIDE 1/4" X 2 X 2 METAL ANGLE,

WELDED TO STAIR STRINGER

STAIR RISER PLATE
PROVIDE 3/16" CHECKERED METAL RISER
PLATE. TYPICAL AT EACH STAIR RISER

STRUCTURAL PLATE CONNECTION

METAL PLATE CONNECTION TO WOOD
STUD FRAMED SUPERSTRUCTURE. SEE

STRUCTURAL DRAWINGS FOR MEMBER
AND PLATE SIZES. ALL EXPOSED METAL
CONNECTIONS SHALL BE GALVANIZED. ALL

EXPOSED METAL PLATES SHALL BE

FINISHED WITH STRUCTURAL SHOP PRIMER

BENT METAL CLOSURE PLATE
PROVIDE 1/4" THICK BENT METAL CLOSURE PLATE AS
TERMINATION POINT FOR STUCCO FINISH. ENSURE
THAT CLOSURE PLATE EXTENDS 1"T STUCCO CASING
BEAD FOR WATERPROOFING PURPOSES.

TYP.
7" - 11"
1" TYP.

T
Y
P.
4" - 7"
1D
B-A5.31

CONCRETE STAIR TREAD

CAST IN PLACE CONCRETE STAIR LANDING, RESTING ON
METAL PLATE / NOTCH (SEE NOTE BELOW). PROVIDE
ROUNDED OR BEVELED NOSING, 1/2" RADIUS OR BEVEL
MAX. TYP. PROVIDE WARNING STRIP (SEE 16/H-G4.50)
5/8" "Type-X" Densglass Sheathing / 2x Wood Joist Framing / 1/2" Exterior Plywood Sheathing / "Class A" Elastomeric Deck Coating. Used at all 1-Hour Exterior Egress Balconies
1-HOUR FLOOR ASSEMBLY

STRUCTURAL CONNECTION

METAL BOLT ANCHORAGE CONNECTING STAIR ASSEMBLY
TO WOOD BEAM. REFER TO STRUCTURAL DRAWINGS

PLYWOOD SHEATHING

REFER TO STRUCTURAL DRAWINGS FOR

PLYWOOD SHEATHING THICKNESS

STRUCTURAL CONNECTION

METAL BOLT ANCHORAGE CONNECTING
STAIR ASSEMBLY TO WOOD BEAM. REFER

TO STRUCTURAL DRAWINGS

FIRE SPRINKLER LINES

ALL FIRE SPRINKLER LINES SHALL BE

CONCEALED WITHIN METAL FRAMED
DROP CEILING ASSEMBLY. REFER TO

DESIGN BUILD FIRE SPRINKLER

DRAWINGS FOR MORE INFORMATION

CORRIDOR CEILING
STUCCO DROP CEILING @ CORRIDOR TO CONCEAL ALL FIRE
SPRINKLER LINES. SEE WALL SECTIONS FOR MORE INFO.

STRUCTURAL WOOD BEAM
PROVIDE 6X WOOD BEAM TO SUPPORT STAIR ASSEMBLY.

REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION

SEE STAIR PLANS, SECTIONS,

AND ELEVATIONS PROVIDED
ON H-A3.52 AND H-A3.53 FOR

SPECIFIC INFORMATION ON

TREAD DEPTH & RISER HEIGHTS

STAIR STRINGER
PROVIDE METAL C-CHANNEL STRINGER ON BOTH SIDES.

NOTCH PLATE
WELD SQUARE 1/4" THICK METAL PLATE TO SIT WITHIN NOTCH
IN CAST-IN-PLACE STAIR TREAD. WELD PLATE TO L-ANGLE

METAL L-ANGLE
PROVIDE 1/4" X 2 X 2 METAL ANGLE,

WELDED TO STAIR STRINGER

STAIR RISER PLATE
PROVIDE 3/16" CHECKERED METAL RISER
PLATE. TYPICAL AT EACH STAIR RISER

STAIR STRINGER

PROVIDE METAL C-CHANNEL
STRINGER ON BOTH SIDES.

STRUCTURAL PLATE CONNECTION

METAL PLATE CONNECTION TO WOOD
STUD FRAMED SUPERSTRUCTURE. SEE

STRUCTURAL DRAWINGS FOR MEMBER
AND PLATE SIZES. ALL EXPOSED METAL
CONNECTIONS SHALL BE GALVANIZED. ALL

EXPOSED METAL PLATES SHALL BE

FINISHED WITH STRUCTURAL SHOP PRIMER

BENT METAL CLOSURE PLATE
PROVIDE 1/4" THICK BENT METAL CLOSURE PLATE AS
TERMINATION POINT FOR STUCCO FINISH. ENSURE
THAT CLOSURE PLATE EXTENDS 1"T STUCCO CASING
BEAD FOR WATERPROOFING PURPOSES.

TYP.
7" - 11"
1" (TYP.)

PLYWOOD SHEATHING

CONCRETE STAIR TREAD

SEE STAIR PLANS, SECTIONS,

AND ELEVATIONS PROVIDED
ON H-A3.52 AND H-A3.53 FOR

SPECIFIC INFORMATION ON

TREAD DEPTH & RISER HEIGHTS

STAIR STRINGER
5/8" "Type-X" Densglass Sheathing / 2x Wood
Joist Framing / 1/2" Exterior Plywood Sheathing
/ "Class A" Elastomeric Deck Coating. Used at
all 1-Hour Exterior Egress Balconies
1-HOUR FLOOR ASSEMBLY

REFER TO STRUCTURAL DRAWINGS FOR

PLYWOOD SHEATHING THICKNESS

STRUCTURAL CONNECTION

METAL BOLT ANCHORAGE CONNECTING
STAIR ASSEMBLY TO WOOD BEAM.

REFER TO STRUCTURAL DRAWINGS

CONNECTOR PLATE

PROVIDE BENT METAL CONNECTAOR PLATE, WITH
BENT PORTION EXTENDING 1" PAST STUCCO
TYP.
7" - 11"
1" TYP. LANDING SUPPORT

PROVIDE METAL L-ANGLE LANDING SUPPORT
W/ WARNING STRIP (SEE 19/A10.01)

STAIR NOSE CAP / COVER

PROVIDE EXTRUDED METAL COVER TO

CONCEAL METAL BOLT CONNECTION
BENEATH. WELD TO CONNECTOR PLATE.

CAST IN PLACE CONCRETE STAIR

LANDING, RESTING ON METAL PLATE /
NOTCH (SEE NOTE BELOW). PROVIDE
ROUNDED OR BEVELED NOSING, 1/2"
RADIUS OR BEVEL MAX. TYP. PROVIDE
WARNING STRIP (SEE 16/H-G4.50)

PROVIDE METAL C-CHANNEL
STRINGER ON BOTH SIDES.

NOTCH PLATE
WELD SQUARE 1/4" THICK METAL

PLATE TO SIT WITHIN NOTCH IN
CAST-IN-PLACE STAIR TREAD.

WELD PLATE TO L-ANGLE

METAL L-ANGLE
PROVIDE 1/4" X 2 X 2 METAL ANGLE,

WELDED TO STAIR STRINGER

CORRIDOR CEILING
STUCCO DROP CEILING @ CORRIDOR TO
CONCEAL ALL FIRE SPRINKLER LINES.

SEE WALL SECTIONS FOR MORE INFO.

CONCRETE STAIR TREAD

CAST IN PLACE CONCRETE STAIR

LANDING, RESTING ON METAL PLATE /
NOTCH (SEE NOTE BELOW). PROVIDE
ROUNDED OR BEVELED NOSING, 1/2"
RADIUS OR BEVEL MAX. TYP. PROVIDE
WARNING STRIP (SEE 19/A10.01)

STAIR STRINGER

PROVIDE METAL C-CHANNEL
STRINGER ON BOTH SIDES.

METAL L-ANGLE
PROVIDE 1/4" X 2 X 2 METAL ANGLE,

WELDED TO STAIR STRINGER

NOTCH PLATE
WELD SQUARE 1/4" THICK METAL PLATE TO SIT WITHIN NOTCH IN CAST-IN-PLACE STAIR TREAD. WELD PLATE TO L-ANGLE
TYP.
7" - 11".

T
Y
P.
4" - 7" CONCRETE STAIR TREAD / RISER
CAST IN PLACE CONCRETE STAIR. SLOPE TREAD
SURFACE MAX 2% TO SHED WATER AWAY FROM
STAIR. PROVIDE ROUNDED OR BEVELED
NOSING, 3/4" RADIUS OR BEVEL MAX. TYP.

PROVIDE WARNING STRIP AT EACH STAIR TREAD
FOR EXTERIOR STAIRS (SEE 16/H-G4.50)

COLD JOINT WATERPROOFING
JOINT SEALANT BETWEEN CONCRETE POURS.

PROVIDE CONTINUOUS NEOPRENE WATER STOP

STRIP ON BOTH SIDES OF DOWEL CONNECTION

STRUCTURAL CONNECTION

METAL BOLT ANCHORAGE CONNECTING
STAIR ASSEMBLY TO WOOD BEAM.

REFER TO STRUCTURAL DRAWINGS

CONCRETE SLAB ON-GRADE
SLOPE SURFACE MAX 2% IN OPPOSITE

DIRRECTION TO SHED WATER AWAY
FROM STAIR. SEE CIVIL DRAWINGS FOR

CONCRETE MIX AND REBAR DESIGN

CONCRETE STAIR TREAD / RISER
SLOPE TOP TREAD SURFACE MAX 2% IN OPPOSITE
DIRECTION TO SHED WATER AWAY FROM STAIR.

CONCRETE STAIR
CAST IN-PLACE CONCRETE STAIR. SEE STRUCTURAL

DRAWINGS FOR CONCRETE MIX AND REBAR DESIGN

STRUCTURAL ANNCHORAGE

STEEL DOWEL CONNECTION
(SEE CIVIL DRAWINGS)

CONCRETE WALL
CONCRETE WALL PER PLAN.

CONCRETE STAIR TREAD

CAST IN PLACE CONCRETE STAIR
TREAD. SLOPE TREAD SURFACE MAX
2% TOWARDS RISER EDGE PREVENT
ACCUMULATION OF WATER (TYP.)

COLD JOINT WATERPROOFING
JOINT SEALANT BETWEEN CONCRETE POURS. PROVIDE CONTINUOUS

NEOPRENE WATER STOP STRIP ON BOTH SIDES OF DOWEL CONNECTION 1 1/2" = 1'-0"
2C EXT. CONCRETE STAIR TO PODIUM CONNECTION1
1 1/2" = 1'-0"
2A EXT. CONCRETE STAIR TO S.O.G. CONNECTION
1 1/2" = 1'-0"
1A
EXT. STAIR - FLR. TO BTM. LANDING CONNECTION
1 1/2" = 1'-0"
1B
EXT. STAIR - FLR. TO BTM. LANDING CONNECTION
1 1/2" = 1'-0"
1C
EXT. STAIR - FLR. TO TOP LANDING CONNECTION1
1 1/2" = 1'-0"
1D
EXT. STAIR - TREAD TO STRINGER CONNECTION1
1 1/2" = 1'-0"
2B EXT. CONCRETE STAIR TO S.O.G. CONNECTION
1 1/2" = 1'-0"
2D EXT. CONCRETE STAIR TO PODIUM CONNECTION
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1 1/2" = 1'-0"
B-A5.31
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

ARCHITECTURAL DETAILS - STAIRS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
48" MIN / 60" MAX.

MAX.
4".

TUBE STEEL FRAME
HSS TUBE STEEL 2x2

BALUSTER, WELDED TO HSS
OUTRIGGER / BASEPLATE.

PAINTED FINISH WITH SHOP
PRIMER AND KYNAR FINISH.

STEEL PICKETS

STEEL RAILING PICKETS, WELDED TO
STEEL BOTTOM FRAME. PAINTED FINISH
WITH SHOP PRIMER AND KYNAR FINISH.

STEEL PLATE BOTTOM + TOP RAIL
PROVIDE 1/2" x 2" METAL PLATE BOTTOM RAIL,
WELDED TO HSS BALUSTER. PAINTED FINISH
WITH SHOP PRIMER AND KYNAR FINISH.
1B
B-A5.32
1D
B-A5.32

TUBE STEEL FRAME
HSS TUBE STEEL 2x2 BALUSTER, WELDED TO HSS
OUTRIGGER / BASEPLATE. PAINTED FINISH WITH
SHOP PRIMER AND KYNAR FINISH.
48" MIN / 60" MAX.

STEEL PICKETS

STEEL RAILING PICKETS, WELDED TO
STEEL BOTTOM FRAME. PAINTED FINISH
WITH SHOP PRIMER AND KYNAR FINISH.

STEEL PLATE BOTTOM RAIL
PROVIDE 1/2" x 2" METAL PLATE BOTTOM RAIL,
WELDED TO HSS BALUSTER. PAINTED FINISH
WITH SHOP PRIMER AND KYNAR FINISH.

METAL PICKETS, WELDED TO TOP

AND BOTTOM RAILS
(SEE STRUCTURAL DRAWINGS)
12"
H
E
GI H
T
S
H
ALL B
E
M
E
A
S
U
R
E
D
F
R
O
M
E
D
G
E
O
F
W
ALK
WA
Y
4 2"
5 4"

HOLLOW METAL TUBE AND

PICKET RAILING ASSEMBLY
(SEE STRUCTURAL DRAWINGS)

METAL PLATE BOTTOM RAIL
(SEE STRUCTURAL DRAWINGS)

METAL PLATE TOP RAIL
(SEE STRUCTURAL DRAWINGS)
GENERAL NOTE:

ALL EXPOSED METAL MEMBERS

TO BE PAINTED W/ STRUCTURAL
STEEL SHOP PRIMER. SEE A6.31

RIPPED PLYWOOD SHEATHING,

SLOPED TO DRAINAGE PER PLAN

ELASTOMERIC DECK

COATING, SLOPED TO EDGE

FOR DRAINAGE PER PLAN

HOLLOW METAL TUBE AND PICKET

RAILING ASSEMBLY
(SEE STRUCTURAL DRAWINGS)

FLOOR JOIST W/ HANGERS
(SEE STRUCTURAL DRAWINGS)

WOOD BEAM / FLOOR JOIST
(SEE STRUCTURAL DRAWINGS)

MEP SYSTEMS / SPACE

CONCEAL ALL MEP SYSTEMS WITHIN
DROP CEILING ASSEMBLY. SEE

MECHANICAL DRAWINGS FOR MORE

INFORMATION

STUCCO FURRED OUT CEILING
PROVIDE 7/8" CEMENT PLASTER OVER
METAL LATH, OVER PLYWOOD SHEATHING.

METAL STUCCO REGLET
W/ 1" DRIP EDGE

BUILDING EXTERIOR /

BALCONY INTERIOR
R-38 BATT INSULATION
CLR. S
P
A
C
E
9 1 2/ "

METAL PLATE W/ BOLT CONNECTIONS TO WOOD STUD FLOOR
JOIST. SEE STRUCTURAL DRAWINGS. PROVIDE CUT-OUT IN
PLYWOOD SHEATHING TO ALLOW INSTALLATION OF PLATE.

PLATE AND BOLTS SHALL BE CONCEALED BY STUCCO

STUCCO FINISH
PROVIDE 7/8" CEMENT PLASTER OVER METAL LATH,
OVER 2 LAYERS OF "TYPE D" BUILDING PAPER.

CONCEALED PLATE CONNECTION

FLOOR JOIST W/ HANGERS
(SEE STRUCTURAL DRAWINGS)

CASING BEAD TERMINATION

PROVIDE CASING BEAD AT TERMINATION OF
STUCCO FINISH. PROVIDE JOINT SEALANT

BETWEEN CASING BEAD AND ADJACENT MATERIAL

METAL L-ANGLE EDGE PLATE
1/2" MAX.
48" MIN / 60" MAX.

MAX.
4".
2A
B-A5.32
2D
B-A5.32

STUCCO FASCIA

EXTEND STUCCO LAYER AND

WEATHER BARRIER OVER EXPOSED
EDGE CONCRETE PODIUM. TERMINATE
AT BOTTOM OF METAL L-ANGLE.

METAL DRIP EDGE
PROVIDE CONTINUOUS 2x6x1/2" METAL L-ANGLE
TERMINATION FOR CONCRETE TOPPING SLAB.

EXTEND L-ANGLE 2" BEYOND CONCRETE PODIUM

TO PROVIDE DRIP EDGE FOR WATERSHEDDING
2B
B-A5.32

TUBE STEEL FRAME
HSS TUBE STEEL 2x2 BALUSTER, WELDED TO HSS
OUTRIGGER / BASEPLATE. PAINTED FINISH WITH
SHOP PRIMER AND KYNAR FINISH.
48" MIN / 60" MAX.

STEEL PICKETS

STEEL RAILING PICKETS, WELDED TO
STEEL BOTTOM FRAME. PAINTED FINISH
WITH SHOP PRIMER AND KYNAR FINISH.

STEEL PLATE BOTTOM RAIL
PROVIDE 1/2" x 2" METAL PLATE BOTTOM RAIL,
WELDED TO HSS BALUSTER. PAINTED FINISH
WITH SHOP PRIMER AND KYNAR FINISH.

GENERAL NOTE:

ALL EXPOSED METAL MEMBERS TO

BE PAINTED W/ STRUCTURAL
STEEL SHOP PRIMER. SEE H-A6.31

MEP SYSTEMS / SPACE

CONCEAL ALL MEP SYSTEMS WITHIN DROP
CEILING ASSEMBLY. SEE MECHANICAL

DRAWINGS FOR MORE INFORMATION

STUCCO FURRED OUT CEILING
PROVIDE 7/8" CEMENT PLASTER OVER 1/2" GYPSUM
WALL BOARD. PROVIDE LIGHT GAGE METAL STUD

FRAMING TO SUPPORT SUSPENDED CEILING

WATERPROOFING MEMBRANE
H
E
GI H
T
S
H
ALL B
E
M
E
A
S
U
R
E
D
F
R
O
M
E
D
G
E
O
F
W
ALK
WA
Y
4 2" A.F.F. M
NI .

PROVIDE FLUID APPLIED WATERPROOFING

THROUGHOUT ENTIRE DEPRESSED
CONCRETE SLAB. EXTEND WATERPROOFING

MEMBRANE OVER BASEPLATE AND BOLT

CONNECTIONS FOR RAILING HSS POST

BASEPLATE BEYOND

PROVIDE FLUID APPLIED WATERPROOFING

THROUGHOUT ENTIRE DEPRESSED CONCRETE
SLAB. EXTEND WATERPROOFING MEMBRANE
OVER METAL L-ANGLE END PIECE.

CORRIDOR INTERIOR

STUCCO TERMINATION DETAIL

PROVIDE JOINT SEALANT AND BACKER ROD AT GAP

BETWEEN CASING BEAD STUCCO TERMINATION

STUCCO FASCIA

EXTEND STUCCO LAYER AND WEATHER BARRIER
OVER EXPOSED EDGE CONCRETE PODIUM.

TERMINATE AT BOTTOM OF METAL L-ANGLE.

STUCCO REGLET
PROVIDE 1" STUCCO REGLET PER 13/H-A5.51

CONCRETE PODIUM
3-HOUR CONCRETE PODIUM. SEE

STRUCTURAL DRAWINGS FOR REBAR

AND CONCRETE MIX DESIGN

METAL DRIP EDGE
PROVIDE CONTINUOUS 2x6x1/2" METAL L-ANGLE TERMINATION FOR CONCRETE TOPPING SLAB. EXTEND L-ANGLE 2" BEYOND CONCRETE

PODIUM TO PROVIDE DRIP EDGE FOR WATERSHEDDING

COLD JOINT DETAIL

PROVIDE JOINT SEALANT, BACKER ROD, AND

CONTINUOUS NEOPRENE WATER STOP AT

JOINT BETWEEN CONCRETE TOPPING SLAB

AND METAL L-ANGLE END PIECE

CORRIDOR EXTERIOR

PROVIDE VERTICAL METAL PICKET BALUSTERS
SPACED @ 4" O.C., WELDED TO TOP AND BOTTOM

RAILS (STRUCTURAL DESIGN TO BE DESIGN BUILD

ITEM HANDLED BY THE GENERAL CONTRACTOR)

VERTICAL METAL PICKETS
PROVIDE VERTICAL HSS 2x2 POSTS SPACED @ 4" O.C.
(STRUCTURAL DESIGN TO BE DESIGN BUILD ITEM

HANDLED BY THE GENERAL CONTRACTOR)

VERTICAL HSS METAL POST

STUCCO FASCIA
PROVIDE VERTICAL FASTA CONSISTING OF 7/8" CEMENT PLASTER OVER 1/2" GYPSUM WALL BOARD. PROVIDE LIGHT GAGE METAL

STUD FRAMING TO SUPPORT SUSPENDED CEILING
3-1/2" SOLACHROME TOPPING SLAB, SLOPED @ 2%
FOR DRAINAGE. SEE PLUMBING PLANS FOR DRAIN
LOCATIONS, SEE H-A6.31 FOR FINISH INFORMATION.

WATERPROOFING PER DETAIL 2/H-A5.52.

EXTERIOR TOPPING SLAB

METAL BOTTOM RAIL
PROVIDE HORIZONTAL METAL PLATE 1x2x1/2"

BOTTOM RAIL, WELDED TO HSS STEEL POSTS
(STRUCTURAL DESIGN TO BE DESIGN BUILD ITEM

HANDLED BY THE GENERAL CONTRACTOR)

METAL TOP RAIL
PROVIDE HORIZONTAL METAL PLATE 1x2x1/2"

TOP RAIL, WELDED TO HSS STEEL POSTS
(STRUCTURAL DESIGN TO BE DESIGN BUILD

ITEM HANDLED BY THE GENERAL CONTRACTOR)

TUBE STEEL FRAME
HSS TUBE STEEL 2x2

BALUSTER, WELDED TO HSS
OUTRIGGER / BASEPLATE.

PAINTED FINISH WITH SHOP
PRIMER AND KYNAR FINISH.
48" MIN / 60" MAX.

STEEL PLATE BOTTOM RAIL
PROVIDE 1/2" x 2" METAL PLATE

BOTTOM RAIL, WELDED TO HSS
BALUSTER. PAINTED FINISH WITH
SHOP PRIMER AND KYNAR FINISH.

STRUCTURAL BASEPLATE FOR HSS

POST SHALL BE CONCEALED WITHIN
TOPPING SLAB. SEE SECTION DETAIL

ABOVE FOR MORE INFORMATION

CONCEALED BASEPLATE

METAL DRIP EDGE
PROVIDE CONTINUOUS 2x6x1/2" METAL L-ANGLE TERMINATION FOR CONCRETE TOPPING SLAB. EXTEND L-ANGLE 2" BEYOND CONCRETE

PODIUM TO PROVIDE DRIP EDGE FOR WATERSHEDDING
3-1/2" SOLACHROME TOPPING SLAB, SLOPED @ 2%
FOR DRAINAGE. SEE PLUMBING PLANS FOR DRAIN
LOCATIONS, SEE H-A6.31 FOR FINISH INFORMATION.

WATERPROOFING PER DETAIL 2/H-A5.52.

EXTERIOR TOPPING SLAB 2D
B-A5.32
5 1 2/ "

BASEPLATE CONNECTION
PROVIDE 1/2" THICK METAL BASEPLATE

CONNECTION ONTO SIDE OF CONCERETE
PODIUM. SEE STRUCTURAL DRAWINGS FOR

MORE INFORMATION ON MEMBER SIZES

STRUCTURAL ANCHORAGE

DOWEL EMBED INTO CONCRETE
PODIUM. SEE STRUCTURAL
DRAWINGS FOR MORE INFORMATION.

STUCCO TERMINATION DETAIL

PROVIDE JOINT SEALANT AND BACKER ROD AT GAP BETWEEN
CASING BEAD STUCCO TERMINATION. BENEATH CASING BEAD
PROVIDE CONTINUOUS NEOPRENE WATERSTOP.

TUBE STEEL FRAME
HSS TUBE STEEL 2x2 BALUSTER, WELDED TO HSS
OUTRIGGER / BASEPLATE. PAINTED FINISH WITH
SHOP PRIMER AND KYNAR FINISH.

STUCCO FASCIA
EXTEND BOTH STUCCO LAYER AND "TYPE-X"

GYPSUM WALL BOARD LAYER OVER TOP OF
CONCRETE PODIUM. TERMINATE AT EDGE OF

BASEPLATE / HSS OUTRIGGER CONNECTION
1 1/2" = 1'-0"
1C
METAL PICKET GUARDRAIL (TYPE 1) - ELEVATION
1 1/2" = 1'-0"
1A
METAL PICKET GUARDRAIL (TYPE 1) - PLAN DETAIL 1
1 1/2" = 1'-0"
1D
METAL PICKET GUARDRAIL (TYPE 1) - SECTION
1 1/2" = 1'-0"
2C METAL PICKET GUARDRAIL (TYPE 2) - ELEVATION
1 1/2" = 1'-0"
2A METAL PICKET GUARDRAIL (TYPE 2) - PLAN DETAIL 1
1 1/2" = 1'-0"
2D METAL PICKET GUARDRAIL (TYPE 2) - SECTION DET.
1 1/2" = 1'-0"
2B METAL PICKET GUARDRAIL (TYPE 2) - PLAN DETAIL 2
1 1/2" = 1'-0"
1B
METAL PICKET GUARDRAIL (TYPE 1) - PLAN DETAIL 2
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
1 1/2" = 1'-0"
B-A5.32
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

ARCHITECTURAL DETAILS - RAILINGS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
KNEE AND TOE CLEARANCE 3/4"

CABINET DEPTH
23"
22"
1" 1/2"
1 1/2" PULL
3/4" DOOR

FINISHED DRYWALL
24" CLR. MAX.

SINK APRON
E.O. BACKSPLASH TO E.O. PULL GENERAL NOTE:

FOR DEMONSTRATION OF

COMPLIANCE WITH KNEE AND TOE
CLEARANCES PER 2022 CBC 11B, SEE
2/B-G4.50. THIS DETAIL IS INTENDED

FOR CABINETRY SUBCONTRACTOR

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING AT BASE OF PANTRY
CABINET. ENTIRE ASSEMBLY SHALL BE REMOVABLE

WALL ASSEMBLY
SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AND NAILING AS REQUIRED

PLUMBING LINES

PLUMBING PIPING AND GARBAGE DISPOSAL

SHALL BE CONCEALED WITHIN SINK APRON

FLOATING SHELF
SEE 2/H-A5.41 FOR

MORE INFORMATION

ELECTRICAL HOUSING

HOUSING FOR ELECTRICAL OUTLET TO
BE CONCEALED WITHIN G.W.B. FURRED
WALL. SHOWN FOR REFERENCE ONLY

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AND NAILING AS REQUIRED

SINK BASIN

DOUBLE BOWL TOP MOUNT

SINK W/ OFFSET REAR DRAIN
(6" MAX SINK BOWL DEPTH)

WALL ASSEMBLY
SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS

DOOR PULL

METAL CABINET PULL PER

PROJECT SPECIFICATIONS

CABINETRY DOOR

CABINETRY DOOR PER PROJECT PLAN
AND SPECIFICATIONS. BASE CABINETRY

AT UNIT SINK SHALL BE REMOVABLE

FINISH FLOOR

FINISH FLOOR SHALL EXTEND TO
FINISH DRYWALL. CABINETRY TO

BE INSTALLED OVER FLOOR

PROVIDE PARTICLE BOARD SINK

APRON BASED ON KNEE AND TOE

CLEARANCE REQUIREMENTS

COUNTERTOP

PROVIDE SOLID SURFACE COUNTERTOP W/
INTEGRAL 8" BACKSPLASH. GENERAL

CONTRACTOR SHALL CUT ROUGH

OPENINGS FOR OUTLETS INTO BACKSPLASH
FAUCET

PROVIDE FAUCET AND CONTROLS
PER PROJECT SPECIFICATIONS. USE
SHALL NOT EXCEED 5 LBS FORCE

MIN. KNEE SPACE
19" 3/4"

CABINET DEPTH
23"
22"
1" 1/2"
1 1/2" PULL
3/4" DOOR

FINISHED DRYWALL
24" CLR. MAX.

FIXED CABINETRY PANEL
1/2"
E.O. BACKSPLASH TO E.O. PULL

CABINETRY DRAWER

PROVIDE PULL-OUT CABINETRY DOOR
PER PROJECT SPECIFICATIONS.

USE SHALL NOT EXCEED 5 LBS FORCE

ELECTRICAL HOUSING

HOUSING FOR ELECTRICAL OUTLET TO
BE CONCEALED WITHIN G.W.B. FURRED
WALL. SHOWN FOR REFERENCE ONLY

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AND NAILING AS REQUIRED

WALL ASSEMBLY
SEE A5.21 FOR WALL

ASSEMBLY MATERIALS

WALL ASSEMBLY
SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS

FLOATING SHELF
SEE 2/A5.41 FOR

MORE INFORMATION

DOOR PULL

METAL CABINET PULL PER

PROJECT SPECIFICATIONS

CABINETRY DOOR

CABINETRY DOOR PER PROJECT

PLAN AND SPECIFICATIONS

DOOR PULL

METAL CABINET PULL PER

PROJECT SPECIFICATIONS

DOOR PULL

METAL CABINET PULL PER

PROJECT SPECIFICATIONS

CABINETRY DOOR

CABINETRY DOOR PER PROJECT

PLAN AND SPECIFICATIONS

CABINETRY DOOR

CABINETRY DOOR PER PROJECT

PLAN AND SPECIFICATIONS

FINISH FLOOR

FINISH FLOOR SHALL EXTEND TO
FINISH DRYWALL. CABINETRY TO

BE INSTALLED OVER FLOOR

ELECTRICAL OUTLET
OUTLET / SWITCH PER PLAN. LOCATE
OUTLETS 2" ABOVE SURFACE OF COUNTERTOP

COUNTERTOP

PROVIDE SOLID SURFACE
COUNTERTOP W/ INTEGRAL 8"
BACKSPLASH. GENERAL CONTRACTOR

SHALL CUT ROUGH OPENINGS FOR

OUTLETS INTO BACKSPLASH

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AT BASE OF PANTRY CABINET
1"
3/4" DOOR
15"
16"

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AND NAILING AS REQUIRED

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AND NAILING AS REQUIRED

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AND NAILING AS REQUIRED

WALL ASSEMBLY
SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS

WALL ASSEMBLY
SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AT BASE OF PANTRY CABINET

FILLER / SPACER

PROVIDE FIBROUS SPACER AS
REQUIRED. GENERAL

CONTRACTOR TO COORDINATE

SOFFIT ASSEMBLY
FINISH DRYWALL / SOFFIT. SEE

PLANS FOR SOFFIT LOCATIONS

ADJUSTABLE SHELVING

PROVIDE MDF SHELVING PER

PROJECT SPECIFICATIONS

CABINETRY DOOR

CABINETRY DOOR PER PROJECT

PLAN AND SPECIFICATIONS

CABINETRY FILLER PIECE

CABINETRY FILLER PIECE PER

PROJECT PLAN AND SPECIFICATIONS

BACK PANEL

BACK OF CABINET TO RECEIVE

FINISH LAMINATE PANEL

ADJUSTABLE SHELVING

PROVIDE MDF SHELVING PER

PROJECT SPECIFICATIONS

FIXED SHELVING

PROVIDE MDF SHELVING PER

PROJECT SPECIFICATIONS

DOOR PULL

METAL CABINET PULL PER

PROJECT SPECIFICATIONS

DOOR PULL

METAL CABINET PULL PER

PROJECT SPECIFICATIONS

CABINETRY FILLER PIECE

CABINETRY FILLER PIECE PER

PROJECT PLAN AND SPECIFICATIONS

FIXED SHELVING

PROVIDE MDF SHELVING PER

PROJECT SPECIFICATIONS

CABINETRY DOOR

CABINETRY DOOR PER PROJECT

PLAN AND SPECIFICATIONS

FIXED SHELVING

PROVIDE MDF SHELVING PER

PROJECT SPECIFICATIONS

FIXED SHELVING

PROVIDE MDF SHELVING PER

PROJECT SPECIFICATIONS
15" 1"
16"
3/4" DOOR

DOOR PULL

METAL CABINET PULL PER

PROJECT SPECIFICATIONS

CABINETRY DOOR

CABINETRY DOOR PER PROJECT

PLAN AND SPECIFICATIONS

ADJUSTABLE SHELVING

PROVIDE MDF SHELVING PER

PROJECT SPECIFICATIONS

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AND NAILING AS REQUIRED

WOOD BLOCKING
PROVIDE 2X WOOD BLOCKING

AND NAILING AS REQUIRED

WALL ASSEMBLY
SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS

SOFFIT ASSEMBLY
FINISH DRYWALL / SOFFIT. SEE

PLANS FOR SOFFIT LOCATIONS

CABINETRY FILLER PIECE

CABINETRY FILLER PIECE PER

PROJECT PLAN AND SPECIFICATIONS

BACK PANEL

BACK OF CABINET TO RECEIVE

FINISH LAMINATE PANEL

FILLER / SPACER
PROVIDE FIBROUS SPACER AS REQUIRED.

GENERAL CONTRACTOR TO COORDINATE

WALL ASSEMBLY

UNDERSIDE OF CABINETRY FIXED PANEL

TO RECEIVE FINISH LAMINATE PANEL
12". 1 1/4"
7" 3/4"

STRUCTURAL BLOCKING
BACKING TO BE PROVIDED ALONG LENGTH OF BRACKET.

PROVIDE 2X WOOD STUD BLOCKING AS NEEDED

WALL ASSEMBLY
SEE H-A5.21 FOR WALL ASSEMBLY MATERIALS

METAL FASTENER
PROVIDE FASTENER TO STUD CONNECTION INTO 2X
STRUCTURAL BLOCKING. SEE NOTE ABOVE

SHELF BRACKET
3/4" TALL SHELF BRACKET W/ 7" LONG
ROD, 1/2" DIA WELDED TO BACKPLATE
SHELF
12" DEEP WOODEN SHELVES PER
PROJECT SPECIFICATIONS 1 1/2"

COUNTER DEPTH
24"

ANCHORAGE
2X WOOD BLOCKING W/ METAL FASTENERS
AS REQUIRED FOR CORBEL SUPPORTS.

GENERAL CONTRACTOR TO COORDINATE

ELECTRICAL HOUSING

HOUSING FOR ELECTRICAL OUTLET TO
BE CONCEALED WITHIN G.W.B. FURRED
WALL. SHOWN FOR REFERENCE ONLY

WALL ASSEMBLY
SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS

COUNTERTOP

SOLID SURFACE COUNTERTOP PER
PROJECT SPECIFICATIONS.

ARCHITECT / OWNER TO SELECT FINAL

COLORS DURING SUBMITTAL REVIEW

ELECTRICAL OUTLET
ELEC. OUTLET / SWITCH PER PLAN.

LOCATE OUTLETS 2" ABOVE

SURFACE OF COUNTERTOP
CORBEL

PROVIDE METAL CORBEL SUPPORT W/ INTEGRAL
BLACK FINISH. PROVIDE EVERY 4'-0" O.C.

SUBSTRATE
PROVIDE 3/4" PLYWOOD BACKING PIECE

BENEATH COUNTERTOP SURFACE
6" O.C., TYP.

GENERAL NOTE:

BACKING MUST BE PROVIDED DURING FRAMING,

ALONG THE LENGTH OF THE BRACKET

SHELF BRACKET
3/4" TALL SHELF BRACKET W/ 7" LONG
ROD, 1/2" DIA WELDED TO BACKPLATE

METAL FASTENER

PROVIDE FASTENER TO STUD CONNECTION INTO
2X STRUCTURAL BLOCKING. SEE NOTE ABOVE 3/4"

COUNTER DEPTH
24"

ANCHORAGE
2X WOOD BLOCKING W/ METAL FASTENERS
AS REQUIRED FOR CORBEL SUPPORTS.

GENERAL CONTRACTOR TO COORDINATE

WALL ASSEMBLY
SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS
SHELF

MDF SHELF PER PROJECT SPECIFICATIONS
W/ PAINTED FINISH. SEE FINISH SCHEDULE

FOR MORE INFORMATION
CORBEL

PROVIDE METAL CORBEL SUPPORT W/ INTEGRAL
BLACK FINISH. PROVIDE EVERY 4'-0" O.C.

CONCRETE SLAB ON-GRADE

SEE STRUCTURAL DRAWINGS FOR

REBAR SIZE AND CONCRETE MIX DESIGN

STRUCTURAL ANCHORAGE
ENSURE EMBEDMENT DOES NOT EXCEED 4" TO

PROTECT SLAB ON-GRADE VAPOR BARRIER

USPS MAILBOX UNIT
SALSBURY CLUSTER BOX UNIT WITH 16 DOORS AND
2 PARCEL LOCKERS IN WHITE WITH USPS ACCESS –
TYPE III. ARCHITECT TO SELECT FINAL COLOR

STRUCTURAL ANCHORAGE

PROVIDE SELF SEALING MEMBRANE

BENEATH WHERE ANCHORAGE OCCURS
1 1/2" = 1'-0"
1A
BASE CABINET @ KITCHEN / VANITY - SECT. DETAIL
1 1/2" = 1'-0"
1B
BASE CABINET @ KITCHEN COUNT. - SECT.DETAIL
1 1/2" = 1'-0"
3B PANTRY CABINET @ KITCHEN - SECTION DETAIL 1
1 1/2" = 1'-0"
3A UPPER CABINET @ KITCHEN - SECTION DETAIL 1
6" = 1'-0"
2A

FLOATING SHELF - SECTION DETAIL
1 1/2" = 1'-0" 4 FLOATING COUNTER @ INTERIOR WALL - DETAIL 6" = 1'-0"
2B

FLOATING SHELF - BRACKET ELEVATION
1 1/2" = 1'-0" 5 MDF SHELF @ INTERIOR WALL - SECTION DETAIL 1 3" = 1'-0" 6 USPS MAILBOX - MOUNTING DETAIL
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A5.41 -
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

ARCHITECTURAL DETAILS - INTERIOR
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

WOOD STUD FRAMING (PER STRUCTURAL)
R-21 BATT INSULATION

OUTLET BOXES SHALL HAVE EXCESS OPENING FILLED WITH
APPROVED SEALANT. SEAL BACK AND SIDES OF BOX W/ 1/8" OF RESILIENT SEALANT. SEE ELECTRICAL DRAWINGS FOR LOCATIONS 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD EA. SIDE TYPICAL (2 LAYERS EA. SIDE AT 2HR. AREA SEPARATION WALLS).

GENERAL NOTE:
2 4" MIN.

WOOD STUD FRAMING
(PER STRUCTURAL)

1. 2.

OUTLETS FOR TELEPHONE, T.V., ELECT., ETC., SHALL BE IN
APPROVED STEEL BOXES NOT EXCEEDING AN AREA OF 16
SQ. IN. FOR ANY 100 SQ.. FT. OF WALL AREA. SEE 4304 (e) UBC

OPENINGS IN OPPOSITE SIDES OF WALL SHALL BE IN

SEPARATE STUD SPACES & ATTACHED TO SEPARATE STUDS

PLYWOOD SHEATHING
(PER STRUCTURAL)
1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD WRAP AT ALL ELECTRICAL BOXES / OUTLETS (ALTERNATE: WRAP IN 1-HOUR RATED 3M FIRE PUTTY)

EXTERIOR LIGHTING FIXTURE

SEE ELECTRICAL PLANS FOR FIXTURE
INFORMATION. PROVIDE JOINT

SEALANT AT GAPS BETWEEN ROUGH

OPENING AND FIXTURE HOUSING

CONCRETE BLOCK-OUT

PROVIDE CONCRETE BLOCK-OUT TO RECEIVE
LIGHTING HOUSING. GENERAL CONTRACTOR TO

COORDINATE SIZE WITH LIGHTING MANUFACTURER

BUILDING INTERIOR

BUILDING EXTERIOR

FILLER MATERIAL

PROVIDE FIBROUS SHIM AT GAPS

BETWEEN LIGHTING HOUSING AND

EXTERIOR CONCRETE WALL BLOCK-OUT
SEE H-A5.21 FOR WALL ASSEMBLY MATERIALS
CONCRETE EXTERIOR WALL (2-HOUR)

LIGHTING CONDUIT

CONDUIT FOR LIGHTING FIXTURE SHALL
BE EMBEDDED WITHIN EXTERIOR WALL.

SEE ELECTRICAL / LIGHTING PLANS.

STUCCO TERMINATION DETAIL

PROVIDE JOINT SEALANT AND BACKER

ROD AT GAP BETWEEN LIGHTING
HOUSING AND CONCRETE OPENING.

PROVIDE CONTINUOUS NEOPRENE

WATERSTOP ON TOP OF SHIM

EXTERIOR LIGHTING FIXTURE

SEE ELECTRICAL PLANS FOR FIXTURE
INFORMATION. PROVIDE JOINT

SEALANT AT GAPS BETWEEN ROUGH

OPENING AND FIXTURE HOUSING

FIRE TREATED BLOCKING

PROVIDE NON-STRUCTURAL FIRE
TREATED WOOD 4X BLOCKING BETWEEN

JOISTS AT EXTERIOR WALL CONDITIONS

BUILDING INTERIOR

BUILDING EXTERIOR
2-HOUR G.W.B WRAP
PROVIDE 2-LAYERS OF "TYPE-X" GYPSUM
WALLBOARD OVER ENTIRE "BLOCK-OUT"

WHERE LIGHTING HOUSING WILL SIT
SEE H-A5.21 FOR WALL ASSEMBLY MATERIALS
WOOD STUD EXTERIOR WALL (2-HOUR)

LIGHTING CONDUIT

CONDUIT FOR LIGHTING FIXTURE SHALL
BE EMBEDDED WITHIN EXTERIOR WALL.

SEE ELECTRICAL / LIGHTING PLANS.

STUCCO TERMINATION DETAIL

PROVIDE JOINT SEALANT AND

BACKER ROD AT GAP BETWEEN

CASING BEAD STUCCO TERMINATION

SURFACE MOUNTED LIGHTING FIXTURE

SEE ELECTRICAL PLANS FOR FIXTURE
INFORMATION. PROVIDE JOINT SEALANT AT GAPS

BETWEEN ROUGH OPENING AND FIXTURE HOUSING

CONDUITS

CONDUITS FEEDING HOUSING

TO BE CONCEALED WITHIN

RATED CEILING ASSEMBLY

FLOOR ASSEMBLY

RATED FLOOR ASSEMBLY PER
PLANS. SEE 1/H-A5.22

CAULKING

PROVIDE FIRE CAULKING AT

PENETRATION WHERE J-BOX OCCURS

DROP CEILING ASSEMBLY RECESSED LIGHTING FIXTURE
5/8" GYPSUM WALL BOARD OVER

METAL HAT CHANNEL / LIGHT
GAUGE FRAMED SOFFIT.

SEE ELECTRICAL PLANS FOR FIXTURE
INFORMATION. PROVIDE JOINT

SEALANT AT GAPS BETWEEN ROUGH

OPENING AND FIXTURE HOUSING

FLOOR ASSEMBLY

RATED FLOOR ASSEMBLY
PER PLANS. SEE 1/H-A5.22

CONDUITS

CONDUITS FEEDING HOUSING

TO BE CONCEALED WITHIN

RATED CEILING ASSEMBLY

RUBBER WALL GUARD
DW-WALL200-10 RUBBER WALL GUARD, SURFACE
MOUNTED TO CONCRETE OR METAL STUD WALL.

ARCHITECT TO SELECT FINAL COLOR

METAL FASTENER

REFER TO PLANS FOR WALL TYPES WHICH DETERMINE
ANCHORAGE METHOD. REFER TO MANUFACTURER

RECOMMENDATIONS FOR MORE INFORMATION

INTERIOR WALL PER PLAN

SEE PLANS FOR WALL MATERIALS TO
DETERMINE MOUNTING REQUIREMENTS.
4 1/2"
9"
3' - 0" A.F.F.

DOME CAP

PROVIDE WELDED DOME STEEL CAP (UNLESS

NOTED OTHERWISE BY CITY STANDARD PLAN)

STEEL BOLLARD
PROVIDE 36" 9"x9"x1/2" METAL BASEPLATE

W/ PAINTED FINISH (UNLESS NOTED

OTHERWISE BY CITY STANDARD PLAN)

CONCRETE GROUT INFILL

FILL INTERIOR VOID WITH CONCRETE
(UNLESS NOTED OTHERWISE BY CITY STANDARD PLAN)

STRUCTURAL ANCHORAGE

PROVIDE STRUCTURAL ANCHORAGE (SIMPSON

SET XP EXPOXY OR APPROVED EQUAL, UNLESS

NOTED OTHERWISE BY CITY STANDARD PLAN)

WALL PER PLAN

VERTICAL PLUMBING RISER
(SEE PLUMBING DRAWINGS)

METAL CANE RAIL INSTALLED

WHEN PIPING CREATES

PROTRUDING CONDITION

METAL FASTENER
GENERAL NOTE:

SEE PLUMBING DRAWINGS FOR

MORE INFORMATION ON PIPE
SIZES. USE THIS INFORMATION

TO DETERMINE THE OVERALL

SIZE OF THE CANE RAIL

ATTACHMENT CLIP PER

PLUMBING DRAWINGS
5/8" GYPSUM WALL BOARD ENCASEMENT OVER

METAL HAT CHANNEL / LIGHT GAUGE FRAMED SOFFIT
PROVIDE 1/2" WEEP HOLE

W/ DISCHARGE TO

EXTERIOR OF ROOM

ATTACHMENT CLIP PER

PLUMBING DRAWINGS

ELECTRICAL ROOM INTERIOR

PROVIDE SHEET METAL PAN ABOVE

HAT CHANNELS TO CATCH WATER

THAT DRIPS FROM PIPES ABOVE

METAL FASTENER

HORIZONTAL PLUMBING LINE
(SEE PLUMBING DRAWINGS)
1 1/4" DIAMETER PIPE GATE

FRAM PER MANUFACTURER
PER MFR.
4 1/4" PER PLAN
PER MFR.
4 3/4"
32" A.F.F.

HANDRAIL PROFILE

PER STAIR DETAIL

HSS MOUTING PLATES

ANCHORED TO WALL
(BACKING PER

STRUCTURAL DETAIL)

HANDRAIL PER PLAN
1 1/4" DIAMETER PIPE GATE

FRAM PER MANUFACTURER

PER PLAN
2x6 WOOD STUD

WALL PER PLAN
5/8" TYPE-X GYPSUM

WALL BOARD

UNIT ELECTRICAL PANEL

RECESSED WITHIN STUD

FRAMED WALL
2x6 STUD BLOCKING

VERTICAL CONDUIT FEEDERS TO

RUN BEHIND PANEL IN VOID SPACE
5/8" TYPE-X GYPSUM WALL BOARD

PLYWOOD SHEATHING

PER STRUCTURAL

WOOD JOIST PER STRUCTURAL,

FASTENED TO WOOD STUD

NAILER USING JOIST HANGER
5/8" "TYPE-X" GYPSUM WALL BOARD
OVER 1/2" RESILIENT CHANNEL
WRAP BEAM IN 2-LAYERS OF 5/8"
"TYPE-X" GYPSUM WALL BOARD TO
ACHIEVE 1-HOUR ASSEMBLY

WOOD BEAM PER

STRUCTURAL DRAWINGS
1/2" RESILIENT CHANNEL
R-38 BATT INSULATION
5/8" TYPE-X GYPSUM

WALL BOARD
1-1/2" LIGHTWEIGHT

CONCRETE
1 1/2" = 1'-0"
11 ELECTRICAL PANEL @ INT. WALL - DETAIL
1 1/2" = 1'-0"
10 DROP CEILING @ ELECTRICAL ROOMS - DET.
1 1/2" = 1'-0"
8 EGRESS SWING GATE @ STAIR - ELEVATION
1 1/2" = 1'-0"
9 EGRESS SWING GATE @ STAIR - PLAN
3" = 1'-0"
2 RUBBER WALL GUARD - SECTION DETAIL
1 1/2" = 1'-0"
13 CAIN RAIL @ EXPOSED PLUMBING LINE - DET.
1 1/2" = 1'-0"
3 ELECTRICAL BOXES @ RATED WALL
1 1/2" = 1'-0"
1 STEEL BOLLARDS - SECTION DETAIL (TYP.)
1 1/2" = 1'-0"
4 INT. PUCK LIGHT (NON-RATED) - DETAIL
1 1/2" = 1'-0"
5 INT. REC. LIGHT (NON-RATED) - DETAIL
1 1/2" = 1'-0"
6 EXT. LIGHT @ WD. STUD WALL - DETAIL
1 1/2" = 1'-0"
7 EXT. LIGHT @ CONCRETE WALL - DETAIL
1 1/2" = 1'-0"
12 WOOD BEAM @ 1-HOUR WD. FLOOR ASSEMBLY
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A5.42
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

ARCHITECTURAL DETAILS - INTERIOR
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

CONCRETE PODIUM
(PER STRUCTURAL)
60 MIL UNCURED NEOPRENE SHEET -

EMBEDDED INTO AND COVERED WITH

WATERPROOFING MEMBRANE
GENERAL NOTES:

1. 2.

PEDESTRIAN FLUID APPLIED

WATERPROOFING MEMBRANE TO BE

PLACED OVER ENTIRE DEPRESSED

CONCRETE SLAB SURFACE

IMMEDIATELY PRIOR TO WATERPROOFING INSTALLATION AT DRAINS, REMOVE PAINT FROM DRAIN BODY TO BARE METAL AT AREAS TO RECEIVE WATERPROOFING.

AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION.
2 STAGE DRAIN ASSEMBLY

PROTECTION MATERIAL

TOPPING SLAB SLOPED TO

DRAINAGE PER PLAN

PROVIDE FIRE CAULKING AT

ALL PENETRATIONS IN RATED

CONCRETE PODIUM

PLUMBING PIPING
(SEE PLUMBING DRAWINGS)

CAST IRON DRAIN INSERT
60 MIL UNCURED NEOPRENE SHEET -

EMBEDDED INTO AND COVERED

WITH WATERPROOFING MEMBRANE
GENERAL NOTES:

1. 2.

FLOOR ASSEMBLY PER PLAN. SEE
A5.01 FOR MORE INFORMATION
90 MIL POLYESTER FABRIC

REINFORCED FLUID APPLIED

WATERPROOFING MEMBRANE

IMMEDIATELY PRIOR TO WATERPROOFING INSTALLATION AT DRAINS, REMOVE PAINT FROM DRAIN BODY TO BARE METAL AT AREAS TO RECEIVE WATERPROOFING.

AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION.
2 STAGE DRAIN ASSEMBLY

PROTECTION MATERIAL

ELASTOMERIC DECK COATING

SLOPED TO DRAIN PER PLAN

FIBROUS CANT / FILLER

MATERIAL W/ BLOCKING

AS REQUIRED

FIRE CAULKING AT ALL RATED FLOOR

PENETRATIONS AS REQUIRED

PLUMBING PIPING
(SEE PLUMBING DRAWINGS)
GENERAL NOTES:

1. 2.

FLOOR ASSEMBLY PER PLAN. SEE
A5.21 FOR MORE INFORMATION

FLOOR PER FINISH SCHEDULE

IMMEDIATELY PRIOR TO WATERPROOFING INSTALLATION AT DRAINS, REMOVE PAINT FROM DRAIN BODY TO BARE METAL AT AREAS TO RECEIVE WATERPROOFING.

AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION.
1-1/2" THICK LIGHTWEIGHT 2 STAGE DRAIN ASSEMBLY

CONCRETE TOPPING SLAB

OVER ACOUSTIMAT SUBSTRATE

FIBROUS CANT / FILLER

MATERIAL W/ BLOCKING

AS REQUIRED

FIRE CAULKING AT ALL RATED FLOOR

PENETRATIONS AS REQUIRED

PLUMBING PIPING
(SEE PLUMBING DRAWINGS)

CONCRETE PODIUM
(PER STRUCTURAL)
GENERAL NOTES:

1. 2.

IMMEDIATELY PRIOR TO WATERPROOFING INSTALLATION AT DRAINS, REMOVE PAINT FROM DRAIN BODY TO BARE METAL AT AREAS TO RECEIVE WATERPROOFING.

AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION.

PROVIDE FIRE CAULKING AT

ALL PENETRATIONS IN RATED

CONCRETE PODIUM

PLUMBING PIPING
(SEE PLUMBING DRAWINGS)

CAST IRON DRAIN INSERT
1 STAGE DRAIN ASSEMBLY

FLOOR FINISH PER SCHEDULE

FIRE-RATED FLOOR

ASSEMBLY PER PLAN

EXTERIOR WALL

ASSEMBLY PER PLAN

BUILDING INTERIOR

ROOF EXTERIOR

PARAPET WALL

ASSEMBLY PER PLAN

ROOF CANT /
KICKER2% S
LO
P
E

METAL DOOR FRAME
(SEE A6.11 DETAILS)

METAL PLATE CANOPY
1/4" THICK PLATE METAL AWNING, SHOP

WELDED AND PAINTED W/ STRUCTURAL
SHOP PRIMER. SLOPE AWAY FROM

BUILDING FOR WATER SHEDDING

METAL PLATE SUPPORT FIN
1/4" THICK PLATE METAL SUPPORT FIN, SHOP WELDED AND
PAINTED W/ STRUCTURAL SHOP PRIMER. PROVIDE THREE

TOTAL (ONE AT EACH END AND ONE IN THE MIDDLE)

STRUCTURAL CONNECTION
PROVIDE BOLTED CONNECTION PER STRUCTURAL DRAWINGS. ALL

EXPOSED FASTENERS SHALL BE GALVANIZED W/ PAINTED FINISH MATCHING ADJACENT METAL PLATE. PROVIDE SELF-SEALING WATERPROOFING

MEMBRANE BENEATH METAL PLATE WHERE CONNECTIONS OCCUR

BUILDING EXTERIOR

STRUCTURAL JOIST FRAMING / HEADER
(SEE STRUCTURAL DRAWINGS) J-METAL WEEP SCREED

PROVIDE PAINTED / INTEGRAL FINISH THAT MATCHES ADJACENT STUCCO COLOR. SEE A6.31 FOR MORE INFORMATION. ENSURE

THAT BOTTOM OF CANOPY IS ALIGNED WITH WEEP SCREED
GENERAL NOTE:

ALL EXPOSED METAL MEMBERS TO BE PAINTED
W/ STRUCTURAL STEEL SHOP PRIMER. SEE

FINISH SCHEDULE FOR MORE INFORMATION

STRUCTURAL FRAMING
(SEE STRUCTURAL DRAWINGS)

PIPE VENT TO ROOF
(SEE PLUMBING DRAWINGS)

PIPE FLASHING PER

MANUFACTURER RECOMMENDATIONS
3" 3" 4"

TPO ROOFING
GENERAL NOTE:

DUE TO VARIATIONS IN SINGLE PLY ROOF MANUFACTURER REQUIREMENTS, AND IN ORDER TO

MAINTAIN REQUIRED ROOF WARRANTY, PROVIDE COMPLETE ROOF FLASHING AND MEMBRANE INSTALLATION AS RECOMMENDED BY MANUFACTURER. SEE PROJECT SPECIFICATIONS FOR PERFORMANCE INFORMATION.
60MIL MIN. FIRESTONE ULTRAPLY WHITE

OR EQUAL CLASS 'A' SINGLE PLY COOL
ROOF OVER 1/4" DENS DECK PRIME

SHEATHING INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.

RIPPED PLYWOOD

SHEATHING, SLOPED TO

DRAINAGE PER PLAN
FLOOR ASSEMBLY PER PLAN. SEE H-A5.21 FOR MORE INFORMATION

WOOD BLOCKING AS REQUIRED

FIRE CAULKING AT ALL RATED FLOOR

PENETRATIONS AS REQUIRED PLUMBING PIPING (SEE PLUMBING DRAWINGS)

CAST IRON

DRAIN INSERT
GENERAL NOTES:

1. 2.

IMMEDIATELY PRIOR TO WATERPROOFING INSTALLATION AT DRAINS, REMOVE PAINT FROM DRAIN BODY TO BARE METAL AT AREAS TO RECEIVE WATERPROOFING.

AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION.

PROVIDE FIRE CAULKING AT ALL

PENETRATIONS IN RATED CONCRETE PODIUM

PLUMBING PIPING
(SEE PLUMBING DRAWINGS)

CONCRETE PODIUM
(SEE STRUCTURAL DRAWINGS)

GEOTEXTILE FABRIC WRAP WITH GRAVEL

POCKET AROUND PERFORATED DRAIN PIPE

PLANTER SOIL (SEE LANDSCAPE PLANS)
60 MIL UNCURED NEOPRENE SHEET -

EMBEDDED INTO AND COVERED WITH

WATERPROOFING MEMBRANE

PEDESTRIAN FLUID APPLIED WATERPROOFING

MEMBRANE TO BE PLACED OVER ENTIRE

DEPRESSED CONCRETE SLAB SURFACE

PEDESTRIAN FLUID APPLIED

WATERPROOFING MEMBRANE TO BE
PLACED OVER PLANTER TOPPING SLAB 1-1/2" THICK LIGHTWEIGHT CONCRETE TOPPING

SLAB, SLOPED TO DRAINAGE PER PLAN

PERFORATED PVC DRAINAGE PIPE

PVC TRANSITION PIECE

DRAINAGE CAP (SEE PLUMBING PLANS)

SELF ADHERING SEALANT AROUND

AND THROUGH PERIMETER OF

SCUPPER PENETRATION

SELF ADHERING SEALANT AROUND

AND THROUGH PERIMETER OF

SCUPPER PENETRATION J-SHAPED METAL AROUND

PERIMETER OF SCUPPER

SELF ADHERING SEALANT AROUND

PERIMETER OF J-SHAPED METAL

JOINT SEALANT & BACKER ROD

SELF ADHERING SEALANT AROUND AND THROUGH

PERIMETER OF SCUPPER PENETRATION

J SHAPED METAL

SELF ADHEARING SEALANT

SELF ADHEARING SEALANT

SCUPPER FLANGE

ELASTOMERIC DECK COATING OVER

CEMENTITIOUS UNDERLAYMENT

PLYWOOD SHEATHING
7/8" PORTLAND CEMENT PLASTER

SCUPPER
"L" SHAPED METAL AROUND

PERIMETER OF SCUPPER

SELF ADHERING SEALANT AROUND
PERIMETER OF "L" SHAPED METAL

JOINT SEALANT & BACKER ROD
GENERAL NOTE:

PROVIDE SELF ADHERING SEALANT AROUND AND THROUGH PERIMETER OF SCUPPER PENETRATION. PROVIDE ON BOTH THE TOP AND BOTTOM OF SCUPPER PENETRATION

SELF ADHERING SEALANT

J-METAL WEEP SCREED

METAL SCUPPER
(SEE PLUMBING DRAWINGS)

WOOD STUD BLOCKING

ROOF DRAIN

OVERFLOW PIPING
(SEE PLUMBING)

FLOORING PER

FINISH SCHEDULE

BASE PER FINISH SCHEDULE
SEE DETAILS PROVIDED ON A5.01 FOR MORE INFORMATION
ON TYPICAL WOOD FRAMED FLOOR ASSEMBLY. SEE

STRUCTURAL DRAWINGS FOR ALL FRAMING INFORMATION

EXTERIOR WALL PER PLAN

BUILDING EXTERIOR BUILDING INTERIOR

ELASTOMERIC DECK

COATING, SLOPED TO EDGE

FOR DRAINAGE PER PLAN

TPO ROOFING
60MIL MIN. FIRESTONE ULTRAPLY WHITE OR

EQUAL CLASS 'A' SINGLE PLY COOL ROOF OVER
1/4" DENS DECK PRIME SHEATHING INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS.

ROOF ASSEMBLY PER PLAN BUILDING

INTERIOR

WOOD JOIST FRAMING
(SEE STRUCTURAL)
2 %
S
LO
P
E
2 %
S
LO
P
E

WOOD JOIST BLOCKING
(SEE STRUCTURAL)

ANCHORAGE PER TIE-BACK

MANUFACTURER REQUIREMENTS

FILL CAVITY BENEATH ANCHOR

WITH MINERAL FIBER INSULATION

ROOF TIE-BACK ANCHOR

PROVIDE ROOF TIE-BACK ANCHOR (HARDIE OR APPROVED

EQUAL) INSTALLED PER EBM PLAN SHEETS AND ROOF
PLANS. GENERAL CONTRACTOR SHALL COORDINATE WITH

DETAILS PROVIDED IN THE STRUCTURAL PLANS

TPO BOOT

PROVIDE TPO BOOT LAPPING OVER TPO ROOF ASSEMBLY
WHERE PENETRATIONS OCCUR. ENSURE THAT JOINTS

BETWEEN THE BOOT AND TPO ROOF ARE SEALED AND

SOLDERED PER ROOFING MANUFACTURER RECOMMENDATIONS

PROVIDE JOINT SEALANT OVER

NEOPRENE TAPE WATERSTOP AT JOINT

ANCHORAGE HOOK

SUNKEN METAL

DRAIN PAN
OVERFLOW DRAIN W/ GALV.

CAST IRON DOME STRAINER
ROOF DRAIN W/ GALV. CAST

IRON DOME STRAINER

TPO ROOFING
60MIL MIN. FIRESTONE ULTRAPLY WHITE

OR EQUAL CLASS 'A' SINGLE PLY COOL
ROOF OVER 1/4" DENS DECK PRIME

SHEATHING INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.

RIPPED PLYWOOD SHEATHING,

SLOPED TO DRAINAGE PER PLAN

ROOF DRAIN LINE
(SEE PLUMBING DRAWINGS)

ROOF ASSEMBLY

PER PLAN
2' - 0"

TPO ROOFING BEYOND
2X WOOD BLOCKING

ROOF OVERFLOW
DRAIN LINE. SEE

PLUMBING DRAWINGS

PROVIDE FIRE

CAULKING AT PIPE

PENETRATIONS

CONCRETE PODIUM
(PER STRUCTURAL)
GENERAL NOTES:

1. 2.

3. PEDESTRIAN FLUID APPLIED

WATERPROOFING MEMBRANE TO BE

PLACED OVER ENTIRE DEPRESSED

CONCRETE SLAB SURFACE

IMMEDIATELY PRIOR TO WATERPROOFING INSTALLATION AT DRAINS, REMOVE PAINT FROM DRAIN BODY TO BARE METAL AT AREAS TO RECEIVE WATERPROOFING.

AFTER PAINT REMOVAL PRIME AND COAT BARE METAL IMMEDIATELY AND PRIOR TO ANY RUST FORMATION.

TRENCH DRAIN GRATE OPENINGS SHALL NOT ALLOW PASSAGE OF SPHERE GREATED THAN 1/2" DIAMETER. ELONGATED OPENINGS SHALL BE PLACED WITH THE LONG DIMENSION PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.
2 STAGE DRAIN ASSEMBLY

PROTECTION MATERIAL

TOPPING SLAB SLOPED TO

DRAINAGE PER PLAN

PROVIDE FIRE CAULKING AT ALL

PENETRATIONS IN RATED CONCRETE PODIUM PLUMBING PIPING
(SEE PLUMBING DRAWINGS)

CAST IRON DRAIN INSERT
60 MIL UNCURED NEOPRENE SHEET - EMBEDDED

INTO AND COVERED WITH WATERPROOFING

MEMBRANE
1 1/2" = 1'-0"
1A
AREA DRAIN @ EXT. CONC. TOPPING SLAB
1 1/2" = 1'-0"
1C
AREA DRAIN @ EXT. WD. FLR. ASSEMBLY
1 1/2" = 1'-0"
1D
AREA DRAIN @ INT. WD. FLR. ASSEMBLY
1 1/2" = 1'-0"
1B
AREA DRAIN @ INTERIOR CONC. SLAB
1 1/2" = 1'-0"
9 PLATE MTL. AWNING @ UNIT ENTRY - DETAIL
1 1/2" = 1'-0"
7 PIPE PENETRATION @ ROOF - DETAIL (TYP.)
1 1/2" = 1'-0"
2 PLANTER DRAIN @ EXT. PLANTER - DETAIL 1
3" = 1'-0"
5 SCUPPER PENETRATION @ EXT. WALL - DET 2
3" = 1'-0"
4 SCUPPER PENETRATION @ EXT. WALL - DET 1
1 1/2" = 1'-0"
8 TIE-BACK ANCHOR @ ROOF ASSEMBLY - DET.
1 1/2" = 1'-0"
6 ROOF DRAIN AND OVERFLOW - SECTION (TYP.)
1 1/2" = 1'-0"
3 TRENCH DRAIN @ EXT. CONC. TOPPING SLAB
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A5.51
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

ARCHITECTURAL DETAILS - EXTERIOR
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
2"
4"
4" 4"
4"
4"

PEDESTRIAN FLUID APPLIED

WATERPROOFING SYSTEM

J-METAL STUCCO WEEP SCREED

LATH & STUCCO WALL

SELF ADHERING MEMBRANE
(LOOSE AT LOWER EDGE)

PROVIDE PROPER LATH PAPER

OVERLAPS AT TRANSITION

FLASHING FLANGE
PREFABRICATED 26 GA. G.I.

TRANSITION PIECE - WITH

FULLY SOLDERED JOINTS
1x STUCCO KEY
GENERAL NOTES:

THIS DETAIL SHOULD ONLY PROVIDE A GENERAL REPRESENTATION OF THE ACTUAL CONDITION. THE

CONTRACTOR MUST SUBMIT SHOP DRAWINGS OF EACH DIFFERENT CONDITION FOR APPROVAL PRIOR TO INSTALLATION.

REFER TO EDGE FLASHING AT WALL DETAILS FOR ADDITIONAL FLASHING NOTES.

REFER TO FLASHING AT VERTICAL WALL FOR "L" FLASHING METHODS.

REFER TO TYPICAL SYSTEM FOR OTHER WATERPROOFING SYSTEM COMPONENTS.

FABRIC (WEBBING)

REINFORCEMENT

SET INTO & COVERED OVER WITH

FLUID APPLIED WATERPROOFING

RING SHANK NAIL

STUCCO WALL COVERING

1. 2.

3. 4.

WALL ASSEMBLY PER WALL
DETAILS (SEE H-A5.21)
40 MIL. SELF ADHERING MEMBRANE

SHEET METAL FLASHING W/ DRIP EDGE
4"
4"
4"

EXTERIOR PARAPET

WALL PER PLAN

STUCCO CASING BEAD

WOOD BLOCKING

MECHANICAL FASTENER

W/ NEOPRENE WASHER
SPACED @ 24" O.C. (TYP.)

SHEET METAL SPRING CLIP
4 1 2/ "
4"

TPO ROOFING SHALL WRAP
OVER TOP OF DOUBLE 2x6 STUD

BUILDING EXTERIOR

ROOF EXTERIOR
DOUBLE 2x6 WOOD STUD

FRAMING (PER STRUCTURAL)
22 GA SHEET METAL CAP W/

PAINTED OR INTEGRAL

FINISH MATCHING COLOR OF

ADJACENT STUCCO

FLOORING PER

FINISH SCHEDULE

ELASTOMERIC DECK

COATING, SLOPED TO EDGE

FOR DRAINAGE PER PLAN

BASE PER FINISH SCHEDULE

J-METAL WEEP SCREED

PEDESTRIAN FLUID APPLIED WATERPROOFING MEMBRANE

TO BE PLACED OVER ENTIRE RIPPED SHEATHING SURFACE

FABRIC (WEBBING) REINFORCEMENT SET INTO &

COVERED OVER WITH FLUID APPLIED WATERPROOFING

L-METAL FLASHING SET

INTO BED OF SEALANT
SEE DETAILS PROVIDED ON A5.01 FOR MORE INFORMATION
ON TYPICAL WOOD FRAMED FLOOR ASSEMBLY. SEE

STRUCTURAL DRAWINGS FOR ALL FRAMING INFORMATION

EXTERIOR WALL PER PLAN

BUILDING EXTERIOR BUILDING INTERIOR

FLOORING PER

FINISH SCHEDULE

CONCRETE PODIUM
(PER STRUCTURAL)

BASE PER FINISH SCHEDULE

EXTERIOR WALL PER PLAN

J-METAL WEEP SCREED

TOPPING SLAB
STAINLESS STEEL "L"

METAL FLASHING SET

INTO BED OF SEALANT

FABRIC OVER FLANGES, NAILS AND JOINTS

EMBED & COVER FABRIC WITH FLUID

APPLIED WATERPROOFING SYSTEM

STAINLESS STEEL 'L' FLASHING

FASTENERS AND STRIPPING
MIN. 1/2"
1 -1/2"
MAX 6" O.C.,

STAGGERED & PROVIDE

FLUSH EDGE OF METAL
4" MIN.

MIN. 1"
1" MIN.

FABRIC OVER

FLANGES, NAILS

AND JOINTS

BUILDING EXTERIOR BUILDING INTERIOR

PEDESTRIAN FLUID APPLIED WATERPROOFING MEMBRANE TO BE PLACED OVER ENTIRE DEPRESSED CONCRETE SLAB SURFACE. WATERPROOFING SHALL BE NON- COMBUSTIBLE (PER CBC 1402.5) . USE TUFDEK [ICC-ES ESR# 3262] OR APPROVED EQUAL

FABRIC (WEBBING) REINFORCEMENT SET INTO &

COVERED OVER WITH FLUID APPLIED WATERPROOFING

CONCRETE PODIUM
(SEE STRUCTURAL DRAWINGS)
3-1/2" THICK LIGHTWEIGHT CONCRETE

TOPPING SLAB (SOLACHROME OR

APPROVED EQUAL), SLOPED TO DRAINAGE
PER PLAN. PROVIDE 1.4 x 1.4, 6x6 WELDED

WIRE MESH FOR REINFORCEMENT

JOINT SEALANT AND

BACKER ROD AT GAP
7/8" CEMENT PLASTER

OVER METAL LATH

J-METAL WEEP SCREED

FLASHING PRODUCT
3" TYVEK TAPE
2 LAYERS OF "TYPE D" BUILDING PAPER
24 GA. SHEET
METAL

FLASHING SET

INTO SEALANT

TAPE SYSTEM
SLOPE
6" MIN.
2" MIN. 4" MIN.
4"
MIN
.
2ND STRIPE COAT

REINFORCING TAPE
1ST STRIPE COAT

BASE COAT

WEAR COURSE

TOP COAT

FINISH COAT
2% MIN.

CONTINUOUS BEAD

OF SEALANT

METAL FLASHING LAP JOINT

PLYWOOD DECK
3"

INSULATION CRICKET
SLOPE

SPOT WELD AND FULLY SOLDER

ALL SEAMS AND CORNERS
S
L
O
P
E

ROOF EQUIPMENT
1/4" THICK NEOPRENE OR

APPROVED SMOOTH RUBBER PAD

SET IN SEALANT

WRAP TPO OVER TOP OF

FRAMED MECHANICAL

PLATFORM
DOUBLE LAYER OF 1/2"

PLYWOOD SHEATHING
2x WOOD
FRAMING @16" O.C.
8" MIN.
2x WOOD STUD FRAMING
22 GA. G.I. FLASHING PAN W/

FLAT LOCK SOLDERED SEAM

BASE FLASHING
FASTENERS AT 6" O.C.
4" FIBER CANT STRIP

TPO ROOFING

METAL FLASHING COATED W/ ROOF MEMBRANE
MATERIAL (EG: TPO) PER MANUFACTURER
GENERAL NOTE:

DUE TO VARIATIONS IN SINGLE PLY ROOF MANUFACTURER REQUIREMENTS, AND IN ORDER TO MAINTAIN

REQUIRED ROOF WARRANTY, PROVIDE COMPLETE ROOF FLASHING AND MEMBRANE INSTALLATION AS RECOMMENDED BY MANUFACTURER. SEE PROJECT SPECIFICATIONS FOR PERFORMANCE INFORMATION.

ROOF EQUIPMENT PER

MECHANICAL DRAWINGS
1/4" DENS

DECK PRIME

RIPPED / SLOPED PLYWOOD SHEATHING
60MIL MIN. FIRESTONE ULTRAPLY WHITE OR EQUAL CLASS 'A' SINGLE PLY COOL ROOF OVER 1/4" DENS DECK PRIME SHEATHING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

GENERAL NOTE:

CONTRACTOR TO COORDINATE

EQUIPMENT PAT HEIGHTS AND

CONSTRUCTION W/ BUILT UP
ROOFING FRAMING. 8" MIN. MUST

BE MAINTAINED FROM ADJACENT

ROOF SURFACE
PROVIDE R-19 INSULATION

WITHIN FRAMING VOIDS OF

EQUIPMENT PADS AS

REQUIRED BY LAFD

SEALANT APPLICATION

ALONG ENTIRE PERIMETER
22 GA. G.I. TRANSITION PIECES FABRICATED TO CONFORM TO
SPECIFIC CONDITION. PIECES SHALL BE LOCATED UNDER WALL
FINISH AT A DEPTH TO BE FULLY CONCEALED, TYP.
4"
4"
4"
4"
22 GA. G.I. METAL BUTT PLATE

SET INTO A CONTINUOUS BEAD

OF SEALANT OVER BOTH

SIDES OF JOINT -

MECHANICALLY FASTEN INSIDE

FACE BETWEEN CAP FLASHING

SECTIONS

CONTINUOUS BEAD

OF SEALANT ON BOTH

SIDES UNDERNEATH

COVER PLATE

SOLDER CORNER OF BUTT PLATE
METAL COPING, TYP.
22 GA. G.I. METAL

BUTT PLATE -

MECHANICALLY

FASTEN INSIDE FACE

SECTIONS
(2) ROWS OF

CONTINUOUS BEAD OF

SEALANT ON BOTH

SIDES UNDERNEATH

COVER PLATE
4"
4"
4"
12" MIN. 12" MIN.
6"
1/8"
-
1/4"
GAP IN

COPING SECTION
MIN.

MIN.

MIN.

MIN. MIN.

MIN.

MIN.

MIN.

GENERAL NOTE:

ALL MECHANICAL FASTENERS SHALL HAVE INTREGAL NEOPRENE WALSHERS

ALL JOINTS FULLY SOLDERED

JOINT SEALANT AND BACKER ROD AT

GAP BETWEEN TOPPING SLAB POURS LIGHTWEIGHT CONCRETE TOPPING

SLAB (SLOPED TO DRAINAGE PER PLAN) WATERPROOFING PER PLAN

EXTERIOR STRIP LIGHTING FIXTURE

CEILING ASSEMBLY
7/8" CEMENT PLASTER OVER METAL LATH
W/ 2 LAYERS OF "TYPE D" BUILDING PAPER

RECESSED EXTERIOR STRIP LIGHTING FIXTURE PER
ELECTIRCAL DRAWINGS. PROVIDE CASING / HOUSING THE

HAS INTEGRAL COLOR MATCHING ADJACENT STUCCO

METAL ENCASING
BENT 22 GA SHEET METAL ENCASING FOR

LIGHT FIXTURE PROVIDE INTEGRAL

COLOR TO MATCH ADJACENT STUCCO

FLOOR ASSEMBLY
1-HOUR EXTERIOR WALKWAY
FLOOR ASSEMBLY (SEE 1/H-A5.22)

PLUMBING RISER / DOWNSPOUT

EXTERIOR WALL

ASSEMBLY PER PLAN

EXTERIOR WALL

ASSEMBLY PER PLAN

BUILDING INTERIOR

PROVIDE PAINTED FINISH W/ COLOR MATCHED TO
ADJACENT STUCCO MATERIAL (SEE H-A6.31 FOR MORE
INFORMATION). ALSO SEE PLUMBING DRAWINGS

BUILDING EXTERIOR

DUCTWORK WHERE OCCURRING
(SEE MECHANICAL PLANS)

WOOD STUD FRAMING (SEE STRUCTURAL DRAWINGS)
JOINT SEALANT @ GAP

PROVIDE JOINT SEALANT AND BACKER ROD AT GAP
BETWEEN LOUVER FRAME AND THE ROUGH OPENING.

PROVIDE 5/8"FIBROUS SHIM AS A SETTING ON TOP AND
BOTTOM. TYPICAL BOTH SIDES AS DRAWN

BENT SHEET METAL
DRIP GUARD (1" MIN.)

EXTRUDED ALUMINUM LOUVER

PROVIDE PAINTED FINISH TO MATCH ADJACENT
STUCCO COLOR. SEE MECHANICAL PLANS FOR

LOUVER SIZES AND ADDITIONAL INFORMATION
DRIP EDGE (1" EXT. MIN.)
DRIP EDGE (1" EXT. MIN.)

PLUMBING RISER / DOWNSPOUT

EXTERIOR WALL

ASSEMBLY PER PLAN

EXTERIOR WALL

ASSEMBLY PER PLAN

BUILDING INTERIOR

PROVIDE PAINTED FINISH W/ COLOR MATCHED TO
ADJACENT STUCCO MATERIAL (SEE A6.31 FOR MORE
INFORMATION). ALSO SEE PLUMBING DRAWINGS

BUILDING EXTERIOR

DUCTWORK WHERE OCCURRING
(SEE MECHANICAL PLANS)

WOOD STUD FRAMING (SEE STRUCTURAL DRAWINGS)
JOINT SEALANT @ GAP

PROVIDE JOINT SEALANT AND BACKER ROD AT GAP
BETWEEN LOUVER FRAME AND THE ROUGH OPENING.

PROVIDE 5/8"FIBROUS SHIM AS A SETTING ON TOP AND
BOTTOM. TYPICAL BOTH SIDES AS DRAWN

BENT SHEET METAL
DRIP GUARD (1" MIN.)

EXTRUDED ALUMINUM LOUVER

PROVIDE PAINTED FINISH TO MATCH ADJACENT
STUCCO COLOR. SEE MECHANICAL PLANS FOR

LOUVER SIZES AND ADDITIONAL INFORMATION
DRIP EDGE (1" EXT. MIN.)
DRIP EDGE (1" EXT. MIN.)
12" ALUMINUM CAST LETTERS
(BAHNSCHRIFT OR APPROVED EQUAL)

STUCCO ASSEMBLY
7/8" CEMENT PLASTER OVER METAL LATH
W/ 2 LAYERS OF "TYPE D" BUILDING PAPER

STUCCO ASSEMBLY
7/8" CEMENT PLASTER OVER METAL LATH
W/ 2 LAYERS OF "TYPE D" BUILDING PAPER

CONTROL JOINT
3/8" VINYL CONTROL JOINT W/ INTEGRAL

COLOR TO MATCH ADJACENT COLOR

STUCCO ASSEMBLY
7/8" CEMENT PLASTER OVER METAL LATH
W/ 2 LAYERS OF "TYPE D" BUILDING PAPER

STUCCO ASSEMBLY
7/8" CEMENT PLASTER OVER METAL LATH
W/ 2 LAYERS OF "TYPE D" BUILDING PAPER
1" DRIP EDGE

STUCCO REGLET

EXTRUDED VINYL REGLET W/ INTEGRAL

COLOR TO MATCH ADJACENT COLOR
1 1/2" = 1'-0"
8A EXT. MTL. LOUVER @ WD. STUD WALL
1 1/2" = 1'-0"
8B EXT. MTL. LOUVER @ CONCRETE WALL
3" = 1'-0"
11 STUCCO CONTROL JOINT - DETAIL 1
3" = 1'-0"
10 STUCCO METAL REGLET - DETAIL 1
3" = 1'-0"
9 CONC. CONTROL JOINT - DETAIL 1
3" = 1'-0"
12 EXT. CORRIDOR LIGHT - DETAIL 1
3" = 1'-0"
13 EXT. SIGNAGE (ADDRESS) - DETAIL 1
1 1/2" = 1'-0"
1 EDGE TO WALL CONNECTION - AXON
3" = 1'-0"
4 MTL. COPING @ PARAPET WALL - SECTION
3" = 1'-0"
3 EXT. WD. STUD WALL @ EXT. WOOD DECK
3" = 1'-0"
2 EXT. WD. STUD WALL @ CONC. DECK
3" = 1'-0"
5 ELASTOMERIC DECK COATING AXONOMETRIC DET.
3" = 1'-0"
6 EQUIPMENT PAD / ROOF PLATFORM - AXON DETAIL
1 1/2" = 1'-0"
7 METAL ROOF COPING @ PARAPET - AXON DETAILS
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A5.52
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

ARCHITECTURAL DETAILS - EXTERIOR
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

PLYWOOD SHEATHING (PER

STRUCTURAL)

CONTINUOUS EXTRUDED

ALUMINUM FRAME

GALVANIZED STEEL FLANGE

SHOP ATTACHED TO BARRIER

FLOOR JOIST (PER STRUCTURAL)

METAL FASTENER

METAL SCREW

POLYETHYLENE VAPOR BARRIER

RIPPED PLYWOOD SHEATHING,

SLOPED TO DRAINAGE PER PLAN

PLYWOOD SHEATHING OR

STRUCTO-LATH PLASTER

SUBSTRATE

METAL STUD FRAMING W/

METAL SCREW CONNECTION

TO WOOD JOIST FRAMING

MEP & FIRE SPRINKLER ELEMENTS

TO RECEIVE SEISMIC SLEEVES TO

ACCOUNT FOR SEISMIC DRIFT

CONTINUOUS EXTRUDED ALUMINUM COVER PLATE ADAPTER

PER MANUFACTURER RECCOMENDATIONS

FORMED ALUMINUM COVER PLATE

CONTINUOUS MOISTURE SEAL
5/16-18 X 3 1/2" PHILLIPS ROUND HEAD, WITH SEALING WASHER AND PVC SPACER 18" O.C. PER MANUFACTURER
RECCOMENDATIONS. PAINT FASTERS PER FINISH SCHEDULE SEE MANUFACTURER RECCOMENDATIONS FOR INSTALLATION AND ATTACHMENT. COVER PLATE TO BE PAINTED PER FINISH SCHEDULE

COVER PLATE ADAPTER

METAL FASTENER

PROVIDE PER MANUFACTURER
RECCOMENDATIONS.

SPRING STEEL TURNBAR
PROVIDE 14 1/8" SPRING STEELTURN BAR 18"o.c.
(12F003017) PER MANUFACTURER RECCOMENDATIONS.
7/8" PORTLAND CEMENT PLASTER OVER
5/8" DENSGLASS SHEATHING

STUCCO FASCIA
5/16-18 X 3 1/2" PHILLIPS FLAT HEAD SCREW W/ PVC SPACER 18" O.C. PER MANUFACTURER RECCOMENDATIONS. PAINT FASTERS PER FINISH SCHEDULE

METAL FASTENER

EXTRUDED ALUMINUM COVER PLATE
PROVIDE EXTRUDED ALUMINUM 3/16" CENTER PLATE
PER MANFUCATRUER RECCOMENDATIONS. ENSURE
COVER PLATE DOES NOT EXCEED 1/2" LEVEL CHANGE

FROM ADJACENT SURFACE

SPRING STEEL TURNBAR
PROVIDE 14 1/8" SPRING STEELTURN BAR 18"o.c.
(12F003017) PER MANUFACTURER RECCOMENDATIONS.

PROVIDE 9" MFX-8F 1-HR FIRE BARRIER
(12M301021) UL #FF-D-2009 &

POLYETHYLENE VAPOR BARRIER PER

MANUFACTURER RECCOMENDATIONS
VAPOR / FIRE BARRIER (1-HOUR)

ELASTOMERIC DECK COATING

PROVIDE ELASTOMERIC DECK COATING

OVER SLOPED PLYWOOD SHEATHING OVER

WOOD SLEEPERS

METAL SCREW PER MANUFACTURER STANDARDS,
CONCEALED WITHIN NON-SHRINK GROUT.

DENSGLASS FIRE PRELIM
PROVIDE CONTINIOUS 5/8" DENSGLASS

SHEATHING TO PROTECT FIRE-TREADED

LUMBER ON BOTH SIDES
PROVIDE 9" MFX-8F 1-HR FIRE BARRIER (12M301021)
UL #FF-D-2009 & POLYETHYLENE VAPOR BARRIER

PER MANUFACTURER RECCOMENDATIONS

DENSGLASS FIRE PRELIM

VOID BETWEEN FLOOR JOIST TO BE

OCCUPIED BY MEP ELEMENTS AS NEEDED,
NO INSULATION REQUIRED AS PRELIM G.W.B.

IS PROVIDED FOR 1-HOUR RATING

CONTINUOUS EXTRUDED ALUMINUM COVER PLATE

ADAPTER PER MANUFACTURER RECCOMENDATIONS

FORMED ALUMINUM COVER PLATE

CONTINUOUS MOISTURE SEAL
5/16-18 X 3 1/2" PHILLIPS ROUND HEAD, WITH SEALING
WASHER AND PVC SPACER 18" O.C. PER MANUFACTURER
RECCOMENDATIONS. PAINT FASTERS PER FINISH SCHEDULE

SEE MANUFACTURER RECCOMENDATIONS FOR INSTALLATION AND
ATTACHMENT. COVER PLATE TO BE PAINTED PER FINISH SCHEDULE

COVER PLATE ADAPTER

METAL FASTENER
PROVIDE PER MANUFACTURER RECCOMENDATIONS.

SPRING STEEL TURNBAR
PROVIDE PER MANUFACTURER RECCOMENDATIONS @ 18" O.C.

VAPOR / FIRE BARRIER (1-HOUR)
FIRE TREATED 2X WOOD

FRAMING

PROVIDE STRUCTURAL FIRE TREATED
WOOD 2X STUD FRAMING. SEE

STRUCTURAL DRAWINGS FOR MEMBER

SIZE AND ADDITIONAL INFORMATION
FIRE TREATED 2X WOOD

FRAMING

PROVIDE STRUCTURAL FIRE TREATED
WOOD 2X STUD FRAMING. SEE

STRUCTURAL DRAWINGS FOR MEMBER

SIZE AND ADDITIONAL INFORMATION

MEP VOID SPACE
PROVIDE CONTINIOUS 5/8" DENSGLASS SHEATHING

TO PROTECT FIRE-TREADED LUMBER ON BOTH SIDES
7/8" PORTLAND CEMENT PLASTER
OVER 5/8" DENSGLASS SHEATHING

STUCCO FASCIA

BUILDING EXTERIOR

SHEET METAL COPING

METAL SHALL HAVE INTEGRAL COLOR THAT
MATCHES ADJACENT STUCCO. SEE 4/H-A5.52.

FIRE TREATED LUMBER
PROVIDE FIRE TREATED 2x WOOD STUD

FRAMING AT ALL EXTERIOR STRUCTURAL
WALLS. SEE STRUCTURAL DRAWINGS

FOR MEMBER SIZES

STEEL BEAM

PROVIDE HSS TUBE STEEL BEAM TO RECIEVE
HOISTWAY I-BEAM. GENERAL CONTRACTOR

TO COORDINATE WITH STRUCTURAL

ENGINEER AND ELEVATOR MANUFACTURER

FIRE TREATED BLOCKING

PROVIDE NON-STRUCTURAL FIRE
TREATED WOOD 4X BLOCKING BETWEEN
JOISTS AT EXTERIOR WALL CONDITIONS R-21 BATT INSULATION

PROVIDE FIBERGLASS INSULATION IN ALL

VOIDS BETWEEN FRAMING MEMBERS

PARAPET WALL
SEE H-A5.21 FOR WALL ASSEMBLY MATERIALS R-21 BATT INSULATION

PROVIDE FIBERGLASS INSULATION IN ALL

VOIDS BETWEEN FRAMING MEMBERS
HOISTWAY I-BEAM. GENERAL

CONTRACTOR TO COORDINATE

SIZE OF MEMBER WITH

STRUCTURAL ENGINEER

HOISTWAY BEAM
SEE H-A5.21 FOR WALL ASSEMBLY MATERIALS
WOOD STUD EXTERIOR WALL ASSEMBLY (2-HOUR)

WOOD STUD NAILER
4X NAILER ON TOP AND BOTTOM OF
HSS BEAMS. SEE STRUCTURAL

DRAWINGS FOR MORE INFORMATION

TPO ROOFING OVER RIPPED PLYWOOD

SHEATHING OVER WOOD STUD

SLEEPERS (SLOPED TO DRAINAGE PER
PLAN). ALL CAVITIES GREATER THAN
5-1/2" CLEAR SHALL BE FILLED WITH
R-19 BATT INSULATION

BUILT-UP ROOF ASSEMBLY
ROOF EXTERIOR R-38 BATT INSULATION

PROVIDE FIBERGLASS

INSULATION IN ALL VOIDS

BETWEEN FRAMING MEMBERS

WOOD FRAMED KICKER

SEE STRUCTURAL DRAWINGS FOR

MEMBER SIZE AND INFORMATION

ELEVATOR INTERIOR

STEEL BEAM

PROVIDE HSS TUBE STEEL BEAM TO RECIEVE
HOISTWAY I-BEAM. GENERAL CONTRACTOR

TO COORDINATE WITH STRUCTURAL
ENGINEER AND ELEVATOR MANUFACTURER.

ALL STEEL FRAMING WITHIN ELEVATOR WALLS
TO RECIEVE 1-HOUR INTUMESCENT PAINT. R-21 BATT INSULATION

PROVIDE FIBERGLASS INSULATION IN ALL

VOIDS BETWEEN FRAMING MEMBERS

TPO ROOFING OVER RIPPED PLYWOOD SHEATHING OVER
WOOD STUD SLEEPERS (SLOPED TO DRAINAGE PER PLAN).

ALL CAVITIES GREATER THAN 5-1/2" CLEAR SHALL BE FILLED
WITH R-19 BATT INSULATION

BUILT-UP ROOF ASSEMBLY

FIRE TREATED LUMBER
PROVIDE FIRE TREATED 2x WOOD STUD FRAMING AT
ALL EXTERIOR STRUCTURAL WALLS. SEE

STRUCTURAL DRAWINGS FOR MEMBER SIZES

STEEL BEAM

PROVIDE HSS TUBE STEEL BEAM TO RECIEVE
HOISTWAY I-BEAM. GENERAL CONTRACTOR

TO COORDINATE WITH STRUCTURAL
ENGINEER AND ELEVATOR MANUFACTURER.

ALL STEEL FRAMING WITHIN ELEVATOR WALLS
TO RECIEVE 1-HOUR INTUMESCENT PAINT.

SEE H-A5.21 FOR WALL ASSEMBLY MATERIALS
R-21 BATT INSULATION WOOD STUD EXTERIOR WALL ASSEMBLY (2 -HOUR)

PROVIDE FIBERGLASS INSULATION IN ALL

VOIDS BETWEEN FRAMING MEMBERS

TPO ROOFING OVER RIPPED PLYWOOD SHEATHING

OVER WOOD STUD SLEEPERS (SLOPED TO DRAINAGE
PER PLAN). ALL CAVITIES GREATER THAN 5-1/2" CLEAR
SHALL BE FILLED WITH R-19 BATT INSULATION

BUILT-UP ROOF ASSEMBLY

WOOD STUD NAILER
4X NAILER ON TOP AND BOTTOM OF HSS BEAMS. SEE

STRUCTURAL DRAWINGS FOR MORE INFORMATION

FIRE TREATED BLOCKING

PROVIDE NON-STRUCTURAL FIRE
TREATED WOOD 4X BLOCKING BETWEEN
JOISTS AT EXTERIOR WALL CONDITIONS R-21 BATT INSULATION

PROVIDE FIBERGLASS

INSULATION IN ALL VOIDS

BETWEEN FRAMING MEMBERS

STEEL BEAM
PROVIDE HSS TUBE STEEL BEAM TO RECIEVE HOISTWAY I-BEAM.

GENERAL CONTRACTOR TO COORDINATE WITH STRUCTURAL
ENGINEER AND ELEVATOR MANUFACTURER. ALL STEEL FRAMING
WITHIN ELEVATOR WALLS TO RECIEVE 1-HOUR INTUMESCENT PAINT.

CORRIDOR INTERIOR

ROOF EXTERIOR

METAL LADDER RUNG
PROVIDE 1/2" D.I.A. PIPE METAL LADDER RUNG, WELDED TO METAL PLATE LADDER FRAME. PROVIDE PAINTED FINISH PER FINISH SCHEDULE.

METAL LADDER FRAME
PROVIDE 1/2" X 2" METAL PLATE LADDER FRAME,
WELDED TO J-METAL CLAMPS. PROVIDE
PAINTED FINISH PER FINISH SCHEDULE.

METAL LADDER CLIP
PROVIDE 1/2" x 2" x 8" METAL PLATE
CONNECTION CLIP, BENT INTO A J-SHAPE.

EXTERIOR CONCRETE WALL PER
PLAN. SEE DETAIL H-A5.21 FOR WALL

ASSEMBLY MATERIALS

CONCRETE EXTERIOR WALL

PROVIDE SHOTPIN OR BOLTED

CONNECTION INTO CONCRETE WALL

STRUCTURAL CONNECTION

METAL LADDER RUNG
PROVIDE 1/2" D.I.A. PIPE METAL LADDER RUNG, WELDED TO METAL PLATE LADDER FRAME. PROVIDE PAINTED FINISH PER FINISH SCHEDULE.

METAL LADDER FRAME
PROVIDE 1/2" X 2" METAL PLATE LADDER FRAME,
WELDED TO J-METAL CLAMPS. PROVIDE PAINTED
FINISH PER FINISH SCHEDULE.

METAL LADDER CLIP
PROVIDE 1/2" x 2" x 8" METAL PLATE
CONNECTION CLIP, BENT INTO A J-SHAPE.

EXTERIOR WOOD STUD WALL PER
PLAN. SEE DETAIL H-A5.21 FOR WALL
ASSEMBLY MATERIALS. PROVIDE 4X
BLOCKING TO RECEIVE METAL BOLT.

WOOD STUD EXTERIOR WALL

PROVIDE METAL BOLT CONNECTION
INTO WOOD STUD WALL. PROVIDE SELFSEALING SEALANT BENEATH LADDER

CLIP BEFORE PENETRATION OCCURS

STRUCTURAL CONNECTION
3-1/2" SOLACHROME TOPPING SLAB,
SLOPED @ 2% FOR DRAINAGE. SEE

PLUMBING PLANS FOR DRAIN
LOCATIONS, SEE H-A6.31 FOR FINISH
INFORMATION. WATERPROOFING
PER DETAIL 2/H-A5.52.

EXTERIOR TOPPING SLAB

PODIUM EXTERIOR

CONCRETE PODIUM
(SEE STRUCTURAL DRAWINGS)

PROVIDE FLUID APPLIED

WATERPROOFING THROUGHOUT

ENTIRE DEPRESSED CONCRETE SLAB

WATERPROOFING MEMBRANE

PROVIDE JOINT SEALANT AND BACKER

ROD AT GAP BETWEEN TOPPING SLAB
AND CONCRETE PLANTER WALL.

PROVIDE CONTINUOS NEOPRENE

WATER STOP BENEATH BACKER ROD

COLD JOINT DETAIL

STRUCTURAL CONNECTION INTO

CONCRETE DECK FROM BASEPLATE
(SEE STRUCTURAL DRAWINGS)

PODIUM EXTERIOR

STRUCTURAL BASE PLATE
(SEE STRUCTURAL DRAWINGS)

HSS STEEL COLUMN

SEE STRUCTURAL DRAWINGS FOR
MEMBER SIZE AND THICKNESS. W-F

COLUMN TO BE WELDED TO BASEPLATE

AFTER CONCRETE PODIUM IS CURED, AT
WHICH POINT A 1-HOUR INTUMESCENT

PAINT SHALL BE FURNISHED ACCROSS

ALL EXPOSED SURFACES

STRUCTURAL CONNECTION

INTO CONCRETE DECK FROM

BASEPLATE
(SEE STRUCTURAL DRAWINGS)

PODIUM EXTERIOR

STRUCTURAL BASE PLATE
(SEE STRUCTURAL DRAWINGS)

WRAP WATERPROOFING

MEMBRANE ABOVE BASEPLATE
CONNECTION. SEQUENCE

AFTER W-F COLUMN WELD
OCCURS

W-F STEEL COLUMN

SEE STRUCTURAL DRAWINGS FOR MEMBER
SIZE AND THICKNESS. W-F COLUMN TO BE

WELDED TO BASEPLATE AFTER CONCRETE
PODIUM IS CURED, AT WHICH POINT A 1-HOUR

INTUMESCENT PAINT SHALL BE FURNISHED

ACCROSS ALL EXPOSED SURFACES
3-1/2" SOLACHROME TOPPING SLAB,
SLOPED @ 2% FOR DRAINAGE. SEE

PLUMBING PLANS FOR DRAIN LOCATIONS,
SEE H-A6.31 FOR FINISH INFORMATION.

WATERPROOFING PER DETAIL 2/H-A5.52.

EXTERIOR TOPPING SLAB

PODIUM EXTERIOR

CONCRETE PODIUM
(SEE STRUCTURAL DRAWINGS)

PROVIDE FLUID APPLIED

WATERPROOFING THROUGHOUT

ENTIRE DEPRESSED CONCRETE SLAB

WATERPROOFING MEMBRANE

PROVIDE JOINT SEALANT AND BACKER

ROD AT GAP BETWEEN TOPPING SLAB
AND CONCRETE PLANTER WALL.

PROVIDE CONTINUOS NEOPRENE

WATER STOP BENEATH BACKER ROD

COLD JOINT DETAIL

PLYWOOD SHEATHING

SEE STRUCTURAL DRAWINGS

FOR SIZE AND THICKNESS OF
SHEATHING.

LIGHT GAUGE FRAMING

PROVIDE METAL Z-CHANNELS

AND METAL C-CHANNELS TO

SERVE AS A NAILER FOR

DOUBLE LAYER OF GYPSUM
WALL BOARD.

BEAM ENCASEMENT
PROVIDE DOUBLE LAYER OF "TYPE-X"

GYPSUM WALL BOARD AROUND ENTIRE
BEAM. PROVIDE LIGHT GAUGE METAL STUD
FRAMING AND WELD TO W-F STEEL BEAM.

FIRE CAULKING

PROVIDE FIRE CAULKING AT ALL JOINTS BETWEEN

GYPSUM WALL BOARD AND STEEL COLUMN

CEILING ASSEMBLY
PROVIDE 5/8" "TYPE-X" GYPSUM
WALL BOARD OVER 1/2"
RESILIENT CHANNEL. CEILING

TO BE PAINTED BLACK

FLOORING ASSEMBLY

LIGHTWEIGHT CONCRETE OVER
ACOUSTIMAT UNDERLAYMENT. PROVIDE

FINISH FLOOR PER FINISH SCHEDULE

WOOD JOIST FRAMING

SEE STRUCTURAL DRAWINGS

FOR MEMBER SIZE AND

THICKNESS AND INFORMATION
ON JOIST HANGERS. PROVIDE

FIBERGLASS INSULATION

BETWEEN FRAMING VOIDS W-F STEEL COLUMN

SEE STRUCTURAL DRAWINGS FOR MEMBER SIZE
AND THICKNESS. W-F COLUMN TO BE WELDED
TO W-F STEEL BEAM, AT WHICH POINT A 1-HOUR

INTUMESCENT PAINT SHALL BE FURNISHED
ACROSS ALL EXPOSED SURFACES. EXTEND

INTUMESCENT PAINT ALL THE WAY TO BOTTOM

OF BEAM FLANGE

STUCCO REGLET
PROVIDE 1" STUCCO REGLET PER 13/H-A5.51 SLAT CEILING ASSEMBLY

PROVIDE ALUMINUM LINEAR SLAT CEILING W/

THREADED ROD CONNECTIONS INTO RATED
FLOOR ASSEMBLY ABOVE. ARMSTRONG OR
APPROVED EQUAL SEE 4/H-A5.53.

STRUCTURAL CONNECTION

PROVIDE THREADED ROD

CONNECTION PER

MANUFACTURER
RECOMMENDATIONS. SEE
4/H-A5.53.

R-21 BATT INSULATION

PROVIDE FIBERGLASS INSULATION IN ALL

VOIDS BETWEEN FRAMING MEMBERS
AND W-F COLUMN FLANGES R-21 BATT INSULATION

PROVIDE FIBERGLASS INSULATION IN

ALL VOIDS BETWEEN FRAMING

MEMBERS AND W-F BEAM FLANGES W-F STEEL BEAM

SEE STRUCTURAL DRAWINGS FOR
MEMBER SIZE AND THICKNESS. ENSURE

FIBERGLASS INSULATION IS PROVIDED
IN THE VOIDS BETWEEN FLANGES.

FURNISH WITH 1-HOUR INTUMESCENT

PAINT ACCROSS ENTIRE STEEL BEAM
4X WOOD NAILER

PROVIDE WOOD NAILER WITH EMBED

HOLES FOR CONNECTION TO TOP OF STEEL
BEAM. SEE STRUCTURAL DRAWINGS FOR
MEMBER SIZE AND THICKNESS.

SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS

WOOD STUD EXTERIOR WALL W-F STEEL BEAM

SEE STRUCTURAL DRAWINGS FOR
MEMBER SIZE AND THICKNESS. ENSURE

FIBERGLASS INSULATION IS PROVIDED
IN THE VOIDS BETWEEN FLANGES.

FURNISH WITH 1-HOUR INTUMESCENT

PAINT ACCROSS ENTIRE STEEL BEAM

PLYWOOD SHEATHING

SEE STRUCTURAL

DRAWINGS FOR SIZE AND
THICKNESS OF SHEATHING.

LIGHT GAUGE FRAMING

PROVIDE METAL Z-CHANNELS

AND METAL C-CHANNELS TO

SERVE AS A NAILER FOR DOUBLE
LAYER OF GYPSUM WALL BOARD.

BEAM ENCASEMENT
PROVIDE DOUBLE LAYER OF "TYPEX" GYPSUM WALL BOARD AROUND ENTIRE BEAM. PROVIDE LIGHT

GAUGE METAL STUD FRAMING AND
WELD TO W-F STEEL BEAM.

FIRE CAULKING

PROVIDE FIRE CAULKING AT ALL

JOINTS BETWEEN GYPSUM WALL

BOARD AND STEEL COLUMN

CEILING ASSEMBLY
PROVIDE 5/8" "TYPE-X" GYPSUM
WALL BOARD OVER 1/2"
RESILIENT CHANNEL. CEILING

TO BE PAINTED BLACK

FLOORING ASSEMBLY

LIGHTWEIGHT CONCRETE OVER
ACOUSTIMAT UNDERLAYMENT. PROVIDE

FINISH FLOOR PER FINISH SCHEDULE

WOOD JOIST FRAMING

SEE STRUCTURAL DRAWINGS

FOR MEMBER SIZE AND

THICKNESS AND INFORMATION
ON JOIST HANGERS. PROVIDE

FIBERGLASS INSULATION

BETWEEN FRAMING VOIDS
4X WOOD NAILER

PROVIDE WOOD NAILER WITH EMBED

HOLES FOR CONNECTION TO TOP OF STEEL
BEAM. SEE STRUCTURAL DRAWINGS FOR
MEMBER SIZE AND THICKNESS.

HSS STEEL COLUMN

SEE STRUCTURAL DRAWINGS FOR MEMBER
SIZE AND THICKNESS. HSS COLUMN TO BE

WELDED TO W-F STEEL BEAM, AT WHICH
POINT A 1-HOUR INTUMESCENT PAINT SHALL

BE FURNISHED ACROSS ALL EXPOSED
SURFACES. EXTEND INTUMESCENT PAINT ALL

THE WAY TO BOTTOM OF BEAM FLANGE

STUCCO REGLET
PROVIDE 1" STUCCO
REGLET PER 13/H-A5.51

SLAT CEILING ASSEMBLY

PROVIDE ALUMINUM LINEAR SLAT CEILING W/

THREADED ROD CONNECTIONS INTO RATED
FLOOR ASSEMBLY ABOVE. ARMSTRONG OR
APPROVED EQUAL SEE 4/H-A5.53.

STRUCTURAL CONNECTION

PROVIDE THREADED ROD

CONNECTION PER MANUFACTURER
RECOMMENDATIONS. SEE 4/H-A5.53.

R-21 BATT INSULATION

PROVIDE FIBERGLASS INSULATION IN

ALL VOIDS BETWEEN FRAMING

MEMBERS AND W-F BEAM FLANGES
SEE H-A5.21 FOR WALL

ASSEMBLY MATERIALS
WOOD STUD EXTERIOR WALL R-21 BATT INSULATION

PROVIDE FIBERGLASS INSULATION IN

ALL VOIDS BETWEEN FRAMING

MEMBERS AND W-F BEAM FLANGES

SHAFT INTERIOR
2-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY SIMIALR TO DETAIL 3/H-A5.21

EXTERIOR WALL

ELEVATOR DOOR DASHED IN FOR
CLARITY. REFER TO MANUFACTURER

FOR MORE INFORMATION

ELEVATOR DOOR
FIRE TREATED 2X WOOD STUD FRAMING (SEE

STRUCTURAL DRAWINGS FOR SPACING AND THICKNESS)

WOOD STUD FRAMING
FILL ALL CAVITIES WITH R-21 INSULATION
PER WALL DETAILS. SEE TITLE 24 REPORT

EXTERIOR WALL

METAL ELEVATOR DOOR JAMB COVER

PER MANUFACTURER SPECIFICATIONS

ELEVATOR DOOR JAMB

PROVIDE EXTRUDED ALUMINUM GUIDE

RAILS, FASTENED TO WOOD STUD

STRUCTURE USING METAL ANGLES

AND GALVANIZED METAL SCREWS

SMOKE CURTAIN TRACK

CORRIDOR EXTERIOR
PROVIDE "PUSH ENTER" BUTTON

TO RAISE CURTAIN CONNECTED

TO MODULE AT HEADBOX

PUSH BUTTON

PROVIDE STUCCO CASING BEAD W/ JOINT
SEALANT AND BACKERROD @ GAP BETWEEN
SMOKE CURTAIN TRACK AND CASING BEAD.

STUCCO TERMINATION JOINT
PROVIDE 7/8" PORTLAND CEMENT PLASTER / 2-
LAYERS TYPE-D BUILDING PAPER / 5/8" TYPE-X
DENSGLASS SHEATHING / 2x METAL STUD FRAMING.

ALIGN STUCCO WITH FACE OF SMOKE CURTAIN TRACK

FURRED STUCCO WALL

EXTERIOR (WALKWAY)

EXTERIOR (WALKWAY)

SHAFT INTERIOR

METAL ELEVATOR DOOR JAMB COVER

PER MANUFACTURER SPECIFICATIONS

ELEVATOR DOOR JAMB
FIRE TREATED 2X WOOD STUD FRAMING
(SEE STRUCTURAL DRAWINGS FOR

SPACING AND THICKNESS)

WOOD STUD HEADER
FIRE TREATED 2X WOOD STUD NAILER

TO RECEIVE DOOR HOOD CONNECTION
(PER STRUCTURAL DRAWINGS)

WOOD STUD NAILER
2-HOUR EXTERIOR WOOD STUD WALL
ASSEMBLY PER DETAIL 3/H-A5.21

EXTERIOR WALL
FIRE TREATED 2X WOOD STUD FRAMING
(SEE STRUCTURAL DRAWINGS FOR

SPACING AND THICKNESS)

WOOD STUD FRAMING
FIRE TREATED 2X WOOD

JOIST FRAMING (SEE

STRUCTURAL DRAWINGS FOR

SPACING AND THICKNESS)

WOOD JOIST FRAMING

PROVIDE EXTRUDED ALUMINUM GUIDE RAILS,

FASTENED TO WOOD STUD STRUCTURE USING

METAL ANGLES AND GALVANIZED METAL SCREWS

SMOKE CURTAIN TRACK

HOUSING RETURN AND MOUNTING PLATE PER
MANUFACTURER. FASTEN TO RATED WALL /
STRUCTURE AND PROVIDE 2X WOOD STUD
BLOCK AS NECESSARY. HOUSING DOOR DASHED
IN FOR CLARITY. REFER TO MANUFACTURER.

SMOKE CONTAINMENT HOOD

DROP CEILING ASSEMBLY
ONE LAYER 7/8" PROPRIETARY

PORTLAND CEMENT PLASTER AND
METAL LATH OVER 1/2" EXTERIOR
PLYWOOD / 2-LAYERS TYPE-D BUILDING
PAPER. PROVIDE 1-1/2" METAL STUD
FRAMING TO SUPPORT SOFFIT. ALIGN

STUCCO SURFACE WITH ADJACENT

SMOKE CONTAINMENT HOOD

PRELIM DENSGLASS
PROVIDE 5/8" "TYPE-X" DENSGLASS

SHEATHING AT UNDERSIDE OF WOOD

JOISTS IN EXTERIOR WALKWAY TO
MAINTAIN 1-HOUR FIRE RATING @

CORRIDOR FLOOR ASSEMBLY
WOOD JOIST FLOOR ASSEMBLY (1-HOUR)
5/8" "Type-X" Densglass Sheathing / 2x Wood
Joist Framing / 1/2" Exterior Plywood Sheathing
/ "Class A" Elastomeric Deck Coating.

METAL ELEVATOR DOOR JAMB COVER

PER MANUFACTURER SPECIFICATIONS

ELEVATOR DOOR JAMB

METAL L-ANGLE SUPPORTING METAL
THRESHOLD. REFER TO ELEVATOR

MANUFACTURER RECOMMENDATIONS

METAL L-ANGLE

EXTRUDED METAL THRESHOLD PER

ELEVATOR MANUFACTURER

RECOMMENDATIONS

ELEVATOR THRESHOLD

EXTRUDED METAL DOOR TRACK PER

ELEVATOR MANUFACTURER

RECOMMENDATIONS

ELEVATOR DOOR TRACK
1 1/2" = 1'-0"
5B SMOKE GUARD @ ELEVATOR DOOR - DETAIL 1
3" = 1'-0"
3A SEISMIC SEPARATION @ FLOOR ASSEMBLY - SECTION
3" = 1'-0"
3B SEISMIC SEPARATION @ FLOOR ASSEMBLY - FASCIA
1 1/2" = 1'-0"
2A W-F STEEL COL. @ CONC. PODIUM - DETAIL
1 1/2" = 1'-0"
1A
PIPE STEEL COL. @ CONC. PODIUM - DET.
1 1/2" = 1'-0"
1B
PIPE STEEL COL. @ CONC. CEILING - DET.
1 1/2" = 1'-0"
2B W-F STEEL COL. @ SLAT CEILING - DETAIL
1/2" = 1'-0"
4A ELEVATOR SHAFT & HOISTWAY - DET.
1/2" = 1'-0"
4B ELEVATOR SHAFT & HOISTWAY - DET.
3" = 1'-0"
6A MTL. LADDER @ CONC. WALL - DET.
3" = 1'-0"
6B MTL. LADDER @ WOOD WALL - DET.
1 1/2" = 1'-0"
5A SMOKE CURTAIN @ 2-HOUR WALL - JAMB 1
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A5.53
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

ARCHITECTURAL DETAILS - EXTERIOR
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

BONDED RUBBER BASE
(SEE MANUFACTURER

RECOMMENDATIONS

CONCRETE SLAB ON-GRADE,

STEPPED TO ALLOW INSTALLATION

OF RUBBER MAT SURFACING

EPDM WEARING COARSE
(SEE MANUFACTURER RECOMMENDATIONS

BACKFILL PER GEOTECHNICAL

ENGINEER RECOMMENDATIONS

SUB-GRADE DRAINAGE BOARD TO

ALLOW WATER TO SHED DOWN

SLOPED CONCRETE SURFACE
CONCRETE SLAB ON-GRADE (SEE CIVIL DRAWINGS).

SLAB SHALL BE SLOPED PER ARCHITECTURAL PLANS)

JOINT SEALANT AND BACKER ROD

SUB-GRADE DRAINAGE BOARD TO TERMINATE

AT EDGE OF GRAVEL POCKET, ALLOWING

WATER TO SHED OUT FROM UNDERNEATH

RUBBER PLAY SURFACING
PROVIDE 1/2" (OR LARGER) COARSE

AGGREGATE TO ALLOW WATER SHEDDING

INTO PERFORATED PVC PIPE

GEOTEXTILE FABRIC WRAP

BACKFILL PER GEOTECHNICAL

ENGINEER RECOMMENDATIONS

PERFORATED PVC PIPE, CONNECTED TO
UNDERSLAB STORM DRAIN SYSTEM. SEE

PLUMBING DRAWINGS FOR MORE INFORMATION

EPDM WEARING COARSE
(SEE MANUFACTURER RECOMMENDATIONS

CONCRETE SLAB ON-GRADE, STEPPED TO ALLOW

INSTALLATION OF RUBBER MAT SURFACING
PROVIDE 1/2" (OR LARGER) COARSE

AGGREGATE TO ALLOW WATER

SHEDDING INTO PERFORATED PVC PIPE

GEOTEXTILE FABRIC WRAP

BACKFILL PER GEOTECHNICAL

ENGINEER RECOMMENDATIONS

PERFORATED PVC PIPE, CONNECTED TO
UNDERSLAB STORM DRAIN SYSTEM. SEE

PLUMBING DRAWINGS FOR MORE INFORMATION

CONCRETE SLAB ON-GRADE, SLOPED TO
DRAINAGE PER PLAN. SEE CIVIL DRAWINGS

FOR REBAR AND CONCRETE DESIGN

BONDED RUBBER BASE
(SEE MANUFACTURER

RECOMMENDATIONS

CONCRETE SLAB ON-GRADE,

STEPPED TO ALLOW INSTALLATION

OF RUBBER MAT SURFACING

EPDM WEARING COARSE
(SEE MANUFACTURER

RECOMMENDATIONS

BACKFILL PER GEOTECHNICAL

ENGINEER RECOMMENDATIONS

SUB-GRADE DRAINAGE BOARD TO

ALLOW WATER TO SHED DOWN

SLOPED CONCRETE SURFACE

CAST-IN-PLACE CONCRETE PLANTER

JOINT SEALANT AND BACKER ROD

CONCRETE SLAB
PROVIDE 3/4" BEVELED EDGE AT

CORNERS OF WALL EXPOSED TO
THE PUBLIC. TYP ON BOTH SIDES

PROVIDE JOINT SEALANT,

BACKER ROD, AND CONTINUOUS

NEOPRENE WATERSTOP AT
COLD JOINT. APPLY BEFORE

POURING CONCRETE BENCH

COLD JOINT DETAIL

SEE CIVIL DRAWINGS

FOR REBAR AND

CONCRETE DESIGN

STRUCTURAL ANCHORAGE

PODIUM EXTERIOR

PROVIDE IPE WOOD SLAT BENCH W/ METAL BRACKET SUPPORTS
FASTENED TO CMU WALL. USE GALVANIZED METAL WALL

ANCHORS W/ PAINTED FINISH TO MATCH METAL BRACKET

WOOD BENCH

EXPOSED CONDUIT

LINEAR LIGHTING FIXTURE
PROVIDE LINEAR LIGHTING FIXTURE PER LIGHTING DESIGN DRAWINGS.

LIGHTING HOUSING TO BE CONCEALED BY METAL SUPPORT BRACKET

METAL SUPPORT BRACKET
PROVIDE T-SHAPED METAL SUPPORT BRACKET, WELDED TO METAL SUPPORT.

ENTIRE ASSEMBLY TO HAVE STRUCTURAL SHOP PRIMER W/ PAINTED FINISH.

EXPOSED STRUCTURAL CONNECTIONS TO BE GALVANIZED METAL FASTENERS / BOLTS.

SEE STRUCTURAL DRAWINGS FOR DEPTH AND SIZE OF DOWEL EMBEDMENT.

METAL POST / BASEPLATE

PROVIDE T-SHAPED METAL SUPPORT BASEPLATE, WELDED TO METAL PIPE METAL SUPPORT POST. ENTIRE ASSEMBLY TO HAVE STRUCTURAL SHOP PRIMER W/ PAINTED FINISH.

FASTENED TO METAL SUPPORT ASSEMBLY. TO BE PAINTED TO MATCH ADJACENT METAL

STRUCTURAL ANCHORAGE

PODIUM EXTERIOR

PROVIDE IPE WOOD SLAT BENCH W/ METAL BRACKET SUPPORTS
FASTENED TO CMU WALL. USE GALVANIZED METAL WALL

ANCHORS W/ PAINTED FINISH TO MATCH METAL BRACKET

WOOD BENCH

EXPOSED CONDUIT

LINEAR LIGHTING FIXTURE
PROVIDE LINEAR LIGHTING FIXTURE PER LIGHTING DESIGN DRAWINGS.

LIGHTING HOUSING TO BE CONCEALED BY METAL SUPPORT BRACKET

METAL SUPPORT BRACKET
PROVIDE T-SHAPED METAL SUPPORT BRACKET, WELDED TO METAL SUPPORT.

ENTIRE ASSEMBLY TO HAVE STRUCTURAL SHOP PRIMER W/ PAINTED FINISH.

EXPOSED STRUCTURAL CONNECTIONS TO BE GALVANIZED
METAL FASTENERS / BOLTS. SEE STRUCTURAL DRAWINGS
FOR DEPTH AND SIZE OF DOWEL EMBEDMENT.

METAL POST / BASEPLATE

PROVIDE T-SHAPED METAL SUPPORT BASEPLATE, WELDED TO
METAL PIPE METAL SUPPORT POST. ENTIRE ASSEMBLY TO HAVE
STRUCTURAL SHOP PRIMER W/ PAINTED FINISH.

FASTENED TO METAL SUPPORT ASSEMBLY. TO BE PAINTED TO MATCH ADJACENT METAL

PLANTER

EXTERIOR
PROVIDE 22 GA SHEET METAL FLASHING PIECE
OVERLAPPING WATERPROOFING MEMBRANE.

PROVIDE GALVANIZED METAL FASTENERS TO
FASTEN FLASHING TO CONCRETE WALL.

PROVIDE JOINT SEALANT AT TOP GAP

BETWEEN FLASHING AND CONCRETE WALL

SHEET METAL FLASHING
3-1/2" SOLACHROME TOPPING SLAB,
SLOPED @ 2% FOR DRAINAGE. SEE

PLUMBING PLANS FOR DRAIN
LOCATIONS, SEE H-A6.31 FOR FINISH
INFORMATION. WATERPROOFING
PER DETAIL 2/H-A5.52.

EXTERIOR TOPPING SLAB
SEE STRUCTURAL DRAWINGS FOR REBAR DESIGN. USE
SPLIT FACE BLOCK FINISH (MANUFACTURER: ANGELUS
OR APPROVED EQUAL). USE 4" TALL CMU BLOCK FOR
THE BASE COARSE, 8" TALL BLOCK FOR THE REMAINDER
OF THE WALL SEE H-A6.31 FOR MORE INFORMATION

SPLIT-FACE CMU PLANTER WALL

PODIUM EXTERIOR

CONCRETE PODIUM
(SEE STRUCTURAL DRAWINGS)

PROVIDE FLUID APPLIED

WATERPROOFING THROUGHOUT

ENTIRE DEPRESSED CONCRETE SLAB

SPLIT-FACE CMU LINTEL

PIECE AT TOP OF WALL

WATERPROOFING MEMBRANE

PROVIDE JOINT SEALANT AND BACKER ROD AT

GAP BETWEEN TOPPING SLAB AND CONCRETE
PLANTER WALL. PROVIDE CONTINUOS

NEOPRENE WATER STOP BENEATH BACKER ROD

COLD JOINT DETAIL

WEATHERED MORTAR JOINT

STRUCTURAL CONCRETE GROUT LIGHTWEIGHT PLANTING / SOIL
(SEE LANDSCAPE DRAWINGS)
SOIL

PROVIDE FLUID APPLIED WATERPROOFING

OVER CONCRETE TOPPING SLAB AND

PLANTER WALLS AS SHOWN

STRUCTURAL ANCHORAGE

ENCASE FLUID APPLIED WATERPROOFING

AROUND REBAR CONNECTIONS INTO
SLAB. CONCRETE WALL SHALL BE

SEQUENCED AFTER WATERPROOFING

INSTALLATION IS COMPLETE

WATERPROOFING MEMBRANE
3-1/2" THICK LIGHTWEIGHT

CONCRETE TOPPING SLAB
(SLOPED TO DRAINAGE PER PLAN)

TOPPING SLAB

PLANTER

EXTERIOR
PROVIDE 22 GA SHEET METAL FLASHING PIECE
OVERLAPPING WATERPROOFING MEMBRANE.

PROVIDE GALVANIZED METAL FASTENERS TO
FASTEN FLASHING TO CONCRETE WALL.

PROVIDE JOINT SEALANT AT TOP GAP

BETWEEN FLASHING AND CONCRETE WALL

SHEET METAL FLASHING

LIGHTWEIGHT PLANTING / SOIL
(SEE LANDSCAPE DRAWINGS)
SOIL

PROVIDE FLUID APPLIED WATERPROOFING

OVER CONCRETE TOPPING SLAB AND

PLANTER WALLS AS SHOWN

STRUCTURAL ANCHORAGE

ENCASE FLUID APPLIED WATERPROOFING

AROUND REBAR CONNECTIONS INTO
SLAB. CONCRETE WALL SHALL BE

SEQUENCED AFTER WATERPROOFING

INSTALLATION IS COMPLETE

WATERPROOFING MEMBRANE
3-1/2" THICK LIGHTWEIGHT

CONCRETE TOPPING SLAB
(SLOPED TO DRAINAGE PER PLAN)

TOPPING SLAB
3-1/2" SOLACHROME TOPPING SLAB,
SLOPED @ 2% FOR DRAINAGE. SEE

PLUMBING PLANS FOR DRAIN LOCATIONS,
SEE H-A6.31 FOR FINISH INFORMATION.

WATERPROOFING PER DETAIL 2/H-A5.52.

EXTERIOR TOPPING SLAB

PROVIDE JOINT SEALANT AND BACKER

ROD AT GAP BETWEEN TOPPING SLAB
AND CONCRETE PLANTER WALL.

PROVIDE CONTINUOUS NEOPRENE

WATER STOP BENEATH BACKER ROD

SEE STRUCTURAL DRAWINGS FOR REBAR
AND CONCRETE DESIGN. PROVIDE MDO

FORMWORK ON EXTERIOR FACING SURFACE

FOR SMOOTH ARCHITECTURAL FINISH

CAST IN-PLACE CONCRETE WALL

PODIUM EXTERIOR

CONCRETE PODIUM
(SEE STRUCTURAL DRAWINGS)

PROVIDE FLUID APPLIED

WATERPROOFING THROUGHOUT

ENTIRE DEPRESSED CONCRETE SLAB

WATERPROOFING MEMBRANE

COLD JOINT DETAIL

HORIZONTAL / VERTICAL REBAR

PER STRUCTURAL DRAWINGS
PROVIDE 3/4" BEVELED EDGE AT

CORNERS OF WALL EXPOSED TO
THE PUBLIC. TYP ON BOTH SIDES

BEVELED EDGE

CONCRETE PODIUM
(SEE STRUCTURAL)

HORIZONTAL / VERTICAL REBAR

PER STRUCTURAL DRAWINGS

HORIZONTAL / VERTICAL REBAR

PER STRUCTURAL DRAWINGS

BUILDING

INTERIOR

CONCRETE WALL PER PLAN

EXTEND FLUID APPLIED

WATERPROOFING UP VERTICAL

SURFACE OF AS-BUILT
CONCRETE EXTERIOR WALL.

TERMINATE BENEATH
WATERSTOP (SEE NOTE ABOVE).

PROVIDE CONTINUOUS

NEOPRENE WATERSTOP

IN MIDDLE OF WALL

BETWEEN REBAR LAYERS

PROVIDE JOINT SEALANT AND BACKER

ROD AT GAP BETWEEN TOPPING SLAB
AND CONCRETE PLANTER WALL.

PROVIDE CONTINUOUS NEOPRENE

WATER STOP BENEATH BACKER ROD

COLD JOINT DETAIL

PLANTER

EXTERIOR
PROVIDE 22 GA SHEET METAL FLASHING PIECE
OVERLAPPING WATERPROOFING MEMBRANE.

PROVIDE GALVANIZED METAL FASTENERS TO
FASTEN FLASHING TO CONCRETE WALL.

PROVIDE JOINT SEALANT AT TOP GAP

BETWEEN FLASHING AND CONCRETE WALL

SHEET METAL FLASHING

LIGHTWEIGHT PLANTING / SOIL
(SEE LANDSCAPE DRAWINGS)
SOIL

PROVIDE FLUID APPLIED WATERPROOFING

OVER CONCRETE TOPPING SLAB AND

PLANTER WALLS AS SHOWN

STRUCTURAL ANCHORAGE

ENCASE FLUID APPLIED WATERPROOFING

AROUND REBAR CONNECTIONS INTO
SLAB. CONCRETE WALL SHALL BE

SEQUENCED AFTER WATERPROOFING

INSTALLATION IS COMPLETE

WATERPROOFING MEMBRANE
3-1/2" THICK LIGHTWEIGHT

CONCRETE TOPPING SLAB
(SLOPED TO DRAINAGE PER PLAN)

TOPPING SLAB

PROVIDE FLUID APPLIED

WATERPROOFING OVER

CONCRETE TOPPING SLAB AND

PLANTER WALLS AS SHOWN

STRUCTURAL ANCHORAGE
PROVIDE 22 GA SHEET METAL FLASHING PIECE
OVERLAPPING WATERPROOFING MEMBRANE. PROVIDE

GALVANIZED METAL FASTENERS TO FASTEN FLASHING
TO CONCRETE WALL. PROVIDE JOINT SEALANT AT TOP

GAP BETWEEN FLASHING AND CONCRETE WALL

SHEET METAL FLASHING

ENCASE FLUID APPLIED

WATERPROOFING AROUND REBAR
CONNECTIONS INTO SLAB.

CONCRETE WALL SHALL BE

SEQUENCED AFTER WATERPROOFING

INSTALLATION IS COMPLETE

WATERPROOFING MEMBRANE
3-1/2" SOLACHROME TOPPING SLAB,
SLOPED @ 2% FOR DRAINAGE. SEE

PLUMBING PLANS FOR DRAIN LOCATIONS,
SEE H-A6.31 FOR FINISH INFORMATION.

WATERPROOFING PER DETAIL 2/H-A5.52.

EXTERIOR TOPPING SLAB

PROVIDE JOINT SEALANT AND BACKER

ROD AT GAP BETWEEN TOPPING SLAB
AND CONCRETE PLANTER WALL.

PROVIDE CONTINUOUS NEOPRENE

WATER STOP BENEATH BACKER ROD

SEE STRUCTURAL DRAWINGS FOR REBAR
AND CONCRETE DESIGN. PROVIDE MDO

FORMWORK ON EXTERIOR FACING SURFACE

FOR SMOOTH ARCHITECTURAL FINISH

CAST IN-PLACE CONCRETE WALL

PODIUM EXTERIOR

CONCRETE PODIUM
(SEE STRUCTURAL DRAWINGS)

PROVIDE FLUID APPLIED

WATERPROOFING THROUGHOUT

ENTIRE DEPRESSED CONCRETE SLAB

PLANTER

EXTERIOR

WATERPROOFING MEMBRANE

COLD JOINT DETAIL

HORIZONTAL / VERTICAL REBAR

PER STRUCTURAL DRAWINGS
PROVIDE 1/2" (OR LARGER)

COARSE AGGREGATE WRAPPED

IN GEOTEXTILE FABRIC TO

ALLOW WATER SHEDDING INTO

PERFORATED PVC PIPE,

CONNECTED TO UNDERSLAB
STORM DRAIN SYSTEM. SEE

PLUMBING DRAWINGS FOR

MORE INFORMATION

DRAIN TILE
PROVIDE 3/4" BEVELED EDGE AT

CORNERS OF WALL EXPOSED TO
THE PUBLIC. TYP ON BOTH SIDES

BEVELED EDGE

LIGHTWEIGHT PLANTING / SOIL
(SEE LANDSCAPE DRAWINGS)
SOIL
3-1/2" THICK LIGHTWEIGHT

CONCRETE TOPPING SLAB
(SLOPED TO DRAINAGE PER PLAN)

TOPPING SLAB

CAST-IN PLACE CONCRETE

POUR AROUND TRENCH DRAIN

CONCRETE DRIVEWAY, SLOPED PER

PLAN (SEE STRUCTURAL DRAWINGS)

VEHICULAR RATED TRENCH DRAIN (SEE

PLUMBING DRAWINGS)

COMPRESSIBLE FILLER
(1/4" POLYPROPYLENE FOAM OR SIMILAR)

PLUMBING LINES BEYOND DASHED IN FOR CLARITY
(E) CONCRETE SLAB ON-GRADE
WITHIN THE PUBLIC R.O.W.
(N) CONCRETE SLAB ON-GRADE,

SLOPED TO DRAINAGE PER PLAN

JOINT SEALANT AND BACKER ROD AT JOINT

BETWEEN AND EXISTING CONCRETE POURS

ENSURE THAT THERE IS NO CHANGE IN LEVEL

BETWEEN EXISTING AND NEW CONCRETE SLAB

SLOPED TO

DRAINAGE PER PLAN

PROVIDE LA CITY APPROVED UNDERSLAB

VAPOR BARRIER PER PROJECT SPECIFICATIONS
(15 MIL STEGO OR APPROVED EQUAL)

WATERPROOFING MEMBRANE
PROVIDE 4" THICK BASE OF 1/2" (OR LARGER)

COARSE AGGREGATE PER GEOTECHNICAL /

STRUCTURAL ENGINEER RECOMMENDATIONS

BASE COARSE

PROVIDE FELT FABRIC WRAP AROUND GRAVEL

BASE COARSE TO PREVENT SOIL PARTICULATES

FROM GETTING INTO PERFORATED PIPE

GEOTEXTILE FABRIC

CONCRETE SLAB ON-GRADE (SEE STRUCTURAL

DRAWINGS FOR MIX AND REBAR DESIGN)

CONCRETE SLAB

PERFORATED PVC PIPE, CONNECTED TO
UNDERSLAB STORM DRAIN SYSTEM. SEE

PLUMBING DRAWINGS FOR MORE INFORMATION

PERFORATED DRAIN PIPE
1/4" GAP

STEEL DOWEL / REBAR CONNECTION, TYPICAL AT

ALL COLD JOINTS (SEE STRUCTURAL DRAWINGS)

STRUCTURAL ANCHORAGE
PROVIDE 4" THICK BASE OF 1/2" (OR LARGER)

COARSE AGGREGATE PER GEOTECHNICAL /

STRUCTURAL ENGINEER RECOMMENDATIONS

BASE COARSE

PROVIDE CONTINUOUS NEOPRENE WATERSTOP

STRIP BETWEEN REBAR / DOWEL CONNECTION
AND VAPOR BARRIER. TYPICAL AT ALL COLD

JOINTS BETWEEN CONCRETE POURS

WATERSTOP

WRAP BENTONITE WATERPROOFING BENEATH

CONCRETE PIT TO ENSURE CONTINUOUS MEMBRANE

WATERPROOFING MEMBRANE
PROVIDE 4" THICK BASE OF 1/2" (OR LARGER)

COARSE AGGREGATE PER GEOTECHNICAL /

STRUCTURAL ENGINEER RECOMMENDATIONS

BASE COARSE

PROVIDE LA CITY APPROVED UNDERSLAB

VAPOR BARRIER PER PROJECT SPECIFICATIONS
(15 MIL STEGO OR APPROVED EQUAL)

WATERPROOFING MEMBRANE

CONCRETE SLAB ON-GRADE (SEE STRUCTURAL

DRAWINGS FOR MIX AND REBAR DESIGN)

CONCRETE SLAB
METAL L-ANGLE EMBED WITHIN CONCRETE PODIUM.

METAL L-ANGLE SHALL BE CONTINUOUS RING

METAL ANGLE
PLATE METAL ACCESS PANEL. ENSURE

PANEL IS FLUSH WITH ADJACENT SURFACE

ACCESS PANEL

PROVIDE LA CITY APPROVED UNDERSLAB

VAPOR BARRIER PER PROJECT SPECIFICATIONS
(15 MIL STEGO OR APPROVED EQUAL)

WATERPROOFING MEMBRANE
PROVIDE 4" THICK BASE OF 1/2" (OR LARGER)

COARSE AGGREGATE PER GEOTECHNICAL /

STRUCTURAL ENGINEER RECOMMENDATIONS

BASE COARSE

PROVIDE GEOTEXTILE DRAINAGE BOARD

ON TOP OF BENTONITE WATERPROOFING

PER PROJECT SPECIFICATIONS

DRAINAGE BOARD

CONCRETE SLAB ON-GRADE
(SEE STRUCTURAL DRAWINGS

FOR MIX AND REBAR DESIGN)

CONCRETE SLAB

METAL LADDER TO BE DESIGN-BUILD BY GENERAL

CONTRACTOR / ELEVATOR SUBCONTRACTOR

ACCESS LADDER

CONCRETE RETAINING WALL (SEE STRUCTURAL

DRAWINGS FOR MIX AND REBAR DESIGN)

RETAINING WALL

STEEL DOWEL / REBAR CONNECTION, TYPICAL AT

ALL COLD JOINTS (SEE STRUCTURAL DRAWINGS)

STRUCTURAL ANCHORAGE

CONCRETE SLAB ON-GRADE
(SEE STRUCTURAL DRAWINGS

FOR MIX AND REBAR DESIGN)

CONCRETE SLAB

PROVIDE CONTINUOUS NEOPRENE WATERSTOP

STRIP BETWEEN REBAR / DOWEL CONNECTION
AND VAPOR BARRIER. TYPICAL AT ALL COLD

JOINTS BETWEEN CONCRETE POURS

WATERSTOP

STEEL DOWEL / REBAR CONNECTION, TYPICAL AT

ALL COLD JOINTS (SEE STRUCTURAL DRAWINGS)

STRUCTURAL ANCHORAGE

PROVIDE CONTINUOUS NEOPRENE WATERSTOP

STRIP BETWEEN REBAR / DOWEL CONNECTION
AND VAPOR BARRIER. TYPICAL AT ALL COLD

JOINTS BETWEEN CONCRETE POURS

WATERSTOP

WRAP BENTONITE WATERPROOFING BENEATH

CONCRETE PIT TO ENSURE CONTINUOUS MEMBRANE

WATERPROOFING MEMBRANE
PROVIDE 4" THICK BASE OF 1/2" (OR LARGER)

COARSE AGGREGATE PER GEOTECHNICAL /

STRUCTURAL ENGINEER RECOMMENDATIONS

BASE COARSE
1 1/2" = 1'-0"
7 CMU PLANTER @ EXT. COURTYARD - DET.
1 1/2" = 1'-0"
17 (N) CONCRETE SLAB @ (E) PUBLIC R.O.W.
1" = 1'-0"
16 TRENCH DRAIN @ DRIVEWAY - DETAIL 1
1 1/2" = 1'-0"
18 UNDERSLAB DRAINAGE SYSTEM - DETAIL
1 1/2" = 1'-0"
19 SUMP PUMP @ BASEMENT - SECTION DET.
1 1/2" = 1'-0"
20 SECTION @ ELEVATOR PIT - SECTION DET.
1 1/2" = 1'-0"
1 PLAYGROUND SAFETY SURFACING - DET.
1 1/2" = 1'-0"
2 PLAYGROUND SAFETY SURFACING - DET.
1 1/2" = 1'-0"
4 S.O.G. / DRAIN TILE @ REAR YARD - DET.
1 1/2" = 1'-0"
3 CONCRETE BENCH @ PLAYGROUND - DET.
1 1/2" = 1'-0"
5 WOOD BENCH @ VERT. SURFACE - DET.
1 1/2" = 1'-0"
6 WOOD BENCH @ HORIZ. SURFACE - DET.
1 1/2" = 1'-0"
8 CONC. PLANTER @ EXT. COURTYARD - DET.
1 1/2" = 1'-0"
9 CONC. PLANTER @ EXT. COURTYARD - DET.
1 1/2" = 1'-0"
10 CONC. PLANTER @ EXT. COURTYARD - DET.

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A5.54
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

ARCHITECTURAL DETAILS - EXTERIOR
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1

ELYSIAN HOUSING
01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
A.F.F. 42"-44" MAX. 18" WINDOW HEAD HEIGHT VARIES PER SCHEDULE F.F.

B A 9' - 0"
4' - 6" 1' - 6" 9' - 0"4' - 0"
C 3' - 0" 5' - 0" 1' - 0"
2' - 0" 3' - 0" 5' - 0" 3' - 0" 5' - 0" 3' - 0" 5' - 0"2' - 0" 4' - 0" 4' - 6" 1' - 6" F E D 6' - 0" 2' - 0" 4' - 0"G 2' - 0" 4' - 0" 6' - 0"
6' - 0"
2' - 2" 2' - 4" 1' - 6"
J H

TEMPERED GLAZING

FALL PROTECTION

HEAD HEIGHT
F.F. WINDOW HEAD HEIGHT VARIES PER SCHEDULE 42"-44" MAX. A.F.F. 18"

TEMPERED GLAZING

FALL PROTECTION

HEAD HEIGHT

K PER SCHEDULE
PER SCHEDULE 8' - 0"
3' - 2" 3' - 4" 1' - 6"
3' - 0" 4' - 0" 2' - 0" 6' - 0" 9' - 0" 3' - 0" 5' - 0" 1' - 0" 3' - 0" 6' - 0" 8' - 0" 8' - 0"

PROVIDE JOINT SEALANT AND BACKER ROD AT

GAP BETWEEN DRYWALL AND WINDOW FRAME

JOINT SEALANT
2X WOOD STUD FRAMING MEMBER.

REFER TO FLOOR PLANS FOR WALL

TYPES AND STRUCTURAL DRAWINGS

FOR FRAMING INFORMATION

STRUCTURAL FRAMING
2X4 WOOD STUD MEMBER TO RECIEVE

NAIL FIN OF WINDOW FRAME

STRUCTURAL FRAMING

EXTEND GYPSUM WALL BOARD OVER TOP OF
2X4 WOOD STUD BLOCKING. REFER TO FLOOR

PLANS FOR WALL TYPES AND MATERIALS

GYPSUM WALL BOARD

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL

WATERBLOCK FLASHING

MEMBRANE, PLACED ON TOP

OF SUBSTRATE MATERIAL

FLASHING

PROVIDE JOINT SEALANT AT GAP

BETWEEN STUCCO AND WINDOW FRAME

JOINT SEALANT

WRAP WATERBLOCK FLASHING

MEMBRANE ON TOP OF STUD

FRAMING AND BEHIND NAIL FIN

FLASHING

GLAZING PER PLAN AND SCHEDULE

GLAZING PANEL

CORNER BEAD, NAILED ON

TOP OF WINDOW FLASHING

CORNER BEAD

EXTERIOR

INTERIOR

PROVIDE JOINT SEALANT AND BACKER ROD AT

GAP BETWEEN DRYWALL AND WINDOW FRAME

JOINT SEALANT
2X WOOD STUD FRAMING MEMBER.

REFER TO FLOOR PLANS FOR WALL

TYPES AND STRUCTURAL DRAWINGS

FOR FRAMING INFORMATION

STRUCTURAL FRAMING
2X4 WOOD STUD MEMBER TO RECIEVE

NAIL FIN OF WINDOW FRAME

STRUCTURAL FRAMING

EXTEND GYPSUM WALL BOARD OVER TOP OF
2X4 WOOD STUD BLOCKING. REFER TO FLOOR

PLANS FOR WALL TYPES AND MATERIALS

GYPSUM WALL BOARD

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL

WATERBLOCK FLASHING

MEMBRANE, PLACED ON TOP

OF SUBSTRATE MATERIAL

FLASHING

PROVIDE JOINT SEALANT AT GAP

BETWEEN STUCCO AND WINDOW FRAME

JOINT SEALANT

WRAP WATERBLOCK FLASHING

MEMBRANE ON TOP OF STUD

FRAMING AND BEHIND NAIL FIN

FLASHING

CORNER BEAD, NAILED ON

TOP OF WINDOW FLASHING

CORNER BEAD

EXTERIOR

INTERIOR

GLAZING PER PLAN AND SCHEDULE

GLAZING PANEL

PROVIDE JOINT SEALANT AND BACKER ROD AT

GAP BETWEEN DRYWALL AND WINDOW FRAME

JOINT SEALANT
2X WOOD STUD FRAMING MEMBER.

REFER TO FLOOR PLANS FOR WALL

TYPES AND STRUCTURAL DRAWINGS

FOR FRAMING INFORMATION

STRUCTURAL FRAMING
2X4 WOOD STUD MEMBER TO RECIEVE

NAIL FIN OF WINDOW FRAME

STRUCTURAL FRAMING

EXTEND GYPSUM WALL BOARD OVER TOP OF
2X4 WOOD STUD BLOCKING. REFER TO FLOOR

PLANS FOR WALL TYPES AND MATERIALS

GYPSUM WALL BOARD

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL

WATERBLOCK FLASHING

MEMBRANE, PLACED ON TOP

OF SUBSTRATE MATERIAL

FLASHING

PROVIDE JOINT SEALANT AT GAP

BETWEEN STUCCO AND WINDOW FRAME

JOINT SEALANT

WRAP WATERBLOCK FLASHING

MEMBRANE ON TOP OF STUD

FRAMING AND BEHIND NAIL FIN

FLASHING
GLAZING PER PLAN AND SCHEDULE.

PROVIDE INSECT AND BIRD SCREEN ON

EXTERIOR SIDE OF OPERABLE PANEL

GLAZING PANEL

CORNER BEAD, NAILED ON

TOP OF WINDOW FLASHING

CORNER BEAD

EXTERIOR

INTERIOR

PROVIDE JOINT SEALANT AND BACKER ROD AT

GAP BETWEEN DRYWALL AND WINDOW FRAME

JOINT SEALANT
2X WOOD STUD FRAMING MEMBER.

REFER TO FLOOR PLANS FOR WALL

TYPES AND STRUCTURAL DRAWINGS

FOR FRAMING INFORMATION

STRUCTURAL FRAMING
2X4 WOOD STUD MEMBER TO RECIEVE

NAIL FIN OF WINDOW FRAME

STRUCTURAL FRAMING

EXTEND GYPSUM WALL BOARD OVER TOP OF
2X4 WOOD STUD BLOCKING. REFER TO FLOOR

PLANS FOR WALL TYPES AND MATERIALS

GYPSUM WALL BOARD

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL

WATERBLOCK FLASHING

MEMBRANE, PLACED ON TOP

OF SUBSTRATE MATERIAL

FLASHING

PROVIDE JOINT SEALANT AT GAP

BETWEEN STUCCO AND WINDOW FRAME

JOINT SEALANT

WRAP WATERBLOCK FLASHING

MEMBRANE ON TOP OF STUD

FRAMING AND BEHIND NAIL FIN

FLASHING

CORNER BEAD, NAILED ON

TOP OF WINDOW FLASHING

CORNER BEAD

EXTERIOR

INTERIOR
GLAZING PER PLAN AND SCHEDULE.

PROVIDE INSECT AND BIRD SCREEN ON

EXTERIOR SIDE OF OPERABLE PANEL

GLAZING PANEL

PROVIDE JOINT SEALANT AND BACKER ROD AT

GAP BETWEEN DRYWALL AND WINDOW FRAME

JOINT SEALANT
2X WOOD STUD FRAMING MEMBER.

REFER TO FLOOR PLANS FOR WALL

TYPES AND STRUCTURAL DRAWINGS

FOR FRAMING INFORMATION

STRUCTURAL FRAMING
2X4 WOOD STUD MEMBER TO RECIEVE

NAIL FIN OF WINDOW FRAME

STRUCTURAL FRAMING

EXTEND GYPSUM WALL BOARD OVER TOP OF
2X4 WOOD STUD BLOCKING. REFER TO FLOOR

PLANS FOR WALL TYPES AND MATERIALS

GYPSUM WALL BOARD

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL

WATERBLOCK FLASHING

MEMBRANE, PLACED ON TOP

OF SUBSTRATE MATERIAL

FLASHING

PROVIDE JOINT SEALANT AT GAP

BETWEEN STUCCO AND WINDOW FRAME

JOINT SEALANT

WRAP WATERBLOCK FLASHING

MEMBRANE ON TOP OF STUD

FRAMING AND BEHIND NAIL FIN

FLASHING
GLAZING PER PLAN AND SCHEDULE.

PROVIDE INSECT AND BIRD SCREEN ON

EXTERIOR SIDE OF OPERABLE PANEL

GLAZING PANEL

CORNER BEAD, NAILED ON

TOP OF WINDOW FLASHING

CORNER BEAD

EXTERIOR

INTERIOR

PROVIDE JOINT SEALANT AND BACKER ROD AT

GAP BETWEEN DRYWALL AND WINDOW FRAME

JOINT SEALANT
2X WOOD STUD FRAMING MEMBER.

REFER TO FLOOR PLANS FOR WALL

TYPES AND STRUCTURAL DRAWINGS

FOR FRAMING INFORMATION

STRUCTURAL FRAMING
2X4 WOOD STUD MEMBER TO RECIEVE

NAIL FIN OF WINDOW FRAME

STRUCTURAL FRAMING

EXTEND GYPSUM WALL BOARD OVER TOP OF
2X4 WOOD STUD BLOCKING. REFER TO FLOOR

PLANS FOR WALL TYPES AND MATERIALS

GYPSUM WALL BOARD

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL

WATERBLOCK FLASHING

MEMBRANE, PLACED ON TOP

OF SUBSTRATE MATERIAL

FLASHING

PROVIDE JOINT SEALANT

AT GAP BETWEEN STUCCO

AND WINDOW FRAME

JOINT SEALANT

WRAP WATERBLOCK FLASHING

MEMBRANE ON TOP OF STUD

FRAMING AND BEHIND NAIL FIN

FLASHING

CORNER BEAD, NAILED ON

TOP OF WINDOW FLASHING

CORNER BEAD

EXTERIOR

INTERIOR
GLAZING PER PLAN AND SCHEDULE.

PROVIDE INSECT AND BIRD SCREEN ON

EXTERIOR SIDE OF OPERABLE PANEL
GLAZING PANEL 6" MAX.

COUNTER SUNK METAL FASTENER, GALVANIZED
WITH PAINTED FINISH. PROVIDE CONTINUOUS

SELF SEALING MEMBRANE BENEATH METAL

PLATE WHERE CONNECTIONS OCCUR

METAL FASTENER
1/8" THICK METAL AWNING ASSEMBLY, SHOP
WELDED. ATTACHMENT TO WOOD STUD

STRUCTURE AS SHOWN, AND TO OCCUR

AFTER STUCCO COMPLETION OCCURS

METAL PLATE AWNING

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL
2X WOOD STUD FRAMING MEMBER.

REFER TO FLOOR PLANS FOR WALL

TYPES AND STRUCTURAL DRAWINGS

FOR FRAMING INFORMATION

STRUCTURAL FRAMING
2X4 WOOD STUD MEMBER TO RECEIVE

NAIL FIN OF WINDOW FRAME

STRUCTURAL FRAMING

EXTERIOR

INTERIOR

COUNTER SUNK METAL FASTENER, GALVANIZED
WITH PAINTED FINISH. PROVIDE CONTINUOUS

SELF SEALING MEMBRANE BENEATH METAL

ANGLE WHERE CONNECTIONS OCCUR

METAL FASTENER
VINYL WINDOW PER SCHEDULE.

REFER TO WINDOW DETAILS

FOR WATERPROOFING AND

FLASHING INFORMATION

EXTERIOR WINDOW
METAL ANGLE CONNECTION TO WOOD STUDS. PROVIDE

PAINTED FINISH TO MATCH ADJACENT STUCCO

METAL BRACKET

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL
6" MAX.

COUNTER SUNK METAL FASTENER,
GALVANIZED WITH PAINTED FINISH.

PROVIDE CONTINUOUS SELF SEALING

MEMBRANE BENEATH METAL PLATE

WHERE CONNECTIONS OCCUR

METAL FASTENER
1/8" THICK METAL AWNING ASSEMBLY,
SHOP WELDED. ATTACHMENT TO

WOOD STUD STRUCTURE AS SHOWN,

AND TO OCCUR AFTER STUCCO

COMPLETION OCCURS

METAL PLATE AWNING

COUNTER SUNK METAL FASTENER,
GALVANIZED WITH PAINTED FINISH.

PROVIDE CONTINUOUS SELF SEALING

MEMBRANE BENEATH METAL ANGLE

WHERE CONNECTIONS OCCUR

METAL FASTENER

METAL ANGLE CONNECTION TO
WOOD STUDS. PROVIDE PAINTED

FINISH TO MATCH ADJACENT STUCCO

METAL BRACKET

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL
2X WOOD STUD FRAMING MEMBER.

REFER TO FLOOR PLANS FOR WALL

TYPES AND STRUCTURAL DRAWINGS

FOR FRAMING INFORMATION

STRUCTURAL FRAMING
2X4 WOOD STUD MEMBER TO RECEIVE

NAIL FIN OF WINDOW FRAME

STRUCTURAL FRAMING

EXTERIOR
VINYL WINDOW PER SCHEDULE.

REFER TO WINDOW DETAILS

FOR WATERPROOFING AND

FLASHING INFORMATION

EXTERIOR WINDOW
D
A
A
C
B

USING WATERBLOCK WATERPROOFING

FLASHING MEMBRANE, (A) PRE-CUT

MEMBRANE TO LENGTH BY MEASURING

DISTANCE BETWEEN CORNER GUARD JAMB
RISERS AND SUBSTRATE NO MORE THAN 1/4
INCH. (B) ALIGN MEMBRANE FLUSH WITH
INTERIOR STUD FACE. STARTING AT ONE END,

PEEL RELEASE FILM BACK AND ADHERE
ENTIRE LENGTH OF SILL AREA. (C) FOLD
MINIMUM 2 INCHES OVER FLASHING MATERIAL

AND CORNER GUARD FACES INSTALLED IN
STEP 1 AND 2. (D) USING A J-ROLLER, APPLY

PRESSURE AND ROLL ENTIRE SURFACE OF
(WFM).

3. C
B

SELECT YOUR PREFERRED WIDTH OF

WATERBLOCK (WFM), USUALLY DETERMINED

BY THE AMOUNT OF SELF-SEALING
WATERPROOFING PROTECTION YOU DESIRE.
(A) PRE-CUT TO LENGTH SAME AS JAMB
FLASHING INSTALLED IN STEP #4. PRIOR TO

INSTALLATION, WIPE WINDOW FLANGE AND

JAMB FLASHING WITH A CLEAN CLOTH TO TO
ENSURE PROPER ADHESION. (B) STARTING AT

ONE END, PEAL BACK RELEASE FILM

ADHERING INTO PLACE STARTING FLUSH

WITH THE TOP OF THE JAMB FLASHING AND
WINDOW FRAME. FIRMLY PRESS INTO PLACE

IN SINGLE DIRECTION TO PREVENT VOIDS

AND COVER ENTIRE WINDOW NAILING
FLANGE. (C) USING A J-ROLLER, APPLY

PRESSURE AND ROLL ENTIRE SURFACE OF
(WFM).

6. INSTALL INTEGRAL FLANGED WINDOW PER
WINDOW MANUFACTURERS INSTRUCTIONS.

5. A
B C
D

INSTALL PER DIAGRAM FOLLOWING STEPS A,

B, C & D, INSTALLING EITHER WATERBLOCK

NAIL ON FLASHING (NOF) OR FLASHING
MEMBRANE (WFM) 9", 12" OR 18". 9" MIN. 12" OR 18" OPTIONAL (A) EXTEND SILL FLASHING A MINIMUM 9"
BEYOND THE JAMBS. (B) INSTALLING FLUSH
WITH THE SILL OF ROUGH OPENING. (C) NAIL
OR STAPLE ALONG TOP EDGE ONLY. (D) DO

NOT ADHERE OR FASTEN ALONG BOTTOM
EDGE. LEAVE LOOSE UNTIL WEATHER

RESISTIVE BARRIER HAS BEEN INSTALLED

AND SLIPPED UP UNDERNEATH THE FLASHING
IN WEATHERBOARD FASHION.

1. C
B
A
(A) PRE-CUT WATERBLOCK (WFM) TO A
LENGTH BEYOND JAMB FLASHING. WIPE THE

WINDOW HEAD FLANGE, JAMB FLASHING AND
SHEATHING WITH A CLEAN CLOTH. PEAL OFF
RELEASE FILM. (B) ALIGN FLUSH WITH

WINDOW FRAME, PRESS FIRMLY INTO PLACE

IN A SINGLE DIRECTION TO PREVENT VOIDS
AND COVER ENTIRE HEAD FLANGE. (C) USING

A J-ROLLER APPLY PRESSURE AND ROLL
ENTIRE SURFACE OF (WFM).

7. 9" MIN. 12" OR 18" OPTIONAL
NOTE: WHEN ADHERING TO O.S.B. BOARD OR

FIBERGLASS FACED GYPSUM SHEATHING

WITHOUT PRIMER, ADDITIONAL FASTENERS

MY BE USED ALONG TOP EDGE OF HEAD
FLASHING.

A
B
C

A WATERBLOCK FLASHING MEMBRANE

INSTALL WATERBLOCK CORNER GUARDS BY
(A) FIRMLY PRESSING INTO SILL JAM AND

SHEATHING INTERSECTION, LEAVE NO GAPS
BEHIND CORNER GUARD. HOLD IN PLACE AND

FASTEN WITH (B) ROOFING NAILS OR SELF
TAPPING FLATHEAD SCREWS. INSTALL

FASTENERS THROUGH JAMB SIDES ONLY OF

CORNER GUARDS (C) CUT EXCESS LENGTH

OFF AT INTERIOR STUD FACE WITH SHARP
UTILITY KNIFE.

2. 9"
MIN.

A
C
B
(1) 9" MINIMUM
(2) 12" OPTION
(3)18" OPTION
(4) 12" OPTION
(5) 18" OPTION
(6) 18" OPTION
D
(A) SELECT OPTION (1 THRU 6) AS OUTLINE ON
DIAGRAM, LEFT JAMB DETAIL. (B) PRE-CUT

EITHER WATERBLOCK NAIL ON FLASHING
(NOF) OR WATERPROOFING FLASHING

MEMBRANE (WFM) BY MEASURING FROM

BOTTOM OF SILL FLASHING TO HEAD OF
WINDOW, THEN ADD 8-1/2" INCHES. (C)

INSTALL BY NAILING OR STAPLING ALONG
JAMB/SHEATHING EDGE PER DIAGRAM. (D) DO

NOT ADHERE OR FASTEN ALONG BOTTOM
EDGE. LEAVE LOOSE UNTIL WEATHER

RESISTIVE BARRIER HAS BEEN INSTALLED

AND SLIPPED UP UNDERNEATH THE FLASHING
IN WEATHERBOARD FASHION.

4. 8-1/2" MIN.

NOTE: WHEN INSTALLING (WFM) YOU MAY

OPT TO ADHERE TO SUBSTRATE BY

REMOVING RELEASE FILM DURING
INSTALLATION. ALWAYS ROLL ENTIRE

SURFACE OF MEMBRANE USING J-ROLLER
(APPLY PRESSURE WHEN ROLLING).

INSTALLATION TIP: FASTEN TOP FIRST FOR
EASIER ALIGNMENT.

Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A6.01
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - PROJECT SCHEDULES -

WINDOWS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

WINDOW SCHEDULE
WIN.

NO.

FIRE

RATING OPERATION TYPE LOCATION WIDTH HEIGHT
HEAD

HEIGHT GLAZING FRAME MATERIAL HEAD JAMB SILL KEYNOTES
1A SLIDER W/ FIXED PANE A UNIT LIVING ROOM 6' - 0" 9' - 0" 9' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01, 3B/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1, 2 1B SLIDER W/ FIXED PANE B UNIT BEDROOM 4' - 0" 9' - 0" 9' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01, 3B/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1, 2 1C SLIDER W/ FIXED PANE C UNIT BEDROOM 2' - 0" 9' - 0" 9' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01, 3B/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1, 2 1D SLIDER W/ FIXED PANE D UNIT LIVING ROOM 6' - 0" 8' - 0" 8' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01, 3B/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1, 2 1E SLIDER W/ FIXED PANE E UNIT BEDROOM 4' - 0" 8' - 0" 8' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01, 3B/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1, 2 1F SLIDER W/ FIXED PANE F UNIT BEDROOM 2' - 0" 8' - 0" 8' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01, 3B/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1A/B-A6.01, 3A/B-A6.01 1, 2 2A CASEMENT W/ FIXED PANE G UNIT BEDROOM 6' - 0" 6' - 0" 7' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01, 2B/B-A6.01 1A/B-A6.01, 2A/B-A6.01 1B/B-A6.01, 2A/B-A6.01 1, 2, 3 2B CASEMENT W/ FIXED PANE H UNIT LIVING ROOM 8' - 0" 6' - 0" 7' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01, 2B/B-A6.01 1A/B-A6.01, 2A/B-A6.01 1B/B-A6.01, 2A/B-A6.01 1, 2, 3 2C CASEMENT W/ FIXED PANE J UNIT BEDROOM 3' - 0" 6' - 0" 7' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01, 2B/B-A6.01 1A/B-A6.01, 2A/B-A6.01 1B/B-A6.01, 2A/B-A6.01 1, 2, 3 3B FIXED PANE K UNIT BEDROOM 2' - 0" 8' - 0" 8' - 6" WINDOR 1550 SYSTEM LOW-E GLAZING UNIT VINYL (W/ ALUMINUM FINISH, DARK BRONZE COLOR) 1B/B-A6.01 1A/B-A6.01 1B/B-A6.01 1 WINDOR 1550 SERIES (OR APPROVED EQUAL)
[STC 32 / U-FACTOR 0.30 / SHCG 0.22]

PROVIDE CENTER MULLING PIECES PER WINDOW PLAN
AND SCHEDULE. REFER TO MILGARD MANUFACTURER

STANDARDS AND RECOMMENDATIONS

CASEMENT WINDOW TO HAVE LIMITER, RESTRICTING
OPERABLE WIDTH TO LESS THAN 18" CLEAR. WINDOW ALSO
SHALL BE CLEANED FROM THE INSIDE FOR EBM PURPOSES.

1. 2.

3. ALL DETAIL SHOWN FOR REFERENCE / COORDINATION
ONLY. REFER TO WINDOW MANUFACTURER STANDARDS
AND RECOMMENDATIONS.

GENERAL CONTRACTOR SHALL PROVIDE NFRC LABELS

FOR ALL WINDOWS FOR ON-SITE REVIEW

ALL WINDOWS SHALL RECEIVE WATERPROOFING AND
FLASHING PER WATERBLOCK SYSTEM DETAILED IN 6/A6.01.

GENERAL CONTRACTOR SHALL PROVIDE MOCK-UP FOR

REVIEW DURING THE COURSE OF CONSTRUCTION

ALL EXPOSED METAL PLATE AWNINGS TO BE PAINTED
W/ STRUCTURAL STEEL SHOP PRIMER.

1. 2.

3. 4.

GENERAL NOTES:

EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS

LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURERS

DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,

THE MANUFACTURER OR INSTALLER AND THE SAFETY
GLAZING STANDARD. THE FOLLOWING SHALL BE

CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE
PURPOSE OF SAFETY GLAZING. GLAZING IN:

SAFETY GLAZING NOTES

SWING DOORS

FIXED AND SLIDING PANELS OF SLIDING DOOR

ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD

CLOSET DOOR ASSEMBLIES

STORM DOORS

UNFRAMED SWINGING DOORS

DOORS AND ENCLOSURES FOR HOT TUBES, WHIRLPOOLS,
SAUNAS. STEAM ROMS, BATHTUBS, AND SHOWERS.

FIXED OR OPERABLE PANELS ADJACENT TO A DOOR

WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS
WITHIN 24 INCHES (610 MM) ARC OF EITHER VERTICAL

EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE

THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS
THAN 60 INCHES (1525 MM) ABOVE THE WALKING
SURFACE. READ CODE FOR EXCEPTIONS

FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED

IN ITEMS E AND F, WHICH MEETS ALL OF THE

FOLLOWING CONDITIONS (READ CODE FOR
EXCEPTION WITH SPECIAL INSTALLATION).

ONE OR MORE WALKING SURFACES WITHIN 36 INCHES
(914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING.

GUARDS AND RAILINGS REGARDLESS OF AREA OR
HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE

STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL
IN-FILL PANELS.

WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR

SWIMMING POOLS AND SPAS WHERE ALL OF THE
FOLLOWING CONDITIONS ARE PRESENT:

ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS
WITHIN 36 INCHES HORIZONTALLY OF A WALKING
SURFACE; WHEN THE EXPOSED SURFACE OF THE
GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF

THE ADJACENT WALKING SURFACE (READ CODE FOR
EXCEPTION WITH SPECIAL INSTALLATION).

ADJACENT TO STAIRWAYS WITHIN 60 INCHES

HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY

IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF
THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE

OF THE TREAD (READ CODE FOR EXCEPTION WITH

SPECIAL INSTALLATION)
A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

EXPOSED AREA OF AN INDIVUDAL PANE
GREATER THAN 9 SQUARE FEET (0.84 M2).

EXPOSED BOTTOM EDGE LESS THAN 18 INCHES
(457 MM) ABOVE THE FLOOR
EXPOSED TOP EDGE GREATER THAN 36 INCHES
(914 MM) ABOVE THE FLOOR
i.
ii.
iii.

THE BOTTOM EDGE OF THE GLAZING IS LESS THAN
60 INCHES (1525 MM) ABOVE A WALKING SURFACE
ON THE POOL OR SPA SIDE OF THE GLAZING.

THE GLAZING IS WITHIN 60 UNCHES (1525 MM) OF A

SWIMMING POOL OR SPA WATER'S EDGE
i.
ii.
3" = 1'-0"
1B

FIXED WINDOW - HEAD DETAIL
3" = 1'-0"
1A

FIXED WINDOW - JAMB / SILL DETAIL
3" = 1'-0"
2B CASEMENT WINDOW - HEAD DETAIL
3" = 1'-0"
2A CASEMENT WINDOW - JAMB / SILL
3" = 1'-0"
3B

SLIDER WINDOW - HEAD DETAIL
3" = 1'-0"
3A

SLIDER WINDOW - JAMB / SILL DETAIL
3" = 1'-0"
4A METAL WINDOW AWNING - JAMB DETAIL
3" = 1'-0"
4B METAL WINDOW AWNING - SILL DETAIL 1
3" = 1'-0"
5 WATERBLOCK FLASHING DETAIL
F.F.

A 6" C 12" 2" 10"D 40"B
E
5"
H
16 J2
F.F.

J1 25"
M L K
F.F.

G F

RING SHANK OR BARBED NAILS AT NO
LESS THAN 4" O.C., STAGGERED
4"
V.I.F. 6"
6"
V.I.F.
24 GA. STAINLESS STEEL PAN INSTALLED PRIOR TO

DOOR INSTALLATION - WITH FULLY SOLDERED SEAMS
V.I.F.

TAPE SYSTEM

SPECIFIED WATERPROOFING

SYSTEM (SEE TYPICAL SECTION)

PLYWOOD SUBSTRATE
SLOPE
24 GA. STAINLESS STEEL

PAN INSTALLED PRIOR TO

DOOR INSTALLATION - WITH

FULLY SOLDERED SEAMS
24 GA. THRESHOLD

INTERIOR

DOOR FRAME
1/2" MAX
1/2" MAX

B CARPET TO VCT/SHEET VINYL/RUBBER
C

CARPET TO TILE
D

CARPET TO CARPET

PEMKO REDUCER
CARPET

CONCRETE
PAD

PEMKO REDUCER
TILE

PEMKO REDUCER

CARPET VCT OR SHEET

VINYL OR
RUBBER

A METAL THRESHOLD ZERO INTERNATIONAL

REDUCER
3" 1/4" 1/8" 3/8".
3 3/16".
3 7/16". 1/8"
2 3/4" 3/4" 2" 3/8" 1/4"
CARPET 1/2".
2 3/4" 3/8"

CONCRETE

CONCRETE
2 1
1 2
DOOR
THRESHOLD AT 1:2 SLOPE 1/2" MAX. 1/4" MAX.

DOOR PER SCHEDULE 2"

SIDE MOUNTED ATTACHMENT PER

MANUFACTURER RECOMMENDATIONS
"L" METAL END PIECE

CONCRETE WALL
(SEE STRUCTURAL DRAWINGS
3/4" CHAMFER AT ALL

EXPOSED CONCRETE EDGES MINIMUM HEADROOM DIMENSION OPENING HEIGHT

JAMB BRACKETS

VERTACAL TRACK ASSEMBLY
(PER MANUFACRURER RECCOMENDATIONS

HORIZONTAL TRACK ASSEMBLY CENTERLINE OF SHAFT DIMENSION

HORIZONTAL TRACK

SUPPORT

HEADPLATE

HORIZONTAL TRACK ASSEMBLY

FINISH CEILING

MAT FOUNDATION (SLOPED PER PLAN)

EXTERIOR

INTERIOR

GALVANIZED METAL THROUGH-BOLT W/
PAINTED FINISH PER FINISH SCHEDULES (TYP.)

THROUGH BOLT
1" x 1" MICRO MESH FENCING W/

PAINTED FINISH PER FINISH SCHEDULES

PERFORATED PANEL

METAL PLATE, WELDED TO STEEL
TUBE POST. PROVIDE PAINTED
FINISH PER FINISH SCHEDULES (TYP.)

METAL FRAME

HSS TUBE STEEL FRAME W/

STRUCTURAL SHOP PRIMER PAINTED

FINISH PER FINISH SCHEDULE

GATE FRAME

HSS TUBE STEEL POST W/

STRUCTURAL SHOP PRIMER PAINTED

FINISH PER FINISH SCHEDULE

GATE POST

GALVANIZED METAL FASTENER W/ PAINTED
FINISH PER FINISH SCHEDULES (TYP.)

HINGE FASTENER
GALVANIZED 180-DEGREE SWING HINGE.

CONTRACTOR SHALL PROVIDE HINGE
THAT IS CAPABLE OF MEETING 5LB
FORCE REQUIREMENT PER 2022 CBC

GATE HINGE

HSS TUBE STEEL FRAME W/

STRUCTURAL SHOP PRIMER PAINTED

FINISH PER FINISH SCHEDULE

GATE FRAME
1" x 1" MICRO MESH FENCING

W/ PAINTED FINISH PER

FINISH SCHEDULES

PERFORATED PANEL
F.F.E.

EXTERIOR

INTERIOR

METAL PLATE, WELDED TO STEEL
TUBE POST. PROVIDE PAINTED
FINISH PER FINISH SCHEDULES (TYP.)

METAL FRAME

HSS TUBE STEEL FRAME W/

STRUCTURAL SHOP PRIMER PAINTED

FINISH PER FINISH SCHEDULE

GATE FRAME
1" x 1" MICRO MESH FENCING

W/ PAINTED FINISH PER

FINISH SCHEDULES

PERFORATED PANEL

PROVIDE LEVER HARDWARE ON
PULL SIDE OF THE DOOR. REFER

TO PROJECT SPECIFICATIONS

GATE LEVER

HSS TUBE STEEL FRAME W/

STRUCTURAL SHOP PRIMER PAINTED

FINISH PER FINISH SCHEDULE

GATE FRAME
GALVANIZED METAL THROUGHBOLT W/ PAINTED FINISH PER
FINISH SCHEDULES (TYP.)

THROUGH BOLT HSS TUBE STEEL FRAME W/

STRUCTURAL SHOP PRIMER PAINTED

FINISH PER FINISH SCHEDULE

GATE FRAME

PANIC HARDWARE ON PUSH SIDE
OF THE DOOR. REFER TO

PROJECT SPECIFICATIONS

GATE HARDWARE

METAL SUPPORT BACKING /

BLOCKING W/ STRUCTURAL

SHOP PRIMER PAINTED FINISH

PER FINISH SCHEDULE

SUPPORT BACKING
2" 1 3/4" 2"

INTERIOR

PROVIDE JOINT SEALANT AND
BACKER ROD (TYP. AT BOTH SIDES)

JOINT SEALANT

FILL CAVITY OF DOOR

FRAME WITH SOLID GROUT

HOLLOW METAL DOOR GROUT FILL

FRAME W/ PAINTED FINISH

PER FINISH SCHEDULES

DOOR FRAME

METAL FASTENER / ANCHORAGE
(SEE PLANS FOR WALL TYPES TO

DETERMINE ANCHORAGE METHOD)

METAL FASTENER

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS. SHOWN

FOR REFERENCE ONLY

EXTERIOR WALL

EXTERIOR
PROVIDE 22 GA SHEET

METAL FLASHING AT HEAD

OF DOOR, W/ DRIP EDGE

METAL FLASHING

EXTERIOR

INTERIOR

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL

REFER TO DOOR

SCHEDULE FOR DOOR

MATERIALS AND FINISHES

DOOR LEAF METAL DOOR FRAME TO BE PAINTED W/

STRUCTURAL SHOP PRIMER PER FINISH
SCHEDULE. PROVIDE JAMB ANCHORS TO

CONNECT TO WALL STRUCTURAL FRAMING

DOOR FRAME

PROVIDE JOINT SEALANT AND

CAULKING AT GAP BETWEEN FRAME
CASING AND J-METAL END PIECE.

JOINT SEALANT

PROVIDE JOINT SEALANT

AND CAULKING AT GAP

BETWEEN FRAME AND WALL

JOINT SEALANT

EXTERIOR WALL FINISH PER
PLAN. REFER TO FLOOR

PLANS FOR WALL TAGS

WALL FINISH
2" 1 3/4" 2"

INTERIOR

PROVIDE JOINT SEALANT AND
BACKER ROD (TYP. AT BOTH SIDES)

JOINT SEALANT

FILL CAVITY OF DOOR

FRAME WITH SOLID GROUT

HOLLOW METAL DOOR GROUT FILL

FRAME W/ PAINTED FINISH

PER FINISH SCHEDULES

DOOR FRAME

METAL FASTENER / ANCHORAGE
(SEE PLANS FOR WALL TYPES TO

DETERMINE ANCHORAGE METHOD)

METAL FASTENER

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS. SHOWN

FOR REFERENCE ONLY

EXTERIOR WALL

EXTERIOR
PROVIDE 22 GA SHEET

METAL FLASHING AT HEAD

OF DOOR, W/ DRIP EDGE

METAL FLASHING

EXTERIOR

INTERIOR

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS.

SHOWN FOR REFERENCE ONLY

EXTERIOR WALL

REFER TO DOOR

SCHEDULE FOR DOOR

MATERIALS AND FINISHES

DOOR LEAF METAL DOOR FRAME TO BE PAINTED W/

STRUCTURAL SHOP PRIMER PER FINISH
SCHEDULE. PROVIDE JAMB ANCHORS TO

CONNECT TO WALL STRUCTURAL FRAMING

DOOR FRAME

PROVIDE JOINT SEALANT AND

CAULKING AT GAP BETWEEN FRAME
CASING AND J-METAL END PIECE.

JOINT SEALANT

PROVIDE JOINT SEALANT

AND CAULKING AT GAP

BETWEEN FRAME AND WALL

JOINT SEALANT

EXTERIOR WALL FINISH PER
PLAN. REFER TO FLOOR

PLANS FOR WALL TAGS

WALL FINISH

INTERIOR

EXTERIOR

REFER TO PLANS FOR

WALL TYPES AND
LOCATIONS. SHOWN

FOR REFERENCE ONLY

FLOOR / WALL

STEEL CASING W/ METAL

FASTENERS (TYP ON

BOTH SIDES OF FRAME)

FRAME CASING

METAL GLAZING FRAME TO BE

PAINTED W/ STRUCTURAL SHOP

PRIMER PER FINISH SCHEDULE

GLAZING FRAME

PROVIDE POLYURETHANE

SEALING GASKET OVER
INTUMESCENT TAPE. TYPICAL

ON TOP AND BOTTOM
GASKET

REFER TO DOOR

SCHEDULE FOR DOOR

MATERIALS AND FINISHES

DOOR LEAF

METAL DOOR FRAME TO BE

PAINTED W/ STRUCTURAL SHOP

PRIMER PER FINISH SCHEDULE

DOOR FRAME

METAL GLASS STOP TO BE

PAINTED W/ STRUCTURAL SHOP

PRIMER PER FINISH SCHEDULE

GLASS STOP

PROVIDE JOINT SEALANT AND

CAULKING AT GAP BETWEEN FRAME
CASING AND STUCCO CASING BEAD.

JOINT SEALANT

EXTERIOR CEILING FINISH
PER PLAN. REFER TO

REFLECTED CEILING PLANS

AND FINISH SCHEDULES

CEILING FINISH
1/4" GLAZING PER DOOR SCHEDULE
(ENSURE 45 MINUTE FIRE RATING IF

OCCURRING AT EXTERIOR WALKWAYS

FIXED GLAZING

INTERIOR

EXTERIOR

REFER TO PLANS FOR

WALL TYPES AND
LOCATIONS. SHOWN

FOR REFERENCE ONLY

EXTERIOR WALL

STEEL CASING W/ METAL

FASTENERS (TYP ON

BOTH SIDES OF FRAME)

FRAME CASING

REFER TO DOOR

SCHEDULE FOR DOOR

MATERIALS AND FINISHES

DOOR LEAF

METAL DOOR FRAME TO BE

PAINTED W/ STRUCTURAL SHOP

PRIMER PER FINISH SCHEDULE

DOOR FRAME

PROVIDE JOINT SEALANT AND

CAULKING AT GAP BETWEEN FRAME
CASING AND J-METAL END PIECE.

JOINT SEALANT

EXTERIOR WALL FINISH PER
PLAN. REFER TO FLOOR

PLANS FOR WALL TAGS

WALL FINISH

INTERIOR

EXTERIOR

REFER TO PLANS FOR

WALL TYPES AND
LOCATIONS. SHOWN

FOR REFERENCE ONLY

EXTERIOR WALL

STEEL CASING W/ METAL

FASTENERS (TYP ON

BOTH SIDES OF FRAME)

FRAME CASING

METAL GLAZING FRAME TO BE PAINTED W/

STRUCTURAL SHOP PRIMER PER FINISH SCHEDULE

GLAZING FRAME

PROVIDE POLYURETHANE SEALING GASKET OVER
INTUMESCENT TAPE. TYPICAL ON TOP AND BOTTOM
GASKET

METAL GLASS STOP TO BE

PAINTED W/ STRUCTURAL SHOP

PRIMER PER FINISH SCHEDULE

GLASS STOP

PROVIDE JOINT SEALANT AND

CAULKING AT GAP BETWEEN FRAME
CASING AND J-METAL END PIECE.

JOINT SEALANT
1/4" GLAZING PER DOOR SCHEDULE
(ENSURE 45 MINUTE FIRE RATING IF

OCCURRING AT EXTERIOR WALKWAYS

FIXED GLAZING

EXTERIOR WALL FINISH PER
PLAN. REFER TO FLOOR

PLANS FOR WALL TAGS

WALL FINISH

REFER TO DOOR SCHEDULE FOR

DOOR MATERIALS AND FINISHES

DOOR LEAF

PROVIDE CAULKING AT GAP

BETWEEN FRAME CASING AND WALL

JOINT SEALANT

REFER TO DOOR SCHEDULE FOR

DOOR MATERIALS AND FINISHES

DOOR LEAF

MDF JAMB BUMPER W/ PAINTED

FINISH TO MATCH ADJACENT WALL

JAMB BUMPER

INTERIOR INTERIOR

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS. SHOWN

FOR REFERENCE ONLY

INTERIOR WALL

PROVIDE CAULKING AT

GAP BETWEEN FRAME

CASING AND WALL

JOINT SEALANT

REFER TO DOOR SCHEDULE FOR

DOOR MATERIALS AND FINISHES

DOOR LEAF

PROVIDE CAULKING AT GAP

BETWEEN FRAME CASING AND WALL

JOINT SEALANT

REFER TO DOOR SCHEDULE FOR

DOOR MATERIALS AND FINISHES

DOOR LEAF

METAL DOOR FRAME AND TRACK

W/ PAINTED OR INTEGRAL FINISH

TO MATCH ADJACENT WALL

METAL DOOR FRAME

INTERIOR

INTERIOR

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS. SHOWN

FOR REFERENCE ONLY

INTERIOR WALL

PROVIDE CAULKING AT

GAP BETWEEN FRAME

CASING AND WALL

JOINT SEALANT

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS. SHOWN

FOR REFERENCE ONLY

INTERIOR WALL

REFER TO DOOR SCHEDULE FOR

DOOR MATERIALS AND FINISHES

DOOR LEAF

WOOD DOOR STOP W/ PAINTED

FINISH PER FINISH SCHEDULE

DOOR STOP

STEEL CASING W/ METAL FASTENERS
(TYP ON BOTH SIDES OF FRAME)

FRAME CASING

WOOD DOOR FRAME W/ PAINTED

FINISH PER FINISH SCHEDULE

DOOR FRAME

INTERIOR

INTERIOR

PROVIDE CAULKING AT

GAP BETWEEN FRAME

CASING AND WALL

JOINT SEALANT

REFER TO PLANS FOR WALL
TYPES AND LOCATIONS. SHOWN

FOR REFERENCE ONLY

INTERIOR WALL

REFER TO DOOR SCHEDULE FOR

DOOR MATERIALS AND FINISHES

DOOR LEAF

WOOD DOOR STOP W/ PAINTED

FINISH PER FINISH SCHEDULE

DOOR STOP

STEEL CASING W/ METAL FASTENERS
(TYP ON BOTH SIDES OF FRAME)

FRAME CASING

WOOD DOOR FRAME W/ PAINTED

FINISH PER FINISH SCHEDULE

DOOR FRAME

INTERIOR

INTERIOR

PROVIDE CAULKING AT

GAP BETWEEN FRAME

CASING AND WALL

JOINT SEALANT

DOOR SCHEDULE
NO.

FIRE

RATING OPERATION LOCATION TYPE
HEAD
HEIGHT

DOOR FRAME

WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH HEAD JAMB THRESHOLD HW SET REMARKS 1A MOTORIZED VERTICAL SWING GATE PARKING GARAGE A 19' - 0" 9' - 0" METAL PAINTED METAL PAINTED 2B/B-A6.21 2A/B-A6.21 2B/B-A6.21 HW-01 11, 13, 16 4A 90 MIN ELEVATOR DOOR PARKING GARAGE, EXTERIOR WALKWAYS C 7' - 0" 3' - 6" 7' - 0" 0' - 4" <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> 5A 90 MIN CHUTE TRASH VESTIBULES D 4' - 6" 1' - 6" 1' - 6" 0' - 1" METAL PAINTED METAL PAINTED - - - HW-04 12 6A 20 MIN SINGLE-FLUSH STOREFRONT COMMUNITY ROOM, LEASING OFFICE E <varies> <varies> 0' - 1 3/4" <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> 7A 20 MIN DOUBLE-FLUSH (EXTERIOR) EXTERIOR WALKWAYS F 7' - 0" 6' - 0" 7' - 0" 0' - 1 3/4" METAL PAINTED METAL PAINTED 4B/B-A6.11 4A/B-A6.11 1A/B-A6.11 HW-06 2, 7, 9 7B 90 MIN. DOUBLE-FLUSH (INTERIOR) TRASH ROOM F 8' - 4" 7' - 0" 7' - 0" 0' - 1 3/4" METAL PAINTED METAL PAINTED 6B/B-A6.11 6A/B-A6.11 1C/B-A6.11 HW-06 3, 7, 9, 10, 11 7C 20 MIN DOUBLE-FLUSH (INTERIOR) SERVICE SPACES F <varies> 7' - 0" 7' - 0" 0' - 1 3/4" <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> 7D DOUBLE-FLUSH (INTERIOR) SERVICE SPACES F 7' - 0" 6' - 0" 7' - 0" 0' - 1 3/4" METAL PAINTED MTL, GLZ. PAINTED 4B/B-A6.11 4A/B-A6.11 1C/B-A6.11 <varies> 3, 7, 9, 10 7E
8A 120 MIN. HORIZONTAL EXIT - DBL FLUSH EXTERIOR WALKWAYS G 7' - 0" 6' - 0" 7' - 0" 0' - 1 3/4" METAL PAINTED METAL PAINTED 4B/B-A6.11 4A/B-A6.11 1A/B-A6.11 HW-07 4, 5 ,9, 10 9A 45 MIN. SINGLE-FLUSH W/ VISION LITE (EXTERIOR) TRASH VESTIBULES H 7' - 0" 3' - 0" 7' - 0" 0' - 1 3/4" METAL PAINTED MTL, FIRE GLZ. PAINTED 4B/B-A6.11 4A/B-A6.11 1A/B-A6.11 HW-08 3, 7, 9, 10, 14 9B - SINGLE-FLUSH W/ VISION LITE (EXTERIOR) LAUNDRY ROOM, SERVICE SPACES H 7' - 0" 3' - 0" 7' - 0" 0' - 1 3/4" <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> 10A 20 MIN SINGLE-FLUSH W/ SIDELITE UNIT ENTRY J 9' - 6" 3' - 0" 9' - 6" 0' - 1 3/4" FIBERGLASS PAINTED MTL, FIRE GLZ. PAINTED 5C/B-A6.11 5A/B-A6.11, 5B/B-A6.11
1A/B-A6.11 HW-10 1, 3, 9, 14, 15
10B 20 MIN SINGLE-FLUSH W/ SIDELITE UNIT ENTRY J 9' - 6" 3' - 0" 9' - 6" 0' - 1 3/4" FIBERGLASS PAINTED MTL, FIRE GLZ. PAINTED 5C/B-A6.11 5A/B-A6.11, 5B/B-A6.11
1A/B-A6.11 HW-10 1, 3, 9, 14, 15
11A - SINGLE-FLUSH (INTERIOR) UNIT INTERIOR, COMMON BATHROOMS K 6' - 8" 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINTED WOOD PAINTED 8B/B-A6.11 8A/B-A6.11 1B/B-A6.11 HW-11 2, 7 12A - DOUBLE SLIDING UNIT INTERIOR (CLOSET) L 6' - 8" 5' - 0" 6' - 8" 0' - 1 3/8" WOOD PAINTED WOOD PAINTED 9B/B-A6.11 9A/B-A6.11 1B/B-A6.11 HW-12 2, 7 12B - DOUBLE SLIDING UNIT INTERIOR (CLOSET) L 6' - 8" 3' - 0" 7' - 0" 0' - 1 3/8" WOOD PAINTED WOOD PAINTED 9B/B-A6.11 9A/B-A6.11 1B/B-A6.11 HW-12 2, 7 13A - MULTI-PASS SLIDING (TRI-PANEL) UNIT INTERIOR (CLOSET) M 6' - 8" 6' - 0" 6' - 8" 0' - 1 3/8" <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> <varies> 13B - MULTI-PASS SLIDING (TRI-PANEL) UNIT INTERIOR (CLOSET) M 6' - 8" 8' - 0" 6' - 8" 0' - 1 3/8" WOOD PAINTED WOOD PAINTED 9B/B-A6.11 9A/B-A6.11 1B/B-A6.11 HW-13 2, 7 13C - MULTI-PASS SLIDING (TRI-PANEL) UNIT INTERIOR (CLOSET) M 6' - 8" 10' - 0" 6' - 8" 0' - 1 3/8" WOOD PAINTED WOOD PAINTED 9B/B-A6.11 9A/B-A6.11 1B/B-A6.11 HW-13 2, 7 1 1/2" = 1'-0"
1A

THRESHOLD DETAIL - EXT DOOR
6" = 1'-0"
1B

THRESHOLD DETAILS - INT DOOR
3" = 1'-0"
1C

DOOR - TYPICAL THRESHOLD
3" = 1'-0"
2A OVERHEAD DOOR - JAMB DETAIL
1/2" = 1'-0"
2B OVERHEAD DOOR - SECTION
3" = 1'-0"
3A

EXTERIOR GATE - JAMB DETAIL
3" = 1'-0"
3B

EXTERIOR GATE - THRESHOLD
3" = 1'-0"
6A EXT. H.M. DOOR 1 - JAMB DETAIL
3" = 1'-0"
4B EXT. H.M. DOOR 2 - HEAD DETAIL
3" = 1'-0"
6B EXT. H.M. DOOR 1 - HEAD DETAIL
3" = 1'-0"
4A EXT. H.M. DOOR 2 - JAMB DETAIL
3" = 1'-0"
5C EXT. UNIT ENTRY DOOR - HEAD
3" = 1'-0"
5B EXT. UNIT ENTRY DOOR - JAMB 1
3" = 1'-0"
5A EXT. UNIT ENTRY DOOR - JAMB 2
3" = 1'-0"
8A INTERIOR WOOD DOOR 2 - JAMB
3" = 1'-0"
8B INTERIOR WOOD DOOR 2 - HEAD
3" = 1'-0"
7A INTERIOR WOOD DOOR 1 - JAMB
3" = 1'-0"
7B INTERIOR WOOD DOOR 1 - HEAD
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A6.11
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - PROJECT SCHEDULES -
DOORS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004
DOOR VIEWER TO BE PROVIDED @ ALL RESIDENTIAL UNIT
ENTRY DOORS. PROVIDE ADDITIONAL VIEWER AT 43"
A.F.F. FOR ALL MOBILITY FEATURE UNIT ENTRY DOORS

NO CLOSER

SELF-CLOSING DOOR W/ SURFACE DOOR CLOSER

FIRE-RATED DOOR SHALL BE SELF CLOSING OR

AUTOMATICALLY CLOSING WHEN ACTIVATED BY FIRE
ALARM SYSTEM. UNDER NORMAL OPERATION BOTH

LEAVES TO BE HELD OPEN BY FLOOR / WALL MOUNTED

MAGNETIC DOOR HOLDERS
DOUBLE DOOR PANELS SWING IN OPPOSITE DIRECTIONS.

PUSH-PULL PANIC / FIRE EXIT HARDWARE

LEVER HARDWARE

DEADBOLT

NON-REMOVABLE HINGE PINS
10" KICKPLATE W/ SMOOTH, CONTINUOUS SURFACE

DOOR TO BE LOCATED WITHIN CONCRETE OPENING

PNEUMATICALLY ACTUATED TRASH CHUTE INTAKE DOOR,
COMPLYING W/ SECTION 11B-309.4 (AMERICAN CHUTE -

EASY WAVE INTERLOCK SYSTEM OR APPROVED EQUAL)

SIDE MOUNTED AUTOMATIC OPERATOR PER

MANUFACTURER RECCOMENDATIONS
45 MINUTE RATED FIRE GLAZING @ ALL VISION LITES
(TYPICAL ALONG EXTERIOR EGRESS BALCONY)
MINIMUM 32 STC

PROVIDE ACCESS CONTROL SYSTEM TO ALLOW
TENANTS ONLY TO OPERATE DOOR. REFER TO 7/H-A6.11.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

REFER TO DOOR SCHEDULE FOR HARDWARE SET

NUMBERS, WHICH CORRESPOND TO THOSE PROVIDED IN
PROJECT SPECIFICATION SECTION 08 71 00 / PART 3.8

THE ENTRANCE DOOR TO RESIDENTIAL UNITS FROM
INTERIOR CORRIDORS ARE REQUIRED TO HAVE A MIN.

STC RATING OF 26. (LAMINATED 1 3/4" SOLID-CORE DOORS
WITH RESILIENT STOPS AND GASKETS OR 18 GAUGE

INSULATED STEEL SLAB DOORS WITH COMPRESSION

SEALS ALL AROUND, INCLUDING THRESHOLDS WILL MEET
THIS REQUIREMENT). (1208A.2).

1. 2.

DOOR HARDWARE NOTES:
4 1/2" 2 1/4" 3/8"
1/2" 3 3/8" 5/8"
TC470 SERIES - OFFSET GLAZING

EXTERIOR INTERIOR
1" TEMPERED DOUBLE GLAZING
PANEL. SEE SAFETY GLAZING NOTES

PROVIDE POLYURETHANE SEALING GLAZING PANEL
GASKET OVER SETTING BLOCK. REFER

PER MANUFACTURER RECOMMENDATIONS
GASKET

ALUMINUM STOREFRONT

MULLION - ARCADIA
SYSTEM A470 SERIES

MULLION

PROVIDE JOINT SEALANT AT

JOINT BETWEEN STOREFRONT

FRAME AND ADJACENT SURFACE
JOINT SEALANT 2 1/4"
4 1/2"
TC470 SERIES - OFFSET GLAZING

EXTERIOR INTERIOR
1" TEMPERED DOUBLE GLAZING
PANEL. SEE SAFETY GLAZING NOTES

GLAZING PANEL

PROVIDE POLYURETHANE SEALING
GASKET OVER SETTING BLOCK. REFER

PER MANUFACTURER RECOMMENDATIONS
GASKET

ALUMINUM STOREFRONT MULLION -
ARCADIA SYSTEM A470 SERIES
MULLION 1" TEMPERED DOUBLE
GLAZING PANEL. SEE

SAFETY GLAZING NOTES

GLAZING PANEL
3/8" 2 1/4" 4 1/2"
TC470 SERIES - OFFSET GLAZING

INTERIOR

EXTERIOR
1" TEMPERED DOUBLE GLAZING
PANEL. SEE SAFETY GLAZING NOTES

GLAZING PANEL

ALUMINUM STOREFRONT MULLION -
ARCADIA SYSTEM A470 SERIES

MULLION

PROVIDE POLYURETHANE SEALING GASKET OVER SETTING
BLOCK. REFER PER MANUFACTURER RECOMMENDATIONS
GASKET

PROVIDE JOINT SEALANT AT JOINT BETWEEN

STOREFRONT FRAME AND ADJACENT SURFACE
JOINT SEALANT 2 1/4" 3/8" 4 1/2"
TC470 SERIES - OFFSET GLAZING

EXTERIOR INTERIOR
1" TEMPERED DOUBLE GLAZING
PANEL. SEE SAFETY GLAZING NOTES

GLAZING PANEL

PROVIDE POLYURETHANE SEALING
GASKET OVER SETTING BLOCK. REFER

PER MANUFACTURER RECOMMENDATIONS
GASKET

ALUMINUM STOREFRONT

MULLION - ARCADIA
SYSTEM A470 SERIES

MULLION

PROVIDE JOINT SEALANT AT

JOINT BETWEEN STOREFRONT

FRAME AND ADJACENT SURFACE

JOINT SEALANT
TC470 SERIES - OFFSET GLAZING 4 1/2"
2 1/4"
1" TEMPERED DOUBLE GLAZING
PANEL. SEE SAFETY GLAZING NOTES

GLAZING PANEL

ALUMINUM STOREFRONT MULLION -
ARCADIA SYSTEM A470 SERIES

MULLION

PROVIDE POLYURETHANE SEALING GASKET OVER SETTING
BLOCK. REFER PER MANUFACTURER RECOMMENDATIONS
GASKET

INTERIOR

EXTERIOR

INTERIOR INTERIOR
4 1/2" 1 3/4"
A450 SERIES - CENTER GLAZING
1/4" SINGLE TEMPERED GLAZING
PANEL. SEE SAFETY GLAZING NOTES

PROVIDE POLYURETHANE SEALING GASKET GLAZING PANEL
OVER SETTING BLOCK. REFER PER

MANUFACTURER RECOMMENDATIONS
GASKET

ALUMINUM STOREFRONT
MULLION - ARCADIA SYSTEM A450

MULLION PROVIDE JOINT SEALANT AT JOINT BETWEEN

STOREFRONT FRAME AND ADJACENT SURFACE

JOINT SEALANT
TGP FIREFRAMES - 60 TO 120 MIN. 2 1/4" 3/8"
4 1/2"

EXTERIOR INTERIOR
1" FIRE RATED GLAZING. SEE

SAFETY GLAZING NOTES

PROVIDE POLYURETHANE SEALING GASKET GLAZING PANEL

OVER HARDWOOD SPACER W/ INTUMESCENT

PAINT BETWEEN PANE AND SPACER
GASKET

UL FIRE-RATED STEEL
FRAME W/ PAINTED FINISH.

SEE FINISH SCHEDULE FOR

MORE INFORMATION

MULLION

PROVIDE JOINT SEALANT & BACKER ROD

W/ MINERAL WOOL THROUGHOUT CAVITY
FIRESTOPPING 2 1/4"
4 1/2"
TGP FIREFRAMES - 60 TO 120 MIN.

EXTERIOR INTERIOR
1" FIRE RATED GLAZING. SEE

SAFETY GLAZING NOTES

GLAZING PANEL

PROVIDE POLYURETHANE SEALING

GASKET OVER HARDWOOD SPACER W/

INTUMESCENT PAINT BETWEEN PANE AND
SPACER. TYPICAL ON BOTH SIDES
GASKET

UL FIRE-RATED STEEL FRAME W/
PAINTED FINISH. SEE FINISH

SCHEDULE FOR MORE INFORMATION

MULLION PROVIDE POLYURETHANE SEALING

GASKET OVER HARDWOOD

SPACER W/ INTUMESCENT PAINT

BETWEEN PANE AND SPACER

VTLTG GASKET

INTERIOR INTERIOR
4 1/2" 1 3/4"
A450 SERIES - CENTER GLAZING
1/4" SINGLE TEMPERED GLAZING
PANEL. SEE SAFETY GLAZING NOTES

GLAZING PANEL

PROVIDE POLYURETHANE SEALING GASKET
OVER SETTING BLOCK. REFER PER

MANUFACTURER RECOMMENDATIONS
GASKET

ALUMINUM STOREFRONT
MULLION - ARCADIA SYSTEM A450

MULLION
1/4" SINGLE TEMPERED
GLAZING PANEL. SEE

SAFETY GLAZING NOTES

GLAZING PANEL

PROVIDE POLYURETHANE SEALING GASKET
OVER SETTING BLOCK. REFER PER

MANUFACTURER RECOMMENDATIONS
GASKET
TGP FIREFRAMES - 60 TO 120 MIN.
2 1/4" 3/8" 4 1/2"

INTERIOR

EXTERIOR
1" FIRE RATED GLAZING. SEE

SAFETY GLAZING NOTES

GLAZING PANEL
UL FIRE-RATED STEEL FRAME W/ PAINTED FINISH.

SEE FINISH SCHEDULE FOR MORE INFORMATION

MULLION

PROVIDE POLYURETHANE SEALING GASKET

OVER HARDWOOD SPACER W/ INTUMESCENT

PAINT BETWEEN PANE AND SPACER
GASKET

PROVIDE JOINT SEALANT & BACKER ROD

W/ MINERAL WOOL THROUGHOUT CAVITY

FIRESTOPPING

INTERIOR
A450 SERIES - CENTER GLAZING 4 1/2"
1 3/4"
1/4" SINGLE TEMPERED GLAZING
PANEL. SEE SAFETY GLAZING NOTES

GLAZING PANEL

ALUMINUM STOREFRONT
MULLION - ARCADIA SYSTEM A450

MULLION

PROVIDE POLYURETHANE SEALING GASKET OVER SETTING
BLOCK. REFER PER MANUFACTURER RECOMMENDATIONS
GASKET

PROVIDE JOINT SEALANT AT JOINT BETWEEN

STOREFRONT FRAME AND ADJACENT SURFACE

JOINT SEALANT

INTERIOR
A450 SERIES - CENTER GLAZING
INT.

EXT.
1 3/4" 4 1/2"
1/4" SINGLE TEMPERED GLAZING
PANEL. SEE SAFETY GLAZING NOTES

GLAZING PANEL

ALUMINUM STOREFRONT
MULLION - ARCADIA SYSTEM A450

MULLION

PROVIDE POLYURETHANE SEALING GASKET OVER SETTING
BLOCK. REFER PER MANUFACTURER RECOMMENDATIONS
GASKET
TGP FIREFRAMES - 60 TO 120 MIN.
2 1/4" 4 1/2"
1" FIRE RATED GLAZING. SEE

SAFETY GLAZING NOTES

GLAZING PANEL
UL FIRE-RATED STEEL FRAME W/ PAINTED FINISH.

SEE FINISH SCHEDULE FOR MORE INFORMATION

MULLION

PROVIDE POLYURETHANE SEALING GASKET OVER HARDWOOD

SPACER W/ INTUMESCENT PAINT BETWEEN PANE AND SPACER
GASKET 2 1/4" 3/8" 4 1/2"
TGP FIREFRAMES - 60 TO 120 MIN.

EXTERIOR INTERIOR
1" FIRE RATED GLAZING. SEE

SAFETY GLAZING NOTES

GLAZING PANEL

PROVIDE POLYURETHANE SEALING GASKET

OVER HARDWOOD SPACER W/ INTUMESCENT

PAINT BETWEEN PANE AND SPACER
GASKET

UL FIRE-RATED STEEL
FRAME W/ PAINTED FINISH.

SEE FINISH SCHEDULE FOR

MORE INFORMATION

MULLION

PROVIDE JOINT SEALANT & BACKER ROD

W/ MINERAL WOOL THROUGHOUT CAVITY

FIRESTOPPING
INTERIOR 1 7/8"INTERIOR
5"
A450 SERIES - CENTER GLAZING
1/4" SINGLE TEMPERED GLAZING
PANEL. SEE SAFETY GLAZING NOTES

GLAZING PANEL

PROVIDE POLYURETHANE SEALING GASKET
OVER SETTING BLOCK. REFER PER

MANUFACTURER RECOMMENDATIONS
GASKET

ALUMINUM STOREFRONT
MULLION - ARCADIA SYSTEM A450

MULLION

PROVIDE JOINT SEALANT AT JOINT BETWEEN

STOREFRONT FRAME AND ADJACENT SURFACE

JOINT SEALANT
12' - 6" 10' - 6"
3' - 4" 4' - 10" 4' - 4" 3' - 2 1/4" 7' - 3 3/4"
1E
B-A6.21
1C
B-A6.21
1B
B-A6.21
1A
B-A6.21
1D
B-A6.21
16' - 0" 10' - 6"
2' - 9 3/4" 13' - 2 1/4" 7' - 3 3/4" 3' - 2 1/4"
1E
B-A6.21
1C
B-A6.21
1B
B-A6.21
1A
B-A6.21

EQ EQ EQ EQ
1D
B-A6.21
6A 9' - 6" 8' - 0" 1' - 6"
5' - 8"
3' - 4" 2' - 4"
1E
B-A6.21
1C
B-A6.21
1A
B-A6.21
6' - 0"
3' - 0" 3' - 0" 9' - 6" 8' - 0" 1' - 6"
1E
B-A6.21
1C
B-A6.21
1A
B-A6.21
1D
B-A6.21 9' - 6" 9' - 0" 6"
11' - 0"
3' - 8" 3' - 8" 3' - 8"
1C
B-A6.21
1A
B-A6.21
1E
B-A6.21
1D
B-A6.21
33' - 6 1/2"
33' - 6 1/2" 7' - 11 1/16"
1C
B-A6.21
1E
B-A6.21
1D
B-A6.21
1A
B-A6.21 9' - 6"
6' - 0"
3' - 3 3/4" 2' - 8 1/4" 7' - 3 3/4" 2' - 2 1/4"
1A
B-A6.21
1E
B-A6.21
1C
B-A6.21
6A
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
As indicated
B-A6.21
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - PROJECT SCHEDULES -

STOREFRONT
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

STOREFRONT SCHEDULE
MARK Fire Rating ROOM NAME

STOREFRONT FRAME
LENGTH HEIGHT GLAZING FRAME MATERIAL FRAME FINISH HEAD JAMB SILL VERT MUL HORZ MUL ELEVATION REF. KEYNOTES 102-A - MANAGER UNIT 102 6' - 0" 9' - 6" DOUBLE GLAZING ALUMINUM ANODIZED, DARK BRONZE 1C/A6.21 1E/A6.21 1A/A6.21 1D/A6.21 1B/A6.21 6A/A6.21 1, 2, 3 111-A - LEASING OFFICE 111 5' - 8" 9' - 6" DOUBLE GLAZING ALUMINUM ANODIZED, DARK BRONZE 1C/A6.21 1E/A6.21 1A/A6.21 1D/A6.21 1B/A6.21 5A/A6.21 1, 2, 3 111-B - LEASING OFFICE 111 6' - 0" 8' - 0" DOUBLE GLAZING ALUMINUM ANODIZED, DARK BRONZE 1C/A6.21 1E/A6.21 1A/A6.21 1D/A6.21 1B/A6.21 5B/A6.21 1, 2, 3 111-C - LEASING OFFICE 111 11' - 0" 9' - 0" DOUBLE GLAZING ALUMINUM ANODIZED, DARK BRONZE 1C/A6.21 1E/A6.21 1A/A6.21 1D/A6.21 1B/A6.21 5C/A6.21 1, 2, 3 112-A - COMMUNITY ROOM 112 12' - 6" 10' - 6" DOUBLE GLAZING ALUMINUM ANODIZED, DARK BRONZE 1C/A6.21 1E/A6.21 1A/A6.21 1D/A6.21 1B/A6.21 4A/A6.21 1, 2, 3 112-B - COMMUNITY ROOM 112 16' - 0" 10' - 6" DOUBLE GLAZING ALUMINUM ANODIZED, DARK BRONZE 1C/A6.21 1E/A6.21 1A/A6.21 1D/A6.21 1B/A6.21 4B/A6.21 1, 2, 3 113-A - LAUNDRY ROOM 113 33' - 6 1/2" 1' - 1" DOUBLE GLAZING ALUMINUM ANODIZED, DARK BRONZE 1C/A6.21 1E/A6.21 1A/A6.21 1D/A6.21 1B/A6.21 7A/A6.21 1, 2, 3 3" = 1'-0"
1C

STOREFRONT HEAD - EXTERIOR
3" = 1'-0"
1B
STOREFRONT HORIZ. - EXTERIOR
3" = 1'-0"
1E

STOREFRONT JAMB - EXTERIOR
3" = 1'-0"
1A

STOREFRONT SILL - EXTERIOR
3" = 1'-0"
1D
STOREFRONT VERT. - EXTERIOR
3" = 1'-0"
3C STOREFRONT HEAD - INTERIOR
3" = 1'-0"
2C

STOREFRONT HEAD - FR RATED
3" = 1'-0"
2B
STOREFRONT HORIZ. - FR RATED
3" = 1'-0"
3B STOREFRONT HORIZ. - INTERIOR
3" = 1'-0"
2E

STOREFRONT JAMB - FR RATED
3" = 1'-0"
3E STOREFRONT JAMB - INTERIOR
3" = 1'-0"
3D STOREFRONT VERT. - INTERIOR
3" = 1'-0"
2D

STOREFRONT VERT - FR RATED
3" = 1'-0"
2A

STOREFRONT SILL - FIRE RATED
3" = 1'-0"
3A STOREFRONT SILL - INTERIOR
EXTERIOR STOREFRONT (TC470 SERIES - OFFSET GLAZING)

TEMPERED GLAZING
STC 40 / U-FACTOR 0.50 / SHCG 0.28]

1. 2.

3. ALL DETAIL SHOWN FOR REFERENCE / COORDINATION
ONLY. REFER TO STOREFRONT MANUFACTURER
STANDARDS AND RECOMMENDATIONS.

GENERAL CONTRACTOR SHALL PROVIDE CMAST VALUES

FOR ALL STOREFRONT GLAZING FOR ON-SITE REVIEW

1. 2.

GENERAL NOTES:

EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS

LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURERS

DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,

THE MANUFACTURER OR INSTALLER AND THE SAFETY
GLAZING STANDARD. THE FOLLOWING SHALL BE

CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE
PURPOSE OF SAFETY GLAZING. GLAZING IN:

SAFETY GLAZING NOTES

SWING DOORS

FIXED AND SLIDING PANELS OF SLIDING DOOR

ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD

CLOSET DOOR ASSEMBLIES

STORM DOORS

UNFRAMED SWINGING DOORS

DOORS AND ENCLOSURES FOR HOT TUBES, WHIRLPOOLS,
SAUNAS. STEAM ROMS, BATHTUBS, AND SHOWERS.

FIXED OR OPERABLE PANELS ADJACENT TO A DOOR

WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS
WITHIN 24 INCHES (610 MM) ARC OF EITHER VERTICAL

EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE

THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS
THAN 60 INCHES (1525 MM) ABOVE THE WALKING
SURFACE. READ CODE FOR EXCEPTIONS

FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED

IN ITEMS E AND F, WHICH MEETS ALL OF THE

FOLLOWING CONDITIONS (READ CODE FOR
EXCEPTION WITH SPECIAL INSTALLATION).

ONE OR MORE WALKING SURFACES WITHIN 36 INCHES
(914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING.

GUARDS AND RAILINGS REGARDLESS OF AREA OR
HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE

STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL
IN-FILL PANELS.

WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR

SWIMMING POOLS AND SPAS WHERE ALL OF THE
FOLLOWING CONDITIONS ARE PRESENT:

ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS
WITHIN 36 INCHES HORIZONTALLY OF A WALKING
SURFACE; WHEN THE EXPOSED SURFACE OF THE
GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF

THE ADJACENT WALKING SURFACE (READ CODE FOR
EXCEPTION WITH SPECIAL INSTALLATION).

ADJACENT TO STAIRWAYS WITHIN 60 INCHES

HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY

IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF
THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE

OF THE TREAD (READ CODE FOR EXCEPTION WITH

SPECIAL INSTALLATION)
A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

EXPOSED AREA OF AN INDIVUDAL PANE
GREATER THAN 9 SQUARE FEET (0.84 M2).

EXPOSED BOTTOM EDGE LESS THAN 18 INCHES
(457 MM) ABOVE THE FLOOR
EXPOSED TOP EDGE GREATER THAN 36 INCHES
(914 MM) ABOVE THE FLOOR
i.
ii.
iii.

THE BOTTOM EDGE OF THE GLAZING IS LESS THAN
60 INCHES (1525 MM) ABOVE A WALKING SURFACE
ON THE POOL OR SPA SIDE OF THE GLAZING.

THE GLAZING IS WITHIN 60 UNCHES (1525 MM) OF A

SWIMMING POOL OR SPA WATER'S EDGE
i.
ii.
1/4" = 1'-0"
4A
112-A - ELEVATION
1/4" = 1'-0"
4B
112-B - ELEVATION
1/4" = 1'-0"
5A
111-A - ELEVATION
1/4" = 1'-0"
5B 111-B - ELEVATION
1/4" = 1'-0"
5C 111-C - ELEVATION
1/4" = 1'-0"
7A 113-A - ELEVATION
1/4" = 1'-0"
6A 102-A - ELEVATION
Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

KEYNOTES
B-A6.31
-
02/17/2026
Author
Checker
600 N. ROSEMEAD
AVE

BUILDING B - PROJECT SCHEDULES -

MATERIALS AND FINISHES
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 10/22/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

EXTERIOR FINISHES SCHEDULE

METAL AWNINGS

NAME / ITEM MATERIAL / COLOR / STYLE REMARKS
CMU PLANTERS BURNISHED BLOCK @ EXTERIOR FACE

SIDE YARD CONCRETE WALKS CAST-IN PLACE CONCRETE GRAY COLOR COURTYARD FLOORS SOLACHROME TOPPING SLAB (SEE SPECIFICATIONS) SEE LANDSCAPE PLANS + COLOR KEY PLAN

EXTERIOR WALKWAY CEILINGS AND FASCIA PORTLAND CEMENT PLASTER / STUCCO,

PAINTED FINISH

SEE COLOR ELEVATIONS
EXTERIOR WALKWAY FLOORS ELASTOMERIC DECK COATING W/ "CLASS A" FLAME SPREAD RATING.

SEE COLOR KEY PLANS
EXTERIOR WALKWAY RAILING SHOP PRIMER / EXT. PAINT - DUNN EDWARDS

INTERIOR STAIR - RAILINGS / FRAME STRUCTURAL EXPOSED CONCRETE INTERIOR STAIR - LANDING / RISERS PERFORATED METAL / EXT. PAINT - DUNN EDWARDS 3 COATS OF PAINT EXTERIOR STAIR - RAILINGS / FRAME SHOP PRIMER / EXT. PAINT - DUNN EDWARDS 3 COATS OF PAINT

EXTERIOR STAIR - LANDING / RISERS STRUCTURAL EXPOSED CONCRETE SHOP PRIMER / EXT. PAINT - DUNN EDWARDS

DARK GRAY
3 COATS OF PAINT
3 COATS OF PAINT

KEYNOTES
3 COATS OF PAINT 2
3 COATS OF PAINT
2 -
-
-2
-
-
-
-
- SHADED PATIO PORTLAND CEMENT PLASTER / STUCCO,

PAINTED FINISH

SEE COLOR ELEVATIONS
PROVIDE ACOUSTIMAT SUB FLOORING AT ALL INTERIOR ROOMS WITH WOOD FLOOR STRUCTURE.

INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 802 OF THE BUILDING CODE AND PER THE FOLLOWING SCHEDULE:

1. 2.

OCCUPANCY EXIT ENCL/PASSAGEWAY CORRIDORS ROOMS/ENCL SPACES A3 CLASS B CLASS B CLASS C
R2 CLASS C CLASS C CLASS C

S CLASS B CLASS C CLASS C
INTERIOR MATERIAL NOTES:

FINISH SCHEDULE - RESIDENTIAL UNITS (TYP.)

LIVING / KITCHEN / DINING UNIT INTERIOR

UNIT INTERIOR

UNIT INTERIOR

UNIT INTERIOR

BEDROOM (MASTER, SINGLE)
CLOSETS (BEDROOMS, TYP.)

LINEN CLOSETS

BATHROOM (MASTER, SINGLE)

STORAGE CLOSETS

UNIT INTERIOR

UNIT INTERIOR

PER PLAN

PER PLAN

PER PLAN

PER PLAN

PER PLAN

PER PLAN
ROOM NO. ROOM NAME LOCATION CEILING FINISH WALL FINISH FLOOR FINISH BASE FINISH KEYNOTES PAINTED G.W.B. PAINTED G.W.B. VINYL PLANK WOOD 1, 4
PAINTED G.W.B. PAINTED G.W.B. VINYL PLANK WOOD 1, 4
PAINTED G.W.B. PAINTED G.W.B. VINYL PLANK VINYL
PAINTED G.W.B. PAINTED G.W.B. VINYL PLANK WOOD
PAINTED G.W.B. PAINTED G.W.B. VINYL PLANK WOOD
PAINTED G.W.B. PAINTED G.W.B. VINYL PLANK WOOD
PER PLAN PANTRY UNIT INTERIOR PAINTED G.W.B. PAINTED G.W.B. VINYL PLANK WOOD FINISH SCHEDULE - EXTERIOR CORRIDOR UTILITY SPACES / CLOSETS (TYP.)

IDF CLOSETS EXTERIOR WALKWAYS

MAINTENANCE ROOMS EXTERIOR WALKWAYS

PER PLAN

PER PLAN
ROOM NO. ROOM NAME LOCATION CEILING FINISH WALL FINISH FLOOR FINISH BASE FINISH KEYNOTES PAINTED G.W.B. PAINTED G.W.B. VCT TILE N/A 3
PAINTED G.W.B. PAINTED G.W.B. VCT TILE N/A
PER PLAN JANITORIAL ROOMS EXTERIOR WALKWAYS PAINTED G.W.B. PAINTED G.W.B. VCT TILE N/A 3 3
1, 4
1, 4
1, 4
1, 4
1, 4

EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL

BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR
GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR

SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT THAT IS
ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10

FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT
OF 30 INCHES ABOVE THE FLOOR LEVEL (2022 CBC 1204.1)

PROVIDE STAIRWAY ILLUMINATION OF MINIMUM
1 FOOTCANDLE AT TREAD RUNS (2022 CBC 1204.4)

MATERIALS USED AS A BASE FOR WALL TILE IN TUB AND

SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER
AREAS SHALL BE OF MATERIALS LISTED IN TABLE 2509.2 AND

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. WATER-RESISTANT GYPSUM BACKING

BOARD SHALL BE USED AS A BASE FOR TILE IN WATER

CLOSET COMPARTMENT WALLS WHEN INSTALLED IN
ACCORDANCE WITH GA-216 OR ASTM C840 AND THE
MANUFACTURER'S RECOMMENDATIONS. REGULAR GYPSUM

WALLBOARD IS PERMITTED UNDER TILE OR WALL PANELS IN

OTHER WALL AND CEILING AREAS WHEN INSTALLED IN
ACCORDANCE WITH GA-216 OR ASTM C840 (CBC 2509.2)
WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS,

URINALS, AND WATER CLOSETS SHALL HAVE A SMOOTH,

HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS
THAN 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR

STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH

WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY
AFFECTED BY MOISTURE (2022 CBC 1202.2.2)
TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CERAMIC

TILE, OR OTHER APPROVED MATERIAL THAT EXTENDS
UPWARD ONTO THE WALLS AT LEAST 4".(2022 CBC 1202.2.2)

NONABSORBENT FINISH AT INTERIOR FLOORS AND WALLS
WITHIN MIN. 2' OF AND PERPENDICULAR TO NEW EXTERIOR
ENTRIES OPEN TO FOOT TRAFFIC.

A.

B.

C.

D.

E.

F.

EGGSHELL FINISH AT ALL INTERIOR WALLS U.N.O (SEE BELOW) FLAT FINISH AT ALL INTERIOR CEILINGS U.N.O. (SEE BELOW)

SEMI-GLOSS FINISH AT ALL INTERIOR KITCHEN WALLS,

BATHROOM WALLS, AND BATHROOM CEILINGS
G.

H.

J.

INTERIOR PAINTING SHEEN NOTES

GLOSSY FINISH AT ALL EXTERIOR METAL ELEMENTS

SEMI-GLOSS FINISH AT ALL EXTERIOR STUCCO (WHERE NOTED)

SEMI-GLOSS FINISH AT ALL EXTERIOR DOORS
K.

L.

M.

EXTERIOR PAINTING SHEEN NOTES

FINISH SCHEDULE - NON-RESIDENTIAL SPACES - BELOW GRADE
ROOM NO. ROOM NAME LOCATION CEILING FINISH WALL FINISH FLOOR FINISH BASE FINISH KEYNOTES Scale

PROJECT NUMBER
Date
Drawn by
Checked by
The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions.

PROJECT NAME:

DRAWING TITLE:

LOS ANGELES, CA 90039
2902 KNOX AVE, 2ND FLOOR
TEL : 323.255.4343
FAX : 323.255.4848
WWW.FSYARCHITECTS.COM
[email protected]
PROJECT ADDRESSES:

NOT FOR CONSTRUCTION
CLIENT NAME: CLIENT ADDRESS:

B-A11.01
-
02/17/2026

SD, TD, AZ
SD
600 N. ROSEMEAD
AVE

PRODUCT CUT SHEETS
600 N. ROSEMEAD AVE,
PASADENA CA 91107
PLAN CHECK SUBMISSION #1
ELYSIAN HOUSING 01/24/25
584 1/2 N. Larchmont Blvd.

Los Angeles, CA 90004

DESIGN REVIEW

03.09.2026 DWG. NO. DRAWING TITLE SCALE A-L0.00 TITLE SHEET NTS A-L0.20 SITE REFERENCE PLANS 1" = 20'-0" A-L BUILDING A LANDSCAPE A-L2.03 BUILDING A.2 - CONSTRUCTION PLAN - LEVEL 2 1/8" = 1'-0" A-L2.04 BUILDING A.1 - CONSTRUCTION PLAN - LEVEL 3 1/8" = 1'-0" A-L3.00 BUILDING A - PLANTING LEGEND AND PALETTE NTS A-L3.03 BUILDING A.2 - PLANTING PLAN - LEVEL 2 1/8" = 1'-0" A-L3.04 BUILDING A.1 - PLANTING PLAN - LEVEL 3 1/8" = 1'-0" A-L4.03 BUILDING A.2 - LIGHTING PLAN - LEVEL 2 1/8" = 1'-0" A-L4.04 BUILDING A.1 - LIGHTING PLAN - LEVEL 3 1/8" = 1'-0" B-L BUILDING B LANDSCAPE B-L2.02 BUILDING B - CONSTRUCTION PLAN - LEVEL 1 1/8" = 1'-0" B-L2.05 BUILDING B - CONSTRUCTION PLAN - LEVEL 5 1/8" = 1'-0" B-L3.00 BUILDING B - PLANTING LEGEND AND PALETTE NTS B-L3.02 BUILDING B - PLANTING PLAN - LEVEL 1 1/8" = 1'-0" B-L3.05 BUILDING B - PLANTING PLAN - LEVEL 5 1/8" = 1'-0" B-L4.02 BUILDING B - LIGHTING PLAN - LEVEL 1 1/8" = 1'-0" B-L4.05 BUILDING B - LIGHTING PLAN - LEVEL 5 1/8" = 1'-0" SHEET INDEX ROSEMEAD FAMILY APARTMENTS DESIGN REVIEW MARCH 9, 2026 Scale PROJECT NUMBER Date Drawn by Checked by The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project withoutthe written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions. PROJECT NAME: DRAWING TITLE: LOS ANGELES, CA 90039 2902 KNOX AVE, 2ND FLOOR TEL : 323.255.4343 FAX : 323.255.4848 WWW.FSYARCHITECTS.COM [email protected] PROJECT ADDRESSES: NOT FOR CONSTRUCTION CLIENT NAME: CLIENT ADDRESS: As Noted- 03/09/2026 600 N. ROSEMEAD AVE 600 N. ROSEMEAD AVE, PASADENA CA 91107 CONSOLIDATED DESIGN REVIEW ELYSIAN HOUSING 02/13/26
[pakshong landscape and architectural collaborative] 8590 national blvd culver city ca 90232 310 450 8100A-L0.00 TITLE SHEET N ROSEMEAD BLVD. 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B SB SB B-G3.062A N ROSEMEAD BLVD. UP UP SINK REF Scale PROJECT NUMBER Date Drawn by Checked by The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project withoutthe written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions. PROJECT NAME: DRAWING TITLE: LOS ANGELES, CA 90039 2902 KNOX AVE, 2ND FLOOR TEL : 323.255.4343 FAX : 323.255.4848 WWW.FSYARCHITECTS.COM [email protected] PROJECT ADDRESSES: NOT FOR CONSTRUCTION CLIENT NAME: CLIENT ADDRESS: As Noted- 03/09/2026 600 N. ROSEMEAD AVE 600 N. ROSEMEAD AVE, PASADENA CA 91107 CONSOLIDATED DESIGN REVIEW ELYSIAN HOUSING 02/13/26
[pakshong landscape and architectural collaborative] 8590 national blvd culver city ca 90232 310 450 8100A-L0.20 LANDSCAPE REFERENCE PLANS N 1 SITE REFERENCE PLN SCALE: 1" = 20'-0" A-L3.03 A-L2.03 A-L3.04 A-L2.04 B-L3.02 B-L2.02 BUILDING A LEVEL 2: 5680 SF LEVEL 3: 4700 SF TOTAL: 10,380 SF BUILDING B LEVEL 1: 6000 SF LEVEL 5: 715 SF TOTAL: 6715 SF PLANTING AREA (EXCLUDES EX. HILLSIDE VEGETATION TO REMAIN) B C MATCH LINE:

MATCH LINE: BMATCH LINE: MATCH LINE: SEE A-A2.05 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B 1B SB 1A 1A SB B-G3.062A N ROSEMEAD BLVD. Scale PROJECT NUMBER Date Drawn by Checked by The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project withoutthe written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions. PROJECT NAME: DRAWING TITLE: LOS ANGELES, CA 90039 2902 KNOX AVE, 2ND FLOOR TEL : 323.255.4343 FAX : 323.255.4848 WWW.FSYARCHITECTS.COM [email protected] PROJECT ADDRESSES: NOT FOR CONSTRUCTION CLIENT NAME: CLIENT ADDRESS: As Noted- 03/09/2026 600 N. ROSEMEAD AVE 600 N. ROSEMEAD AVE, PASADENA CA 91107 CONSOLIDATED DESIGN REVIEW ELYSIAN HOUSING 02/13/26
[pakshong landscape and architectural collaborative] 8590 national blvd culver city ca 90232 310 450 8100A-L2.03 BUILDING A.2 CONSTRUCTION PLAN LEVEL 2 NEW SECURITY FENCE OMEGA OR SIM. LANDSCAPE AREA NEW SCOPE OF WORK BOUNDARY ALUM. PLANTER 2'-6" EX. CONC. PAVING TO REMAIN NEW CONC. PAVING INFILL TO MATCH EX., TYP. EX. UTILITY TO REMAIN LANDSCAPE BOULDER, TYP. RAISED PLANER W/ CMU WALLS DECORATIVE GFRC POTS, TYP. GREENFORM, KORNEGAY, TOURNESOL, OR SIM. BUILT-IN BENCH SEATING NEW TRANSFORMER VAULT PROPERTY LINE PROPERTY LINE SEE LEVEL 3 LANDSCAPE PLAN 1 LEVEL 2 CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" N EX. CONC. & COBBELSTONE PAVING TO REMAIN EX. SITE WALLS TO REMAIN EX. CONC. DRIVEWAY OMEGA FENCE EX. CONC. @ BACK PATIO EX.PAVING AT BACK PATIO BUILT-IN BENCH GFRC PLANTER NEW CONCRETE SURRONDING VAULT EX. CONCRETE DRIVEWAY BMATCH LINE:

MATCH LINE: Scale PROJECT NUMBER Date Drawn by Checked by The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project withoutthe written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions. PROJECT NAME: DRAWING TITLE: LOS ANGELES, CA 90039 2902 KNOX AVE, 2ND FLOOR TEL : 323.255.4343 FAX : 323.255.4848 WWW.FSYARCHITECTS.COM [email protected] PROJECT ADDRESSES: NOT FOR CONSTRUCTION CLIENT NAME: CLIENT ADDRESS: As Noted- 03/09/2026 600 N. ROSEMEAD AVE 600 N. ROSEMEAD AVE, PASADENA CA 91107 CONSOLIDATED DESIGN REVIEW ELYSIAN HOUSING 02/13/26
[pakshong landscape and architectural collaborative] 8590 national blvd culver city ca 90232 310 450 8100 PROPERTY LINE

PROPERTY LINE
PROPERTY LINE EX. WATER FEATURE TO BE RESTORED W/ RECIRCULATING PUMP NEW SECURITY FENCE VINYL-COATED METAL OMEGA OR SIM. WOOD RAISED GARDEN BEDS EX. CONC. PAVING EX. TREE WELL TO REMAIN EX. CONC. PAVING SEE LEVEL 2 LANDSCAPE PLAN A-L2.04 BUILDING A.1 CONSTRUCTION PLAN LEVEL 3 1 LEVEL 3 CONSTRUCTION PLAN SCALE: 1/8" = 1'-0" N DG OR LANDSCAPE GRAVEL EX. CONC. PAVING EX. LANDSCAPE WALL EX. LANDSCAPE WALL EX. FENCE EX. LANDSCAPE WALL EX. CONC. PAVING OMEGA FENCE EX. BRICK STEPS AND LANDSCAPE WALL EX. CONC. PAVING AND LANDSCAPE WALL EX. CONC. PAVING AND LANDSCAPE WALL NEW PLANTING AREA SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY PLANT SIZE SPACING EXPOSURE WUCOLS TREES Existing Tree - - - - - - - Existing Protected Tree - - - - - - - Arbutus 'Marina' Marina Strawberry Tree 24" Box 4 40-50' H x 25-40' W PER PLAN Sun Mod Arctostaphylos manzanita 'Dr. Hurd' Dr. Hurd Manzanita 15 Gal. 3 12-16' H x 10-15' W PER PLAN Sun or Shade Low Ceanothus 'Ray Hartman' Ray Hartman Ceanothus 15 Gal. - 12-20' H x 10-20' W 15' Sun Low Cercis occidentalis Western Redbud 24" Box 8 12-20' H x 10-15' W PER PLAN Sun or Shade Low Platanus racemosa California Sycamore 48" Box - 40-60' H x 40-50' W PER PLAN Sun Mod SHRUBS Arbutus unedo 'Compacta' Dwarf Strawberry Tree 15 Gal. 11 6-8' H x 5-6' W PER PLAN Sun/Part Shade Low Arctostaphylos 'John Dourley' Mazanita 5 gal. 10 1-3'H x 4-6'W Sun Baccharis pilularis ssp. consanguinea Coyote Brush 5 Gal. - 6' H x 8' W 8' Sun Low Ceanothus 'Concha' Concha Ceanothus 15 Gal. - 6-8' H x 6-12' W 10' Sun Low Dendromecon harfordii Island Bush Poppy 15 Gal. 2 6-10' H x 6-12' W 9' Sun Low Encelia californica California Bush Sunflower 5 Gal. - 3-4' H x 4-5' W 4.5' Sun Low Eriogonum grande var. rubescens San Miguel Island Buckwheat 5 Gal. 17 1-2' H x 2-3' W 2.5' Sun Low Prunus ilicifolia ssp. lyonii Catalina Cherry 15 Gal. - 15-25' H x 10-15' W 12' Sun or Shade Low Rosa californica California Rose 5 Gal. 92 4-8' H x Spreading 4' Sun or Shade Low Salvia leucophylla 'Point SalSpreader' Purple Sage 5 Gal. 1 2-3' H x 8-10' W 9' Sun Low Solanum xanti 'Mountain Pride' Purple Nightshade 5 Gal. 18 1-3' H x 2-3' W 2.5' PS/Shade (Oaks) Low Trichostema 'Midnight Magic' Midnight Magic Blue Curls 5 Gal. 5 3-5' H x 3-5' W 4.5' Sun Low Verbena lilacina 'De La Mina' Cedros Island Verbena 5 Gal. 75 1-2' H x 3-4' W 3.5' Part Shade Low GROUNDCOVER & VINES Baccharis pilularis 'Pigeon Point' Dwarf Coyote Brush 5 Gal. 66 1-2' H x 8-10' W PER PLAN Sun Low Clematis lasiantha Chaparral Clematis 5 Gal. 53 Vine up to 15' H PER PLAN Sun or Shade Low Ficus pumila Creeping Fig 5 Gal. 5 Climbing x Spreading PER PLAN Sun or Shade Mod Rubus ursinus California Blackberry 5 Gal. - 2-6' H x 6' W 4' Sun or Shade Mod Salvia sonomensis 'Mrs. Beard' Mrs. Beard Creeping Sage 5 Gal. 32 1-2' H x 6-8'W 5' Part Shade Low Salvia 'Dara's Choice' Dara's Choice Sage 5 Gal. 47 1-2' H - 3-6'W 4' Sun/Part Shade Low LEVEL TWO PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY PLANT SIZE SPACING EXPOSURE WUCOLS TREES Existing Tree - - - - - - - Existing Protected Tree - - - - - - - Arbutus 'Marina' Marina Strawberry Tree 24" Box 0 40-50' H x 25-40' W PER PLAN Sun Mod Arctostaphylos manzanita 'Dr. Hurd' Dr. Hurd Manzanita 15 Gal. 1 12-16' H x 10-15' W PER PLAN Sun or Shade Low Ceanothus 'Ray Hartman' Ray Hartman Ceanothus 15 Gal. 2 12-20' H x 10-20' W 15' Sun Low Cercis occidentalis Western Redbud 24" Box 0 12-20' H x 10-15' W PER PLAN Sun or Shade Low Citrus Citrus Variety - Container 24" Box 1 - PER PLAN Sun Mod Platanus racemosa California Sycamore 48" Box 0 40-60' H x 40-50' W PER PLAN Sun Mod SHRUBS Arbutus unedo 'Compacta' Dwarf Strawberry Tree 15 Gal. 5 6-8' H x 5-6' W PER PLAN Sun/Part Shade Low Baccharis pilularis ssp. consanguinea Coyote Brush 5 Gal. - 6' H x 8' W 7' Sun Low Ceanothus 'Concha' Concha Ceanothus 15 Gal. 3 6-8' H x 6-12' W 10' Sun Low Dendromecon harfordii Island Bush Poppy 15 Gal. 1 6-10' H x 6-12' W 9' Sun Low Encelia californica California Bush Sunflower 5 Gal. 37 3-4' H x 4-5' W 4.5' Sun Low Eriogonum grande var. rubescens San Miguel Island Buckwheat 5 Gal. 35 1-2' H x 2-3' W 2.5' Sun Low Heteromeles arbutiflora Toyon - Clipped Hedge 15 Gal. 12 15-20' H x 10'-15' W CLPD HEDGE PER PLAN Sun VLow Prunus ilicifolia ssp. lyonii Catalina Cherry 15 Gal. - 15-25' H x 10-15' W 12' Sun or Shade Low Rosa californica California Rose 5 Gal. 31 4-8' H x Spreading 4' Sun or Shade Low Salvia leucophylla 'Point Sal Spreader' Purple Sage 5 Gal. 9 2-3' H x 8-10' W 9' Sun Low Solanum xanti 'Mountain Pride' Purple Nightshade 5 Gal. - 1-3' H x 2-3' W 2.5' PS/Shade (Oaks) Low Trichostema 'Midnight Magic' Midnight Magic Blue Curls 5 Gal. 6 3-5' H x 3-5' W 4.5' Sun Low Verbena lilacina 'De La Mina' Cedros Island Verbena 5 Gal. 12 1-2' H x 3-4' W 3.5' Part Shade Low Westringia fruticosa 'Gray box' Dwarf Coast Rosemary 5 Gal. 12 2-3'H x 4-5'W 5' Sun or Shade Low GRASSES & GRASS-LIKE Lomandra longifolia 'Arctic Frost' Arctic Frost Mat Rush 5 Gal. 12 2-3'H x 2-4'W 4' Sun or Shade Low GROUNDCOVER & VINES Baccharis pilularis 'Pigeon Point' Dwarf Coyote Brush 5 Gal. 35 1-2' H x 8-10' W PER PLAN Sun Low Berberis aquifolum var. repens Creeping Barberry 5 Gal. 61 2-3' H x Spreading 2.5' Sun or Shade Low Clematis lasiantha Chaparral Clematis 5 Gal. 27 Vine up to 15' H PER PLAN Sun or Shade Low Ficus pumila Creeping Fig 5 Gal. - Climbing x Spreading PER PLAN Sun or Shade Mod Rubus ursinus California Blackberry 5 Gal. 10 2-6' H x 6' W 4' Sun or Shade Mod Salvia sonomensis 'Mrs. Beard' Mrs. Beard Creeping Sage 5 Gal. 16 1-2' H x 6-8'W 7' Part Shade Low Salvia 'Dara's Choice' Dara's Choice Sage 5 Gal. 18 1-2' H - 3-6'W 5' Sun/Part Shade Low LEVEL THREE PLANTING LEGEND Scale PROJECT NUMBER Date Drawn by Checked by The enclosed drawings, designs, ideas and arrangements, as contracted with their clients and consultants, are and shall remain the property of FSY Architects. No part thereof shall be copied, disclosed to others, or used in connection with any other work or project without the written consent of the above. Visual contact with these prints shall constitute conclusive evidence of these restrictions. PROJECT NAME: DRAWING TITLE: LOS ANGELES, CA 90039 2902 KNOX AVE, 2ND FLOOR TEL : 323.255.4343 FAX : 323.255.4848 WWW.FSYARCHITECTS.COM [email protected] PROJECT ADDRESSES: NOT FOR CONSTRUCTION CLIENT NAME: CLIENT ADDRESS: As Noted- 03/09/2026 600 N. ROSEMEAD AVE 600 N. ROSEMEAD AVE, PASADENA CA 91107 CONSOLIDATED DESIGN REVIEW ELYSIAN HOUSING 02/13/26
[pakshong landscape and architectural collaborative] 8590 national blvd culver city ca 90232 310 450 8100A-L3.00 BUILDING A PLANTING LEGEND AND PALETTE SYMBOL BOTANICAL NAME COMMON NAME TREES Existing Tree - Existing Protected Tree - Arbutus 'Marina' Marina Strawberry Tree Arctostaphylos manzanita 'Dr. Hurd' Dr. Hurd Manzanita Ceanothus 'Ray Hartman' Ray Hartman Ceanothus Cercis occidentalis Western Redbud Platanus racemosa California Sycamore SHRUBS Arbutus unedo 'Compacta' Dwarf Strawberry TreeArctostaphylos 'John Dourley' Mazanita Baccharis pilularis ssp. consanguinea Coyote Brush Ceanothus 'Concha' Concha Ceanothus Dendromecon harfordii Island Bush Poppy Encelia californica California Bush Sunflower Eriogonum grande var. rubescens San Miguel Island Buckwheat Prunus ilicifolia ssp. lyonii Catalina Cherry Rosa californica California Rose Salvia leucophylla 'Point Sal Spreader' Purple Sage Solanum xanti 'Mountain Pride' Purple NightshadeTrichostema 'Midnight Magic' Midnight Magic Blue Curls Verbena lilacina 'De La Mina' Cedros Island Verbena GROUNDCOVER & VINES Baccharis pilularis 'Pigeon Point' Dwarf Coyote Brush Clematis lasiantha Chaparral Clematis Ficus pumila Creeping Fig Rubus ursinus California Blackberry Salvia sonomensis 'Mrs. Beard' Mrs. Beard Creeping Sage Salvia 'Dara's Choice' Dara's Choice Sage LEVEL TWO PLANTING LEGEND B C MATCH LINE:

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