SPCC_06242025_Exhibit_1_1 — Glendale City Council, June 24, 2025

Of Sheets
0 1'2'03'1'04'05'
1/16" = 1'-0"Graphic Scales:
0 50' 4' 0 24' 6'1'00 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT -SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1'25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.06.12.rvt 6/12/2025 5:43:16 PM COVER SHEET SI-000
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
Entitlement Package

06.12.2025
DESIGN REVIEW APPLICATION CASE NO.

PDR-003252-2024
201 W GLENOAKS BLVD.

MEDICAL OFFICE BUILDING
Of Sheets
0 1'2'03'1'04'05'
1/16" = 1'-0"Graphic Scales:
0 50' 4' 0 24' 6'1'00 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT -SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1'25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.10.rvt 2/10/2025 9:46:39 PM SHEET INDEX G-100
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
Sheet List
SHEET

NUMBER SHEET NAME
G-100 SHEET INDEX
G-101 PROJECT INFORMATION
G-102 PROJECT SITE LOCATION
G-103 PROJECT SITE ZONING MAP
G-104 PROJECT SUMMARY
G-105 EXISTING SITE CONTEXT
G-106 TREE PROTECTION PLAN
G-107 SITE ANALYSIS
G-108 SKETCH DIAGRAMS

E-0.1 PROPOSED SINGLE LINE DIAGRAM
E-0.2 PROPOSED SINGLE LINE DIAGRAM

SI-000 COVER SHEET

SI-A0.0 ALTA SURVEY
SI-A1.0 PROPOSED SITE PLAN
SI-A1.1 PROPOSED 1ST FLOOR PLAN
SI-A1.2 PROPOSED 2ND FLOOR PLAN
SI-A1.3 PROPOSED 3RD FLOOR PLAN
SI-A1.4 PROPOSED 4TH FLOOR PLAN
SI-A1.5 PROPOSED PLANS
SI-A1.6 PROPOSED ROOF PLAN
SI-A2.01 PROPOSED WEST / EAST ELEVATIONS
SI-A2.02 PROPOSED NORTH / SOUTH ELEVATIONS
SI-A2.03 WINDOW / DOOR TYPES, SCHEDULES
SI-A2.05 MATERIAL BOARD
SI-A2.06 PROPOSED PUBLIC ART CONCEPT
SI-A3.01 PROPOSED RENDERING (OF SOUTHEAST ELEVATION)
SI-A3.02 PROPOSED RENDERING (OF SOUTH ELEVATION)
SI-A3.03 PROPOSED RENDERING (OF NORTH. ELEVATION)
SI-A3.04 PROPOSED DAY/NIGHT RENDERING (OF SOUTHEAST ELEVATION) SI-A3.05 PROPOSED DAY/NIGHT RENDERING (OF SOUTH ELEV ATION) SI-A3.06 PROPOSED DAY/NIGHT RENDERING (OF NORTH ELEV ATION) SI-L-1 PLANTING PLAN
SI-L-2 IRRIGATION PLAN
SI-L-3 LANDSCAPING DETAILS AND SPECIFICATION PLAN
P-0.1 PLUMBING NOTES
P-0.2 PLUMBING DETAILS
P-0.3 PLUMBING SPECS
P-1.0 PLUMBING SITE PLAN

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.06.12.rvt 6/12/2025 5:35:44 PM PROJECT INFORMATION G-101
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
MV

PROJECT DESCRIPTION

DEMOLITION OF THE EXISTING PARKING LOT TO ALLOW FOR THE CONSTRUCTION,

MAINTENANCE AND USE OF NEW FOUR-STORY MEDICAL OFFICE STRUCTURE WITH GROUND FLOOR LOADING AREA AND A TOTAL FLOOR AREA OF 19,600 SQUARE FEET.

PROJECT ADDRESS
201 W GLENOAKS BOULEVARD. GLENDALE, CA 91203
APN: 5644-013-040

ZONE DISTRICT

DSP/GAT
GATEWAY ZONE: OF GLENDALE DOWNTOWN SPECIFIC PLAN

LOT ACREAGE
7,920 SF PER SURVEY
FAR: 7.25:1 (PER SPECIFIC PLAN PER SPECIFIC PLAN 4.1.2 TABLE 4-A) 7,920 X 7.25 =57,420 SF
ALLOWABLE FAR: 57,420 SF
PROJECT FAR: 19,600 / 7,920 = 2.47:1
ALLOWABLE HEIGHT: 275' (PER SPECIFIC PLAN 4.1.2 TABLE 4-A) BUILDING HEIGHT: 70'-0 "
UPPER LEVEL SETBACK REQ: 15' MIN.

SETBACKS SEC. 4.1.3 TABLE 4-B
FRONTAGE:

TOTAL SETBACK WIDTH: 18' FRONT SETBACK (MEASURED FROM FACE OF CURB) PARKWAY: 5'
SIDEWALK: 10' MIN.

BUILDING ADJACENT ZONE (AVERAGE): 3'
PARKING TABULATION PER GMC 30.32
PARKING PROVIDED: (1) LOADING ZONE SPACE
PARKING IS SUBJECT TO AB 2097 NO PARKING MINIMUM REQUIREMENT BICYCLE PARKING SPACES PROVIDED: (2)
PROPOSED OCCUPANCY GROUPS:

GROUP B: SMALL ASSEMBLY SPACES & OFFICES
GROUP S-2: PARKING

MEDICAL AND DENTAL OFFICES AND MEDICAL LABS WITH PATIENT VISITATION 4 SPACES PER 1,000 SF IN THE DSP AND TOD ZONES
19,600 (MEDICAL OFFICES) SQFT PER 4 SPACES
= 78.4 = 78 PARKING SPACES

APPLICABLE CODES
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CBC ACCESSIBILITY CODE (CBC-11B)
2023 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA ENERGY CODE (CEnC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA GREEN BUILDING CODE (CAL GREEN)
2022 CALIFORNIA FIRE CODE (CFC)

ALL CURRENT GLENDALE MUNICIPAL CODES AND LOCAL ORDINANCES (GMC)

1. BUILDING DATA
A. TYPE OF CONSTRUCTION: TYPE 2B PER CBC 602.5
B. FIRE SPRINKLERS: FULLY SPRINKLERED PER NFPA 13

2. USE AND OCCUPANCY CLASSIFICATION PER CBC CHAPTER S 3 & 5 A. OCCUPANCY PER CBC 302: GROUP B, GROUP I-2.1
B. OCCUPANCY SEPARATIONS PER CBC TABLE 508.4: 2-HOU R
C. INCIDENTAL USE SEPARATIONS PER CBC TABLE 509.1:

1. WASTE AND LINEN COLLECTION ROOMS WITH CONTAINERS THAT HAVE AN AGGREGATE VOLUME OF 10 CUBIC FEET OR GREATER: 1 HOUR

2. STORAGE ROOMS GREATER THAN 100 SQUARE FEET: 1 HO UR

3. ALLOWABLE BUILDING HEIGHTS & AREAS PER CBC CHAPT ER 5

1. FIRE-RESISTANCE RATINGS FOR BUILDING ELEMENTS PE R CBC CHAPTER 6 A. BUILDING ELEMENTS PER CBC TABLE 601:

1. PRIMARY STRUCTURAL FRAME: 0 HOUR

2. EXTERIOR BEARING WALLS: 0 HOUR

3. INTERIOR BEARING WALLS: 0 HOUR

4. INTERIOR NON-BEARING WALLS: 0 HOUR

5. FLOOR AND ASSOCIATED SECONDARY MEMBERS: 0 HOUR

6. ROOF AND ASSOCIATED SECONDARY MEMBERS: 0 HOUR

2. FIRE AND SMOKE PROTECTION FEATURES PER CBC CHAPT ER 7 A. EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE PER CBC TABLE 705.5:

1. EXTERIOR SEPARATION DISTANCE 10' > 30', 0 HOUR
B. FIRE WALLS PER CBC TABLE 706.4: 3
a HOURS
a. TYPE II CONSTRUCTION WALLS SHALL BE PERMITTED TO HAVE 2 HOUR FIRE RESISTANCE RATINGS C. FIRE BARRIERS FOR FIRE AREA SEPARATION PER CBC T ABLE 707.3.10: 2 HOURS

1. NOTE: SEE OTHER SECTIONS FOR NON-FIRE AREA FIRE BARRIERS D. FIRE PARTITIONS PER CBC 708.3: 1 HOUR
E. SMOKE BARRIERS PER CBC 709.3: 1 HOUR
F. SMOKE PARTITIONS PER CBC 710.3: NON-RATED
G. SHAFT ENCLOSURES PER 713.4: 1
a HOUR
a. SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RA TING NOT LESS THAN THE FLOOR ASSEMBLY

3. INTERIOR FINISHES PER CBC CHAPTER 8:

A. INTERIOR WALL AND CEILING FINISH CLASS (TESTED P ER ASTM E84/UL 723) REQUIREMENTS PER CBC TABLE 803.13 (FULLY SPRINKLERED):

1. INTERIOR EXIT STAIRWAYS, RAMPS, AND PASSAGEWAYS: CLASS B

2. CORRIDORS AND EXIT ACCESS STAIRWAYS AND RAMPS: C LASS B

3. ROOMS AND ENCLOSED SPACES: CLASS B
a. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMI TTED IN ADMIN. SPACES & ROOMS WITH A CAPACITY OF FOUR PERSONS OR LESS.

4. FIRE PROTECTION SYSTEMS PER CBC CHAPTER 9
A. AUTOMATIC SPRINKLER SYSTEMS PER CBC 903:

1. INSTALLATION REQUIREMENTS PER CBC 903.3: NFPA 13

2. b. CLASSIFICATION OF OCCUPANCY PER NFPA 13 5.1: LIGHT HAZARD OCCUPANCY

3. HEAD TYPE: QUICK RESPONSE
B. STANDPIPE SYSTEM TYPE CBC 905.3: NOT REQUIRED
C. PORTABLE FIRE EXTINGUISHERS PER CBC TABLE 906.3( 1):

1. CLASSIFICATION OF HAZARD PER TITLE 19 DIVISION 1 SECTION 565.1: LIGHT (LOW) HAZARD

2. MINIMUM EXTINGUISHER RATING: 2-A

3. MAXIMUM FLOOR AREA PER UNIT OF A: 3,000 SF

4. MAXIMUM FLOOR AREA PER EXTINGUISHER: 11,250 SF

5. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER: 75'
D. FIRE ALARM & DETECTION PER CBC 907

1. FIRE ALARM SYSTEM TYPE: MANUAL PER CBC 907.2.6, DEFERRED APPROVAL

2. SMOKE DETECTION: AUTOMATIC PER CBC 907.2.6, DEFE RRED APPROVAL

5. MEANS OF EGRESS COMPONENTS PER CBC CHAPTER 10
A. MINIMUM CEILING HEIGHT PER CBC 1003.2: 8 FT
B. OCCUPANT LOAD PER CBC 1004.5: SEE SHEET G-xx
C. MAXIMUM TRAVEL DISTANCES:

1. MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: 100 FT (B OCCUPANCY FULLY SPRINKLERED) 75 FT (I-2.1

OCCUPANCY FULLY SPRINKLERED)

2. MAXIMUM EXIT ACCESS TRAVEL DISTANCE PER CBC TABLE 1017.2:
300 FT (B OCCUPANCY FULLY SPRINKLERED)
200 FT (I-2.1 OCCUPANCY FULLY SPRINKLERD)

3. MAXIMUM DEAD END CORRIDOR DISTANCE PER CBC 1020.4:
50 FT (B OCCUPANCY FULLY SPRINKLERED)
20 FT (I-2.1 OCCUPANCY FULLY SPRINKLERED)
A. FIRE-RESISTANCE RATINGS:

1. CORRIDOR FIRE-RESISTANCE PER TABLE 1020.2:
0 HOUR RATED (B OCCUPANCY, FULLY SPRINKLERED)
1HOUR RATED (I-2.1 OCCUPANCY, FULLY SPRINKLERED)

2. CORRIDOR WALLS REQUIRED TO BE FIRE-RESISTANCE RA TED SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH CBC SECTION 708.

3. INTERIOR EXIT STAIRWAY PER CBC 1023.2: 2 HOUR FIRE BARRIER PER CBC 707 INTERIOR EXIT STAIRWAYS SHALL HAVE A FIRE-RESISTANCE

RATING NOT LESS THAN THE FLOOR ASSEMBLY

4. EXIT PASSAGEWAY PER CBC 1024.3: NA

5. HORIZONTAL EXIT PER CBC 1026.2: 2 HOUR FIRE BARR IER PER CBC 707 B. CORRIDOR MINIMUM WIDTH:

1. 44 INCHES IN ALL OTHERS AREAS PER CBC TABLE 1020 .3
C. MINIMUM EGRESS ILLUMINATION:

1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL BE NOT LESS THAN 1 FOOTCANDLE (11 LUX) AT THE WALKING SURFACE PER CBC 1008.2.1.

D. EXIT SIGNS:

1. EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY A N APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY LIT AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PER CBC 1013.

E. EXIT SEPARATION

1. REFER TO EXIT SEPARATION AND THE ADJACENT SUITES EXITING PLAN.

CALIFORNIA BUILDING CODE ANALYSIS
Of Sheets
5' 0 4' 0 1' 3' 0 2' 0 1'
1/16" = 1'-0" Graphic Scales:
0 50' 0 4' 24' 0 1' 12' 0 1' 6'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
25' 12' 6' 1'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLE MP 70:33:9 2502/102/ tvr.10.02.2520_DVLB SKAON
PROJECT SITE LOCATION G-102
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

PROJECT SITE
Of Sheets
5' 0 4' 0 1' 3' 0 2' 0 1'
1/16" = 1'-0" Graphic Scales:
0 50' 0 4' 24' 0 1' 12' 0 1' 6'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
25' 12' 6' 1'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLE MP 70:33:9 2502/102/ tvr.10.02.2520_DVLB SKAON
PROJECT SITE ZONING MAP G-103
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

PROJECT SITE
Of Sheets
0 1' 2' 0 3' 1' 0 4' 0 5'
1/16" = 1'-0" Graphic Scales:
0 50' 4' 0 24' 6' 1' 0 0 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1' 25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.10.rvt 2/10/2025 9:33:07 PM PROJECT SUMMARY G-104
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

BUILDING GROSS BY FLOOR

FLOOR USE AREA (GSF)
GROUND FLOOR MRI, CT SCAN, URGENT CARE, 4,200 SF
SECOND FLOOR SURGICAL / RECOVERY ROOMS, OFFICES 5,800 SF THIRD FLOOR SURGICAL / RECOVERY ROOMS, OFFICES 5,800 SF FOURTH FLOOR SURGICAL / RECOVERY ROOMS, OFFICES, 3,800 SF TOTAL 19,600 GSF
ALLOWABLE FAR 57,420 GSF
SITE 7,920 GSF
FAR: 7.25:1 (PER SPECIFIC PLAN) 7,920 X 7.25 57,420 SF
PROJECT FAR: 19,600 / 7,920 2.47

BUILDING STATISTICS (GROSS)
Of Sheets
5' 0 4' 0 1' 3' 0 2' 0 1'
1/16" = 1'-0" Graphic Scales:
0 50' 0 4' 24' 0 1' 12' 0 1' 6'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
25' 12' 6' 1'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLE MP 70:33:9 2502/102/ tvr.10.02.2520_DVLB SKAON
EXISTING SITE CONTEXT G-105
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

1.05'

A R D E N

A V E N
U
E

A R D E N
A V E
.

N 89°
26'37"
E

P A R K I N G S P A C E S

34.21'
N 79°5
5'35" W

70.49'

47.74'

22.80'
N 89°
26'37" W
642.01'
171.03'
DWY CONC.

PAVT.

N 89°26'37" E 50.00' N 0°13'24" W 156.56' PER R.S. B
OOK
257/23
FD. GEAR S&
W
,
RC
E22015
CATV
SLB
SS
W
M
SSM
H

PLANTERS
LP
UB
UB
12"∅

TREE UB
UB UB
UB
UB
6"∅
TREE
6"∅
TREE
DWY
APRON

HILTON HOTEL BUILDING
UB
UB
IC
V
SLB
TSB
PER R.S. B
OOK
257/23

FOUND L&
T,
RC
E22015
GP
GP
( VACATED )
C
ONC
.

1.05'

A R D E N

A V E N
U
E

A R D E N
A V E .

N 89°
26'37" E

P A R K I N G S P A C E S

34.21'
N 79°
55'35" W 70.49'

47.74'

22.80'
N 89°
26'37" W
642.01'
171.03'
N 89°26'37" E 50.00' N 0°13'24" W 156.56' PER R.S. B
OOK 257/23
FD. GEAR S&
W
, RC
E22015
CATV
SLB
SS
W
M 20"∅ TREE
SSM
H

PLANTERS

ASPHALT C
ONC
. PAVEM
ENT
LP
UB
UB
12"∅

TREE UB
UB UB
UB
UB
6"∅ TREE
6"∅ TREE
C
ONC
. DWY APRON

HILTON HOTEL BUILDING
UB
UB
IC
V
SLB
TSB
PER R.S. B
OOK 257/23

FOUND L&
T, RC
E22015
GP
GP
DW
Y C
ONC
. PAVT.
( VACATED ) PER R.S. B
OOK 135/23
FD. GEAR S&
W
, RC
E22015

ENTRY DRIVEWAY

PROPERTY LINE

PROPERTY LINE
G.S. 571.83
FS. 564.33
8' - 0"
4' - 7"
27' - 2"
2' - 6"

FACE OF (E) CURB
24' - 10"
BLDG. ADJ.
3' - 0"

SIDEWALK
10' - 0"

PARKWAY
5' - 0"
(2) Pistachia chinensis
To be Protected per
Tree Protection Plan
148 cubic yards
wood chip mulch
4” depth inside fencing
Replace (E) tree

FENCING

PER DETAIL
SIGN
Of Sheets
0 1' 2' 0 3' 1' 0 4' 0 5'
1/16" = 1'-0" Graphic Scales:
0 50' 4' 0 24' 6' 1' 0 0 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1' 25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.10.rvt 2/10/2025 9:33:07 PM 1/8" = 1'-0"
TREE PROTECTION PLAN G-106
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
1/8" = 1'-0" 1 TREE PROTECTION PLAN
Of Sheets
5' 0 4' 0 1' 3' 0 2' 0 1'
1/16" = 1'-0" Graphic Scales:
0 50' 0 4' 24' 0 1' 12' 0 1' 6'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
25' 12' 6' 1'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLE MP 80:33:9 2502/102/ tvr.10.02.2520_DVLB SKAON
SITE ANALYSIS G-107
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
Level 1
0' - 0"
Level 2
18' - 0"
Level 3
31' - 0"
Level 4
44' - 0"

ROOF DECK
57' - 0" TOP OF PLATE
55' - 0"

UPPER ROOF
70' - 0"

ROOF PARAPET
60' - 0"
18' - 0" 13' - 0" 13' - 0" 13' - 0" 3' - 0"
60' - 0" 10' - 0"
70' - 0"
CANOPY 14' MAX. ABOVE GRADE
FINISH: METAL MATT BLACK

PROPOSED LOCATION

OF PUBLIC ART
DSP 4.3.2 (K)
43' - 6"

4.2.13 CANOPIES
22' MIN. CANOPIES (50%) OF STREET ELEVATION
22' - 0"

4.3.2 (H)
75% OF THE STREET

ELEVATION SHALL BE
TRANSPARENT.
778 SF TOTAL
583 SF TRANSPARENT
Level 1
0' - 0"
Level 2
18' - 0"
Level 3
31' - 0"
Level 4
44' - 0"

ROOF DECK
57' - 0"

TOP OF PLATE
55' - 0"

UPPER ROOF
70' - 0"

ROOF PARAPET
60' - 0"
13' - 0" 13' - 0" 13' - 0"
18' - 0" 60' - 0" 10' - 0"
120'
CANOPIES 14' MAX. ABOVE GRADE
FINISH: METAL MATT BLACK
Modulation of Height
DSP 4.2.2 A.2
Corner: A prominent corner
feature that is differentiated
by height and design features
from the primary massing of
the building by a minimum of
10 feet
DSP 4.2.2 B
A visible and delineated
roofline shall be created
to visually demarcate where
the building silhouette meets
the sky. All buildings shall
have a suitable or even
dramatic termination at the
roofline. The upper
termination of a building
shall be strongly developed in
a building with a
flat or slightly sloping roofline.
70' - 0"
5' - 4"

BASE MIDDLE TOP
STONE CLADDING COMPOSITE PANEL: GRAY GLAZING

4.2.8 ARCHITECTURAL ELEMENTS:

MATERIALS

4.2.7 ARCHITECTURAL ELEMENTS
Ground floor recessed
High-quality materials used at base
(stone veneer)
12' - 0"
14' - 0"

4.2.15 FENESTRATION
A variety of window sizes
At ground level glass curtain walls only proposed
into an attractive, active interior use.

Large glazed subdivided into smaller unit.

Differentiation provided at the base and
top of windows by using spandral glass at top and
bottom.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.20.rvt 2/21/2025 3:35:27 PM 1/8" = 1'-0"
SKETCH DIAGRAMS G-108
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
1/8" = 1'-0" 2 SOUTH ELEVATION STUDY
1/8" = 1'-0" 3 EAST ELEVATION STUDY
Of Sheets
5' 0 4' 0 1' 3' 0 2' 0 1'
1/16" = 1'-0" Graphic Scales:
0 50' 0 4' 24' 0 1' 12' 0 1' 6'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
25' 12' 6' 1'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLE MP 02:33:9 2502/102/ tvr.10.02.2520_DVLB SKAON
ALTA SURVEY SI-A0.0
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

45.00'

1.05'

30.00'30.00'
APN: 5644-013-929
OW
NER: CENTRAL RESIDENCES, LLC
ADDRESS: 900 N. CENTRAL AVENUE
GLENDALE, CA 91203
OW
NER: NA GLENDALE, LLC
OW
NER: GREDEVELOPM

ENT AGENCY

OF GLENDALE CITY
ADDRESS: 100 W
. GLENOAKS BLVD.

GLENDALE, CA 91203

PORTION LOT
14 APN: 5644-013-043

PORTION LOT
12 APN: 5644-013-915

A R D E N

A V E N
U
E

A R D E N
A V E
.

B R A N D B L V D
.

N 89°
26'37"
E

P A R K I N G S P A C E S

34.21'
N 79°5
5'35" W

70.49'

47.74'

22.80'
N 89°
26'37" W
642.01'
171.03'
N 00°05'19"
W
S 0°13'24" E 193.75' N 89°26'37" E 50.00' N 0°13'24" W 156.56' 159.54'
PER R.S. B
OOK
257/23
FD. GEAR S&
W
,
RC
E22015
60'
30'
30'
18"∅
TREE
CATV
SLB
SS
W
M
SSM
H
18"∅
8"∅
TREE
SSM
H
C
P
C
P
C
P
8"∅
PALM
C
B
TREE
C
ONC
.

PAVEM
ENT

PLANTERS PLANTERS
C
ONC
.

PAVEM
ENT
W
.I.F.

GATE

PLANTERS
LP
UB
UB
12"∅

TREE UB
UB UB
UB
UB
6"∅
TREE
6"∅
TREE
DWY
APRON

HILTON HOTEL BUILDING
UB
UB
20"∅
TREE
IC
V
IC
V
SLB
TSB
PER R.S. B
OOK
257/23

FOUND L&
T,
RC
E22015
GP
GP
30'
17'
13'
CL
LP
LP

PORTION LOT
13 NORTHERLY
LINE
5 FT. EASEM

ENT FOR POLE LINES AND
C

ONDUITS
IN B
OOK 14257, PAGE 213, OF OFFIC
IAL
REC
ORDS
N 2°
07'1
2"
E
TREE
(RADIAL)
WALL
CORNER @ 0.04' E/O
P.L.
( VACATED )
PER R.S. B
OOK
135/23
FD. GEAR S&
W
,
RC
E22015
C
ONC
.

CR
4 4
4 SI-A2.02 1 SOUTH
ELEVATION.

SI-A2.01
SI-A2.02
SI-A2.01
1 WEST

ELEVATION
2 NORTH

ELEVATION
2 EAST

ELEVATION
ENTRY

DRIVEWAY

PROPERTY LINE

PROPOSED MEDICAL OFFICE

BUILDING
19,600 GSF
ENTRY
F.F. 565.00
G.S. 571.83
FS. 564.33
4' - 7"
27' - 2"
2' - 6"

FACE OF (E) CURB
21' - 9"
BLDG. ADJ.
3' - 0"

SIDEWALK
10' - 0"

PARKWAY
5' - 0"
1' - 7"

PAVED WALKWAY

ROLL UP GATE

COVERED PARKING

LOADING ZONE
10' - 8" 105' - 5" 13' - 0" 13' - 5" 3' - 1" 4' - 10"
64' - 11" 81' - 0" 4' - 0"
21' - 3" 7' - 4" 18' - 11" 2' - 6"

STAIRS/ELEV
LOBBY

REVISE EXISTING

DRIVEWAY APRON

NEW CONCRETE
PAVEMENT.
(2) EXISTING TREES

TO BE PROTECTED

PER TREE

PROTECTION PLAN

REMOVE AND

REPLACE (E) TREE

GREEN SCREEN GREEN SCREEN

GREEN SCREEN GREEN SCREEN GREEN SCREEN GREEN SCREEN

REMOVE AND

REPLACE (E) TREE

PROPOSED LOCATION FOR PUBLIC
ART DSP 4.3.2 (K)
"Public art may be located within the
parkway zone"
2' - 0" SETBACK 34' - 0"
18' MIN. REQ. FRONTAGE
(3' BLD ADJ. + 5' PARKWAY + 10' MIN. SIDEWALK )

SETBACK
4' - 0"
1' - 4"
2' - 10"
46' - 0"
2' - 0" SETBACK 2' - 0" SETBACK
18' MIN. REQ. FRONTAGE
(3' BLD ADJ. + 5' PARKWAY + 10' MIN. SIDEWALK )
146' - 2"
16' - 0"
8' - 0"
"LOADING ZONE"
15' X 25'
HEIGHT 14' MIN.

GMC 30.32.150
15' - 0"
25' - 0"
R 25' - 0"
12' - 0"
BIKE PARKING (2)
4' - 0"
20' - 0"
Of Sheets
0 1'2'03'1'04'05'
1/16" = 1'-0" Graphic Scales:
0 50' 4' 0 24' 6'1'00 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1'25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.06.12.rvt6/12/2025 5:39:51 PM 1/8" = 1'-0"
PROPOSED SITE PLAN SI-A1.0
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

PROJECT SUMMARY
BUILDING AREA: 19,600 (GSF)
LEGEND:

PROPERTY LINE

VEHICLE PATH
15'X25" LOADING ZONE
DRIVE AISLE 12'-0" MIN ONE-WAY
FOR (4) OR FEWER VEHICLES
1/8" = 1'-0" 1 PROPOSED SITE PLAN
0' 2' 4' 8' 16'

CR
4 4
4 4
SI -A2.02 1 SOUTH
ELEVATION.

SI -A2.01
SI -A2.02
SI -A2.01
1 WEST

ELEVATION
2 NORTH

ELEVATION
2 EAST

ELEVATION

A B C D E F G H I
1 2
3 4
305 SF

RECEPTION
D1
Room Legend

CORRIDOR

CT CONTROL RM

CT ROOM

ELECTRICAL
ELEV
ELEV 1
MRI

MRI CONTROL RM

MRI EQUIPMENT

PARKING

RECEPTION

RESTROOM

URGENT CARE
105 SF
ELECTRICAL 1888 SF

PARKING

3.2 3.3

STAIRS / ELEV
130 SF
ELEV
1' - 4"
22 24
25 122
30 33
34 47
48 68
69 70 71 72
N-W4
G1 B1
W-W1
W-W2
W-W7
W-W8

GREEN SCREEN GREEN SCREEN

GREEN SCREEN GREEN SCREEN GREEN SCREEN GREEN SCREEN
2' - 10"
16' - 0" 1' - 0"
"LOADING ZONE"
15' X 25'
HEIGHT 14' MIN.

GMC 30.32.150
15' - 0"
25' - 0"
50' - 0"
R 25' - 0"
12' - 0"
8' - 0"
5' - 0"
4' - 4"
196 SF

RECEPTION
121
217 SF

MRI EQUIPMENT
550 SF
MRI
343 SF

MRI CONTROL RM
162 SF

CT CONTROL RM
432 SF

CT ROOM
5' - 0"
346 SF

URGENT CARE
17' - 10"
4' - 4"
18' - 11"
111
33' - 8"
10' - 3"
347 SF

CORRIDOR
133 SF

CORRIDOR
2' - 8"
5' - 0"
75 SF

RESTROOM
1ST FLOOR GROSS AREA: 4,200 SF
COVERED PARKING: 1,900 SF
8' - 0"
5' - 0"
MECH.

ELEV.

STAIRS
J3 J1 J2
91 ENTRANCE ENTRANCE

ENTRANCE

ENTRANCE
88 87
Of Sheets
0 1' 2' 0 3' 1' 0 4' 0 5'
1/16" = 1'-0" Graphic Scales:
0 50' 4' 0 24' 6' 1' 0 0 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1' 25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.10.rvt 2/10/2025 9:33:02 PM 3/16" = 1'-0"
PROPOSED 1ST FLOOR PLAN SI-A1.1
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
MV 240101
MV
0' 2' 4' 8' 16'

FIRST / GROUND FLOOR
AREA (GSF): 6,100 SF
4,200 + 1,900 PARKING

A B C D E F G H I
1 2
3 4
360 SF

SURGICAL ROOM
359 SF

RECOVERY
249 SF

WAITING AREA
203 SF

RESTROOMS
173 SF

OFFICES
174 SF

OFFICES
D1
543 SF

SURGICAL ROOM
540 SF

RECOVERY
357 SF
PAIN

MANAGEMENT
356 SF
PAIN

MANAGEMENT
783 SF

CORRIDOR
147 SF

ELECTRICAL
Room Legend

CORRIDOR

ELECTRICAL
ELEV

OFFICES

PAIN MANAGEMENT

RECOVERY

RESTROOMS

SURGICAL ROOM

WAITING AREA
ELEV
172 SF

WAITING AREA
192 SF

RESTROOMS

3.2 3.3

STAIRS / ELEV
130 SF
21 46
73 74
75 76 77
78 79
80 81 82
83 84 85 86

PROPOSED RAMP

CONNECTION TO

COMMUNITY

ADJACENT PARK
S-W1 S-W1 S-W1
E-W2 E-W1 E-W2 E-W1
N-W1
N-W2
G1 B1
E-W1
W-W1 W-W3
W-W7
W-W8
2ND FLOOR GROSS AREA: 5,800 SF
MECH.

ELEV.

STAIRS
J3 J1 J2
551 SF

OFFICES
Of Sheets
0 1' 2' 0 3' 1' 0 4' 0 5'
1/16" = 1'-0" Graphic Scales:
0 50' 4' 0 24' 6' 1' 0 0 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1' 25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.10.rvt 2/10/2025 9:33:03 PM 3/16" = 1'-0"
PROPOSED 2ND FLOOR PLAN SI-A1.2
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
0' 2' 4' 8' 16'
3/16" = 1'-0" 1 2ND FLOOR PLAN

SECOND FLOOR
AREA (GSF): 5,800 SF

A B C D E F G H I
1 2
3 4
360 SF

SURGICAL ROOM
357 SF

SURGICAL ROOM
D1
543 SF

RECOVERY
541 SF

RECOVERY
133 SF

RESTROOMS
357 SF
DENTAL
173 SF

COSMETOLOGY
172 SF

OFFICES
174 SF

COSMETOLOGY
746 SF

CORRIDOR
150 SF

ELECTRICAL
Room Legend

CORRIDOR

COSMETOLOGY
DENTAL
E. EXIT

ELECTRICAL
ELEV

OFFICES

RECOVERY

RESTROOMS

SURGICAL ROOM

WAITING AREA
WAITNG
ELEV
192 SF

RESTROOMS

3.2 551 SF

OFFICES

3.3 STAIRS / ELEV
130 SF
175 SF

WAITING AREA
51 52
53 54
55 56
57 58 59 60 61 62
63 64
65 66
S-W1 S-W1 S-W1
E-W1 E-W2 E-W2 E-W2 E-W2 E-W1
62 SF

CORRIDOR
N-W2 N-W1
G1 B1
E-W1
W-W1
W-W6 W-W4
W-W7
W-W8
3RD FLOOR GROSS AREA: 5,800 SF
MECH.

ELEV.

STAIRS
J3 J1 J2
250 SF
WAITNG

OPEN TO BELOW

PLATFORM
42" MIN. HIGH RAILING
42" MIN. HIGH RAILING
Of Sheets
0 1' 2' 0 3' 1' 0 4' 0 5'
1/16" = 1'-0" Graphic Scales:
0 50' 4' 0 24' 6' 1' 0 0 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1' 25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.10.rvt 2/10/2025 9:33:03 PM 3/16" = 1'-0"
PROPOSED 3RD FLOOR PLAN SI-A1.3
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
3/16" = 1'-0" 1 3RD FLOOR PLAN
0' 2' 4' 8' 16'

THIRD FLOOR
AREA (GSF): 5,800 SF

A B C D E F G H I
1 2
3 4
D1
599 SF

COVERED ROOF
DECK 440 SF

SURGICAL ROOM
666 SF

RECOVERY
ROOM
ELEV
160 SF

RESTROOMS
236 SF

WAITING AREA
160 SF

JANITORIAL
Room Legend

CORRIDOR

COVERED ROOF DECK

DOCTOR OFFICE

ELECTRICAL
ELEV

JANITORIAL

RECOVERY ROOM

RESTROOMS

STORAGE

SURGICAL ROOM

WAITING AREA
249 SF

DOCTOR OFFICE
160 SF

STORAGE
204 SF

ELECTRICAL
194 SF

RESTROOMS

UPPER LEVEL STEPBACK
15' - 0"

3.2 3.3

STAIRS / ELEV
130 SF
1423 SF

COVERED ROOF
DECK
600 SF

CORRIDOR
UPPER LEVEL STEPBACK OF 15'
MIN. OF ALL FLOORS ABOVE 40'
IN ELEVATION HEIGHT. PER DSP

4.2.3 - A,2C

EACH POST (TYP)
20' - 0"
17 36
37 38 39 40 41 42 43
44 45
89 S-W1 S-W1 S-W1
E-W3 E-W4 E-W3 E-W3
95 96 145 SF

CORRIDOR
N-W2
G1 B1
N-W3
E-W5 E-W5
W-W1
W-W6
W-W5
W-W7
W-W8
4TH FLOOR GROSS AREA: 3,800 SF
J3 J1 J2
42" MIN. HIGH RAILING
42" MIN. HIGH RAILING
MECH.

ELEV.

STAIRS
Of Sheets
0 1'2'03'1'04'05'
1/16" = 1'-0"Graphic Scales:
0 50' 4' 0 24' 6'1'00 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT -SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1'25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.06.12.rvt 6/12/2025 5:41:54 PM 3/16" = 1'-0"
PROPOSED 4TH FLOOR PLAN SI-A1.4
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
3/16" = 1'-0" 1 4TH FLOOR PLAN
FOURTH FLOOR AREA (GSF): 3,800 SF
2,000 SF COVERED ROOF DECKS
0' 2' 4' 8' 16'
Of Sheets
0 1' 2' 0 3' 1' 0 4' 0 5'
1/16" = 1'-0" Graphic Scales:
0 50' 4' 0 24' 6' 1' 0 0 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1' 25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.10.rvt 2/10/2025 9:33:34 PM PROPOSED PLANS SI-A1.5
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

SECOND FLOOR

THIRD FLOOR

FIRST / GROUND FLOOR

FOURTH FLOOR

A B C D E F G H I
1 2
3 4
D1
Solar panels of 400 watts

3.2 3.3

COVERED ROOF DECK
SEE SI-A1.4

COVERED ROOF DECK
SEE SI-A1.4 NEW TPO ROOF
SYSTEM

ROOF DRAIN
G1 B1
J3 J1 J2
Of Sheets
0 1' 2' 0 3' 1' 0 4' 0 5'
1/16" = 1'-0" Graphic Scales:
0 50' 4' 0 24' 6' 1' 0 0 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1' 25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.10.rvt 2/10/2025 9:33:34 PM 3/16" = 1'-0"
PROPOSED ROOF PLAN SI-A1.6
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
3/16" = 1'-0" 1 ROOF PLAN
0' 2' 4' 8' 16'
Level 1
0' -0"
Level 2
18' -0"
Level 3
31' -0"
Level 4
44' -0"

ROOF DECK
57' -0"
ABCDEFGHI D1
3' - 0"

TOP OF PLATE
55' -0"
13' - 0" 13' - 0" 13' - 0" 18' - 0"
60' - 0"

UPPER ROOF
70' -0"

ROOF PARAPET
60' -0"
10' - 0"
G1 B1
2 3B
7 5B 11
15 1
10 5A
13 14

PROPERTY LINE

PROPERTY LINE
16, 17
Level 1
0' -0"
Level 2
18' -0"
Level 3
31' -0"
Level 4
44' -0"

ROOF DECK
57' -0"
A B C D E F G H ID1

TOP OF PLATE
55' -0"
13' - 0" 13' - 0" 13' - 0" 18' - 0"
60' - 0"

UPPER ROOF
70' -0"
10' - 0"

ROOF PARAPET
60' -0"

GREENSCREEN

GREENSCREEN
G1 B1
2 3A
3B
7 5B
10 6
1 11 13 15
120' - 0"
13' - 0"

PROPERTY LINE

PROPERTY LINE
8' - 0"
12' - 0"
11 Of Sheets
0 1'2'03'1'04'05'
1/16" = 1'-0"Graphic Scales:
0 50' 4' 0 24' 6'1'00 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT -SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1'25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.11.rvt 2/12/2025 5:53:38 AM 1/8" = 1'-0"
PROPOSED WEST / EAST ELEVATIONS SI-A2.01
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
1/8" = 1'-0" 1 WEST ELEVATION
1/8" = 1'-0" 2 EAST ELEVATION

11. AUTOMATIC SLIDER STOREFRONT

12. ROLLUP DOOR

13. GREEN SCREEN PANELS

14. HM DOOR

15. METAL CANOPY MATT BLACK

16. BENCH SEATING AT ROOF DECK

17. PLANTERS AT ROOF DECK
8'-0"
Level 1
0' - 0"
Level 2
18' -0"
Level 3
31' -0"
Level 4
44' -0"

ROOF DECK
57' -0"
1234
18' - 0" 13' - 0" 13' - 0" 13' - 0" 3' - 0"

TOP OF PLATE
55' -0"
60' - 0"

3.2 UPPER ROOF
70' -0"
10' - 0"

ROOF PARAPET
60' -0"
70' - 0"

3.3 15' - 0" 3' - 0"
16' - 0"
2 3A
15 5B
11 1
3B
10 12
7 13' - 0"

PROPERTY LINE

PROPERTY LINE
18 Level 1
0' -0"
Level 2
18' -0"
Level 3
31' -0"
Level 4
44' -0"

ROOF DECK
57' -0"
1 2 3 4

TOP OF PLATE
55' -0"
3' - 0" 13' - 0" 18' - 0"

3.2 UPPER ROOF
70' -0"

ROOF PARAPET
60' -0"

3.3 2 3A
3B
7 5B
6 1
2 14

PROPERTY LINE

PROPERTY LINE
Of Sheets
0 1'2'03'1'04'05'
1/16" = 1'-0"Graphic Scales:
0 50' 4' 0 24' 6'1'00 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT -SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1'25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.20.rvt 2/20/2025 10:24:40 PM 1/8" = 1'-0"
PROPOSED NORTH / SOUTH ELEVATIONS SI-A2.02
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
1/8" = 1'-0" 1 SOUTH ELEVATION.
1/8" = 1'-0" 2 NORTH ELEVATION

11. AUTOMATIC SLIDER STOREFRONT

12. ROLLUP DOOR

13. GREEN SCREEN PANELS

14. HM DOOR

15. METAL CANOPY MATT BLACK

16. BENCH SEATING AT ROOF DECK

17. PLANTERS AT ROOF DECK

18. BUILDING SIGNAGE
A. All signs shall comply with GMC
Chapter 30.33.

B. All building signage below 20 feet in
elevation height shall be wall mounted
and not surface applied, flush with the wall.

C. Storefront signs shall be located below 14
feet in elevation height, measured from the
sidewalk, to avoid conflict with canopies and
mature trees, while maintaining visibility for
pedestrians.

D. Any development that provides publicly
accessible open space shall provide the
standard signage identified in Chapter 5.

SYSTEM 2
VB
VB
3'-11 1/2"
8'-0 1/8" 2'-0"

FLOOR FINISH
H.S.S. PER STRUCTURAL
H.S.S. PER

STRUCTURAL

LIGHTING SENSOR

TO BE INSTALLED

ON THE MULLION
WINDOW CONSTRUCTION / FINISH:

VB = VISION BLUE = 1" INSULATED TEMPERED VISION GLAZING IN ALUMINUM FRAME - U-FACTOR: 0.28
- SGHC: 0.27
- VITRO GLASS - SOLARBLUE GLASS + CLEAR GLASS WITH SOLARBAN 70 ON SURFACE #3 SB = SPANDREL BLUE = 1" INSULATED TEMPERED SPANDREL IN CLR. ANOD. ALUMINUM FRAME. - U-FACTOR: 0.28
- SGHC: 0.27
- VITRO GLASS - SOLARBLUE GLASS + CLEAR GLASS WITH SOLARBAN 70 ON SURFACE #3 AND OPACI COAT PAINT (RAL7004 SIGNAL GREY) ON S URFACE #4
NOTE:

CURTAIN WALL SYSTEM TO BE KAWNEER 2500 UT
(OUTSIDE GLAZED, THERMALLY BROKEN, SIZE 2-1/2” X 7-1/2”) OR EQUAL.

STOREFRONT SYSTEM & WINDOW WALL SYSTEM TO BE KAWNEER TRIFAB 451T
(FRONT GLAZED, THERMALLY BROKEN SIZE 2” X 4-1/2”) OR EQUAL.

SYSTEM 2
SYSTEM 1

STANDARD GLAZING JOINT WITH EXPOSED MULLION COVER
STRUCTURAL SILICONE GLAZED (BUTT-GLAZED) JOINT.

HORIZONTAL AND VERTICAL JOINTS AS OCCURS.
3'-7 7/8" 3'-4 7/8" 3'-5 3/8" 3'-5 3/8" 3'-5 3/8" 3'-6 5 /8" 3'-8 3/8" SB
VB
VB
SB
VB
SB
VB
SB
VB
SB
VB
SB
VB
SB
VB

VB VB VB VB
18'-0"
7'-8 1/4"
12'-10 3/4"
SYSTEM 1

DOOR WIDTH
PER SCHED.

DOOR HGHT. PER SCHED.

DOOR WIDTH PER SCHED.

DOOR WIDTH
PER SCHED.

DOOR WIDTH
PER SCHED. DOOR WIDTH PER SCHED.

DOOR WIDTH
PER SCHED.

DOOR HGHT. PER SCHED.
1 - FLUSH 2 - FLUSH PAIR 3 - NARROW LITE 4 - PARTIAL LOUVERED 7 - HALF GLASS 5 - PARTIAL LOUVRED PAIR 10 - DEPARTMENT ENTRY
& EXTERIOR

STOREFRONT
11A - AURORA BARN DOOR 12 - SLIDING GLASS DIRTT DOOR
6 - NARROW LITE & PARTIAL

LOUVERED
DOOR HGHT. PER SCHED.
1'-0"
6" 8" GLASS
VISION
PANEL
T
6" 6"
1'-6" 10"
DOOR HGHT. PER SCHED.

IN 45 MIN FIRE RATED DOORS ARE TO

UTILIZE LOUVERS THAT ARE LISTED FOR
THE INTENDED USE PER CBC 716.5.7.1.1
T
6"
DOOR HGHT. PER SCHED.

GLASS
VISION
PANEL
6" 6"
DOOR HGHT. PER SCHED.

DOOR HGHT. PER SCHED.
4" 1'-0"
4" 4"
2'-6 1/4" 2'-7 1/2" 3/8"
DOOR HGHT. PER SCHED.
(DOOR LEAF)
6"
GLASS
T
6" 8" 6"
1'-6" 10"
1'-0"
DOOR HGHT. PER SCHED.
6" 6" 6" 6"
1'-6" 10"
8 - UNEVEN PAIR
DOOR HGHT. PER SCHED.

DOOR WIDTH PER SCHED.

DOOR WIDTH PER SCHED.
(INCLUDES FRAME)
13 - SLIDING BREAKAWAY DOOR
DOOR HGHT. PER SCHED.
(INCLUDES FRAME)
DOOR WIDTH PER SCHED.
(INCLUDES FRAME)
14 - SLIDING BREAKAWAY DOOR
DOOR HGHT. PER SCHED.
(INCLUDES FRAME)

DOOR WIDTH
PER SCHED.

DOOR HGHT. PER SCHED.
1A - FLUSH DIRTT DOOR

DOOR WIDTH
PER SCHED.
7A - HALF GLASS DIRTT DOOR
T
3'-6"
DOOR HGHT. PER SCHED.
6" 6"
6"

DOOR WIDTH
PER SCHED.
11 - SLIDING DIRTT DOOR
DOOR HGHT. PER SCHED.
(DOOR LEAF)
2'-6" 3'-3"
DOOR OPENING CLR. WIDTH
PER SCHED.

DOOR HGHT. PER SCHED.
(DOOR LEAF)
2'-6" 3'-3"
4" 4"
4"
4"
13/16" DIRTT

MULLION BEHIND
7/8" 7/8"
DOOR WIDTH PER SCHED.

DOOR HGHT. PER SCHED.
2A - FLUSH PAIR WITH NARROW LITE
TT
1'-0" GLASS
VISION
PANEL
8" 6" 6" 8"
9 - UNEVEN PAIR WITH NARROW LITE DOOR HGHT. PER SCHED.

DOOR WIDTH PER SCHED.

TT
1'-0"
8" 6" 6" 8"
GLASS
VISION
PANEL
T
T

T T T T T T

PAINTED
METAL

LOUVERS

PAINTED
METAL

LOUVERS
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
GLASS
VISION
PANEL
DOOR WIDTH PER SCHED.
(INCLUDES FRAME)
15 - SLIDING BREAKAWAY DOOR
DOOR HGHT. PER SCHED.
(INCLUDES FRAME)

T T T T T T
1" INSULATED TEMPERED VISION GLAZING
IN CLR. ANOD. ALUMINUM FRAME.
- U-FACTOR: 0.28 - SGHC: 0.27
- VITRO GLASS - SOLARBLUE GLASS + CLEAR GLASS WITH SOLARBAN 70 ON SURFACE #3 CURTAIN WALL:
1" INSULATED TEMPERED SPANDREL
IN CLR. ANOD. ALUMINUM FRAME.
- U-FACTOR: 0.28 - SGHC: 0.27
- VITRO GLASS - SOLARBLUE GLASS + CLEAR GLASS WITH SOLARBAN 70 ON SURFACE #3 AND OPACI COAT PAIN (BLACK) ON SURFACE #4

ALL EXTERIOR STRUCTURAL STEEL COLUMNS AND MISCELLANEOUS STEEL COLUMNS TO BE HOT-DIPPED GALVANISED WITH HIGH PERFORMANCE COATINGS.

STEEL COLUMNS FINISH TO BE TNEMEC METALLIC PAINT 39MT ALUMINUM.

ALUMINUM COMPOSITE METAL (ACM) PANELS AND ALUMINUM FASCIA AND ALUMINUM BREAK METAL PANELS TO BE ALUCOBOND PANELS WITH ANODIC CLEAR MICA, PVDF-2, GLOSS-30 FINISH.

EXTERIOR WOOD FINISH ALUMINUM PANELS TO BE KNOTWOOD ALUMINUM PANELS WITH WOOD FINISH IROKO.

PARAPET FASCIA COLOR AND METAL FLASHING COLOR IN PO RCELANOSA TO MATCH DUNN EDWARDS DEC786 MINER'S DUST.

PARAPET FASCIA COLOR AND METAL FLASHING COLOR FOR C URTAIN WALL SYSTEMS & STOREFRONT SYSTEMS TO MATCH C LEAR ANODIZED GLAZING SYSTEM.

PERIMETER SEALANT COLOR FOR ACM PANELS, ALUMINUM FASCIA AND ALUMINUM BREAK METAL PANELS TO BE DOW 795 – COLOR ANODIZED ALUMINUM.

PROVIDE DOW 795 – CHARCOAL ONLY IN BETWEEN ADJACENT GLASS PANELS AT SSG (BUTT GLAZED JOINTS).

EXTERIOR PLASTER TO BE SMOOTH TROWEL FINISH. PAINT TO MATCH DUNN EDWARDS DEC786 MINER'S DUST. 16 - ROLL UP GATE
SYSTEM 2
SB
VB
VB
3'-11 1/2"
8'-0 1/8" 2'-0" 2'-0"
SYSTEM 1
VB
SB
3'-11 1/2"
8'-0 1/8" 2'-0"
VB
SB
8'-0 1/8"
VB VB
SB SB
2'-0"
VB VB
SB SB
DOOR HGHT. PER SCHED.
(INCLUDES FRAME)
DOOR WIDTH PER SCHED.
(INCLUDES FRAME)
H.S.S. PER STRUCTURAL
H.S.S. PER

STRUCTURAL

LIGHTING SENSOR

TO BE INSTALLED

ON THE MULLION
28'-2 1/2"
SB
VB
SB
14'-0"
7'-8 1/4"
12'-10 3/4"
SYSTEM 1
2'-0" 1'-4"
VB
3'-7 3/8" 3'-6 3/4" 3'-6 3/4" 3'-6 3/4" 3'-6 3/4" 3'-1 1 /8" 3'-6 3/4" 3'-8 3/8" VB VB

SB SB SB

VB VB VB VB

SB SB SB SB
2'-0"
7'-8 3/8"
8'-0 1/8" 1'-9 1/2"
SYSTEM 1
S-W1
Of Sheets
0 1' 2' 0 3' 1' 0 4' 0 5'
1/16" = 1'-0" Graphic Scales:
0 50' 4' 0 24' 6' 1' 0 0 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1' 25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.10.rvt 2/10/2025 9:33:50 PM 1/4" = 1'-0"
WINDOW / DOOR TYPES, SCHEDULES SI-A2.03
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
Of Sheets
5' 0 4' 0 1' 3' 0 2' 0 1'
1/16" = 1'-0" Graphic Scales:
0 50' 0 4' 24' 0 1' 12' 0 1' 6'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
25' 12' 6' 1'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLE MP 05:33:9 2502/102/ tvr.10.02.2520_DVLB SKAON
MATERIAL BOARD SI-A2.05
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
Bench seating at Roof Decks:

Manufacturer: Tournsol
Camino Straight Benches
Powder-coat / Woods
https://tournesol.com/products/camino-straight-benches
Greensceen Trellis
Manufacturer: Tournsol
Walls, color: GS Textured Black
https://tournesol.com/products/walls
Planters at roof decks:

Manufacturer: Tournsol
Bioretention Planters, Aluminum,
Color: Powder Coat Shadow
https://tournesol.com/products/bioretention-planters-aluminum Canopies:

Manufacturer: Vestis
Custom / Aluminum Canopies
Color: Midnight Black
https://www.vestismfg.com/custom-canopies/

Of Sheets
5' 0 4' 0 1' 3' 0 2' 0 1'
1/16" = 1'-0" Graphic Scales:
0 50' 0 4' 24' 0 1' 12' 0 1' 6'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT - SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
25' 12' 6' 1'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLE MP 05:33:9 2502/102/ tvr.10.02.2520_DVLB SKAON
PROPOSED PUBLIC ART CONCEPT SI-A2.06
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author
Of Sheets
0 1'2'03'1'04'05'
1/16" = 1'-0"Graphic Scales:
0 50' 4' 0 24' 6'1'00 1' 12'
IF THIS SHEET IS NOT 30"x42",
IT IS A REDUCED PRINT -SCALE ACCORDINGLY 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 1'
3" = 1'-0"
1'25' 12' 6'
Drawn By
Checked By
Issue Date
Scale
Address
Project
Sheet Title
Sheet No.

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.11.rvt 2/12/2025 5:53:48 AM PROPOSED RENDERING (OF SOUTHEAST ELEVATION) SI-A3.01
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.11.rvt 2/12/2025 5:53:48 AM PROPOSED RENDERING (OF SOUTH ELEVATION) SI-A3.02
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.11.rvt 2/12/2025 5:53:48 AM PROPOSED RENDERING (OF NORTH. ELEVATION) SI-A3.03
201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.11.rvt 2/12/2025 5:53:48 AM PROPOSED DAY/NIGHT RENDERING (OF SOUTHEAST ELEVATION) SI-A3.04 201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.11.rvt 2/12/2025 5:53:49 AM PROPOSED DAY/NIGHT RENDERING (OF SOUTH ELEVATION) SI-A3.05 201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

VS Proj. No.

C:\Users\Owner\Vanyan Studio Dropbox\VS\0_So Cal\0_VS\240101_900 N. Central MOB\2_CADD_REVIT\201 W GLENOAKS BLVD_2025.02.11.rvt 2/12/2025 5:53:49 AM PROPOSED DAY/NIGHT RENDERING (OF NORTH ELEVATION) SI-A3.06 201 W GLENOAKS BOULEVARD MEDICAL OFFICE BUILDING
201 W GLENOAKS BOULEVARD GLENDALE, CA 91203
APN: 5644-013-040

02.10.2025
Checker 240101
Author

PLUMBING FIXTURESSYMBOLREMARKSWASTE BELOW GRADEWASTE ABOVE GRADEPWGWPUMPED WASTEVENTGREASE WASTEDOMESTIC COLD WATERDOMESTIC HOT WATERDOMESTIC HOT WATER RETURN

SYMBOLCATWFDCDSSD

PLUMBING LEGENDREMARKSTEMPERED WATERCOMPRESSED AIRCONDENSATE DRAINFIRE PROTECTIONDRAIN

STORM DRAIN BELOW FLRSUB-SURFACE DRAINSTORM DRAIN ABOVE FLR GLOBEBALLGATEGAS SHUTOFF VALVEDIAPHRAGMBUTTERFLY3-WAY4-WAYANGLE GATEANGLE GLOBECHECKS

VALVE BODIESCIRCUIT BREAKERPRESSURE REDUCING(NORMALLY CLOSED)VALVE (PRV)RELIEF OR SAFETYTRIPLE DUTY VALVESOLENOIDDIAPHRAGM VALVEW/PURGE PORTS

AAIR ACTUATEDCONTROL

SYMBOLOFDRDMPGGG

REMARKS
HAND
OVERFLOW DRAINROOF DRAINNATURAL GAS (7" WC)NATURAL GAS (2.0 PSI OR 5.0 PSI)NATURAL GAS VENT (FLUE) NO

EXISTING PIPING TO BE DEMOLISHEDEXISTING PIPING BELOW GRADEEXISTING PIPING ABOVE GRADE NC

VALVE STATUSNORMALLY OPENNORMALLY CLOSEDFOFCFAIL OPENFAIL CLOSED SSM

SOLENOIDMANUAL RESETACTUATED MOTORSOLENOIDELECTRICALLYCONTROLW/POSITIONERPRESSURE REGULATOR(SELF-CONTAINED)

GCFOOTFLOATCHAINGEAR

VALVE ACTUATORS

PIPRESSURE INDICATOR WITH VALVE COCKTHERMOMETER
DOUBLE COMBINATION WYE & 1/8 BENDCOMBINATION WYE & 1/8 BENDP-TRAP SUPPLY FIXTURES90 DEG ELBOW DOWN90 DEG ELBOW UPTEE, SIDETEE, DOWNTEE, UPPIPE CAPWATER HAMMER ARRESTERUNIONCIRCUIT SETTER/ BALANCING VALVEWALL HYDRANTHOSE BIBB

CLEANOUTVENT

HUB DRAINDOUBLE WYE

DRAINING FIXTURESSANITARY TEE

WYE W/CLEANOUT PLUGWYE
FLOOR CLEANOUTFLOOR DRAINWALL OR CLEANOUT TEEROOF DRAIN PLUMBING GENERAL NOTES1.THIS LEGEND DRAWING IS GENERIC COMPILATION OF GENERAL NOTES ANDSYMBOLS THAT ARE STANDARDLY REQUIRED ON PLUMBING DRAWINGS.INFORMATION SHOWN ON THIS DRAWING MAY NOT NECESSARILY BEAPPLICABLE TO THIS SPECIFIC PROJECT. CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING INFORMATION ON PLANS WITH PERTINENTDATA ON THIS DRAWING.2.PLUMBING DRAWINGS SHOW ONLY PERTINENT INFORMATION FOR LOCATION,SIZE AND CLASS OF PIPING, EQUIPMENT AND FIXTURES TO BE INSTALLED.SPECIFICATIONS WHICH FORM A PART OF THE DRAWINGS, SPECIFY MATERIALTO BE USED FOR VARIOUS SIZES AND CLASSES OF PIPING, EQUIPMENT ANDFIXTURES.3.PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THECURRENT CALIFORNIA PLUMBING CODE (CPC) AND ALL APPLICABLE LOCAL,STATE CODES AND REGULATIONS WITH AMENDMENTS (LATEST EDITION).4.POTABLE WATER SYSTEM MUST BE DISINFECTED PRIOR TO USE ASREQUIRED AND OUTLINED IN THE PLUMBING CODE.5.ELEVATIONS BELOW GROUND LEVEL ARE NOTED IN FEET AND DECIMALS OFFEET AND SHALL DENOTE INVERT ELEVATION OF PIPE. ELEVATIONS ABOVEGROUND LEVEL ARE NOTED IN FEET & INCHES AND SHALL DENOTE WORKPOINT ELEVATION OF PIPE, UNLESS NOTED OTHERWISE. BOTTOM OF PIPEELEVATIONS REFER TO BOTTOM OF PIPE ON UNINSULATED LINES AND TOBOTTOM OF SADDLE ON INSULATED LINES.6.PIPING SHOWN ON DRAWINGS WITHOUT DIMENSIONAL LOCATION SHALL BEFIELD ROUTED BY CONTRACTOR. CONTRACTOR SHALL VERIFY PROPOSEDPIPE ROUTINGS PRIOR TO INSTALLATION, INCLUDING INTERFERENCE WITHBUILDING STRUCTURES, EQUIPMENT AND WORK OF OTHER TRADESWHETHER NEW OR EXISTING. PROPOSED ROUTINGS SHALL BE REVIEWEDWITH THE CONSTRUCTION MANAGER.7.EXACT LOCATION OF PLUMBING EQUIPMENT, DEVICES AND FIXTURES SHALLBE CONFIRMED BY CONTRACTOR PRIOR TO INSTALLATION. CONTRACTORSHALL REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS ANDMOUNTING HEIGHTS.8.DRAINAGE PIPING SHALL SLOPE 1/4" PER FOOT UNLESS OTHERWISEAPPROVED BY THE BUILDING OFFICIAL. DRAINAGE PIPING 4" & LARGER SHALLSLOPE 1/8" PER FOOT WHERE IT IS IMPRATICAL DUE TO STREET SEWERELEVATION OR STRUCTURAL FEATURES TO OBTAIN 1/4" PER FOOT.9.CONTRACTOR SHALL CHECK LOCATIONS OF OTHER TRADES WORK PRIOR TOINSTALLATION OF PIPE HANGERS TO PREVENT INTERFERENCES.10.REDUCERS, REDUCING INSERTS, UNIONS & APPURTENANCES NOT SHOWN ONDRAWINGS BUT REQUIRED FOR PROPER INSTALLATION SHALL BE PROVIDEDBY CONTRACTOR.11.PLUMBING LINE SIZE REDUCTIONS NOT SHOWN WITH REDUCERS SHALL BEMADE WITH REDUCING FITTINGS.12.PIPE SLEEVES FOR PLUMBING LINES SHALL BE FURNISHED AND INSTALLEDBY CONTRACTOR. COORDINATE WITH SLAB AND WALL CONTRACTORS FORPROPER LOCATION AND SIZE.13.VALVE HANDLE ORIENTATION SHALL BE BY CONTRACTOR UNLESSSPECIFICALLY SHOWN ON DRAWINGS OR DIRECTED BY CONSTRUCTIONMANAGER. VALVE HANDLE SHALL CLEAR VEHICLE AND/OR PERSONNELTRAFFIC AND SHALL BE EASILY ACCESSIBLE.14.FLOOR DRAIN & HUB DRAIN P-TRAPS SHALL BE DEEP SEAL TYPE UNLESSNOTED OTHERWISE. FLOOR DRAIN AND HUB DRAIN P-TRAPS WITH TRAPPRIMER SHALL BE STANDARD SEAL TYPE UNLESS NOTED OTHERWISE.15.TOP OF FLOOR CLEANOUTS SHALL BE FLUSH WITH FINISHED FLOOR UNLESSNOTED OTHERWISE.16.VENT PIPE EXTENSIONS THRU ROOF SHALL TERMINATE 1'-0" (MINIMUM)ABOVE FINISHED ROOF.17.ELEVATIONS SHOWN ON PLUMBING DRAWINGS ARE REFERENCED FROMNOMINAL FINISHED FLOOR ELEVATION.18.UNDERGROUND TRAP PRIMER PIPING SHALL BE INSTALLED IN ACCORDANCEWITH SPECIFICATIONS.19.CONTRACTOR SHALL SEAL PENETRATIONS THROUGH FIRE WALLS ANDFLOORS WITH APPROVED FIRE SEALANT. REFER TO SPECIFICATION. INSTALLPER MANUFACTURERS INSTRUCTIONS FOR APPLICABLE PIPE MATERIAL ANDSIZE.20.PIPE PENETRATION THROUGH NON-RATED WALLS AND FLOORS SHALL BESEALED AIR TIGHT.21.BATHTUB, SHOWER, AND TUB-SHOWER COMBINATIONS REQUIRE INDIVIDUALCONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, ORCOMBINATION PRESSURE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDESCALD AND THERMAL SHOCK PROTECTION FOR THE RATED FLOW RATE OFTHE INSTALLED SHOWERHEAD. HANDLE POSITION STOPS SHOULD BEPROVIDED ON THE VALVES AND SHOULD BE ADJUSTED PERMANUFACTURERS INSTRUCTIONS TO DELIVER MAXIMUM OF 120 DEGREE F.22.ALL DOMESTIC AND HEATING WATER SYSTEMS - INCLUDING PIPING, VALVES,FAUCETS, FITTINGS, CONNECTIONS, PUMPS, EQUIPMENT, ETC., SHALLCOMPLY WITH LEAD FREE AB1953.23.SUBMITTALS FROM CONTRACTOR/OWNER/VENDOR/ARCHIECT MUST CLEARLYHAVE A NARRATIVE THAT HIGHLIGHTS ANY DEVIATIONS FROM THEENGINEERING PLANS OR PREVIOUS SUBMITTALS PROVIDED FOR REVIEW. INADDITION, THE CONFORMITIES OF SUBMITTALS MUST ALSO BE CLEARLYIDENTIFIED TO SHOW COMPLIANCE WITH ENGINEERING PLANS. SUBMITTALSFAILING TO COMPLY WILL NOT BE REVIEWED. GREEN MEP ENGINEERINGCONSULTING, INC. IS NOT RESPONSIBLE FOR ANY DELAYS INCURRED AS ARESULT.24.ANY PIPE SIZING DISCREPANCIES BETWEEN THE FLOOR PLANS AND RISERDIAGRAMS SHALL BE BROUGHT TO THE ENGINEER OF RECORD'S ATTENTIONBEFORE THE WORK IS COMPLETED VIA AN EMAIL OR RFI.25.AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPINGSERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXTUPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL NOTDISCHARGE THROUGH THE BACKWATER VALVE. CLEAN OUTS FOR DRAINSTHAT PASS THROUGH THE BACKWATER VALVE SHALL BE CLEARLY IDENTIFIEDWITH A PERMANENT LABEL STATING 'BACKWATER VALVE DOWNSTREAM'.(CPC 710.1) REFER TO THE APPROVED CIVIL SANITARY SEWER IMPROVEMENTDRAWINGS FOR IDENTIFICATION OF WHICH LOTS REQUIRE BACK WATERVALVE.26.WATER CLOSET SHALL HAVE 15" TO ANY WALL OR OBSTRUCTION ON EACHSIDE OF ITS CENTERLINE AND 24" CLEAR SPACE IN FRONT. (407.5 CPC)27.WATER HEATERS LOCATED IN SEISMIC DESIGN CATEGORIES C, D, E & F, ASDEFINED BY BUILDING CODE, SHALL HAVE STRAPS LOCATED IN THE UPPERAND LOWER 1/3 OF ITS VERTICAL DIMENSION. (507.2 CPC)28.APPLIANCES IS ATTICS SHALL BE ACCESSIBLE THRU AT LEAST A 22"x30"ACCESS OPENING. THE OPENING SHALL NOT BE MORE THAN 20' FROM THEOPENING ALONG THE PATHWAY, PATHWAY SHALL HAVE A SOLID FLOOR NOTLESS THAN 24" WIDE FROM OPENING TO APPLIANCE, PROVIDE 30"x30"WORKING PLATFORM IN FRONT OF THE APPLIANCE AND PROVIDE A 120 VOLTOUTLET WITH A LIGHT FIXTURE NEAR THE APPLIANCE WITH THE LIGHTSWITCH LOCATED NEAR THE OPENING. (508.4 CPC)29.WATER HEATERS LOCATED WITHIN HABITABLE SPACE REQUIRE THEMANUFACTURER'S SPECIFICATIONS DETAILING THE COMBUSTION AIR SUPPLYAND VENTING.30.SCOPE OF WORK IS LIMITED TO THE BUILDING AND 5 FT BEYOND THEPERIMETER OF THE BUILDING.31.PIPING SHALL NOT BE EMBEDDED IN SLAB. USE INSULATED PIPE TO ALLOWFOR MOVEMENT CPC SECTION 312.2.32.ALL REQUIRED CLEANOUT LOCATIONS AND FINISHES SHALL BE REVIEWEDAND APPROVED BY THE ARCHITECT AND OWNER.33.WATER CLOSET BOWLS FOR PUBLIC USE SHALL BE OF THE ELONGATEDTYPE.34.ALL REQUIRED CLEANOUTS SHALL BE INSTALLED AS PER SEC. 707.0 & 719.0OF THE CALIFORNIA PLUMBING CODE.35.INSTANTANEOUS GAS WATER HEATERS (TANKLESS) ARE NOT DIRECTREPLACEMENTS FOR CONVENTIONAL TANK TYPE WATER HEATERS.36.LOCAL AUTHORITY TO APPROVE CPVC PIPE WITHIN RESIDENTIAL BUILDINGSUNDER SPECIFIED CONDITIONS. [HCD 1 & HCD 2] THE LOCAL RESPONSIBLEBUILDING OFFICIAL OF ANY CITY, COUNTY, OR CITY AND COUNTY, SHALLAUTHORIZE BY PERMIT THE USE OF CPVC FOR HOT AND COLD WATERDISTRIBUTION SYSTEMS WITHIN THE INTERIOR OF RESIDENTIAL BUILDINGSPROVIDED ALL OF THE FOLLOWING CONDITIONS ARE SATISFIED:A)PERMIT CONDITIONS. ANY BUILDING PERMIT ISSUED PURSUANT TOSECTION 604.1.1 SHALL BE CONDITIONED ON COMPLIANCE WITHTHE MITIGATION MEASURES SET FORTH IN THIS SECTION.B)APPROVED MATERIALS. ONLY CPVC PLUMBING MATERIAL LISTEDAS AN APPROVED MATERIAL AND INSTALLED IN ACCORDANCE WITHTHIS CODE MAY BE USED.C)INSTALLATION AND USE. ANY INSTALLATION AND USE OF CPVCPLUMBING MATERIAL PURSUANT TO THIS SECTION SHALL COMPLYWITH ALL APPLICABLE REQUIREMENTS OF THIS CODE ANDSECTION 1.2 OF APPENDIX I OF THIS CODE, INSTALLATIONSTANDARD FOR CPVC SOLVENT CEMENTED HOT AND COLDWATER DISTRIBUTION SYSTEMS, IAPM IS 20-2010.

D)CERTIFICATION OF COMPLIANCE. PRIOR TO ISSUING A BUILDINGPERMIT PURSUANT TO SECTION 604.1.1, THE BUILDING OFFICIALSHALL REQUIRE AS PART OF THE PERMITTING PROCESS THAT THECONTRACTOR, OR THE APPROPRIATE PLUMBINGSUBCONTRACTORS, PROVIDE WRITTEN CERTIFICATION: (1) THAT ISREQUIRED IN SUBDIVISION (E), AND (2) THAT HE OR SHE WILLCOMPLY WITH THE FLUSHING PROCEDURES AND WORKER SAFETYMEASURES SET FORTH IN SECTION 1.2 OF APPENDIX 1 OF THISCODE, INSTALLATION STANDARD FOR CPVC SOLVENT CEMENTEDHOT AND COLD WATER DISTRIBUTION SYSTEMS, (IAPMO IS20-2010).E)WORKER SAFETY. ANY CONTRACTOR APPLYING FOR A BUILDINGPERMIT THAT INCLUDES THE USE OF CPVC PLUMBING MATERIALSAUTHORIZED PURSUANT TO THIS SECTION SHALL INCLUDE IN THEPERMIT APPLICATION A SIGNED WRITTEN CERTIFICATION STATINGTHAT:(1)THEY ARE AWARE OF THE HEALTH AND SAFETY HAZARDSASSOCIATED WITH CPVC PLUMBING INSTALLATIONS;(2)THEY HAVE INCLUDED IN THEIR INJURY AND ILLNESSPREVENTION PLAN THE HAZARDS ASSOCIATED WITH CPVCPLUMBING PIPE INSTALLATIONS; AND(3)THE WORKER SAFETY TRAINING ELEMENTS OF THEIRINJURY AND ILLNESS PREVENTION PLAN MEET THEDEPARTMENT OF INDUSTRIAL RELATION'S GUIDELINES.F)FINDINGS OF COMPLIANCE. THE BUILDING OFFICIAL SHALL NOTGIVE FINAL PERMIT APPROVAL OF ANY CPVC PLUMBINGMATERIALS INSTALLED PURSUANT TO SECTION 604.1.1 UNLESS HEOR SHE FINDS THAT THE MATERIAL HAS BEEN INSTALLED INCOMPLIANCE WITH THE REQUIREMENTS OF THIS CODE AND THATTHE INSTALLER HAS COMPLIED WITH THE REQUIREMENTS INSECTION 1.2.1 OF APPENDIX I OF THIS CODE, INSTALLATIONSTANDARDS FOR CPVC SOLVENT CEMENTED HOT AND COLDWATER DISTRIBUTION SYSTEMS, (IAPMO IS 20-2010).G)PENALTIES. ANY CONTRACTOR OR SUBCONTRACTOR FOUND TOHAVE FAILED TO COMPLY WITH THE FLUSHING REQUIREMENTS OFSECTION 1.2.1 OF APPENDIX I OF THIS CODE OR THE VENTILATION,AND GLOVE REQUIREMENTS OF SECTION 1.2.2 OF APPENDIX I OFTHIS CODE, INSTALLATION STANDARDS FOR CPVC SOLVENTCEMENTED HOT AND COLD WATER DISTRIBUTION SYSTEMS,(IAPMO IS 20-2010) SHALL BE SUBJECT TO THE PENALTIES INHEALTH AND SAFETY CODE, DIVISION 13, PART 1.5, CHAPTER 6(SECTION 17995 ET SEQ.). IN ADDITION, IF DURING THE CONDUCTOF ANY BUILDING INSPECTION THE BUILDING OFFICIAL FINDS THATTHE VENTILATION AND GLOVE REQUIREMENTS OF SECTION 2.7.1OF APPENDIX I OF THIS CODE, "SPECIAL REQUIREMENTS FOR CPVCINSTALLATION WITHIN RESIDENTIAL BUILDINGS," ARE BEINGVIOLATED, SUCH BUILDING OFFICIALS SHALL CITE THECONTRACTOR OR SUBCONTRACTOR FOR THAT VIOLATION.37.ALL INSTALLATIONS OF PEX PIPE WHERE IT IS THE INITIAL PLUMBING PIPINGINSTALLED IN NEW CONSTRUCTION SHALL BE FLUSHED TWICE OVER APERIOD OF AT LEAST ONE WEEK. THE PIPE SYSTEM SHALL BE FIRSTFLUSHED FOR AT LEAST 10 MINUTES AND THEN FILLED AND ALLOWED TOSTAND FOR NO LESS THAN 1 WEEK, AFTER WHICH ALL THE BRANCHES OFTHE PIPE SYSTEM MUST BE FLUSHED LONG ENOUGH TO FULLY EMPTY THECONTAINED VOLUME. THIS PROVISION SHALL NOT APPLY TO THEINSTALLATION OF PEX PIPE WHERE IT REPLACES AN EXISTING PIPE SYSTEMOF ANY MATERIAL.1.AT THE TIME OF FILL, EACH FIXTURE SHALL HAVE A REMOVABLETAG APPLIED STATING:A."THIS NEW PLUMBING SYSTEM WAS FIRST FILLED AND FLUSHED ON(DATE)BY (NAME). THE STATE OF CALIFORNIA REQUIRES THAT THESYSTEM BE FLUSHED AFTER STANDING AT LEAST ONE WEEKAFTER THE FILL DATE SPECIFIED ABOVE. IF THIS SYSTEM IS USEDEARLIER THAN ONE WEEK AFTER THE FILL DATE, THE WATER MUSTBE ALLOWED TO RUN FOR AT LEAST TWO MINUTES PRIOR TO USEFOR HUMAN CONSUMPTION. THIS TAG MAY NOT BE REMOVEDPRIOR TO THE COMPLETION OF THE REQUIRED SECOND FLUSHING,EXCEPT BY THE BUILDING OWNER OR OCCUPANT."2.PRIOR TO ISSUING A BUILDING PERMIT TO INSTALL PEX PIPE, THEBUILDING OFFICIAL SHALL REQUIRE AS PART OF THE PERMITTINGPROCESS THAT THE CONTRACTOR, OR THE APPROPRIATE PLUMBINGSUBCONTRACTORS PROVIDE WRITTEN CERTIFICATION THAT HE OR SHEWILL COMPLY WITH THE FLUSHING PROCEDURES SET FORTH IN THECODE.3.THE BUILDING OFFICIAL SHALL NOT GIVE FINAL PERMIT APPROVAL OFANY PEX PLUMBING INSTALLATION UNLESS HE OR SHE FINDS THAT THEMATERIAL HAS BEEN INSTALLED IN COMPLIANCE WITH THEREQUIREMENTS OF THE CODE, INCLUDING THE REQUIREMENTS TOFLUSH AND TAG THE SYSTEM.4.ANY CONTRACTOR OR SUBCONTRACTOR FOUND TO HAVE FAILED TOCOMPLY WITH THE PEX FLUSHING REQUIREMENTS SHALL BE SUBJECTTO THE PENALTIES IN HEALTH AND SAFETY CODE, DIVISION 13, PART1.5, CHAPTER 6 (SECTION 17995, ET SEQ.).38.PUBLIC LAVATORIES SHALL HAVE A WATER TEMPERING DEVICE THATCOMPLIES WITH ASSE 1070 OR CSA B125.3. WATER HEATHER THERMOSTATSHALL NOT BE CONSIDERED A CONTROL TO MEET THIS PROVISION.39.WATER HAMMER ARRESTORS SHALL BE INSTALLED ON ALL QUICK CLOSINGVALVES IN PUBLIC AREAS PER CPC SECTION 609.10. WATER HAMMERARRESTORS SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO QUICK-ACTINGVALVES AT THE END OF LONG PIPE OR NEAR BATTERIES OF FIXTURES ORBOTH.40.PIPING FOR ALL SERVICE WATER HEATING SYSTEMS SHALL BE INSULATEDIN ACCORDANCE WITH TABLE 120.3-A.41.ALL PIPE PENETRATIONS THROUGH ROOF SHALL BE PROVIDED WITHFLASHING. REFER TO ARCHITECTURAL DETAILS.42.ROOF OVERFLOW DRAINS SHALL BE INSTALLED WITH THE INLET 2" ABOVETHE LOWPOINT OF THE ROOF SURFACE. CPC 1101.11.2.2.43.ROOF OVERFLOW DRAINS SHALL BE CONNECTED TO DRAIN LINESINDEPENDENT FROM THE ROOF DRAINS. CPC 1101.11.2.2(A)44.SEISMIC SHUT-OFF VALVE SHALL BE INSTALLED TO BE MOUNTED RIGIDLY TOTHE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GASPIPING.45.CONCELALED GAS PIPING SHALL COMPLY WITH CPC 1210.3.46.REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL LOCATIONS OF PIPING,HORIZONTAL AND/OR VERTICAL, THAT REQUIRES VEHICLE BARRIERPROTECTION.47.EACH PLUMBING FIXTURE SHALL HAVE ITS OWN ANGLE STOP VALVE SO THATTHE WATER SUPPLYING A FIXTURE CAN BE SHUT-OFF INDEPENDENTLY FORMAINTENANCE PURPOSES.48.DOMESTIC WATER SYSTEM SHALL BE TESTED AND BALANCED PRIOR TOOCCUPANCY. A REPORT CONTAINING SET PRESSURES AND SETTINGS FORALL VALVES AND EQUIPMENT THROUGHOUT THE SYSTEM SHALL BEPROVIDED BY THE CONTRACTOR AND SUPPLIED TO THE PLUMBING ENGINEERFOR REVIEW PRIOR TO OCCUPANCY.49.INSULATE ALL EXPOSED DOMESTIC WATER PIPING ON ANY ROOF ANDPROVIDE WRAPPED ALUMINUM JACKET FOR PROTECTION. THIS INCLUDESDOMESTIC COLD WATER, DOMESTIC HOT WATER, AND HOT WATER RETURNPIPING.50.CONTRACTOR TO COORDINATE WITH ARCHITECTURAL AND LANDSCAPEDRAWINGS FOR EXACT LOCATIONS OF ALL DRAIN PENETRATIONS.51.ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH THEARCHITECTURAL DRAWINGS IN ORDER TO AVOID NO PENETRATIONS ZONESFOR ITEMS SUCH AS FIRE AND/OR SEISMIC JOINTS AND SOLAR ZONES.52.ALL PIPING LOCATED WITHIN CORRIDORS SHALL HAVE NO CROSSINGS INORDER TO ACHIEVE THE SPECIFIED ARCHITECTURAL CEILING HEIGHTSSHOWN ON THE ARCHITECTURAL PLANS. CONTRACTOR TO COORDINATEWITH OTHER TRADES PRIOR TO INSTALLATION. ENGINEER AND ARCHITECTSHALL BE NOTIFIED IMMEDIATELY IF A PROBLEM EXISTS.53.ALL PET WASH SINKS AND BEAUTY SINKS SHALL BE PROVIDED WITH ANAPPROVED HAIR INTERCEPTOR.54.ALL FIXTURES, EQUIPMENT, PIPING, AND MATERIALS SHALL BE LISTED.55.WATER PIPE AND FITTINGS WITH A LEAD CONTENT WHICH EXCEEDS 0.25%SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE WATER.56.EXPANSION LOOPS SHALL BE PROVIDED FOR ALL CPVC PIPING PERMANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS.57.ALL PLUMBING PIPING, VALVES, FITTINGS, AND EQUIPMENT SHALL BEINSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTALLATIONINSTRUCTIONS.58.ALL PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS SPECIFIEDIN THE LOS ANGELES PLUMBING CODE OR OTHER GOVERNING JURISDICTIONSPECIFIC TO THE PROJECT LOCATION.59.ALL WATER CLOSETS AND URINALS LOCATED WITHIN COMMON AREAS FORPUBLIC USE SHALL BE OF THE FLUSH VALVE TYPE UNLESS OTHERWISENOTED.60.ALL ACCESS PANELS IN COMMON AREAS SHALL BE COORDINATED WITH THEARCHITECT PRIOR TO INSTALLATION.61. PROVIDE DIELECTRIC UNION FOR ALL DISSIMILAR MATERIALS.62.PROVIDE NEUTRALIZER FOR ALL WATER HEATER CONDENSATE DISCHARGEPRIOR TO ENTERING THE BUILDING SEWER SYSTEM.63.ALL STORM PIPING SHALL BE SLOPED AT 1% TO MEET INVERTS ANDACHIEVE MAXIMUM CEILING HEIGHTS.

1.TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALLNOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF THE WRIST.CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THETOILET AREA NO MORE THAN 44-INCHES ABOVE THE FLOOR. THE FORCEREQUIRED TO ACTIVATE CONTROLS SHALL BE NO GRATER THAN 5 POUNDSFORCE.2.URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALLNOT REQUIRE TIGHT GASPING OR TWISTING OF THE WRIST AND SHALL BEMOUNTED NO MORE THAN 44-INCHES ABOVE THE FLOOR. THE FORCEREQUIRED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN 5 POUNDSFORCE.3.HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OROTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACESUNDER LAVATORIES.4.FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITHONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTINGOF THE WRIST. THE FORCE REQUIRED TO ACTIVE CONTROLS SHALL BE NOGREATER THAN 5 POUNDS FORCE LEVER-OPERATED, PUSH -TYPE ANDELECTRONICALLY CONTROLLED MECHANICAL ARE EXAMPLES OF ACCEPTABLEDESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPENAT LEAST 10 SECONDS.

ACCESSIBILITY NOTES

1.HVAC EQUIPMENT, WATER HEATERS, SHOWERHEADS, FAUCETS AND ALLOTHER REGULATED APPLIANCES ARE CERTIFIED BY THE ENERGY COMMISSION.SECTION 110.1-110.32.WATER HEATING RECIRCULATION LOOPS SERVING MULTIPLE DWELLING UNITSAND HIGH-RISE RESIDENTIAL OCCUPANCIES MEET THE AIR RELEASE VALVE,BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOPCONNECTION REQUIREMENT OF SECTION 110.3(C)53.CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL GAS:FAN-TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES(APPLIANCES WITH AN ELECTRICAL SUPPLY VOLTAGE CONNECTION WITH PILOTLIGHTS THAT CONSUME LESS THAN 150 BTU/HR ARE EXEMPT), AND POOL ANDSPA HEATERS SECTION 110.54.STORAGE GAS WATER HEATERS RATED WITH AN ENERGY FACTOR NOGREATER THAN THE FEDERAL MINIMAL STANDARD ARE EXTERNALLY WRAPPEDWITH INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 ORGREATER SECTION 150(J)1A5.UNFIRED STORAGE TANKS, SUCH AS STORAGE TANKS OR BACKUP TANKS FORSOLAR WATER-HEATING SYSTEM, OR OTHER INDIRECT HOT WATER TANKSHAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION WHERE THEINTERNAL INSULATION R-VALUE IS INDICATED ON THE EXTERIOR OF THE TANK.SECTION 150(J)1B6.PIPING FOR ALL SERVICE WATER HEATING SYSTEMS SHALL BE INSULATED INACCORDANCE WITH TABLE 120.3-A.7.COOLING SYSTEM PIPING (SUCTION, CHILLED WATER, OR BRINE LINES),ANDPIPING INSULATED BETWEEN HEATING SOURCE AND INDIRECT HOT WATERTANK SHALL BE INSULATED TO TABLE 120.3-A AND EQUATION 120.3. SECTION150(J)28.PIPE INSULATION FOR STEAM HYDRONIC HEATING SYSTEMS OR HOT WATERSYSTEMS >15 PSI, MEETS THE REQUIREMENTS OF STANDARDS TABLE 123-A.SECTION 150(J)29.INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TOSUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. SECTION150(J)3A10.INSULATION FOR CHILLED WATER PIPING AND REFRIGERANT SUCTION LINESINCLUDES A VAPOR RETARDANT OR IS ENCLOSED ENTIRELY IN CONDITIONEDSPACE. SECTION 150(J)3B11.SOLAR WATER-HEATING SYSTEMS AND/OR COLLECTORS ARE CERTIFIED BYTHE SOLAR RATING AND CERTIFICATION CORPORATION. SECTION 150(N)312.INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TOSUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. CELLULAR FOAMINSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATINGTHAT IS WATER RETARDANT AND PROVIDES SHIELDING FROM SOLARRADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. SECTION150(M)913.ALL PLUMBING FIXTURES SHALL BE CERTIFIED BY THE CALIFORNIA ENERGYCOMMISSION AND MEET THE CALIFORNIA GREEN BUILDING STANDARDS CODEWATER CONSUMPTION RATES (TABLE 4.303.2) AS FOLLOWS:FIXTURE DESCRIPTION MAXIMUM WATER CONSUMPTION RATEWATER CLOSET 1.28 GALLONS PER FLUSHURINAL 0.125 GALLONS PER FLUSHSHOWERHEADS 2.0 GALLONS PER MINUTELAVATORY FAUCETS1.5 GALLONS PER MINUTESINK FAUCETS 1.8 GALLONS PER MINUTEPUBLIC-USE LAVATORY 0.4 GALLONS PER MINUTEMETERING FAUCETS 0.2 GALLONS PER CYCLE14.ANY POOL OR SPA HEATING SYSTEM SHALL BE CERTIFIED TO HAVE: A THERMALEFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATIONS;AN ON-OFF SWITCH MOUNTED OUTSIDE OF THE HEATER; A PERMANENTWEATHERPROOF PLATE OR CARD WITH OPERATING INSTRUCTIONS; AND SHALLNOT USE ELECTRIC RESISTANCE HEATING OR PILOT LIGHT. SECTION 110.4(A)15.ANY POOL OR SPA HEATING EQUIPMENT SHALL BE INSTALLED WITH AT LEAST36" PIPE BETWEEN HEATER AND FILTER, OR DEDICATION SUCTION AND RETURNLINES, OR BUILT-UP CONNECTIONS FOR FUTURE SOLAR HEATING.SECTION 110.4(B)116.OUTDOOR POOLS OR SPAS THAT HAVE A HEAT PUMP OR GAS HEATER SHALLHAVE A COVER. SECTION 110.4(B)217.POOLS SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOLWATER, AND A TIME SWITCH THAT WILL ALLOW ALL PUMPS TO BE SET ORPROGRAMMED TO RUN ONLY DURING OFF-PEAK ELECTRIC DEMAND PERIODS.SECTION 110.4(B)318.RESIDENTIAL POOL SYSTEMS OR EQUIPMENT MEET THE PUMP SIZING, FLOWRATE, PIPING, FILTER AND VALVE REQUIREMENTS PER SECTION 150(P)19.TEMPERATURE CONTROLS FOR PUBLIC LAVATORIES. THE CONTROLS SHALLLIMIT THE OUTLET TEMPERATURE TO 110 F. SECTION 110.3(C)320.CIRCULATING SERVICE WATER-HEATING SYSTEMS SHALL HAVE A CONTROLCAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP WHENHOT WATER IS NOT REQUIRED. SECTION 110.3(C)221.SHOWERS SERVED BY MORE THAN ONE SHOWERHEAD SHALL HAVE A MAXIMUMCOMBINED FLOW RATE OF 2.0 GPM AT 80 PSI.22.ALL PUBLIC-USE LAVATORIES SHALL BE OF THE SELF CLOSING TYPE IF THEYARE NOT ELECTRONICALLY CONTROLLED.

PLUMBING TITLE 24 NOTES1.THERE SHOULD BE NO CONTACT BETWEEN ANY SERVICE PENETRATING THEGYPSUM BOARD. A GAP SHOULD BE MAINTAINED AND SEALED.2.PLUMBING PIPING SHALL BE INSTALLED AS HIGH IN THE FLOOR CEILING CAVITYAS POSSIBLE AND BE ISOLATED FORM THE STRUCTURE AND ROUTED THROUGHNON-CRITICAL ACOUSTIC AREAS.3.PROVIDE 1/2" ARMAFLEX ON CONDENSATE PIPING WHEREVER IT CANNOT BEISOLATED FROM THE STRUCTURE.4.THERE SHOULD BE NO CONTACT BETWEEN THE PIPING FOR THE BUILDING ANDOTHER SYSTEMS OR EACH OTHER. IF CONTACT IS UNAVOIDABLE, THECONTRACTOR SHOULD USE CLOSED CELL FOAM SUCH AS ARMAFLEX AP (1/2"THICK AND 3" LONG) AT THE POINT OF CONNECTION. CATEGORY P DRAWINGSREQUIRE ACOUSTO-PLUMB ISOLATORS.5.WASTE, VENT AND STORM DRAIN PIPING ARE TO BE ISOLATED WITH 1/4" FELTEQUAL TO HUBBARD HOLDRITE FELT 100. NEPRENE ISOLATORS EQUAL TOHUBBARD HOLDRITE 278 SHOULD BE USED BELOW CLAMPS.6.ALL SUPPLY PIPING SHALL BE ACOUSTICALLY VIBRATION ISOLATED FROM THESTRUCTURE. ACOUSTO-PLUMB MATERIALS ARE ACCEPTABLE BUT MAY NEEDTO BE SWITCHED TO THE HUBBARD HOLDRITE SILENCER SERIES FORCOMPATIBILITY DEPENDING ON THE TYPE OF PIPING SELECTED.7.ALL EQUIPMENT AND PIPING SHALL BE ISOLATED FROM THE STRUCTURE.8.PUMPS WILL BE ISOLATED WITH A SPRING HAVING 1 INCH MINIMUM STATICDEFLECTION AND EQUAL TO MASON INDUSTRIES. BOILERS SHALL BE ISOLATEDWITH MASON NEOPRENE MOUNTS EQUAL TO TYPE BR HAVING 0.3 INCHES OFSTATIC DEFLECTION. PIPING SHALL BE ISOLATED WITH THE NEOPRENE TYPEBR FOR SUPPORTED AND HN FOR HANGING HAVING 0.3 INCHES OF STATICDEFLECTION.9.A CONCRETE PAD, MINIMUM OF 4" THICK SHOULD BE BELOW ALL EQUIPMENT.10.DIMENSION ALL STUD CAVITIES THAT CONTAIN PIPING TO BE AT LEAST 1"WIDER THAN THE LARGEST PIPING SYSTEM COMPONENT IN THE CAVITY, ANDCENTER THE PIPING IN THE CAVITY SO THAT THERE IS A MINIMUM 1 2"CLEARANCE BETWEEN ANY PART OF THE PIPING SYSTEM AND THE ADJACENTDRYWALL.11.NO PART OF ANY PIPING SYSTEM, INCLUDING PIPES, CLAMPS, HANGERS, HUBS,CONNECTORS, PIPING SYSTEM ACCESSORIES, ETC., SHALL MAKE DIRECT ORINDIRECT CONTACT WITH ANY OTHER TRADE'S WORK; THE ONLY EXCEPTION ISINCIDENTAL, LOW-COMPRESSION CONTACT WITH INSULATION BATTS.12.ALL PIPING SYSTEM COMPONENTS (E.G., PIPING, PIPE FITTINGS, VALVES,CLAMPS, ETC.) SHALL BE RESILIENTLY ISOLATED FROM THE BUILDING USINGONE OF THE FOLLOWING ISOLATION SYSTEMS:A.FOR PENETRATIONS THROUGH STUDS, JOISTS, HEAD TRACKS, FLOORTRACKS, VERTICAL AND HORIZONTAL SHEAR PANELS, AND OTHERSTRUCTURAL ELEMENTS - HOLDRITE SERIES 260 SILENCER CLAMPS.B.FOR ATTACHMENTS TO STUDS, JOISTS, HEAD TRACKS, FLOOR TRACKS,AND OTHER STRUCTURAL ELEMENTS - HOLDRITE SERIES 260 SILENCERCLAMPS.C.FOR SHOWER HEAD AND TUB SPOUT BRACKETS - HOLDRITE TYPE 265SILENCER CLAMPS.D.FOR SUSPENDED PIPING - HOLDRITE SERIES 300 LOOP HANGERS ORSERIES 320 J-HANGERS.E.FOR PIPING STRAPPED TO TRAPEZES OR FRAMING - STONEMANTRISOLATOR OR COOPER B-LINE B3195 FELT-LINED METAL SLEEVES.F.FOR RISERS - HOLDRITE TYPE 275T NEOPRENE PADS.G.TO PREVENT INCIDENTAL CONTACT WITH OTHER TRADES' WORK -HOLDRITE 272-2 SELF-ADHESIVE FELT.13.ALL SHUT-OFF VALVES SHALL BE BALL VALVES OR SIMILAR TYPE THAT DOESNOT OBSTRUCT THE WATER FLOW WHEN FULLY OPEN.14.WITHIN THE PARTY WALL CAVITIES, DO NOT RUN THE PIPING OF ONERESIDENCE IN THE ADJACENT RESIDENCE'S HALF OF THE PARTY WALLFRAMING. IN OTHER WORDS, PIPING SHALL NOT CROSS OVER OR RUNIN THE GAP BETWEEN THE PARTY WALL STUD ROWS.15.ALL PIPE PENETRATIONS THROUGH WALL AND FLOOR ASSEMBLIES SHALL BESEALED AIRTIGHT WITH EITHER AN ACOUSTICAL SEALANT (E.G., USGACOUSTICAL SEALANT) OR A RESILIENT FIRE SEALANT (E.G., 3M FIRE BARRIERSEALANT SILICONE).16.ATTACH ALL PUMPS TO CONCRETE (SLAB OR WALL) USING MASON TYPE BRSEISMIC ALL-DIRECTION NEOPRENE MOUNTS.17.INSTALL ALL TUBS AND SHOWERS ON TOP OF A LAYER OF 1 2" THICK AMORIM ACOUSTI-CORK. IF THE TUB OR SHOWER SUPPLIER RECOMMENDSA MORTAR BED BASE, IT SHOULD BE INSTALLED ON TOP OF THE CORK.18.ENCLOSE ANY PIPING THAT RUNS OVER A BEDROOM IN PAPER-WRAPPED, RIGIDINSULATION EQUIVALENT TO OWENS CORNING FIBERGLASS PIPE INSULATIONWITH AN ASJ/SSL JACKET.19.IF A CODE REQUIREMENT OR FIELD INTERFERENCE CONFLICTS WITH ANY OFTHESE GUIDELINES AND RECOMMENDATIONS, BRING THE CONFLICT TO THEATTENTION OF THE ACOUSTICAL CONSULTANT FOR RESOLUTION.

ACOUSTICAL NOTESINDEX
P-0.1 PLUMBING NOTES AND LEGENDP-0.2 PLUMBING DETAILSP-0.3 SPECSP-0.31 SPECSP-1.0 PLUMBING SITE PLAN WATER PIPE SIZEPIPECOLD WATERHOT WATER1/2"33 3/4"128 1"2616 1 1/4"5628 1 1/2"10346 2"254119 COPPER TYPE "L" WATER SIZE=9.6 PSI / 100 FT.COLD WATER 8 FT/SEC, HOT WATER 5 FT/SEC CODES·2022 CPC TITLE 24 PART 5, BASED ON THE 2021 UPC·2022 CEC TITLE 24 PART 3, BASED ON THE 2020 NEC·2022 CMC TITLE 24 PART 4, BASED ON THE 2021 UMC·2022 CFC TITLE 24 PART 9, BASED ON THE 2021 IFC·2022 CGBSC TITLE 24 PART 11·2022 BUILDING ENERGY EFFICIENCY STANDARDS CODE·2023 LOCAL CITY MUNICIPAL CODE WITH AMENDMENTSPIPING MATERIALPIPINGSERVICEABOVE GROUNDBELOW GROUNDSANITARY WASTECAST IRONCAST IRONSANITARY VENTABSABS PORATBLE WATERCOPPER "L"COPPER "K"CONDENSATE DRAINPVC- GAS PIPEBLACK STEEL (SCH 40)- NOTES:SEATS, FOR PUBLIC USE, SHALL BE OF THE ELONGATED TYPE AND EITHEROF THE OPEN FRONT TYPE OR HAVE AN AUTOMATIC SEAT COVERDISPENSER. PLASTIC SEATS SHALL COMPLY WITH IAPMO Z124.5.

MAXIMUM WATER DEMAND:115 WSFU - 47 GPMAVAILABLE STATIC PRESSURE:90 PSIMOST REMOTE POINT:236 FEETRESIDUAL PRESSURE:20 PSIELEVATION PRESSURE LOSS:52*0.43 = 22.4 PSIPRESSURE LOSS THRU WATER METER (2"): 8 PSI PRESSURE LOSS THRU RPBP:13 PSIAVAILABLE PRESSURE FOR FRICTION LOSS:90-20-22.4-8-13 = 22.6 PSIFRICTION LOSS PER 100 FEET:100 * 22.6 / 236 = 9.6 PSI PLUMBING NOTES:a.ALL WORK TO COMPLY WITH 2022 CALIFORNIA PLUMBING CODE, 2022CALIFORNIA BUILDING CODE, 2022 CALIFORNIA GREEN CODE (CALGREEN), 2022CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS, AND TITLE 18 OF LONGBEACH MUNICIPAL CODE.b.WATER PIPE AND FITTINGS WITH A LEAD CONTENT WHICH EXCEED 0.25%SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE WATER. (CPC 604.2 &CALIFORNIA HEALTH & SAFETY CODE 116875).c.ALL PLUMBING FIXTURES SHALL MEET THE FLOW RATE REQUIREMENTS OFCGBC TABLE 5.303.2.3.d.ALL FIXTURES IN HANDICAP RESTROOMS SHALL BE INSTALLED INACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF CALIFORNIAHANDICAP CODE AND LOCAL HANDICAP CODES HAVING JURISDICTION.e.ALL FIXTURES, EQUIPMENT, PIPING, AND MATERIALS SHALL BE LISTED.(CPC 301.2)f.ALL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED THOSESHOWN IN CPC TABLE 313.1.g.PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT TO THE WATERTEMPERATURE TO 120ºF.h.ALL SERVICE WATER HEATING EQUIPMENT TO BE IN COMPLIANCE WITHTHE MODEL ENERGY CODE REQUIREMENTS AND LABELED.i.EACH PLUMBING FIXTURE SHALL BE INDEPENDENTLY VALVE PER CODE.j.INSTALL ALL PLUMBING TO AVOID INTERFERENCE WITH ELECTRICAL ANDMECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAINLINES PERMITTED OVER OR UNDER ELECTRICAL PANELS.k.ALL POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS, SUCH AS HOSEBIBS, AND MOP SINKS ARE TO BE PROVIDED WITH A BACKFLOW / ANTI-SIPHONVALVE.l.PLASTIC PIPE AND THE FITTINGS USED FOR PLASTIC PIPE, OTHER THANTHOSE FOR GAS, SHALL MEET THE REQUIREMENTS OF NSF14.m.NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTEDPRIOR TO USE ACCORDING TO THE METHOD SET IN CPC SEC. 609.9.n.INSULATION SHALL BE PROVIDED ON ALL HOT WATER AND CIRCULATINGPIPING AND THE FIRST 5' ON THE COLD WATER FROM THE WATER HEATER.o.THE PREMISE OWNER OR RESPONSIBLE PERSON SHALL HAVE THEBACKFLOW PREVENTION ASSEMBLY TESTED BY A CERTIFIED BACKFLOWASSEMBLY TESTER AT THE TIME OF INSTALLATION.p.POTABLE WATER SUPPLY TO BEVERAGE DISPENSERS, CARBONATEDBEVERAGE DISPENSERS, OR COFFEE MACHINES SHALL BE PROTECTED BYAPPROVED TYPE NON-REMOVABLE PRESSURE VACUUM BREAKER DEVICE.q.BUILDING REVIEW MUST BE APPROVED PRIOR TO OBTAINING SEPARATEMECHANICAL/ELECTRICAL/PLUMBING PERMITS ASSOCIATED WITH THIS PROJECT.PLEASE CONTACT THE PERMIT CENTER AT (562) 570-5237 FOR ANY INFORMATIONNEEDED IN REGARDS TO OBTAINING PERMITS.

NOTES:a.PLAN CHECK EXPIRATIONS - PER CBC, SECTION 106.4.1, WHEN NO PERMIT ISISSUED WITHIN ONE YEAR FOLLOWING THE DATE OF THE APPLICATION THEREOF, THEAPPLICATION SHALL AUTOMATICALLY EXPIRE. THE BUILDING OFFICIAL MAY GRANT UPTO TWO EXTENSIONS NOT EXCEEDING 180 DAYS PER EXTENSION, BEYOND THE INITIALONE-YEAR LIMIT UPON WRITTEN REQUEST BY THE APPLICANT SHOWING THATCIRCUMSTANCES BEYOND THE CONTROL OF THE APPLICANT HAVE PREVENTED ACTIONFROM BEING TAKEN AND UPON THE PAYMENT OF AN EXTENSION FEE AS DETERMINEDBY THE BUILDING OFFICIAL, NOT TO EXCEED 25 PERCENT OF THE PLAN CHECK FEE.b.PERMIT EXPIRATIONS - PER CBC, SECTION 106.5.4, EVERY PERMIT ISSUED BY THEBUILDING OFFICIAL UNDER THE PROVISIONS OF THE CODE SHALL EXPIRE BY LIMITATIONAND BECOME VOID, IF THE BUILDING OR WORK AUTHORIZED BY SUCH PERMIT IS NOTCOMMENCED WITHIN 180 DAYS FROM THE DATE OF SUCH PERMIT, OR THE BUILDING ORWORK AUTHORIZED BY SUCH PERMIT IS SUSPENDED OR ABANDONED FOR A PERIOD OF180 DAYS, OR THE PERMITTEE FAILS TO OBTAIN INSPECTION AS REQUIRED BY THEPROVISIONS OF SECTION 108 OF THIS CODE FOR A PERIOD OF 180 DAYS. THE BUILDINGOFFICIAL MAY EXTEND THE TIME FOR ACTION BY THE PERMITTEE FOR A PERIOD NOTEXCEEDING 180 DAYS FROM THE DATE OF EXPIRATION UPON WRITTEN REQUEST FROMTHE PERMITTEE AND PAYMENT OF A FEE IN AN AMOUNT DETERMINED BY THE BUILDINGOFFICIAL, NOT TO EXCEED 25 PERCENT OF THE PERMIT FEE. NO PERMIT SHALL BEEXTENDED MORE THAN TWICE.

SCOPE OF WORKPROPOSED PLUMBING DRAWINGS 4 STORY MEDICALBUILDING HOT WATER PIPEINSULATIONPIPEINSULATION1/2"1" 3/4"1" 1"1-1/2"1 1/4"1-1/2"1 1/2"1-1/2"2"2" HOT WATER PIPE INSULATION SHALL HAVE AMINIMUM WALL THICKNESS OF NOT LESSTHAN THE DIAMETER OF THE PIPE FOR APIPE UP TO 2 INCHES (50 MM) IN DIAMETER.INSULATION WALL THICKNESS SHALL BE NOTLESS THAN 2 INCHES (51 MM) FOR A PIPE OF2 INCHES (50 MM) OR MORE IN DIAMETER.

PLUMBING EQUIPMENT SCHEDULEFIXTUREWASTEVENTCOLD WATERHOT WATERREMARKS LAVATORY (LAV)2"2"1/2"1/2"0.4 GPM 3 COMPARTMENT SINK (3CS)2"2"1/2"1/2"PROVIDE SPLASHGUARDHAND SINK (HS)2"2"1/2"1/2" PREP. SINK (PS)2"2"1/2"1/2"PROVIDE SPLASHGUARDMOP SINK (MS)3"2"1/2"1/2"PROVIDE BACKFLOW PREVENTION DEVICE. PROVIDE CHEMICALSHELF W/ BROOM, MOP HANGERFLOOR SINK (FS)2"2"1/2"1/2" WATER CLOSET (WC)3"2"1/2"-1.6 GPF GRAVITY TANKFLOOR DRAIN (FD)2"2"--COMPLETE W/ TRAP SEAL PRIMER AND ACCESS PANELHOSE BIB (HB)--1/2"-PROVIDE ANTI SIPHON DEVICE IN ACCORDANCE WITH CPC 603 WATER & WASTE FIXTURE UNIT LOAD CALC CAR WASHUNIT TYPEQUANTITYDEMAND WEIGHT IN WSFUDRAINAGECOLDHOTTOTAL COLDTOTAL HOTDFUTOTAL LAVATORY (LAV)46114646146 WATER CLOSET (WC)162.5-40.0-464 KITCHEN SINK (KS)21.51.53.03.024.0 SHOWER (SW)62212.012.0212.0 3 COMPARTMENT SINK(3CS)1333.03.033.0 HAND SINK (HS)1111.01.01.51.5 PREP SINK (PS)1333.03.033.0 MOP SINK (MS)1333.03.033.0 DRINKING FOUNTAIN(DF)80.5-4.0-1.512.0 TOTAL FIXTURE UNIT115.071.021.0148.5
WATER HEATER SCHEDULEMARKQTY.DESCRIPTIONMANUFACTURERMODELGALBTUAMPELECTRICALOPER. TEMP.(F°)WEIGHT WH-146ELECTRIC TANKLESS WATER HEATERRHEEMRTEX-061 GPM6 KW251ɸ 240V140 F° MAX4.5 LB NOTES:a. ALL WATER FACILITIES SHALL BE PROTECTED IN PLACEDURING CONSTRUCTION OF THE SUBJECT PROJECT. ALL WATERVALVES, WATER METER BOXES, WATER VAULTS AND FIREHYDRANTS MUST BE RELOCATED AND SET TO FINISHED GRADEWHEN NECESSARY AT PROJECT’S EXPENSE. PLEASE CONTACTGWP WATER ENGINEERING AT (818) 548- 2062 PRIOR TOCONSTRUCTION.b.ALL PROPOSED UTILITIES PARALLEL WITH WATER MAINSSHALL HAVE A MINIMUM 4-FEET OF LATERAL CLEARANCE IF THEPROPOSED UTILITIES ARE INSTALLED AT THE SAME DEPTH ASTHE EXISTING WATER MAIN. IF THE PROPOSED UTILITIES HAVE AMINIMUM 1-FOOT VERTICAL CLEARANCE FROM THE EXISTINGWATER MAIN, THEN THE LATERAL CLEARANCE BETWEEN THEPROPOSED UTILITIES AND THE EXISTING WATER MAIN SHALL BEMINIMUM 2-FEET.c.ALL PROPOSED UTILITIES CROSSING WATER MAINS SHALLMAINTAIN A MINIMUM 1-FOOT VERTICAL CLEARANCE FROM THEWATER MAIN. PLEASE PLAN ACCORDINGLY IN ORDER TOMAINTAIN THE CLEARANCE BETWEEN THE PROPOSED UTILITIESAND THE EXISTING WATER MAINS.

DATE: 07/20/2024JOB NO: MLB24-
DESIGNED BY: MHCHECKED BY: GBARDEN AVE.GLENDALE, CA 91203DESCRIPTIONDATEREV BY1345 -2 --
MLB CONSULTING ANDENGINEERING, INC7918 FOOTHILL BLVDSUNLAND, CA 91040(818) [email protected] P-0.2PLUMBING DETAILS
WALLMAY EXTEND AS AWASTE OR VENT LINENO HUB MAY BE USED.SUPPLY FITTING WITH0.5 GPM AERATORLAVATORY (HAND SINK) TEMPERED WATERCOMPRESSION TEE CHROME WALLCOVER AND SCREWPLUGGED TEE WITHCLEANOUTBALANCE OF PIPING SAME ASCLEANOUT TO GRADEVENT THRU ROOFNTS4WALL CLEANOUTNTSCOLD WATER HEADERACCESS PANELPRIMER 5" DIMENSIONSINGLE SUPPLY TUBE SS-8DISTRIBUTION UNIT FORMULTIPLE CONNECTIONSWHERE APPLICABLEVENT LINEINSTALLATION DIMENSION 16 3/8"TRAP PRIMER VALVEPRECISION PLUMBING PRODUCTS "PPP",AUTOMATIC TRAP PRIMER MODEL #PR-500NOTES:1. TRAP PRIMER VALVE SHOULD BE MOUNTED ONE FOOTABOVE THE FINISHED FLOOR FOR EVERY 20FEET OF PRIMER LINE2. PROVIDE MOUNTING BRACKETS AS REQUIRED FLOOR DRAIN ORFLOOR SINKTRAPMINIMUM 1/2" FLOOR DRAIN TRAP MAKE-UPWATER LINE (SEE DETAIL NOTE #1)FLOOR DRAINNTS8TRAP PRIMER MOUNTING ANDCONNECTION TO FLOOR DRAINNTS7 3 1/2" COLD WATER SUPPLY TOTRAP PRIMER
PIPE HANGER DETAILNTS2
FINISHED FLOORWATTS #L111THERMOSTATIC MIXINGVALVE 1/8" BENDHOT WATER ANGLESTOPCOLD WATER ANGLESTOPTRAP ASSEMBLY LAVATORY INSTALLATIONNTS1
FLOOR CLEANOUTNTS11
CLEN OUT TO GRADENTS6
SHUTT OFF VALVENTS5

DATE: 07/20/2024
JOB NO: MLB24-
DESIGNED BY: MH
CHECKED BY: GB
ARDEN AVE.

GLENDALE, CA 91203

DESCRIPTIONDATEREV BY
1 3
4 5
-
2 --

MLB CONSULTING AND

ENGINEERING, INC
7918 FOOTHILL BLVD
SUNLAND, CA 91040
(818) 521-6342
[email protected]
P-0.3

PLUMBING SPECS
The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product.

Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measure- ments, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold.

Job Name ––––––––––––––––––––––––––––––––––––––––––––
Job Location –––––––––––––––––––––––––––––––––––––––––– Engineer ––––––––––––––––––––––––––––––––––––––––––––– Approval ––––––––––––––––––––––––––––––––––––––––––––– Contractor –––––––––––––––––––––––––––––––––––––––––––– Approval –––––––––––––––––––––––––––––––––––––––––––––– Contractor’s P.O. No. ––––––––––––––––––––––––––––––––––– Representative ––––––––––––––––––––––––––––––––––––––––– Deringer
TM
20 Double Check Valve Assembly
Sizes: 2"**– 8"
The DeringerTM 20 Double Check Valve Assembly is
designed to prevent non-health hazard pollutants from
entering the potable water supply system caused by
backpressure and/or backsiphonage conditions
Features
• Intergral shutoff valves indoor/outdoor application
• 100% stainless steel housin
• amper-resistant test cocks
• Patented Dual-actio
TM check modules
- Poppet action at low flo
- Swing action at high flo
• Silicone elastomer check disc
• P ewired supervisory switches
• Flange adapters availabl
• IPS g ooved ends
Specifications
The Deringer 20 Double Check Valve shall utilize two
independent Dual-action check modules and two
integral resiliently seated shut-off valves all of which shall be contained within a single rigid valve housing
constructed entirely of 304 stainless steel. Both integral shutoff valves shall include pre-wired supervisory tamper switches contained within a weatherproof actuator hous- ing approved for both indoor and outdoor use. Dual-action check modules shall operate as a “poppet style” check
under low flow conditions, operate as a “swing style”
check under high flow conditions and utilize replaceable silicone elastomer sealing discs. Assembly test cocks shall be handle-less and operate via a tamper resistant actuator.

Assembly shall have a single full access service port and cover with an “inline” replaceable elastomer seal. Assembly shall be serviceable without special tools and approved for both horizontal and vertical applications.

LEAD FREE*
NOTICE
ES-A-Deringer 20

HORIZONTAL

VERTICAL
Approved for Fire Protection, Waterworks, Plumbing,
and Irrigation Applications.

Materials
Valve Housing:

Valve Cover:

SOV Disks:

SOV Shafts:

SOV Bearings:

Non-wetted Bolts:

Check Disks:

Wetted Fasteners:

Check Springs:

Check Pins:

Check Seats:

O-rings:
304 Stainless Steel
304 Stainless Steel
EPDM/304SS
304 Stainless Steel
Teflon
® fluoropolymer/Bronze
Grade 8 Zinc Plated
Silicone (NSF)
18-8 Stainless Steel
17-7 Stainless Steel
17-7/18-8 Stainless Steel
Noryl
® Polymer (NSF)
Buna-N (NSF)
Pressure — Temperature
Temperature Range: 33°F – 140°F
Working Pressure: 10 – 175psi
*The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight.

Teflon® is a registered trademark of The Chemours Company.

Noryl® is a registered trademark of SABIC Global Technologies B.V.

Size Model Ht Hb L D H W Weight
ES-A-Deringer 20 1951 © 2020 Watts
USA: Backflow T: (978) 689-6066 • F: (978) 975-8350 • AmesFireWater.com USA: Control Valves T: (713) 943-0688 • F: (713) 944-9445 • AmesFireWater.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • AmesFireWater.ca Latin America: T: (52) 55-4122-0138 • AmesFireWater.com Dimensions — Weights
Flow Performance
in.in. mm in. mm in. mm in. mm in. mm in. mm lbs kg
2 (21⁄2)** 20 7.1 180 2.9 74 22.3 566 0.0010.0 254 11.0 279 52 24 21⁄220 7.1 180 2.9 74 18.7 475 0.0010.0 254 11.0 279 38 17 320 7.4 188 2.9 74 18.7 475 0.0010.3 262 11.0 279 40 18 420 7.9 201 2.9 74 18.7 475 0.2510.3 262 11.0 279 42 19 620 10.1 257 4.5 114 25 726 1.0 25 14.6 370 13.8 351 90 41 820 10.4 264 5.4 137 30.7 780 1.8 46 15.8 401 13.8 351 141 64 Ht
Hb
D
L
H
W
Pressure Loss (psid)Pressure Loss (psid)
* Specific orientation & agency flow characteristics available on websit * Specific orientation & agency flow characteristics available on websit Rate of Flow (gpm)
Rate of Flow (gpm)
Standards
AWWA C510-07 Compliant
NSF/ANSI 372, UL CERTIFIED

LEAD FREE
End Connections
- - IPS oove for Steel Pipe:

AWWA C606
- - Flange Adapte
ANSI B16.1 Class 125
= Rated Flow= Rated Fl = 1 ow ested
**2" size utilizes a 2 ½" assembly with 2 ½" groove to 2" female NPT adapter and couplings. Adapter and couplings ship unassembled.

Page 1 of 2 ends

Rev. J
Date: 8/20
Document No. BF-975XL2(LG)
Product No. Model 975XL2(LG)
Patent zurn.com/patents
Model 975XL2
Reduced Pressure Principle Assembly
Zurn Industries, LLC | Wilkins
1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada | Zurn Industries Limited
7900 Goreway Drive, Unit 10, Brampton, Ontario L6T 5W6, 877-892-5216 www.zurn.com
Application
Ideal for use where Lead-Free* valves are required. Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists.

Standards Compliance
• ASSE® Listed 1013
• IAPMO® Listed
• CSA® Certified B64.4
• AWWA Compliant C511
• Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California
•Meets the requirements of NSF/ANSI/CAN 61
*(0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT)
• UL® Classified (less shut-off valves or with OS&Y valves) • C-UL® Classified
Materials
Main valve body
Access covers
Fasteners
Elastomers
Polymers
Springs
Ball valve handles
Low Lead Cast Bronze ASTM B 584
Low Lead Cast Bronze ASTM B 584
Stainless Steel, 300 Series
Silicone
Buna Nitrile
Noryl™
Stainless Steel, 300 series
Stainless Steel
175 PSI
180°F
350 PSI
ANSI B1.20.1
Features
Sizes: 3/4", 1", 1-1/4", 1-1/2", 2"
Maximum working water pressure
Maximum working water temperature
Hydrostatic test pressure
End connections Threaded
Relief Valve discharge port:
3/4” - 1” - 0.63 sq. in.
1 1/4” - 2” - 1.19 sq. in.

Dimensions & Weights (do not include pkg.)
A
B
G
C D
F
E

OPTIONAL LEAD-FREE STRAINER
(MODEL SXL)
LKI 975XL2
WIZURN
NS

XWILKINS
L
Options
(Suffixes can be combined)

- with full port QT ball valves (standard)

FT
- with bronze "Y" type strainer
- with integral male 45° flare SAE test fitting

TCU - with test cocks up

U
- with street elbows (3/4" & 1")
- with union ball valves
Accessories

Air gap (Model AG)

Repair kits (rubber only)

Thermal expansion tank (Mdl. XT)

Soft seated check valve (Model 40XL2)

Shock arrester (Model 1260XL)

QT-SET Quick Test Fitting Set

MODEL SIZE
DIMENSIONS (approximate)

WITH BALL

VALVES ABCDEFG
in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kg 3/4 20 12 305 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 16 1/8 410 12 5.5 1 25 13 330 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 17 3/8 441 14 6.4 1 1/4 32 17 432 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 22 9/16 573 28 12.7 1 1/2 40 17 3/8 441 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 24 1/16 611 28 12.7 2 50 18 1/2 470 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 26 1/2 673 34 15.4 NSF/ANSI/CAN 61

Page 2 of 2 ends

⃟ Rated Flow (established by approval agencies) Flow Characteristics Zurn Industries, LLC | Wilkins
1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada | Zurn Industries Limited
7900 Goreway Drive, Unit 10, Brampton, Ontario L6T 5W6, 877-892-5216 www.zurn.com
Typical Installation
Local codes shall govern installation requirements. To be installed in accordance with the manufacturers’ instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12” (305mm) and a maximum of 30” (762mm) above
adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged.

OUTDOOR INSTALLATION

INDOOR INSTALLATION
Specifications
The Reduced Pressure Principle Backflow Preventer shall be certified to NSF/ANSI/CAN 61, shall be ASSE® Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be low lead bronze (ASTM B 584), the seat ring and all internal polymers shall be Noryl™ and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter. The Reduced Pressure Principle Backflow Preventer shall be a ZURN WILKINS Model 975XL2.

Capacity thru Schedule 40 Pipe
Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec
1/8" 1 1 2 3
1/4" 2 2 3 5
3/8" 3 4 6 9
1/2" 5 7 9 14
3/4" 8 12 17 25
1" 13 20 27 40
1 1/4" 23 35 47 70
1 1/2" 32 48 63 95
2" 52 78 105 167

AIR GAP

FITTING
12" MIN.
30" MAX.

FLOOR DRAIN

DIRECTION OF FLOW
FLOOR
975
ILK
XL2

WZUR
INN
S
12" MIN
30" MAX OPTIONAL

WATER METER

INLET SHUT-OFF

AIR GAP
DRAIN

DIRECTION OF FLOW

OPTIONAL LEAD-FREE STRAINER
(MODEL SXL)
975XLK
2 WIL
ZURN
INS

WILKINS
020406080 5
10 15
20 050100150200250 5
10 15
20 FLOW RATES (GPM)

PRESSURE LOSS (PSIG)
69 PRESSURE LOSS (kpa)
MODEL 975XL2 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (l/s)
35 3/4" (20mm)1" (25mm)1 1/4" (32mm)
2" (50mm)
103

15.8 12.6 9.5 6.3 3.2 5.0 3.8 2.52 1.26
1 1/2”
(40mm)
137

PROTECTIVE

ENCLOSURE
(PROVIDED BY OTHERS)

MINIMUM CLEARANCE SCHEDULE

SIZE (BFPD) A B C D
3/4" -LARGER 12" 24" 12" 34" -40' MAX.
26" -30' MAX.

HORIZONTAL CLEARANCE LINE
C
�--+---�:-HI 8!8·�===�======��=========c=tii�cr!�tfi1g��:Jq�e==========:::g-TO CUSTOMER a: w
:::, <!)
oil ID a: :::,
<..)
D
I • NO CONNECTIONS ALLOWED
w z ::::;
a: w a.. 0 a: a..

PLAN VIEW

WATER METER BOX

NO CONNECTIONS ALLOWED

APPROVED REDUCED PRESSURE
(RP) PRINCIPLE BACKFLOW PREVENTION

ASSEMBLY (WITH RESILIENT SEAT/WEDGE

SHUT-OFF VALVES)

FINISHED GRADE
'-'-------� -TO CUSTOMER

INSTALLED AND

MAINTAINED BY CITY

INSTALLED AND

MAINTAINED BY APPLICANT

SECTION VIEW
* ACCOMPANYING GWP STD. DWG. No. 6562-A
APPROVED 07/14/2015
GERALD TOM, SENIOR CIVIL ENGINEER, R.C.E. No. C51209 DATE

GLENDALE WATER AND POWER -WATER DEPARTMENT

GLENDALE WATER & POWER

CITY OF GLENDALE

CALIFORNIA

REDUCED PRESSURE

PRINCIPLE ASSEMBLY
(ALL SIZES)
SHEET No. 1 OF DES: RO/LB SCALE: NONE
D: GR/PN
C:

DATE: 07/14/15
APP:RSN 6528-A
• SEE GWP STANDARD
DRAWING No. 6560-A

FOR SERVICE LATERAL

INSTALLATION

PLAN VIEW

SECTIONAL VIEW

TO BE INSTALLED BY CITY FORCES
• SEE GWP STANDARD
DRAWING No. 6560-A
DETAIL
LL�
oz
I-Q z I -(_)
Ow C..z
8 I
w z
::::;
cc w c..
0 cc c..

NO CONNECTIONS

MINIMUM CLEARANCE SCHEDULE

SIZE (BFPD) A B C
3/4" -LARGER 12" 24" 12"

HORIZONTAL CLEARANCE LINE
-..=======1'4----NO HANDLE ALLOWED ON

APPROVED DOUBLE

CHECK DETECTOR

CHECK ASSEMBLY
(WITH RESILIENT

SEAT/WEDGE

THESE TWO VALVES

TO CUSTOMER
SHUT-OFF VALVES)�--+-----NOTE:
4 TO BE INSTALLED AND MAINTAINED BY APPLICANT

BYPASS DOUBLE CHECK

VAL VE ASSEMBLY FOR

METER REQUIRED

FINISHED GRADE
(.!)
® ®
@
@
@

DESCRIPTION
DOUBLE CHECK DETECTOR CHECK ASSEMBLY-APPROVED BY HEALTH AGENCY.

BYPASS METER TO BE FURNISHED BY GWP AT CUSTOMERS EXPENSE. 4" x 3" FLG. x FLG. REDUCER (WHEN NEEDED)
SEE GWP STD. DWG. No. G083-A FOR THRUST BLOCK INSTALLATION 4" M.J. x FLG. ADAPTOR
ADJUSTABLE PIPE SUPPORT. SEE GWP STD. DWG. No. GG82-A.
• ACCOMPANYING GWP STD. DWG. No. 6083-A, 6560-A, 6528-A, 6682-A & 6562-A

APPROVED
07/14/2015
GERALD TOM, SENIOR CIVIL ENGINEER, R.C.E. No. C51209 DATE

GLENDALE WATER AND POWER -WATER DEPARTMENT

GLENDALE WATER & POWER

CITY OF GLENDALE

CALIFORNIA

STANDARD FIRE LINE INSTALLATION

WITH DOUBLE CHECK DETECTOR
CHECK ASSEMBLY - (3" - 12")
DES: LB
D: GR/PN
C: GT
SCALE: NONE
DATE: 07/14/15
APP:

SHEET No. 1 OF
6561-A

APN: 5644-013-929
OWNER: CENTRAL RESIDENCES, LLCADDRESS: 900 N. CENTRAL AVENUEGLENDALE, CA 91203OWNER: NA GLENDALE, LLCADDRESS: 100 W. GLENOAKS BLVD.GLENDALE, CA 91203PORTION LOT14APN: 5644-013-043PORTION LOT12APN: 5644-013-915

A R D E N A V E N UE
A R D E N A V E.

B R A N D B L V D.

N 89°26'37"E

P A R K I N G S P A C E S

34.21'
N 79°55'35" W70.49'47.74'22.80'
N 89°26'37" W642.01'
171.03'
N 00°05'19"W
S 0°13'24" E 193.75' N 89°26'37" E 50.00' N 0°13'24" W 156.56' 159.54'
PER R.S. BOOK257/23FD. GEAR S&W,RCE22015
18"∅TREE

CATVSLBSS
WM
SSMH
18"∅ 8"∅TREE
SSMH
CP
CP
8"∅PALM
CB
TREE
CONC.PAVEMENT

PLANTERSPLANTERS
CONC.PAVEMENT
W.I.F.GATEPLANTERS
LP
UBUB 12"∅TREEUBUBUBUBUB
6"∅TREE6"∅TREE
CONC. DWYAPRON

HILTON HOTEL BUILDING
UBUB
20"∅TREE
ICV
ICV
SLBTSB
PER R.S. BOOK257/23FOUND L&T,RCE22015
GPGP
30'17'13'CL
DWY CONC.PAVT.

LP
LP
PORTION LOT13 NORTHERLYLINETREE(RADIAL)
WALLCORNER@ 0.04' E/OP.L.
( VACATED )
PER R.S. BOOK135/23FD. GEAR S&W,RCE22015

ENTRYDRIVEWAY

PROPERTY LINE

PROPERTY LINEPROJECT BUILDING
ENTRY
F.F. 565.00
G.S. 571.83
FS. 564.33

FACE OF (E) CURB
728 SFURGENT CARE
173 SFCT SCAN ROOM
360 SFMRI ROOM
689 SFRECEPTIONLOBBY
487 SFCORRIDOR
192 SFREST ROOM
40 SFELEV 2
153 SF
302 SFRECEPTION
78 SFELEV 1 536 SFPHARMACY

ELECTRICAL/ FIRE RISERROOM
SWR
WM1

BACKFLOWPREVENTOR
RPBP

FIRE RISER
IRRIGATIONLINE 1"

FUTUREIRRIGATION
8" SEWERLINE

SWRSWRSWRSWR
WM2
8" Ø

BACKFLOWPREVENTOR
RPBP

CITY SEWER LINECITY COLD WATER LINE
DC

CITY FIRE LINE
DOMESTICWATER LINE 2" DOMESTICWATER LINE 2"8" SEWERLINE 8" COTG
DATE: 07/20/2024JOB NO: MLB24-
DESIGNED BY: MHCHECKED BY: GBARDEN AVE.GLENDALE, CA 91203DESCRIPTIONDATEREV BY1345 -2 --
MLB CONSULTING ANDENGINEERING, INC7918 FOOTHILL BLVDSUNLAND, CA 91040(818) [email protected] P-1.0PLUMBING SITE PLANScale: 1/8" : 1' - 0"PLUMBING SITE PLAN1

PROPOSED SINGLE LINEDIAGRAM
E-0.1
DATE: 03/22/2024JOB NO: MLB23-824
DESIGNED BY: TMCHECKED BY: GB513 N. SIERRA DR.BEVERLY HILLS,CA 90210DESCRIPTIONDATEREV BY1345 -2 --
7918 FOOTHILL BLVD.SUNLAND, CA 91040(818) [email protected] MAIN SWITCH-BOARD "MSB"1350A, 480Y/227V, 3-PH, 4W
PANEL"P1"NormalCircuits
200A3P2" C., 4#3/O + 1#6GND
2345678910 MMAIN1200A3P
1000A3P600A4-POLEATSG
70A3P
NG
UFERGROUNDCOLDWATERPIPE600kW (750kVA)3-PH, 460/227VEM. BACK-UPNATURAL GASGENERATOR 200A3P200A3P200A3P100A3P
2" C., 4#3/O + 1#6GND
2" C., 4#3/O + 1#6GND
2" C., 4#3/O + 1#6GND
PANEL"P2"NormalCircuits
2" C., 4#1/O + 1#6GND
1 NE
SPACE600A3P234 MAIN1000A3P200A3P200A3P200A3P 1

EMERGENCY BRANCHES
75kVAXFMRH: 480VL: 208V
PANEL"EQ1"
3"C., 4#300kcmil + 1#1/O GND
800A, 480Y/227V, 3-PH, 4W
"EEB"400A3P100A3P100A3P100A3P100A3P

EMERGENCY EQUIPMENT BRANCHES
"EB"
75kVAXFMRH: 480VL: 208VF
PANEL"EQ2"
"LFB"100A3P100A3P100A3P100A3P100A3P

LIFE SAFETY BRANCH
"CB"100A3P100A3P100A3P100A3P100A3P

CRITICAL BRANCH
75kVAXFMRH: 480VL: 208VF
PANEL"LFB2"
75kVAXFMRH: 480VL: 208V
PANEL"LFB1"
75kVAXFMRH: 480VL: 208VF
PANEL"CR2"
75kVAXFMRH: 480VL: 208V
PANEL"CR1"
PANEL"ISP1"PANEL"ISP2"IsolatedPowerPanels
NENE 600A4-POLE400A4-POLEATS400A4-POLEATS
3rd FLOOR3rd FLOOR
2nd FLOOR
1st FLOOR TRANSFORMER
600A, 480Y/227V, 3-PH, 4W600A, 480Y/227V, 3-PH, 4W
1200A, 460Y/227V, 3-PH, 4W
1000 KVA, 1200A,460Y/227V, 3-PH,4W.
400A3P400A3P 600A3P

DELAYEDATS
100AF100AS 100AF100AS100AF100AS
2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND 2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND 2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND2" C., 4#1/O + 1#6GND

3rd FLOOR
4th FLOOR
5th FLOOR
PANEL"P3"NormalCircuits
PANEL"P4"NormalCircuits
PANEL"P5"NormalCircuits
75kVAXFMRH: 480VL: 208VF
PANEL"EQ3"
75kVAXFMRH: 480VL: 208VF
PANEL"EQ4"
300kVAXFMRH: 480VL: 208VF
PANEL"EQ5"
75kVAXFMRH: 480VL: 208VF
75kVAXFMRH: 480VL: 208VF
PANEL"LFB4"
75kVAXFMRH: 480VL: 208VF
PANEL"LFB3"
PANEL"LFB5"
75kVAXFMRH: 480VL: 208VF
75kVAXFMRH: 480VL: 208VF
PANEL"CR4"
75kVAXFMRH: 480VL: 208VF
PANEL"CR3"
PANEL"CR5"
E-0.2
DATE: 03/22/2024JOB NO: MLB23-824
DESIGNED BY: TMCHECKED BY: GB513 N. SIERRA DR.BEVERLY HILLS,CA 90210DESCRIPTIONDATEREV BY1345 -2 --
7918 FOOTHILL BLVD.SUNLAND, CA 91040(818) [email protected] PANEL"ISP1"PANEL"ISP2"IsolatedPowerPanels
PANEL"ISP1"PANEL"ISP2"
IsolatedPowerPanels

PROPOSED SINGLE LINEDIAGRAM
500AF600AS100AF100AS100AF100AS
100AF100AS 100AF100AS100AF100AS
100AF100AS 100AF100AS100AF100AS

Glendale City CouncilJune 24, 2025

Glendale City Council
June 24, 2025