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COVER SHEET
SHEET INDEX
APPLICABLE CODESABBREVIATIONS
OUTPATIENT SURGERY CENTER
80 W. LIVE OAK AVE
ARCADIA, CA 91007
DATE DESCRIPTION
REVISIONS
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
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C E N S H
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C27923
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L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
BUILDING ANALYSIS & PROJECT INFORMATION
VICINITY MAP
LEGAL DESCRIPTION
SCOPE OF WORK
PROJECT TEAM
DEFERRED APPROVALS
CODE ANALYSIS / OCCUPANCY/PLUMBING
FIXTURE CALCULATION
FIRE SPRINKLER HEAD CAN BE CONNECTED WITH 1" PIPE FED FROM THE DOMESTIC WATER LINEPER FIRE DEPARTMENT APPROVAL
AS A SEPARATE PERMIT
A-0.1
GENERAL NOTES
DATE DESCRIPTION
REVISIONS
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
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C E N S H
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L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-0.1.1
GENERAL NOTES
DATE DESCRIPTION
REVISIONS
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A
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C E N S H
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O R N
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C27923
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RENEWAL
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O F C A L F
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C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
GENERAL NOTES
A-0.1.2
GENERAL NOTES
DATE DESCRIPTION
REVISIONS
STAMP
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A
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RCEDA
C E N S H
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O R N
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C27923
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RENEWAL
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O F C A L F
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C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
GENERAL NOTESGENERAL NOTES
A-0.2
CALIFORNIA
DATE DESCRIPTION
REVISIONS
STAMP
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-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A
I
O
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T
RCEDA
C E N S H
T
O R N
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A
C27923
I
RENEWAL
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O F C A L F
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C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
GREEN NOTES
DATE DESCRIPTION
REVISIONS
STAMP
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A
I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
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S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-0.2.1
CALIFORNIA
GREEN NOTES
19
"
M
I
N
.
TOILET
ELEVATION
250 LBS. CAPACITY GRAB BAR
SEAT COVER DISPENSER
CONTROLS, SWITCHES AND OUTLETS
DISPENSER &
WASTE RECEPTACLE
TOILET PAPER
TOILET ACCESSORIES MOUNTING HEIGHTS
38
"
-
4
0
"
SOAP
DISPENSER
PAPERTOWEL
WASTE RECEPTACLE
HANDDRYER
CALIFORNIA STATE
ACCESSIBILITY STANDARDS
TITLE 24, PART 2, CALIFORNIA CODE OF REGULATIONS
33
"
M
I
N
GRAB BAR
MIRROR
RE
F
L
E
C
T
I
V
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S
U
R
F
A
C
E
BO
T
T
O
M
E
D
G
E
O
F
35
"
M
A
X
F.F. LINE
CLEAR FLOOR SPACE
LAVATORIES
OF
M
I
R
R
O
R
3'-
4
"
TO
B
O
T
T
O
M
MIN.
19"
CLEAR FLOOR SPACE
URINALS
7" MIN -9" MAX
24"
33
"
40
"
A
F
F
ACCESSIBILITY SYMBOL
OR EQUAL
ACCESSIBLE BLUE COLOR,
#15090 FED. STD. 595B
WHITE HIGHWAY PAINT
2.
3.
THRESHOLDS / LEVEL CHANGES
1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL
1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER
1/4" MAXIMUM VERTICAL LEVEL CHANGE.
1/4" VERITCAL LEVEL CHANGE.
CHANGE AT EDGE.
NOTES:
THRESHOLD
COMPRESSED CARPET 1/4" MAX.
THRESHOLD
BELOW THRESHOLD
TRANSITION BETWEEN FLOOR FINISHES
CARPET PILE
1/2" MAX.
1
2
FIN. FLOOR LEVEL
cL
ROLL PAPER HOLDER
WITHOUT STOPS
17
"
-
1
9
"
TO
T
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O
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E
A
T
TACTILE EXIT SIGNAGE CBC Sec 1013.4 AND Sec 11B-703
TACTILE EXIT SIGN SHALL BE REQUIRED AT THE
FOLLOWING LOCATIONS
1.- A TACTILE EXIT SIGN WITH THE WORD "EXIT"
SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR
EXIT DOOR. SEE A1.2 FOR LOCATIONS
BRAILLE SIGN- CONTRACTED GRADES BRAILLE SHALL
BE USED WHEREVER BRAILLE SYMBOLS ARE
SPECIFICALLY REQUIRED IN OTHER PORTIONS OF
THESE STANDARDS. DOTS SHALL BE 1/10 INCH ON
CENTERS IN EACH CELL W/ 2/10 INCH SPACE BETWEEN
CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40
INCH ABOVE THE BACKGROUND.
TACTILE EXIT SIGN
1. ELECTRICAL CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO CONTROL
LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE
LOCATED WITHIN ALLOWABLE REACH RANGES. LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX
AND HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.
2. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM
RECEPTACLES SHALL BE LOCATED WITHIN ALLOWABLE REACH RANGES. LOW REACH SHLL BE MEASURED TO THE
BOTTOM OF THE OUTLET BOX AND HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.
OPERABLE PARTS 11B-309
1. OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE ROUTES, AND IN ACCESSIBLE ROOMS AND SPACES SHALL
BE PROVIDED A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B-305 CLEAR FLOOR OR GROUND SPACE AND BE
PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN 11B-308 REACH RANGES. (SEE BELOW DIAGRAMS)
2. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR
TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.
3. ELEMENTS THAT ARE EXEMPT FROM ALL REQUIREMENTS FOR OPERABLE PARTS REQUIREMENTS INCLUDE ELECTRICAL
OR COMMUNICATION RECEPTACLES SERVING A DEDICATED USE: FLOOR ELECTRICAL RECEPTACLES; HVAC DIFFUSERS,
EXERCISE MACHINES AND EXERCISE EQUIPMENT AND THOSE OPERABLE PARTS INTENDED FOR USE ONLY BY SERVICE OR
MAINTENANCE PERSONNEL.
4. EXCEPT FOR LIGHT SWITCHES, WHERE REDUNDANT CONTROLS ARE PROVIDED FOR A SINGLE ELEMENT, ONE CONTROL
IN EACH SPACE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-309 OPERABLE PARTS.
1. DEVICES USED FOR THE PURCHASE OF GOODS OR SERVICES THAT REQUIRE A PERSONAL IDENTIFICATION NUMBER (PIN), ZIP CODE
OR SIGNATURE SHALL COMPLY WITH THE REQUIREMENTS FOR POINT-OF SALE DEVICES (POS)
2. ALL AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES SHALL DISPLAY CHARACTERS IN A SANS SERIF
FONT. CHARACTERS SHALL BE AT LEAST 3
16 INCH HIGH BASED ON THE UPPERCASE LETTER "I". CHARACTERS SHALL CONTRAST WITH
THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.
3. WALK-UP AUTOMATIC TELLER MACHINES, FARE MACHINES AND POINT-OF-SALE DEVICES SHALL COMPLY WITH ALL REQUIREMENTS OF
SECTION 11B-305 CLEAR FLOOR OR GROUND SPACE AND 11B-309 OPERABLE PARTS, EACH OPERABLE PART SHALL BE ABLE TO BE
DIFFERENTIATED BY SOUND OR TOUCH, WITHOUT ACTIVATION, UNLESS A CLEAR OR CORRECT KEY IS PROVIDED.
4. POINT-OF-SALE DEVICES WHEN PROVIDED AT CHECK STANDS AND SALES AND SERVICE COUNTERS AND ALL AUTOMATIC TELLER
MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME DEGREE OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL
INDIVIDUALS.
5. POINT-OF-SALE SYSTEMS THAT INCLUDE A VIDEO TOUCH SCREEN OR ANY OTHER NON-TACTILE KEYPAD SHALL BE EQUIPPED WITH A
TACTILELY DISCERNIBLE NUMERICAL KEYPAD, RADIO FREQUENCY IDENTIFICATION DEVICE, FINGERPRINT BIOMETRICS OR OTHER
ACCESSIBLE EQUIVALENT TECHNOLOGY.
6. POINT-OF SALE SYSTEMS THAT INCLUDE A VIDEO TOUCH SCREEN OR ANY OTHER NON-TACTILE KEYPAD SHALL ENABLE A VISUALLY
IMPAIRED PERSON TO ENTER HIS OR HER OWN PERSONAL IDENTIFICATION NUMBER OR ANY OTHER PERSONAL INFORMATION
NECESSARY TO PROCESS THE TRANSACTION IN A MANNER THAT PROVIDES THE OPPORTUNITY FOR THE SAME DEGREE OF PRIVACY
INPUT AND OUTPUT AVAILABLE TO ALL INDIVIDUALS.
7. TACTILELY DISCERNIBLE NUMERICAL KEYPADS ON POINT-OF SALE SYSTEMS SHALL BE SIMILAR TO A TELEPHONE KEYPADS
CONTAINING A RAISED DOT ON THE NUMBER 5 KEY WITH A DOT BASE DIAMETER FROM TO 1.6MM AND A HEIGHT FROM 0.6 TO 0.9 MM.
AND POINT OF SALE DEVICES
AUTOMATIC TELLER MACHINES, FARE MACHINES
1. DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH 11B-902.2 AND 11B-902.3.
2. A CLEAR FLOOR SPACE COMPLYING WITH 11B-305 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE
CLEARANCE COMPLY WITH 11B-306 SHALL BE PROVIDED.
3. THE TOPS OF DININS SURFACES AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH
FLOOR OR GROUND.
4. ACCESSIBLE DINING SURFACES AND WORK SURFACES FOR CHILDREN'S US SHALL COMPLY WITH 11B-902.4
5. WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING
SPACES AND STANDING SPACES AT THE DINING SURFACES SHALL COMPLY WITH 11B-902. IN ADDITION , WHERE WORK SURFACES
ARE PROVIDED FOR USE BY OTHER THAN EMPLOYEES, AT LEAST 5 PERCENT SHALL COMPLY WITH 11B-902.
6. DINING SURFACES AND WORK SURFACES REQUIRED TO COMPLY WITH 11B-902 SHALL BE DISPERSED THROUGHOUT THE SPACE OF
FACILITY CONTAINING DINING SURFACES AND WORK SURFACES FOR EACH TYPE OF SEATING IN A FUNCTIONAL AREA. WORK
SURFACES REQUIRED TO COMPLY WITH 11B-902 SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING WORK
SURFACES.
7. WHERE FOOD OR DRINK IS SERVED FOR CONSUMPTION AT A COUNTER EXCEEDING 34 INCHES IN HEIGHT, A PORTION OF THE MAIN
COUNTER 60 INCHES MINIMUM IN LENGTH SHALL BE PROVIDED IN COMPLIANCE WITH 11B-902.3
8. QUEUE AND WAITING LINES SERVICING COUNTERS OR CHECK-OUT AISLES REQUIRED TO COMPLY WITH 11B-904.3 OR 11B-904.4
SHALL COMPLY WITH 11B-403.
9. COUNTERS IN FOOD SERVICE LINES SHALL COMPLY 11B-904.5.
A. SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES
SHALL COMPLY WITH 11B-308.
B. THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
DINING SURFACES AND WORK SURFACES
BENCHES
11. CLEAR FLOOR OR GROUND SPACE COMPLY WITH 11B-305 SHALL BE PROVIDED AND SHALL BE POSITIONED AT THE END OF THE
BENCH SEAT AND PARALLEL TO THE SHORT AXIS OF THE BENCH.
12. BENCHES SHALL HAVE SEATS THAT ARE 48 INCHES LONG MINIMUM AND 20 INCHES DEEP MINIMUM AND 24 INCHES DEEP MAXIMUM
13. THE BENCH SHALL PROVIDE FOR BACK SUPPORT OR SHALL BE AFFIXED TO A WALL ALONG ITS LONG DIMENSION. BACK SUPPORT
SHALL BE 48 INCHES LONG MINIMUM AND SHALL EXTEND FROM A POINT 2 INCHES MAXIMUM ABOVE THE SEAT SURFACE TO A POINT 18
INCHES MINIMUM ABOVE THE SEAT SURFACE. BACK SUPPORT SHALL BE 2 12 INCHES MAXIMUM FROM THE REAR EDGE OF THE SEAT
MEASURED HORIZONTALLY.
14. THE TOP OF THE BENCH SEAT SURFACE SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR
GROUND.
15. BENCHES SHALL BE AFFIXED TO THE WALL OR FLOOR. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED
WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR
SUPPORTING STRUCTURE.
16. WHERE INSTALLED IN WET LOCATIONS, THE SURFACE OF THE SEAT SHALL BE SLOP RESISTANT AND SHALL NOT ACCUMULATE
WATER.
CHECK-OUT AISLES AND SALES AND SERVICE COUNTERS
17. WHERE PROVDED, CHECK-OUT AISLES, SALES COUNTER, SERVICE COUNTER, FOOD SERVICE LINES, QUEUES, AND
WAITING LINES SHALL COMPLY WITH 11B-227 AND 11B-904.
18. WHERE CHECK-OUT AISLES ARE PROVIDED, CHECK-OUT AISLES COMPLY WITH 11B-904.3 SHALL BE PROVIDED IN
ACCORDANCE WITH TABLE 11B-227.2. WHERE CHECK-OUT AISLES SERVE DIFFERENT FUNCTIONS, CHECK-OUT AISLES
COMPLY WITH 11B-904.3 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11B-227.2 FOR EACH FUNCTION. WHERE
CHECK-OUT AISLES ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, CHECK-OUT AISLES COMPLY WITH
11B-904.3 SHALL BE DISPERSED. WHEN CHECK-OUT AISLES ARE OPEN FOR CUSTOMER USE, A MINIMUM OF ONE
ACCESSIBLE CHECK-OUT AISLE SHALL ALWAYS BE AVAILABLE. AS CHECK-OUT AISLES ARE OPENED AND CLOSED BASED
ON FLUCTUATING CUSTOMER LEVELS, THE NUMBER OF ACCESSIBLE CHECK-OUT AISLES AVAILABLE SHALL COMPLY WITH
TABLE 11B-227.2. WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE, ACCESSIBLE CHECK-OUT AISLES SHALL BE
IDENTIFIED BY A SIGN COMPLYING WITH 11B-904.3.4.
19. ALL PORTIONS OF COUNTERS REQUIRED TO COMPLY WITH 11B-904 SHALL BE LOCATED ADJACENT TO A WALKING
SURFACE COMPLYING WITH 11B-403.
HEIGHT
11B-303.3 BEVELED CHANGE IN LEVEL
11B-303.2 VERTICAL CHANGE IN LEVEL
LONG DIMENSION
PERPENDICULAR
TO DOMINANT
DIRECTION OF TRAVEL
DOMINANT
DIRECTION OF TRAVEL
11B-302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES
-
12" MAX
1 4"
12"
M
A
X
1 4"
1 4"
M
A
X
48"
30
"
18
"
M
I
N
FR
O
M
W
A
L
L
13 12" MIN
48"
30
"
17
"
M
A
X
13 1
2" MIN
34
"
M
A
X
EXPOSED PIPES AND SURFACES
WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS
SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT
AGAINST CONTACT. NO SHARP OR ABRASIVE SURFACES UNDER
LAVATORIES AND SINKS
PROVIDE KNEE AND TOE
CLEARANCE PER 11B-306.2
AND 11B-306.3
29
"
M
I
N
27
"
M
I
N
11" MIN
8" MIN
9"
M
I
N
40" MAX FOR MIRRORS LOCATED
ABOVE LAVATORIES OR COUNTERTOPS
40" MAX FOR MIRRORS LOCATED
ALL AREAS OF NEWLY DESIGNED AND NEWLY CONSTRUCTED BUILDINGS AND FACILITIES
AND ALTERED PORTIONS OF EXISTING BUILDINGS AND FACILITIES SHALL COMPLY WITH
LACBC CHAPTER 11B REQUIREMENTS. THESE REQUIREMENTS APPLY TO TEMPORARY
AND PERMANENT BUILDINGS AND FACILITIES
24" MIN AT EXTERIOR
DOOR PROVIDED WITH
BOTH CLOSER AND LATCH
PUSH SIDE
PULL SIDE
PUSH SIDE
PULL SIDE
A. FRONT APPROACH
B. HINGE APPROACH C. LATCH APPROACH
11B-404.2.4.1
PULL SIDE
PUSH SIDE
18" MIN CLEAR AT INTERIOR
22" MIN
60
"
M
I
N
48
"
M
I
N
12"
MIN
60
"
M
I
N
36"
48
"
M
I
N
DO
O
R
P
R
O
V
I
D
E
D
W
I
T
H
BO
T
H
C
L
O
S
E
R
A
N
D
L
A
T
C
H
24" MIN
60
"
M
I
N
44
"
M
I
N
48
"
M
I
N
DO
O
R
P
R
O
V
I
D
E
D
W
I
T
H
BO
T
H
C
L
O
S
E
R
A
N
D
L
A
T
C
H
24" MIN
x>
8
"
x>
8
"
MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
32" MIN
NOTE:
ORDER ALL TACTILE (BRAILLE) SIGNAGE INCLUDING
GEOMETRIC SIGNS FROM:
WWW.ADASIGNDEPOT.COM
(Recommend 1/4" bearing space)
(R
E
F
L
E
C
T
I
V
E
E
D
G
E
)
P-Trap should go behind urinal.
Toe Clearance required.
TOP OF OPENING
NOT TO BE USED IN
ADA STALLS
TO TOP OF GRIPPING
SURFACE (TYP)
DYSON 'V'
A-0.4
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A
I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
ADA NOTES &
DETAILS
DOOR PERMITTED TO SWING OVER
33
"
BACKING PLATE, TYPICAL
ACCESSIBLE TOILET
GRAB BARS, TYPICAL
17" TO 19" TO
TOP OF SEAT
33
"
40
"
A
F
F
TOILET PAPER/SEAT
GRAB BAR
CERAMIC TILE WAINSCOT
TOILET DOOR / PARTITION
1'-0"
MAX.
11B-306.2 TOE CLEARANCE
11B-306.3 KNEE CLEARANCEAT LAVATORY
SPACE EXTENDING GREATER THAN 6 INCHES BEYOND
THE AVAILABLE KNEE CLEARANCE AT 9 INCHES ABOVE THE
FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED
TOE CLEARANCE
36
"
M
I
N
60" MIN
60
"
M
I
N
24
"
M
I
N
12" MIN 36" MIN 12" MIN
11B-302.3.2 T-SHAPED TURNING SPACE
30
"
M
I
N
17"-25"
6" MAX
9"
30
"
M
I
N
25" MAX
27
"
M
I
N
8" MIN
9"
M
I
N
11" MIN
29
"
M
I
N
27
"
M
I
N
11" MIN
8" MIN
9"
M
I
N
17"-18"
56
"
M
I
N
48
"
M
I
N
42" MIN
54" MIN
12" MIN24" MIN
36" MIN
TRANSFER
SIDE24" MIN
60" MIN
59
"
M
I
N
WA
L
L
M
O
U
N
T
E
D
T
O
I
L
E
T
FL
O
O
R
M
O
U
N
T
E
D
T
O
I
L
E
T
17"-18"
56
"
M
I
N
48
"
M
I
N
60" MIN
59
"
M
I
N
WA
L
L
M
O
U
N
T
E
D
T
O
I
L
E
T
FL
O
O
R
M
O
U
N
T
E
D
T
O
I
L
E
T
DOOR PERMITTED TO SWING OVER
17"-18"
56
"
M
I
N
60
"
M
I
N
60" MIN
59
"
M
I
N
WA
L
L
M
O
U
N
T
E
D
T
O
I
L
E
T
FL
O
O
R
M
O
U
N
T
E
D
T
O
I
L
E
T
17"-18"
56
"
M
I
N
60
"
M
I
N
60" MIN
59
"
M
I
N
WA
L
L
M
O
U
N
T
E
D
T
O
I
L
E
T
FL
O
O
R
M
O
U
N
T
E
D
T
O
I
L
E
T
4"
M
A
X
4"
M
A
X
4" MAX
4" MAX
9"
M
I
N
12
"
M
I
N
C
H
I
L
D
R
E
N
6"
M
I
N
PARTITION
TOE CLEARANCE
6"
M
I
N
PARTITION
TOE CLEARANCE
6" MIN
PARTITION
TOE CLEARANCE
6" MIN
PARTITION
TOE CLEARANCE
6" MIN
PARTITION
TOE CLEARANCE
12" MAX 26" MIN
38
"
M
I
N
32
"
M
A
X
17"-19"
12" MIN
40" MIN
38
"
M
I
N
32
"
M
A
X
60" M
I
N
11B-302.3.1 CIRCULAR TURNING SPACE
THE SPACE SHALL BE PERMITTED TO INCLUDE
KNEE AND TOE
CLEARANCE COMPLYING WITH SECTION 11B-306.
THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE
CLEARANCE COMPLYING WITH SECTION 11B-306 ONLY AT THE END OF
EITHER THE BASE OR ONE ARM.
TURNING SPACE
11B-305.5
POSITION OF CLEAR FLOOR OR GROUND SPACE
11B-305.7.1
MANEUVERING CLEARANCE IN AN ALCOVE
FORWARD APPROACH
11B-305.7.2
MANEUVERING CLEARANCE IN AN ALCOVE
PARALLEL APPROACH
X>
1
5
"
60" MIN
X>
2
4
"
36" MIN
48
"
M
I
N
30" MIN
30
"
M
I
N
48" MIN
36
"
M
I
N
32
"
M
I
N
24" MAX 48" MIN 24" MIN
36
"
M
I
N
32
"
M
I
N
48
"
M
I
N
42" MIN
X<48"
42"
60
"
M
I
N
36"
X<48"
36"
11B-403.5.1
CLEAR WIDTH OF AN ACCESSIBLE ROUTE 11B-403.5.2
CLEAR WIDTH AT TURN
PERMANENT SIGN IDENTIFICATIONNOTES:
RAISED CHARACTER AND BRAILLE SIGNS ARE TO BE MOUNTED 48" MIN. TO THE BASELINE
OF THE LOWEST LINE OF BRAILLE AND 60" MAX. TO THE BASELINE OF THE HIGHEST LINE OF
RAISED CHARACTERS
RAISED CHARACTERS SHALL BE 1/32 INCH MIN. ABOVE BACKGROUND, UPPERCASE
CHARACTERS, SANS SERIF, 58" MIN AND 2" MAX HIGH AND SHALL BE SELECTED FROM FONTS
WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MIN. AND 110 PERCENT
MAX OF THE HEIGHT OF THE UPPERCASE LETTER "T". (11B-703.2)
48
"
-
6
0
"
T
O
C
E
N
T
E
R
11B-703.7.2.6 TOILET ADN BATHING FACILITIES GEOMETRIC SYMBOLS
11B-703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND
AT ALL PRIMARY BUILDING ENTRANCES
PROVIDE A 5"x5" SYMBOL OF ACCESSIBILITY
NOTES:
PROTRUDING OBJECTS
PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WITH REQUIRED
FOR ACCESSIBLE ROUTES.
11B-307.3
POST-MOUNTED PROTRUDING OBJECTS
X>
2
7
"
X
>
8
0
"
4" MAX
27
"
-
8
0
"
12" MAX
12" MAX
27
"
M
A
X
8
0
"
M
I
N
X>12"
11B-307.2
LIMITS OF PROTRUDING OBJECTS
60"AFF to Baseline of visual
character (word) OR 48"AFF to
Baseline of Braille
NOTE:
1) WATER CLOSET (ADA STALLS) - CENTER LINE REQUIREMENT IS 17" MIN TO 18" MAX FROM THE SIDEWALL OR PARTITION.-
2) AMBULATORY STALLS - CENTER LINE REQUIREMENT IS 17" MIN TO 19" MAX FROM THE SIDEWALL OR PARTITION.
SEE NOTE 1 SEE NOTE 1
SEE NOTE 1SEE NOTE 1
TO TOP OF OPENING
TO TOP OF GRIPPING SERVICE
SEE NOTE 1
COVER DISPENSER
17"-19"
60
"
M
I
N
AMBULATORY ACCESSIBLE COMPARTMENT
54
"
M
I
N
35"-37"
12
"
M
A
X
24
"
M
I
N
58
"
-
6
0
"
A
B
O
V
E
F
I
N
I
S
H
E
D
F
L
O
O
R
DESIGNATED WALL MOUNTED SIGNAGE * NOT
REQUIRED BY CBC.
48
"
M
I
N
I
M
U
M
BA
S
E
L
I
N
E
O
F
L
O
W
E
S
T
BR
A
I
L
L
E
C
E
L
L
60
"
M
A
X
.
BA
S
E
L
I
N
E
O
F
H
I
G
H
E
S
T
L
I
N
E
OF
R
A
I
S
E
D
C
H
A
R
A
C
T
E
R
S
RESTROOM
UNISEX
18"MIN
EQEQ
ACCEPTABLE EXAMPLES FOR SINGLE-USER SIGN STATEMENT AS:
·"UNISEX RESTROOM"
·"ALL GENDER RESTROOM"
·"RESTROOM"
RESTROOM
UNISEX
RESTROOM
ALL GENDEREQEQ
CL
WITHIN 2"
CL
* IF PROVIDED, DESIGNATION MUST COMPLY WITH
CBC 11B-216.2, CBC11B-703.2, CBC11B-703.3, CBC11B-703.4, CBC11B-703.5
·UNISEX SYMBOL SHALL CONSIST OF AN EQUILATERAL TRIANGLE SUPERIMPOSED ONTO A CIRCLE
·UNISEX FACILITY IS A SANITARY FACILITY THAT IS NOT SPECIFICALLY IDENTIFIED AS FOR "MEN" OR "WOMEN"
·THE UNISEX SYMBOL IS THE ONLY SPECIFIC INDICATOR REQUIRED TO BE PROVIDED FOR THIS TOILET FACILITY. NO
GENDER PICTOGRAM, TEXT, OR BRAILLE IS REQUIRED ON THE SYMBOL.
·GENDER SPECIFIC SYMBOLS APPLY ONLY TO MULTI-ACCOMMODATION RESTROOMS
DOOR MOUNTED SIGNAGE
REQUIRED BY CBC, CHAPTER 11B
RESTROOM
12" Ø
12"
TYP
UNISEX
CENTER POINT
12" Ø
MEN WOMEN
ALL SIGNS SHALL BE CONSTRUCTED OF 1/4"
THICK SOLID PLASTIC (AS REQUIRED BY CODE)
CENTER OF SIGNS SHALL BE MOUNTED AT 59"
ABOVE FINISH FLOOR AT THE CENTERLINE OF THE DOOR.
A-0.4.1
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A
I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
ADA NOTES &
DETAILS
FRONT APPROACH
48
"
M
I
N
32" MIN
POCKET OR HINGE APPROACH
42
"
M
I
N
22" MIN
SIDE APPROACH
42
"
M
I
N
STOP OR LATCH APPROACH
42
"
M
I
N
24" MIN
MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIGING DOORS,
11B-404.2.4.2
GATES, AND FOLDING DOORS
REACH RANGES 11B-308
11B-308.3.1
UNOBSTRUCTED SIDE REACH
11B-308.2.1 UNOBSTRUCTED FORWARD REACH 11B-308.2.2 OBSTRUCTED HIGH FORWARD REACH
11B-305.3 CLEAR FLOOR OR GROUND SPACE
15
"
M
I
N
48
"
M
A
X
48" MIN
30
"
M
I
N
48
"
M
A
X
20" MAX
44
"
M
A
X
>20"-25" MAX
10" MAX
48
"
M
I
N
30" MIN
15
"
M
I
N
48
"
M
A
X
10" MAX
48
"
M
A
X
34
"
M
A
X
11B-308.3.2
OBSTRUCTED HIGH SIDE REACH
46
"
M
A
X
34
"
M
A
X
>10-24 MAX
60
"
M
I
N
48
"
M
I
N
48
"
M
I
N
12" MIN
>8
"
48" MIN
48" MIN
48" MIN
11B-404.2.6
DOORS IN SERIES AND GATES IN SERIES
11B-404.2.4.3
MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES
24" MIN AT EXTERIOR
18" MIN AT INTERIOR
>8
"
>8
"
PULL SIDE
PUSH SIDE PUSH SIDE
DOOR PROVIDED WITH
BOTH CLOSER AND LATCH
TACTILE EXIT SIGNAGE CBC Sec 1013.4 AND Sec 11B-703
TACTILE EXIT SIGN SHALL BE REQUIRED AT THE
FOLLOWING LOCATIONS:
BRAILLE SIGN- CONTRACTED GRADES BRAILLE SHALL
BE USED WHEREVER BRAILLE SYMBOLS ARE
SPECIFICALLY REQUIRED IN OTHER PORTIONS OF
THESE STANDARDS. DOTS SHALL BE 1/10 INCH ON
CENTERS IN EACH CELL W/ 2/10 INCH SPACE BETWEEN
CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40
INCH ABOVE THE BACKGROUND.
A TACTILE EXIT SIGN
B TACTILE EXIT ROUTE SIGN
EXIT
ROUTE
EXIT
2. A TACTILE EXIT SIGN WITH THE WORDS "EXIT
ROUTE" SHALL IDENTIFY EACH EXIT ACCESS
DOOR FROM AN INTERIOR ROOM OR AREA TO A
CORRIDOR OR HALLWAY THAT IS REQUIRED TO
HAVE A VISUAL EXIT SIGN.
SEE SHEET A-1.2 FOR LOCATIONS
1.A TACTILE EXIT SIGN WITH THE WORD "EXIT"
SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR
EXIT DOOR.
SEE SHEET A-1.2 FOR LOCATIONS
EXIT SIGNS
A-0.4.2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A
I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
ADA NOTES &
DETAILS
FEC
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
30"x48"
60" M
I
N
.
DIA.
C
L
E
A
R
3'-
0
"
3'-
0
"
3'
-
0
"
60" MIN.
DIA. CLEAR
3'-0"
60" MIN.
DIA. CLEAR
3'-0"
30"x48"
60" M
I
N
.
DIA.
C
L
E
A
R
60" M
I
N
.
DIA.
C
L
E
A
R
30"x48"
30
"
X
4
0
"
C
L
E
A
R
30
"
X
4
0
"
C
L
E
A
R
4
A0.6
7
A0.6
9
A0.6
60"x56"
CLR
SPACE
12"
60" TYP.
60
"
T
Y
P
.
30"x48"
3'
-
0
"
60" MIN.
DIA. CLEAR
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-0.5
ACCESSIBILITY
PLAN
ACCESSIBILITY LEGEND
N
ACCESSIBILITY PLAN SCALE
1/4"=1'-0"1
ACCESSIBILITY PLAN LEGEND
NEW INTERIOR
DOOR ASSEMBLY
SEE DOORS SCHEDULE
ON THIS SHEET A-2.2
EXISTING DOOR
ASSEMBLY TO REMAIN.
REQUIRED MEANS OF EGRESS
EXIT SIGN
COMMON PATH OF EGRESS TRAVEL
EXIT TRAVEL
WHEELCHAIR 30" x 40" CLEARANCE
NEW FIRE EXTINGUISHER CABINET
NEW ELECTRICAL PANEL (E)=EXISTING
ACCESSIBLE CLEARANCE
NOT USED
INSULATE
HOT WATER
AND DRAIN
PIPES WHEN
EXPOSED
MIRROR
TOE CLEARANCE
17" MIN. -19" MAX.
KNEE
CLEARANCE 34
"
M
A
X
.
29
"
M
I
N
.
27
"
M
I
N
.
9"
M
I
N
.
6"
MAX.
8" MIN.
11" MIN.
40
"
A
.
F
.
F
.
M
A
X
TO
B
O
T
T
O
M
O
F
M
I
R
R
O
R
25" MAX DIMENSIONS APPLY
FOR WALL AND
COUNTER MOUNTED
SINKS OR LAVATORIES
URINALWATER CLOSET TYPICAL LAVATORY
TYPICAL
PARTITION
NAPKIN
DISPENSER
4'-
1
0
"
9"
40
"
M
A
X
40
"
M
A
X
SOAP
DISPENSER
40
"
M
A
X
PAPER TOWEL
DISPENSER
40
"
M
A
X
WASTE
RECEPTACLES
40
"
M
A
X
O
V
E
R
A
S
I
N
K
35
"
M
A
X
O
T
H
E
R
L
O
C
A
T
I
O
N
S
MIRROR
24" MIN.
33
"
t
o
3
6
"
12" MAX 42" MIN
17
"
-
1
9
"
14
"
-
1
9
"
TO
O
U
T
L
E
T
40
"
M
A
X
.
54" MIN.
FULLY RECESSED
TOILET SEAT DISPENSER
7" - 9"
24" MIN
FULLY RECESSED
TOILET TISSUE
DISPENSER
44
"
M
A
X
.
17
"
M
A
X
13.5" MIN
17"-18"
17
"
-
1
9
"
FLUSH VALVE
ON WIDE SIDE
1.
5
"
MI
N
.
12" MIN.
REAR GRAB BAR ALLOWED AT 36" A.F.F.
AT TANK-TYPE TOILET.
60
"
M
I
N
18" MIN.
12
"
M
A
X
.
CL
FLUSH ACTIVATOR
ON OPEN SIDE
MIN. CLEAR
60" M
I
N
.
DIA.
C
L
E
A
R
NO DOOR SHALL
ENCROACH INTO
MANEUVERING
SPACE MORE
THAN 12".
30"X48"
CLEAR SPACE
60"X56"
CLEAR SPACE
1'-0"
18"32" MIN
24
"
M
I
N
48
"
M
I
N
12
"
M
A
X
54
"
M
I
N
7"
-
9
"
1'-0"
3'-0"
3'-
0
"
12"
MIN
24"
MIN
42
"
M
I
N
18"
MIN
17"-18"
25
"
M
A
X
.
17
"
M
I
N
19
"
M
A
X
CL CL
12" MIN.
1-1/4" TO 2"
DIAMETER
WALL
TYPICAL GRAB BAR SECTION
1 1/2"
CLEAR FLOOR
SPACE
18
"
M
I
N
.
30
"
M
I
N
.
48" MIN.
25" MAX.
17" MIN
19" MAX
ACCESSIBLE LAVATORIES
CLEAR FLOOR
SPACE
18
"
M
I
N
.
30
"
M
I
N
.
48" MIN.
25" MAX.
19" MIN
25" MAX
ACCESSIBLE SINKS
DOOR ELEVATION
TOILET ROOM
DOOR SIGN
1. SIGNS SHALL BE A MIN. OF
1/4" THK., CENTERED ON
DOOR @ A HT. OF 58" MIN.
& 60" MAX. A.F.F. AND
THEIR COLOR SHALL
CONTRAST WITH THE
DOOR COLOR. CBC 2016
11B-703.7.2.6
2. EDGES AND VERTICES ON
GEOMETRIC SYMBOLS
SHALL BE EASED OR
ROUNDED AT 1/16" MIN.
OR CHAMFERED AT 1/4"
MAX. VERTICES SHALL BE
RADIUSED BETWEEN 1/8"
MIN. AND 1/4" MAX.
58
"
-
6
0
"
CL
34
"
-
4
4
"
ROOM DOOR SIGN
ACRYLIC
MEN (11B-703.7.2.6.1)
UNISEX (11B-703.7.2.6.3)
12
"
WOMEN (11B-703.7.2.6.2)
12
"
12"
1
2
"
12"
EXIT TO
EXIT
EXIT
ROUTE
3/4" BLACK RAISED ACRYLIC LETTERS CENTERED,
REPEATED IN GRADE 2 BRAILLE BELOW
ACRYLIC
60
"
M
A
X
48
"
M
I
N
12"24"
18"
CL
CL18"
MIN.
32
"
M
I
N
.
CL
E
A
R
30"x48"
CLR
SPACE
60" M
I
N
.
DIA.
C
L
E
A
R
60"x56"
CLR
SPACE
25
"
MA
X
.
12
"
MA
X
54
"
M
I
N
42
"
M
I
N
FEC
60" M
I
N
.
DIA.
C
L
E
A
R
30"x48"
CLR
SPACE
CL 18"
25
"
MA
X
.
12"24"
18"
CL
12
"
MA
X
.
42
"
M
I
N
.
54
"
M
I
N
.
32
"
M
I
N
.
CL
E
A
R
36"
30"x48"
CLR
SPACE
60" M
I
N
.
DIA.
C
L
E
A
R
CL18"
MIN.
25
"
MA
X
.
32
"
M
I
N
.
CL
E
A
R
42"MIN.
36
"
54"MIN.
12"
MAX.
12
"CL
24
"
18
"
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-0.6
ACCESSIBILITY
NOTES
1. DOORWAYS LEADING TO TOILET ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL,
CENTERED HORIZONTALLY ON THE DOOR AT 58" MINIMUM AND 60" MAXIMUM A.F.F.
MEASURED TO THE CENTER OF THE SYMBOL. WHERE A DOOR IS PROVIDED, THE SYMBOL
SHALL BE MOUNTED WITHIN 1" OF THE VERTICAL CENTERLINE OF THE DOOR.
2. MEN'S TOILET ROOMS SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH
EDGES 12" LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL
CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT
BACKGROUND. (11B-703.7.2.6.1)
3. WOMEN'S TOILET ROOMS SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THICK AND 12" IN
DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A
DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. (11B-703.7.2.6.2)
4. UNISEX TOILET FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" IN DIAMETER,
WITH A 1/4" THICK TRIANGLE WITH A VERTEX POINTING UPWARD SUPERIMPOSED ON THE
CIRCLE AND WITHIN THE 12" DIAMETER. THE TRIANGLE SHALL CONTRAST WITH THE CIRCLE
SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND AND
THE CIRCLE SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR
DARK ON A LIGHT BACKGROUND. (11B-703-7.2.6.3)
5. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS SHALL HAVE A
1/8" RADIUS MINIMUM.
FOR REFERENCE ONLY
1. TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE IN
COMPLIANCE WITH SECTION 1124B.1.
2. TOILET FACILITIES ARE TO BE ACCESSIBLE TO PERSONS WITH DISABILITIES, SHALL BE ON AN
ACCESSIBLE ROUTE AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 11B-213.
WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH SECTION
11B-603 OF THE CBC 2016. WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST 5%
BUT NO FEWER THAN ONE SHALL BE ACCESSIBLE. WHERE LAVATORIES ARE PROVIDED, AT
LEAST 10% BUT ONE MIN. SHALL BE ACCESSIBLE AND SHALL NOT BE LOCATED WITHIN A
TOILET COMPARTMENT.
3. TURNING SPACE SHALL BE Ø60" MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE
KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306. TURNING SPACE SHALL BE
A T-SHAPED SPACE WITHIN A 60" SQUARE MINIMUM WITH ARMS AND BASE 36" WIDE
MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" MINIMUM IN EACH
DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MINIMUM. THE SPACE
SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION
11B-306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM.
4. REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES AND TURNING SPACE SHALL BE
PERMITTED TO OVERLAP.
5. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR
ANY FIXTURE. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT,
A DOOR IN ANY POSITION MAY ENCROACH INTO THE TURNING SPACE BY 12" MAXIMUM.
WHERE THE TOILET ROOM IS FOR INDIVIDUAL USE AND A 30"X48" CLEAR FLOOR SPACE IS
PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE
PERMITTED TO SWING INTO THE CLEARANCE REQUIRED FOR ANY FIXTURE. (11B-603.2.3
EXCEPTION #2)
6. ALL MIRRORS LOCATED ABOVE ACCESSIBLE LAVATORIES OR COUNTERTOPS SHALL BE
INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" ABOVE THE FINISH
FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS,
SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35” MAXIMUM
ABOVE THE FINISH FLOOR OR GROUND.
7. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES OR OTHER
ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHOULD
BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS,
SHALL BE 40" MAXIMUM ABOVE FINISH FLOOR.
8. PLUMBING FIXTURES INSTALLED SHALL COMPLY WITH THE FOLLOWING STANDARD:
A. WATER CLOSET SHALL NOT EXCEED 1.28 GALLONS PER FLUSH.
II. URINALS SHALL NOT EXCEED 0.5 GALLONS PER FLUSH.
III. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 GPM AT 80 PSI.
IV. NONRESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 0.5 GPM AT 60PSI.
V. NONRESIDENTIAL KITCHEN FAUCETS SHALL NOT EXCEED 2.2 GPM AT 60 PSI.
9. GAS WATER HEATERS IN TOILET ROOMS MUST COMPLY WITH CPC 504.
1. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND
TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17" MINIMUM AND 18"
MAXIMUM TO THE SIDE WALL.
2. CLEARANCE AROUND A WATER CLOSET SHALL BE 60" MINIMUM MEASURED PERPENDICULAR
FROM THE SIDE WALL AND 56" MINIMUM MEASURED PERPENDICULAR FROM THE REAR
WALL. A MINIMUM 60" WIDE AND 48" DEEP MANEUVERING SPACE SHALL BE PROVIDED IN
FRONT OF THE WATER CLOSET. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET
SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET ASSOCIATED GRAB BARS,
DISPENSERS, SANITARY NAPKIN DISPOSALS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES,
CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES AND THE TURNING
SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED
WATER CLOSET CLEARANCE.
3. THE SEAT HEIGHT OF A WATER CLOSET SHALL BE 17" MINIMUM TO 19" MAXIMUM ABOVE
FINISH FLOOR MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO
RETURN TO AL LIFTED POSITION. SEATS SHALL BE 2" HIGH MAXIMUM EXCEPT AT
ALTERATIONS WHEN EXISTING FIXTURES ARE LESS THAN 15" HIGH.
4. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH SECTION 11B-609 AND SHALL BE
PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL.
(11B.-604.5)
5. THE SIDE WALL GRAB BAR SHALL BE 42" LONG MINIMUM, LOCATED 12" MAXIMUM FROM THE
REAR WALL, AND EXTEND 54" MINIMUM FROM THE REAR WALL WITH THE FRONT EDGE
POSITIONED 24" MINIMUM IN FRONT OF THE WATER CLOSET. (11B-604.5.1)
6. THE REAR WALL GRAB BAR SHALL BE 36" LONG MINIMUM AND EXTEND FROM THE
CENTERLINE OF THE WATER CLOSET 12" MINIMUM ON ONE SIDE AND 24" MINIMUM ON THE
OTHER SIDE.
7. FLUSH CONTROLS SHALL BE HAND-OPERATED OR AUTOMATIC. HAND CONTROLS SHALL BE
OPERABLE WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT GRASPING, PINCHING OR
TWISTING. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN SIDE OF
WATER CLOSET, 44" MAXIMUM ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE
CONTROLS SHALL BE NO GREATER THAN 5 POUNDS.
8. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60" WIDE MINIMUM MEASURED
PERPENDICULAR TO THE SIDE WALL AND 56" DEEP MINIMUM FOR WALL HUNG WATER
CLOSETS AND 59" DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED
PERPENDICULAR TO THE REAR WALL.
9. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH AN IN-SWINGING DOOR A MINIMUM 60"
WIDE BY 36" DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE CLEARANCE
REQUIRED IN SECTION 11B-604.8.1.1.
9. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH A SIDE OPENING DOOR, EITHER
IN-SWINGING OR OUT-SWINGING, A MINIMUM 60" WIDE BY 60" DEEP MANEUVERING SPACE
SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET (11B-604.8.1.1.2)
10. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH AN END OPENING DOOR (FACING THE
WATER CLOSET), EITHER IN-SWINGING OR OUT-SWINGING, A MINIMUM 60" WIDE BY 48" DEEP
MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET
(11B-604.8.1.1.3)
11. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH
SECTION 11B-404 EXCEPT THAT IF THE APPROACH IS FROM THE PUSH SIDE OF THE
COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND
ANY OBSTRUCTION SHALL BE 48" MINIMUM MEASURED PERPENDICULAR TO THE
COMPARTMENT DOOR IN ITS CLOSED POSITION. DOORS SHALL BE LOCATED IN THE FRONT
PARTITION OR IN THE SIDE WALL/PARTITION FARTHEST FROM THE WATER CLOSET. WHERE
LOCATED IN THE FRONT PARTITION THE DOOR OPENING SHALL BE 4" MAXIMUM FROM THE
SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED ON THE
SIDE WALL/PARTITION THE DOOR OPENING SHALL BE 4" MAXIMUM FROM THE FRONT
PARTITION. WHEN LOCATED AT THE SIDE OF A TOILET COMPARTMENT THE TOILET
COMPARTMENT DOOR OPENING SHALL PROVIDE A CLEAR WIDTH OF 34" MINIMUM.
(11B-604.8.1.2)
12. THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL COMPLYING WITH SECTION 11B-404.2.7
SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT
SWING INTO THE CLEAR SPACE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO THE
MANEUVERING SPACE WHICH DOES NOT OVERLAP THE CLEARANCE REQUIRED AT THE
WATER CLOSET. (11B-604.8.1.2)
13. WATER CLOSET BOWLS FOR PUBLIC USE SHALL BE OF THE ELONGATED TYPE.
1. URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM17" MAXIMUM
ABOVE THE FINISH FLOOR. URINALS SHALL BE 13-1/2" DEEP MINIMUM MEASURED FROM THE
OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE.
2. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30" BY
48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH.
3. FLUSH CONTROLS SHALL BE HAND-CONTROLED OR AUTOMATIC. HAND-OPERATED HAND
CONTROLS SHALL COMPLY WITH SECTION 11B-309 EXCEPT THAT THE FLUSH CONTROL
SHALL BE MOUNTED AT 44" MAXIMUM ABOVE FINISH FLOOR
4. WHERE ONE OR MORE URINALS ARE PROVIDED,AT LEAST 10 PERCENT BUT NO FEWER THAN
ONE SHALL COMPLY WITH SECTION 11B-605.
URINAL PARTITIONS
5. EACH URINAL UTILIZED BY THE PUBLIC OR EMPLOYEES SHALL OCCUPY A SEPARATE AREA
WITH WALLS OR PARTITIONS TO PROVIDE PRIVACY. THE WALLS OR PARTITIONS SHALL BEGIN
AT A HEIGHT NOT MORE THAN 12 INCHES FROM AND EXTEND NOT LESS THAN 60 INCHES
ABOVE THE FINISHED FLOOR SURFACE. THE WALLS OR PARTITIONS SHALL EXTEND FROM
THE WALL SURFACE AT EACH SIDE OF THE URINAL NOT LESS THAN 18 INCHES OR TO A
POINT NOT LESS THAN 6 INCHES BEYOND THE OUTERMOST FRONT LIP OF THE URINAL
MEASURED FROM THE FINISHED BACK WALL SURFACE, WHICHEVER IS GREATER.
1. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4"
MINIMUM AND 2" MAXIMUM. GRAB BARS WITH NON-CIRCULAR CROSS-SECTIONS SHALL HAVE
A CROSS-SECTION DIMENSION OF 2" MAXIMUM AND A PERIMETER DIMENSION OF 4"
MINIMUM AND 4.8" MAXIMUM.
2. SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2". SPACE BETWEEN GRAB
BAR AND PROJECTING OBJECTS BELOW AND AT ENDS SHALL BE 1-1/2" MINIMUM. SPACE
BETWEEN GRAB BARS AND PROJECTING OBJECTS ABOVE SHALL BE 12" MINIMUM.
3. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MINIMUM AND 36"
MAXIMUM ABOVE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. ANY
SURFACE ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS
AND SHALL HAVE ROUNDED EDGES. (11B-609.4)
4. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.ALLOWABLE STRESSES SHALL NOT
BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250
POUNDS IS APPLIED AT ANY POINT OF THE GRAB BAR, FASTENER, MOUNTING DEVICE OR
SUPPORTING STRUCTURE.
5. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24" LONG MINIMUM CENTERED ON THE
WATER CLOSET WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36" MINIMUM DUE TO
THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET (11B-604.5.2
EXCEPTION #1).
1. A CLEAR FLOOR SPACE OF 30"X48" SHALL BE PROVIDED IN FRONT OF A LAVATORY TO
ALLOW FORWARD APPROACH. CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE
KNEE & TOE SPACE CLEARANCE COMPLYING WITH SECTION 11B-306 (SEE ACCESSIBILITY
NOTES #18 & 19 ON A-0.1 SHEET). THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED
IN DETERMINING KNEE AND TOE CLEARANCES.
2. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM
OF THE COUNTER SURFACE AT 34" MAXIMUM ABOVE FINISH FLOOR.
3. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND
AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE
FORCE REQUIRED TO OPERATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS.
HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM.
4. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR
OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR
ABRASIVE SURFACES UNDER LAVATORIES OR SINKS.
5. LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A
MINIMUM OF 18" TO THE CENTER LINE OF THE FIXTURE. (11B-606.6)
6. SECTION 11B-306.2.2. EXCEPTION: TOE CLEARANCE SHALL EXTEND 19 INCHES MAXIMUM
UNDER LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION 11 B-213.3.4.
7. SECTION 118-306.2.3. EXCEPTION: 1. THE TOE CLEARANCE SHALL EXTEND 19 INCHES
MINIMUM UNDER SINKS REQUIRED TO BE ACCESSIBLE BY SECTION 11 B-212.3.
8. WHERE LAVATORIES ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN ONE
SHALL COMPLY WITH SECTION 11B-606 AND SHALL NOT BE LOCATED IN A TOILET
COMPARTMENT.
9. WHERE A FORWARD APPROACH IS REQUIRED AT A SINK, KNEE AND TOE CLEARANCE SHALL
BE PROVIDED IN COMPLIANCE WITH SECTION 11B-306.
FLOOR DRAINS SHALL BE INSTALLED IN THE FOLLOWING AREAS:
1. TOILET ROOMS CONTAINING TWO OR MORE WATER CLOSETS OR A COMBINATION OF ONE
WATER CLOSET AND ONE URINAL, EXCEPT IN A DWELLING UNIT.
2. COMMERCIAL KITCHENS AND IN ACCORDANCE WITH SECTION 704.3.
3. LAUNDRY ROOMS IN COMMERCIAL BUILDINGS AND COMMON LAUNDRY FACILITIES IN
MULTI-FAMILY DWELLING BUILDINGS.
PER 2016 CBC SECTION 1013.4 RAISED CHARACTER AND BRAILLE EXIT SIGNS. TACTILE EXIT SIGNS SHALL BE REQUIRED AT
THE FOLLOWING LOCATIONS:
1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED
BY A TACTILE EXIT SIGN WITH THE WORD, “EXIT”.
2. EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, AND THAT LEADS DIRECTLY TO A
GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH
THE FOLLOWING WORDS AS APPRO-PRIATE:
2.1. “EXIT STAIR DOWN”
2.2. “EXIT RAMP DOWN”
2.3. “EXIT STAIR UP”
2.4. “EXIT RAMP UP”
3. EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, AND THAT LEADS DIRECTLY TO A
GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGE-WAY SHALL BE IDENTIFIED BY
A TACTILE EXIT SIGN WITH THE WORDS, “EXIT ROUTE.”
4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO
COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS “EXIT ROUTE.”
5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE
IDENTI-FIED BY A SIGN WITH THE WORDS, “TO EXIT.”
RAISED CHARACTER AND BRAILLE EXIT SIGNS SHALL COMPLY WITH CHAPTER 11B, SECTIONS 11B- 703.1, 11B-703.2,
11B-703.3 AND 11B-703.5.
NUMBER OF OCCUPANTS: 3,050 SQ FT / 150 = 21
REQUIRED
EXISTING PROVIDED TOTAL
MALE FEMALE
WATER CLOSETS 1 1 0 3 3
URINALS ----------
LAVATORIES 1 1 0 3 3
SCALE
3/4"=1'-0"1TYP. LAVATORY REQ.
SCALE
1/2"=1'-0"2TYPICAL ACCESSIBLE FIXTURE MOUNTING HEIGHTS FOR REFERENCE ONLY
SCALE
1/4"=1'-0"3TYPICAL SINGLE ACCOMMODATION TOILET FOR REFERENCE ONLY
SCALE
1/4"=1'-0"4NEW PATIENT/RESTROOM #114
SCALE
N.T.S.5RESTROOM SIGNAGESCALE
N.T.S.8TACTILE SIGNAGE
SCALE
N.T.S.6PLUMBING FIXTURES CALCULATION
SCALE
1/4"=1'-0"7NEW STAFF/RESTROOM #109
SEE ELEVATION SHEET A-2.2SEE ELEVATION SHEET A-2.2SEE ELEVATION SHEET A-2.2
SCALE
1/4"=1'-0"9NEW CHANGING/RESTROOM #102
P.L.
P.L.P.L.
P.L.
95
'
-
1
1
"
LI
V
E
O
A
K
A
V
E
.
(E)
TRASH
UP
P.L.
P.L.
P.L.
P.L.
57'-6"10'-7"5'-6"16'-5"60'-0"
150'-0"
39
'
-
6
"
56
'
-
4
"
UP
2
(E) 11 STANDARD SPACES
(E
)
7
S
T
A
N
D
A
R
D
S
P
A
C
E
S
2
(E) 3 STANDARD SPACES
2
(E
)
2
S
T
A
N
D
A
R
D
S
P
A
C
E
S
2
3
TYP.5
5
5
TYP.
4
6
6
(E)
ONE STORY TYPE V B BUILDING
PROPOSED CHANGE OF USE
FROM RESTAURANT TO
OUTPATIENT SURGERY CENTER
2'
-
6
"
10
'
-
6
"
A
D
D
I
T
I
O
N
OUT
IN
TYP.
1
8
7
(E) SIDEWALK
34'-3"
(E) DRIVEWAY
(E) DRIVEWAY
24
'
-
4
"
(E) DRIVEWAY
TYP.10
TYP.9
TYP.10
TYP.9
11
12
29
'
-
7
"
23'-0" ADDITION
6'-4"
13
18'-0"MIN.
VAN
ACCESSIBLE
STALL
9'-0"
KEYNOTES
A
B
C
B
D
E
E
E
STANDARD
PARKING
STALL
8'-0"8'-3" Ø
1'-
4
12"
1'
-
0
"
6'
-
8
"
M
I
N
.
2.3"-2.4"
NOMINAL
2.3"-2.4"
NOMINAL
A
-
.9 AT BASE
.45 AT TOP
.2
"
1/2"
MAX.
CHANGE
IN
LEVEL
PARKING STALL
8"
NO. 4 REBAR
NOTE:
1'
-
0
"
6"
USE 6'-0" LONG WHEEL STOP AT DOUBLE STALL CONDITIONS CENTERED ON STRIPING
USE 4'-0" LONG WHEEL STOP AT SINGLE STALL CONDITIONS 1'-0" FROM CENTERLINE OF
STRIPING 5'-0"
8'-6"
A
D
C
NO PARKING
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
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S
T
O F C A L F
I
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C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-1.0
SITE PLAN
ACCESSIBLE PATH OF TRAVEL
COMPLIANT WITH CHAPTER
11B CBC 2016
AREA OF WORK
PROPERTY LINE
TRUNCATED DOME
NEW BUILDING ADDITION
150 S.F.
SEE LANDSCAPE PLAN ON
SHEET A-1.1
1. CONTRACTOR SHALL PROTECT ANY ADJACENT CATCH BASIN TO THE PROJECT.
2. CONTRACTOR SHALL PROTECT ANY AREA DRAINS FROM THE PROJECT SITE FROM PROJECT RUNOFF.
3. CURB AND GUTTER FRONTING THE PROPOSED PROJECT, IF DAMAGED DURING CONSTRUCTION, WILL
NEED TO BE REMOVED AND REPLACED (ACCORDING TO CITY STANDARDS), AND SHALL BE PAID FOR
BY THE APPLICANT.
4. ALL SURVEY MONUMENTS, STREET LIGHTS, AND UNDERGROUND UTILITIES, AND ANY EXISTING
OFF-SITE IMPROVEMENTS AFFECTED BY THE CONSTRUCTION SHALL BE RE-ESTABLISHED ACCORDING
TO THE CITY STANDARDS, AND SHALL BE PAID FOR BY THE APPLICANT. NO PRIVATELY-OWNED
STRUCTURES OR IMPROVEMENTS ARE PERMITTED WITHIN THE PUBLIC RIGHT-OF-WAY WITHOUT AN
ENCROACHMENT PERMIT.
5. "DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE POT IDENTIFIED IN
THESE CONSTRUCTION DOCUMENTS MEETS THE REQUIREMENTS OF THE CURRENT APPLICABLE
CALIFORNIA BUILDING CODE (CBC) ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS
FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT,
THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE
DETERMINED TO BE NONCOMPLIANT WITH THE CBC HAVE BEEN IDENTIFIED AND THE CORRECTIVE
WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF
THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO
THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS
OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD
LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE INDICATED IN THESE CONSTRUCTION
DOCUMENTS. DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT
REPRESENTED AS CBC COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE
CONSTRUCTION TOLERANCES, THE ITEMS SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS
PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT."
6. CONTRACTOR TO COORDINATE WITH THE GAS COMPANY FOR NEW LOCATION OF GAS METER
N
SITE PLAN - SHOWING LANDSCAPE TO REMAIN SCALE
1/8"=1'-0"1
SITE PLAN LEGENDSITE PLAN GENERAL NOTES
P.L.
1
SITE PLAN KEY NOTES
(E)VAN ACCESSIBLE PARKING STALL
EXISTING STANDARD PARKING STALL
EXISTING ACCESSIBLE PEDESTRIAN
ACCESS RAMP
EXISTING SIGNAGE
EXISTING PLANTER
RELOCATED EXISTING TRUNCATED DOME
NEW UTILITY ROOM BUILDING ADDITION
(WATER, HEATER, MED GAS AND UPS)
EXISTING PROPERTY SIGNAGE
EXITING MATURE TREES TO REMAIN
EXITING 6' TALL WALL / FENCE
EXITING SIDEWALK
EXITING DRIVEWAY / CURB CUT
INTERNATIONAL ACCESSIBILITY SYMBOL
2
3
4
5
6
7
8
9
10
11
12
(E)=EXISTING
(N)=NEW
SCALE
1/8"=1'-0"5TYPICAL ACCESSIBLE SIGNAGE SCALE
NTS 2TYPICAL ACCESSIBLE SIGNAGE
SCALE
NTS 3TYPICAL TUNCATED DOMES DETAIL
SCALE
NTS 4PARKING SPACE EMBLEM
SCALE 6NTSCONCRETE WHEEL STOP
13
LI
V
E
O
A
K
A
V
E
.
(E)
TRASH
UP
U
P
(E)
ONE STORY TYPE V B BUILDING
PROPOSED CHANGE OF USE
FROM RESTAURANT TO
SURGERY CENTER
OUT
IN
(E)SIDEWALK
(E) DRIVEWAY
(E) DRIVEWAY (E) DRIVEWAY
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
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O R N
I
A
C27923
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RENEWAL
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A
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O F C A L F
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C
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10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-1.1
LANDSCAPE PLAN
N
EXISTING LANDSCAPE PLAN SCALE
1/8"=1'-0"1
CALIFORNIA JUNIPER
(E) MANZANITA SHRUB
2'-0"
FOX TAIL AGAVE INDIAN LAUREL FIG PANCHITO MANZANITA BAMBOO ( FARGESIA RUFA) (TO BE REMOVED)( FARCTOSTAPHYLOS) (FICUS NITIDA) (AGAVE ATTENUATA) (JUNIPERUS CALIFORNICA) A B C D E
(E) GRAVEL (WHITE)
C
C
B
TYP
A
TYP
D
TYP
D
(E) CALIFORNIA JUNIPER
10'
(E) FOX TAIL AGAVE
2'-6"
(E) INDIAN LAUREL FIG
30'
(E)BAMBOO
8'-0"
A
B
C
D
E
E
1. ALL EXISTING PLANTING IS TO REMAIN UNLESS NOTED OTHERWISE
2. EXISTING BAMBOO TO BE REMOVED IN THE AREA LABELED WITH THE LETTER E
TO ALLOW FOR THE NEW BUILDING EXPANSION
LEGEND
NOTES
A
TYP
B
TYP
TYP
FEC
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
UP
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
WHEEL
CHAIR
30"
48
"
5'-0"
T
Y
P
(E)16'-5"
(E
)
3
9
'
-
6
"
(E)59'-11"
(E
)
4
3
'
-
2
"
(E)76'-3 15/16"
7
111
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
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E
S
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O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-1.2
EXITING & OCCUPANCY
LOAD
N
EXITING AND OCCUPANCY PLAN SCALE
1/4"=1'-0"1
EXITING PLAN LEGENDOCCUPANCY LOAD
*
EXITING TRAVEL DISTANCES
OCCUPANCY GENERAL NOTES
EXITING PLAN GENERAL NOTES
DN.
U
P
EP
(E) COSTUMER AREA
(E) COSTUMER AREA
(E) BAR AREA
(E) MEN'S
RESTROOM
(E) WOMEN'S
RESTROOM
(E) KITCHEN AREA
1
TYP.
7 8 92
3
TYP.
4
TYP.
5
5
TYP.
6
TYP.
10
10
11 11
11 12
1212
13
16
14
17
21
TYP.
12 2
TYP.
20
TYP.
TYP.
19
TYP.
TYP.
18
18
10
2
TYP.
15
22
TYP.
23
24
TYP.
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-2.0
DEMOLITION PLAN
DOOR/FRAME TO BE REMOVED.
WALL TO BE REMOVED.
WALL TO REMAIN.
N
DEMOLITION PLAN SCALE
1/4"=1'-0"1
DEMOLITION PLAN LEGENDDEMOLITION KEY NOTES
DOOR TO REMAIN
THROUGHOUT
1
2
3
4
5
6
DEMO INTERIOR NON LOAD BEARING WALLS AND ASSOCIATED ELECTRICAL AND DATA. REMOVE ALL WIRING
BACK TO SUB PANEL AS REQUIRED.
DEMO FLOOR COVERING AND RUBBER WALL BASE THROUGHOUT U.O.N. SCRAPE ALL FLOORS CLEAN OF
ADHESIVE AND PAD.
SCAR PATCH WALL AFTER ADJACENT WALL REMOVAL AS REQUIRED. PREPARE FOR APPROVED NEW FINISH.
DEMO MILLWORK AND SINK. CAP OFF ALL ASSOCIATED PLUMBING AT SOURCE.
REMOVE EXISTING MILLWORK.
DEMO DOOR, FRAME AND ALL RELATED HARDWARE.
7
8
9
10
11
DEMO BLANK OUTLETS. REMOVE ANY CONDUIT OR ASSOCIATED WIRING BACK TO SUB-PANEL AS REQUIRED.
PATCH AND REPAIR WALL FOR APPROVED NEW FINISH.
WHERE DEMOLITION WORK EXPOSES OPEN CORE HOLES IN SLAB OR WHERE PIPES ARE REMOVED TEMPORARILY,
STUFF HOLE WITH INTUMESCENT MATERIAL AND WITH PLYWOOD ATTACHED TO COVER THE OPENING.
DEMO FLOOR AND WALL FINISHES AND PREPARE FOR NEW FINISHES.
DEMO PLUMBING FIXTURES EXISTING. CAP OFF ALL RELATED PLUMBING AT SOURCE.
REMOVE ALL FLOOR SINKS THROUGHOUT
DEMO EXITING CEILING FINISHES, LIGHTS SOFFITS HVAC REGISTERS THROUGHOUT.
REMOVE EXISTING PLANTER, CURB AND PLANS REMOVE IRRIGATION LINES AND CAP OFF.
DEMO EXISTING ASPHALT PAVING TO MAKE ROOM FOR NEW ADDITION
DEMO EXISTING PLANTER CURB
REMOVE EXITING STUCCO / LATH IN THE AREA OF THE NEW ADDITION EXPOSE STUDS
DEMO / REMOVE GREASE INTERCEPTOR AND ALL COMPONENTS
12
DOOR WITH STOREFRONT TO BE REMOVED.
13
14
15
AREA TO BE REMOVED / DEMO
DEMOLITION GENERAL NOTES
1. PARTITIONS: EXISTING PARTITIONS ARE TO BE DEMOLISHED U.O.N.
2. FLOORING: EXISTING FLOORING & BASE ARE TO BE DEMOLISHED THROUGHOUT EXPANSION AND REMODEL AREA AS
NOTED.
3. POWER & COMMUNICATIONS: ELECTRICAL & COMMUNICATIONS ARE TO BE REMOVED THROUGHOUT REMODEL AREA
U.O.N. DEMO OUTLETS WHERE SHOWN AND WHERE PARTITIONS ARE REMOVED, CONTRACTOR SHALL REMOVE ALL
ELECTRICAL CONDUITS BACK TO ELECTRICAL SUB PANEL OR TELEPHONE BACKBOARD.
4. DOORS: EXISTING DOOR ASSEMBLIES TO BE REMOVED THROUGHOUT SUITE U.O.N. REMOVE EXISTING DOOR
ASSEMBLIES WHERE SHOWN AND SAVE FOR POSSIBLE RELOCATION.
5. CONTRACTOR TO WALK JOBSITE AND INCLUDE OTHER MISC. DEMOLITION NOT SPECIFICALLY SHOWN ON PLAN AND IS
NOT RETAINED OR REUSED IN THE NEW CONSTRUCTION PLAN (I.E. OLD ELECTRICAL METER AND A/C UNITS, POWER
POLES, SURFACE MOUNTED WIREMOLD OR CONDUITS, WATER HEATERS AND EQUIPMENT)
6. THE GENERAL CONTRACTOR SHALL ERECT ALL NECESSARY TEMPORARY SOLID AND/OR PLASTIC DROP CLOTH
PARTITIONS TO PROTECT AREAS TO REMAIN WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS.
7. THE GENERAL CONTRACTOR SHALL BE EXTREMELY CAREFUL TO PROTECT AND NOT DAMAGE ANY PORTION OF
EXISTING INSTALLATION NOT BEING REMOVED, INCLUDING WINDOW COVERINGS.
8. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED BY DEMOLITION OR NEW CONSTRUCTION WORK SHALL BE
PATCHED AS REQUIRED TO MATCH EXISTING ADJACENT AREA IN MATERIAL, FINISH AND COLOR, U.O.N.
9. ALL EXISTING CONDITIONS TO REMAIN AND ITEMS TO BE REUSED SHALL BE CLEANED AND RESTORED TO WORKING
CONDITION.
10. REMOVE ALL UNUSED CONDUITS, SOUND BLANKETS, A/C DUCTS FROM ABOVE CEILING & CLEAN ABOVE CEILING ALL
NON-FUNCTIONING DEBRIS.
11. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL DEMO INFORMATION.
12. CONTRACTOR RESPONSIBLE TO WORK FROM CURRENT ISSUED CONSTRUCTION DOCUMENTS. ANY WORK PERFORMED
FROM PREVIOUS/SUPERSEDED SETS AFTER FORMAL ISSUE OF NEW PLANS TO BE CORRECTED AT CONTRACTOR'S
EXPENSE WITH NO TIME DELAYS.
13. CONTRACTOR SHALL CHECK AND VERIFY CONDITIONS AT JOB SITE AND REQUIRES CLARIFICATION FROM THE
ARCHITECT OF ANY POSSIBLE CONFLICTS BETWEEN DRAWINGS AND FIELD CONDITIONS BEFORE COMMENCING ANY
WORK.
14. WHERE FLOOR-MOUNTED/RECESSED ELECTRICAL BOXES ARE REMOVED, CONTRACTOR SHALL PATCH FLOOR CAVITY
TO MATCH ADJACENT SURFACE.
15. CONTRACTOR TO WALK THE JOB PRIOR TO BIDDING TO ENSURE ALL ITEMS TO BE DEMOLISHED ARE INCLUDED.
16. SEE MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION SCOPE
16
17
EXISTING STAIRS AND RAILING TO REMAIN
EXISTING OUTDOOR FINISHES TO REMAIN
EXISTING ELECTRICAL SERVICE PANEL (SEE ELECTRICAL DRAWINGS)
DECORATIVE WOOD SLATS TO BE SANDED AND REFINISHED, (PRIMED AND PAINT)
EXISTING ELECTRICAL PANELS TO BE REMOVED. SEE ELECTRICAL DEMOLITION PLAN
EXISTING GAS METER/CONNECTION TO BE RELOCATED. CONTACT THE GAS COMPANY FOR COORDINATION
EXISTING WINDOWS ARE TO BE REMOVED AND TO BE REPLACED
18
19
20
21
(E) BAMBOO AND SHRUBS TO BE REMOVED
WINDOW TO BE REMOVED.
22
23
24
DN.
U
P
EP
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-2.0.1
DEMO REFLECTED
CEILING PLAN
N
REFLECTED CEILING DEMOLITION PLAN SCALE
1/4"=1'-0"1
REFLECTED CEILING DEMOLITION LEGENDREFLECTED CEILING PLAN DEMOLITION KEY NOTESREFLECTED CEILING DEMOLITION GENERAL NOTES
1
2
3
EXISTING TRUSSES @48" O.C ARE TO REMAIN (TYPICAL)
EXISTING KITCHEN HOOD IS TO BE REMOVED. REMOVE ALL COMPONENTS
EXISTING PLASTER CEILING TO REMAIN
EXISTING PLASTER CEILING TO BE REMOVED TO THE FRAMING MEMBER
AL HVAC REGISTERS SHALL BE REMOVED
DEMO LOWER ROOF FRAMING TO ALLOW FOR HIGHER CEILINGS . SEE STRUCTURAL DWGS.
REMOVE FRAMING OF HVAC PLATFORM. SEE A-2.0.2
2X4 CEILING GRID AND TILES TO BE
REMOVED.
EXISTING WOOD PANELING CEILING TO BE
REMOVED
2'X4' LIGHT FIXTURE TO BE REMOVED.
DOWNLIGHTS/RECESSED LIGHTS TO BE
REMOVED THROUGHOUT
EXIT SIGN TO REMOVED.
EXISTING EXTERIOR PLASTER SOFFIT TO
REMAIN
EXISTING EXTERIOR PLASTER CEILING TO
BE REMOVED
EXISTING DRYWALL CEILING AND SOFFITS
TO BE REMOVED
2
1
TYP.
3
4
4
5
5
5
5
5
TYP.
TYP.
TYP.
TYP.
5
5
6
6
7
7
R1
R1
R1
R2
R2
R3
R5
R5
R4
TYP
EXISTING ROOF
TO REMAIN
EXISTING ROOF
TO REMAIN
R5
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-2.0.2
ROOF PLAN DEMOLITION
R1 REMOVE MECHANICAL EQUIPMENT SCREEN
REMOVE EXISTING ROOFING IN THE AREA SHOWN.
REMOVE EXISTING CEILING FRAMING.
REMOVE ALL EXISTING MECHANICAL EQUIPMENT, VENTS , DUCTS, PADS, ETC.
REMOVE EXISTING ROOFING , SUBSTRATE , REMOVE CRIPPLE WALL
R2
NOT USED SCALE 4
ROOF ALTERATION/DEMOLITION NOTES
R3
R4
R5
PARTIAL EXISTING ROOF PLAN SHOWING DEMOLITION SCALE
1/4"=1'-0"2
NOT USED SCALE
1/4"=1'-0"1
2. CONTRACTOR TO REVIEW PLANS WITH ANY NEW OR EXISTING CONSTRUCTION AND IDENTIFY POSSIBLE CONFLICTS
PRIOR TO CONSTRUCTION.
3. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND
REQUEST CLARIFICATION FROM THE ARCHITECT IF ANY POSSIBLE CONFLICTS BETWEEN DRAWINGS AND FIELD
CONDITIONS WHEN BIDDING THE JOB AND BEFORE COMMENCING ANY WORK.
SCALE 3
FEC
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
WHEEL
CHAIR
30"
48
"
5'-0"
T
Y
P
(E)16'-5"
8'-8"
8'-
1
0
"
(E
)
2
8
'
-
0
"
(E
)
3
'
-
0
"
(E
)
2
'
-
9
"
(E
)
2
'
-
6
"
(E)20'-5"(E)6'-3"(E)32'-10"23'-0"
6'-0"
(E
)
3
9
'
-
6
"
5'
-
5
"
8'-
3
3
/
4
"
11
'
-
6
1
/
4
"
(E)59'-11"
11'-1"13'-1"18'-5"8'-8"16'-5"
18"
MIN.
12"
MIN.
12"
MIN.
12"
MIN
3'-3"
4'-7"3'-0"
(E
)
3
3
'
-
9
"
(E)82'-8 1/2"
18
'
-
0
"
11
'
-
1
0
"
1
2
5
6
7
8
10
11
12
5'-6"4'-6"13'-0"
2
A2.2
5
A2.2
4
A2.2
100
114
100A 115
110
116
109
108
107105
106
100B
102
103
A-5.1
5A
A-5.1
3 E
A-5.1
3
A
B
C
A-5.0
3
A
B
C
DA-5.0
5
A
B
C
D
A-5.1
4A
5'-
5
"
12
"
MI
N
.
10
'
-
6
"
18
"
MI
N
.
18
"
MI
N
.
G
3
111
113
112
TYP.
A-4.1
1
106A
A A A A A
13'-7"6'-10"
A-5.1
5D
C
B
A-5.1
3D
F
3
A-5.1
E
3
A-5.0
8'
-
5
"
A-5.2
5
C
A
B
A
6
A-5.2 CB
13
13
9090B90A
14
3
9
15
15
16
18
16
8
A7.0
8
A7.0
7
A7.0
21 20
22
23
3
A7.0
5
A7.0
TYP
TYP
24
12'-1"3'-3"
18
"
MI
N
.
4'-6"
5'-
0
"
6'-7"
6'
-
5
"
2'
-
0
"
3'-
2
"
2'-
4
"
2'-11"
8'-
6
"
2'-2"
2'
-
0
"
3'-2"
5'-0"
15'-11"
3'
-
5
"
5'-10"
TYP
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-2.1
CONSTRUCTION PLAN
PLAN
BLDG. STD. FIRE EXTINGUISHER CABINET
SEE DETAIL #1 ON A-7.3
SINGLE DOOR
DOUBLE DOOR
FEC NEW MILLWORK
EXISTING WALL
NEW NON RATED FRAMED
WALL 6" ABOVE CEILING W/
INSULATION,EXTEND
INSULATION 3' ON BOTH SIDES
OF CEILING. SEE DETAIL 5 ON
A-7.0
1 NEW STOREFRONT DOOR AND SIDE LIGHT
NEW HIGH LOW RECEPTION DESK WITH 42" HIGH TRANSACTION COUNTER
PLASTIC LAMINATE CASEWORK WITH SOLID SURFACE COUNTERTOP AND BACKSPLASH
WALL MOUNTED SINK
JANITOR'S FLOOR SINK
HAND WASHING SINK
PLASTIC LAMINATE LOCKERS WITH LOCKS
SURGICAL TABLE WITH SURGICAL LAMP
UNDER MOUNTED STAINLESS STEEL DOUBLE SINK
ANTI MICROBIAL PRIVACY CURTAIN AND TRACK
HEADWALL SYSTEM
LOW WALL
LOW RETURN AIR SHAFT. SEE MECHANICAL DRAWINGS
IT CLOSET/ STORAGE CABINET
EQUIPMENT. SEE ELECTRICAL DRAWINGS
TACTILE SIGNAGE/TACTILE SIGNAGE: EXIT STAIR DOWN/EXIT RAMP DOWN
TACTILE SIGNAGE WITH "EXIT ROUTE"
INTERNATIONAL ACCESSIBILITY SYMBOL
MED GAS TANKS WITH SEISMIC STRAP. PROVIDE WALL BACKING
2
N
CONSTRUCTION PLAN SCALE
1/4"=1'-0"1
CONSTRUCTION PLAN LEGENDCONSTRUCTION KEY NOTES
DOOR WITH
SIDE LIGHT STOREFRONT
3
4
5
6
7
8
9
10
11
12
EXISTING PARTITIONS ARE TO BE REMOVED WHERE SHOWN. PROTECT ALL EXISTING AREAS TO REMAIN
DURING CONSTRUCTION. PROVIDE AND INSTALL NEW PARTITIONS AS SHOWN. PREP NEW PARTITIONS TO RECEIVE
NEW WALL FINISH AS REQUIRED.
EXISTING DOOR ASSEMBLIES TO BE REMOVED WHERE SHOWN. PROVIDE AND INSTALL NEW DOOR
ASSEMBLIES AS SHOWN ON PLAN. FINISH TO MATCH EXISTING. SEE DOOR SCHEDULE,
3. WHERE EXISTING PARTITIONS, FLOORING AND SUB-FLOORING ARE REMOVED, CONTRACTOR SHALL PREP FLOOR SLAB
AS REQUIRED FOR PROPER FLAT FLOORCOVERING INSTALLATION THROUGHOUT SUITE.
4. G.C. TO PROVIDE ADEQUATE STRUCTURAL BACKING SUPPORT IN WALLS FOR MILLWORK.
5. CONTRACTOR TO REVIEW PLANS WITH ANY NEW OR EXISTING CONSTRUCTION AND IDENTIFY POSSIBLE CONFLICTS
PRIOR TO CONSTRUCTION.
6. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND
REQUEST CLARIFICATION FROM THE ARCHITECT IF ANY POSSIBLE CONFLICTS BETWEEN DRAWINGS AND FIELD
CONDITIONS BEFORE COMMENCING ANY WORK.
7. ALL EXISTING CONSTRUCTION, INCLUDING CORE WALLS, EXTERIOR WALLS AND COLUMNS ARE TO BE CHECKED FOR
CRACKS, WAVES, SCARS, IMPERFECTIONS, IRREGULARITIES IN FINISHES, ETC. PREPARE AS NECESSARY FOR NEW
SCHEDULED FINISH.
9. SKIM COAT ALL REMAINING WALLS WHERE EXISTING WALLCOVERING, CONSTRUCTIONS FINISHES, ATTACHMENTS, ETC.
HAVE BEEN REMOVED.
10. PATCH & REPAIR ALL EXISTING SURFACES TO REMAIN WHICH ARE AFFECTED BY DEMOLITION. ALL SURFACES
REPAIRED SHALL MATCH ADJACENT EXISTING SURFACES. ALL SURFACES SHALL BE SMOOTH AND PREPARED AS
REQUIRED TO RECEIVE NEW FINISHES.
11. CONTRACTOR SHALL TAPE, MUD AND SAND FLUSH METAL CORNER BEADS AT ALL SOFFITS, WALLS, END AND TOPS OF
FREE-STANDING PARTITIONS.
12. ALL PARTITIONS SHOWN "ALIGN" ARE TO BE SMOOTH/FLUSH WITH EXISTING OR NEW CONSTRUCTION AS INDICATED.
13. WHERE PARTITIONS ARE REMOVED, CONTRACTOR SHALL REMOVE ALL ELECTRICAL AND TELEPHONE CONDUITS BACK
TO ELECTRICAL SUB PANEL OR TELEPHONE BACKBOARD.
14. WHERE PARTITIONS ARE REMOVED, CONTRACTOR SHALL FILL/FLOAT FLOOR SLAB AS REQUIRED FOR PROPER FLAT
FLOOR COVERING INSTALLATION.
15. G.C. TO FILL/SEAL ALL WALL/FLOOR PENETRATIONS W/ LISTED & APPROVED THRU PENETRATION FIRE STOP SYSTEM.
16. CONTRACTOR RESPONSIBLE TO WORK FROM CURRENT ISSUED CONSTRUCTION DOCUMENTS. ANY WORK
PERFORMED FROM PREVIOUS/SUPERSEDED SETS AFTER FORMAL ISSUE OF NEW PLANS TO BE CORRECTED AT
CONTRACTOR'S EXPENSE WITH NO TIME DELAYS.
17.CONTRACTOR SHALL CHECK AND VERIFY CONDITIONS AT JOB SITE AND REQUIRES CLARIFICATION FROM THE
ARCHITECT OF ANY POSSIBLE CONFLICTS BETWEEN DRAWINGS AND FIELD CONDITIONS BEFORE COMMENCING ANY
WORK.
18.CONTRACTOR TO PREP CONCRETE SLAB TO RECEIVE NEW FLOORING, CHECK MANUFACTURERS RECOMMENDATIONS
FOR MOISTURE CONTENT GUIDELINES.
19. NO HIGH-PILE STORAGE.
20. CONTRACTOR TO COORDINATE WITH BUILDING'S FIRE PROTECTION VENDOR FOR ADJUSTMENTS TO THE FIRE
SPRINKLER SYSTEM.
21. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803. FOR
GROUP B AND E: CLASS C. FOR GROUP I-4: CLASS B
22. THE USE OF ANY RECYCLED OR RECLAIMED MATERIAL FOR DECORATIVE WALL AND /OR CEILING FINISHES REQUIRES
TESTING DOCUMENTATION TO ENSURE PROPER FLAME SPREAD AND SMOKE DEVELOPMENT INDEX PURSUANT TO CBC
SECTION 803.
23. ANY FIRE RETARDANT TREATED FABRICS USED AS WALL OR CEILING FINISHES SHALL BE REQUIRED TO SUBMIT
CERTIFICATION OF COMPLIANCE WITH STATE FIRE MARSHALL CERTIFICATION.
24. THE AMOUNT OF HAZARDOUS MATERIALS STORED AND /OR USED WITHIN THE BUILDING WILL NOT EXCEED THE
QUANTITIES LISTED IN CBC TABLES 307.1(1) AND 307.1 (2)
CONSTRUCTION GENERAL NOTES
G
GLASS SIDELIGHT
NEW EXTERIOR ALUM. FRAME DUAL
GLAZE LOW E GLASS WINDOWA
13
14
15
16
17
18
NEW 1 HR RATED FULL
HEIGHT WALL W INSULATION
19
20 COAT HOOKS MOUNTED BETWEEN
40" AND 48" ABOVE FINISH FLOOR
21 18" X 54" WALL MOUNTED MIRROR
WITH FRAME MOUNTED AT 20" FROM
THE FLOOR.
22 20"-24" x 48" BENCH MOIUNTED 17"-
19" ABOVE FLOOR
23 ACCESSIBLE LOCKER
NEW FULL HEIGHT NON RATED
DEMISING PARTITION W/ INSULATION
EXTEND INSULATION 3' ON BOTH SIDES
OF CEILING. SEE DETAIL 3 ON
A-7.0
24 COLUMN. SEE STRUCTURALS.
FURR OUT TO 10"X 10" SQUARE
DRYWALL COLUMN . PRIME AND
PAINTED
25 COLUMN. SEE STRUCTURALS.
FURR OUT TO 10"X 10" SQUARE
DRYWALL COLUMN . PRIME AND
PAINTED
NEW EXTERIOR WALL W/SINSULATION.
SEE STRUCTURAL DRAWINGS
-
-
A
B
C
D
A
SCHLUTER
COVE BASEBC
D
3
-
-
-
A
B
C
D
4" COVER B1
RUBBER BASE A
SCHLUTER
COVE BASE
TYP.
BC
D
LOCKERS
A
B
-
-
A
B
C
D
C
D
5"
2'
-
5
"
I
N
.
K
N
E
E
C
L
E
A
R
A
N
C
E
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-2.2
ENLARGED RESTROOM
PLANS & INTERIOR
ELEVATIONS
LEGEND
PATIENT RESTROOM #114
N
SCALE
1/2"=1'-0"2STAFF RESTROOM #109
N
SCALE
1/2"=1'-0"5
RESTROOM CHANGING #102
N
SCALE
1/2"=1'-0"4 SCALE
N.T.S.1SCALE3SECTION AT SINK 1-1/2"=1'-0"
RESTROOM PLUMBING FIXTURE/ACCESSORIES
NAME
LAVATORY SINK KHOLER
UNDERCOUNTED, COLOR: WHITE
OVAL 19" VITREOUS CHINA 1
FAUCET KHOLER TOUCHLESS SINGLE HOLE K-103C36-SANA 2
MIRROR
FLOOR MOUNTED, COLOR: WHITE 3
SOAP DISPENSER
BOBRICK
24" X36" B-169 4
5
SEMI RECESSED PAPER
TOWEL DISPENSER AND
WASTE RECEPTACLE
B-3942 6
SURFACE MOUNTED TOILET
TISSUE TOWEL DISPENSER B-2888 7
GRAB BARS
BOBRICK
36" GRAB BARS. BOBRICK B-6806X36"
8
GRAB BARS
BOBRICK
42" GRAB BARS. BOBRICK B-6806X42"
9
ADA TOILET
ACCESSIBLE SIGNAGE
7
10
1 2
3
5
9
8
11
MANUFACTURER SPECIFICATION
BOBRICK
BOBRICK
BOBRICK
BOBRICK
10
SEAT COVER DISPENSER BOBRICK B-4221
1 2 4 5
3
4
1 2 54
3
6
7
6
89
10
11
11
11
98
6
1011
11
11
POLISHED CHROME
AUTOMATIC B-8263 POLISHED CHROME
KHOLER
FEC
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
+42"GFI
GFIGFI
+42"GFI
GFI
+42"GFI
+42"GFI +42"
J
J
J
+90"
J
+90"
+42"GFI
CP
CP
CP
CP
+42"
CP
CP
W W
W
+48"
+48"+48"CP CP
NC
CP
+42"
+42"
+42"
+42"GFI
+42"GFI
+42"GFIGFI GFI
GFI
PP
PP
+42"
+42"GFI
NC
CP
+42"
+42"
+42"
+42"
NC
CP
+42"
+42"
+42"
+42"
NC
CP
+42"
+42"
+42"
+42"
+42"GFI
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-2.3
POWER &
COMMUNICATION PLAN
N
POWER AND COMMUNICATION PLAN SCALE
1/4"=1'-0"1
POWER AND DATA LEGENDPOWER AND DATA GENERAL NOTES
QUAD POWER OUTLET.
COMBINATION DATA /TELEPHONE OUTLET.
WALL MOUNTED TELEPHONE
AT +48" A.F.F., U.O.N.
DUPLEX POWER OUTLET.
W
(2) USB & DUPLEX POWER OUTLET.
NC NURSE CALL
JUNCTION BOX.
TELEVISION COAXIAL CABLE,
DATA AND POWER OUTLET.
J
TV
THROUGHOUT
DUPLEX CRITICAL POWER OUTLET.
QUADPLEX CRITICAL POWER OUTLET.
CP
CP
EXISTING ITEMSE
POWER AND DATA KEY NOTES
GC TO VERIFY POWER REQUIREMENTS AND EQUIPMENT SPECS WITH TENANT PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
PROVIDE NURSE CALL MASTER. PROVIDE FOR EACH PRE OP/POST OP RECOVERY BAY
GC TO COORDINATE WITH MILLWORK SHOP DRAWINGS FOR EXACT OUTLETS LOCATION.
FEED FOR UNDER CABINET TASK LIGHT FIXTURE.
REFER TO ELECTRICAL DRAWINGS FOR INFORMATION ON DEDICATED, SPECIAL, GFCI OUTLETS AND/OR
SEPARATE CIRCUITS U.N.O.
1
2
3
4
5
6
7
CRITICAL POWER OUTLET FOR ANESTHESIA MACHINE. REFER TO E DRAWINGS
PROVIDE A MINIMUM OF 36 OUTLETS AT EACH OR, 14 OUTLETS AT EACH RECOVERY BAY .
POWER OPERATED WALL MOUNTED CLOCKS
1. TELEPHONE & ELECTRICAL OUTLETS AS NOTED ON PLAN. PROVIDE 1" CONDUIT STUB-UP 6" ABOVE CEILING W/PULL
WIRE FOR ALL NEW COMMUNICATION OUTLETS. TENANT TO PROVIDE TELEPHONE & COMPUTER CABLES TO CODE
REQUIREMENTS. ALL ELECTRICAL PHONE/ DATA OUTLETS SHOWN ON PLAN ARE EXISTING U.O.N. VERIFY ALL NEW
OUTLETS LOCATIONS WITH TENANT IN FIELD. SEPARATE ELECTRICAL CIRCUITRY BASED ON NEW DEMISE.
2. NO CORING TO BE DONE WITHOUT PRIOR NOTIFICATION & COORDINATION WITH THE OFFICE OF THE BUILDING. NO
CORING THRU STRUCTURAL BEAMS. G.C. TO INCLUDE X-RAY OF SLAB FOR ALL CORES. ALL CORING TO BE DONE
AFTER NORMAL BUSINESS HOURS.
3. ALL NEW OUTLETS AND COVER PLATES SHALL BE HOSPITAL GRADE DECORAH WHITE.
4. ALL OUTLETS SHOWN ADJACENT TO EACH OTHER SHALL BE 6" APART O.C., U.O.N.
5. ALL ELECTRICAL OUTLETS / SWITCHES WITHIN 5'-0" OF A WATER SOURCE SHALL BE WITH G.F.I.
6. FURNITURE PROVIDED & INSTALLED BY TENANT, U.O.N.
7. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL POWER/COMMUNICATIONS REQUIREMENTS.
8.
CARD READER ACCESSCR
CR
CR
CR
PUSH PLATE ( FOR AUTOMATIC DOOR )PP
U.N.O THE ELECTRICAL DISTRIBUTION SYSTEM SHALL MEET THE REQUIREMENTS OF NFPA 99 4.4
ESSENTIAL ELECTRICAL SYSTEM REQUIREMENTS - TYPE 1
TV
DATA OUTLET.
TELEPHONE OUTLET.
9. CONTRACTOR TO WALK THE PROJECT WITH DOCTOR TO CONFIRM ELECTRICAL REQUIREMENTS
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
s
s
s
ssss
ssss
s
s
s
s
s
ss
ss
s
ss
ss
ss
ss
ss
ss
ss
ss s
ss
+8'-10"
+9'-6"
+9'-6"+9'-6"
+9'-0"
+9'-0"
+8'-0"
+8'-0"
+8'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+8'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
ss
s
s
s
s
A AA
A A A
A
A
C
C
C C
CC
C C
C C C C
C C C
CC
C
C
C
C
C
C
C
C
CC
C
B
B
B
B B B
B
B
BB
B
B B B
C
D
D
F
F
F
A
A
J
J
J
J
H
H
H
H
GG
G
E
E
E
J
J
J
K
KK
C
L
A
M
8'-10"
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
VAULTED
CEIULING
VAULTED
CEIULING VAULTED
CEIULING
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-2.4
REFLECTED CEILING
PLAN
N
REFLECTED CEILING PLAN SCALE
1/4"=1'-0"1
REFLECTED CEILING LEGENDREFLECTED CEILING GENERAL NOTES
1. SUSPENDED ACOUSTIUCAL CEILING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C
635 AND ASTM C636.
2. HEAVY DUTY T BAR GRID SYSTEM SHALL BE USED THROUGHOUT
3. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION AND PENETRATIONS, A TWO INCH (2")
OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1"
IN THE HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING
MOVEMENT IN ALL HORIZONTAL DIMENSIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF PENETRATIONS.
4. PROVIDE ACCESS PANELS IN CEILING AS REQUIRED WHERE APPLIANCES AND ABOVE CEILING EQUIPMENT IS
LOCATED.
NEW CHICAGO METALLIC 1200 SEISMIC 15
16"
EXPOSED ROCKFON CEILING GRID WITH 2'-0"X
2'-0" SQUARE LAY ROCKFON ARTIC CEILING
TILES. SEE CEILING DETAILS ON SHEET A-7.1
AND DETAILS 1 THROUGH 4 ON A-7.2
NEW GYPSUM BOARD CEILING.
EXISTING EXTERIOR PLASTER
CEILING TO REMAIN.
+#'-#"
THROUGHOUT.
CEILING HEIGHT.
LIGHT SWITCH LEVITON DECORA WHITES
ILLUMINATED DIRECTIONAL EXIT SIGN.
EXHAUST FAN
EXHAUST FAN AT RESTROOM AND MED GAS CLOSET.
CONTRACTOR TO COORDINATE WITH ARCHITECT THE LOCATION OF CEILING MOUNTED ACCESS PANELS
WHEN REQUIRED AT GYPSUM BOARD CEILINGS. PROVIDE 30" X 30" ACCESS PANEL. COLOR WHITE.
LIGHTING AND LIGHTING CONTROLS TO COMPLY WITH CURRENT T-24.
SEPARATE SWITCHING FOR EACH PRE OP/POST OP BAY.
GC TO COORDINATE CONSTRUCTIBILITY OF THE CEILING WITH MECHANICAL AND ELECTRICAL SYSTEMS.
CHICAGO METALLIC 1200 SEISMIC 15"/16" EXPOSED ROCKFON CEILING GRID WITH 2'-0" X 2'-0" SQUARE LAY
ROCKFON ARCTIC CEILING TILES.
CHICAGO METALLIC 200 SNAP-GRID 15"/16" ROCKFON CEILING GRID WITH 2'-0" X 2'-0" WITH SQUARE LAY
ROCKFON MEDICAL PLUS CEILING TILE.
SELF SUPPORTED CURTAIN TRACK AND CURTAIN WITH ANTIMICROBIAL FABRIC.
DIFFUSERS. REFER TO ME DRAWINGS.
LOW LEVEL RETURN DUCTING. REFER TO ME DRAWINGS.
LED TASK LIGHT AT UPPER CABINETS.
EXHAUST FAN AT BREAK ROOM. REFER TO ME PLANS.
DECORATIVE LIGHT FIXTURE. REFER TO ELEVATION
1
2
3
4
5
6
8
9
10
11
12
13
7
FIXTURE SCHEDULE
TYPE DESCRIPTION
A
SYMBOL
B
LED RECESSED LED DOWNLIGHT
C
LED MEDICAL/SURGICAL TROFFER 1'X4'
D LED COVE LIGHTING
E UNDER CABINET LIGHT
2X2 LED FLAT PLANEL LIGHT
SURGICAL LED DOWNLIGHT
J LINEAR RECESSED LED LIGHT
WALL MOUNTED LED DIRECT/INDIRECT LED LIGHT
F CEILING MOUNTED PENDANT LIGHT
G MEDICAL GRADE UNDER CABINET LIGHT
H
K LED LIGHT WALL MOUNTED AND/OR SUSPENDED
L
LED RECESSED LED OUTDOOR DOWNLIGHTM
NEW CHICAGO METALLIC 200 SNAP GRID 1516"
ROCKFON CEILING GRID WITH 2'-0"X 2'-0"
SQUARE LAY ROCKFON MEDICAL PLUS
CEILING TILES. SEE CEILING DETAILS ON
SHEET A-7.1 AND DETAILS 1 THROUGH 4 ON
A-7.2
REFLECTED CEILING KEY NOTES
2
3
11
8
4
5
5
5
5
13
SEE CEILING DETAILS ON SHEET A-7.1 AND
DETAILS 1 THROUGH 4 ON A-7.2
A-7.2
1,2,3,4
typ
SPRNKLER HEAD-PER FIRE DEPT REQUREMENT
FEC
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
UP
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
TYP. THRU-OUT U.O.N.TYP. THRU-OUT U.O.N.
LVT1
ST1
LVT1
ST1
LVT1
SV1
LV
T
1
ST
1
LV
T
1
SV
2
LV
T
1
ST
1
VCT
(E)
LV
T
1
SV
1
LV
T
1
SV
1
LVT1
SV1
ST1
(E)
SV
1
SV
2
SV
1
SV
2
LV
T
1
SV
2
SV1
SV2
SV1
SV2
SV1
SV2
SV1
SV2
1
SV
1
LVT
1
B
1
P
1
LVT
1
B
1
P
2
SV
1
SV
2
SV
1
SV
1
SV
2
SV
1
SV
1
SV
1
ST
1
ST
1
SV
1
ST
2
B
2
B
1
ST
2
B
1
P
1
P
1
P
2
B
2
SV
2
ST
1
WC
1
WP
1
WP
1
WP
1
P
1
B
1
B
3
PL
1
SS
2
SS
3
SS
4
SS
4
SS
5
SS
5
SS
5
SS
6
SS
6
SS
6
SS
1
PL
2
PL
2
PL
2
PL
2
PL
2
PL
2
PL
3
PL
3
PL
4
PL
5
PL
5
PL
5
PL
1
P
1
P
1
P
1
W
4
ST
2
P
3
SS
3
ST
3
ST
3
ST
3
P
4
PL
2
P
1
F
1
WP
3
WP
2
WP
WP
3
WP
3
WP
3
3
WP
1
WP
2
WP
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
FINISH PLAN
A-2.5
FINISH PLAN
FINISH SCHEDULE
NOTES
FINISH SCHEDULE /LEGEND
ITEM:
MANUFACTURER:
COLECTION:
COLOR:
SIZE:
REMARKS:
CONTACT INFO:
LUXURY VIYNL TILE
MOHAWK GROUP
LARGE & LOCAL WOOD CO128
832 TELLICO
9.25" X 59"
TYPICAL U.O.N. STAGGERED LENGTH
ASHLAR INSTALLATION.
KARIN COSTELLO
KARIN_COSTELLO@MOHAWKIND.COM
818.584.4779
ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
SHEET VINYL
TARKETT
IQ EMINENT
WHITE 904
@ ROOMS 105, 106, 107, 111,
112, 113, 115
MICHELE ROTHSTEIN
MICHELE.ROTHSTEIN@TARKETT.COM
310.280.8748
ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
SHEET VINYL
TARKETT
IQ OPTIMA
LILAC 0256
4" WIDTH @ FLOOR PERIMETER & SAME
MMATERIAL 6" SELF-INTEGRATED FLASH
COVE INSTALLED W/ VINYL COVE FILLER
STRIP CFS-00-A @ ROOMS 105, 106, 107.
CLEAR CAULK @ WP-1 TRANSITION
MICHELE ROTHSTEIN
MICHELE.ROTHSTEIN@TARKETT.COM
310.280.8748
ITEM:
MANUFACTURER:
COLLECTION
COLOR:
FINISH:
SIZE:
GROUT COLOR:
REMARKS:
CONTACT INFO:
PORCELAIN TILE (FLOOR)
CROSSVILLE
ACCESS POINT
CONCRETE ASH WBC06
UNPOLISHED
12" X 24"
MAPEI 5011 SAHARA BEIGE @ 316" JOINT
ROOMS 100, 102, 109, 114
SASHA IKOVIC
SIKOVIC@CROSSVILLEINC.COM
718.290.4912
ITEM:
MANUFACTURER:
COLOR:
FINISH:
SIZE:
REMARKS:
CONTACT INFO:
PORCELAIN PANEL (WALL)
PORSSA
VIOLA
POLISHED
126" X 63" X 12"
RECEPTION 101 FLOOR TO CEILING
BUTT-JOINTED INSTALL W/ SCHLUTER
JOLLY WHITE @ EXPOSED EDGE
ANI VARTABETIAN
ANI@QORSTONE.COM
818.901.8206
ITEM:
MANUFACTURER:
COLLECTION
COLOR:
FINISH:
SIZE:
GROUT COLOR:
REMARKS:
CONTACT INFO:
PORCELAIN TILE (WALL)
NASCO
KEYSTONE
TORTORA
TEXTURED
12" X 24" X 3
8"
MAIPEI 5039 IVORY
FLOOR TO CEILING INSTALL @ ROOMS
102, 109, 114
JOSEPH TAWIL
JOSEPH@NASCOSTONETILE.COM
ITEM:
MANUFACTURER:
COLLECTION
COLOR:
FINISH:
SIZE:
GROUT COLOR:
REMARKS:
CONTACT INFO:
PORCELAIN TILE (WALL)
NASCO
LOVE BARS
GREIGE
GLOSSY
5" X 10" X 3
8"
MAPEI 5001 ALABASTER
NURSE STATION 104 DESK FACE
JOSEPH TAWIL
JOSEPH@NASCOSTONETILE.COM
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
MILLWORK WALLBASE REVEAL
TARKETT
FAWN MW-80-F
4.25" X ROLL
TYPICAL @LVT-1
MICHELE ROTHSTEIN
MICHELE.ROTHSTEIN@TARKETT.COM
310.280.8748
ITEM:
MANUFACTURER:
COLLECTION
COLOR:
FINISH:
SIZE:
GROUT COLOR:
REMARKS:
CONTACT INFO:
PORCELAIN COVE BASE
CROSSVILLE
ACCESS POINT
CONCRETE ASH WBC06.10424BNS
UNPOLISHED
4" X 24"
MAPEI 5011 SAHARA BEIGE @ 3
16" JOINT
INSTALLED @ ST-1
SASHA IKOVIC
SIKOVIC@CROSSVILLEINC.COM
718.290.4912
ITEM:
MANUFACTURER:
COLOR:
FINISH:
REMARKS:
CONTACT INFO:
SOLID SURFACE
QORSTONE
CEMENTA Q3115
POLISHED
RECEPTION 101 TRANSACTION TOP
ANI VARTABETIAN
ANI@QORSTONE.COM
818.901.8206
ITEM:
MANUFACTURER:
COLOR:
FINISH:
SIZE:
REMARKS:
CONTACT INFO:
SOLID SURFACE (PORCELAIN)
PORSSA
VIOLA
POLISHED
TBD
RECEPTION 101 COUNTER TOP
ANI VARTABETIAN
ANI@QORSTONE.COM
818.901.8206
ITEM:
MANUFACTURER:
COLOR:
FINISH:
REMARKS:
CONTACT INFO:
SOLID SURFACE
QORSTONE
WINTER WHITE Q1028
POLISHED
NURSE STATION 104 COUNTERTOP
ANI VARTABETIAN
ANI@QORSTONE.COM
818.901.8206
ITEM:
MANUFACTURER:
COLOR:
FINISH:
REMARKS:
CONTACT INFO:
SOLID SURFACE
QORSTONE
HIMALAYA Q5003
POLISHED
MILLWORK COUNTERS & SPLASH @
NURSE STATION 104, BREAKROOM 116
ANI VARTABETIAN
ANI@QORSTONE.COM
818.901.8206
ITEM:
MANUFACTURER:
COLOR:
FINISH:
REMARKS:
CONTACT INFO:
SOLID SURFACE
WILSONART
DESIGNER WHITE D354SL
POLISHED
COUNTERS & SPLASH ROOMS 105, 107,
112
SIMONE LINN
SIMONE.LINN@WILSONART.COM
562.298.2230
ITEM:
MANUFACTURER:
COLOR:
FINISH:
REMARKS:
CONTACT INFO:
SOLID SURFACE
WILSONART
CARRARA EMPORIO 9909SS
POLISHED
COUNTERS & SPLASH @ RR CHANGING
102, STAFF RR 109, PATIENT RR 114
SIMONE LINN
SIMONE.LINN@WILSONART.COM
562.298.2230
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
PLASTIC LAMINATE
POLILAM
ALMOND C0013 LA
MILLWORK @ RECEPTION 101
VICKY ACEVEDO
Z.VICTORIA@POLILAM.COM
956.832.4798
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
PLASTIC LAMINATE
POLILAM
PHOENIX ACE M0025 AS
NURSE STATION 104 & BREAK
ROOM 116 LOWERS. MILLWORK
@ OPERATING ROOM 105,
ENDOSCOPY 107,
DECONTAMINATION 112
VICKY ACEVEDO
Z.VICTORIA@POLILAM.COM
956.832.4798
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
PLASTIC LAMINATE
POLILAM
LAVENDER C0271 AP
UPPERS @ NURSE STATION 104 &
BREAK ROOM 116. MILLWORK
STORAGE @ 104
VICKY ACEVEDO
Z.VICTORIA@POLILAM.COM
956.832.4798
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
PLASTIC LAMINATE
POLILAM
RIVERIA WEAVE F0005 FM
STORAGE @ RR 102, MILLWORK @ 108
VICKY ACEVEDO
Z.VICTORIA@POLILAM.COM
956.832.4798
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
PLASTIC LAMINATE
POLILAM
LASSO ACE M0026
PLUMBING COVER @102, 109,114
VICKY ACEVEDO
Z.VICTORIA@POLILAM.COM
956.832.4798
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
PLASTIC LAMINATE
POLILAM
GRIS ACE M0021
DOORS TYP.
VICKY ACEVEDO
Z.VICTORIA@POLILAM.COM
956.832.4798
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
WOOD TAMBOUR
SURFACING SOLUTIONS
WHITE OAK
RECEPTION 101 DESK FACE
APPLY MASTER'S ARMOR INTERIOR
WATER-BASED CLEAR FINISH FLAT 72001
TAMBOUR@SURFACINGSOLUTION.COM
952.448.6566
ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
WALLCOVERING
MDC
SHIBORI
SATIN GREY BBSB04
WAITING AREA 100A
JENNA WEBSTER
JWEBSTER@MDCWALL.COM
310.254.5924
ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
WALL PROTECTION
CONSTRUCTION SPECIALTIES
ACROVYN WALL GUARD .04"
MISSION WHITE #933
INSTALL ABOVE COVE BASE TO 5' AFF
COLOR MATCH CAULK & TRIMS
@ ROOMS 103, 105, 106, 107, 112
BRILDA GRAY
BRILDA@IMC-CA.COM
310.528.5694
ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
WALL PROTECTION
CONSTRUCTION SPECIALTIES
ACROVYN CORNER GUARD SM-20AN
MISSION WHITE # 933
3" LEG WIDTH X 5' HEIGHT
COLOR MATCH CAULK
BRILDA GRAY
BRILDA@IMC-CA.COM
310.528.5694
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
PAINT
DUNN EDWARDS
DROPLETS DEW381
TYPICAL THROUGHOUT; FLAT @ HARD
LID CEILINGS, SEMI-GLOSS @
RESTROOMS, & BREAK ROOM,
EGGSHELL ALL OTHER WALLS
SKYE LUNA
SKYE.LUNA@DUNNEDWARDS.COM
626.639.5541
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
PAINT
SHERWIN WILLIAMS
SENSITIVE TINT SW 6267
NURSE STATION 104 @ COLUMN,
ROOM 108. EGGSHELL
SHELBY FOLWER
SHELBY.M.FOWL.ER@SHERWIN.COM
657.203.9450
ITEM:
MANUFACTURER:
COLOR:
REMARKS:
CONTACT INFO:
PAINT
DUNN EDWARDS
CRUSHED STONE DE 6067
2 WALLS @ ROOM 110. EGGSHELL
SKYE LUNA
SKYE.LUNA@DUNNEDWARDS.COM
626.639.5541
WALL PROTECTION
CONSTRUCTION SPECIALTIES
ACROVYN CRASH RAIL SCR-48
MISSION WHITE # 933
6" HEIGHT X 20' LENGTH
COLOR MATCH CAULK
BRILDA GRAY
BRILDA@IMC-CA.COM
310.528.5694
N
SCALE
1/4"=1'-0"1
FEC
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
UP
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
T-2
T-2
B-1 B-1
B-1
CH-1
CH-1
CH-1
CH-1
CH-2CH-2
CH-1
CH-4
CH-4
D-1
CH-3
CH-3
T-1
CH-5 CH-5 CH-5 CH-5
CH-5 CH-5 CH-5 CH-5 CH-5
F1
CH-5
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-2.5.1
FURNITURE PLAN
AND FINISH SCHEDULE
& NOTES
ITEM:
MANUFACTURER:
COLECTION:
COLOR:
FINISH
SIZE:
REMARKS:
ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
FINISH:
REMARKS:
ITEM:
MANUFACTURER:
COLLECTION
COLOR:
FINISH:
SIZE:
REMARKS:
ITEM:
MANUFACTURER:
NAME / NO.:
FRAME:
BACK:
SEAT:
REMARKS:
D-1
T-1
T-2
B-1
CH-1
CH-2
CH-3
CH-4
CH-5
DESK
@ ROOM 110
BENCH
QTY 3 @ EXTERIOR
TABLE
@ ROOM 116
TABLE
QTY: 2 @ ROOM 100A
CHAIR
FABRIC F-4
FABRIC F-4
FABRIC F-4
QTY 2 @ ROOM 110
TASK CHAIR
OFS
GENUS
CHALK (FCH)
PLATINUM (EPL)
FABRIC: F-5
QTY 2 @ RM 101, QTY 2 @ RM 104, QTY 1
@ RM 110
ITEM:
MANUFACTURER:
NAME / NO.:
COLOR:
FINISH:
REMARKS:
ITEM:
MANUFACTURER:
NAME / NO.:
FRAME:
BACK:
SEAT:
REMARKS:
ITEM:
MANUFACTURER:
NAME / NO.:
FRAME:
BACK:
SEAT:
REMARKS:
ITEM:
MANUFACTURER:
NAME / NO.:
FRAME:
BACK:
SEAT:
REMARKS:
ITEM:
MANUFACTURER:
NAME / NO.:
FRAME:
BACK:
SEAT:
REMARKS:
CHAIR
-
-
-
-
QTY 2 @ RM 116
CHAIR
-
-
-
-
QTY 2 @ RM 110
CHAIR
-
FABRIC F-3
FABRIC F-3
FABRIC F-2
QTY - @ RM 100A
F-1 ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
FABRIC
PALLAS
STRATUM
VIOLA 29.084.087
PRIVACY CURTAIN @ ROOM 103
MARY DAVIS
MARY.DAVIS@PALLAS
TEXTILES.COM
310.470.6127
F-2 ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
FABRIC (UPHOLSTERY)
PALLAS
PURL
MERINO 27.360.011
SEAT CUSHION @ CH-5 RM 100A
MARY DAVIS
MARY.DAVIS@PALLAS
TEXTILES.COM
310.470.6127
F-3 ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
FABRIC (UPHOLSTERY)
PALLAS
HAVEN
WINTER 27.291.011
SEAT BASE @ CH-5 RM 100A
MARY DAVIS
MARY.DAVIS@PALLAS
TEXTILES.COM
310.470.6127
F-4 ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
FABRIC (UPHOLSTERY)
PALLAS
WANDERER
LAVENDER 27.311.177
@ CH-2, ROOM 103
MARY DAVIS
MARY.DAVIS@PALLAS
TEXTILES.COM
310.470.6127
F-5 ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
FABRIC (UPHOLSTERY)
STINSON
HOPSACK
HOP 23 MYSTIC
INSTALL @ CH-1, RMS 101, 104, 110
MARY DAVIS
MARY.DAVIS@PALLAS
TEXTILES.COM
310.470.6127
F-6 ITEM:
MANUFACTURER:
COLLECTION:
COLOR:
REMARKS:
CONTACT INFO:
FABRIC (UPHOLSTERY)
PALLAS
-
-
INSTALL @ CH-4, RM 110
MARY DAVIS
MARY.DAVIS@PALLAS
TEXTILES.COM
310.470.6127
FURNITURE PLAN KEY NOTES
SEE PLAN FOR LOCATION
FURNITURE PLAN
N
SCALE
1/4"=1'-0"1
FURNITURE SCHEDULE /LEGEND
NOTES:
1) PROVIDE RUBBER TRANSITION STRIP WHERE FLOORING
MATERIAL CHANGES
2) PROVIDE BRUSHED ALUM SCHLUTER COVE BASE
AT FLOOR WALL TILE TRANSITION.
3) PROVIDE CORNER GUARDS AT ALL EXPOSED CORNERS
4) PROVIDE SCHLUTER BRUSHED ALUM TRIM AT TOP OF
5) WAINSCOT TILE WALL.
6) PROVIDE SCHLUTER METAL CORNERS AT TILE CORNERS
FEC
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
UP
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-2.6
EQUIPMENT PLAN
& LIST
N
EQUIPMENT PLAN SCALE
1/4"=1'-0"1
EQUIPMENTS SCHEDULE
ROOM # EQUIP. # EQUIP. TYPE QUANTITY MODEL # MOUNTING
PROVIDED
BY
102
103
103
103
103
103
103
103
103
104
104
ROOM # EQUIP. #EQUIP. TYPE QUANTITY MANUFACTURER MODEL # MOUNTING
PROVIDED
BY
104
104
105
105-107
105-107
105
105
105
105
104
105
105-107
107
107
107
111
112
112
112
106
104-105-107
ROOM # EQUIP. # EQUIP. TYPE QUANTITY MODEL # MOUNTING
PROVIDED
BY
106
112
112
VENDORMANUFACTURER
VENDOR
MANUFACTURER
VENDOR
116
R9
R6
R6
R3
R7
R7
R8
R13
R1 R1 R1 R1
R1
R1
R2
R2
R2
R2
R4
R7
R7
R8
R12
R14
R10
R6
R14
R14
R14
R15
R1
R1
R16
R17
TYP
R18
TYP
R17
TYP
R17
TYP
2
R21
R21
TYP
TYP
R20
R22
R1
R1
R1 R1
R1
R1
R1
R1 R1
2
-
R13
R13
R3
R3
R3
R23R23R3
R3
R3
2% SLOPE 2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE2% SLOPE
2% SLOPE
2% SLOPE
2% SLOPE
R23
6
A-7.2
EXISTING ROOF
EXISTING ROOF EXISTING ROOF
EXISTING ROOF
EXISTING ROOF
EXISTING ROOF
5/12 SLOPE
5/12 SLOPE
5/12 SLOPE5/12 SLOPE
1/1 SLOPE
1/1 SLOPE
5/12 SLOPE
NEW ROOF
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-3.0
ROOF PLAN
R1 DIRECTION OF SLOPE
COMPOSITION ROOF TILE (BY OWENS-CORNING: COLOR MYSTIC GRAY MATCH EXITING WHERE NEW ROOF OCCURS)
EXISTING GALVANIZED METAL ATTIC VENT
EXISTING WEATHER HEAD TO BE REPLACED PER SERVICE UPGRADE
EXISTING CAMERAS SECURITY SYSTEM
(E)MECHANICAL EQUIPMENT TO BE REMOVED. SEE MECHANICAL DRAWINGS
BUILDING LINE BELOW
EXISTING METAL GUTTER AND DOWNSPOUT
NEW METAL GUTTER AND DOWNSPOUT (MATCH EXISTING)
NEW ROOF EXTENSION FOR NEW UTILITY ROOM ADDITION (MATCH EXISTING)
ROOF OVERHANG, MATCH EXISTING
EXISTING HIGH RIDGE
NEW 60 MIL SINGLE PLY ROOF MEMBRANE BY GAF COMMERCIAL ICC-ESR 1463 MIN SLOPE 14" PER FOOT.
MECHANICAL SCREEN /PARAPET WALL WITH EXTERIOR CEMENT PLASTER BOTH SIDES
NEW MECHANICAL SCREEN . STEEL TUBES AND LOUVERS
NEW PARAPET /MECHANICAL SCREEN WALL WITH METAL CAP
NEW EXHAUST FAN. SEE MEP DRAWINGS
NEW PLATFORM WITH CONDENSING UNIT. SEE MEP DRAWINGS
DUCT THROUGH ROOK. SEE MECHANICAL DRAWINGS
R2
N
ROOF PLAN SCALE
1/4"=1'-0"1
ROOF KEY NOTES
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
1. ROOF SHALL BE INSPECTED TO ENSURE THAT THERE ARE NO WATER INTRUSION. ANY REPAIR NECESSARY SHALL
BE DONE PRIOR TO OCCUPANCY.
2. NEW SLOPED ROOF SHALL MATCH EXITING STYLE AND COLOR.
3. GUTTERS AND DOWNSPOUTS TO BE PAINTED TO MATCH EXITING (COLOR DARK BROWN)
4. CONTRACTOR TO SEAL ALL PENETRATION WHERE EXISTING EQUIPMENT, PIPES , CONDUITS ETC., HAVE BEEN
REMOVED
5. NEW EQUIPMENT TO BE MOUNTED ON PRE-MANUFACTURED CURBS AND ON SPRING ISOLATORS.
6. ALL ROOF PATCHING SHALL BE DONE PER MANUFACTURERS RECOMMENDATIONS.
7. MECHANICAL WELL TO BE ENLARGED AS SHOWN . SEE SHEET A-2.0.2.
8. FLAT ROOF AT MECHANICAL EQUIPMENT WELL SHALL BE SINGLE PLY WHITE ROOF
WITH RIGID INSULATION CRICKETS TO SLOPE AS REQUIRED. EXTEND TO FULL HEIGHT OF
PARAPET. PROVIDE ICE AND WATER SHIELD AT COPING OF PARAPET WALL AND PAINTED METAL COPING.
9. WHERE ROOF EQUIPMENT, PLATFORMS, CURBS ETC HAS BEEN REMOVED CONTRACTOR TO PATCH ROOF
10. CONTRACTOR TO PROVIDE PRICING TO REPLACE ENTIRE ROOF SHINGLES AND SUBSTRATE.
11. ALL NEW ROOFING INSTALLATION SHALL BE IN ACCORDANCE TO THE ROOFING MANUFACTURER SPECIFICATIONS
12. THE REQUIRED VENTILATING AREA RATIO IS
1150 OF ATTIC AREA OR 1300 WITH 40%-50% OF OPENINGS NOT MORE THAT
3 FEET BELOW RIDGE WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
OPENINGS TO HAVE 14 INCH CORROSION RESISTANT METAL MESH COVERING.
ROOF GENERAL NOTES
R15
R16
COPING CAP @ EXTERIOR PARAPET WALL SCALE
3"=1'-0"2
R17
R18
R19
STEEL ACCESS ROOF LADDER WITH PROTECTIVE CAGE AND SECURITY PLATE WITH PADLOCK
ROOF CRICKET (FORM WITH RIGID INSULATION)
SHEET METAL ROOF DRAIN AND OVERFLOW SCUPPER. OVERFLOW TO BE PLACED 2" HIGHER ABOVE INLET
FLOW LINE. PRIMED AND PAINTED
PROVIDE 24" X 12" GALVANIZED STEEL HALF ROUND DORMER VENT (PRIME AND PAINT)
R21
R22
R20
EVALUATION REPORT PRI ER 1378E01
R23
EXISTING
ROOF
ROOF/ATTIC VENTILATION
EXSITNG ROOF ATTIC AREA: 2,700 SQ.FT= VENTILATION REQUIRED 1/300 = 9 SQ. FT
EXISTING ROOF VENT AREA = 11 SQ. FT.
NEW ROOF VENT SEE DETAIL 6 ON A-7.2 FOR ROOF RAFTER VENTILATION
AREAS UNDER NEW ROOF HAS NO ATTIC SPACE. THE ROOMS HAVE VAULTED
CEILINGS.
(N) UTILITY RM. FINISH FLOOR
(N) UTILITY RM. TOP OF PLATE
(N) UTILITY RM. FIN. FLOOR
(N) UTILITY RM.
(N) EXTERIOR WALL
MATCH EXISTING
(E) FINISH FLOOR
(E) TOP OF PLATE
(E) TOP OF ROOF
23'-0"(N)UTILITY ROOM
ADDITION EXISTING
3
2
1
7
3
4
TYP.
1
9
TYP.
EXISTING
1
3
10
12
12
12
12
EXISTING
3
1
7
3
1
12
12
12
12
(E)TOP OF HIGHEST ROOF
(E) TOP OF HIGHEST ROOF
1
TYP.
TYP.TYP.
TYP.TYP.
TYP.
85
TYP.
13
20
12
10'-6"
(N)UTILITY ROOM
ADDITION
NEW PARAPET FOR MECH
EXISTING
18
TYP.
TYP.
13
EQUIP. ENCLOSURE
19
TYP.
15
TYP.
17
161
20
15
TYP.
15
TYP.
TOP OF PLATE.V.I.F
6
TYP.
20
22
23
23
23
23
23
TYP.
23
23
23
TYP.
1
1
12
5
12
5
1
1
24
12
TYP.
OVERFLOW
(3"x4")
SCUPPER
DRAIN
(3"X4")
SHEET METAL
DOWNSPOUT
(PRIMED &
PAINTED
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R
N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-4.0
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS SCALE
1/4"=1'-0"1
NORTH ELEVATION SOUTH ELEVATION
EAST ELEVATION
A B
C
1 EXISTING SMOOTH EXTERIOR CEMENT PLASTER COLOR: (DUNN EDWARDS, COLOR CRISP MUSLIN DE6212)
NEW SMOOTH EXTERIOR CEMENT PLASTER COLOR: (DUNN EDWARDS, COLOR FALLEN ROCK DE6389)
COMPOSITION ROOF TILE. COLOR MYSTIC GRAY BY OWENS-CORNING
EXISTING ALUMINUM FRAME WINDOWS COLOR: (DARK BRONZE)
EXISTING WROUGHT IRON RAILING TO REMAIN
NEW HOLLOW METAL DOOR W LOUVER M PRIMED AND PAINTED TO MATCH STUCCO COLOR:DE6389
FALLEN ROCK
EXISTING CONCRETE STAIRS AND RAILING TO REMAIN
NEW ALUM STORE FRONT DOOR WITH SIDE LIGHT (COLOR: DARK BRONZE)
EXISTING DECORATIVE WOOD SLAT PANEL. COLOR: (DUNN EDWARDS, COLOR BLACK RUSSIAN DE6391)
ELECTRICAL SERVICE PANEL TO BE UPGRADED. SEE ELECTRICAL DRAWINGS
MEW MECHANICAL SCREEN LOUVERS AND STEEL POSTS (DUNN EDWARDS COLOR, FALLEN ROCK DE6389)
TRIM / EAVES: (DUNN EDWARDS, COLOR BLACK RUSSIAN DE6391)
RELOCATED FLOOD LAMP
NEW ROOF MOUNTED MECHANICAL EQUIPMENT, SEE MECHANICAL
NEW EXTERIOR 42" HIGH PARAPET /MECHANICAL SCREEN WALL. EXTERIOR CEMENT PLASTER ON THE
INSIDE &OUTSIDE AS WELL. PRIME AND PAINT
GALVANIZED IRON DOWNSPOUT WITH 4" X 3" SCUPPER DRAIN AND OVER FLOW PRIMED AND PAINTED
EXTEND WALL UP. EXTERIOR CEMENT PLASTER TO MATCH EXISTING
3'-6" HIGH MECHANICAL SCREEN/RAILING . STEEL TUBE POSTS AND METAL LOUVERS. PRIMED AND PAINTED
MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS
RAISED MECH EQUIP. PLATFORM. SEE STRUCTURAL DRAWINGS
NEW ATTIC SPACE CREATED FOR MECHANICAL DUCTING. SEE STRUCTURAL AND MECHANICAL DRAWINGS
NEW STEEL ROOF ACCESS LADDER WITH CAGE AND SECURITY PLATE WITH LOCK AND LOCKABLE GATE AT
TOP
EXISTING ATTIC VENTILATION
CONCRETE SPLASH BLOCK
12"X24" METAL VENT (PAINT TO MATCH DOOR)
2
3
4
5
6
7
8
9
10
11
12
WEST ELEVATIOND
KEY NOTES
13
14
15
16
17
18
19
20
21
22
23
A
SEE DETAIL A ABOVE
SCUPPER DRAIN AND OVERFLOW
24
25
VACUUM
PRE OP/
POST OP
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-4.1
SECTIONS
SCALE
1/2"=1'-0"1
NOT USED
SECTION A (PARTIAL)
NOT USED
NOT USED
6
A-7.2
1.GROMMET HOLES. PROVIDE 3" DIAMETER WIRE/CORD MANAGEMENT HOLES AND PLASTIC GROMMETS WITH
COVERS TO BE DETERMINED BY OWNER. SHOP DRAWINGS SHOW/ INDICATE THE LOCATION, SIZE AND COLOR
ON NEW GROMMETS. WHERE GROMMETS PENETRATE A BASE CABINET WITH ADJUSTABLE SHELVING, THE
MILLWORKER SHALL PROVIDE A 3" PLASTIC LINED OPENING IN EACH SHELF. THE MILLWORKER WILL NEED TO
VERIFY THE QUANTITY OF GROMMETS REQUIRED WITH THE DESIGNER DURING BIDDING. DESIGNER SHALL
APPROVE GROMMET LOCATION ON THE MILLWORK SHOP DRAWINGS.
2. CABINET HARDWARE:
a) INSTALL FINISH HARDWARE COMPLYING WITH ANSI A156.9 "STANDARD FOR CABINET HARDWARE".
CABINET HARDWARE IS NOTED BY TYPE AND FINISH ONLY. SUBMIT LIST OF ALL ITEMS FOR APPROVAL
PRIOR TO CONSTRUCTION.
b)PROPOSE HARDWARE TO DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING
c) BUILD WITH FERGUSON TOP KNOBS 5-1/16" BAR PULL. MODEL #M1158 IN BRUSHED SATIN
NICKEL FINISH, VERTICAL AT DOORS AND HORIZONTAL AT DRAWERS U.O.N. REFER TO
ELEVATION FOR QUANTITY.
d) TYPICAL HINGES: CONCEALED CASEWORK HINGES, BUILDING STANDARD FINISH, FULL OVERLAY
APPLICATION AND 110 DEGREES OPENING.
e) SHELVES STANDARDS: FULLY RECESSED METAL STANDARDS, KNAPE AND VOGT OR EQUAL K233
STANDARD WITH K256 SHELF SUPPORT OR EQUAL.
f) DRAWER GLIDES: ACCURIDE FULL EXTENSION.
g) SILENCERS: PROVIDE SILENCERS AT ALL CABINET DOORS AND DRAWERS.
4. ANCHORING AND BACKING. SECURE AND ANCHOR CASEWORK PER INDUSTRY STANDARDS. BACKING
PROVIDED AND INSTALLED BY GENERAL CONTRACTOR.
5. OPEN CABINETS. WHERE OPEN CABINETS ARE SHOWN, THE ENTIRE CABINET IS CONSIDERED TO BE EXPOSED.
SPECIFIED PLASTIC LAMINATE FINISH IS TO BE USED THROUGHOUT.
6. CLOSED CABINETS INTERIOR FINISH IS TO BE WHITE MELAMINE INTERIOR SURFACES FOR CABINETS AND
SHELVES, U.O.N.. OPEN SHELVES SHALL MATCH THE SAME OUTSIDE FINISH/COLOR.
7. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-2.5 FINISH SCHEDULE.
8. WHEN COUNTERTOPS OR WRITING SURFACES ARE TO BE MADE OF MORE THAN ONE PIECE, CONTRACTOR
SHALL VERIFY SEAM LOCATION WITH M+G ARCHITECT
2'-
1
0
"
9'
-
6
"
V
.
I
.
F
.
6"
8 EQ. DOORS
3'-6"
2 EQ DOORS3'-6"
OPEN
BELOW
9'
-
6
"
V
.
I
.
F
2'-0"
4"
2'-
1
0
"
2'
-
2
"
6"
3'-
0
"
3'-
1
0
"
CP
NURSE CALL CALL
RN AIDE
EMERG
6'-
0
"
8"8"8"
EQ.EQ.EQ.
48
"
TV
EQ.EQ.
1'-
6
"
9'
-
6
"
V
.
I
.
F
6"
4'-
0
"
9'
-
6
"
V
.
I
.
F
4"
2'-
1
0
"
2'
-
2
"
6"
3'-
0
"
3'-
1
0
"
CP
3'-0"EQ.EQ.3'-0"
1'
-
6
"
6'-
0
"
EQ.EQ.
A
2'
-
2
"
3'-0"COMPLIANT
W/ CHAPTER 11B
CBC 2016
B C D
3'-
0
"
23
TYP
13
TYP
4
TYP
20
24
2
TYP
5
12
2'-0"
4'-
0
"
CP
4'-8"EQ.EQ.4'-8"
1'-
6
"
6"
CP
3'-0"EQ.EQ.3'-0"
1'-
6
"
EQ.EQ.
2'-0"
CP
NURSE CALLCALL
RN AIDE
EMERG
6'-
0
"
EQ.
48
"
TV
EQ.EQ.
1'
-
6
"
10"
EQ.EQ.
D
5'-
0
"
1'
-
6
"
3'-
0
"
C
BA
8'
-
0
"
40
"
E
PL BASE CABINETS WITH ADJUSTABLE SHELVES. LOCK WHERE SHOWN
UPPER CABINETS WITH ADJUSTABLE SHELVES. LOCKS WHERE SHOWN
PL CABINETS WITH TEMPERED GLASS DOORS
PL CLOSURE PANEL
PLASTIC LAMINATED DRAWERS. LOCKS WHERE SHOWN
TEMPERED GLASS INSET IN CABINETS WHERE SHOWN
UNDER CABINET TASK LIGHTING.
PROVIDE MILLWORK LOCKS AND SAFETY LATCHES WHERE SHOWN
ELECTRICAL AND/OR COMMUNICATION OUTLETS.
5" METAL CABINET PULL
SOLID SURFACE COUNTERTOP AND TRANSACTION COUNTER W/ SQUARE EDGE
4" SOLID SURFACE BACK SPLASH
ACROVYN WAINSCOT 4' HIGH ABOVE BASE
TILE INSERT. SEE FINISH PLANS
OPEN BELOW (DESK AREA)
DRYWALL SOFFIT ABOVE ( SEE RCP)
RUBBER BASE WITH COVE
INTEGRAL COVE BASE TO 6" HIGH
PENDANT LIGHT FIXTURE
OPEN DESK AREA
WALL MOUNTED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS
SCRUB SINK. PROVIDE ACROVYN WAINSCOT 5' ABOVE BASE ON ALL THREE SIDES
5" INTEGRAL COVE BASE
OPEN SHELF
PENCIL DRAWER
ACCESSIBLE BASE CABINET W/ INTEGRAL DOOR KICK
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
3
4
13
1313
13
11
22
22
TYP
TYP
TYP
4
23
23
TYP
23
TYP
24
25
26
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-5.0
INTERIOR
ELEVATIONS
MILLWORK NOTES SCALE
N.T.S.1SCALE43/8"=1'-0"
KEY NOTES SCALE
N.T.S.2
SCALE 33/8"=1'-0"ENDOSCOPY PROCEDURE #107
OPERATING ROOM #105 HALLWAY #106SCALE53/8"=1'-0"
1.GROMMET HOLES. PROVIDE 3" DIAMETER WIRE/CORD MANAGEMENT HOLES AND PLASTIC GROMMETS WITH
COVERS TO BE DETERMINED BY OWNER. SHOP DRAWINGS SHOW/ INDICATE THE LOCATION, SIZE AND COLOR
ON NEW GROMMETS. WHERE GROMMETS PENETRATE A BASE CABINET WITH ADJUSTABLE SHELVING, THE
MILLWORKER SHALL PROVIDE A 3" PLASTIC LINED OPENING IN EACH SHELF. THE MILLWORKER WILL NEED TO
VERIFY THE QUANTITY OF GROMMETS REQUIRED WITH THE DESIGNER DURING BIDDING. DESIGNER SHALL
APPROVE GROMMET LOCATION ON THE MILLWORK SHOP DRAWINGS.
2. CABINET HARDWARE:
a) INSTALL FINISH HARDWARE COMPLYING WITH ANSI A156.9 "STANDARD FOR CABINET HARDWARE".
CABINET HARDWARE IS NOTED BY TYPE AND FINISH ONLY. SUBMIT LIST OF ALL ITEMS FOR APPROVAL
PRIOR TO CONSTRUCTION.
b)PROPOSE HARDWARE TO DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING
c) BUILD WITH FERGUSON TOP KNOBS 5-1/16" BAR PULL. MODEL #M1158 IN BRUSHED SATIN
NICKEL FINISH, VERTICAL AT DOORS AND HORIZONTAL AT DRAWERS U.O.N. REFER TO
ELEVATION FOR QUANTITY.
d) TYPICAL HINGES: CONCEALED CASEWORK HINGES, BUILDING STANDARD FINISH, FULL OVERLAY
APPLICATION AND 110 DEGREES OPENING.
e) SHELVES STANDARDS: FULLY RECESSED METAL STANDARDS, KNAPE AND VOGT OR EQUAL K233
STANDARD WITH K256 SHELF SUPPORT OR EQUAL.
f) DRAWER GLIDES: ACCURIDE FULL EXTENSION.
g) SILENCERS: PROVIDE SILENCERS AT ALL CABINET DOORS AND DRAWERS.
4. ANCHORING AND BACKING. SECURE AND ANCHOR CASEWORK PER INDUSTRY STANDARDS. BACKING
PROVIDED AND INSTALLED BY GENERAL CONTRACTOR.
5. OPEN CABINETS. WHERE OPEN CABINETS ARE SHOWN, THE ENTIRE CABINET IS CONSIDERED TO BE EXPOSED.
SPECIFIED PLASTIC LAMINATE FINISH IS TO BE USED THROUGHOUT.
6. CLOSED CABINETS INTERIOR FINISH IS TO BE WHITE MELAMINE INTERIOR SURFACES FOR CABINETS AND
SHELVES, U.O.N.. OPEN SHELVES SHALL MATCH THE SAME OUTSIDE FINISH/COLOR.
7. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-2.5 FINISH SCHEDULE.
8. WHEN COUNTERTOPS OR WRITING SURFACES ARE TO BE MADE OF MORE THAN ONE PIECE, CONTRACTOR
SHALL VERIFY SEAM LOCATION WITH M+G ARCHITECT
9'-
0
"
V
.
I
.
F
.
10'-0"
OPEN
3'-
6
"
4"
4"
2'
-
2
"
3'-
0
"
2'-2"
3'-0"COMPLIANT
W/ CHAPTER 11B
CBC
1'-4"2'-6"
V.I.F
2'-2"
V.I.F
4'-1" V.I.F
2'-
1
0
"
9'-
0
"
V
.
I
.
F
.
4"
3'-6"
2'-
4
"
10"
2'-0"
4'-7"
OPEN
2'-
6
"
10'-0"
1'-4"
DRAWERS
1'-4"
DRAWERS
A
5 EQ DOORS4 EQ DOORS
B D
2'-
6
"
1'-
0
"
7'-
6
"
3 EQ DOORS.
OPEN OPEN
C E F
2
1
1
4'
-
0
"
T
O
O
U
T
L
E
T
S
.
35"-6" V.I.F.
EQ.EQ.EQ.EQ.
1'-0"
4"
CP
NURSE CALL
CALL
RN AIDE
EMERG
CP
NURSE CALL
CALL
RN AIDE
EMERG
CP
NURSE CALL
CALL
RN AIDE
EMERG
PRE-OP POST-OP
NURSE CALL
CALL
RN AIDE
EMERG
CP
CP
5'-
0
"
2 3 4
9'-
0
"
V
.
I
.
F
4'
-
0
"
4"
A
13
2'-
6
"
3'
-
6
"
8"
8'-
1
0
"
V
.
I
.
F
.
9'
-
6
"
V
.
I
.
F
.
4"3'-10"4'-6"
A B C
8'-
1
0
"
V
.
I
.
F
.
8'-
1
0
"
V
.
I
.
F
.
10"
1'-6"1'-6"
D
6'
-
6
"
17
PL BASE CABINETS WITH ADJUSTABLE SHELVES. LOCK WHERE SHOWN
UPPER CABINETS WITH ADJUSTABLE SHELVES. LOCKS WHERE SHOWN
PL CABINETS WITH TEMPERED GLASS DOORS
PL CLOSURE PANEL
PLASTIC LAMINATED DRAWERS. LOCKS WHERE SHOWN
TEMPERED GLASS INSET IN CABINETS WHERE SHOWN
UNDER CABINET TASK LIGHTING.
SPECIAL FINISHES. SEE FINISH PLAN
ELECTRICAL AND/OR COMMUNICATION OUTLETS.
5" METAL CABINET PULL
SOLID SURFACE COUNTERTOP AND TRANSACTION COUNTER W/ SQUARE EDGE
4" SOLID SURFACE BACK SPLASH
ACROVYN WAINSCOT 4' HIGH ABOVE BASE
TILE INSERT. SEE FINISH PLANS
OPEN BELOW (DESK AREA)
DRYWALL SOFFIT ABOVE ( SEE RCP)
RUBBER BASE WITH COVE
INTEGRAL COVE BASE TO 6" HIGH
PENDANT LIGHT FIXTURE
OPEN DESK AREA
WALL MOUNTED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS
SCRUB SINK. PROVIDE ACROVYN WAINSCOT 5' ABOVE BASE ON ALL THREE SIDES
5" INTEGRAL COVE BASE
OPEN SHELF
PENCIL DRAWER
ACCESSIBLE BASE CABINET WITH INTEGRAL DOOR KICK
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
11
2
5
1125
11
8
8
26
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-5.1
INTERIOR
ELEVATIONS
MILLWORK NOTES SCALE
N.T.S.1SCALE43/8"=1'-0"
KEY NOTES SCALE
N.T.S.2
SCALE 33/8"=1'-0"NURSE STATION #104
PRE / POST ON HOLDING #103
SCALE 53/8"=1'-0"RECEPTION #101
SCALE 6NO SCALENOT USED
1.GROMMET HOLES. PROVIDE 3" DIAMETER WIRE/CORD MANAGEMENT HOLES AND PLASTIC GROMMETS WITH
COVERS TO BE DETERMINED BY OWNER. SHOP DRAWINGS SHOW/ INDICATE THE LOCATION, SIZE AND COLOR
ON NEW GROMMETS. WHERE GROMMETS PENETRATE A BASE CABINET WITH ADJUSTABLE SHELVING, THE
MILLWORKER SHALL PROVIDE A 3" PLASTIC LINED OPENING IN EACH SHELF. THE MILLWORKER WILL NEED TO
VERIFY THE QUANTITY OF GROMMETS REQUIRED WITH THE DESIGNER DURING BIDDING. DESIGNER SHALL
APPROVE GROMMET LOCATION ON THE MILLWORK SHOP DRAWINGS.
2. CABINET HARDWARE:
a) INSTALL FINISH HARDWARE COMPLYING WITH ANSI A156.9 "STANDARD FOR CABINET HARDWARE".
CABINET HARDWARE IS NOTED BY TYPE AND FINISH ONLY. SUBMIT LIST OF ALL ITEMS FOR APPROVAL
PRIOR TO CONSTRUCTION.
b) PROPOSE HARDWARE TO DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING
c) BUILD WITH FERGUSON TOP KNOBS 5-1/16" BAR PULL. MODEL #M1158 IN BRUSHED SATIN
NICKEL FINISH, VERTICAL AT DOORS AND HORIZONTAL AT DRAWERS U.O.N. REFER TO
ELEVATION FOR QUANTITY.
d) TYPICAL HINGES: CONCEALED CASEWORK HINGES, BUILDING STANDARD FINISH, FULL OVERLAY
APPLICATION AND 110 DEGREES OPENING.
e) SHELVES STANDARDS: FULLY RECESSED METAL STANDARDS, KNAPE AND VOGT OR EQUAL K233
STANDARD WITH K256 SHELF SUPPORT OR EQUAL.
f) DRAWER GLIDES: ACCURIDE FULL EXTENSION.
g) SILENCERS: PROVIDE SILENCERS AT ALL CABINET DOORS AND DRAWERS.
4. ANCHORING AND BACKING. SECURE AND ANCHOR CASEWORK PER INDUSTRY STANDARDS. BACKING
PROVIDED AND INSTALLED BY GENERAL CONTRACTOR.
5. OPEN CABINETS. WHERE OPEN CABINETS ARE SHOWN, THE ENTIRE CABINET IS CONSIDERED TO BE EXPOSED.
SPECIFIED PLASTIC LAMINATE FINISH IS TO BE USED THROUGHOUT.
6. CLOSED CABINETS INTERIOR FINISH IS TO BE WHITE MELAMINE INTERIOR SURFACES FOR CABINETS AND
SHELVES, U.O.N.. OPEN SHELVES SHALL MATCH THE SAME OUTSIDE FINISH/COLOR.
7. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-2.5 FINISH SCHEDULE.
8. WHEN COUNTERTOPS OR WRITING SURFACES ARE TO BE MADE OF MORE THAN ONE PIECE, CONTRACTOR
SHALL VERIFY SEAM LOCATION WITH M+G ARCHITECT
3'-0"COMPLIANT
W/ CHAPTER 11B
CBC
6 EQ DOORS
9'-
0
"
2'-
1
0
"
2'-
0
"
A B C
4
2
1
1
TYP
TYP
2
TYP
10
A-7.3
26
A B C
9'-
0
"
2'
-
1
0
"
3'
-
0
"
PL BASE CABINETS WITH ADJUSTABLE SHELVES. LOCK WHERE SHOWN
UPPER CABINETS WITH ADJUSTABLE SHELVES. LOCKS WHERE SHOWN
PL CABINETS WITH TEMPERED GLASS DOORS
PL CLOSURE PANEL
PLASTIC LAMINATED DRAWERS. LOCKS WHERE SHOWN
TEMPERED GLASS INSET IN CABINETS WHERE SHOWN
UNDER CABINET TASK LIGHTING.
PROVIDE MILLWORK LOCKS AND SAFETY LATCHES WHERE SHOWN
ELECTRICAL AND/OR COMMUNICATION OUTLETS.
5" METAL CABINET PULL
SOLID SURFACE COUNTERTOP AND TRANSACTION COUNTER W/ SQUARE EDGE
4" SOLID SURFACE BACK SPLASH
ACROVYN WAINSCOT 4' HIGH ABOVE BASE
TILE INSERT. SEE FINISH PLANS
OPEN BELOW (DESK AREA)
DRYWALL SOFFIT ABOVE ( SEE RCP)
RUBBER BASE WITH SCHLUTER METAL COVE
INTEGRAL COVE BASE TO 6" HIGH
PENDANT LIGHT FIXTURE
OPEN DESK AREA
WALL MOUNTED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS
SCRUB SINK. PROVIDE ACROVYN WAINSCOT 5' ABOVE BASE ON ALL THREE SIDES
5" INTEGRAL COVE BASE
OPEN SHELF
PENCIL DRAWER
ACCESSIBLE BASE CABINET W/ INTEGRAL DOOR KICK
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
23
TYP
12
16
TYP
2
5 1
7
26
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R N
I
A
C27923
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RENEWAL
L
A
T
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S
T
O F C A L F
I
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C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
A-5.2
INTERIOR
ELEVATIONS
MILLWORK NOTES SCALE
N.T.S.1SCALE4NO SCALE
KEY NOTES SCALE
N.T.S.2
SCALE 33/8"=1'-0"BREAK ROOM #116
NOT USED
SCALE 53/8"=1'-0"DECONTAMINATION ROOM #112
SCALE 7NO SCALENOT USED
SCALE 63/8"=1'-0"
4'-0"
8'
-
0
"
DOOR TYPE D
3'-0"
8'
-
0
"
DOOR TYPE E
TEMPERED
GLASS.
TYP
3'
-
8
"
8'
-
0
"
DOOR TYPE C
120 VAC
(By E.C.)
18"4'-0"
LEAF
3'-0"
8'
-
0
"
7'-
0
"
DOOR TYPE B
24"
8'-
0
"
V
.
I
.
F
DOOR TYPE A
3'-6"18"
8'-
0
"
DOOR TYPE F
3'-0"
WINDOW TYPE 1
7'-
0
"
KI
C
K
P
L
A
T
E
3'-0"
7'-
0
"
8'
-
0
"
DOOR TYPE B1
10
"
TEMPERED
GLASS.
TYP
TEMPERED
GLASS.
TYP
10
"
2"5/8"
2"
*
2"
*
1 1/4"
4"
SEE SCHEDULE
2"
2"
1/
2
"
2" *
1
1
/
4
"
4"
A-6.0
DOOR AND WINDOWS
SCHEDULE
& NOTES
SCALE
1/2" = 1'-0"1
DOOR
TYPE
DOOR
No WIDTH HEIGHT THICKNESS FINISH/REMARKSHARDWARE
GROUPFRAMEGLAZING
DOOR JAMB @ EXTERIOR WALL SCALE
NTS 4 DOOR TYPES / WINDOW TYPES
HW SET GROUP 1 HW SET GROUP 2
HW SET GROUP 4HW SET GROUP 3
HW SET GROUP 6HW SET GROUP 5
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A
I
O
I
T
RCEDA
C E N S H
T
O R NI
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
TYPICAL DOOR INFORMATION:
LOCATION/MATERIAL
DOOR SCHEDULE , NOTES &HARDWARE GROUP SCALE
NO SCALE 3
WINDOW SCHEDULE & NOTES SCALE
NO SCALE 2
WINDOW
TYPE
WINDOW
NUMBER WIDTH HEIGHT THICKNESS HARDWARE
GROUPFRAMEGLAZINGMATERIAL LOCATION/FINISH/REMARKS
A
HW SET GROUP 7 HW SET GROUP 8
HW SET GROUP 9
SCALE
NTS 5INTERIOR JAMB DETAIL
SCALE
NTS 4HOLLOW METAL WINDOW FRAME
@ EXTERIOR WALL
SCALE
NTS 6INTERIOR DOOR FRAME @ HEAD
A-7.0
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R
N I
A
C27923
I
RENEWAL
L
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S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
DETAILS
SCALE
NTS 1SCALE
3"=1'-0"3 WALL BACKING AT MILLWORK / EQUIPMENT
SCALE
3"=1'-0"2WALL BASE AT CONCRETE CURBSCALE
3"=1'-0"4
FULL HEIGHT INTERIOR DEMISING PARTITION
FLOORING TRANSITION
SCALE
3"=1'-0"5PARTIAL HEIGHT INTERIOR PARTITION
SCALE
3"=1'-0"6
SCALE
3"=1'-0"7
SCALE
6"=1'-0"8CARPET TO CONCRETE AT DOOR FLOORING TRANSITION
1 HR. FIRE RATED PARTITION
2"
12
'
-
0
"
O
.
C
.
6'-0"
MAX.
12'-0" O.C.
6'
-
0
"
MA
X
.
8" MAX.
4
5
°
SE
E
NO
T
E
3
SEE NOTE 3
CEILING SYSTEM COMPONENTS:
•
•
SUSPENSION SYSTEM INSTALLATION:
LATERAL FORCE BRACING ASSEMBLY INSTALLATION:
•
•
ATTACHMENT OF HANGER AND BRACING WIRES:
EXPANSION JOINTS, SEISMIC SEPARATION JOINTS:
CEILING FIXTURES, TERMINALS, AND DEVICES:
LIGHT FIXTURES:
SERVICES WITHIN THE CEILING:
OTHER DEVICES WITHIN THE CEILING:
PENDANT MOUNTED LIGHT FIXTURES:
FIRE RATED CEILINGS:
ACOUSTICAL CEILING TILE PANEL INSTALLATION
¾
OTHER PANEL TYPES:
¾
EXITWAYS:
FREE FLOATING CEILINGS:
CEILING SYSTEM ALTERATION:
•
•
RE-USE OF EXISTING CEILING HANGER WIRES AND BRACING WIRES:
ACCEPTANCE OF EVALUATION REPORTS:
RE-USE OF EXISTING CEILING HANGER WIRES AND BRACING WIRES:
MATERIALS:
FASTENERS AND WELDING:
TESTING:
45
°
2"
45
°
MA
X
.
(T
Y
P
.
)
A-7.1
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R
N I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
DETAILS
SCALE
3"=1'-0"2SCALE
NTS 3 SCALE
NTS 1CEILING NOTESTYPICAL SUSPENDED CEILING SUPPORT
SCALE
NTS 4
SCALE
NTS 5
COMPRESSION STRUT NOTES
SUSPENDED ACOUSTICAL TILE CEILING
T-BAR CEILING
····
FLOOR DECKA
ROOF DECKB
FLOOR DECKA
ROOF DECKB
A-7.2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R
N I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
DETAILS
SCALE
3"=1'-0"1
SCALE
3"=1'-0"3
SCALE
1/8"=1'-0"4SUSPENDED GYPSUM BOARD CEILING SPLAY WIRE ATTACHMENT
SCALE
3"=1'-0"2COMPRESSION STRUT ATTACHMENT
COMPRESSION STRUT ATTACHMENT @ DECK
ROOF ACCESS LADDER
RAFTER VENT DETAIL
SCALE
NO SCALE 5
6
F
I
R
E
E
X
T
I
G
U
I
S
H
E
R
PLAN
SECTIONB
A
ELEVATIONC
B
-
C
-
C
-
4" MAX
N
4" MAX.
A-7.3
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15
2
0
6
V
E
N
T
U
R
A
B
L
V
D
.
S
U
I
T
E
2
0
1
,
S
H
E
R
M
A
N
O
A
K
S
,
C
A
9
0
4
0
3
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
01-22-2024
MG-23021
GP
MM
DATE DESCRIPTION
02 - 28 - 25
MI G U E M
A I
O
I
T
RCEDA
C E N S H
T
O R
N I
A
C27923
I
RENEWAL
L
A
T
E
S
T
O F C A L F
I
E
C
L J.
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
3-12-2024 BACK CHECK 2 SUBMITTAL
DETAILS
SCALE
1"=1'-0"1
SCALE
3"=1'-0"4
SCALE
1/8"=1'-0"2
SCALE
3"=1'-0"3
SEMI RECESSED FIRE EXTINGUISHER CABINET
SCALE
1"=1'-0"7
SCALE
1"=1'-0"6
SCALE
1"=1'-0"10
SCALE
1"=1'-0"9
SCALE
1"=1'-0"8 SCALE
3"=1'-0"5
ACCESSIBLE CABINET W/ SINK
BASE CABINET WITH DRAWERS
UPPER CABINET W/ DOORS & LIGHT
SECTION LOWER CABINET AT ISLAND
BASE CABINET WITH DOORS & DRAWERS
TOILET PARTITION ATTACHMENT @ WALL NOT USED
SOLID SURFACE EDGE AT CASEWORK
GRAB BAR ATTACHMENT
GENERAL NOTES
CONCRETE
13. CONTRACTOR TO VERIFY ALL DIMENSIONS, SPANS, AND CONDITIONS WITH ARCHITECTURAL
DRAWINGS. IF ANY OMISSIONS, MISTAKES, OR DISCREPANCIES ARE FOUND TO EXIST WITHIN THE
CONSTRUCTION DRAWINGS, THE ENGINEER SHALL BE PROMPTLY NOTIFIED SO THAT HE MAY HAVE
THE OPPORTUNITY TO TAKE WHATEVER STEPS NECESSARY TO RESOLVE THEM. FAILURE TO
PROMPTLY NOTIFY THE ENGINEER OF SUCH CONDITIONS SHALL ABSOLVE THE ENGINEER FROM ANY
RESPONSIBILITY FOR THE CONSEQUENCES OF SUCH A FAILURE.
14. IF DISCREPANCIES ARE FOUND, THE MORE STRINGENT SPECIFICATION SHALL BE FOLLOWED.
CONTRACTOR RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL MEMBERS, WALLS, AND
NON-STRUCTURAL ITEMS DURING CONSTRUCTION
15. THE ENGINEER AND HIS CONSULTANTS DO NOT WARRANT OR GUARANTEE THE ACCURACY AND
COMPLETENESS OF THE WORK HEREIN BEYOND A REASONABLE DILIGENCE. IF ANY OMISSIONS,
MISTAKES, OR DISCREPANCIES ARE FOUND TO EXIST WITHIN THE WORK PRODUCT, THE ENGINEER
SHALL BE PROMPTLY NOTIFIED SO THAT HE MAY HAVE THE OPPORTUNITY TO TAKE WHATEVER
STEPS NECESSARY TO RESOLVE THEM. FAILURE TO PROMPTLY NOTIFY THE ENGINEER OF SUCH
CONDITIONS SHALL ABSOLVE THE ENGINEER FROM ANY RESPONSIBILITY FOR THE CONSEQUENCES
OF SUCH A FAILURE.
16. MANY PORTIONS OF THESE DRAWINGS, NOTES AND SPECIFICATIONS ARE THE RESULT OF DEMANDS
BY VARIOUS APPROVING AGENCIES THAT MUST BE PERFORMED AS PART OF THIS WORK. ANY
ACTIONS TAKEN WITHOUT THE KNOWLEDGE AND CONSENT OF THE ENGINEER SHALL BECOME THE
RESPONSIBILITY NOT OF THE ENGINEER, BUT OF THE PARTIES RESPONSIBLE FOR MAKING
THE CHANGE AND TAKING ACTION TO DO SO. ACTIONS TAKEN WITHOUT THE KNOWLEDGE AND
CONSENT OF THE ENGINEER OR THE CONTRADICTION TO THE ENGINEER'S WORK PRODUCT, THE
INTENT AND/OR RECOMMENDATIONS, SHALL BECOME THE RESPONSIBILITY NOT OF THE ENGINEER,
BUT OF THE PARTIES RESPONSIBLE FOR TAKING SUCH ACTION. THE ENGINEER SHOULD BE
CONTACTED IN MATTERS OF ANY AND ALL CHANGES TO THE DRAWINGS AND SPECIFICATIONS
HEREIN WITHOUT EXCEPTION.
17. NON STRUCTURAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON STRUCTURAL DRAWINGS.
SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL FRAMING REQUIRED.
18. CONTRACTOR SHALL ASSURE THAT ALL PRODUCTS AND HARDWARE ARE USED PER
MANUFACTURER'S RECOMMENDATIONS.
19. CONTRACTOR SHALL PROVIDE NAME OF AN APPROVED FABRICATOR OR ICC EVALUATION REPORT
FOR STEEL ROOF JOISTS, STEEL FLOOR JOISTS, AND STEEL DECKING TO BUILDING OFFICIAL FOR
APPROVAL PRIOR TO CONSTRUCTION.
20. CONTRACTOR SHALL PROVIDE NAME OF AN APPROVED FABRICATOR FOR ALL FABRICATED
STRUCTURAL COMPONENTS FOR APPROVAL PRIOR TO CONSTRUCTION
21. CONTRACTOR SHALL PROVIDE NAME OF AN APPROVED SPECIAL INSPECTION AGENCY AND
QUALIFICATION OF INDIVIDUAL FOR APPROVAL PRIOR TO CONSTRUCTION.
1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE AND THE 2022 EDITION,
AND ALL OTHER LOCAL OR STATE AGENCIES HAVING JURISDICTION OVER THIS PROJECT.
2. ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT
DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION
OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY
DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE
START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN
CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED
BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
3. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE
CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
4. ALL DIMENSIONS AND THE SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB
SITE PRIOR TO BID SUBMITTAL, START OF SHOP DRAWINGS, START OF CONSTRUCTION, AND/OR
FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, OR CONDITIONS DEVELOP NOT
COVERED BY THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.
5. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ADJACENT
EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF NEW WORK.
6. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS
AND LARGE SCALE OVER SMALL.
7. TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION UNLESS SPECIFICALLY DETAILED.
WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
8. THE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY
DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO, BRACING, SHORING
FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE
ARCHITECT OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS AND
DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES FOR THE ABOVE.
9. FOR TRENCHES OR EXCAVATIONS (5) FIVE FEET OR MORE IN DEPTH INTO WHICH A PERSON IS
REQUIRED TO DESCEND, THE CONTRACTOR IS TO OBTAIN THE NECESSARY PERMIT FROM THE STATE
OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
10. REFER TO THE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR DETAILS, CONDITIONS,
PITS, TRENCHES, DEPRESSIONS, ROOF OPENINGS, SLEEVES, ITEMS TO BE EMBEDDED OR
ATTACHED TO STRUCTURAL ELEMENTS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS.
11. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS UNLESS DETAILED
ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.
MATERIALS
1. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING OR GRADING ADJACENT TO EXISTING
STRUCTURES OR IMPROVEMENTS SO AS NOT TO DAMAGE OR UNDERMINE FOUNDATIONS, WALLS,
SLABS, UTILITIES, ETC.
2. ANY IMPORT FILL SOIL THAT MAY BE REQUIRED SHALL HAVE A LOW POTENTIAL FOR EXPANSION AND
SHALL BE APPROVED PRIOR TO IMPORTING.
3. ALL REQUIRED BACKFILL SHALL BE MECHANICALLY COMPACTED IN 6" MAXIMUM THICK LAYERS.
FLOODING IS NOT PERMITTED. BACKFILL SHALL BE COMPACTED TO 90% OF THE MAXIMUM DRY
DENSITY OBTAINABLE BY THE ASTM D1557-91 METHOD OF COMPACTION.
4. BUILDING FOOTINGS SHALL BE PLACED ON UNDISTURED, DOCUMENTED, PROPERLY COMPACTED FILL OR
DECOMPOSED GRANITIC BEDROCK BUT NOT A COMBINATION OF THE DIFFERENT MATERIALS WITHIN
A STRUCTURAL (SINGLE BUILDING) BELOW THE LOWEST ADJACENT GRADE AND 1'-6" MINIMUM BELOW
THE FINISH FLOOR LEVEL. SITE WALL FOOTINGS, ETC. SHALL BE PLACED ON COMPACTED FILL AT A
5. THE ALLOWABLE SOIL BEARING PRESSURE FOR FOOTINGS IS 1,500 PSF, FOR COMPACTED FILL AND
2000 PSF FOR UNDISTURED DECOMPOSED GRANITIC BEDROCK, WITH AN ALLOWBLE PASSIVE PRESSURE
6. ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE ABOVE
MENTIONED REPORT WHICH IS ON FILE WITH THE ARCHITECT. ALL FOUNDATION EXCAVATIONS SHALL
BE OBSERVED AND APPROVED BY THE ENGINEER.
7. WHERE DEEP EXCAVATION IS REQUIRED, AND THE NECESSARY SPACE IS AVAILABLE,
TEMPORARY UNSURCHARGED EXCAVATIONS MAY BE SLOPED BACK IN LIEU OF SHORING.
EXCAVATIONS SHALL BE DONE AS RECOMMENDED BY, AND UNDER THE OBSERVATIONS OF, THE
ENGINEER. THE TOP OF EXCAVATIONS SHALL BE PROTECTED BY BARRICADES,
ETC., TO PREVENT SURCHARGING AND BERMED TO PREVENT WATER RUN-OFF FROM ENTERING AND
ERODING THE EXCAVATION. ADJACENT TO EXISTING BUILDINGS OR IMPROVEMENTS, THE
EXCAVATION SHALL BE RESTRICTED TO 1 1/2:1 (HORIZONTAL TO VERTICAL) DOWNWARD FROM THE
TOE OF THE EXISTING FOOTING, ETC. UNLESS SPECIAL PROCEDURES ARE IMPLEMENTED AS
RECOMMENDED BY THE ENGINEER. ALL APPLICABLE REQUIREMENTS OF THE
CALIFORNIA CONSTRUCTION AND GENERAL INDUSTRY SAFETY ORDERS, THE OCCUPATIONAL
SAFETY AND HEALTH ACT OF 1970, AND THE CONSTRUCTION SAFETY ACT SHALL BE MET. IF
AMPLE SPACE IS NOT AVAILABLE FOR THE REQUIRED EXCAVATION SLOPE, OR AS A CONSTRUCTION
OPTION, SHORING MAY BE A POSSIBLE ALTERNATE. THE CONTRACTOR SHALL FOLLOW SHORING
RECOMMENDATIONS BY THE ENGINEER AND CONFORM TO GENERAL NOTE NO.8
CONCERNING CONSTRUCTION MEASURES.
8. DO NOT BACKFILL AGAINST WALLS WHICH ARE SUPPORTED TOP AND BOTTOM BY SLABS UNTIL THE
SLABS, TOP AND BOTTOM, HAVE BEEN PLACED AND CURE SIGNIFICANTLY (7 DAYS MIN.) OR
PROVIDE SUFFICIENT TEMPORARY BRACING PER GENERAL NOTE NO. 8.
1. ANCHOR BOLTS, DOWELS, REINFORCING STEEL, INSERTS, ETC., SHALL BE SECURELY TIED IN PLACE
PRIOR TO POURING CONCRETE. CONCRETE BLOCKS ONLY SHALL BE USED TO SUPPORT REINFORCING
OFF GRADE.
2. CONCRETE SLABS SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 7 DAYS. FORMS FOR
CONCRETE WALLS SHALL BE LEFT IN PLACE FOR 7 DAYS OR THEY MAY BE STRIPPED AFTER 3 DAYS
AND THEN COVERED WITH BURLAP WHICH SHALL BE KEPT WET FOR AN ADDITIONAL 7 DAYS. NO
CURING COMPOUNDS SHALL BE USED UNLESS APPROVED BY THE STRUCTURAL ENGINEER.
3. NOTIFY THE STRUCTURAL ENGINEER 48 HOURS MINIMUM PRIOR TO ALL POURS.
4. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS.
5. ALL CONCRETE SHALL BE VIBRATED IN PLACE DURING PLACING OF CONCRETE.
6. NO STAKES, STEEL OR WOOD, SHALL BE PERMITTED IN ANY CONCRETE POUR. SUSPEND FORMS
FROM ABOVE GRADE.
7. DRYPACK PROPORTION BY VOLUME SHALL BE 1:3-1/2 PORTLAND CEMENT TO SAND WITH A
MINIMUM 28 DAY STRENGTH OF 3000 PSI.
8. GROUT PROPORTION BY VOLUME SHALL BE 1:3:2 PORTLAND CEMENT TO SAND TO PEA GRAVEL WITH
MASONRY
GROUT OR DRYPACK
GRAVEL
STEEL
IN PLACE
WOOD STUD
CONCRETE- POURED
EARTH
WOOD IN SECTION
WOOD STUD
(SHEAR WALL)
WINDOW
CONTINUOUS
BLOCKING
WOOD IN SECTION
MINIMUM 28 DAY STRENGTH OF 3000 PSI.
9. NON-SHRINK, NON METALIC GROUT STRENGTH 7000 PSI.
ITEMS SHALL CONFORM TO C.C.R. TITLE 24, 20198 CBC.
12. THE SEISMIC ANCHORAGE OF MECHANICAL, ELECTRICAL, PLUMBING EQUIPMENT AND ARCHITECTURAL
MINIMUM DEPTH OF 1'-0" BELOW THE LOWEST ADJACENT GRADE.
OF 200 PSF/FT. OF DEPTH AND A COEFFICIENT OF FRICTION OF 0.25 FOR COMPACTED FILL,
0.35 FOR BEDROCK.
EARTHWORK
LEGEND
1.STRUCTURAL CONCRETE SHALL COMPLY WITH THE MOST RESTRICTIVE REQUIREMENTS
ACCORDING TO ACI 318 TABLE 5.3.1.1 FOR THE EXPOSURE CATEGORIES AND CLASSES LISTED
BELOW.
STRUCT. MEMBER EXPOSURE CATEGORY AND CLASS
FOOTINGS F. FREEZING AND THAWING:F0-NEGLIGIBLE
WALLS
GRADE BEAMS S. SULFATE:S2-SEVERE
P. REQUIRING LOW PERMEABILITY:P0-NOT APPLICABLE
C. CORROSION PROT. OF REINF.: C0-NOT APPLICABLE
2.MINIMUM CONCRETE MIX REQUIREMENTS:
CONCRETE COMPRESSIVE STRENGTH. fc:2500 PSI
MAXIMUM WATER TO CEMENT RATIO:0.45
CEMENTITIOUS MATERIAL:TYPE V + POZZOLAN OR SLAG
3. STRUCTURAL CONCRETE SHALL REACH A MINIMUM 3-DAY COMPRESSIVE STRENTH OF 1500 PSI
AND SHALL REACH THE SPECIFIED COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE
COMPRESSIVE TESTS SHALL CONFIRM TO ASTM C 150 "TEST METHOD SAMPLING AND TESTING
CONCRETE MASONRY UNITS AND RELATED UNITS". CEMENTITIOUS MATERIAL SHALL CONFORM
TO ASTM C 150 "SPECIFICATION FOR PORTLAND CEMENT"
4. THE CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES OR
LESS. A TOLERANCE OF 1 INCH ABOVE THIS AMOUNT SHALL BE PERMITTED FOR INDIVIDUAL
BATCHES PROVIDED THE AVERAGE FOR ALL BATCHES DOES NOT EXCEED 4 INCHES. THE SLUMP
SHALL BE DETERMINED BY "STANDARD TESTING METHOD FOR SLUMP OF PORTLAND CEMENT
CONCRETE" (ASTM C 143).
5.WATER USED IN MIXING CONCRETE SHALL BE CLEAN FROM INJURIOUS AMOUNTS OF OILS, ACIDS,
ALKALIS, SALTS, ORGANIC MATERIALS, OR OTHER SUBSTANCES DELETERIOUS TO CONCRETE OR
REINFORCEMENT, NONPOTABLE WATER SHALL NOT BE USED.
6.CONCRETE AGGREGATES SHALL CONFORM TO ASTM C330 "STANDARD SPECIFICATIONS FOR
CONCRETE AGGREGATES". THE NORMAL MAXIMUM SIZE OF COARSE AGGREGATES SHALL NOT BE
LARGER THAN: 1/5 THE DISTANCE BETWEEN THE SIDES OF FORMS. 1/3 THE SLAB DEPTH,
OR 3/4 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCING BARS OR WIRES,
BUNDLES OF BARS, INDIVIDUAL TENDONS, OR DUCTS.
7.DEFORMED CONCRETE REINFORCING SHALL BE GRADE 60 REINFORCING STEEL CONFORMING TO
ASTM A 615 "STANDARD SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR
CONCRETE REINFORCEMENT.
8.BAR MATS FOR CONCRETE REINFORCING SHALL CONFORM TO ASTM A 184 "STANDARD
SPECIFICATION FOR WELDED DEFORMED STEEL BAR MATS FOR CONCRETE REINFORCEMENT.
REINFORCING BARS USED IN BAR MATS SHALL CONFORM TO ASTM A 515 OR ASTM A 706.
9.WELDED PLAIN WIRE FOR CONCRETE REINFORCEMENT SHALL NOT BE SMALLER THEN D4
AND SHALL CONFORM TO ASTM A 496 "STANDARD SPECIFICATION FOR STEEL WIRE, DEFORMED,
FOR CONCRETE REINFORCEMENT". WELDED DEFORMED WIRE FOR CONCRETE REINFORCEMENT
SHALL CONFORM TO ASTM A 497 "STANDARD SPECIFICATION FOR STEEL WELDED WIRE,
DEFORMED, FOR CONCRETE REINFORCEMENT".
10. WELDED WIRE FOR CONCRETE REINFORCEMENT SHALL NOT BE SMALLER THAN D4 AND SHALL
CONFORM TO ASTM A 496 "STANDARD SPECIFICATION FOR STEEL WIRE, DEFORMED, FOR
CONCRETE REINFORCEMENT".
11.NO ADMIXTURES, OTHER THAN AIR-ENTRAINING ADMIXTURE CONFORMING TO "STANDARD
SPECIFICATIONS FOR AIR ENTRAINING ADMIXTURES FOR CONCRETE" (ASTM C 260) MAY BE USED
WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, CALCIUM CHLORIDE AND CONCRETE
ADMIXTURES CONTAINING CHLORIDE SALTS ARE NOT PERMITTED.
12. LAP ALL REINFORCING BARS ACCORDING TO THE FOLLOWING LAP SPLICE SCHEDULE, WHERE
BEAM REINFORCING IS REQUIRED TO BE SPLICED, SPLICING SHALL ONLY TAKE PLACE IN
COMPRESSION REGIONS, I.E. BOTTOM REINFORCING SPLICES ALLOWED OVER SUPPORTS AND
TOP REINFORCING SLICES ALLOWED IN THE BEAM MIDSPANS. WHERE COLUMN VERTICAL
REINFORCING IS REQUIRED TO BE SPLICED, SPLICING WILL BE PERMITTED ONLY AT FLOOR LEVELS
OR AREAS OF LATERAL SUPPORT.
REINFORCED CONCRETE NOTES
REINFORCED CONCRETE LAP SPLICE SCHEDULE
F'c= 2500 PSI AT 28 DAYS
SLICE CLASS
A
B
REINFORCEMENT
LOCATION
TOP
BOTTOM
TOP
BOTTOM
24
18
24
31
24
32
41
32
39
30
51
47
36
61
69
53
89
78
60
102
78694739
#3
BARS
#4
BARS
#5
BARS
#6
BARS
#7
BARS
#8
BARS
REINFORCEMENT LENGTH (INCHES)
MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS:
SITE DRAINAGE RECOMMENDATIONS
DRAINAGE OF THE SURFACE WATER AWAY FROM THE FOUNDATION SHOULD BE MAINTAINED FOR THE LIFE OF
THE STRUCTURE. IN NO CASE SHOULD WATER BE ALLOWED TO POND NEXT TO THE STRUCTURE FOUNDATION.
DESERT TYPE OR ZEROSPACE LANDSCAPING WHICH REQUIRES MINIMAL WATER IS RECOMMENDED. RAIN
GUTTERS SHOULD BE INSTALLED AND ROOF DOWNSPOUTS SHOULD DISCHARGE RAIN WATER AWAY FROM THE
FOUNDATION TO REDUCE THE POTENTIAL OF WATER INFILTRATION INTO THE SUBGRADE. WHERE POSSIBLE WE
RECOMMEND THAT ALL ROOF DOWNSPOUTS BE TIED TOGETHER WITH A SUBGRACE COLLECTION SYSTEM THAT
DISCHARGES RAIN WATER INTO THE CURB AND GUTTER OR DIRECTLY INTO THE STORM DRAIN. ALL DRAINAGE
RECOMMENDATIONS IN THE SOILS REPORT MUST BE STRICTLY FOLLOWED WITHOUT VARIATION.
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL........3"
CONCRETE EXPOSED TO SOIL OR WEATHER:
#5 BARS, W31 OR D31 WIRES, AND SMALLER...........................................11
2"
#6 BARS AND LARGER ......................................................................................2"
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH SOIL:
SLABS, WALLS AND JOISTS:
#11 BARS AND SMALLER ..............................................................................3/4"
#14 BARS AND LARGER................................................................................11
2"
BEAMS AND COLUMNS.....................................................................................11
2"
ALL REINFORCING BAR WILL BE GRADE 60 PER A.S.T.M A615
1. INTERIOR SLAB ON GRADE : 4" THICK CONC. SLAB W/ #4 BARS
@16" O.C. EACH WAY . MIN. 15 MIL VAPOR BARRIER, OVER 4" GRAVEL .
2. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR
TO FOUNDATION INSPECTION.
3. SEE ARCHITECTURAL PLANS FOR HORIZONTAL DIMENSIONS
AND ELEVATIONS.
4. THE CONCRETE CONTRACTOR SHALL COORDINATE WITH
FRAMING CONTRACTOR ON PLACEMENT OF ANCHOR BOLTS
AND HARDWARE.
5. PROVIDE SLAB JOINT AT 12'-0" O.C. MAX.
6. ALLOWABLE SOIL BEARING PRESSURE , 1500. PSF BASED UPON THE 2019
CALIFORNIA BUILDING CODE TABLE 1806.A.2
7. VERIFY ALL EXISTING CONDITIONS & NOTIFY THE ENGINEER OF
RECORD WITH ANY DISCREPANCIES.
8. CONSTRUCTION SHALL COMPLY WITH 2019 EDITION OF
CBC,CRC,CPC,CMC,CEC,AND 2019 CALIFORNIA ENERGY
EFFICIENCY STANDARDS CODES.
9. STRUCTURAL DESIGN AND DETAILS SHALL COMPLY TO CBC
(2019 EDITION).
FOUNDATION NOTES STRUCTURAL SHEET INDEX
S001 - GENERAL NOTES
S002 - GENERAL NOTES
S101 - DETAILS
S102 - DETAILS
S103 - DETAILS
S104 - DETAILS
S105 - DETAILS
S106 - DETAILS
S107 - DETAILS
S108 - DETAILS
S109 - DETAILS
S201 - FOUNDATION PLAN & SHEARWALL PLAN
S202 - CEILING FRAMING PLAN
S203 - ROOF FRAMING PLAN
DATE DESCRIPTION
REVISIONS
STAMP
I
N
F
O
@
V
B
A
C
G
.
C
O
M
T
|
6
2
6
2
4
1
-
4
7
0
3
T
|
6
2
6
3
1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
NE
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S001
GENERAL NOTES
1.ALL DIMENSIONAL LUMBER SHALL BE DF#2 GRADE OR BETTER. SAWN LUMBER SHALL BE IDENTIFIED
BY THE GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED
BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT.
2.ALL SHEATHING TO BE APA RATED SHEATHING EXPOSURE 1 AND SHALL CONFORM TO THE
REQUIREMENTS FOR THEIR TYPE IN DOC PS1 OR PS2. ALL EXTERIOR WALL ARE REQUIRED TO BE
SHEATHED. ALL SHEATHING SHALL HAVE SPAN RATINGS ACCORDING TO THE FOLLOWING:
FLOOR W/ 12" JOIST/TRUSS SPACING.................................................24/12
FLOOR W/ 16" JOIST/TRUSS SPACING.................................................32/16
FLOOR W/ 24" JOIST/TRUSS SPACING.................................................48/24
ROOF W/ 12" JOIST/TRUSS SPACING...................................................12/0
ROOF W/ 24" JOIST/TRUSS SPACING...................................................24/0
ROOF W/ 48" JOIST/TRUSS SPACING...................................................48/24
WALL W/ 12" JOIST/TRUSS SPACING...................................................16/0
WALL W/ 16" JOIST/TRUSS SPACING...................................................24/0
3.ALL LUMBER, TIMBER, PLYWOOD, REQUIRED TO BE TREATED SHALL CONFORM TO THE
REQUIREMENTS OF THE APPLICABLE AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT,
PRESERVATIVE AND END USE. PRESERVATIVE TREATED WOOD SHALL BEAR THE QUALITY MARK OF
AN INSPECTION AGENCY THAT MAINTAINS CONTINUING SUPERVISION, TESTING, AND INSPECTION
OVER THE QUALITY OF THE PRESERVATIVE TREATED WOOD.
4.THE FOLLOWING SHALL BE PRESERVATIVE TREATED LUMBER OF REDWOOD:
A. ALL WALL SILL PLATES ON A CONCRETE SLAB THAT ARE IN DIRECT CONTACT WITH EARTH.
B. WOOD FRAMING MEMBERS THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS
THAN 8" FROM EXPOSED EARTH.
C. WOOD FRAMING MEMBERS AND FURRING STRIPS ATTACHED DIRECTLY TO THE INTERIOR OF
EXTERIOR MASONRY OR CONCRETE WALLS BELLOW GRADE.
D. WOOD JOISTS THAT ARE CLOSER THAN 18", OR WOOD GIRDERS THAT ARE CLOSER THAN 12"
FROM EXPOSED EARTH IN CRAWL SPACES OR UNEXCAVATED AREA'S LOCATED WITHIN
THE PERIMETER OF THE BUILDING FOUNDATION.
5.PREFABRICATED I-JOISTS SHALL CONFORM TO ASTM D 5055.
6. LAMINATED VENEER LUMBER (LVL) SHALL BE 1-3/4" WIDE 1.9E WITH AN ALLOWABLE BENDING STRESS
OF 2,600 PSI AND AN ALLOWABLE SHEAR STRESS OF 285 PSI. LAMINATED STRAND LUMBER (LSL)
SHALL BE 1-3/4" WIDE 1.55E WITH AN ALLOWABLE BENDING STRESS OF 2,325 PSI AND AN ALLOWABLE
SHEAR STRESS OF 310 PSI.
7.STRUCTURAL GLUE LAMINATED TIMBER SHALL BE 24F-V4 UNLESS NOTED OTHERWISE AND
MANUFACTURED AND IDENTIFIED AS REQUIRED IN AITC A190.1 AND ASTM D 3737.
8.PROVIDE SOLID BLOCKING FOR ALL VERTICAL LOAD PATHS TO FOUNDATION. PROVIDE 1 TRIMMER
ON EACH SIDE OF ALL OPENINGS LESS THAN 4'-0" WIDE. PROVIDE 2 TRIMMERS MIN. ON EACH SIDE
OF ALL OPENINGS 4'-0" WIDE AND GREATER. A MINIMUM 2 STUDS SHALL BE PROVIDED AT ALL
VERTICAL EDGES OF SHEAR WALLS, GIRDER TRUSSES, AND BEAMS UNLESS NOTED OTHERWISE.
9.BUILT UP BEAMS SHALL BE FASTENED ACCORDING TO THE FOLLOWING:
(2) & (3) PLY MEMBERS WITH PLIES UP TO 1-3/4" THICK:
12" DEEP BEAMS: (2) ROWS OF 16D COMMON NAILS AT 12" O.C.
14" AND DEEPER: (3) ROWS OF 16D COMMON NAILS AT 12" O.C.
*NAILED CONNECTIONS REQUIRE AN ADDITIONAL ROW OF NAILS WHEN NAIL SIZE IS SMALLER
THAN SPECIFIED ABOVE.
(4) PLY MEMBERS WITH PLIES UP TO 1-3/4" THICK AND (2) PLY MEMBERS WITH PLIES 3-1/2" THICK:
12" DEEP BEAMS: (2) STAGGERED ROWS OF 1/2"Φ A307 BOLTS W/ WASHERS @ 16" O.C.
14" AND DEEPER: (3) STAGGERED ROWS OF 1/2"Φ A307 BOLTS W/ WASHERS @ 16" O.C.
10.OPENINGS SHALL BE FRAMED WITH THE MINIMUM KING STUDS AS FOLLOWS:
OPENINGS UP TO 2'-0": 1 KING STUD AT EACH SIDE OF OPENING
OPENINGS UP TO 4'-0": 2 KING STUDS AT EACH SIDE OF OPENING
OPENINGS UP TO 8'-0": 3 KING STUDS AT EACH SIDE OF OPENING
OPENINGS UP TO 12'-0": 4 KING STUD AT EACH SIDE OF OPENING
OPENINGS UP TO 16'-0": 5 KING STUD AT EACH SIDE OF OPENING
REFER TO PLANS FOR KING STUD REQUIREMENTS ON OPENINGS GREATER THAN 23'-0"
11.SIMPSON H1 IS REQUIRED AT EACH END EACH ROOF TRUSS UNLESS NOTED OTHERWISE.
NAIL TJI'S TO TOP PLATE W/ (1) 8D BOX NAIL EACH SIDE. DRIVE NAILS AT AN ANGLE
AT LEAST 1-1/2" FROM END OF EACH FLOOR JOIST.
12.PROVIDE 1 1/8" WIDE TIMBER STRAND OR EQUIVALENT FOR ALL RIM JOISTS.
13.BEARING, SHEAR AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS WITH OTHER
PARTITITIONS. END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET AT LEAST 48".
14.DOUBLE TOP PLATES SHALL BE NAILED WITH 16D NAILS @ 16" O.C. A MINIMUM OF 8-16D NAILS SHALL
BE PLACED EACH SIDE OF TOP PLATE SPLICES UNLESS NOTED OTHERWISE.
15.NON BEARING INTERIOR PARTITION WALLS SHALL BE FRAMED A MINIMUM OF 1/2" SHORTER THAN
BEARING WALLS TO ACCOMMODATE TRUSS DEFLECTION AND PRESERVE THE INTENDED LOAD PATH.
17.JOISTS WITH CANTILEVERS LARGER THAN 1'-6" AND WITHOUT A DIRECT APPLIED CEILING
SHALL HAVE CONTINUOUS BLOCKING INSTALLED AT THE 1/3 POINTS OF THE BACK SPAN UNLESS
NOTED OTHERWISE.
18.FLOOR JOISTS SPANNING 16'-0" OR MORE WITHOUT A DIRECT APPLIED CEILING SHALL HAVE ROWS
OF CONTINUOUS BLOCKING INSTALLED AT A MAXIMUM SPACING OF 8'-0" O.C.
19.PARTITION WALLS THAT ARE PARALLEL WITH FLOOR JOISTS SHALL BE SUPPORTED WITH DOUBLE
JOISTS OR CROSS BLOCKING BETWEEN THE TWO CLOSEST ADJACENT JOISTS UNLESS NOTED
OTHERWISE ON THE CONSTRUCTION DRAWINGS.
20.ALL METAL HARDWARE TO BE SIMPSON STRONG TIE OR EQUAL AND INSTALLED ACCORDING TO
MANUFACTURERS REQUIREMENTS.
21.HOLES FOR BOLTS SHALL BE DRILLED AT THE SAME NOMINAL DIAMETER OF THE BOLT +1/16".
22.HOLES FOR LAG SCREWS AND WOOD SCREWS SHALL BE DRILLED THE SAME NOMINAL LENGTH AND
DIAMETER OF THE SHANK. LAG SCREWS AND WOOD SCREWS SHALL NOT BE DRIVEN INTO PLACE.
23.NAIL SHANK DIAMETER AND LENGTHS SHALL CONFORM TO THE FOLLOWING:
8D.................................................................0.131" ΦX2.50"
10D.................................................................0.148" ΦX3.00"
12D.................................................................0.148" ΦX3.25"
16D.................................................................0.162" ΦX3.50"
20D.................................................................0.192" ΦX4.00"
30D.................................................................0.207" ΦX4.50"
40D.................................................................0.225" ΦX5.00"
24.STAPLES MAY BE SUBSTITUTED FOR NAILS TO FASTEN STRUCTURAL SHEATHING TO SUPPORTING
MEMBERS PROVIDED THAT THE STAPLES HAVE A CROWN WIDTH OF 7/16" AND SHALL BE INSTALLED
WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS. SUBSTITUTE
STAPLES FOR NAILS ACCORDING TO THE FOLLOWING:
8D COMMON NAILS..........................................14 GAUGE 1 1/2" STAPLES
10D COMMON NAILS........................................13 GAUGE 1 1/2" STAPLES
8D COMMON NAILS AT 6" O.C..........................16 GAUGE STAPLES AT 4" O.C.
8D COMMON NAILS AT 4" O.C..........................16 GAUGE STAPLES AT 2 1/2" O.C.
8D COMMON NAILS AT 12" O.C..........................16 GAUGE STAPLES AT 7 3/4" O.C.
25.FASTENERS INSTALLED INTO PRESERVATIVE TREATED WOOD AND FIRE RETARDANT TREATED WOOD
SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE
OR COPPER. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH
ASTM A153. CAST IN AND POST INSTALLED BOLTS SHALL BE PERMITTED TO BE OF MECHANICALLY
DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B695,
CLASS 55 MINIMUM. WASHERS AND OTHER HARDWARE IN CONTACT WITH FASTENERS SHALL BE OF
THE SAME ANTI-CORROSIVE TREATMENT AS THE FASTENERS THEY ARE IN CONTACT WITH.
26.SHEATHING FASTENERS SHALL BE DRIVER FLUSH BUT SHALL NOT FRACTURE THE SHEATHING
SURFACE.
27.SILL PLATES OF EXTERIOR WALLS AND INTERIOR BEARING WALLS MUST BE ANCHORED TO THE
FOUNDATION WITH A MINIMUM OF 1/2"X10" ANCHOR BOLTS @ 72" O.C. THERE SHALL BE A MINIMUM
OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM
EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND STANDARD CUT WASHER SHALL BE
TIGTENED ON EACH BOLT TO THE PLATE.
28.SHEAR WALL SILL PLATE ANCHOR BOLTS SHALL INCLUDE 0.229"X3"X3" STEEL PLATE WASHERS
BETWEEN THE SILL PLATE AND NUT. 0.229"X3"X3" STEEL PLATE WASHERS ARE PERMITTED TO HAVE A
DIAGONALLY SLOTTED HOLE WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A
SLOT LENGTH NOT TO EXCEED 1-3/4" IF A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE
WASHER AND THE NUT. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE
BOTTOM PLATE ON THE SHEATHED SIDE OF THE SHEAR WALL. SHEAR WALL SILL PLATES SHALL BE
ANCHORED TO THE FOUNDATION WITH A MINIMUM OF 2 ANCHOR BOLTS PER PIECE WITH ONE BOLT
LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH END OF EACH PIECE.
29.CAST IN ANCHOR BOLTS FOR INTERIOR BEARING AND SHEAR WALLS MAY BE REPLACED WITH SIMPSON
STRONG-BOLTS, SIMPSON TITEN HD, OR HILIT KWIK BOLT TY ANCHORS OF THE SAME DIAMETER AND
4-1/2" MINIMUM EMBEDMENT. INTERIOR SHEAR WALL ANCHOR BOLTS MAY ALSO BE EPOXIED
INTO CONCRETE WITH SIMPSON SET-XP HILTI HIT-RE 500-SD EPOXY AND A MINIMUM 4-1/2" EMBEDMENT.
WOOD FRAMING NOTESMANUFACTURED WOOD PRODUCTS
WOOD
1. ALL LUMBER SHALL BE GRADED PER GRADING RULES #16 OF WEST COAST LUMBERMAN'S ASSOCIATION.
2. WOOD SHALL BE GRADE MARKED DOUGLAS FIR LARCH AND AS FOLLOWS:
HORIZONTAL FRAMING
STUDS
BLOCKING
SILL POSTS & COLUMNS
LINTELS & BEAMS
3. ALL PRESSURE TREATED LUMBER SHALL BE MARKED WITH A STAMP PER AWPB AS LP-2 OR LP-22.
4. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED PER U.B.C.
STD. 25-12.
5. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR PLYWOOD, 5 PLY, STRUCTURAL 1, CONFORMING TO
PS 1 83. ALL PLYWOOD SHALL BE GRADE MARKED "DFPA STRUCTURAL 1, INTERIOR WITH
EXTERIOR GLUE".
6. PLYWOOD NAILING SHALL BE APPROVED BY THE JOB INSPECTOR AND ENGINEER OR ARCHITECT,
PRIOR TO COVERING UP.
7. FRAMING HARDWARE SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG TIE OR APPROVED
EQUAL. FASTENERS TO BE FURNISHED BY THE MANUFACTURER AND ALL FASTENER HOLES TO BE FILLED.
8. MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH
PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. THE
APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. IF NAILHEADS PENETRATE
THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER, OR IF MINIMUM
ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED
UNSATISFACTORY.
9. PROVIDE PLATE WASHERS UNDER ALL BOLTS, NUTS AND HEADS.
10. RE-TIGHTEN ALL BOLTS PRIOR TO CLOSING IN.
11. GLUE LAMINATED BEAMS SHALL BE DOUGLAS FIR IN CONFORMANCE WITH PRODUCT STANDARDS
PS 56-73 AND SHALL BE OF COMBINATION 24F-V8 (UBC 1997) INDUSTRIAL FINISH WITH ADHESIVE
FOR WET USE AND ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED (NOT TO WEATHER).
12. ALL STRUCTURAL GLUED LAMINATED TIMBER SHALL BE CONTINUOUSLY INSPECTED DURING
FABRICATION BY INSPECTOR SPECIFICALLY APPROVED BY THE DIVISION OF THE STATE ARCHITECT.
AN AITC CERTIFICATE WILL NOT MEET THIS REQUIREMENT. SUBMIT SHOP DRAWINGS.
13. ALL NAILING SHALL CONFORM TO TABLES SET FORTH IN THE TITLE 24 OF THE CALIFORNIA CODE OF
REGULATIONS EXCEPT SPECIFICALLY DETAILED CONNECTIONS. USE ONLY COMMON NAILS.
14. ALL FRAMING MEMBERS SHALL BE ERECTED WITH NATURAL OR BUILT-IN CAMBER UP
1. EXPOSED MEMBERS SHALL BE SELECT STRUCTURAL, FREE OF HEART CENTER (WHERE SIZE
PERMITS), KILN DRIED AND SELECTED FOR APPEARANCE AND STRAIGHTNESS.
2. EXTERIOR EXPOSED GLUED LAMINATED MEMBERS SHALL BE ALASKA YELLOW CEDAR -
ARCHITECTURAL APPEARANCE GRADE - 20F-V12.
1. ALL MANUFACTURED WOOD PRODUCTS SHALL BE TRUS JOIST MACMILLAN. PRODUCTS SHALL BE
MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE APPROVAL AGENCY. PRODUCTS
SHALL BE DESIGNED AND MANUFACTURED TO STANDARDS SET FORTH BY THE NATIONAL
EVALUATION SERVICE REPORT NO. NER-200, NER-126, NER-148, NER-292, AND NER-481.
2. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF DESIGN CALCULATIONS AND SHOP DRAWINGS
PREPARED BY THE MANUFACTURER FOR REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL
ENGINEER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION PER DETAILED INSTALLATION
SUGGESTIONS AND GUIDELINES OF THE MANUFACTURER.
4. CONTRACTOR SHALL NOTIFY THE TRUS JOIST MACMILLAN REPRESENTATIVE AND THE STRUCTURAL
ENGINEER PRIOR TO ENCLOSING THE TRUSSES TO PROVIDE OPPORTUNITY FOR OBSERVATION OF THE
INSTALLATION.
5. MANUFACTURER SHALL WARRANT ALL PRODUCTS SPECIFIED TO BE FREE FROM MANUFACTURING
ERROR OR DEFECTS IN WORKMANSHIP AND MATERIALS.
6. TEMPORARY CONSTRUCTION LOADS WHICH CAUSE STRESSES BEYOND THE DESIGN LIMIT ARE NOT
PERMITTED.
7. ALL FRAMING HARDWARE MUST BE THE TYPE SPECIFIED FOR THE PRODUCT AND APPROVED BY THE
MANUFACTURER FOR INSTALLATION.
8. I SERIES JOIST SHALL HAVE ERECTION BRACING TO KEEP THE JOIST STRAIGHT, TRUE, AND PLUMB,
AS REQUIRED, AND TO ASSURE ADEQUATE LATERAL SUPPORT FOR THE INDIVIDUAL I JOIST AND THE
ENTIRE SYSTEM UNTIL THE SHEATHING MATERIAL HAS BEEN APPLIED. THE SAME CONDITION
9. I SERIES PRODUCTS SHALL BE PROVEN BY TESTING AND EVALUATION IN ACCORDANCE WITH THE
PROVISIONS FOR ASTM D-5055.
10. I SERIES JOIST, IF STORED PRIOR TO ERECTION, SHALL BE STORED IN A VERTICAL POSITION.
11. ALL MANUFACTURED WOOD PRODUCTS SHALL BE PROTECTED FROM THE WEATHER.
12. DO NOT NAIL PARALLEL TO GLUE LINE LAMINATION ON THE NARROW FACE OF TOP AND BOTTOM
CHORD MEMBER OF THE I JOIST.
13. NOTCHES AND HOLES IN I JOIST ARE ONLY AS DETAILED OR APPROVED BY THE STRUCTURAL
ENGINEER.
14. PSL "PARALLEL STANDARD LUMBER" AND MICROLAM LVL "LAMINATED VENEER LUMBER" LUMBER
SHALL HAVE A MINIMUM BEARING OF 1-1/2". BEARING ACROSS THE FULL WIDTH OF THE BEAM
IS REQUIRED.
15. NOTCHED OR DRILLED HOLES IN PSL OR LVL MEMBERS NOT PREVIOUSLY APPROVED BY THE
MANUFACTURER SHALL NOT BE PERMITTED.
3. MAXIMUM MOISTURE FOR EXTERIOR AND NON-EXPOSED LUMBER GLB SHALL BE 16%.
16. FLANGE SHALL BE LVL (ICBO 5381) & NER-481 (NO TIMBER STRAND). WEB SHALL BE
PLYWOOD WEB STANDARD 23-2 (NO OSB 23-3).
PROJECT AND THE APPROVAL OF THE ARCHITECT OR STRUCTURAL ENGINEER AND THE ENFORCEMENT
17. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH
AGENCY. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING
WOULD BE NORMAL FOR A HAND-HELD HAMMER, OR IF MINIMUM ALLOWABLE EDGE DISTANCES
IS NOT ALLOWED FOR ~5" PLYWOOD. IF THE NAIL HEADS PENETRATE THE OUTER PLY MORE THAN
SHALL BE DISCONTINUED.
ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY AND MACHINE NAILING
APPLIES FOR SPAN OVER 16'.
NO. 1
NO. 1
NO. 1
NO. 2
NO. 1
SHALL BE PROVIDED PER THE ICBO EVALUATION REPORT NO. PFC-5381.
JOIST DEPTH IS GREATER THAN 16 INCHES OR IF THE LIVE LOAD EXCEEDS 40 PSF. WEB STIFFENERS
18. LATERAL SUPPORT SHALL BE PROVIDED AT ALL BEARING LOCATIONS. FOR JOIST SPANS GREATER THAN
16'-0", ONE ROW OF BRIDGING OR FULL DEPTH BLOCKING SHALL BE INSTALLED AT MIDSPAN IF THE
NAILING SCHEDULE - TABLE 23-II-B-1, (UBC CHAPTER 23)
THE CONNECTIONS LISTED ARE THE MINIMUM PERMISSIBLE. USE COMMON WIRE NAILS FOR ALL
NAILED CONNECTIONS. WHERE POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE
USED INSTEAD OF TOE NAILS.
JOIST TO SILL OR GIRDER, TOENAIL
BRIDGING TO JOIST, TOENAIL EACH END
1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL
WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST, FACE NAIL
2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
SOLE PLATE TO JOIST OR BLOCKING: FACE NAIL
BRACED WALL PANELS
TOP PLATE TO STUD, END NAIL
STUD TO SOLE PLATE: TOENAIL
END NAIL
DOUBLE STUDS, TYPICAL FACE NAIL
DOUBLED TOP PLATES: FACE NAIL
LAP SPLICE
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE
RIM JOIST TO TOP PLATE, TOENAIL
TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL
CONTINUOUS HEADER, TWO PIECES (ALONG EACH EDGE
CEILING JOISTS TO PLATE, TOENAIL
CONTINUOUS HEADER TO STUD, TOENAIL
CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
RAFTER TO PLATE, TOENAIL
1" BRACE TO EACH STUD AND PLATE, FACE NAIL
1" X 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL
WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL
BUILT-UP CORNER STUDS
BUILT-UP GIRDERS AND BEAMS
2" PLANKS, EACH END AND EACH BEARING
2-16D
16D AT 16"
3-16D
3-16D
2-10D
2-10D
3-10D
2-10D
3-10D
2-16D
3-10D
3-10D
16D AT 24"
20D AT 32" AT TOP AT BOTTOM STAGGERED
8D AT 6"
3-10D
4-10D
16D AT 24"
16D AT 16"
2-16D
8-16D
3-10D
2-10D
16D AT 16"
3-16D PER 16"
2-16D
4-10D
2-20D AT ENDS AND AT EACH SPLICE
2-16D
15. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBER SHALL BE CUT,
NEITHER DRILLED NOR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM
THE STRUCTURAL ENGINEER.
19. UNLESS SPECIFICALLY SHOWN ON THESE PLANS NO STRUCTURAL MEMBER SHALL BE CUT, NEITHER
DRILLED NOR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL
ENGINEER AND THE DIVISION OF THE STATE ARCHITECT.
EXPOSED LUMBER
UNLESS NOTED OTHERWISE.
STRUCTURAL CRITERIA
ANALYSIS ITEMS
GRAVITY LOADS (CBC 2019 TABLE 1607.1 & ASCE 7-16 TABLE 4-1)
ROOF LIVE:20 PSF
ROOF DEAD:15 PSF FOR SHEATHING AND 23 PSF FOR TILES.
FLOOR LIVE: 40 PSF [LIVING]
DECK LIVE: 60 PSF
N/A PSF [SUSPENDED SLAB]
FLOOR/DECK DEAD:13 PSF [WOOD FLOOR]
N/A PSF [SUSPENDED SLAB]
CEILING LIVE: 10 PSF
CEILING DEAD: 6 PSF
DEFLECTION CRITERIA
ROOF MEMBERS
Δ(LIVE)L/360
Δ(TOTAL LOAD)L/240
FLOOR MEMBERS
Δ(LIVE)L/360
Δ(TOTAL LOAD)L/240
WALLS
Δ(LIVE)L/240
SEISMIC DESIGN PARAMETERS (ASCE 7-16, 12.8)
SEISMIC DESIGN CATEGORY:D
SITE CLASS:D
OCCUPANCY CATEGORY:II
IMPORTANCE FACTOR, lg:1.00
RESPONSE MOD. FACTOR, R:6.5
OVER STREGTH FACTOR, Ω:3
DEFLECTION AMPLIFICATION FACTOR, Cd:4.0
BASIC SIESMIC-FORCE-RESISTING SYSTEM(S):LIGHT FRAMED WALLS SHEATHED W/ WOOD
STRUCTURAL PANELS
DESIGN BASE SHEAR, V:CsW
SEISMIC DESIGN COEFFICIENT, Cs:0.188
ANALYSIS PROCEDURE USED:EQUIVALENT LATERAL FORCE
Ss:1.866
S1: 0.622
SDS: 1.493
ρ 1.3
SEISMIC DEMAND ON NONSTRUCTURAL COMPONENTS (ASCE 7-16, 13.3, 13.4 & 13.5)
Ap, Rp ----------------------- As per Table 13.5.1 & Table 13.6.1, ASCE 7-16
Ip ------------------------------ 1.5
1.EXPANSION ANCHORS SHALL BE AS FOLLOWS:
A. INSTALLED IN CONCRETE
-SIMPSON TITEN HD (3/8", 1/2", AND 3/4"DIAMETERS) ICC-ES ESR-2713
-SIMPSON STRONG-BOLT, ICC-ES ESR-3037
-HILTI KWIK BOLT TZ, ICC-ES AC 193
-HILTI "HIT-HY 150 MAX-SD" EPOXY ADHESIVE LARR# 25881, ICC-ESR# 3013
-SIMPSON STRONG-TIE "SET-XP" STRUCTURAL EPOXY-TIE ANCHORING ADHESIVE LARR# 25744,
ICC-ESR# 2508
B.INSTALLED IN MASONRY
-HILTI KWIK BOLT 3,ICC-ES ESR-1385
-SIMPSON TITEN HD, ICC-ES ESR-2713
-SIMPSON WEDGE-ALL
2. INSTALLATION AND MIN. EMBEDMENT SHALL BE IN ACCORDANCE WITH SPECS. OR AS
SPECIFIED ON DRAWINGS, WHICH EVER IS GREATER.
3.CONTRACTOR TO FOLLOW MANUFACTURERS REQUIRMENTS FOR INSTALLATION OF
EXPANSION ANCHORS INCLUDING DRILL BIT DIAMTER, DRILLED HOLE DEPTH, MINIMUM EDGE
DISTANCE AND MINIMUM SPACING REQUIREMENTS.
4.WHERE ANCHOR BOLTS ARE SET IN MASONRY WALLS, FILLBLOCK CELLS WITH CONCRETE FOR
BOLTED COURSE AND ONE COURSE BELOW ANCHOR ELEVATION.
5.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL EPOXY
ANCHORS INSTALLATIONS.
6.ALL EPOXY ANCHORS SPECIFIED ON THE PLANS SHALL BE BY ONE OF THE FOLLOWING MANUFACTURER'S
AND SHOULD BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS:
A SIMPSON STRONG-TIE "SET-XP" STRUCTURAL EPOXY-TIE ANCHORING ADHESIVE LARR# 25744, ICC-ESR# 2508
B HILTI "HIT-HY 150 MAX-SD" EPOXY ADHESIVE LARR# 25881, ICC-ESR# 3013
7.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL EPOXY
ANCHORS INSTALLATIONS.
POST INSTALLED ANCHORS
DATE DESCRIPTION
REVISIONS
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
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GENERAL NOTES
NONE
TYPICAL SLAB ON GRADE DETAILS1
NONE
TYP. REINFORCING INTERSECTION DETAIL4NONE
TYPICAL MANDITORY TRENCH FORMING3NONE
TYPICAL REINFORCING DETAILS2
-
2DETAIL TYP
LAP PER TYP REINF
TYP.TYP.
4" U.N.O.
AT CONTRACTOR'S OPTION
"KEYED KOLD JOINT" OR EQUAL LOCATED
2" x 4" CONT. SHAPED KEY OR "BURKE"
B-TYPICAL CONSTRUCTION JOINT (C.J.)
6"
1'-6"# 4 @ 18" O.C.
SUBSEQUENT POURFIRST SLAB POUR
6"
(WHERE CONTINUOUS POUR IS USED)
2" CLEAR SAND OVER GRIFFOLYN
28 DAYS OR "BURKE", "PLASTIC ZIP STRIP JOINT
SLAB POUR. FLEXIBLE EPOXY RESIN FILL AFTER
MAX. (400 SQ. FT.) EA. WAY WITHIN 24 HOURS OF
1/8" DEEP X CONT. SAWCUTS @ 20'-0" O.C.
A-TYPICAL CONTROL JOINT (C.T.J.)
SLAB, U.N.O.
WAY AT CENTER OF
#4 @ 18" O.C. EA.
C-TYPICAL SLAB DEPRESSION/CURB
4"
#4 @ 18" O.C. EA. WAY AT CENTER
OF SLAB, U.N.O.
SEE PLAN AND ARCHITECTURAL
FOR DEPRESSION OR CURB
2-#4 CONT.SEE
ARCH,L.
1'-0"6"
4" U.N.O.
#4 x L @
18" O.C.
U.
N
.
O
.
U.
N
.
O
.
4"
RADIUS
TOOLED
CONT.
2-#4
CL
R
.
MI
N
.
3"
1'
-
0
"
8"
D-TYPICAL EDGE OF SLAB
NOTES:
PLUS 2"
FOOTING WIDTH
FOOTING SECTION
MITTED WITHIN
STAKES NOT PER-
FULLY FORMED
GRADE UNLESS
PERMITTED BELOW
FORMWORK NOT
EXPOSE COARSE AGGREGATE
ALL LAITANCE AND SCUM TO
AFTER SET CLEAN TO REMOVE
TYPICAL
2x PLANKING CONT.
TO FOUNDATION POUR
OF FOOTING PRIOR
CLEAN OUT BOTTOM
CLEAN OUT TYP.
6" MIN CONT.
1
1
3 1/8" HIGH STARTER WALL FOR
CONCRETE & MASONRY WALLS
WHEN BOTTOM OF WALL STEM
1. FOUNDATION CONCRETE MAY
BE PLACED DIRECTLY INTO
EXCAVATION (AS SHOWN)
PROVIDED THE TRENCH WALLS
ARE STABLE AS DETERMINED
BY THE GEOTECHNICAL ENGINEER.
2. FOUNDATIONS SHALL BEAR ON ACCEPTABLE SOIL,
PER THE SOIL REPORT, AS DETERMINED BY THE
GEOTECHNICAL ENGINEER.
9"
1
2
5"
PIPE SLEEVE FOR
PIPE RAIL WHERE
OCCURS, SEE
ARCH'L.
4" MIN. U.N.O.
ON PLAN AS 6"
6"
6"6"
E-UNDERGROUND DUCT
DUCT, SEE
MECH'L.
1A
-
ADD #4x5'-0"
@ 18" (T)
1"
M
I
N
.
6"
M
I
N
.
F-AT FLOOR TRENCH
6"
6"ADD #4 @ 12"
(MIN. 2 PER SIDES)
COORD. WITH
PLUMB'G. AND
KITCHEN DWG.
IS LESS THAN 3 1/8" ABOVE GRADE
FORMER" OR EQUAL.
VAPOR-GUARD AND 2" CLEAN SAND
UNDER VAPOR-GUARD OVER 6"
GRAVEL SUB-BASE (SEE SPECS.-
TYPICAL)
SUB-GRADE SOILS SHOULD BE MOISTURE
CONDITIONED TO OPTIMUM MOISTURE
CONTENT, TO 3% ABOVE OPTIMUM MOISTURE
CONTENT TO A DEPTH OF 12 INCHES AND PROOF
COMPACTED TO 90% OR GREATER RELATIVE
COMPACTION BASED ON CURRENT ASTM D1557 PROCEDURE
IMMEDIATELY BEFORE PLACING THE GRAVEL MATERIAL,
THE MOISTURE BARRIER, OR PLACING CONCRETE
U.N.O.
1-# 5 VERT. TYP.
DOUBLE CURTAIN REINFORCING
SINGLE CURTAIN REINFORCING
CORNER INTERSECTION JAMB
DETAIL
REINFORCING
HOOK
ALTERNATE
FOR DIMENSION TYP.
SEE PLAN AND SECTIONS
PER TYPICAL
LAP REINFORCING
2-#5 VERT. U.N.O.
4-#5 VERT.
U.N.O.
2-#5 VERT.
U.N.O.
2-#5 VERT. U.N.O.
HOOK REINF.
PER TYPICAL
REINFORCING
DETAIL-TYP.
HORIZONTAL
REINFORCING
TYP.LAP REINFORCING PER
TYPICAL REINFORCING DETAIL
CONC. OR MASONRY
SEE PLAN - TYP.
0"
TY
P
.
SEE SCHEDULE FOR
THE BARS, EXCEPT IN WALLS.
OF CONCRETE CAST BELOW
BARS WITH MORE THAN 12"
BY 1.3 FOR HORIZONTAL
* MULTIPLY LENGTHS SHOWN
#11 8'-4"
#10 7'-6"
#9 6'-8"
#8 5'-11"
#7 5'-2"
#6 3'-7"
#5 3'-0"
#4 2'-4"
#3 1'-9"
SPLICE LENGTH *
90 DEG. BEND
EACH SIDE.
PROVIDE 135° BEND
SLAB OCCURS EITHER SIDE
90 DEG. BEND TYP. ON SLAB
SIDE WHERE SLAB OCCURS
ONLY ONE SIDE. IF NO
SIDES OF BEAM OR LOCATE
IF SLAB OCCURS BOTH
ALTERNATE CAP DIRECTION
BEND
135 DEG.
SHALL BE AS INDICATED, U.N.O.
ALL HOOKS, BENDS & LAPS
SLOPE
MAX.
CAP STIRRUP
135 DEG. BEND
LAP SPLICE
180 DEG. BEND OFFSET 90 DEG. BEND
'd' BAR DIAMETER
4" MIN.6
d
4d
TOGETHER - TYP.
WIRE REINFORCING
'd'
'd' BAR DIAMETER
CONCRETE SPLICE LENGTH
BAR DIAMETER
8d FOR #9, #10, AND #11
6d FOR #3 THRU #8
'D' = BAR BEND DIAMETER
2 1/2" MIN.
4d
12
d
6
1
'D'
'D
'
'D
'
'D
'
6"
M
I
N
.
NOTE:
CAP STIRRUPS MAY BE USED
IN BEAMS U.N.O.
50 d - 2'-0" MIN. MASONRY
DATE DESCRIPTION
REVISIONS
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SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
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No. C
S101
DETAILS
NONE
EXTERIOR FOUNDATION WALL SECTION3NONE
TYP. PERIMETER FOOTING2NONE
TYP. (N) FOOTING CONN. TO (E) FOOTING1
NONE
TYPICAL NON BEARING WALL DETAIL4
SHT'G
B.N.
2x STUDS @ 16''
P.T. SILL PLATE W/ A.B.
PER SW SCHEDULE
SLAB ON GRADE
PER PLAN
4" MIN. GRANULAR FILL
FOUNDATION ANCHOR,
MIN. 5/8"Ø @ 6'-0" O.C, 12" FROM END ,
2-MIN PER PLATE, W/ 3x3x3/16 WASHER
#4 DOWELSx30''
LONG @ 18'' O.C.,
(2) MIN. AT STEM
USE SET-XP EPOXY
LARR #25744
NEW FOOTING
(E) SLAB ON GRADE
(E) FOOTING
U.N.O.
W/ 0.157"Ø SHOT PINS
2x U.N.O. P.T.D.F. SILL PLATE
2x STUDS @ 16" O.C.
1
S101
10" MIN.
13
"
@ 32" O.C. (ICC ESR-2138)
6"
SEE FOUNDATION PLAN
T
8"
MI
N
.
FOR SIZE
#4 @ 12" O.C.
2-#4 CONT.
AT TOP AND
BOTTOM
2"
CL
R
.
3"
TY
P
.
3"
TYP.
(E) PLYWOOD
(E) 2x4 STUDS @ 16" O.C.
(E) FLOOR JOIST
(E) PLYWOOD FLOOR
SHEATHING
(E) FOOTING TO
REMAIN
NEW SLAB
5/8"Ø HOLES x6" DEEP,
@ 32" O.C. INSERT REBAR
IN NON- SHRINK GROUT
NONE
TYPICAL ISOLATED POST DETAIL5
3"
C
L
R
.
POST SEE PLAN
ADD 2-#4 DWLS x
1'
-
6
"
1'-0"
SEE PLAN
2'
-
0
"
M
I
N
.
2-5/8" BOLTS
SIMPSON CB TYPE BASE
1"
2"
2"
#4 @ 12" O.C.
FOR REINFORCING
(E) SLAB ON GRADE
6"
(2) - #4 DOWEL
USE SET-XP EPOXY
LARR #25744
6"
SEE ARCH'L.
2-#4 CONT.
#4 DOWELS @ 18" O.C.
USE SET XP EPOXY
LARR #25744
(E) FOOTING
NONE
CURB TO (E) FOOTING AT EXTERIOR DOOR INFILL6
DATE DESCRIPTION
REVISIONS
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
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I
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ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
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No. C
S102
DETAILS
NONE
TYPICAL FRAMED OPENING DETAIL3NONE
TYP. PLYWOOD NAILING DETAIL2NONE
TYPICAL PLYWOOD ROOF SHEATHING DETAIL1
NONE
TYPICAL NOTCH AND BORED HOLES IN STRUCTURAL MEMBERS DETAIL4
DISTANCE-TYP.
3/8" MIN. EDGE
SHT. = 24")
(MIN. DIM. OF ANY
PLYWOOD SHEATH.
4'-0" x 8'-0" TYP.
FIELD NAILING
EDGE NAILING
10d @ 10"
10d @ 4" TYP.
OF RAFTER
JOINT TO BE CL
EDGE OF PLYWD.
PLYWOOD SHEATHING
5/8" STRUCTURAL I
FACE GRAIN
DIRECTION OF
JOINT
STAGGER
FOR JOIST SIZE & SPACING
SEE PLAN
EDGES TO BE BLOCKED.
TOE NAIL 2-10d EACH END. ALL
2x4 FLAT BLK'G. BTWN. RAFTERS
STAGGER ROWS
TYPICAL EDGE
SECTION AT FLAT BLOCKING
NAILING
PER PLAN
E.N. OR B.N.
FRAMING MEMBER.
*1/2" FOR 3x OR LARGER
STUD OR JOIST
PLYWOOD SHEATHING
EDGE DISTANCE
3/8" * MIN. LUMBER
EDGE DISTANCE
3/8" * MIN. PANEL
EXPANSION GAP
E.N. OR B.N.
PER PLAN
3/8" MAX.
2
-
10d @ 4" TYP.
BOUNDARY NAILING
U.N.O.
TJI RAFTERS SIMILAR.
JOIST RAFTERS AS SHOWN.
NOTE:
AROUND OPENING
BOUNDARY NAILING
SIMPSON "U" OR
"F" TYPE HANGERS
TYPICAL
OPENING
4'-0" MAX.
SE
E
P
L
A
N
S
MA
X
.
16
"
O
R
2
4
"
SE
E
P
L
A
N
S
16
"
O
R
2
4
"
M
A
X
.
6'-0" MAX.
AROUND OPENING
BOUNDARY NAILING
TYPICAL
"F" TYPE HANGERS
SIMPSON "U" OR
DOUBLE RAFTERS
CORNER
SIMPSON ST12 EA.
OPENING
RAFTER
DOUBLE RAFTERS
PLYWOOD
@ SHEAR WALLS
12"
MIN.OTHERWISE
TYP.
SIZE SEE SCHED.
MAX.
WIRES OR CABLE
PIPES, ELECTRICAL AND
STOPS AT ALL PLUMBING
PROVIDE SIMPSON NS NAIL
SIMPSON SS STUD SHOE
MIN. 2-16d EA. SIDE OR
PROVIDE MIN. 1/8" THK.x
1 1/2" METAL STRAP W/
MIN. 2-16d EA. SIDE
1 1/2" METAL STRAP W/
PROVIDE MIN. 1/8" THK.x
.40 "W" NON BEARING
.25 "W" BEARING STUDS
MIN. TYP.
5/8" CLR.
SEE SCHED. TYP.
FOR HOLE SIZE6"
M
I
N
.
MA
X
.
8"
W
STUD ELEVATION
BETWEEN NOTCHES
6'-0" MIN.
OF NOTCH TO EA. PLATE
8-10d @ W=5 1/2 @ EA. SIDE
W/ 6-10d @ W=3 1/2 @ EA. SIDE
11 GA. x 3 1/2" STRAP
SIDE VIEW
3" MAX.12" MIN.
TOP PLATE PLAN VIEW
NOTCHES AT SHEAR WALLS
6'-0" MIN. BETWEEN
MI
N
.
T
Y
P
.
1"
C
L
R
.
5 1/2 AT W=5 1/2"
3 1/2 AT W=3 1/2"
6" TO 9"
MAX.
12" MIN.
W/
4
W
LEDGER ELEVATION LEDGER ELEVATION
Ø
M
I
N
.
4
B
O
L
T
W
W/
5
7"
4 HOLE Ø MIN.
8"7"
MIN.
6"
HOLE AT CORNER
BORE 3/4"Ø STARTER
SAWCUT CORNER
DO NOT OVER
JOIST SEAT NOTCH
BEAM/JOIST/RAFTER ELEVATION
FOR BORED HOLE
OR BEAMS UNLESS DETAILED
NO NOTCHES IN WOOD JOIST
MI
N
.
W
/13
W
SPAN/3
MORE THAN
W/3
W/8
STUD
SILL PL
DBL.TOP PL
LEDGER
BEAM
RAFTER
JOIST
DIAMETER
MAX. HOLEMEMBER
DRILLED HOLE SCHEDULE
FROM PLYWOOD.
NOTCH TO BE ON OPPOSITE SIDE OF TOP PLATE AND SILL PL
PRE-DRILL CORNERS OF NOTCHES.
ALL HOLES ARE TO BE DRILLED.
REINFORCE AS PER GENERAL NOTES.
B) WHERE BOLT IS LESS THAN 5/8" CLEAR OF MEMBER EDGE,
STUDS - REPLACE STUD.
TOP PL - PROVIDE REINF. AS PER DETAIL
A) WHERE NOTCH OR DRILLED HOLE SIZE EXCEEDS ALLOWABLE:
TOP PLATE AND STUD NOTES:
C) ALL OVERSIZED BOLT HOLES SHALL BE DRYPACKED.
IN SILL PLATE.
ADDITIONAL A.B. OR HLTI KWIK BOLTS (4" EMBED. MIN.)
B) WHERE BOLT IS LESS THAN 1" CLEAR FROM EDGE, PROVIDE
AT EA. SIDE OF NOTCH.
PROVIDE ADDITIONAL A.B. (OR 7" LONG HILTI KWIK BOLTS)
A) WHERE NOTCH IS GREATER THAN NOTED AT SILL PLATE (SEE
SILL PLATE NOTES:
"W" DENOTES WIDTH OF WOOD MEMBER.
6.
5.
4.
3.
2.
1.
NOTES:
6
S104
DATE DESCRIPTION
REVISIONS
STAMP
I
N
F
O
@
V
B
A
C
G
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C
O
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6
2
6
2
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1
-
4
7
0
3
T
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6
2
6
3
1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
N
E
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S103
DETAILS
NONE
TYPICAL WALL INTERSECTION DETAILS3NONE
TYPICAL PIPES OR CONDUIT AT PLATES2NONE
TYPICAL SILL BOLT DETAIL1
*
AND POUR JOINTS
ADD LENGTH FOR CURBS
7" MIN. EMBEDMENT
FLOOR
FINISH
*****
*
1/4x2 1/2"x2 1/2" PLATE WASHER
NOTES:
DO NOT COUNTER BORE ANCHOR BOLTS.1.
PRESERVATIVE HAS BEEN REMOVED.
THE ENFORCEMENT AGENCY ON ALL EXPOSED SURFACES FROM WHICH
BE TREATED WITH A PRESERVATIVE & APPROVED BY THE ENGINEER &
TREATED WOOD SILL PLATE WHERE CUT DRILLED OR NOTCHED SHALL2.
USE SQUARE WASHERS AT ALL SILL PLATES.3.
WALL SCHEDULE FOR REQ'D. SPACING @ SHEAR WALLS.
SHALL NOT BE DRILLED OR NOTCHED UNLESS SO SHOWN ON DRAWINGS.
PLACED 9" EACH SIDE OF CUT. PLATES LESS THAN 6" IN WIDTH
OR NOTCHED MORE THAN 1/3 ITS WIDTH, SILL BOLTS SHALL BE
SILL BOLTS, SEE GENERAL TIMBER NOTES. WHERE PLATE IS DRILLED4.
5.
5/8"Øx12" (L) @ 4'-0" O.C. MAX. ANCHOR BOLTS - SEE SHEAR
ALL OVERSIZED BOLT HOLES SHALL BE FILLED WITH EPOXY.
9" MAX. & 5" MIN. EXCEPT AS REQUIRED
OTHERWISE BY STUD ANCHOR LOCATION
6-16d
PIECE 3x FLAT
PLATE
3x SILL PL.
ANCHOR BOLT
2x BLKG. EA. SIDE
OF A.B. HEAD
WOOD STUDS
AT 16" O.C.
SEE NOTE #3
w
CUT HORIZ. LEG
OF ANGLE
1/4" BENT PL W/
2 BOLTS @ EA. END
ETC.
PLUMBING, AIR DUCT
4"7"1 1/2"
1
1
/
2
"
CL BOLTS
& TOP PL
NOTES:
2x6 TOP PLATE USE 1"Ø BOLTS.
PLAN
MAX.
ELEVATION
1. NO TOP PLATE SPLICE OCCUR WITHIN 6'-0" OF PIPE.
2. DETAIL APPLIES WHERE DRILLED HOLE EXCEEDS W/3
NOTCH EXCEEDS W/4 OR TOP PLATE IS INTERRUPTED.
3. AT 2x4 TOP PLATE USE 3/4"Ø BOLTS,
4
-
DOWNS WHERE SHOWN.
FOR DETAILS AT HOLD-
NOTE: REFER TO
F
SN.
EN.
E
C D
EN.
SN.
SN.
EN.
SN.EN.
EN.
EN.
B
SN.
EN.
A
WALL SHEATHING
SEE PLAN
4x MEMBER
E.N.
E.N.SEE PLAN
2x STUDS
TYP. 1" DRYPACK
UNDER SILL PL
NONE
TYPICAL SHEARWALL INTERSECTION DETAIL4
2"
M
I
N
.
SCHED. BELOW
2"
M
I
N
.
O.C. STAGG'D.
3x
H
2"
M
I
N
.
2"
M
I
N
.
S.N. - SEE
S.N.
STUD W/
3/4"
BOLT SPC'G.
18"O.C.
STUD
THK.
2x16"O.C.
SPC'G.
LAGSTUD
SCREWTHK.
2x
STUD W/LAG SCREW
5/8"Øx6"
THRU BOLTS
3/4"16"O.C.3x12"O.C.2x 5/8"Øx6"
STUD
NAILED STUD
THK.
2x
2 ROWS
16d @ 4
NAIL
NAIL
SPACING
4"O.C.
2x
2 ROWS
16d @ 33"O.C.
SCHEDULE FOR SHEAR WALL STUD ATTACHMENT TO HOLDOWN POST
A
E.N.S.N.
E.N.
E.N.
E.N.
D
S.N.E.N.
B C
E.N.
E
E.N.
E.N.F GE.N.
E.N.
2 ROWS 16d @ 3"
SEE NOTES ON
S108
4
1/2"Ø WELDED
@ 24" MAX. SPACING
16" MAX. FROM EA.
END OF NAILER
TYP
3/16
J
E.N.
NOTE: S.N. DENOTE STUD NAILING
TYP. FOR HOLDOWNS
SEE 3
S104
THREADED BOLTS
K
DATE DESCRIPTION
REVISIONS
STAMP
I
N
F
O
@
V
B
A
C
G
.
C
O
M
T
|
6
2
6
2
4
1
-
4
7
0
3
T
|
6
2
6
3
1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
NE
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S104
DETAILS
2-
1
/
2
"
10d @ 6" O.C.
3/4" PLYWOOD W/
2-16d EACH BD.
2x4 FLAT
SET IN MASTIC
6x REDWOOD SLEEPER
SIMPSON U26
6-16d COMMON HEADER
4-10d X 1 1/2" JOIST
SIMPSON TS18 TWIST STRAP
@ 3'-0" O.C. AT RAFTERS-
TYP. 4 SIDES OF PLATF.
12-8d X 1 1/4"
8"
MI
N
.
NOTE: SEE MECHL. FOR PLATFORM SIZE & EQUIPT. CONN.
SIMPSON A35 @ 3'-0" O.C.
DRILL HOLE IN PLYWOOD AS REQD.
14-16d COMMON
RAFTER
4x SEE PLAN
LEVEL
4x CONT.
SLEEPER, TYP.3/4" PLYWD. SHTHG.
10d @ 6" EDGES &
12" INTERMED.- TYP.
4 SIDES
NONE
MECHANICAL EQUIPMENT ANCHORAGE DETAILS1
NONE
SURGICAL LIGHT SUPPORT FRAMING AND ANCHORAGE DETAIL2
EQUIPMENT SCHEDULE
EQUIPMENT ANCHORAGE TO PLATFORM
METHOD PLATFORM TYPEWEIGHT
PROVIDE SIMPSON SDS
25412 SCREWS @ 12" O.C.
AROUND THE PERIMETER
MIN. 4 SCREWS EA. SIDE
RTU-1, RTU-2 1100 LBS TYPE-1
PROVIDE (4) SIMPSON SDS
25412 SCREWS (1) AT EA.
CORNER
H-1, H-2 120 LBS TYPE-2
PROVIDE (4) SIMPSON SDS
25412 SCREWS (1) AT EA.
CORNER
ACC-3 250 LBS TYPE-2ACC-1, ACC-2,
1A EQUIPMENT SCHEDULE
SEE SCHEDULE
FOR CONN. CURB
TO PLATFORM
2x6 @ 16" O.C.
PROVIDE 3x6 AT
THE EDGE
1B PLATFORM TYPE - 1
1C PLATFORM TYPE - 2
MI
N
.
PROVIDE SIMPSON
SDS25800 W/
PRE-DRILLED HOLES 6"
FROM ENDS & 12" O.C.
MIN. 2 SCREWS
SEE SCHEDULE
FOR CONN. CURB
TO PLATFORM
(N) 4x BLKG. OR (N) 3x
STUD SISTERED TO
(E) STUD
CONN. (N) BEAM
TO (E) TRUSS MEMBER
W/ (2) A35 CLIPS TYP.
(N) HSS 8x3x1/4 FLATS
TOTAL 3 W/ 3 SIMPSON
SDS 25600 AT EA. END
(N) 4x4 BLKG. W/ A35
CLIPS EA. SIDE EA. END
(N) 4x BEAM
PER PLAN
(N) 4x CONT. BEAM
PER PLAN
SIMPSON CS16 STRAP
W/ (10) 0.148" x 2 1/2"
FASTENER AT EA. END
OF THE STRAP. PROVIDE (8)
#9 SMS AT STEEL BEAM
(E) WOOD TRUSS
BOTTOM CHORD
MEMBER @ 4'-0" O.C.
2'
-
0
"
2'
-
0
"
2'
-
0
"
1/2" THK. WASHER
PLATE TO MATCH
STRUCTURAL PL.
DIMENSIONS
7/8" THICK
STRUCTURAL PL.
MOUNTING PL.
ASSEMBLY BY
MANUF.
HSS FLATS
PER PLAN
5
1
/
2
"
MI
N
.
A A
SECTION 'A-A'
BY CONTRACTOR
SURGICAL LIGHT MAX.
OPERATING WEIGHT = 250#
3/8" DIA. THRU
BOLTS
5/8 DIA. THRU BOLTS
NOTE:
SEE EQUIPMENT CUTSHEET FOR MOUNTING, AND
STRUCTURAL PLATE DETAILS AND BOLTS
DATE DESCRIPTION
REVISIONS
STAMP
I
N
F
O
@
V
B
A
C
G
.
C
O
M
T
|
6
2
6
2
4
1
-
4
7
0
3
T
|
6
2
6
3
1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
N
E
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S105
DETAILS
NONE
TYPICAL TOP PLATE SPLICE DETAIL2NONE
TYPICAL SHEAR WALL DETAIL AND SCHEDULE1
NONE
TYPICAL HOLD DOWN ANCHOR DETAILS3
MARK
WALL TYPE
SHEAR
(6) ALL NAILS SHALL BE COMMON NAILS, SINKER OR BOX NAILS ARE NOT PERMITTED.
(7) OVER DRIVEN NAILS INTO PLYWOOD SHEATHING IS NOT ACCEPTABLE. ANY SHEATHING
(5) MINIMUM PANEL DIMENSION IS 1'-0". USE FULL SIZE PANELS WHERE POSSIBLE.
(4) PROVIDE 1/2" MIN. SEPARATION BETWEEN THE STRUCT. PLYWOOD & CONCRETE.
(3) PROVIDE 3/8" NAILING EDGE DIST. FOR 2x BLK. & 1/2" E. DIST. FOR 3x BLKG.
(2) PROVIDE BLKG. @ ALL PLYWOOD JOINTS.
(1) NAILS TO BE STAGGERED AT ADJOINING PANEL EDGES.
SILL BOLTS SEE SCHEDULE
HOLDOWN
STUDS
WOOD
CONC.
TOP OF EN
PLYWOOD PANEL
EN
SEE SCHED.
DBL. PL.
EN
DI
M
.
T
Y
P
.
16
"
M
I
N
.
TR
I
M
M
E
R
EN
PO
S
T
EN
SEE SCHED.
BLOCKING
EDGES TYP.
EN
EN
FN
OR BLOCKING
ADJOINING PANEL
SILL NAILING
EN
RIM JOIST
WITH OVER DRIVEN NAILS SHALL BE REPLACED AT CONTRACTORS EXPENSE.
PLYWOOD SHEAR WALL SCHEDULE
5/8"Ø @ 12"O.C.
5/8"Ø @ 24"O.C.
SILL BOLTSEDGE NAIL
NAIL SIZE AND SPACING
SHEAR WALL NAILING (1)
15/32
15/32
PLYWOOD THICKNESS
10d
1
1
2
4
SIZE
NO. OF
SIDES
E.N.
3x
3x
BLOCKING SILL OR
STUD WIDTH AT ADJOINING
PANEL EDGES
12
12
F.N.
FIELD NAIL
WALL STUD
OVER CL OF
SPLICE PLATE
SPLICE
6-16d EA. SIDE OF
TYPE "A" 2 ROWS
OF SPLICE
12-16d EA. SIDE
TYPICAL SPLICE
4'-0" MIN.
16d @ 16"O.C.
2" TYP.
4'-0" MIN.
FOR TYPE "B" 3-3/4"Ø,
FOR TYPE "C" 5-3/4"Ø
FOR TYPE "D" 5-7/8"Ø
TYPE 'A'
TYPE 'B', 'C' & 'D'
NOTE
TYPICAL DO NOT
COUNTER BORE
BOLTS
SEE PLAN
(SEE NOTE 11)
5 1/4" FOR 3/4" Ø M.B.
6 1/4" FOR 7/8" Ø M.B.
3" FOR 3/4" Ø M.B.
3 1/2" FOR 7/8" Ø M.B.
ALLOWABLE
870 PLF
670 PLF
P.T. SILL PL OVER
1" DRYPACK-TYP.
UNIT SHEAR
(8) ALL STRAPS TO BE PLACED OVER TOP OF PLYWOOD.
ANCHOR BOLT
PER SCHEDULE
(THREADED ROD)
SIMPSON SDS SCREWS
1/4"x2 1/2" PER SCHEDULE
NOTE:
TIE HOLDOWN ANCHORS IN PLACE
PRIOR TO FOUNDATION INSPECTION.
Ž WASHER 3"x3"x1/4"
W/ DBL. NUTS AS SHOWN
1 3/4" EDGE
DISTANCE
P.T. SILL
SIMPSON HOLDOWN
(L.A.R.R. #25720
ICC-ESR-2330)
END POST OF PLYWOOD
SHEAR PANEL (PER SCHED.)
PE
R
S
C
H
E
D
C
D
10d
HOLDOWN ANCHOR BOLT SCHEDULE
SIMPSON HD
TYPE
SIMPSON HDU SERIES PER ICC ESR-2330
SIMPSON HD SERIES PER ER-143
ANCHOR
SIZE
ANCHOR
TYPE
EMBED INFO
@ FTG.
TYPE POST
SIZE FASTENING REMARKS
HDU-11 1" Ø SIMPSON
PAB7
le=8 1/2"
de=13"4x6 30-SDS1/4 x 2 1/2"
SCREWS -
HDU-4 5/8" Ø SIMPSON
SSTB24 le=20 5/8"4x4 10-SDS1/4 x 2 1/2"
SCREWS -
(9) IF SHEAR WALL ASPECT RATIO EXCEEDS 2:1 NOMINAL SHEAR CAPACITY SHALL BE MULTIPLIED
BY ASPECT RATIO FACTOR = 1.25 - 0.125h/bs DATE DESCRIPTION
REVISIONS
STAMP
I
N
F
O
@
V
B
A
C
G
.
C
O
M
T
|
6
2
6
2
4
1
-
4
7
0
3
T
|
6
2
6
3
1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
NE
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S106
DETAILS
NONE
TYPICAL WALL FRAMING DETAILS2NONE
TYPICAL WOOD BEAM FRAMING DETAILS1
NONE
(E) WINDOW INFILL3
SIMPSON CC COLUMN CAP
W/ 5/8"Ø BOLTS IN SAWN LUMBER
3/4"Ø BOLTS IN GLU LAM
POST - SEE PLAN
NOTE: AT DETAIL "1C"
USE CONT. BEAM
& OMIT STRAP
SIMPSON MST 60 STRAP TIE
NAILED W/ 16d x 2 1/2" LONG
2-2x4 MIN. POST
W/ 5/8"Ø BOLTS IN SAWN
GLU LAM TIMBER
LUMBER 3/4"Ø BOLTS IN
F
SEE PLAN
BEAM -TYP.
SIMPSON A35
CLIP EA. SIDE
A
2x4 EA. SIDE
OF BEAM
AT 16" O.C.
2x4 STUDS
WOOD POST OR
MULT. STUDS
G
2x4 STUDS
AT 16" O.C.
16d@12" O.C.
UNDER BEAM
STRAP TIE (NAILED)
SIMPSON MST 48
POST - SEE PLAN
BEAM -
SEE PLAN
B , C
TIMBER
ROTATE SIMPSON CC STRAPS AND BOLT HEADS
TO BE LOCATED WITHIN THE WALL FRAMING SO
NOT INTERFERE WITH ARCHITECTURAL FINISHES.
SIMPSON CC COLUMN CAP
NOTES:
OF BEAM
2x4 EA. SIDE
H
16d@12" O.C.
AT 16" O.C.
2x4 STUDS
UNDER BEAM
2-2x4 MIN. POST
SIMPSON MST 48
STRAP TIE (NAILED)
EA. SIDE
SEE PLAN
BEAM -
4-16d
BLOCKING AS
DIFFERENCE IN
REQUIRED FOR
BEAM HEIGHT
D
OF BEAM
2-2x4 MIN. POST
UNDER BEAM
2x4 STUDS
AT 16" O.C.
16d@12" O.C.
J
SEE PLAN
2x4 EA. SIDE
EA. SIDE
4-16d
BEAM -
POST -
SEE PLAN
E
PROVIDE FILLER
BEAM -
SEE PLAN
SIMPSON ECCLL
COLUMN CAP
BOLTED
BEAM - SEE PLAN
FOR SIZE
SPLICE WHERE OCCURS
1.
SEE PLAN FOR BEAM SLOPE - SLOPE COLUMN CAP
WITH SAME SLOPE.
2.
5" MIN.
SIMPSON A35 T&B
2-16d EA. STUD 11'-0" HIGH
OR LESS; 3-16d EA. STUD
OVER 11'-0", TYP.
SOLID LINTEL-SEE SCHEDULE
SIMPSON A35
2x FIRE BLK'G. AT MID-HGT.
(8'-0" MAX. SPACING)-TYP.
STUDS 3x6 @ 16" U.N.O.
2-2x SILLS
3x STUDS & JAMBS; 1 TRIMMER
PLUS 1 STUD MIN. SEE SCHED.
FOR NUMBER
5" MIN.; 9" MAX.
5/8" Øx7" LONG ANCHOR (SILL) BOLTS
AT EA. END & AT 48" O.C.-TYP. U.N.O.
NOTE:
USE LINTEL DEPTH AS SHOWN
IN SCHEDULE UNLESS
OTHERWISE NOTED ON PLANS
2-10d T.N. EA. SIDE
OF STUD TO BRG. TYP.
2x PRESSURE TREATED
SILL PL (3x PL @ SHEAR
WALL
2-10d EA. END
OF FIRE BLKG.
2-2x PL MIN.
W/ 16d @
16" O.C. MAX.
TOP PL SPLICE
OVER STUD
3-16d EA.
END
OPENING
SIZE
LINTEL DEPTH
(WIDTH TO
MATCH STUD)
NUMBER
FULL HT.
STUDS TRIMMER
1
1
2
2
TO: 3'-4''
6'-4''
9'-4''
12'-4''
2
3
3
3
6''
8''
12''
14''
2x2x1/4" WASHER PL
W/ DOUBLE NUTS TYP.
(E) WINDOW
FRAMING-TYP.
(N) 2x @
16" O.C.-TYP.
NOTE:
FOR INFORMATION NOT SHOWN SEE .1
-
(N) DOOR INFILL
HEIGHT TO MATCH
(E) ADJACENT WINDOW
U.N.O.
6'-0" MAX.
TYPICAL
"F" TYPE HANGERS
SIMPSON "U" OR
(E) DOUBLE FLOOR JOIST
(E) DOUBLE FLOOR JOIST
NONE
(E) TYPICAL FLOOR OPENING INFILL DETAIL4
OPENING FRAMING (N) 2x12 FLOOR JOIST
INFILL, TYP.
DATE DESCRIPTION
REVISIONS
STAMP
I
N
F
O
@
V
B
A
C
G
.
C
O
M
T
|
6
2
6
2
4
1
-
4
7
0
3
T
|
6
2
6
3
1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
N
E
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S107
DETAILS
NONE
SHEAR TRANSFER AT EAVE5NONE
ROOF OVERHANG SECTION4
SHEAR WALL PER PLAN
CONTINUOUS DOUBLE TOP PLATES
A35 PER S/W SCHED.
2x BLKG.
RAFTER PER PLAN
B.N.
B.N.
ROOF SHEATHING PER PLAN
NONE
(E) TO NEW WALL CONNECTION DETAIL3NONE
MULTIPLE-PLY BEAM DETAIL2NONE
SECTION1
CONNECTION OF TOP LOADED AND SIDE LOADED MULTIPLE PLY BEAMS
1 3/4 '' WIDTH PIECES:
(2) PLIES:
UP TO 12'' DEEP BEAMS: 3 ROWS 10d COMMON NAILS @ 12'' O.C. ON SIDE
14'' AND DEEPER BEAMS: 3 ROWS OF 10d COMMON NAILS @ 6'' O.C. ONE SIDE
(3) PLIES:
UP TO 12'' DEEP BEAMS: 3 ROWS 10d COMMON NAILS @ 12'' O.C. EA. SIDE STAGGERED
14'' AND DEEPER BEAMS: 3 ROWS OF 10d COMMON NAILS @ 6'' O.C. EA. SIDE STAGGERED
(4) PLIES:
UP TO 12'' DEEP BEAMS: 2 ROWS OF 1/2'' Ø A307 BOLTS W/WASHERS @ 16'' O.C.
OR (2) ROWS OF SIMPSON SDS 1/4'' x6'' SCREWS @ 16'' O.C.
14'' AND DEEPER BEAMS: 3 ROWS OF 1/2'' Ø A307 BOLTS W/WASHERS @ 16'' O.C.
OR (3) ROWS OF SIMPSON SDS 1/4'' x6'' SCREWS @ 16'' O.C.
NOTE: NAILED CONNECTIONS REQUIRE AN ADDITIONAL ROW OF NAILS WHEN NAIL
SIZE IS SMALLER THAN SPECIFIED ABOVE.
3 1/2 '' WIDTH PIECES:
MINIMUM OF 2 ROWS 1/2 '' BOLTS AT 24'' O.C. STAGGERED
JOISTS TO SILL OR GIRDER, TOENAIL ................................................................ 3-10d
BRIDGING TO JOIST, TOENAIL EACH END ............................................................ 2-10d
JOISTS TO BLOCKING, END NAIL .......................................................... 16d top & bott.
RIM JOIST TO JOISTS, END NAIL .......................................................... 16d top & bott.
FLOOR JOIST LAP @ BEARING, FACE NAIL ......................................................... 2-16d
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL ..................................... 6d @ 16'' oc
STUD TO TOP PLATE, END NAIL ........................................................................... 2-16d
STUD TO SOLE PLATE ................................................... 4-10d, toenail or 2-16d,end nail
DOUBLE STUDS, FACE NAIL ................................................................... 16d @ 24'' oc
DOUBLE TOP PLATES, FACE NAIL ............................................................ 16d @ 16'' oc
DOUBLE TOP PLATES, LAP SPLICE, FACE NAIL ................................................. 8-16d
DOUBLE TOP PLATES, INTERSECTIONS, FACE NAIL .......................................... 2-16d
13CEILING JOIST TO PLATE, TOENAIL ................................................................ 3-10d
CEILING JOIST, LAP OVER PARTITIONS, FACE NAIL ......................................... 3-16d
CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL ......................................... 3-16d
RAFTER TO PLATE, TOENAIL ............................................................................... 3-10d
RAFTER TO RIDGE .............................................................................................. 2-16d
BUILT-UP CORNER STUDS ..................................................................... 16d @ 24'' oc
POST TO PIER PAD, TOENAIL ............................................................................. 3-16d
GIRDER TO POST, TOENAIL ............................................................................... 3-16d
2X PLANKS, FACE NAIL @ BEARING ................................................................... 2-16d
1X6 SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL .......................................... 2-10d
1X8 & WIDER SUBFLOOR TO EACH JOIST , FACE NAIL ........................................ 3-10d
2X SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL ........................... 2-16d
1X BRACE TO EACH STUD AND PLATE, FACE NAIL ............................................ 2-110d
1X8 SHEATHING OR LESS TO EACH BEARING, FACE NAIL .................................. 2-10d
1X10 & WIDER SHEATHING TO EACH BEARING, FACE NAIL .................................. 3-10d
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL ................. 3-10d
RIM JOIST TO TOP PLATE, TOENAIL .......................................................... 10d @ 6'' o.c.
CONTINUOUS HEADER, TWO PIECES ........................... 16d @ 16'' o.c. along each edge
CONTINUOUS HEADER TO STUD, TOENAIL ........................................................... 4-10d
BUILT-UP GIRDER AND BEAMS .......................... 20d @ 32'' o.c. at top and bottom and
staggered 2-20d at ends and at each splice
NOTE:
1. COMMON OR BOX NAILS MAY BE USED.
2. SCHEDULE BASED ON DOUGLAS FIR-LARCH FRAMING.
3. TABLE BASED ON 2019 CBC TABLE 2304.10.1
4. THESE CONNECTIONS ARE MINIMUM CONDITIONS AND MAY BE SUPERSEDED
BY MORE SPECIFIC DETAILS AS INDICATED ON THESE PLANS.
(E) 2X
STUDS
PER PLAN
(E) DBL TOP
PLATE TYP.
(N) MST60
(N) DBL TOP
PLATE TYP.
(N) 2X
STUDS
PER PLAN
EXISTING NEW
STRAP LENGTH SCHEDULE
MODEL NO.LENGTH
MST27
MST37
MST48
MST60
27"
37 1/2"
48"
60"
FASTENER
30-16d Nail
42-16d Nail
50-16d Nail
68-16d Nail
JOIST-SEE PLAN
B.N.
PLYWOOD
SHEATHING
VARIES
2x BLK'G
SIMPSON A35
@ 16" O.C.
CONT PL
SIMPSON TS18
STRAP EA 2x
E.N.LEVEL BRG. OF
2x JOISTS
SEE PLAN
DATE DESCRIPTION
REVISIONS
STAMP
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
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S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
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No. C
S108
DETAILS
NONE
TYPICAL BEAM TO BEAM CONN.5NONE
(N) PLATFORM CONN. TO (N) CRIPPLE WALL4
NONE
(E) ROOF CONN. (N) CRIPPLE WALL3NONE
PLATFORM CONN. TO EXTERIOR WALL2NONE
PLATFORM CONN. TO EXTERIOR WALL1
4'
-
0
"
M
A
X
.
2
-
(N) 4x BEAM
SUPPORTING RTU
PER PLAN
TOP OF PLATFORM
PROVIDE CMST12
EA. END OF THE
SHEAR WALL W/
MIN. (24) 0.162 x 2-1/2"
FASTENERS @ EA.
END OF THE STRAP
(E) ROOF FRAMING
PROVIDE DOUBLE
STUD BELOW THE
BEAM TYP.
(N) STUD SISTERED
W/ (E) STUDS
(N) 4x BLK'G.
(N) 1 3/4" LSL LEDGER
(N) 3x SOLID BLK'G.
PROVIDE CS14 @ LEDGER
SPLICE W/ MIN. (13) 0.148 x 2-1/2"
FASTENERS AT EA. END
OF THE STRAP
(N) 2x DOUBLE TOP
PLATE
PLATELINETOP OF PLATFORM
EN
H2.5A @ 16" O.C.
0.162" x 3-1/2" FASTENER
@ 8" O.C.
EN SIMPSON "LUS" FACE
MOUNT HANGER
(N) PLATFORM
MEMBER PER PLAN
(N) 1 3/4" LSL LEDGER
W/ (3) SDS25412 @ EA.
STUD
EN
NOTE:
FOR INFORMATION NOT SHOWN SEE
1
-
TOP OF PLATFORM
EN
PLATELINE
(N) 2x CRIPPLE WALL
STUD @ 16" O.C.
H2.5A @ 16" O.C .
EN SIMPSON "LUS" FACE
MOUNT HANGER
(E) 2x ROOF JOISTS
(V.O.S.)
(2) 0.162" x 3-1/2" FASTENER
@ 8" O.C. TOP AND BOTT.
TO BLK'G.
(N) 1-3/4" LSL LEDGER
W/ (2) SDS 25412 @ EA.
STUD
A35 EA. SIDE OF STUD
TOP & BOTTOM
EN
(N) BEAM PER PLAN
3x SOLID BLK'G.
(N) LEDGER PER
EN
4'
-
0
"
M
A
X
4'
-
0
"
M
A
X
EN
PLATELINE
H2.5A @ 16" O.C.
0.162" x 3-1/2" FASTENERS
@ 8" O.C.
EN SIMPSON "LUS" FACE
MOUNT HANGER
(N) PLATFORM
MEMBER PER PLAN
(N) 1-3/4" LSL LEDGER
W/ (3) SDS25412 @ EA.
STUD
A35 EA. SIDE OF STUD
TOP & BOTTOM
(N) BEAM PER PLAN
EN
3x SOLID BLK'G.
EN
TOP OF PLATFORM
(N) BEAM PER PLAN
(N) BEAM PER PLAN
CONN. W/ SIMPSON "HB414"
HANGER
(E) DIAGONAL
SHEATHING
10d NAILING @ 4" O.C.
(N) 2x DOUBLE TOP
PLATE
NOTE:
FOR LEDGER SPLICE AND THE
SUPPORT OF BEAM SUPPORTING RTU
SEE 1
-
(N) 2x DOUBLE TOP
PLATE
(E) WALL STUDS
NONE
LADDERE MOUNTING DETAIL6
T.O. COPING
3" x 3/8" PLATE
@ 4'-0" O.C.
VERTICAL
3/4" Ø RUNG @ 12" O.C.
BENT PLATE
9"
3/8" x 3" FLAT BAR
STRINGER
ROOF
1'
-
0
"
1'-6"
2'-0"
3'
-
6
"
3/4" Ø RUNG
@ 12" O.C.
STL. GRATE
WELD TO
STRINGER
ELEVATION
SECTION
2x STUD WALL
9"
1'-8"
PLAN VIEW
1'
-
0
"
M
I
N
.
N.
T
.
S
.
DATE DESCRIPTION
REVISIONS
STAMP
I
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1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
N
E
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S109
DETAILS
U
P
1/4" = 1'-0"
FOUNDATION PLAN & SHEARWALL PLAN1
GENERAL NOTES
1. CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS
FOR ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2. SEE SILL PLATE SCHEDULE FOR ANCHOR BOLT SPACING. AS
A, ALL EXTERIOR WALL AND INTERIOR BEARING/SHEAR
WALLS TO BE ATTACHED TO THE FOUNDATION W/ 5/8"Ø x
10" LONG ANCHOR BOLTS EMBEDDED 7" INTO CONCRETE,
WITH 3x3x0.229 PLATE WASHER. SPACING AT 4'-0" O.C.
UNLESS NOTED OTHERWISE.
3. ANCHOR BOLTS MAY BE SUBSTITUTED WITH SIMPSON MASA
MUDSILL ANCHORS AT 4'-0" O.C. UNO. INSTALLED PER
MANUFACTURERS RECOMMENDATIONS.
4. FOOTINGS TO BE CENTERED BELOW POSTS AND
BEARING/SHEAR WALLS.
5. NO COLUMN LABEL INDICATED (2) 2x6/ (2) 2x4 DF#2 MINIMUM.
- USE FOUNDATION ANCHOR, MIN. 5/8"Ø 4'-0" O.C, 12" FROM END,
2-MIN PER PLAT, WITH 3x3x0.229 WASHER
- HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR
TO FOUNDATION INSPECTION.
4'-0"
D
5'-0"D
(E) FOOTING TYP. (V.I.F.)
3
S102
TYP.
4
S102
TYP.
2
S102 TYP.
1
S102
TYP.
HDU-4
HDU-4HDU-4 HDU-4
(N) 18" x 24" DEPTH
CONT. FOOTING
(N) 4" SLAB ON GRADE W/
#4 @ 16" O.C. E.W.
OVER 15 MIL. VISQUEEN
OVER 4" WET (MIN. 1/2"
CLEAN) SAND WITH
2500psi CONCRETE
(N) INFILL WALL ON
(N) CURB. SEE 3
S107
22'-0"C
HDU-11
HDU-11
(N) INTERIOR NON-BEARING
WALLS SEE ARCH.
(N) 4x6 POST
TYP., U.N.O.
INFILL (E) FLOOR
OPENING SEE 4
S107
(E) 4" SLAB ON
GRADE (V.O.S.)
(E) COLUMNS TO
BE REMOVED(E) 2x RAISED FLOOR FRAMING (V.O.S.)
(N) SHEAR WALL
FULL WIDTH OF
(N) MECH. WELL AREA.
SISTER (N) 2x6 TO
EXISTING STUDS
PER 2
S108
HDU-4
HDU-4
HDU-4
HDU-4
5'-0"D
5'-0"
D
(N) 2'-0" x 2'-0"
SPREAD FOOTING
PER TYP., U.N.O.5
S102
(E) FOOTING TYP. (V.I.F.)
EQ
.
EQ
.
6
S102
DATE DESCRIPTION
REVISIONS
STAMP
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2
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3
1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
N
E
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S201
FOUNDATION PLAN &
SHEARWALL PLAN
1/4" = 1'-0"
CEILING FRAMING PLAN1
(N
)
4
x
6
H
D
R
.
(N) BEAM PARALLAM PSL 2.0E 3.5 x 14
(E) 2x C.J. @ 16" O.C. (V.O.S.)
(N
)
B
E
A
M
P
A
R
A
L
L
A
M
P
S
L
2
.
0
E
3
.
5
x
1
4
(N
)
B
E
A
M
P
A
R
A
L
L
A
M
P
S
L
2
.
0
E
3
.
5
x
1
4
(N
)
B
E
A
M
P
A
R
A
L
L
A
M
PS
L
2
.
0
E
3
.
5
x
1
4
(N) 2x4 BLK'G. TO
(E) CEILIING JOISTS
@ 4'-0" O.C. W/ SIMP.
A35 CLIPS AT EA. END
(E) 2x C.J. @ 16" O.C. (V.O.S.)
(N) 2x4 BLK'G. TO
(E) CEILIING JOISTS
@ 4'-0" O.C. W/ SIMP.
A35 CLIPS AT EA. END
(N) BEAM PARALLAM PSL 2.0E 3.5 x 14
(N) BEAM TO
MATCH THE
SIZE OF THE
(E) BEAM
5
S109
(N) 4x4
(N) 4x4
(N) 4x4
(N) 4x4
(E) TRUSS BOTTOM
CHORD MEMBERS
FOR SURGICAL LIGHT SUPPORT
FRAMING AND ANCHORAGE
SEE 2
S105
DATE DESCRIPTION
REVISIONS
STAMP
I
N
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O
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6
2
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2
6
3
1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
N
E
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S202
CEILING FRAMING PLAN
1/4" = 1'-0"
ROOF FRAMING PLAN 1
(N
)
2
x
8
R
.
R
.
@
1
6
"
O
.
C
.
(E
)
2
x
R
.
R
.
(
V
.
O
.
S
.
)
(N) 4x12
(N) 2x12 @ 16" O.C., U.N.O.
(N) 4x12
(N) 4x12
(N) 4x12
(E
)
2
x
R
.
R
.
(
V
.
O
.
S
.
)
(N) CRIPPLE WALL W/
2x4 STUDS @ 16" O.C.
(N) CRIPPLE WALL W/
2x4 STUDS @ 16" O.C.
(N) CRIPPLE WALL W/
2x4 STUDS @ 16" O.C.
4
S109
2
S109
1
S109
3
S109
EXTEND EXTERIOR
WALL FULL WIDTH
OF (N) WELL AREA
1/2" THK. PLYWOOD
SHEATHING PER 1
S103
(E
)
W
O
O
D
T
R
U
S
S
E
S
@
4
8
"
O
.
C
.
(
V
.
O
.
S
.
)
(E
)
W
O
O
D
T
R
U
S
S
E
S
@
4
8
"
O
.
C
.
(
V
.
O
.
S
.
)
(E) 1" THK. DIAGONAL
SHEATHING TONGUE
& GROOVE
(E) 2x6 FRAMING
@ 16" O.C., TYP.
NOTE:
1.SEE MECHANICAL DRAWINGS FOR EQUIPMENT
LOCATION AND DIMENSIONS
2.FOR THE EQUIPMENT PLATFORM AND
ANCHORAGGE DETAIL SEE 1
S105
EF
2
EF
3
EF
1
EF
4
ACC
2ACC
1
H
1
RTU
1
H
2
ACC
3
RTU
2
OPENING DETAIL
TYP. SEE 3
S103
STEEL ACCESS
LADDER PER
ARCH. SEE 6
S109
DATE DESCRIPTION
REVISIONS
STAMP
I
N
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O
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6
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2
6
3
1
8
-
0
3
7
3
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
10-06-2023
23010
HD
BA
DATE DESCRIPTION
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
REGISTER E D P ROFESSIONAL E
N
G
I
NE
ER 92714
S
TATE OF CAL I F O R N I ACIVIL
Vladimir Aruty
u
n
yan
No. C
S203
ROOF FRAMING PLAN
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
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3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-1.0
GENERAL NOTES,
ABBREVIATIONS AND
SYMBOLS
UON UNLESS OTHERWISE NOTED
XFMR
WP
VL
WEATHERPROOF
TRANSFORMER
WATTS
VERIFY LOCATION
VOLTAGE
UL
U/G
TYP
TVSS
TS
TBB
SIM
SWB
SW
R
SCA
RGC
UNDER GROUND
UNDERWRITER'S LABORATORIES
TYPICAL
TELEPHONE BACKBOARD
TIME SWITCH
SIMILAR
SWITCHBOARD
SWITCH
EXISTING, TO BE REMOVED
RIGID GALVANIZED CONDUIT
SHORT CIRCUIT AMPERE
P
PL
PNL
(NR)
NIC
NL
NTS
N
MIN
NA
POLE
PROPERTY LINE
PANEL
NOT IN CONTRACT
NIGHT LIGHT
NOT TO SCALE
NOT APPLICABLE
NEW
MINIMUM
EWH ELECTRIC WATER HEATER
MC
MAX
MFR
IG
LTG
LTA
GND
IC
HP
GFCI
F
MECHANICAL CONTRACTOR
MANUFACTURERS
MAXIMUM
ISOLATED GROUND
LET-THRU AMPS FOR FUSES
LIGHTING
GROUND
HORSEPOWER
FUSE
EQ
(ER)
EA
EC
CO
(E)
(D)
CONN
CLG
CL
EXISTING, TO REMAIN
EQUIVALENT
ELECTRICAL CONTRACTOR
EACH
CONDUIT ONLY
DEMOLISH
CONNECTED
CEILING
CENTER LINE
ABBREVIATIONS
CB
CKT
CATV
C
BR
BCW
AIC
AFF
A
COMMUNITY ANTENNA TELEVISION
CIRCUIT BREAKER
CIRCUIT
BARE COPPER WIRE
CONDUIT
BRANCH
AMPS INTERRUPTING CAPACITY
ABOVE FINISHED FLOOR
AMPERE
NEW TYPE 1 SURGERY CENTER IN EXISTING CONSTRUCTION. ADDING NEW 400A, 3P SERVICE. PROVIDE
NORMAL AND EMERGENCY POWER SYSTEM. PROVIDE POWER (GENERAL, EQUIPMENT AND MECHANICAL),
LIGHTING AND LIGHTING CONTROL.
REFER TO NOTES ON SHEET E-3.1 FOR INFORMATION ABOUT POWER SYSTEM STUDIES. THE POWER
SYSTEM STUDY SHALL BE REVIEWED AND APPROVED BY THE EEOR PRIOR TO RELEASING EQUIPMENT TO
FABRICATION.
REFER TO NOTES ON SHEET E-3.1 FOR INFORMATION ABOUT COLOR AND LABELING OF ELECTRICAL
EQUIPMENT, CONDUITS, ETC.
SCOPE OF WORK:
-2022 CALIFORNIA ELECTRICAL CODE.
-2022CALIFORNIA MECHANICAL CODE.
-2022 CALIFORNIA ENERGY CODE.
-2022 CALIFORNIA FIRE CODE.
-2022 CALIFORNIA PLUMBING CODE.
-NFPA 99 STANDARDS APPLICABLE TO PROJECT.
EXISTING, TO BE
RELOCATED AS
SHOWN
GROUND FAULT
CIRCUIT INTERRUPTER
INTERRUPTING
CAPACITY (RMS SYM.)
APPLICABLE CODES:
INDICATES NEW LOCATION OF
RELOCATED DEVICE. PROVIDE
ADDITIONAL CONDUITS, WIRES,
BOXES, ETC. TO RE-ESTABLISH
CIRCUITRY AS BEFORE.
TRANSIENT VOLTAGE
SURGE SUPPRESSOR
OPEN STRIP FLUCRESCENT
EMERGENCY LIGHT FIXTURE WITH BATTERY PACK
FLUORESCENT LIGHT FIXTURE AS SPECIFIED
WALL WASHER LIGHT FIXTURE, ARROW DENOTES AIMING DIRECTION
JUNCTION BOX, SIZE AS NOTED AND PER CODE.
JUNCTION BOX WITH FLEXIBLE CONDUIT CONNECTED TO DEVICE OR EQUIPMENT.
DISCONNECT SWITCH, 30A, 3-POLE, NON-FUSED
WITH 1-1/4" C.O. AND PULL ROPE STUB UP TO NEAREST ACCESSIBLE CEILING SPACE.
CONDUIT TURNING UP
CONDUIT TURNING DOWN
DISCONNECT SWITCH, 60A, W/45A FUSE, 3-POLE (UON)
HOMERUN TO PANEL A CIRCUITS 1&3
CONDUIT EXPOSED
CONDUIT CONCEALED IN FLOOR SLAB OR UNDERGROUND
GROUND, PER CODE AND AS SPECIFIED
UTILITY METERING
CIRCUIT BREAKER, 150A, 3-POLE
TELEPHONE CONDUIT/HOMERUN, SIZE AS NOTED
SWITCH & FUSE, 100AS, 75 AF, TYPE AS NOTED, 3-POLE (UON)
SWITCHBOARD
LIGHT FIXTURE TYPE F1, 40W EACH, TYPICAL IN A ROOM OR AREA
FLUSH MOUNTED PANEL BOARD, B INDICATES NAME
SURFACE MOUNTED PANEL BOARD, A INDICATES NAME
REFERENCE NOTE #1
REFERENCE TO DETAIL #2 ON SHEET E2.0
OUTLET FOR TELEPHONE/DATA ONLY @+18" (UON) PROVIDE A 5S J-BOX WITH MUD RING AND
FLUSH MOUNTED DUPLEX RECEPTACLE OUTLET 250V 2P, 3W, 20A (NEMA 6-20R)
SYMBOLS
WALLFLOOR CEILING
DM a
30AS
60AS/45AF
A-1,3
OUTLET FOR WAP
2
HOMERUN TO PANEL A CIRCUITS 1&3 WITH GRAND WIREA-1,3
EXIT SIGN, SINGLE FACE, ARROW IF INDICATED DENOTES DIRECTION
SINGLE POLE TOGGLE SWITCH @+48"(UON), SUBSCRIPTS INDICATE THE FOLLOWING:
A - OUTLET 'A' CONTROLLED
DM - DIMMER,
RATING AS NOTED
M - MANUAL MOTOR STARTER
P - PILOT ON LIGHT
J
J
J
PULL ROPE STUB UP TO NEAREST ACCESSIBLE CEILING SPACE.
OUTLET FOR DATA ONLY @+18" (UON) PROVIDE A J-BOX WITH 1-1/4" C.O. AND
OUTLET FOR TELEPHONE ONLY @+18" (UON) PROVIDE A J-BOX WITH 1-1/4" C.O. AND
PULL ROPE STUB UP TO NEAREST ACCESSIBLE CEILING SPACE.
OUTLET FOR DATA ONLY PROVIDE A J-BOX, NUMBER INDICATES QUANTITY
OF THE JACKS IN THE SAME DATA OUTLET
OS REPRESENTS WITH SINGLE SWITCH; a,b REPRESENTS WITH DUAL SWITCHES
COMBINATION OF MOTOR STARTER AND CIRCUIT BREAKER, NEMA SIZE '1' (UON)
CONDUIT CONCEALED IN CEILING OR WALL, 3/4" CONDUIT, 2#12 WIRES (UON)
150A/3P
100AS/75AF
40
F1
B
A
M
1
2
E2.0
OS
J
1.INFORMATION GIVEN ON THE DRAWINGS REGARDING EXISTING INSTALLATION HAS BEEN OBTAINED
FROM THE BEST SOURCES AVAILABLE. HOWEVER IT CANNOT BE GUARANTEED IN ALL RESPECTS.
VERIFY ALL SUCH INFORMATION BEFORE PROCEEDING WITH THE NEW WORK THAT MAY BE AFFECTED
UPON. INCLUDE AS A PART OF THE CONTRACT ALL WORK THAT ARE REQUIRED TO PRODUCE
INDICATED RESULT BEFORE SUBMITTING THE BID PROPOSAL.
2.THE SCOPE OF WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, EQUIPMENT, SUPPLIES AND
LABOR AND THE PERFORMANCE OF ALL OPERATIONS NECESSARY FOR THE INSTALLATION OF ALL
ELECTRICAL WORK, COMPLETE AND IN OPERATING CONDITION, ALL TO THE SATISFACTION OF OWNER'S.
THE ENTIRE INSTALLATION SHALL BE READY IN EVERY RESPECT FOR SATISFACTORY AND EFFICIENT
OPERATION WHEN COMPLETED.
3.PROVIDE ALL MATERIALS AND EQUIPMENT TO MAKE FINAL CONNECTIONS TO ALL EQUIPMENT AND
APPLIANCES.
4.NOTHING DESCRIBED HEREIN OR INDICATED ON THE DRAWINGS SHALL BE CONSTRUED TO PERMIT
WORK NOT CONFORMING TO THE MOST STRINGENT OF THE APPLICABLE CODES AND REGULATIONS.
5.ALL WORK SHALL BE DONE IN FULL COMPLIANCE WITH THE CALIFORNIA ELECTRICAL CODE, 2022
EDITION AND 2022 CALIFORNIA TITLE-24 ENERGY STANDARDS AND IN ACCORDANCE WITH THE
REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION.
6.ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND SHALL BE LISTED BY THE UNDERWRITER'S
LABORATORIES, MANUFACTURED IN FULL COMPLIANCE WITH ASME, ANSI, IEEE AND NEMA.
7.ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. SIZES, LOCATION OF EQUIPMENT, AND WIRING ARE
SHOWN TO SCALE WHERE POSSIBLE, BUT MAY BE DISTORTED FOR CLARITY. FINAL LOCATIONS OF
OUTLETS AND EQUIPMENT SHALL BE ADJUSTED AS DICTATED BY EXISTING CONDITIONS. IT IS NOT
WITHIN THE SCOPE OF DRAWINGS TO SHOW ALL NECESSARY BENDS, OFFSETS, AND PULLBOXES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL HIS WORK TO CONFORM TO THE
STRUCTURE. CONDUIT RUNS ARE INDICATED DIAGRAMMATICALLY, DETERMINE EXACT LOCATION IN THE
FIELD.
8.DURING THE PROGRESS OF THE WORK, MAKE A CAREFUL RECORD OF ALL CHANGES BY WHICH THE
ACTUAL INSTALLATION DIFFERS FROM THAT INDICATED ON THE CONTRACT DRAWINGS AND
DOCUMENTS.
9.ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE CONSTRUCTION DOCUMENTS SHALL BE
BROUGHT TO THE ATTENTION OF OWNER'S FOR CLARIFICATION OR CORRECTION PRIOR TO
INSTALLATION.
10.THE WORD "VERIFY LOCATION" ABBREVIATED AS "V.L." SHALL MEAN TO COORDINATE THE EXACT
LOCATION OF THE DEVICE AND/OR EQUIPMENT BEING REFERRED TO WITH OWNER'S AND TO PROVIDE
NECESSARY ADJUSTMENT WITHOUT ANY EXTRA COST TO THE OWNER.
11.CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, EQUIPMENT AND MATERIALS FOR A PERIOD OF
NOT LESS THAN ONE(1) YEAR FOR THE OWNER. SHOULD ANY DEFECTS OCCUR DURING THIS PERIOD,
THE CONTRACTOR SHALL PROMPTLY REPAIR OR REPLACE THE DEFECTIVE ITEMS AT NO ADDITIONAL
COSTS TO THE OWNER, INCLUDING COST OF LABOR AND MATERIALS.
12.ARCHITECTURAL SPECIFICATIONS, GENERAL, SPECIAL AND SUPPLEMENTAL CONDITIONS SHALL FORM A
PART OF THIS CONSTRUCTION DOCUMENT.
13.UPON COMPLETION OF THE WORK, CONDUCT AN OPERATING TEST AND DEMONSTRATE TO THE
OWNER'S THAT ALL EQUIPMENT ARE OPERATING IN A SATISFACTORY MANNER AND IN ACCORDANCE TO
THE REQUIREMENTS OF DRAWINGS.
14.USE ELECTRICAL METALLIC TUBING FOR TRADE SIZES OF 3/4 TO 2 INCHES INCLUSIVE IN DRY
LOCATIONS, USE RIGID METALLIC CONDUIT IN EXTERIOR INSTALLATION. USE RIGID METALLIC CONDUIT
FOR ANY FEEDERS.
15.USE FLEXIBLE STEEL CONDUITS FOR SHORT CONNECTIONS TO MOTORS AND IN DRY LOCATIONS I.E.
ABOVE ACCESSIBLE CEILING FOR LIGHTING AND CONVENIENT OUTLETS BRANCH CIRCUITING, AND IN
STUD WALLS WHERE ALLOWED BY THE LOCAL CODE. USE LIQUID TIGHT FLEXIBLE CONDUITS IN AREAS
EXPOSED TO WEATHER. PROVIDE INTEGRAL GROUNDING CONDUCTOR FOR LENGTHS EXCEEDING 6
FEET. FLEXIBLE CONDUITS FOR CONNECTION TO THE ROOF TOP AIR CONDITIONERS SHALL BE
PROVIDED WITH INTEGRAL GROUND WIRE REGARDLESS OF THE LENGTH.
16.OUTLET AND JUNCTION BOXES SHALL BE GALVANIZED PRESSED STEEL WITH PLUGGED HOLES. ALL
BOXES SHALL BE OF CEC CODE SIZE FOR THE NUMBER OF WIRES OR CONDUITS PASSING THROUGH OR
TERMINATING THEREIN BUT IN NO CASE SHALL ANY BOX BE LESS THAN 4 INCHES SQUARE BY 2-1/8
INCHES DEEP. NO PLASTIC BOXES SHALL BE ALLOWED.
17.SINGLE CONDUCTOR COPPER WIRE WITH 600 VOLTS INSULATION SHALL BE USED FOR GENERAL WIRING
IN CONDUIT UNLESS OTHERWISE SHOWN. ALL CONTACTS, GROUNDING AND NEUTRAL BUS BARS SHALL
BE COPPER.
18.CONDUCTORS 8-AWG AND LARGER SHALL BE STRANDED TYPE. CONDUCTORS 10-AWG AND SMALLER
SHALL BE SOLID WITH COLOR CODED INSULATION.
19.PROVIDE CONDUCTORS TYPE THW OR THWN FOR DRY AND WET LOCATIONS AND THHN FOR DRY
LOCATIONS ONLY.
20.MINIMUM SIZE CONDUCTOR FOR USE IN LIGHTING AND POWER BRANCH CIRCUITS SHALL BE 12-AWG.
21.NO WIRE AMPACITY REDUCTION SHALL BE ALLOWED ON THE FEEDERS AND BRANCH CIRCUIT WIRING
INCLUDING NEUTRALS UNLESS APPROVED BY THE OWNER'S.
22.LABEL ALL CONDUIT, JUNCTION BOXES, PANELS AND TRANSFORMERS WITH THE VOLTAGE AND CIRCUIT
NUMBER(S).
23.ENGRAVE ALL SWITCHES AND OUTLETS WITH PANEL AND CIRCUIT NUMBER.
24.WIRES AND CONDUITS SIZES INDICATED THROUGHOUT THE DRAWINGS ARE BASED ON COPPER
CONDUCTORS.
25.MINIMUM SIZE OF CONDUIT FOR POWER, LIGHTING, AND MECHANICAL EQUIPMENT SHALL BE 3/4" (UON).
26.SHOP DRAWING SUBMITTALS ARE REQUIRED FOR THE FOLLOWING MATERIAL/EQUIPMENT:
A.LIGHTING FIXTURES.
B.SPECIAL OR BUILT-TO-ORDER EQUIPMENT.
26.LIGHTING FIXTURES SHALL BE COMPLETE WITH ALL GLASSWARE, FITTERS, CANOPIES, SOCKETS,
MOUNTING BRACKETS, REFLECTORS, LAMPS AND ALL ACCESSORIES AS REQUIRED.
27.FIXTURE SCHEDULE INDICATES GENERAL DESCRIPTION OF LIGHTING FIXTURES AND MANUFACTURER'S
CATALOG NUMBERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STUDY THE SCHEDULE AND
CAREFULLY REVIEW ELECTRICAL AND ARCHITECTURAL PLANS AND SPECIFICATIONS TO DETERMINE
THE CORRECT CEILING CONFIGURATION AND FIXTURES TO BE FURNISHED SO THAT BOTH CEILING
SYSTEM AND LIGHT FIXTURE CONSTRUCTION MATCHES.
28.COORDINATE EXACT LOCATION OF THE LIGHTING FIXTURES WITH THE ARCHITECTURAL DRAWINGS. IF
ANY DISCREPANCIES EXIST, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S FOR
CLARIFICATION PRIOR TO INSTALLATION.
29.LIGHTING FIXTURES FINISHES WHETHER OR NOT SHOWN ON THE DRAWINGS SHALL BE APPROVED BY
OWNER'S.
30.PROVIDE GROUNDING SYSTEM PER 2022 CEC AND AS INDICATED.
31.ALL METAL AND NON-CURRENT CARRYING PART OF THE ELECTRICAL EQUIPMENT SHALL BE BONDED TO
GROUND PER CEC CODE ARTICLE 250.
32.CONTRACTOR SHALL PROVIDE PANELBOARD BONDING PER CEC 517.14: THE EQUIPMENT GROUNDING
TERMINAL BUSES OF THE NORMAL AND ESSENTIAL BRANCH-CIRCUIT PANELBOARDS SERVING THE
SAME INDIVIDUAL PATIENT CARE VICINITY SHALL BE CONNECTED TOGETHER WITH AN INSULATED
CONTINUOUS COPPER CONDUCTOR NOT SMALLER THAN 10 AWG. WHERE TWO OR MORE PANELBOARDS
SERVING THE SAME INDIVIDUAL PATIENT CARE VICINITY ARE SERVED FROM SEPARATE TRANSFER
SWITCHES ON THE ESSENTIAL ELECTRICAL SYSTEM, THE EQUIPMENT GROUNDING TERMINAL BUSES OF
THOSE PANELBOARDS SHALL BE CONNECTED TOGETHER WITH AN INSULATED CONTINUOUS COPPER
CONDUCTOR NOT SMALLER THAN 10 AWG. THIS CONDUCTOR SHALL BE PERMITTED TO BE BROKEN IN
ORDER TO TERMINATE ON THE EQUIPMENT GROUNDING TERMINAL BUS IN EACH PANELBOARD.
33.PROVIDE A TYPE-WRITTEN INDEX CARD FOR EACH PANEL BOARD INDICATING NAME OR NUMBER OF THE
ROOM, AREA, OR EQUIPMENT USED BY EACH BRANCH CIRCUIT. USE ROOM NUMBERS AND NAMES
VERIFIED IN THE FIELD AND NOT NECESSARILY THOSE SHOWN ON THE DRAWINGS.
34.PROVIDE FIREPROOFING FOR RECESS MOUNTED FIXTURES. RECEPTACLES, AND CONDUIT IN FIRE
RATED AREAS. SEE ARCHITECTURAL PLANS FOR DETAIL AND LOCATION.
35.ALL SHUTDOWN SHALL BE COORDINATED WITH THE OWNER'S.
36.TEMPORARY MATERIALS MUST BE REMOVED WITHOUT SHUTDOWN AS CONSTRUCTION PROGRESSES.
37.RESTORE PERMANENT FACILITIES TO THEIR FORMER OR NEWLY SPECIFIED CONDITION.
GENERAL NOTES
F1
DESCRIPTION
W
V
LIGHT FIXTURE AS SPECIFIED, SUBSCRIPTS WHEN INDICATED DENOTE BRANCH
CIRCUIT/SWITCH LEG
CROSS LINES DENOTE NUMBER OF #12 WIRE, SIZE CONDUIT PER CODE AND AS NOTED ON
PLANS, NOT INCLUDING EQUIPMENT GROUND WIRE
FLUSH MOUNTED DOUBLE DUPLEX RECEPTACLE OUTLET @ +18" U.O.N. 125V 2P, 3W, 20A
(NEMA 5-20R)
FLUSH MOUNTED GFCI DUPLEX RECEPTACLE OUTLET @ +18" UON 125V 2P, 3W, 20A (NEMA 5-20R)
WHITE COLOR
FLUSH MOUNTED DUPLEX RECEPTACLE OUTLET @ +18" UON 125V 2P, 3W, 20A (NEMA 5-20R)
WHITE COLOR
E-1.0:GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
E-1.1:ELECTRICAL SPECIFICATIONS
E-1.2:ELECTRICAL SPECIFICATIONS
E-2.0:SINGLE LINE DIAGRAM AND FEEDER SCHEDULES
E-2.1:PANEL SCHEDULES
E-2.2:COORDINATION STUDY, UTILITY FAULT CURRENT LETTER AND DOCTOR'S LETTER DESCRIPTION
E-2.3:UPS CUTSHEETS
E-2.4:UPS CUTSHEETS
E-2.5:UPS UL LSITING
E-3.0:POWER PLAN
E-3.1: ENLARGED UPS ROOM, EMERGENCY EQUIPMENT SCHEDULES AND CRITICAL CONSTRUCTION NOTES
E-3.2:ROOF POWER PLAN
E-4.0:LIGHTING PLAN
E-4.1:NORMAL LIGHTING PHOTOMETRIC PLAN
E-4.2:EMERGENCY LIGHTING PHOTOMETRIC PLAN
E-4.3:LIGHTING CONTROL PLAN
E-4.4:LIGHTING CONTROL DETAILS
E-4.5:LIGHTING CONTROL DETAILS
E-5.0:INDOOR LIGHTING TITLE 24 COMPLIANCE FORMS
E-5.1:ELECTRICAL POWER DISTRIBUTION TITLE 24 COMPLIANCE FORMS
E-6.0:ELECTRICAL DETAILS
E-6.1:ELECTRICAL DETAILS
ED-3.0:DEMOLITION POWER PLAN
ED-4.0: DEMOLITION LIGHTING PLAN
DRAWING LIST:
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EEOR ELECTRICAL ENGINEER OF RECORD
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DATE DESCRIPTION
REVISIONS
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
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LANOISS
C A L I F O R N IAS
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No. E21819
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A L I S AFAI
A
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STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-1.1
ELECTRICAL
SPECIFICATIONS
PART 1 - GENERAL ELECTRICAL SPECIFICATION
1.1.WORK INCLUDED:
A.THIS SPECIFICATION SHALL APPLY TO ALL PHASES OF WORK HEREINAFTER SPECIFIED, SHOWN ON DRAWINGS, OR AS
REQUIRED TO PROVIDE A COMPLETE INSTALLATION OF ELECTRICAL SYSTEMS FOR THIS PROJECT. WORK REQUIRED UNDER
THIS SPECIFICATION IS NOT LIMITED TO JUST THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL, STRUCTURAL,
LANDSCAPE, CIVIL AND MECHANICAL/PLUMBING DRAWINGS AS WELL AS ALL OTHER DRAWINGS APPLICABLE TO THIS
PROJECT, WHICH DESIGNATE THE SCOPE OF WORK TO BE ACCOMPLISHED. THE INTENT OF THE DRAWINGS AND
SPECIFICATIONS IS TO PROVIDE A COMPLETE AND OPERABLE ELECTRICAL SYSTEM THAT INCLUDES ALL DOCUMENTS THAT
ARE A PART OF THE CONTRACT.
1.WORK INCLUDED: FURNISH LABOR, MATERIAL, SERVICES, AND SKILLED SUPERVISION NECESSARY FOR THE
CONSTRUCTION, ERECTION, INSTALLATION, CONNECTIONS, TESTING, AND ADJUSTMENT OF ALL CIRCUITS AND
ELECTRICAL EQUIPMENT SPECIFIED HEREIN, OR SHOWN, OR NOTED ON DRAWINGS, AND ITS DELIVERY TO THE OWNER
COMPLETE IN ALL RESPECTS READY FOR USE.
2.THE ELECTRICAL WORK INCLUDES INSTALLATION OR CONNECTION OF CERTAIN MATERIALS AND EQUIPMENT FURNISHED
BY OTHERS. VERIFY INSTALLATION DETAILS, INSTALLATION, AND ROUGH-IN LOCATIONS FROM THE ACTUAL EQUIPMENT
OR FROM THE EQUIPMENT SHOP DRAWINGS
B.ELECTRICAL DRAWINGS: ELECTRICAL DRAWINGS ARE DIAGRAMMATIC, AND ARE INTENDED TO CONVEY THE SCOPE OF
WORK, INDICATING INTENDED GENERAL ARRANGEMENT OF EQUIPMENT, CONDUIT, AND OUTLETS. FOLLOW DRAWINGS IN
LAYING OUT WORK AND VERIFY SPACES FOR INSTALLATION OF MATERIALS AND EQUIPMENT BASED ON ACTUAL DIMENSIONS
OF EQUIPMENT FURNISHED.
1.1.QUALITY ASSURANCE:
A.DESIGN, MANUFACTURE, TESTING AND METHOD OF INSTALLATION OF ALL APPARATUS AND MATERIALS FURNISHED UNDER
REQUIREMENTS OF THESE SPECIFICATIONS SHALL CONFORM TO LATEST PUBLICATIONS OR STANDARD RULES OF THE
FOLLOWING:
1.AMERICAN INSTITUTE OF STEEL CONSTRUCTION - AISC
2.AMERICAN NATIONAL STANDARDS INSTITUTE - ANSI
3.AMERICAN SOCIETY FOR TESTING AND MATERIALS - ASTM
4.CALIFORNIA ELECTRICAL CODE - CEC
5.CITY OF LOS ANGELES MUNICIPAL CODE WITH AMENDMENTS
6.ELECTRONICS INDUSTRIES ASSOCIATION/TELECOM COMMUNICATIONS INDUSTRY ASSOCIATION - EIA/TIA
7.FEDERAL SPECIFICATIONS - FED. SPEC.
8.INSULATED CABLE ENGINEERS ASSOCIATION - ICEA
9.INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS - IEEE
10.LOCAL AUTHORITY HAVING JURISDICTION - AHJ
11.NATIONAL ELECTRICAL CODE - NEC
12.NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION - NEMA
13.NATIONAL ELECTRICAL SAFETY CODE - NESC
14.NATIONAL FIRE PROTECTION ASSOCIATION - NFPA
15.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION - OSHA
16.PUBLISHED ELECTRICAL STANDARDS AND CODES (AS APPLICABLE)
17.STATE AND MUNICIPAL CODES IN FORCE IN THE SPECIFIC PROJECT AREA
18.UNDERWRITER'S LABORATORIES, INC. - UL
B.PERFORM WORK IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, APPLICABLE BUILDING ORDINANCES AND
OTHER APPLICABLE CODES, HEREINAFTER REFERRED TO AS THE “CODE”. THE CONTRACTOR SHALL COMPLY WITH THE
CODE INCLUDING LOCAL AMENDMENTS AND INTERPRETATIONS WITHOUT ADDED COST TO THE OWNER. WHERE CONTRACT
DOCUMENTS EXCEED MINIMUM REQUIREMENTS, THE CONTRACT DOCUMENTS TAKES PRECEDENCE. WHERE CODE
CONFLICTS OCCUR, THE MOST STRINGENT SHALL APPLY UNLESS A VARIANCE IS APPROVED.
1.COMPLY WITH ALL REQUIREMENTS FOR PERMITS, LICENSES, FEES, AND CODES. THE CONTRACTOR, AT CONTRACTOR'S
EXPENSE, SHALL OBTAIN ALL PERMITS, LICENSES, FEES, SPECIAL SERVICE COST, INSPECTIONS AND ARRANGEMENTS
REQUIRED FOR WORK UNDER THIS CONTRACT, UNLESS OTHERWISE SPECIFIED.
2.COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY COMPANIES SERVING THIS PROJECT. MAKE ALL
ARRANGEMENTS WITH UTILITY COMPANIES FOR PROPER COORDINATION OF WORK.
1.1.GENERAL REQUIREMENTS:
A.GUARANTEE: FURNISH A WRITTEN GUARANTEE FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE.
B.WHERE WHEREVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT, DEVICES, CIRCUIT BREAKERS,
ETC., (ALL MATERIALS), ARISES ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS
NOTED ON THE DRAWINGS AND/OR IN SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY
THE OWNER AND ENGINEER.
C.ALL CORE CUTTING, DRILLING, AND PATCHING:
1.FOR THE INSTALLATION OF WORK UNDER THIS SECTION, THE AFOREMENTIONED SHALL BE PERFORMED UNDER THIS
SECTION OF THE SPECIFICATIONS AND THE CONCRETE SECTION OF THE SPECIFICATIONS.
2.NO HOLDS WILL BE ALLOWED IN ANY STRUCTURAL MEMBERS WITHOUT THE WRITTEN APPROVAL OF THE PROJECTS
STRUCTURAL ENGINEER.
3.FOR PENETRATIONS OF CONCRETE SLABS OR CONCRETE FOOTINGS, THE WORK SHALL BE AS DIRECTED IN THE
CONCRETE SECTIONS OF THE SPECIFICATIONS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING SURFACES WHERE HE IS REQUIRED TO
PENETRATE, FOR WORK UNDER THIS CONTRACT.
5.PENETRATIONS SHALL BE SEALED TO MEET THE RATED INTEGRITY OF THE SURFACE REQUIRED TO BE PATCHED AND
REPAIRED. THE PATCHED SURFACE SHALL BE PAINTED TO MATCH THE EXISTING SURFACE.
D.VERIFYING DRAWINGS AND JOB CONDITIONS:
1.THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS IN A MANNER TO BE FULLY COGNIZANT OF ALL
WORK REQUIRED UNDER THIS SECTION.
2.THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXISTING CONDITIONS. WHERE EXISTING CONDITIONS DIFFER
FROM DRAWINGS, ADJUSTMENT(S) SHALL BE MADE AND ALLOWANCE INCLUDED FOR ALL NECESSARY EQUIPMENT TO
COMPLETE ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS.
1.1.WORK IN COOPERATION WITH OTHER TRADES:
A.EXAMINE THE DRAWINGS AND SPECIFICATIONS AND DETERMINE THE WORK TO BE PERFORMED BY THE ELECTRICAL,
MECHANICAL, AND OTHER TRADES. PROVIDE THE TYPE AND AMOUNT OF ELECTRICAL MATERIALS AND EQUIPMENT
NECESSARY TO PLACE THIS WORK IN PROPER OPERATION, COMPLETELY WIRED, TESTED AND READY FOR USE. THIS SHALL
INCLUDE ALL CONDUIT'S, WIRES, DISCONNECTS, RELAYS, AND OTHER DEVICES FOR THE REQUIRED OPERATION SEQUENCE
OF ALL ELECTRICAL, MECHANICAL AND THE SYSTEMS OR EQUIPMENT.
B.PROVIDE A CONDUIT-ONLY SYSTEM FOR LOW-VOLTAGE WIRING REQUIRED FOR CONTROL OF MECHANICAL AND PLUMBING
EQUIPMENT DESCRIBED IN THIS OR OTHER PARTS OF THE CONTRACT DOCUMENTS. INSTALL ALL CONTROL HOUSINGS,
CONDUITS, AND BACK BOXES REQUIRE FOR INSTALLING CONDUITS TO THE CONTROLS.
C.INSTALL SEPARATE CONDUITS BETWEEN EACH HEATING, VENTILATION AND AIR-CONDITIONING SENSING DEVICE AND ITS
CONTROL PANEL AND/OR CONTROL MOTOR. BEFORE INSTALLING ANY CONDUIT FOR HEATING, VENTILATION, AND
AIR-CONDITIONING CONTROL WIRING, VERIFY THE EXACT REQUIREMENTS FROM THE CONTROL DIAGRAMS PROVIDED WITH
THE EQUIPMENT MANUFACTURER'S SHOP DRAWINGS.
1.1.TESTING AND ADJUSTMENT:
A.UPON COMPLETION OF ALL THE ELECTRICAL WORK, THE CONTRACTOR SHALL TEST ALL CIRCUITS, SWITCHES, LIGHT
FIXTURES, LIGHTING CONTROL AND DIMMING SYSTEMS INCLUDING DISTRIBUTION SYSTEMS, UPSS, GENERATORS, SPD'S,
LIGHTING INVERTERS, TRANSFER SWITCHES, MOTORS, CIRCUIT BREAKERS, MOTOR STARTERS AND THEIR AXILLARY
CIRCUITS AND ANY OTHER ELECTRICAL ITEMS TO ENSURE PERFECT OPERATIONS OF ALL ELECTRICAL EQUIPMENT.
B.EQUIPMENT AND PARTS IN NEED OF CORRECTION, AND DISCOVERED DURING SUCH TESTING, SHALL BE IMMEDIATELY
REPAIRED AND REPLACED WITH ALL NEW EQUIPMENT AND THAT PART OF THE SYSTEM SHALL THEN BE RETESTED. ALL
SUCH REPLACEMENT OR REPAIR SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER.
C.ALL CIRCUIT(S) SHALL BE TESTED FOR CONTINUITY AND CIRCUIT INTEGRITY. ADJUSTMENTS SHALL BE MADE FOR CIRCUITS
NOT COMPLYING WITH TESTING CRITERIA.
D.ALL TEST REPORTS, INCLUDING COPIES OF ANY REQUIRED ENERGY CODE ACCEPTANCE FORMS (E.G., CA TITLE 24
ACCEPTANCE FOR CODE COMPLIANCE FORMS) SHALL BE SUBMITTED TO THE ENGINEER AT COMPLETION OF PROJECT.
1.1.IDENTIFICATION:
A.NAMEPLATES SHOULD BE PROVIDED FOR UNIT SUBSTATIONS, SWITCHGEAR, SWITCHBOARDS, DISTRIBUTION BOARDS,
DISTRIBUTION PANELS, PANEL BOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, TRANSFER SWITCHES, CONTACTORS,
STARTERS, DISCONNECT SWITCHES, ENCLOSED CIRCUIT BREAKERS/SWITCHES, INVERTERS, UPSS, PDUS, RDC'S, SPD'S,
LIGHTING CONTROL PANELS, DIMMING PANELS, DOOR RELEASE SYSTEM PANELS, FIRE ALARM/CENTRAL MONITORING
TERMINAL CABINETS/POWER SUPPLIES/CONTROL PANELS AND ALL LOW-VOLTAGE SYSTEM TERMINAL AND CONTROL
CABINETS.
1.NAMEPLATE INSCRIPTIONS SHALL BE IDENTICAL TO THE EQUIPMENT DESIGNATIONS INDICATED IN PLANS AND
SPECIFICATIONS. NAMEPLATES SHALL BE ENGRAVED WITH THE DEVICE DESIGNATION/IDENTIFICATION ON THE TOP LINE,
SOURCE IDENTIFICATION FOR THE DEVICE ON THE SECOND LINE PER CEC ART. 408.4 AND LOAD DESIGNATION FOR THE
DEVICE ON THE BOTTOM LINE. WHERE LOAD DESIGNATION CONSISTS OF A BRANCH CIRCUIT, OMIT BOTTOM LINE.
WHERE DEVICE DESIGNATION IS NOT INDICATED ON THE PLANS/SPECIFICATIONS, CONTRACTOR SHALL SUBMIT A
WRITTEN CLARIFICATION REQUEST TO THE ENGINEER.
EXAMPLE: TRANSFORMER 1TA
SOURCE DISCONNECTING LOCATION: SWITCHBOARD MSA LOCATED IN RM 110.
LOAD: PANELS 1LA AND 1LB
2.ALL CIRCUIT BREAKERS/FUSES IN SWITCHGEAR, SWITCHBOARD, DISTRIBUTION BOARDS, DISTRIBUTION PANEL'S UPS
OUTPUT CIRCUIT BREAKERS, PDU SUB-FEED CIRCUIT BREAKERS AND MOTOR CONTROL CENTERS SHALL HAVE
INDIVIDUAL NAMEPLATES LOCATED IMMEDIATELY ADJACENT TO THE RESPECTIVE DEVICE. NAMEPLATE INSCRIPTION
SHALL IDENTIFY THE DOWNSTREAM EQUIPMENT OR DEVICE SERVED BY THE CIRCUIT BREAKER OR FUSE.
B.IDENTIFICATION NAMEPLATES, UNLESS OTHERWISE NOTED (UON), SHALL BE LAMINATED/EXTRUDED MODIFIED ACRYLIC
THAT IS 3/32” THICK, UV-STABILIZED, MATTE FINISH, SUITABLE FOR USE IN THE 180°F AMBIENT, WITH BEVELED EDGES AND
ENGRAVED WHITE LETTERS 3/8” HIGH, MINIMUM, ON 1-1/2” HIGH BLACK BACKGROUND (UTILITY/NORMAL AND OPTIONAL
STANDBY POWER SYSTEMS) FOR SINGLE LINE OF TEXT. WHERE TWO LINES OF TEXT ARE REQUIRED, PROVIDE MINIMUM 2”
HIGH NAMEPLATE. WHERE THREE LINES OF TEXT ARE REQUIRED, PROVIDE MINIMUM 2.5” HIGH NAMEPLATE. PROVIDE WHITE
LETTERS ON RED BACKGROUND FOR ALL CEC ARTICLE 517 ESSENTIAL POWER SYSTEMS, ARTICLE 700 EMERGENCY
SYSTEMS, ARTICLE 701 LEGALLY REQUIRED STANDBY SYSTEMS AND ARTICLE 708 COPS.
C.IDENTIFICATION NAMEPLATES FOR NEW SWITCHGEAR, SWITCHBOARDS, DISTRIBUTION BOARDS, DISTRIBUTION PANELS,
PANELBOARDS AND MOTOR CONTROL CENTERS SHALL BE ATTACHED WITH SWITCHGEAR MANUFACTURER-PROVIDED
SCREWS VIA SWITCHGEAR MANUFACTURER PRE-DRILLED HOLES. A FACTORY OPTION TO RIVET IDENTIFICATION
NAMEPLATES TO THE EQUIPMENT IS ALSO ACCEPTABLE IF SCREW-FASTENED NAMEPLATES IS NOT AN AVAILABLE OPTION
FROM THE SWITCHGEAR MANUFACTURER. FIELD DRILLING OR OTHER MECHANICAL ATTACHMENT METHODS THAT
CHANGE/VOID THE NEMA OR NTRL RATING OF THE ENCLOSURE ARE STRICTLY FORBIDDEN.
D.IDENTIFICATION NAMEPLATES FOR TRANSFORMERS, TRANSFER SWITCHES, DISCONNECT SWITCHES, ENCLOSED CIRCUIT
BREAKERS/SWITCHES, INVERTERS, UPSS, PDUS, RDCS, SPDS, LIGHTING CONTROL PANELS, DIMMING PANELS,
DOOR-RELEASING SYSTEM PANELS, TERMINAL CABINETS AND ALL CIRCUIT BREAKERS/FUSES IN PDUS, PDU SUB-FEED
CIRCUIT BREAKERS, AND MOTOR CONTROL CENTERS SHALL BE ATTACHED TO THE EQUIPMENT BY SELF-ADHESIVE BACKING
INTEGRAL TO THE NAMEPLATES. WHEN EQUIPMENT IS LOCATED OUTDOORS, PROVIDE NAMEPLATES WITHOUT
SELF-ADHESIVE BACKING AND ATTACH TO EQUIPMENT USING WEATHER-RATED, UV-RESISTANT EPOXY. IN ALL CASES, CLEAN
SURFACES BEFORE APPLYING IDENTIFICATION NAMEPLATES PARALLEL TO EQUIPPING LINES.
E.WARNING PLACARD'S, AS REQUIRED BY THE GENERAL SINGLE LINE DIAGRAM NOTES FROM MULTIPLE POWER SOURCES, OR
INSTRUCTION PLACARD'S, AS REQUIRED FOR ALL KIRK-KEY INTERLOCK SCHEMES, ALL UPS BYPASS PROCEDURES OR AS
REQUIRED ELSEWHERE IN THE PLANS/SPECIFICATIONS SHALL BE ENGRAVED 1/2” HIGH WITH WHITE LETTERING ON THE RED
BACKGROUND USING THE SAME MATERIAL SPECIFIED FOR IDENTIFICATION NAMEPLATES WITH A SELF-ADHESIVE BACKING.
WARNING/INSTRUCTION PLACARDS SHALL BE ATTACHED TO THE FACE OF THE EQUIPMENT DIRECTLY RELATED TO THE
PLACARDS. PROVIDE A FORMAL PLACARD SUBMITTAL FOR REVIEW BY THE ENGINEER PRIOR TO ORDERING ANY
WARNING/INSTRUCTION PLACARDS. IN ALL CASES, CLEAN SURFACES BEFORE APPLYING WARNING/INSTRUCTION PLACARDS
PARALLEL TO EQUIPMENT LINES.
F.RECEPTACLES THAT ARE PART OF A UL-LISTED UNDERFLOOR COMPUTER ROOM WHIP ASSEMBLY, CEILING AND/OR
CABLE/LADDER TRAY-MOUNTED RECEPTACLES USED IN LAB, MANUFACTURING, COMMERCIAL KITCHEN ENVIRONMENTS OR
THAT ARE SERVING TELECOM/DATA/AV RACKS AND CABINETS SHALL HAVE IDENTIFICATION NAMEPLATES LOCATED ON THE
WIRING DEVICE PLATE COVER. NAMEPLATES SHALL BE SELF-ADHESIVE 3/32” THICK MICARTA WITH BEVELED EDGES,
ENGRAVED 1/4” HIGH WHITE LETTERING ON BLACK BACKGROUND WITH SERVING POWER SOURCE, CIRCUIT IDENTIFICATION
AND NEMA/IEC RECEPTACLE TYPE. USE OF TWO (2) SEPARATE NAMEPLATES PER DEVICE PLATE COVER IS ACCEPTABLE.
AFFIX NAMEPLATES TO BE VISIBLE WHEN PLUGS ARE OCCUPYING RECEPTACLES.
G.SEE WIRING DEVICE SECTION OF THIS SPECIFICATION FOR ADDITIONAL WIRING DEVICE PLATE COVER LABELING
REQUIREMENTS.
H.SEE DRAWINGS FOR PANELBOARD SCHEDULE DIRECTORY INSTALLATION REQUIREMENTS.
I.SEE CONDUIT INSTALLATION SECTION OF THIS SPECIFICATION FOR CONDUIT LABELING REQUIREMENTS.
1.1.FINAL INSPECTION AND ACCEPTANCE:
A.AFTER ALL REQUIREMENTS OF THE SPECIFICATIONS AND/OR THE DRAWINGS HAVE BEEN FULLY COMPLETED,
REPRESENTATIVES OF THE OWNER WILL INSPECT THE WORK. CONTRACTOR SHALL PROVIDE COMPETENT PERSONNEL TO
DEMONSTRATE THE OPERATION OF ANY ITEM OR SYSTEM THE FULL SATISFACTION OF EACH REPRESENTATIVE.
B.FINAL ACCEPTANCE OF THE WORK WILL BE MADE BY THE OWNER AFTER RECEIPT OF APPROVAL AND RECOMMENDATION OF
ACCEPTANCE FROM EACH REPRESENTATIVE.
1.1.RECORD DRAWINGS
A.DRAWINGS OF RECORD: THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE, A COMPLETE RECORD SET OF
DRAWINGS. THESE SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. THIS SET OF
PRINTS SHALL BE KEPT ON THE JOB SITE AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS
AUTHORIZATION FOR THE CONTRACTOR TO MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE.
UPON COMPLETION OF THE WORK, A SET OF REPRODUCTIVE CONTRACT DRAWINGS SHALL BE OBTAINED FROM THE
GENERAL CONTRACTOR AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON
WITH BLANK INK, IN A NEAT, LEGIBLE, UNDERSTANDABLE, AND PROFESSIONAL MANNER. REFER TO THE SUPPLEMENTARY
GENERAL CONDITIONS FOR COMPLETE REQUIREMENTS.
1.1.APPROVAL, EQUALS, SUBSTITUTIONS, ALTERNATIVES, NO KNOWN EQUAL
A.APPROVALS: WHERE THE WORDS (OR SIMILAR TERMS) “APPROVED”, “APPROVAL”, “ACCEPTABLE”, AND “ACCEPTANCE” ARE
USED, IT SHALL BE UNDERSTOOD THAT ACCEPTANCE BY THE OWNER, ARCHITECT AND ENGINEER ARE REQUIRED.
B.EQUAL: WHERE THE WORDS (OR SIMILAR TERMS) “EQUAL”, “APPROVED EQUAL”, “EQUAL TO”, “OR EQUAL BY”, “OR EQUAL” AND
“EQUIVALENT” ARE USED, IT SHALL BE UNDERSTOOD THAT THESE WORDS ARE FOLLOWED BY THE EXPRESSION “IN THE
OPINION OF THE OWNER, ARCHITECT, AND ENGINEER”. FOR THE PURPOSES OF SPECIFYING PRODUCTS, THE ABOVE WORDS
SHALL INDICATE THE SAME SIZE, MADE OF THE SAME CONSTRUCTION MATERIALS, MANUFACTURED WITH EQUIVALENT LIFE
EXPECTANCY, HAVING THE SAME AESTHETIC APPEARANCE/STYLE (INCLUDES CRAFTSMANSHIP, PHYSICAL ATTRIBUTES,
COLOR AND FINISH), AND THE SAME PERFORMANCE.
C.SUBSTITUTION: FOR THE PURPOSE OF SPECIFYING PRODUCTS, “SUBSTITUTION” SHALL REFER TO THE SUBMITTAL OFF THE
PRODUCT NOT EXPLICITLY APPROVED BY THE CONSTRUCTION DOCUMENTS/SPECIFICATIONS.
1.SUBSTITUTION OF SPECIFIED EQUIPMENT SHALL BE SUBMITTED AND RECEIVED BY THE ENGINEER TEN (10) DAYS PRIOR
TO THE BID DATE FOR REVIEW AND WRITTEN APPROVAL. REGULATORY AGENCY APPROVALS FOR ALL SUBSTITUTIONS
WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TO RECEIVE CONSIDERATION, REQUEST FOR SUBSTITUTIONS
MUST BE ACCOMPANIED BY DOCUMENTARY PROOF OF ITS EQUALITY WITH THE SPECIFIED MATERIAL. DOCUMENTARY
PROOF SHALL BE IN LETTER FORM AND IDENTIFY THE SPECIFIED VALUES/MATERIALS ALONGSIDE PROPOSED EQUAL
VALUE/MATERIALS. IN ADDITION, CATALOG BROCHURES AND SAMPLES, IF REQUESTED, MUST BE INCLUDED IN THE
SUBMITTAL. ONLY PRE-BID APPROVED PRODUCTS, ISSUED VIA A FORMAL BID ADDENDUM TO ALL BIDDERS, WILL BE
ALLOWED ON THE PROJECT. REGARDLESS OF THE APPROVAL ON ANY SUBSTITUTION, ALL BIDS SHALL BE BASED ON
THE PRODUCTS EXACTLY AS SPECIFIED. PRICING FOR EACH APPROVED SUBSTITUTION SHALL BE INCLUDED IN THE BID
SUBMITTAL AS A SEPARATE LINE ITEM.
2.IN THE EVENT THAT WRITTEN AUTHORIZATION IS GIVEN FOR SUBSTITUTION AFTER AWARD OF CONTRACT, THE
CONTRACTOR SHALL SUBMIT TO THE ENGINEER QUOTATIONS FROM SUPPLIERS/DISTRIBUTORS OF BOTH THE SPECIFIED
AND PROPOSED EQUAL MATERIAL FOR PRICE COMPARISON, AS WELL AS VERIFICATION OF DELIVERY DATES THAT
CONFORM TO THE PROJECTS SCHEDULE.
3.IN THE EVENT OF COST REDUCTION, THE OWNER WILL BE CREDITED WITH 100% OF THE REDUCTION, ARRANGED BY
CHANGE ORDER.
4.THE CONTRACTOR WARRANTS THAT SUBSTITUTIONS PROPOSED FOR SPECIFIED ITEMS WILL FULLY PERFORM THE
FUNCTIONS REQUIRED.
D.ALTERNATES/ALTERNATIVES: FOR THE PURPOSES OF SPECIFYING PRODUCTS, “ALTERNATIVES/ALTERNATES” MAY BE
ESTABLISHED TO ENABLE THE OWNER, ARCHITECT, ENGINEER TO COMPARE COSTS WHERE ALTERNATIVE MATERIALS AND
METHODS MIGHT BE USED. AN ALTERNATE PRICE SHALL BE SUBMITTED IN ADDITION TO THE BASE BID FOR CONSIDERATION.
IF THE ALTERNATE IS DEEMED ACCEPTABLE, WRITTEN AUTHORIZATION WILL BE ISSUED.
E.NO KNOW EQUAL: FOR THE PURPOSES OF SPECIFYING PRODUCTS, “NO KNOWN EQUAL” SHALL MEAN THAT THE OWNER,
ARCHITECT, ENGINEER IS NOT AWARE OF ANY EQUIVALENT PRODUCT. THE CONTRACTOR WILL NEED TO SUBMIT A
SUBSTITUTION ITEM, PER THE REQUIREMENT LISTED ABOVE, IF A DIFFERENT PRODUCT IS PROPOSED TO BE UTILIZED.
1.1.SHOP DRAWINGS/SUBMITTALS:
A.SHOP DRAWINGS/SUBMITTALS UNLESS REQUIRED OTHERWISE BY GENERAL PROJECT SPECIFICATIONS OR INSTRUCTIONS
TO BIDDERS, SHALL BE SUBMITTED IN ELECTRONIC FORMAT (PDF) TO INCLUDE A LETTER OF TRANSMITTAL (PDF), WHICH
SHALL GIVE A LIST OF THE DRAWINGS SUBMITTED WITH DATES AND/OR SYSTEM(S) COMPONENTS CONTAINED WITHIN THE
SUBMITTAL. DRAWINGS AND MATERIAL CUT SHEETS SHALL BE COMPLETE IN EVERY RESPECT AND EDITED/MARKED TO
INDICATE SPECIFIC ITEMS BEING PROVIDED. PRINTED/HARD COPIES ARE NOT ACCEPTABLE.
B.THE SHOP DRAWINGS/SUBMITTALS SHALL BE MARKED WITH THE NAME OF THE PROJECT, NUMBERED CONSECUTIVELY, AND
BEAR THE APPROVAL OF THE CONTRACTOR AS EVIDENCE THAT THE CONTRACTOR HAS CHECKED THE DRAWINGS. ANY
DRAWINGS SUBMITTED WITHOUT THIS APPROVAL WILL BE RETURNED TO THE CONTRACTOR FOR RESUBMITTAL.
C.IF THE SHOP DRAWINGS SHOW VARIATIONS FROM THE REQUIREMENTS OF THE CONTRACT BECAUSE OF STANDARD SHOP
PRACTICE OR OTHER REASONS, THE CONTRACTOR SHALL MAKE SPECIFIC MENTION OF SUCH VARIATIONS IN THE
CONTRACTORS LETTER OF TRANSMITTAL. IF THE SUBSTITUTION IS EXCEPTED THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPER ADJUSTMENT THAT MAY BE CAUSE BY THE SUBSTITUTION. SAMPLES SHALL BE SUBMITTED WHEN REQUESTED.
D.ONLY PRODUCTS LISTED AS “EQUAL” WITHIN THE CONTRACT DOCUMENTS, ALONG WITH FORMALLY APPROVED
“SUBSTITUTIONS” WILL BE REVIEWED. PRODUCTS NOT CONFORMING TO THESE ITEMS WILL NOT BE REVIEWED AND WILL BE
RETURNED TO THE CONTRACTOR FOR RESUBMITTAL.
E.REVIEW COMMENTS USED IN RESPONSE TO SHOP DRAWINGS/SUBMITTALS ARE:
1."NO EXCEPTIONS TAKE" PRODUCT APPROVED AS SUBMITTED.
2."FURNISH AS CORRECTED" RE-SUBMITTAL NOT REQUIRED, ALTHOUGH THE CONTRACTOR SHALL PROVIDE THE
SUBMITTED PRODUCT CORRECTED AS NOTED.
3."REVISE AND RESUBMIT" RE-SUBMITTAL REQUIRED WITH CORRECTIONS AS NOTED.
4."REJECTED" RE-SUBMITTAL REQUIRED BASED UPON THE ORIGINALLY SPECIFIED PRODUCT.
F.SUBMITTAL SECTIONS:
1.SUBMITTALS SHALL BE SUBMITTED USING THE BELOW SECTION NUMBER.
a)26 0519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
b)26 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
c)26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
d)26 0533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
e)26 0543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS
f)26 0544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING
g)26 0548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS.
h)26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS
i)26 0573 POWER SYSTEM STUDIES
j)26 0943 NETWORK LIGHTING CONTROLS.
k)26 2416 PANELBOARDS
l)26 2713 ELECTRICITY METERING
m)26 2726 WIRING DEVICES
n)26 2813 FUSES
o)26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS
p)26 2913 ENCLOSED CONTROLLERS
q)26 3353 UNINTERRUPTIBLE POWER SUPPLY
r)26 3600 TRANSFER SWITCHES
s)26 4313 SURGE PROTECTIVE DEVICES
t)26 5100 INTERIOR LIGHTING
u)26 5600 EXTERIOR LIGHTING.
G.SHOP DRAWINGS SHALL BE SUBMITTED ON THE FOLLOWING, BUT NOT LIMITED TO:
1.LIGHTING FIXTURE, LAMPS AND DRIVERS.
2.SWITCHES, PANELBOARDS; COMPLETE WITH OVERCURRENT DEVICE INFORMATION.
3.TRANSFORMERS
4.FIRE ALARM SYSTEMS/CENTRAL MONITORING SYSTEMS.
5.WIRING DEVICES.
6.LIGHTING CONTROL PRODUCT/DIMMING SYSTEM PRODUCTS.
7.PULL BOXES AND UNDERGROUND VAULTS.
8.TERMINAL CABINETS.
9.UPSS, TRANSFER SWITCHES, SPD SYSTEMS.
10.ARC FLASH, SHORT CIRCUIT AND COORDINATION STUDIES, ARC FLASH LABELS AND BACKUP FOR STUDIES.
11.ALL OTHER PRODUCTS CALLED OUT ON DRAWINGS THAT CALL FOR SHOP DRAWING SUBMITTALS.
1.1.MAINTENANCE, SERVICING, INSTRUCTION MANUALS AND WIRING DIAGRAMS:
A.PRIOR TO FINAL ACCEPTANCE OF THE JOB, THE ELECTRICAL CONTRACTOR SHALL FURNISH TO THE OWNER AT LEAST FOUR
(4) COPIES OF OPERATION AND MAINTENANCE AND SERVICING INSTRUCTIONS, AS WELL AS FOUR (4) COMPLETE WIRING
DIAGRAMS FOR THE FOLLOWING ITEMS OR EQUIPMENT:
a.a.LIGHTING CONTROL SYSTEMS/DIMMING SYSTEMS.
a.b.FIRE ALARM SYSTEMS.
a.c.PANELBOARDS COMPLETE WITH OVER CURRENT DEVICE INFORMATION.
a.d.UPSS, TRANSFER SWITCHES, SPD SYSTEMS.
B.ALL WIRING DIAGRAMS SHALL SPECIFICALLY COVER THE SYSTEM SUPPLIED. TYPICAL DRAWINGS WILL NOT BE EXCEPTED.
FOUR (4) COPIES SHALL BE PRESENTED TO THE OWNER.
1.12.INTERRUPTION OF SERVICES/SERVICE SHUTDOWN
A.ANY INTERRUPTION OF ELECTRICAL SERVICES, ELECTRICAL CIRCUITS, ELECTRICAL FEEDERS, SIGNAL SYSTEMS,
COMMUNICATION SYSTEMS, FIRE ALARM SYSTEMS, ETC., REQUIRED TO PERFORM WORK SHALL MEET THE SPECIFIC
PRIOR-APPROVAL REQUIREMENTS OF THE OWNER. SUCH WORK SHALL BE SCHEDULED WITH THE OWNER TO BE
PERFORMED AT THE OWNERS CONVENIENCE.
B.INTERRUPTIONS/OUTAGES OF ANY OF THE OWNERS, SYSTEMS AND SERVICES MENTIONED ABOVE SHALL BE SCHEDULED TO
OCCUR DURING OTHER THAN THE OWNERS NORMAL BUSINESS HOURS. ANY OVERTIME COST SHALL BE BORNE BY THE
CONTRACTOR.
C.SEE DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS REGARDING OUTAGES, INTERRUPTION AND ANY TEMPORARY
SERVICES REQUIRED.
ELECTRICAL SPECIFICATIONS - DIV 26
DATE DESCRIPTION
REVISIONS
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
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LANOISS
C A L I F O R N IAS
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LEC T R I C A L
EXP: 3-31-25
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STAMPED DATE: 3/11/2024
MG-23021
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01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-1.2
ELECTRICAL
SPECIFICATIONS
PART 2 - PRODUCTS
2.1.MATERIALS
A.MATERIALS AND EQUIPMENT: ALL ELECTRICAL MATERIALS AND EQUIPMENT, INCLUDING CUSTOM-MADE EQUIPMENT, SHALL BE NEW AND SHALL
BE LISTED BY UNDERWRITERS LABORATORIES (UL) AND BEAR THEIR LABEL OR BE LISTED AND CERTIFIED BY A NATIONAL RECOGNIZED TESTING
LAB (NRTL) THAT IS ALSO RECOGNIZED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ).
C.PANELBOARDS - BRANCH CIRCUIT:
1.SEE DRAWINGS FOR PANELBOARD SCHEDULES AND SPECIFICATIONS.
E.LIGHTING FIXTURES:
1.SEE DRAWINGS FOR LIGHTING FIXTURES AND LAMPS SCHEDULES AND ADDITIONAL SPECIFICATIONS. FURNISH, INSTALL, AND CONNECT THE
LIGHTING FIXTURE AND EACH OUTLET WITH LIGHTING FIXTURE TYPE SYMBOL (DESIGNATED ON PLANS) IS SHOWN AS BEING INSTALLED.
EACH FIXTURE SHALL BE COMPLETE WITH ALL REQUIRED ACCESSORIES INCLUDING SOCKETS, GLASSWARE, BOXES, SPACERS, MOUNTING
DEVICES, FIRE RATING ENCLOSURES AND LAMPS.
2.LED DRIVERS: SEE LIGHTING FIXTURE SCHEDULE NOTES.
3.LAMPS: SEE LIGHTING FIXTURE SCHEDULE NOTES.
4.LAMPS: SEE LIGHTING FIXTURE SCHEDULE NOTES.
F.WIRING DEVICES:
1.PROVIDE WIRING DEVICES INDICATED PER PLAN. DEVICES SHALL BE HOSPITAL GRADE.
2.ACCEPTABLE MANUFACTURERS ARE LEVITON, PASS & SEYMOUR AND HUBBELL. PROVIDE ALL SIMILAR DEVICES, OF SAME MANUFACTURE,
UNLESS INDICATED OTHERWISE. ALL DEVICE COLORS SHALL BE SELECTED FROM THE FULL RANGE OF MANUFACTURERS STANDARD COLOR
OPTIONS AS SELECTED BY THE ARCHITECT. THIS DIRECTION WILL BE PROVIDED IN THE SHOP DRAWING REVIEW PROCESS.
a)WIRING DEVICES (DECORA)
b)WIRING DEVICE LOCATED IN MIRRORS SHALL GENERALLY BE WHITE WITH STAINLESS STEEL COVER PLATES UNLESS OTHERWISE
INDICATED BY THE ARCHITECT.
3.IN ADDITION TO OTHER DEVICE REQUIREMENTS LISTED ELSEWHERE IN THIS SPECIFICATION, 125V (VOLT) 15A (AMP) AND 20A
TAMPER-RESISTANT WIRING DEVICES SHALL BE PROVIDED AS FOLLOWS:
a)IN WET AND/OR EXTERIOR LOCATIONS.
4.WIRING DEVICE COVER PLATES LOCATION ON RECESSED BOXES SHALL BE COMMERCIAL GRADE NYLON. PLATE COLOR SHALL MATCH
WIRING DEVICE COLOR UON ON PLANS. COVER PLATES UTILIZED ON SURFACE MOUNTED BOXES SHALL BE METAL. PLASTIC COVER PLATES
ARE UNACCEPTABLE.
5.EXCEPT AS OTHERWISE NOTED, ALL WIRING DEVICE PLATES ON THE PROJECT SHALL BE LABELED WITH PANEL AND CIRCUIT NUMBER(S)
UTILIZING LASER ENGRAVEMENT. HANDWRITTEN LABELS ARE UNACCEPTABLE.
6.THE FOLLOWING WIRING DEVICE PLATES SHALL HAVE CUSTOM ENGRAVING:
a)KEY OPERATED SWITCHES, SWITCHES WITH PILOT LIGHTS, AND SWITCHES FOR THE CONTROL OF MOTORS, HEATERS AND
VENTILATORS. ENGRAVING SHALL BE BLACK AND OCCUR ON THE EXPOSED SIDE OF THE PLATE INDICATING THE MOTOR, HEATER, OR
VENTILATOR CONTROLLED.
b)ALL STAINLESS STEEL AND NYLON DEVICE PLATES SHALL BE ENGRAVED USING A ROTARY ENGRAVING PROCESS EXCEPT FOR BLACK
LETTERING ON STAINLESS STEEL DEVICE PLATES WHICH MAY BE ACCOMPLISHED VIA LASER ETCHING PROCESS. ALL LETTERING
SHALL BE 3/16” HIGH. PROVIDE A DIMENSIONED SUBMITTAL DRAWING DETAILING A TYPICAL DEVICE FACEPLATE WITH ENGRAVING.
G.WEATHERPROOF OUTLET CONVERS/ASSEMBLIES: ALL RECEPTACLES IDENTIFIED AS WEATHERPROOF ON THE DRAWINGS SHALL BE
WEATHER-RESISTANT, TAMPER-RESISTANT, GFCI TYPE AND EQUIPPED AS FOLLOWS:
1.TYPE WP-A: RECESSED WALL BOX WITH A HINGED, LOCKABLE, CAST ALUMINUM, SELF-CLOSING, GASKET-EQUIPPED DOOR THAT IS WET
LOCATION-LISTED RAINTIGHT “WHILE IN USE”. UNIT SHALL COMPLY WITH CEC, ARTICLE 406.9(A) AND (B), UON ON DRAWINGS, PROVIDE THE
FOLLOWING:
a)A 20A WEATHER-RESISTANT, TAMPER-RESISTANT, GFCI DUPLEX RECEPTACLE. PROVIDE BRANCH CIRCUITING PER PLANS
b)CUSTOM COLOR POWDER COAT FINISH AND SELECTED BY ARCHITECT - INCLUDE ALL COST IN BASE BID.
c)IN LOCATION WITH SUFFICIENT WALL DEPTH, PROVIDE 6" WIDE X6" TALL X 5-1/2" DEEP RECESSED WALL BOX (C.W. COLE
#TL310-WCS-K1-CUSTOM COLOR).
d)IN LOCATION UTILIZING SHALLOW STU WALLS CONSTRUCTION OR OTHER WALLS OF INSUFFICIENT DEPTH, PROVIDE 10-3/4” WIDE X
7-3/8” TALL X 3-7/8” DEEP RECESSED WALL BOX (C.W. COLE #TL310-WCS-SH-K1-CUSTOM COLOR).
2.TYPE WP-B: WET LOCATION-LISTED RAINTIGHT “WHILE IN USE” CAST COPPER-FREE ALUMINUM LOCKABLE COVER WITH BAKED ALUMINUM
LACQUER FINISH AND ONE-GANG, WEATHER-RESISTANT, TAMPER-RESISTANT GFCI RECEPTACLE. HUBBELL WP26E SERIES. POLYCARBONATE
COVERS ARE UNACCEPTABLE. COMPLIANT WITH CALIFORNIA ELECTRIC CODE (CEC), ARTICLE 406.9 (A) AND (B). CONTRACTOR SHALL
POWDER COAT COVER ASSEMBLY TO A CUSTOM COLOR WHERE RECEPTACLE LOCATIONS ARE DEEMED, BY THE ARCHITECT, TO BE IN AN
AESTHETIC SENSITIVE OR PUBLIC SPACE.
a)A 20A WEATHER-RESISTANT, GFCI DUPLEX RECEPTACLE. PROVIDE BRANCH CIRCUITING PER PLANS.
b)CUSTOM COLOR POWDER COAT FINISH AND SELECTED BY ARCHITECT - INCLUDE ALL COST IN BASE BID.
H.CIRCUIT BREAKER:
3.SERVICE ENTRANCE CIRCUIT BREAKERS SMALLER THAN 400A FRAME SHALL BE THERMAL-MAGNETIC TRIP WITH INVERSE TIME CURRENT
CHARACTERISTICS UNLESS OTHERWISE INDICATED BELOW. SERVICE ENTRANCE MAIN CIRCUIT BREAKERS AND METER MAIN CIRCUIT
BREAKERS, 400A FRAME AND LARGER SHALL BE 100% RATED, SOLID-STATE TYPE AS OUTLINED IN THIS SPECIFICATION. ALL OTHER SERVICE
ENTRANCE CIRCUIT BREAKERS, 400A FRAME AND LARGER, SHALL BE 100% RATED, SOLID-STATE TYPE AS OUTLINED IN THIS SPECIFICATION.
4.ALL NON-SERVICE ENTRANCE CIRCUIT BREAKERS 225A AND LARGER SHALL BE THERMAL MAGNETIC TYPE AND HAVE CONTINUOUS
ADJUSTABLE INSTANTANEOUS PICK-UPS OF APPROXIMATELY 5 TO 10 TIMES TRIP RATING. BREAKERS SHALL HAVE EITHER
TAMPER-RESISTANT RATING DIALS OR EASILY CHANGED TRIP RATING PLUGS WITH TRIP RATINGS AS INDICATED ON THE DRAWINGS. RATING
PLUGS SHALL BE INTERLOCKED SO THEY ARE NOT INTERCHANGEABLE BETWEEN FRAMES. ADDITIONALLY, ALL NON-SERVICE ENTRANCE
CIRCUIT BREAKERS, 600A FRAME AND LARGER, LOCATED IN 480V, 3-PHASE, 3-WIRE OR 277/480V, 3-PHASE, 4-WIRE SWITCHGEAR,
SWITCHBOARDS, DISTRIBUTION BOARD, PANEL BOARDS, BUSDUCT CIRCUIT BREAKERS, SHALL BE SOLID-STATE, 100% RATED. BREAKERS
SHALL HAVE BUILT-IN TEST POINTS FOR TESTING LONG DELAY, SHORT DELAY, INSTANTANEOUS, AND GROUND FAULT (WHERE SHOWN ON
DRAWING) FUNCTIONS OF THE BREAKER BY MEANS OF A 120V OPERATED TEST KIT. CONTRACTOR SHALL UTILIZE A TEST KIT CAPABLE OF
TESTING ALL CIRCUIT BREAKERS 400A AND ABOVE - AT THE ENGINEERS REQUEST.
5.ALL NON-SERVICE ENTRANCE CIRCUIT BREAKERS LESS THAN 225A SHALL BE MOLDED PLASTIC CASE AIR CIRCUIT BREAKERS CONFORMING
TO UL 489. PROVIDE BREAKERS WITH THERMAL MAGNETIC TRIP UNITS, AND A COMMON TRIP BAR FOR TWO- OR THREE-POLE BREAKERS,
CONNECTED INTERNALLY TO EACH POLE SO TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF EACH BREAKER. PROVIDE
BREAKERS OF TRIP-FREE AND TRIP-INDICATING BOLT-ON TYPE, WITH QUICK-MAKE, QUICK BREAK CONTACTS. PROVIDE SINGLE TWO- OR
THREE-POLE BREAKERS INTERCHANGEABILITY. PROVIDE PADLOCKING DEVICE FOR CIRCUIT BREAKERS AS SHOWN ON THE DRAWINGS.
6.WHERE A CURRENT LIMITING CIRCUIT BREAKER (CLCB) IS INDICATED ON DRAWINGS OR AS REQUIRED ELSEWHERE IN THIS SPECIFICATION,
PROVIDE A UL LISTED CURRENT LIMITING THERMAL MAGNETIC CIRCUIT BREAKER(S) (UON). AN INDEPENDENTLY OPERATING LIMITER
SECTION WITHIN A MOLDED CASE IS NOT ALLOWED. COORDINATE CLCB RATINGS AS INDICATED TO PROTECT ELECTRICAL SYSTEM
COMPONENTS ON THE LOAD SIDE OF THE CLCB TO INCLUDE, BUT NOT LIMITED TO, PROTECTING AUTOMATIC TRANSFER SWITCHES,
PANELBOARDS AND LIGHTING CONTROL PANELS.
7.WHERE A SOLID STATE CIRCUIT BREAKER IS INDICATED ON THE DRAWINGS OR AS REQUIRED ELSEWHERE IN THIS SPECIFICATION, PROVIDE
A SOLID STATE CIRCUIT BREAKER WITH MINIMUM FIVE (5) FUNCTION COMPLETE WITH BUILT-IN CURRENT TRANSFORMERS. THE FIVE (5)
FUNCTIONS SHALL BE INDEPENDENTLY ADJUSTABLE AND CONSIST OF OVERLOAD/LONG TIME AMP RATING, LONG TIME DELAY, SHORT TIME
DELAY, SHORT CIRCUIT/INSTANTANEOUS PICK-UP, BUT MAY ALSO INCLUDE SHUNT TRIP AND/OR GROUND FAULT IF SO, INDICATED ON THE
DRAWINGS. RATING PLUGS SHALL BE INTERLOCKED SO THEY ARE NOT INTERCHANGEABLE BETWEEN FRAMES. BREAKER SHALL HAVE
BUILT-IN TEST POINTS FOR TESTING LONG DELAY AND INSTANTANEOUS, AND GROUND FAULT (WHERE SHOWN) FUNCTIONS OF THE BREAKER
BY MEANS OF A 120V OPERATED TEST KIT. CONTRACTOR SHALL UTILIZE A TEST KIT CAPABLE OF TESTING ALL BREAKERS 400A AND ABOVE,
AT THE ENGINEER'S REQUEST.
8.CIRCUIT BREAKERS, 1200A FRAME OR LARGER, OR CIRCUIT BREAKERS WITH SENSOR OR ADJUSTABLE TRIP SETTINGS, 1200A OR LARGER,
SHALL BE EQUIPPED WITH AN ENERGY REDUCING MAINTENANCE SWITCH THAT COMPLIES WITH CEC, ARTICLE 240.87 (B) (3) UNLESS
SPECIFIED ELSEWHERE WITH AN ALTERNATE ARC ENERGY REDUCTION METHOD ALLOWED BY THIS SAME CODE SECTION.
9.GROUND FAULT INTERRUPTING BREAKERS: PROVIDE WITH MOLDED PLASTIC CASE, AIR CIRCUIT BREAKERS, SIMILAR TO ABOVE WITH
GROUND FAULT CIRCUIT INTERRUPT CAPABILITY, CONFORMING TO UL CLASS A, GROUP 1.
10.ARC FAULT INTERRUPTING BREAKERS: PROVIDE WITH MOLDED PLASTIC CASE, AIR CIRCUIT BREAKERS, SIMILAR TO ABOVE WITH ARC FAULT
CIRCUIT INTERRUPT CAPABILITY, CONFORMING TO UL 1699. PROVIDE ON ALL DWELLING-UNIT CIRCUIT SUPPLYING BEDROOMS, SLEEPING
QUARTERS, ETC., AS REQUIRED TO COMPLY WITH CEC, ARTICLE 210.12.
11.TANDEM OR HALF-SIZE CIRCUIT BREAKERS ARE NOT PERMITTED.
12.SERIES-RATED BREAKERS: UL LISTED SERIES-RATED COMBINATIONS OF BREAKERS CAN BE USED TO OBTAIN PANELBOARD-INTERRUPTING
RATINGS SHOWN ON DRAWINGS. IF SERIES-RATED BREAKERS ARE USED, SWITCHBOARDS, DISTRIBUTION BOARDS AND PANELBOARDS
SHALL BE APPROPRIATELY LABELED TO INDICATE THE USE OF SERIES RATED BREAKERS. SHOP DRAWING SUBMITTAL SHALL INCLUDE CHART
OF UL LISTED DEVICES WHICH COORDINATE TO PROVIDE SERIES RATING.
13.CIRCUIT BREAKERS SHALL BE STANDARD INTERRUPTING CONSTRUCTION. PANELBOARDS SHALL ACCEPT STANDARD CIRCUIT BREAKERS UP
TO 100A.
14.CIRCUIT BREAKER HANDLE ACCESSORIES SHALL PROVIDE PROVISIONS FOR LOCKING HANDLE IN THE “ON/OFF” POSITION.
15.SHUNT TRIP EQUIPPED CIRCUIT BREAKERS SHALL BE PROVIDED ON ALL ELEVATOR FEEDERS.
16.TEMPERATURE COMPENSATING CIRCUIT BREAKER(S) SHALL BE PROVIDED WHEN LOCATED IN OUTDOOR ENCLOSURE(S) OR WHEN LOCATED
IN AN ENCLOSURE SUBJECT TO HIGH AMBIENT HEAT DUE TO NEARBY INDUSTRIAL PROCESSES, ETC.
17.PROVIDE 75 DEGREE CELSIUS-RATED CONDUCTOR LUG/LUG-KITS AS REQUIRED ON ALL CIRCUIT BREAKERS TO ACCEPT CONDUCTOR
QUANTITIES AND SIZES SHOWN ON DRAWINGS.
18.ALL CIRCUIT BREAKER TERMINATIONS SHALL BE SUITABLE FOR USE WITH A 75 DEGREE CELSIUS AMPACITY CONDUCTORS. LISTED,
DUAL-RATED PIN TERMINALS, STRAIGHT OR OFFSET, ARE ACCEPTABLE FOR USE TO IN ACCOMMODATING OVERSIZED OR PARALLEL
CONDUCTOR INSTALLATIONS.
19.CIRCUIT BREAKER SERVING FIRE ALARM OR CENTRAL MONITORING PANELS AND POWER SUPPLIES SHALL BE RED IN COLOR AND LOCKABLE
IN THE “ON” POSITION.
I.DISCONNECT SWITCHES:
1.NON-FUSIBLE OR FUSIBLE, HEAVY-DUTY, EXTERNALLY OPERATED HORSEPOWER-RATED, 600V A.C.: PROVIDE NEMA 3R, LOCKABLE
ENCLOSURES FOR ALL SWITCHES LOCATED ON ROOF TOPS, IN WET OR DAMP AREAS AND IN ANY AREAS EXPOSED TO THE ELEMENTS.
2.FUSIBLE SWITCHES SHALL BE CLASS “R” WHEN 600A OR LESS, AND CLASS “L” WHEN GREATER THAN 600A.
3.AMPERAGE, HORSEPOWER, VOLTAGE AND NUMBER OF POLES PER DRAWINGS: ALL SHALL BE CLEARLY MARKED ON THE SWITCH
NAMEPLATE.
4.PROVIDE THE OWNER WITH ONE (1) SPARE SET OF FUSES AND TWO (2) SETS OF FUSE CLIPS/FUSES FOR EVERY SET OF FUSES ON THE
PROJECT.
J.FUSES:
1.PROVIDE FUSES AT ALL LOCATIONS SHOWN ON THE DRAWINGS AND AS REQUIRED FOR SUPPLEMENTAL PROTECTION:
a)FUSES SHALL BE MANUFACTURED BY BUSSMANN, SHAWMUT OR EQUAL.
b)ALL FUSES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER.
2.MAIN AND FEEDER PROTECTION:
a)PROTECTIVE DEVICES RATED GREATER THAN 600A: PROVIDE BUSSMANN HI-CAP FUSES, CLASS “L”, CURRENT-LIMITING, HAVING AN
INTERRUPTING RATING OF 200,000A RMS.
b)PROTECTIVE DEVICES RATED 600A OR LESS: PROVIDE BUSSMANN CLASS “R” FUSES, CLASS “RK” CURRENT-LIMITING FUSES, HAVING AN
INTERRUPTING RATING OF 200,000A RMS.
3.MOTOR PROTECTION:
a)WHERE RATING OF PROTECTIVE DEVICE IS GREAT THAN 600A: PROVIDE BUSSMANN HI-CAP FUSES, CLASS “L”, CURRENT-LIMITING,
HAVING AN INTERRUPTING RATING OF 200,000A RMS.
b)PROTECTIVE DEVICES RATED 600A OR LESS: PROVIDE BUSSMANN CLASS “RK” CURRENT-LIMITING FUSES, HAVING AN INTERRUPTING
RATING OF 200,000A RMS.
c)WHERE FUSES FEEDING MOTORS ARE INDICATED, BUT NOT SIZED: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
COORDINATE THE FUSE SIZE WITH THE CONTRACTOR SUPPLYING THE MOTOR TO PROVIDE PROPER MOTOR RUNNING PROTECTIONS.
d)WHEN REJECTION TYPE FUSES ARE SPECIFIED (CLASS “RK” SERIES) THE FUSE HOLDER OF ALL SWITCHES (SPECIFIED IN OTHER
SECTIONS) SHALL BE SUITABLE FOR THE FUSES PROVIDED.
L.UNINTERRUPTIBLE POWER SYSTEM(UPS):
1.SEE DRAWINGS FOR UPS SCHEDULES AND SPECIFICATIONS.
P.LIGHTING CONTROL SYSTEMS:
1.SEE DRAWINGS FOR LIGHTING CONTROL SYSTEMS SCHEDULES AND SPECIFICATIONS.
Q.FIRE ALARM SYSTEM/CENTRAL MONITORING SYSTEM:
1.DESIGN BUILD BY CONTRACTOR.
R.SURGE PROTECTION DEVICE (SPD)
1.SEE DRAWINGS FOR SPD SPECIFICATIONS.
S.CONDUIT:
1.GALVANIZED RIGID CONDUIT (GRC) SHALL BE FULL WEIGHT THREADED TYPE STEEL. STEEL CONDUIT SHALL BE PROTECTED BY OVERALL
ZINC COATING TO INSIDE AND OUTSIDE SURFACES, APPLIED BY THE HOT DIP, METALLIZING, OR SHERARDIZING PROCESS.
2.INTERMEDIATE METAL CONDUIT (IMC) SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH UL 1242, AND MEET FEDERAL
SPECIFICATION WWC-581 (LATEST REVISION).
3.ELECTRICAL METALLIC TUBING (EMT) SHALL BE ZINC-COATED STEEL WITH BAKES ENAMEL OR PLASTIC FINISH ON INSIDE SURFACES EXCEPT
AS NOTED BELOW. EMT SHALL BE DIPPED IN A CHROMIC ACID BATH TO CHEMICALLY FORM A CORROSION-RESISTANT PROTECTIVE COATING
OF ZINC CHROMATE OVER GALVANIZED SURFACE.
4.FLEXIBLE METAL CONDUITS SHALL BE CONSTRUCTED OF ALUMINUM OR HOT-DIPPED GALVANIZED STEEL STRIPS WOUND SPIRALLY WITH
INTERLOCKING EDGES TO PROVIDE GREATEST FLEXIBILITY WITH MAXIMUM STRENGTH. INTERIOR SURFACES SHALL BE SMOOTH AND OFFER
MINIMUM DRAG TO PULLING IN CONDUCTORS. USED ONLY AS DIRECTED IN WRITING BY THE ENGINEER WITH THE EXCEPTION OF 400HZ
FEEDERS AND 400HZ BRANCH CIRCUITS WHICH SHALL BE RUN IN FLEXIBLE ALUMINUM CONDUIT.
5.LIQUID-TIGHT CONDUIT (SEAL-TITE) SHALL BE GALVANIZED STEEL FLEXIBLE CONDUIT AS ABOVE EXCEPT WITH MOISTURE AND OIL-PROOF
JACKET, PRE-CUT LENGTHS, AND FACTORY-INSTALLED FITTINGS. FOR OUTDOOR INSTALLATION AND MOTOR CONNECTIONS ONLY, UNLESS
OTHERWISE NOTED ON DRAWINGS.
6.FACTORY ASSEMBLED, OR OFF-SITE ASSEMBLED WIRING SYSTEMS (SUCH AS METAL CLAD (MC) CABLE, TYPE AC CABLE, TYPE NM CABLE,
TYPE BX CABLE, ETC.) SHALL NOT BE USED UNLESS AS APPROVED BY THE OWNER AND ENGINEER IN WRITING DURING THE BID.
7.WHEN APPROVED, IN WRITING BUT THE OWNER AND ENGINEER ON THE PROJECT, MC CABLES SHALL BE ALLOWED FOR LIGHTING BRANCH
CIRCUITS (HOMERUNS SHALL BE IN EMT), RECEPTACLE BRAND CIRCUITS (HOMERUNS SHALL BE IN EMT) AND POKE-THRU FED SYSTEMS
FURNITURE HOMERUNS. MC CABLES SHALL NOT BE USED TO EXPOSED, EXCEPT FOR A MAXIMUM 6'-0” LENGTH FOR FINAL CONNECTIONS TO
LIGHT FIXTURES, OR TERMINALS IN ELECTRICAL PANELBOARDS OR DISTRIBUTION BOARDS. EQUIPMENT GROUND CONDUCTOR SHALL BE
GREEN. ISOLATED GROUND CONDUCTOR SHALL BE GREEN WITH YELLOW STRIPE. PROVIDE 600V RATED ALUMINUM OR LIGHTWEIGHT STEEL
INTERLOCKING ARMOR METAL CLAD (MC) CABLE WITH COPPER CONDUCTORS, THHN (90° C) INSULATION, AND INTEGRAL EQUIPMENT
GROUNDING CONDUCTOR AND ISOLATED GROUNDING CONDUCTOR AS REQUIRED. TYPE AC CABLE LISTED FOR USE IN PATIENT CARE AREAS
FOR NON-ESSENTIAL ELECTRICAL SYSTEM BRANCH CIRCUITS PER CEC, ARTICLE 517.13 SHALL BE REQUIRED IN SUCH AREAS IN LIEU OF MC
CABLE. TYPE AC AND MC CABLES SHALL NOT BE USED FOR ESSENTIAL ELECTRICAL SYSTEM BRANCH CIRCUITS. MC CABLE SHOULD BE
MANUFACTURED TO UNDERWRITES LABORATORIES STANDARD 1569. SEE PART 3 - EXECUTION IN THIS SPECIFICATION FOR ADDITIONAL
INSTALLATION REQUIREMENTS.
8.NONMETALLIC FLEXIBLE TUBING (ENT) SHALL NOT BE USED UNLESS AS APPROVED BY THE OWNER AND ENGINEER IN WRITING DURING THE
BID. USE OF ENT, IF ALLOWED, IS STRICTLY LIMITED TO USE IN CMU WALLS AND PARKING STRUCTURE DECKS OR AS DIRECTED IN WRITING
BY THE ENGINEER. SEE EXECUTION SECTION OF THIS SPECIFICATION FOR ADDITIONAL INSTALLATION REQUIREMENTS.
9.NON-METALLIC CONDUIT:
a)POLYVINYL CHLORIDE (PVC) RIGID CONDUIT, SCHEDULE 40, TYPE II FOR UNDERGROUND INSTALLATION ONLY WITH SOLVENT WELDED
JOINTS, CONFORMING TO UL REQUIREMENTS, LISTED FOR EXPOSED AND DIRECT BURIAL APPLICATIONS.
b)CONDUIT AND FITTINGS SHALL BE PRODUCED BY THE SAME MANUFACTURER.
T.FITTINGS:
1.CONDULET TYPE FITTINGS SHALL BE SMOOTH INSIDE AND OUT, TAPER THREADED WITH INTEGRAL INSULATING BUSHING AND OF THE
SHAPES, SIZES AND TYPES REQUIRED TO FACILITATE INSTALLATION OR REMOVAL OF WIRES AND CABLES FROM THE CONDUIT AND TUBING
SYSTEM. THESE FITTINGS SHALL BE OF METAL, SMOOTH INSIDE AND OUT, THOROUGHLY GALVANIZED AND SHERARDIZED CADMIUM PLATED.
2.METTALLIC CONDULET COVERS SHALL HAVE THE SAME FINISH AS THE FITTING AND SHALL BE PROVIDED FOR THE OPENING OF EACH FITTING
WHERE CONDUCTORS DO NOT PASS THROUGH THE COVER
3.CONNECTOR, COUPLING, LOCKNUT, BUSHINGS, AND CAPS USED WITH RIGID CONDUIT SHALL BE STEEL, THREADED AND THOROUGHLY
GALVANIZED. BUSHINGS SHALL BE INSULATED.
4.UON ALL INTERIOR EMT FITTINGS, CONNECTORS AND COUPLINGS, INSTALLED IN CONCEALED LOCATIONS, AREAS, NOT CONSIDERED TO BE
WET OR DAMP LOCATIONS BY THE AHJ, OR AREAS NOT SUBJECT TO PHYSICAL DAMAGE, SHALL BE STEEL, ZINC OR CADMIUM PLATED,
THREADLESS, COMPRESSION, STEEL LOCKING RING TYPE WITH INSULATED THROAT. WHERE SUITABLE FOR USE, STEEL SET SCREW
FITTINGS ARE ALLOWED FOR TRADE SIZES OF 2” AND SMALLER. INSULATED THROAT IS NOT REQUIRED FOR FITTINGS, CONNECTORS AND
COUPLINGS 1” AND SMALLER.
5.ALL INTERIOR AND EXTERIOR EMT FITTINGS, CONNECTORS AND COUPLINGS, 2” AND SMALLER, INSTALLED IN EXPOSED OR CONCEALED
LOCATIONS THAT ARE CONSIDERED BY AHJ TO BE WET OR DAMP LOCATIONS, SHALL BE RAINTIGHT-LISTED, STEEL, ZINC OR CADMIUM
PLATED THREADLESS, COMPRESSION, STEEL LOCKING RING TYPE WITH INSULATED THROAT. IF RAINTIGHT-LISTED, EMT FITTINGS,
CONNECTORS AND COUPLINGS ARE UNAVAILABLE FOR A GIVEN TRADE SIZE OR IF CONDUIT IS INSTALLED IN AN AREA SUBJECT TO DAMAGE -
PROVIDE RIGID METALLIC OR INTERMEDIATE METALLIC CONDUITS, FITTINGS, CONNECTORS, AND COUPLINGS AS REQUIRED.
6.FLEXIBLE STEEL CONDUIT CONNECTORS SHALL BE A MALLEABLE IRON CLAMP OR SQUEEZE TYPE OR STEEL TWIST-IN TYPE WITH INSULATED
THROAT. THE FINISH SHALL BE ZINC OR CADMIUM PLATING.
7.CONDUIT UNIONS SHALL BE “ERICKSON” COUPLINGS OR APPROVED EQUAL. THE USE OF RUNNING THREADS WILL NOT BE PERMITTED.
U.600V CONNECTORS - WIRE AND CABLE:
1.ALL CONDUCTORS SHALL BE COPPER. PROVIDE STRANDED CONDUCTORS FOR #10 AWG AND LARGER OR WHEN MARKING FLEXIBLE
CONNECTIONS TO VIBRATING MACHINERY. USE COMPRESSION “FORK” TYPE CONNECTORS OR TRANSITION TO SOLID CONDUCTORS WHEN
CONNECTING TO SWITCHES, RECEPTACLES, ETC.
2.TYPE THHN/THWN-2 THERMOPLASTIC, 600V, UL APPROVED, DRY AND WET LOCATIONS RATED AT 90 DEGREES CELSIUS, FOR CONDUCTORS
OF ALL SIZES FROM #12 AWG UP TO AND INCLUDING 1000KCMIL. RHH/RHW INSULATION IS ALLOWED ONLY TO PROVIDE AN ELECTRICAL
CIRCUIT PROTECTIVE SYSTEM TO COMPLY WITH CEC, ARTICLE 695 AND 700.
3.WIRE AND CABLE SHALL BE NEW, MANUFACTURED NOT MORE THAN SIX (6) MONTHS PRIOR TO INSTALLATION, SHALL HAVE SIZE, TYPE OF
INSULATION, VOLTAGE RATING AND MANUFACTURER'S NAME PERMANENTLY MARKED ON OUTER COVERING AT REGULAR INTERVALS.
4.WIRE AND CABLE SHALL BE FACTORY COLOR-CODED BY INTEGRAL PIGMENTATION WITH A SEPARATE COLOR FOR EACH PHASE AND
NEUTRAL. EACH SYSTEM SHALL BE COLOR-CODED AND IT SHALL BE MAINTAINED THROUGHOUT.
5.SYSTEM CONDUCTOR COLOR CODING:
a)POWER 208/120V, 3PH, 4W:
(1)PHASE A =BLACK
(2)PHASE B =RED
(3)PHASE C =BLUE
(4)NEUTRAL =WHITE OR WHITE WITH PHASE COLOR TRACER
(5)SWITCH LEG =PURPLE (SWITCH LEGS SHALL ALSO BE IDENTIFIED SEPARATELY BY NUMERIC TAGS)
(6)TRAVELERS =PURPLE WITH BLACK STRIPE OR PINK
6.FIRE ALARM SYSTEM =AS RECOMMENDED BY THE MANUFACTURER.
7.ALL COLOR-CODING FOR #12 THROUGH #6 AWG CONDUCTOR SHALL BE AS IDENTIFIED ABOVE. CONDUCTORS #4 AWG AND LARGER SHALL BE
IDENTIFIED BY UTILIZING PHASE TAPE AT EACH TERMINATION.
8.NO CONDUCTORS CARRYING 120V OR MORE SHALL BE SMALLER THAN #12 AWG.
9.ALUMINUM CONDUCTORS SHALL NOT BE USED.
10.WIRE-PULLING COMPOUNDS USED AS LUBRICANTS IN INSTALLED CONDUCTORS IN RACEWAYS SHALL ONLY BE “POLYWATER J”. NO OIL,
GREASE, GRAPHITE, OR SIMILAR SUBSTANCES MAY BE USED. PULLING OF #1/0 OR LARGER CONDUCTORS SHALL BE DONE WITH AN
APPROVED CABLE PULL MACHINE. OTHER METHODS: E.G. USING VEHICLES OR BLOCK AND TACKLE TO INSTALL CONDUCTORS ARE NOT
ACCEPTABLE.
V.JUNCTION AND PULLBOXES:
1.FOR INTERIOR DRY LOCATIONS, BOXES SHALL BE NEMA 1 GALVANIZED ONE-PIECE DRAWN STEEL KNOCKOUT TYPE, WITH REMOVABLE,
MACHINE SCREW SECURED COVERS.
2.FOR OUTSIDE, DAMP OR SURFACE LOCATIONS, BOXES SHALL BE NEMA 3R HEAVY CAST ALUMINUM OR CAST IRON WITH REMOVABLE,
GASKETED, NON-FERROUS MACHINE SCREW SECURED COVERS.
3.FOR IN-GRADE APPLICATIONS, JUNCTION AND PULL BOXES SHALL BE PRE-CAST CONCRETE OR MOLDED FIBERGLASS MANUFACTURED BY
CHRISTY, BROOKS-JENSEN, OR UTILITY VAULT CO. FIBERGLASS BOXES SHALL:
a)BE USED ONLY IN LANDSCAPE PLANTER AREAS THAT NOT SUBJECT TO DAMAGE FROM LAWNMOWERS, TRACTORS AND OTHER
MACHINERY
b)NOT TO BE USED IN LAWN OR TURF AREAS.
c)NOT EXCEED 11"W x 17"L IN SIZE UNLESS REQUIRED TO BE LARGER TO MEET CODE REQUIREMENTS.
4.ALL BOXES SHALL BE SIZED FOR THE NUMBER AND SIZES OF CONDUCTORS AND CONDUIT'S ENTERING THE BOX AND EQUIPPED WITH
PLASTER RINGS WERE REQUIRED.
5.ALL BOXES LOCATED IN TRAFFIC AREAS SHALL BE TRAFFIC RATED.
W.OUTLET BOXES
1.FOR FIXTURES, BOXES SHALL BE GALVANIZED, ONE-PIECE DRAWN STEEL, KNOCKOUT TYPE EQUIPPED WITH 3/8” FIXTURE STUDS AND
PLASTER RINGS WHERE REQUIRED.
2.FOR CONVENIENCE OUTLETS, WALL SWITCHES, OR OTHER DEVICES, OUTLET BOXES SHALL BE GALVANIZED ONE-PIECE DRAWN STEEL,
KNOCKOUT TYPE 4” X 4” X 2-1/8” MINIMUM SIZE WITH PLASTER RINGS AS REQUIRED.
3.FOR LOCATIONS WERE STANDARD BOXES ARE NOT SUITABLE DUE TO NUMBER AND SIZE OF CONDUIT'S, TO BE TERMINATED, SPECIAL BOXES
SHALL BE DESIGNED TO FIT SPACES OR MEET OTHER REQUIREMENTS AND SUBMITTED FOR APPROVAL.
4.FOR EXPOSURE TO WEATHER, DAMP LOCATIONS, OR SURFACE MOUNTING, OUTLET BOXES SHALL BE HEAVY CAST ALUMINUM OR CAST IRON
WITH THREADED HUBS: COVERS SHALL BE WATERTIGHT WITH GASKETS AND NON-FERROUS SCREWS.
5.OUTLET BOXES USED FOR SUPPORT OF CEILING FANS SHALL BE GALVANIZED, ONE-PIECE DRAWN STEEL KNOCKOUT TYPE EQUIPPED WITH
BRACING BARS AND PLASTER RINGS WHERE REQUIRED AND LISTED FOR CEILING FAN SUPPORT USE. SUCH BOXES SHALL BE LABELED AND
CAPABLE OF SUPPORTING CEILING FAN WEIGHTS UP TO 70 POUNDS.
6.SEE DRAWINGS FOR FLOOR BOXES INSTALLATION NOTES AND SPECIFICATIONS.
X.PLYWOOD BACKBOARDS: WHERE INDICATED FOR TELEPHONE AND COMMUNICATION SYSTEM TERMINALS OR OTHER EQUIPMENT ASSEMBLIES,
PROVIDE BACKBOARD OF SIZE INDICATED. USE 3/4” THICK BY 8' TALL (LENGTH PER PLANS), DOUGLAS FIR, VOID FREE, KILN-DRIED, FIRE-RATED
PLYWOOD FINISHED ON ONE SIDE AND PRIME COAT PAINTED ON ALL SURFACES WITH FINISH COAT OF ENAMEL PAINT, COLOR BY ARCHITECT.
LEAVE ONE (1) FIRE-RATED STAMP/SHEET EXPOSED FOR INSPECTION.
Y.PAINTING: PANELBOARDS, JUNCTION BOXES, PULL BOXES, ETC., AND CONDUIT INSTALLED IN PUBLIC VIEW SHALL BE PAINTED WITH COLORS
SELECTED BY THE ARCHITECT TO MATCH THE SUBJECT SURFACE. REFER TO PAINTING SECTION OF THE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
Y.SEISMIC DESIGN, CERTIFICATION AND ANCHORING OF ELECTRICAL EQUIPMENT:
1.CONTRACTOR SHALL INCLUDE ALL COST IN THE BASE BID FOR LABOR, MATERIALS, ALL SPECIAL INSPECTIONS, AND STRUCTURAL
ENGINEERING DESIGN NECESSARY TO MEET THE SEISMIC DESIGN REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS (CHAPTER 13, ACE
SEI 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) AS REQUIRED BY CBC SECTION 1708 AND AS RELATED TO THE
INSTALLATION OF ALL ELECTRICAL EQUIPMENT FURNISHED UNDER THIS CONTRACT. SEE SPECIFIC PROJECT SITE SEISMIC CRITERIA ON
ARCHITECTURAL AND/OR STRUCTURAL PLANS WHICH INCLUDE BUILDING OCCUPATION CATEGORY, SEISMIC DESIGN CATEGORY, DESIGN
SPECTRAL RESPONSE ACCELERATION (SDS), HEIGHT FACTOR RATIO (Z/H) IN SITE CLASS. NON-STRUCTURAL COMPONENTS IMPORTANCE
FACTOR (IP) FOR A PARTICULAR COMPONENT SHALL BE DETERMINED BASED ON THE FOLLOWING CRITERIA:
a)IP=1.0: NON-LIFE SAFETY, NON-STRUCTURAL COMPONENTS IN AN OCCUPANCY CATEGORY IV FACILITY NOT REQUIRED FOR CONTINUED
OPERATIONS OF THE FACILITY OR IN ANY OTHER OCCUPANCY CATEGORY FACILITY WHERE COMPONENT FAILURE WILL NOT IMPAIR
CONTINUED OPERATION OF THE FACILITY.
b)IP=1.5: DESIGNATED SEISMIC SYSTEMS ARE THOSE NON-STRUCTURAL COMPONENTS IN ANY OCCUPANCY CATEGORY IV FACILITY
(EXCEPT AS NOTED ABOVE) OR THAT ARE A PART OF ANY CODE-DEFINED CRITICAL, LIFE-SAFETY, EMERGENCY, AND LEGALLY
REQUIRED STANDBY ELECTRICAL SYSTEM. ADDITIONALLY, THOSE NON-STRUCTURAL COMPONENTS CONTAINING HAZARDOUS
MATERIALS SHALL BE CLASSIFIED AS DESIGNATED SEISMIC SYSTEMS. WHILE DESIGNATING SEISMIC SYSTEMS ARE GENERALLY
IDENTIFIED ON THE PLANS, THEY MAY INCLUDE ITEMS SUCH AS GENERATORS, AUTOMATIC TRANSFER SWITCHES, UPSS AND ALL
ASSOCIATED ELECTRICAL DISTRIBUTION EQUIPMENT AND COMPONENTS NECESSARY FOR THE DESIGNATED SEISMIC SYSTEM TO FORM
A COMPLETE AND OPERABLE SYSTEM. THE CONTRACTOR SHALL ULTIMATELY BE RESPONSIBLE FOR IDENTIFYING DESIGNATED
SEISMIC SYSTEMS. FOR ANY ELECTRICAL COMPONENTS EITHER IDENTIFIED ON THE PLANS OR DETERMINED BY THE CONTRACTOR TO
BE A DESIGNATED SEISMIC SYSTEM, ALL LINE AND LOAD SIDE ELECTRICAL DISTRIBUTION SYSTEMS SUPPORTING THAT DESIGNATED
SEISMIC SYSTEM (INCLUDING, BUT NOT LIMITED TO, FEEDERS, PANELBOARDS, SWITCHBOARDS, TRANSFORMERS, ALL RELATED
COMPONENT SUPPORTS AND ATTACHMENTS, ETC.) SHALL BE CONSIDERED A PART OF THE DESIGNATED SEISMIC SYSTEM FOR THE
PURPOSE OF CODE - COMPLIANCE AND SEISMIC CERTIFICATION.
c)Z/H - HEIGHT FACTOR RATIO: SEE PLANS FOR RESPECTIVE EQUIPMENT LOCATIONS.
2.PROVIDE A DELEGATED-DESIGN SUBMITTAL FOR EACH OF THE FOLLOWING SEISMIC RESTRAINT SYSTEMS TO BE USED AS REQUIRED:
a)RESTRAINT CHANNEL BRACING CONSISTING OF MFMA-4, SHOP OR FIELD-FABRICATED BRACING ASSEMBLY MADE OF SLOTTED STEEL
CHANNELS WITH ACCESSORIES FOR ATTACHMENT TO BRACED COMPONENT AT ONE END AND TO BUILDING STRUCTURE AT THE OTHER
END, WITH OTHER MATCHING COMPONENTS, AND WITH CORROSIVE-RESISTANT COATING: RATED IN TENSION, COMPRESSION, AND
TORSION FORCES.
b)RESTRAINT CABLES CONSISTENT OF ASTM A 603 GALVANIZED STEEL CABLES. END CONNECTIONS MADE OF STEEL ASSEMBLIES WITH
THIMBLES, BRACKETS, SWIVEL, AND BOLTS DESIGNED FOR RESTRAINING CABLE SERVICE, WITH A MINIMUM OF TWO (2) CLAMPING
BOLTS FOR CABLE ENGAGEMENT.
c)SEISMIC-RESTRAINT ACCESSORIES CONSISTING OF HANGER ROD/HANGER ROD STIFFENER ASSEMBLIES, MULTIFUNCTION STEEL
CONNECTORS FOR ATTACHING HANGERS TO RIGID CHANNEL BRACING AND/OR RESTRAINT CABLES, BUSHINGS FOR FLOOR AND
WALL-MOUNTED EQUIPMENT, ANCHORING BOLTS, AND RESILIENT ISOLATION WASHERS AND BUSHINGS.
d)MECHANICAL ANCHOR BOLTS CONSISTING OF DRILLED-IN AND STUD-WEDGE OR FEMALE-WEDGE TYPE IN ZINC-COATED STEEL FOR
INTERIOR APPLICATIONS AND STAINLESS STEEL FOR EXTERIOR APPLICATIONS. SELECT ANCHOR BOLTS WITH STRENGTH REQUIRED
FOR ANCHOR AND AS TESTED ACCORDING TO ASTM E 488.
e)ADHESIVE ANCHOR BOLTS CONSISTING OF DRILLED-IN AND CAPSULE ANCHOR SYSTEM CONTAINING RESIN AND ACCELERATOR, AS
INJECTED POLYMER, OR HYBRID MORTAR ADHESIVE. PROVIDE SPECIFIC LEED-COMPATIBLE, ENVIRONMENTALLY-FRIENDLY RESINS
AND ADHESIVES ON ALL LEED PROJECTS. PROVIDE ANCHOR BOLTS AND HARDWARE WITH ZINC COATED STEEL FOR INTERIOR
APPLICATIONS AND STAINLESS STEEL FOR EXTERIOR APPLICATIONS. SELECT ANCHOR BOLTS WITH STRENGTH REQUIRED FOR
ANCHOR AND AS TESTED ACCORDING TO ASTM E 488.
f)SUBMITTAL SHALL INCLUDE THE DESIGN CALCULATIONS AND DETAILS FOR SELECTING SEISMIC RESTRAINTS COMPLYING WITH
PERFORMANCE REQUIREMENTS, DESIGN CRITERIA, AND ANALYSIS DATA SIGNED AND SEALED BY THE CONTRACTORS STRUCTURAL
ENGINEER RESPONSIBLE FOR THEIR PREPARATION. CALCULATIONS SHALL INCLUDE, BUT NOT BE LIMITED TO, STATIC AND DYNAMIC
LOADING CAUSED BY EQUIPMENT WEIGHT, OPERATION, AND SEISMIC, IF APPLICABLE, WIND FORCES REQUIRED TO SELECT SEISMIC
AND IF APPLICABLE WIND RESTRAINTS AND FOR DESIGNING VIBRATION ISOLATION BASES. PROVIDE SEISMIC AND WIND-RESTRAINT
DETAILING TO SUPPORT SYSTEM SELECTION, ARRANGEMENT OF RESTRAINTS, ATTACHMENT LOCATIONS, METHODS, AND SPACING
WITH ALL COMPONENTS IDENTIFIED TO INCLUDE THEIR STRENGTHS, DIRECTIONS AND VALUES OF FORCES TRANSMITTED TO THE
STRUCTURE DURING SEISMIC EVENTS AND ASSOCIATION WITH VIBRATION ISOLATION DEVICES. SIZES OF COMPONENTS SHALL BE
SELECTED SO STRENGTH WILL BE ADEQUATE TO CARRY PRESENT STATIC AND SEISMIC LOADS TO ACCOMMODATE 25% SPARE FUTURE
CAPACITY WITHIN SPECIFIED LOADING LIMITS.
g)ANY PRE-APPROVED AND EVALUATION DOCUMENTATION SHALL HAVE A CALIFORNIA OFFICE OF STATEWIDE HEALTH PLANNING AND
DEVELOPMENT (OSHPD) SPECIAL SEISMIC CERTIFICATION PRE-APPROVAL (OSP) DEMONSTRATING HORIZONTAL AND VERTICAL LOAD
TESTING AND ANALYSIS SHOWING MAXIMUM SEISMIC-RESTRAINTS RATINGS, BY ICC-ES OR ANOTHER AGENCY ACCEPTABLE TO
AUTHORITIES HAVING JURISDICTION (AHJ). RATINGS BASED ON INDEPENDENT TESTING ARE PREFERRED TO RATINGS BASED ON
CALCULATIONS. IF PRE-APPROVAL RATINGS ARE NOT AVAILABLE, SUBMITTALS BASED ON INDEPENDENT TESTING ARE PREFERRED.
CALCULATIONS (INCLUDING COMBINING SHEAR AND TENSILE LOADS) THAT SUPPORTS SEISMIC-RESTRAINTS DESIGNS MUST BE SIGNED
AND SEALED BY A QUALIFIED CALIFORNIA PROFESSIONAL ENGINEER.
h)COORDINATE THE LOCATION OF EMBEDDED CONNECTION HARDWARE WITH SUPPORTED EQUIPMENT ATTACHMENT AND MOUNTING
POINTS AND WITH REQUIREMENTS FOR CONCRETE REINFORCEMENT AND FORMWORK SPECIFIED ELSEWHERE IN THE PROJECT
SPECIFICATIONS.
i)INSTALL FLEXIBLE CONNECTIONS IN RUNS OF RACEWAYS, CABLES, WIREWAYS, CABLE TRAYS, AND BUSWAYS WHERE THEY CROSS
SEISMIC JOINTS, WHERE ADJACENT SECTIONS OR BRANCHES ARE SUPPORTED BY DIFFERENT STRUCTURAL ELEMENTS, AND WHERE
CONNECTION IS TERMINATED TO EQUIPMENT THAT IS ANCHORED TO A DIFFERENT STRUCTURAL ELEMENT FROM ONE SUPPORTING
THEM AS THEY APPROACH EQUIPMENT. FLEXIBLE CONNECTION LIMITATIONS OF THE CEC SHALL APPLY.
j)INSTALL SEISMIC-RESTRAINT DEVICES USING METHODS APPROVED BY OSHPD OR AN AGENCY ACCEPTABLE TO AUTHORITIES HAVING
JURISDICTION. PROVIDING REQUIRED SUBMITTAL FOR COMPONENT.
k)MULTIPLE RACEWAYS OR CABLES: SECURE RACEWAYS AND CABLES TO TRAPEZE MEMBER WITH CLAMPS APPROVED FOR
APPLICATION BY OSHPD OR AN AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
l)THE CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TEST AND INSPECTIONS AS LISTED IN OTHER PROJECT
SPECIFICATIONS, BUT AS A MINIMUM SHALL INCLUDE AT LEAST FOUR (4) OF EACH TYPE AND SIZE OF INSTALLED ANCHORS AND
FASTENERS SELECTED BY ARCHITECT. SCHEDULE TEST WITH OWNER, THROUGH ARCHITECT, BEFORE CONNECTING ANCHORAGE
DEVICE TO RESTRAINING COMPONENT (UNLESS POST CONNECTION TESTING HAS BEEN APPROVED), AND WITH AT LEAST SEVEN DAYS'
NOTICE. OBTAIN ARCHITECTS APPROVAL BEFORE TRANSMITTING TEST LOAD TO STRUCTURE. PROVIDE TEMPORARY LOAD-SPREADING
MEMBERS AS REQUIRED. TEST TO 90% OF RATED PROOF LOAD OF DEVICE. PREPARE AND SUBMIT TEST AND INSPECTIONS REPORT.
Z.TRENCHING AND BACKFILLING: CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND BACKFILLING. REFER TO APPLICABLE TRENCHING
AND BACKFILLING SPECIFICATIONS FOR COMPLETE REQUIREMENTS
DATE DESCRIPTION
REVISIONS
STAMP
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
TA
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
TA
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-2.0
SINGLE LINE DIAGRAM
AND FEEDER SCHEDULES
NEW SCE
INCOMING
OVERHEAD
POWER
SCE
METER
Isca = 10,000A (PER SCE)
MAIN METER/MAIN "MSA"
NEMA 3R
400A, 120Y/240V, 3Ø, 4W
ISC= 22,000AIC
1
G
N
(N) 400A FEEDER
1"C -1# 2/O
400A
3P
M
PNL
PA
120Y/240V
GROUND BUS BAR
1"C -1# 2/0 TO MAIN COLD WATER PIPE
1"C -1# 4/0 CONCRETE ENCASED ELECTRODE (UFER GROUND)
2
PANEL
MA
002
L=25' ; VD=0.21%
001
L=150' ; VD=0.59%
PANEL
UPS1
LIFE
SAFETY
15KVA
UPS
003
L=25' ; VD=0.15%
PANEL
UPS3
EQUIP.
00
4
L=
1
0
'
;
V
D
=
0
.
0
6
0
%
00
8
L=
2
5
'
;
V
D
=
0
.
0
6
%
00
6
L=
2
5
'
;
V
D
=
0
.
0
1
%
120Y/240V
120Y/240V
(MECH.)
1
PROVIDE BUILDING POWER SYSTEM GROUND BUS BAR, LOCATED IN
ELECTRICAL ROOM.
PROVIDE 1"C -1# 2/0KCMIL TO GROUND RODS.
CONTRACTOR TO INSTALL NEW 400A FEEDERS UP TO WEATHERHEAD AND
LEAVE 18" LEADS FOR FINAL CONNECTION BY SCE. COORDINATE EXACT
REQUIREMENT WITH SCE PLANNER / CREW.
PROVIDE UPS 120/208V, 1ɸ, 3W, 15KVA EMERGENCY POWER SYSTEMS. UPS
SHALL BE PROVIDED WITH INTERNAL MAINTENANCE BYPASS SWITCH. REFER TO
SHEETS E-2.3 AND E-2.4 FOR ADDITIONAL INFORMATION.
PROVIDE UL LISTED SURGE PROTECTION DEVICE (SPD) AT PANELBOARD.
CONTRACTOR TO EXTEND CONDUIT AND WIRING TO EXISTING OUTDOOR
LIGHTING AND NEW TIME CLOCK. CONTRACTOR TO DO PROGRAMMING FOR
OUTDOOR LIGHTING.
CONTRACTOR TO EXTEND CONDUIT AND WIRING TO EXISTING OUTDOOR
RECEPTACLE.
CONTRACTOR TO PROVIDE 250V, 100AS/80AF, 1ɸ, 3W FUSED DISCONNECT
SWITCH.
CONTRACTOR SHALL LABEL HIGH-LEG SWITCHBOARD AND PANELBOARDS WITH
THE FOLLOWING INFORMATION: “CAUTION _____ PHASE HAS _____ VOLTS TO
GROUND”. REFER TO SHEET E-3.1 FOR WARNING LABEL REQUIREMENTS.
CONTRACTOR TO PROVIDE PANELBOARD BONDING PER ARTICLE 517.14 AS
SHOWN AND INDICATED ON THE DRAWINGS.
1
1.SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE
MAXIMUM AVAILABLE FAULT CURRENT. THE FIELD MARKING(S) SHALL INCLUDE
THE DATE THE FAULT CURRENT CALCULATION WAS PERFORMED AND BE OF
SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED.
2.WHEN MODIFICATIONS TO THE ELECTRICAL INSTALLATION OCCUR, THAT AFFECT THE
MAXIMUM AVAILABLE FAULT CURRENT AT THE SERVICE, AND THE MAXIMUM AVAILABLE
FAULT CURRENT SHALL BE VERIFIED OR RECALCULATED AS NECESSARY TO ENSURE THE
SERVICE EQUIPMENT INTERRUPTING RATINGS ARE SUFFICIENT FOR THE MAXIMUM
AVAILABLE FAULT CURRENT AT THE LINE TERMINALS OF THE EQUIPMENT. THE REQUIRED
FIELD MARKINGS(S) BE ADJUSTED TO REFLECT THE NEW LEVEL OF MAXIMUM AVAILABLE
FAULT CURRENT. PROVIDE FAULT CURRENT CALCULATIONS THAT SHOW UTILITY
CONTRIBUTION AND SHOW ON DRAWINGS FIELD MARKING(S).
1.FEEDER LENGTH AND VOLTAGE DROP CALCULATIONS ARE FOR PLAN CHECK
PURPOSES ONLY AND MAY NOT BE USED FOR BID OR CONSTRUCTION.
2.MAXIMUM VOLTAGE DROP FOR NON-RESIDENTIAL FEEDERS SHALL BE LESS THAN
2%.
3.ALL CIRCUIT BREAKERS AND PANELBOARDS SHALL BE OF THE SAME
MANUFACTURER.
4.ALL GROUNDING CONNECTIONS BELOW GROUND SHALL BE CADWELD.
5.ALL EQUIPMENT EXPOSED TO OUTDOOR ENVIRONMENT SHALL BE WEATHERPROOF
NEMA 3R.
6.ALL PENETRATIONS SHALL BE FIREPROOFED WITH AN AUTHORITIES HAVING
JURISDICTION APPROVED FIRE PROTECTION MEANS.
7.METER/MAIN PANELBOARD SHALL BE APPROVED BY SCE PRIOR TO PURCHASING.
8.CONTRACTOR SHALL HIRE A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER
WITH 5+ YEARS EXPERIENCE, TO PERFORM SHORT CIRCUIT, COORDINATION AND
ARC FLASH ANALYSIS AND LABELS (IN ACCORDANCE WITH IEEE 1584-2018 AND PPE
RECOMMENDATION PER NFPA 70E 2023) AND PROVIDE ARC FLASH LABELING FOR
ELECTRICAL EQUIPMENT PRIOR TO ENERGIZING THE EQUIPMENT) PRIOR TO
PURCHASING EQUIPMENT TO ENSURE ALL EQUIPMENT CAN WITHSTAND AN
ELECTRIC FAULT SITUATION WITHOUT DAMAGES.
9.SERVICE EQUIPMENT AT OTHER THAN DWELLING UNITS SHALL BE LEGIBLY MARKED
IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. THE FIELD
MARKING(S) SHALL INCLUDE THE DATE THE FAULT-CURRENT CALCULATION WAS
PERFORMED AND BE OF SUFFICIENT DURABILITY TO WITHSTAND THE
ENVIRONMENT INVOLVED. THE CALCULATION SHALL BE DOCUMENTED AND MADE
AVAILABLE TO THOSE AUTHORIZED TO DESIGN, INSTALL, INSPECT, MAINTAIN, OR
OPERATE THE SYSTEM PER NEC 110.24.
10.THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED FEEDER
CONDUCTORS AND BRANCH CIRCUIT CONDUCTORS TO THE FARTHEST
CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5 PERCENT.” BEES 130.5(C).
11.BOND EACH ABOVEGROUND PORTION OF GAS PIPING SYSTEM(S) DOWNSTREAM
FROM EQUIPMENT SHUTOFF VALVE(S). ALL CONNECTIONS SHALL BE MADE USING
IRREVERSIBLE COMPRESSION TYPE CONNECTORS. THE BONDING CONDUCTOR(S)
FOR THE GAS PIPING SYSTEM SHALL BE MINIMUM #6GND.
12.CONTRACTOR SHALL PROVIDE PANELBOARD BONDING PER CEC 517.14: THE
EQUIPMENT GROUNDING TERMINAL BUSES OF THE NORMAL AND ESSENTIAL
BRANCH-CIRCUIT PANELBOARDS SERVING THE SAME INDIVIDUAL PATIENT CARE
VICINITY SHALL BE CONNECTED TOGETHER WITH AN INSULATED CONTINUOUS
COPPER CONDUCTOR NOT SMALLER THAN 10 AWG. WHERE TWO OR MORE
PANELBOARDS SERVING THE SAME INDIVIDUAL PATIENT CARE VICINITY ARE
SERVED FROM SEPARATE TRANSFER SWITCHES ON THE ESSENTIAL ELECTRICAL
SYSTEM, THE EQUIPMENT GROUNDING TERMINAL BUSES OF THOSE
PANELBOARDS SHALL BE CONNECTED TOGETHER WITH AN INSULATED
CONTINUOUS COPPER CONDUCTOR NOT SMALLER THAN 10 AWG. THIS
CONDUCTOR SHALL BE PERMITTED TO BE BROKEN IN ORDER TO TERMINATE ON
THE EQUIPMENT GROUNDING TERMINAL BUS IN EACH PANELBOARD.
13.CONTRACTOR SHALL COMPLY WITH CEC 517.13.(A). ALL BRANCH CIRCUITS
SERVING PATIENT CARE SPACES SHALL BE PROVIDED WITH AN EFFECTIVE
GROUND-FAULT CURRENT PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM
OR A CABLE HAVING A METALLIC ARMOR OR SHEATH ASSEMBLY. THE METAL
RACEWAY SYSTEM, METALLIC CABLE ARMOR, OR SHEATH ASSEMBLY SHALL
ITSELF QUALIFY AS AN EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE
WITH 250.118. METAL-SHEATHED CABLE ASSEMBLIES ARE NOT PERMITTED AS A
GENERAL WIRING METHOD FOR LIFE SAFETY AND CRITICAL BRANCH CIRCUITS,
BECAUSE 517.31(C)(3) REQUIRES SUCH WIRING TO BE PROTECTED BY
INSTALLATION IN METAL RACEWAYS. HOWEVER, LISTED FLEXIBLE RACEWAY AND
METAL-SHEATHED CABLE ASSEMBLIES ARE ALLOWED FOR LIMITED
APPLICATIONS AS DESCRIBED IN 517.31(C)(3)(3) A. THROUGH F.
SINGLE LINE GENERAL NOTES:
2
3
4
5
PLAN CHECK NOTES:
KEY NOTES:
SPD
3
4
5
FEEDER SCHEDULES
6
7
SINGLE LINE DIAGRAMMAIN METER/MAIN "MSA" - ELEVATION DETAIL
ARC FLASH, SHORT CIRCUIT AND COORDINATION
ALL ARC FLASH, SHORT CIRCUIT AND COORDINATION NEED
TO BE EVALUATED WITH THE INSTALLATION OF NEW GEAR.
CONTRACTOR SHALL HIRE A CALIFORNIA REGISTERED
PROFESSIONAL ENGINEER WITH 5+ YEARS EXPERIENCE, TO
PERFORM SHORT CIRCUIT, COORDINATION AND ARC
FLASH ANALYSIS AND LABELS (IN ACCORDANCE WITH IEEE
1584-2018 AND PPE RECOMMENDATION PER NFPA 70E 2021)
AND PROVIDE ARC FLASH LABELING FOR ELECTRICAL
EQUIPMENT PRIOR TO ENERGIZING THE EQUIPMENT) PRIOR
TO PURCHASING EQUIPMENT TO ENSURE ALL EQUIPMENT
CAN WITHSTAND AN ELECTRIC FAULT SITUATION WITHOUT
DAMAGES. OTI ETAP SOFTWARE VERSION 21 OR LATER SHALL
BE USED FOR THE STUDY USING ETAP'S “VERIFIED &
VALIDATED” LIBRARY INFORMATION, NO EXCEPTIONS.
SUBMITTALS SHALL BE REVIEWED AND APPROVED BY EEOR
ALL FUSES AND BREAKERS, INCLUDING BRACH BREAKERS
SHALL COMPLY WITH THE PROVISIONS OF CEC ARTICLE 517 IN
REGARDS TO SELECTIVE COORDINATION. TIME CURRENT
CURVES INDICATING A CLEAR COORDINATION ABOVE 0.1 SEC
LEVEL SHALL BE PROVIDED TO THE EOR FOR APPROVAL
BEFORE THE PURCHASE OF ANY PANELS AND UPSES, NO
EXCEPTIONS. THIS APPLIES TO BOTH NORMAL AND
EMERGENCE EQUIPMENT.
120Y/240V
PNL UPS
PANEL
UPS2
EQUIP.
00
7
L=
2
5
'
;
V
D
=
0
.
1
2
%
10.0
BONDING STRAP
CONCEALED
HINGES
INCOMINGLUGS
LOAD LUGS
BARRIER
NEUTRAL
DISCONNECT
LINK
2.19
4.56
0.50 DIA.
TYPICAL BOLTDOWN
HOLE PROVISION FOR
CUBICLE BOTTOM EACH
SECTION
BARREL LOCKPROVISION
SEALING DEVICE
STANDARD ACCURACY
HIGH ACCURACYSEM3 METER w/ PULSE
PROVISION
DEVICE
STANDARD ACCURACYSEM3 METERS
HIGH ACCURACYSEM3 METERH
SEM3 METER w/ PULSEPS
PH
JOB
P.O.
TIE
S.O.
CUST.
ENG. LOC.BY
DATE
APP.
APP.
MFG. LOC.
DWG. FILE
DESIGNATION
DWG. NO.
REV.
SHEETNorcross, Georgia
-
-
-
Siemens Industry, Inc.
TBD
-
-
--1
111OF
CONSLTCONTR
-400 A/3JD6
CT
PROVISION
ULSUSE
38.00
10.0
28.25
38.00
SIEMENS SUPER BLUE PENNANT SWITCHBOARD
91.00
SEE TABLE
15.0
15.0
SOCKET
15
(PROVISION)
CT COMPARTMENT
SOUTHERN CAL EDISON
ABBREVIATIONS
'UL' INDICATES THAT THE MARKED SWITCHBOARD SECTION COMPLIES WITH ALL APPLICABLE
UNDERWRITERS LABORATORIES STANDARDS AND IS IDENTIFIED WITH A UL LABEL.
'SUSE' INDICATES THAT THE MARKED SWITCHBOARD SECTION IS SUITABLE ONLY FOR USE
AS SERVICE ENTRANCE EQUIPMENT.
'UNUS. SPACE' INDICATES UNUSABLE SPACE NOT INTENDED FOR FUTURE USE.
'B' INDICATES A SERVICE BARRIER.
'P' INDICATES PADLOCK PROVISION.
NOTES
CONSTRUCTION :SWITCHBOARD IS BUILT AND LABELED PER UL 891 IN EFFECT.
INCOMING :AMPERES: 400
SERVICE
INTERRUPTING :THE SHORT CIRCUIT INTERRUPTING CAPABILITY IS 65,000
RATING
CURRENT RATING OF THE INDIVIDUAL OR SERIES RATED COMBINATION DEVICES INSTALLED
AT TIME OF MANUFACTURE OF BUSSING STRUCTURE. THE BUSSING STRUCTURE IS
CONSTRUCTED TO WITHSTAND FAULTS OF 65,000 RMS SYMMETRICAL AMPERES.
ENCLOSURE :ENCLOSURE IS TYPE NEMA 3R FOR OUTDOOR APPLICATION.
EXTERIOR :ANSI 61 LIGHT GREY PAINT.
TERMINATIONS :TERMINATIONS ARE ACCESSIBLE FROM THE FRONT.
BUS BARS :TIN PLATED ALUMINUM BUS BARS SIZED ON BASIS OF 65°C MAXIMUM
TEMPERATURE RISE.
BUS BARS :THE GROUND BUS IN THIS SWITCHBOARD IS Aluminum SIZED PER UL 891 OR
GREATER.
UTILITY CO. :
SOUTHERN CAL EDISON
DESCRIPTION
CT COMPARTMENT
UGPS
LINE TERMINATION
METER PLATES
SMM METERING
SUPPORT
6-18/EUSERC P320
6-14, 6-15/EUSERC P345
6-12, 6-13/EUSERC P347
6-24/EUSERC P332
_
None
PG NO.
_
_
_
__,
installed on a housekeeping
Caution: If switchboard is
INSTALLATION NOTE
the meter may be over the
meter height. Consult utility
if you need more information.
6'3" maximum allowable
slab greater than 2-1/2"
mennmj
1-11-2024
MSA
80 WEST LIVE OAK
LOAD
WIREWAY
:SYSTEM VOLTAGE: 240/120 3Ø4W Delta BØ HiLeg AC
:RMS SYMMETRICAL AMPERES AT 240 VOLTS BASED ON THE LOWEST SHORT CIRCUIT
1"C -1# 6 GAS PIPING
3Ø, 4W
3Ø, 4W
2
2
1"C -1# 2/O
1Ø, 3W
2
1Ø, 3W
2
2
F
005
L=15' ; VD=0.11%
2
8
8
2
DS-UPS
2
2
2
4,445A
2,630A 2,630A3,202A
9
9 2
9 2
9 2
3/4"C -1# 4
3/4"C -1# 4
3/4"C -1# 4
10
(TYP) PANELBOARD
GROUND BUS BAR 2
2 2
2
2
2
2
2
2
2
DATE DESCRIPTION
REVISIONS
STAMP
A
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-2.1
PANEL SCHEDULES
PANEL SCHEDULES
2
2
2
2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
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H
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N
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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1
0
8
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4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-2.2
COORDINATION STUDY,
UTILITY FAULT CURRENT
LETTER AND DOCTOR'S
LETTER DESCRIPTION
COORDINATION STUDY
COORDINATION STUDY IS FOR PLAN CHECK AND
REFERENCE ONLY AND SHALL NOT BE USED IN LIEU OF
CONTRACTOR PERFORMING FULL COORDINATION STUDY
REQUIRED PER SHEET E-2.0.
DOCTOR'S LETTER DESCRIPTION UTILITY FAULT CURRENT LETTER
2
2
DATE DESCRIPTION
REVISIONS
STAMP
A
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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9
3
T
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1
0
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0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-2.3
UPS CUTSHEETS
UPS CUTSHEETS
WRITTEN JUSTIFICATION FOR USE OF UPS AND NOT A
GENERATOR
SINCE THIS IS AN AMBULATORY SURGERY CENTER WERE
PATIENTS' PROCEDURES ARE NOT TIME CRITICAL AND THERE
IS NO IMMEDIATE THREAT TO LIFE IF PROCEDURES ARE NOT
IMMEDIATELY PERFORMED. THE MEDICAL PROCEDURES ARE
ELECTIVE IN NATURE AND CAN BE SCHEDULED AT A TIME AND
DATE OF CONVENIENCE. THEREFORE, IF A POWER FAILURE
OCCURS DURING AN ELECTIVE PROCEDURE, THE ESSENTIAL
ELECTRICAL SYSTEM, REQUIRED PER NFPA 99 6.3, ONLY
NEEDS TO PROVIDE POWER FOR THE IMMEDIATE CESSATION
OF THE PROCEDURE. PROCEDURES THAT HAVE NOT BEGUN,
WILL BE SCHEDULED FOR A LATER TIME AND OR DATE WHEN
NORMAL POWER IS FULLY RESTORED.
PER 2012 NFPA 99 HEALTHCARE FACILITIES CODE 4.2 “RISK
ASSESSMENT”, REQUIRED FOR “NEW” AMBULATORY SURGERY
CENTERS, THE PHYSICIAN HAS IDENTIFIED THOSE SYSTEMS
REQUIRED NECESSARY TO TERMINATE A PROCEDURE THAT IS
IN PROGRESS SHOULD A LOSS OF NORMAL POWER OCCUR. IT
HAS BEEN DETERMINED THAT THE EQUIPMENT NECESSARY
CAN BE POWERED BY A UPS SYSTEM AND A GENERATOR IS
NOT NECESSARY. THE USE OF THE UPS SYSTEM ALSO HAS
ENVIRONMENTAL ADVANTAGES AND DOES NOT REQUIRE
ADDITIONAL INTERNAL COMBUSTION ENGINE STARTUPS FOR
REQUIRED REGULAR TESTING THUS LESSENING THE CARBON
FOOTPRINT AND NOT REQUIRING A CLEAN AIR PERMIT PER
THE CALIFORNIA CLEAN AIR ACT.1
2
2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
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C
T
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-
P
L
A
N
N
I
N
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-
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E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-2.4
UPS CUTSHEETS
UPS CUTSHEETS - CLEARANCES, INPUT BREAKER, OUTPUT CURRENT INFORMATION
2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
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C
T
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-
P
L
A
N
N
I
N
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-
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T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-2.5
UPS UL LSITING
UPS UL LISTING
2
FEC
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
EM EM
EMJ
PA-6
6
6
PA-71 PA-50
PA-8
8
PA-54
PA-12
PA-14
PA-56
PA-18
18
18
PA-20
20
20
6024
PA-24
PA-60
60
60
PA-26
PA-62
62
62
62
PA-30
PA-32
PA-59
PA-53
+42"
EM
FC
3
FC
2
FC
1
EM
EM
EF
5EF
6
EM
J
J
J
EM
NURSE CALL
ANNUNCIATOR
ELECTRICAL
FAUCET
(TYP.)
1
2
3
(TYP.)
4
(TYP.)
11(TYP.)
12
13
17
M2
M2
73
73
73
PA-73
PA-61
61
61
PA-23
23
23
PA-25
25
25
PA-65
6565
65
65
29
29
29
PA-29
EM
EM
PA-19 PA-17 PA-31
PA-67
67
62
38
36
38
PA-36,38
42
44
42
44 38 36
PA-42,44
PA-41,43
41
43
43
MA-19,21
MA-15,17
M
M
MA-31
CR
CR
CR
J
J
J
PA-77
MAIN METER LOCATION
21
(TYP.)
20
(TYP.)
PS V
CB E
D
D
D
D
A
D
CLK
CB E CB E
D D
Z
D
T
T
DVETC
ETC
EM
EM
43
41
RECEPTACLESYMBOLSCOUNT
2/
4
RECEPTACLEOR RM.
COUNT
18
18
REC. TYPE
EMERGENCY
NORMAL
TOTAL REC.
BRANCH CKT.
36
RECEPTACLEPATIENT BED
COUNT
4
12
REC. TYPE
EMERGENCY
NORMAL
TOTAL REC.
BRANCH CKT.
16
LOCATION
PER NFPA70, 517.19(B)
OR ROOM REC. # REQUIREMENT = 36
PER NFPA70, 517.19(A)
PATIENT BED LOCATION REC. # REQUIREMENT = 14
+18"
+42"
+18"
+42"
+18"
+42"
+18"
PS V
CB E
+18"
+42"
+18"
PS V
CB E
PA-13
+42"
+18"
+42"
+18"
PS V
CB E
UPS1-3
UPS1-1
UPS1-5
PA-68
PA-2
UPS1-9
PA-47
+18"
PA-55
UPS1-2
EM
F
EM
+42"
EM
PA-11
2
2
1
2
+18"
1
UPS1-4J
J
+90"
UPS1-8 +90"
J
+90"
UPS1-6
UPS1-7
PA-66
54
12
32
32
20
31
PA-72
PA-48
12
12
12
UPS1-12
EM
EM
11
11
UPS1-11
J
30
MVD
MV
D
SF
1
MUPS3-1
J
UPS3-3
EM
EM
EM
UPS1-10
M232
EM
MA-28,30,32 30AS
25AT
3P
F
MA-34,36,38
30AS
25AT
3P
#10
J
MA-37
EWH-1
CP-1
30
30
22
WP
(E)
WP
(E)
23
23
SD
SD
SD
SD
J
UPS3-5
J J
5
5
5
5
24
TYP 4
1
77
77
25
OM
1 26
VP
1
#10
27
DATE DESCRIPTION
REVISIONS
STAMP
A
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P
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N
N
I
N
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E
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I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
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3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-3.0
POWER PLAN
N
NEW POWER PLAN SCALE
1/4"=1'-0"1
KEY NOTESGENERAL NOTES
A.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL ELECTRICAL OUTLETS, DEVICES, AND
MOUNTING HEIGHTS.
B.COORDINATE EXACT MECHANICAL EQUIPMENT LOCATION AND REQUIREMENTS WITH MECHANICAL
CONTRACTOR PRIOR TO ROUGH-IN. FINAL POWER CONNECTION TO UNIT MOUNT MECHANICAL EQUIPMENT
SHALL BE MADE WITH LIQUID-TIGHT FLEXIBLE CONDUIT.
C.NO EQUIPMENT, J-BOX, ETC. REQUIRED ACCESS SHALL BE LOCATED IN HARD CEILING AREAS UNLESS
ACCESS PANEL IS PROVIDED. COORDINATE WITH ARCHITECT. RELOCATE ANY EXISTING EQUIPMENT, J-BOX,
ETC. TO ACCESSIBLE CEILING AREA.
D.ALL RECEPTACLES INSTALLED TO SERVE A COUNTERTOP SURFACE WITH SINK SHALL BE GFCI TYPE
RECEPTACLES.
E.ALL CORING OF STRUCTURAL FLOOR SLAB SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND
APPROVED BY OWNER AND BUILDING STRUCTURAL ENGINEER. CONTRACTOR IS HEREBY ALERTED THAT ALL
PENETRATIONS AND CONNECTION TO STRUCTURE SHALL BE PERFORMED AS TO AVOID POST-TENSIONING
STANDARDS, REINFORCING STEEL, ETC. IF APPLICABLE, X-RAY OF EXISTING STRUCTURE TO LOCATE THESE
ITEMS IS REQUIRED.
F.FOR ALL COMMUNICATION OUTLETS, PROVIDE WITH SINGLE GANG PLASTER RING. PROVIDE 1" CONDUIT TO
6" ABOVE ACCESSIBLE CEILING WITH 90° BEND AND CONDUIT BUSHING, UNLESS OTHERWISE NOTED ON
DRAWINGS. FOR NON-ACCESSIBLE CEILING, ROUTE CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE OR
NEAREST COMMUNICATION CLOSET. PROVIDE BLANK COVER PLATE FOR ALL UNUSED BOXES.
G.ALL FLUSH MOUNTED DEVICES INSTALLED WITH 1-HOUR RATED WALLS AND ON OPPOSING SIDES OF THE
WALL ARE TO BE INSTALLED WITH A 24" HORIZONTAL SPACE BETWEEN DEVICES. PROVIDE APPROVED FIRE
PROOFING WHEN 24" SEPARATION CANNOT BE ACHIEVED. REFER TO ARCHITECTURAL PLANS FOR WALL
RATINGS.
H.VERIFY EXACT LOCATION OF WIRING DEVICES (FLOOR BOXES, CONDUIT STUB-UP, ETC.) WITH TENANT'S
REPRESENTATIVE PRIOR TO ROUGH-IN.
I.ALL EXTERNAL POWER SUPPLIES SHALL BE CLASS II AND UL LISTED.
J.PER CEC ARTICLE 517.13(A) & (B) PROVIDE METAL RACEWAY SYSTEMS THAT QUALIFY AS AN EQUIPMENT
GROUNDING RETURN PATH IN ADDITION TO AN INSULATED EQUIPMENT GROUNDING CONDUCTOR FOR ALL
PATIENT CARE (EXAM AND PROCEDURE) ROOMS AND FIXED EQUIPMENT.
K.INSULATED GROUND WIRE IS REQUIRED FOR BRANCH CIRCUITS FEEDING RECEPTACLES AND FIXED
EQUIPMENT CARE AREA.
L.SIGNAL SYSTEM'S DEVICES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. NOT A PART OF THIS
PERMIT/CONTRACT.
M.ALL EMERGENCY SYSTEM RECEPTACLES SHALL BE IDENTIFIED AND SHALL INDICATE THE PANELBOARD AND
BRANCH CIRCUIT NUMBER.
N.PATIENT CARE AREA RECEPTACLES SHALL BE GROUNDED BY AN INSULATED COPPER CONDUCTOR.
O.E.C. SHALL FIELD VERIFY EXACT LOCATION OF ALL FLOOR MOUNTED AND CEILING MOUNTED OUTLETS WITH
OWNER PRIOR TO ANY WORK.
P.ALL RECEPTACLES WIRED TO UPS SHALL BE RED IN COLOR . PER NFPA 99, ALL RECEPTACLES SUPPLIED BY
THE UPS SYSTEM SHALL BE COLOR CODED- RED (RECEPTACLES AND COVERPLATES)THAT ARE
DISTINCTIVELY DIFFERENT FROM ALL "NORMAL POWER" RECEPTACLES IN THE SPACE.
Q.BOND EACH ABOVEGROUND PORTION OF GAS PIPING SYSTEM(S) DOWNSTREAM FROM EQUIPMENT
SHUTOFF VALVE(S). ALL CONNECTIONS SHALL BE MADE USING IRREVERSIBLE COMPRESSION TYPE
CONNECTORS. THE BONDING CONDUCTOR(S) FOR THE GAS PIPING SYSTEM SHALL BE MINIMUM #6GND.
R.CONTRACTOR SHALL COMPLY WITH CEC 517.13.(A). ALL BRANCH CIRCUITS SERVING PATIENT CARE SPACES
SHALL BE PROVIDED WITH AN EFFECTIVE GROUND-FAULT CURRENT PATH BY INSTALLATION IN A METAL
RACEWAY SYSTEM OR A CABLE HAVING A METALLIC ARMOR OR SHEATH ASSEMBLY. THE METAL RACEWAY
SYSTEM, METALLIC CABLE ARMOR, OR SHEATH ASSEMBLY SHALL ITSELF QUALIFY AS AN EQUIPMENT
GROUNDING CONDUCTOR IN ACCORDANCE WITH 250.118. METAL-SHEATHED CABLE ASSEMBLIES ARE NOT
PERMITTED AS A GENERAL WIRING METHOD FOR LIFE SAFETY AND CRITICAL BRANCH CIRCUITS,
BECAUSE 517.31(C)(3) REQUIRES SUCH WIRING TO BE PROTECTED BY INSTALLATION IN METAL RACEWAYS.
HOWEVER, LISTED FLEXIBLE RACEWAY AND METAL-SHEATHED CABLE ASSEMBLIES ARE ALLOWED FOR
LIMITED APPLICATIONS AS DESCRIBED IN 517.31(C)(3)(3) A. THROUGH F.
1.CONTRACTOR TO PROVIDE 120V EMERGENCY POWER CONNECTION FOR NURSE CALL SYSTEM.
2.CONTRACTOR TO PROVIDE CONDUITS, AS NEEDED, BETWEEN NURSE CALL ANNUNCIATOR PANEL.
COORDINATE EXACT REQUIREMENTS AND INSTALLATION IN THE FIELD. NURSE CALL SYSTEM SHALL BE A
DESIGN-BUILD SYSTEM.
3.CONTRACTOR TO PROVIDE 120V HARD WIRE CONNECTION AND DISCONNECT SWITCH FOR ELECTRIC
FAUCET.
4.CONTRACTOR TO PROVIDE 120V HARD WIRE CONNECTION AND DISCONNECT SWITCH FOR ELECTRIC
TOILET FLUSH VALVE.
5.POWER 208V, 3-PHASE (5HP) POWER FOR VACUUM PUMP. CONTRACTOR TO VERIFY IF NEW VACUUM
PUMP IS PROVIDED WITH INTEGRAL DISCONNECT MEANS PER NEC. IF NOT, PROVIDE MANUAL
DISCONNECT SWITCH SIZED AS SHOWN. COORDINATE LOCATION WITH ARCHITECT AND PUMP
MANUFACTURER IN FIELD. PROVIDE 120V AC POWER CIRCUIT FOR CONTROL PANEL IF IT IS REQUIRED.
6.PROVIDE 208V 20A RECEPTACLE FOR AUTOCLAVE.
7.COORDINATE EXACT LOCATION OF RECEPTACLES IN THE SURGERY ROOM WITH ARCHITECT. (TYP.)
8.PROVIDE 208V 30A RECEPTACLE FOR LASER. VERIFY EXACT RE3QUIREMENTS WITH EQUIPMENT BEING
PROVIDED.
9.PROVIDE POWER FOR GAS PRESSURE ALARM PANEL, OXYGEN MANIFOLDS, AND WAGS PUMP.
COORDINATE EXACT LOCATION AND REQUIREMENTS WITH ARCHITECT.
10.PROVIDE POWER FOR AUTOMATIC DOOR OPENER. COORDINATE EXACT LOCATION AND REQUIREMENTS
WITH AUTOMATIC DOOR INSTALLER FOR J-BOX LOCATION. PROVIDE 3/4" CONDUIT FROM WALL MOUNTED
TOUCHLESS ACTUATOR 6" ABOVE THE CEILING. CONTRACTOR TO PROVIDE 120V POWER CONNECTION
ABOVE DOOR FOR CARD READER POWER AND DOOR STRIKE.
11.PROVIDE RECEPTACLES WITH UPS LABLE FOR RECEPTACLES THAT ARE CONNECTED TO THE UPS AND
SHOW THE UPS NUMBER ON THEM. (TYP.)
12.AREA CONTAINS USE OF ANESTHESIA AND IS CLASSIFIED HAZARDOUS. PROVIDE ALL EQUIPMENT,
DEVICES, AND GROUNDING PER NEC 517.25, 517.29, 517.32, 517.60, AND 517.63, INCLUDING, BUT NOT
LIMITED TO, EQUIPMENT 5' AFF AND BELOW TO FLOOR SHALL BE CLASS 1, DIVISION 1 RATED, AND LIGHT
FIXTURES WITHIN 8' OF FLOOR SHALL BE EXPLOSION PROOF.
13.CEILING MOUNTED J-BOX FOR CONNECTION TO SURGICAL EXAM LIGHT. FILED VERIFY EXACT LOCATION
PRIOR TO ANY WORK.
14.CONTROL SWITCH/ DIMMER FOR SURGICAL EXAM LIGHT.
15.125V, 20AMPS DISCONNECT SWITCH FOR CONNECTION TO ROLLER SHADE MOTOR. E.C. SHALL PROVIDE
ALL REQUIRED LABOR AND MATERIAL.
16.EXPLOSION-PROOF DISCONNECT SWITCH (125V, 15A) FOR CONNECTION TO MEDICAL GAS MANIFOLDS /
REGULATORS GM-1 AS REQUIRED.
NOTE: PROVIDE AND INSTALL 3/4"C.O. STUBBED UP +6" ABOVE ACCESSIBLE CEILING SPACE.
17.PROPOSED LOCATION OF UPS. SEE SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION.
18.PROPOSED NEW LOCATION OF RELOCATED PANEL. FIELD VERIFY AND COORDINATE WITH ALL OTHER
TRADES. E.C. SHALL PROVIDE ALL REQUIRED LABOR AND MATERIAL TO REINSTALL PANEL AND
RE-ESTABLISH ALL ASSOCIATED FEEDER AND BRANCH CIRCUITRY AS BEFORE. DISCONNECT AND
REMOVE ALL UNUSED CIRCUITS AS REQUIRED.
19.JUNCTION BOX @ +48" (VERIFY) FOR CONNECTION TO MEDICAL GAS ALARM PANEL GAP-1 AND GAP-2 AS
REQUIRED.
NOTE: PROVIDE AND INSTALL 3/4"C.O. STUBBED UP +6" ABOVE ACCESSIBLE CEILING SPACE.
20.CONTRACTOR TO INSTALL (N) WALL MOUNTED SECURITY ACCESS CARD READER, MOUNTED AT 42" A.F.F.
ON CENTER. CONTRACTOR TO INSTALL NEW BACKBOX FOR NEW CARD READER. ROUTE NEW CARD
READER CABLES, VIA CONDUITS IN THE CEILING TO NEW CARD READER CONTROL BOX IN ELECTRICAL
ROOM. CONTRACTOR SHALL INSTALL CABLE USING NEW CONDUIT PATHWAYS TO NEW CARD READER.
21.CONTRACTOR TO PROVIDE NEW WIRED SURFACE MOUNT AUTOMATIC DOOR OPENER. CONTRACTOR TO
INSTALL NEW BACKBOX FOR NEW DOOR OPENER.
22.PROVIDE MOTOR RATED SWITCH FOR FAN COIL UNIT AS REQUIRED AND POWER CONNECTION FROM
OUTDOOR CONDENSING UNIT (ACC-3) AS INDOOR FAN COIL UNIT GETS POWER FROM OUTDOOR
CONDENSING UNIT. REFER TO SHEET E-3.2 FOR ADDITIONAL REQUIREMENTS AND COORDINATE IN THE
FIELD.
23.EXISTING EXTERIOR RECEPTACLE TO BE CONNECTED TO PA-49.
24.PROVIDE 120V POWER CONNECTION TO SMOKE DETECTOR. COORDINATE EXACT REQUIREMENTS IN THE
FIELD. CONNECT ALL SMOKE DETECTORS TO UPS3-5, USING 3/4"C, 2#10 & 1#10GND.
25.PROVIDE GROUNDING OF RECEPTACLES AND FIXED ELECTRICAL EQUIPMENT IN PATIENT CARE AREAS,
PER GENERAL NOTE "S" AND DETAIL 2, SHEET E-6.2.
JUNCTION BOX, SIZE AS NOTED AND PER CODE.
DISCONNECT SWITCH, 30A, 3-POLE, NON-FUSED
WITH 1-1/4" C.O. AND PULL ROPE STUB UP TO NEAREST ACCESSIBLE CEILING SPACE.
DISCONNECT SWITCH, 60A, W/45A FUSE, 3-POLE (UON)
HOMERUN TO PANEL A CIRCUITS 1&3
CONDUIT CONCEALED IN FLOOR SLAB OR UNDERGROUND
GROUND, PER CODE AND AS SPECIFIED
TELEPHONE CONDUIT/HOMERUN, SIZE AS NOTED
SWITCHBOARD
FLUSH MOUNTED PANEL BOARD, B INDICATES NAME
SURFACE MOUNTED PANEL BOARD, A INDICATES NAME
OUTLET FOR TELEPHONE/DATA ONLY @+18" (UON) PROVIDE A 5S J-BOX WITH MUD RING AND
FLUSH MOUNTED DUPLEX RECEPTACLE OUTLET 250V 2P, 3W, 20A (NEMA 6-20R)
LEGEND
30AS
60AS/45AF
A-1,3
HOMERUN TO PANEL A CIRCUITS 1&3 WITH GRAND WIREA-1,3
J
PULL ROPE STUB UP TO NEAREST ACCESSIBLE CEILING SPACE.
OUTLET FOR DATA ONLY @+18" (UON) PROVIDE A J-BOX WITH 1-1/4" C.O. AND
OUTLET FOR TELEPHONE ONLY @+18" (UON) PROVIDE A J-BOX WITH 1-1/4" C.O. AND
PULL ROPE STUB UP TO NEAREST ACCESSIBLE CEILING SPACE.
OS REPRESENTS WITH SINGLE SWITCH; a,b REPRESENTS WITH DUAL SWITCHES
B
A
OS
J
DESCRIPTION
CROSS LINES DENOTE NUMBER OF #12 WIRE, SIZE CONDUIT PER CODE AND AS NOTED ON
PLANS, NOT INCLUDING EQUIPMENT GROUND WIRE
FLUSH MOUNTED GFCI DUPLEX RECEPTACLE OUTLET @ +18" UON 125V 2P, 3W, 20A (NEMA 5-20R)
WHITE COLOR
FLUSH MOUNTED DUPLEX RECEPTACLE OUTLET @ +18" UON 125V 2P, 3W, 20A (NEMA 5-20R)
WHITE COLOR
M
SYMBOLS
FLUSH MOUNTED DOUBLE DUPLEX RECEPTACLE OUTLET @ +18" U.O.N. 125V 2P, 3W, 20A
(NEMA 5-20R)
FLUSH MOUNTED DUPLEX RECEPTACLE OUTLET @ +42" UON 125V 2P, 3W, 20A (NEMA 5-20R)
WHITE COLOR
COMBINE FLOOR MOUNTED DOUBLE DUPLEX RECEPTACLE AND TELEPHONE/DATA OUTLET,
125V 2P, 3W, 20A (NEMA 5-20R)
1-POLE MOTOR RATED SWITCH
M2 2-POLE MOTOR RATED SWITCH
PS V
CB E
D
T
A
CLK
ETC
DV
NURSE CALL LEGEND
DESCRIPTION
PATIENT STATION VISUAL
SYMBOLS
CODE BLUE & EMERGENCY
DOME LIGHT
TOILET PULL CORD
ANNUNCIATOR
CLOCK ANALOG WALL MOUNT
DIGITAL ELAPSE TIME CLOCK REMOTE START/STOP
DUTY STATION TONE VISUAL
#
4
6
8
2
1
1
2
1
1
E-3.1
1
1
1
1
2
2
2
2
KEY NOTES CONTINUED #
26.CONTRACTOR SHALL BOND OXYGEN SYSTEMS TO PANELBOARD "MA". CONTRACTOR SHALL PROVIDE
3/4"C (EMT), WITH 1#6GND. FROM PANELBOARD "MA" TO MED GAS ROOM 90A TO OXYGEN SYSTEMS.
CONTRACTOR SHALL STOP CONDUIT WITHIN 2FT OF OXYGEN PIPING, CLOSEST TO OXYGEN SHUTOFF
VALVES, AND PROVIDE GROUND BUSHING ON CONDUIT AND BOND (CONNECT) TO OXYGEN PIPING USING
GROUND CLAMP MODEL #CWP1JSH FROM NVENT/ERICO OR EQUAL.
27.CONTRACTOR SHALL BOND VACUUM PIPE SYSTEMS TO PANELBOARD "MA". CONTRACTOR SHALL
PROVIDE 3/4"C (EMT), WITH 1#6GND. FROM PANELBOARD "MA" TO VACUUM ROOM 90B TO VACUUM
SYSTEMS. CONTRACTOR SHALL STOP CONDUIT WITHIN 2FT OF VACUUM PIPING, CLOSEST TO VACUUM
SHUTOFF VALVES, AND PROVIDE GROUND BUSHING ON CONDUIT AND BOND (CONNECT) TO VACUUM
PIPING USING GROUND CLAMP MODEL #CWP2JSH FROM NVENT/ERICO OR EQUAL.
2 2
2
90
UPS
GROUND
BUS BAR
PA
MA
UPS1
UPS2
UPS3
6"
CLEARANCE
36"
CLEARANCE
(TYPICAL)
UPS
15KVA UPS WITH
INTERNAL
MAINTENANCE
BYPASS
DS-UPS
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
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-
P
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A
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N
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-3.1
ENLARGED UPS ROOM,
EMERGENCY
EQUIPMENT SCHEDULES
AND CRITICAL
CONSTRUCTION NOTES
UPS ROOM 90 - ENLARGED PLAN SCALE
1/2"=1'-0"1EMERGENCY EQUIPMENT SCHEDULES SCALE
N.T.S.2
1
2
CRITICAL NOTES FOR CONSTRUCTION SCALE
N.T.S.3
2
IDENTIFICATION AND LABELING OF PANELS, BOXES, CONDUIT AND RACEWAYS :
A.PANELBOARDS:
A.A.NAMEPLATES.
A.A.A.SEE BELOW ITEM
A.B.COVER OF THE PANELBOARD SHALL BE THE FOLLOWING COLORS:
A.B.A.ESSENTIAL POWER SYSTEMS (CRITICAL): YELLOW
A.B.B.EMERGENCY SYSTEMS (LIFE SAFETY): RED
A.B.C.LEGALLY REQUIRED STANDBY SYSTEMS: BLUE
B.CONDUIT
B.A. COLORS:
B.A.A.FIRE ALARM: PAINT FIRE ALARM CONDUITS WITH A 1_INCH RED BANK EVERY 5 FEET OF RUN.
B.A.B.ESSENTIAL POWER SYSTEMS (CRITICAL): YELLOW.
B.A.C.EMERGENCY SYSTEMS (LIFE SAFETY): RED.
B.A.D.LEGALLY REQUIRED STANDBY SYSTEMS: BLUE
C.BOXES AND PANELBOARD LABELING:
C.A.IDENTIFICATION NAMEPLATES, UNLESS OTHERWISE NOTED (UON), SHALL BE LAMINATED/EXTRUDED
MODIFIED ACRYLIC THAT IS 3/32” THICK, UV-STABILIZED, MATTE FINISH, SUITABLE FOR USE IN THE 180°F
AMBIENT, WITH BEVELED EDGES AND ENGRAVED WHITE LETTERS 3/8” HIGH, MINIMUM, ON 1-1/2” HIGH BLACK
BACKGROUND (UTILITY/NORMAL AND OPTIONAL STANDBY POWER SYSTEMS) FOR SINGLE LINE OF TEXT.
WHERE TWO LINES OF TEXT ARE REQUIRED, PROVIDE MINIMUM 2” HIGH NAMEPLATE. WHERE THREE LINES OF
TEXT ARE REQUIRED, PROVIDE MINIMUM 2.5” HIGH NAMEPLATE. PROVIDE WHITE LETTERS ON RED
BACKGROUND FOR ALL CEC ARTICLE 517 ESSENTIAL POWER SYSTEMS, ARTICLE 700 EMERGENCY SYSTEMS,
AND ARTICLE 701 LEGALLY REQUIRED STANDBY SYSTEMS.
POWER SYSTEM STUDIES :
A.CONTRACTOR SHALL PROVIDE A COMPLETE POWER SYSTEM STUDY, INCLUDING, SHORT CIRCUIT, COORDINATION
AND ARC FLASH STUDIES AND LABELS FOR THE ENTIRE ELECTRICAL DISTRIBUTION SYSTEM, BASED ON ACTUAL
EQUIPMENT SUPPLIED, AND FEEDER LENGTH.
B.CONTRACTOR SHALL HIRE A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER WITH 5+ YEARS EXPERIENCE, TO
PERFORM THE POWER SYSTEM STUDY IN ACCORDANCE WITH IEEE 1584-2018 AND PPE RECOMMENDATION PER
NFPA 70E 2021, AND PROVIDE ARC FLASH LABELING FOR ELECTRICAL EQUIPMENT PRIOR TO ENERGIZING THE
EQUIPMENT.
C.POWER SYSTEM STUDY SHALL BE COMPLETED PRIOR TO PURCHASING EQUIPMENT TO ENSURE ALL EQUIPMENT
CAN WITHSTAND AN ELECTRIC FAULT SITUATION WITHOUT DAMAGES, AND THAT ALL FUSES & BREAKERS,
INCLUDING BRACH BREAKERS COMPLIES WITH THE PROVISIONS OF CEC ARTICLE 517 IN REGARDS TO SELECTIVE
COORDINATION. TIME CURRENT CURVES INDICATING A CLEAR COORDINATION ABOVE 0.1 SEC LEVEL SHALL BE
PROVIDED TO THE EEOR FOR REVIEW AND APPROVAL PRIOR TO PURCHASING ANY ELECTRICAL EQUIPMENT, NO
EXCEPTIONS. THIS APPLIES TO BOTH NORMAL AND EMERGENCE EQUIPMENT. OTI ETAP SOFTWARE VERSION 21 OR
LATER SHALL BE USED FOR THE STUDY USING ETAP'S “VERIFIED & VALIDATED” LIBRARY INFORMATION, NO
EXCEPTIONS.
D.CONTRACTOR SHALL SET PROTECTIVE DEVICES BASED ON RESULTS OF THE PROTECTIVE DEVICE COORDINATION
STUDY AND SHALL PROVIDE 3RD PARTY TESTING OF ALL BREAKERS 90A AND LARGER. 3RD PARTY TESTING
AGENCY SHALL PROVIDE LABELS (STICKERS) AND TEST REPORT FOR EEOR AND IOR REVIEW AND APPROVALS.
E.AVAILABLE FAULT CURRENT AND ELECTRICAL EQUIPMENT INTERRUPTING CAPACITY INDICATED ON DRAWINGS
ARE BASED ON THE SHORT CIRCUIT STUDY PERFORMED DURING DESIGN AS PART OF THE CONSTRUCTION
DOCUMENTS, FINAL SELECTION SHALL BE BASED ON ACTUAL LENGTH, EQUIPMENT .
F.SUBMIT STUDIES AND REPORTS TO EEOR PRIOR TO RELEASE FOR MANUFACTURE OF THE ELECTRICAL
DISTRIBUTION EQUIPMENT.
G.EQUIPMENT SUBMITTAL WILL NOT BE APPROVED UNTIL THE THE POWER SYSTEM STUDY IS COMPLETE AND THE
EQUIPMENT SUBMITTALS INDICATE COMPLIANCE WITH THE STUDY RECOMMENDATIONS.
H
1
H
2
RTU
2
RTU
1
ACC
3
ACC
2
F
FF
F
M
M
MM
MA-2,4,6
60AS
45AT
3P
MA-1,3,5
60AS
45AT
3P
MA-11,13
M2
MA-7,9
M2
MA-8,10
M2
30AS
25AT
1P
30AS
25AT
1P
MA-16,18
MA-12,14
MA-29
MA-23
MA-35MA-25
ACC-3
ACC
1
EF
7
EF
4
EF
1
EF
2
EF
3
MUPS3-4
EM
#6
#6
#8
#8 #6
WP
WP
WP
PA-35 35
37
37
WP35
WP
37
WP
37
WP
WP
WP
WP
WP
WP
WP WP
WP
WP
WPWP
#10
#10
1
11
1
1
1
PA-37
DATE DESCRIPTION
REVISIONS
STAMP
A
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P
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N
I
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N
IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N
IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-3.2
ROOF POWER PLAN
N
ROOF PLAN SCALE
1/4"=1'-0"1
KEY NOTESGENERAL NOTES
A.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL ELECTRICAL OUTLETS, DEVICES,
AND MOUNTING HEIGHTS.
B.COORDINATE EXACT MECHANICAL EQUIPMENT LOCATION AND REQUIREMENTS WITH MECHANICAL
CONTRACTOR PRIOR TO ROUGH-IN. FINAL POWER CONNECTION TO UNIT MOUNT MECHANICAL
EQUIPMENT SHALL BE MADE WITH LIQUID-TIGHT FLEXIBLE CONDUIT.
C.NO EQUIPMENT, J-BOX, ETC. REQUIRED ACCESS SHALL BE LOCATED IN HARD CEILING AREAS UNLESS
ACCESS PANEL IS PROVIDED. COORDINATE WITH ARCHITECT. RELOCATE ANY EXISTING EQUIPMENT,
J-BOX, ETC. TO ACCESSIBLE CEILING AREA.
D.ALL RECEPTACLES INSTALLED TO SERVE A COUNTERTOP SURFACE WITH SINK SHALL BE GFCI TYPE
RECEPTACLES.
E.ALL CORING OF STRUCTURAL FLOOR SLAB SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR
AND APPROVED BY OWNER AND BUILDING STRUCTURAL ENGINEER. CONTRACTOR IS HEREBY ALERTED
THAT ALL PENETRATIONS AND CONNECTION TO STRUCTURE SHALL BE PERFORMED AS TO AVOID
POST-TENSIONING STANDARDS, REINFORCING STEEL, ETC. IF APPLICABLE, X-RAY OF EXISTING
STRUCTURE TO LOCATE THESE ITEMS IS REQUIRED.
F.REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF SEISMIC EXPANSION JOINTS. ALL CONDUIT
CROSS SEISMIC JOINTS SHALL BE PROVIDED WITH FLEXIBLE LIQUID TIGHT FITTINGS.
G.FOR ALL COMMUNICATION OUTLETS, PROVIDE WITH SINGLE GANG PLASTER RING. PROVIDE 1" CONDUIT
TO 6" ABOVE ACCESSIBLE CEILING WITH 90° BEND AND CONDUIT BUSHING, UNLESS OTHERWISE NOTED
ON DRAWINGS. FOR NON-ACCESSIBLE CEILING, ROUTE CONDUIT TO NEAREST ACCESSIBLE CEILING
SPACE OR NEAREST COMMUNICATION CLOSET. PROVIDE BLANK COVER PLATE FOR ALL UNUSED BOXES.
H.ALL FLUSH MOUNTED DEVICES INSTALLED WITH 1-HOUR RATED WALLS AND ON OPPOSING SIDES OF THE
WALL ARE TO BE INSTALLED WITH A 24" HORIZONTAL SPACE BETWEEN DEVICES. PROVIDE APPROVED
FIRE PROOFING WHEN 24" SEPARATION CANNOT BE ACHIEVED. REFER TO ARCHITECTURAL PLANS FOR
WALL RATINGS.
I.VERIFY EXACT LOCATION OF WIRING DEVICES (FLOOR BOXES, CONDUIT STUB-UP, ETC.) WITH TENANT'S
REPRESENTATIVE PRIOR TO ROUGH-IN.
J.ALL EXTERNAL POWER SUPPLIES SHALL BE CLASS II AND UL LISTED.
K.PER CEC ARTICLE 517.13(A) & (B) PROVIDE METAL RACEWAY SYSTEMS THAT QUALIFY AS AN EQUIPMENT
GROUNDING RETURN PATH IN ADDITION TO AN INSULATED EQUIPMENT GROUNDING CONDUCTOR FOR
ALL PATIENT CARE (EXAM AND PROCEDURE) ROOMS AND FIXED EQUIPMENT.
L.INSULATED GROUND WIRE IS REQUIRED FOR BRANCH CIRCUITS FEEDING RECEPTACLES AND FIXED
EQUIPMENT CARE AREA.
M.SIGNAL SYSTEM'S DEVICES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. NOT A PART OF THIS
PERMIT/CONTRACT.
N.ALL EMERGENCY SYSTEM RECEPTACLES SHALL BE IDENTIFIED AND SHALL INDICATE THE PANELBOARD
AND BRANCH CIRCUIT NUMBER.
O.PATIENT CARE AREA RECEPTACLES SHALL BE GROUNDED BY AN INSULATED COPPER CONDUCTOR.
P.E.C. SHALL FIELD VERIFY EXACT LOCATION OF ALL FLOOR MOUNTED AND CEILING MOUNTED OUTLETS
WITH OWNER PRIOR TO ANY WORK.
Q.ALL RECEPTACLES WIRED TO UPS SHALL BE RED IN COLOR . PER NFPA 99, ALL RECEPTACLES SUPPLIED
BY THE UPS SYSTEM SHALL BE COLOR CODED- RED (RECEPTACLES AND COVERPLATES)THAT ARE
DISTINCTIVELY DIFFERENT FROM ALL "NORMAL POWER" RECEPTACLES IN THE SPACE.
R.ALL ELECTRICAL DEVICES LOCATED OUTDOOR SHALL BE WP.
S.ALL PENETRATIONS TO THE ROOF SHALL BE WP.
T.ALL ELECTRICAL ROOF PENETRATIONS SHALL BE 12" AWAY FROM ANY EQUIPMENTS.
U.ALL CONDUIT RUN SHALL BE INSTALLED IN THE CEILING SPACE BELOW ROOF. EXPOSED HORIZONTAL
CONDUIT RUN ON ROOF ARE NOT PERMITTED.
V.COORDINATE EXACT POINT OF CONNECTION TO HVAC UNITS WITH HVAC CONTRACTOR PRIOR TO
ROUGH-IN.
W.PROVIDE AND INSTALL 3/4"C., 818 REOM EACH HVAC UNIT TO RESPECTIVE THERMOSTAT.
X.REFER TO HVAC DRAWINGS FOR EXACT LOCATION OF ALL HVAC UNITS.
Y.PROVIDE AND INSTALL 3/4"C., WITH REQUIRED CONTROL WIRES FROM NEW CONDENSING UNITS
(LOCATED ON ROOF) TO NEW FAN COIL UNITS (LOCATED ABOVE CEILING) AND TO RESPECTIVE
THERMOSTAT.
Z.E.C. SHALL REFER TO HVAC PLANS AND DETAILS FOR ADDITIONAL LABOR AND MATERIAL REQUIRED AS
NOTED.
1.PROVIDE POWER FOR CONDENSATE PUMP.
2.COORDINATE WITH HUMIDIFIER INSTALLER FOR WIRING.
3.HUMIDIFIER CONTROL PANEL. COORDINATE EXACT LOCATION WITH ARCHITECT.
4.PROVIDE POWER FOR DUCT HEATER CONTROL PANEL.
5.E.C. SHALL PROVIDE ALL REQUIRED LABOR AND MATERIAL TO CONNECT 120V POWER TO THE
STERIL-AIRE UVC FOR RTU UNITS.
DISCONNECT SWITCH, 30A, 3-POLE, NON-FUSED
DISCONNECT SWITCH, 60A, W/45A FUSE, 3-POLE (UON)
HOMERUN TO PANEL A CIRCUITS 1&3
CONDUIT CONCEALED IN FLOOR SLAB OR UNDERGROUND
GROUND, PER CODE AND AS SPECIFIED
TELEPHONE CONDUIT/HOMERUN, SIZE AS NOTED
SWITCHBOARD
FLUSH MOUNTED PANEL BOARD, B INDICATES NAME
SURFACE MOUNTED PANEL BOARD, A INDICATES NAME
LEGEND
30AS
60AS/45AF
A-1,3
HOMERUN TO PANEL A CIRCUITS 1&3 WITH GRAND WIREA-1,3
B
A
DESCRIPTION
CROSS LINES DENOTE NUMBER OF #12 WIRE, SIZE CONDUIT PER CODE AND AS NOTED ON
PLANS, NOT INCLUDING EQUIPMENT GROUND WIRE
FLUSH MOUNTED GFCI DUPLEX RECEPTACLE OUTLET @ +18" UON 125V 2P, 3W, 20A (NEMA 5-20R)
WHITE COLOR
M
SYMBOLS
1-POLE MOTOR RATED SWITCH
M2 2-POLE MOTOR RATED SWITCH
1
1
1
1
MOUNTING PLATE
8"
2'
2'
FEC
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
UP
90B
VACUUM
110
OFFICE
EP
100
ENTRY
117
HALLWAY
90A
MED GAS
FEC
A AA
A A A
A
A
C
C
C C
CC
C C
C C C C
C C C
CC
C
C
C
C
C
C
C
C
CC
C
B
B
B
B
B
B
B
B
B
B
B
B
B
B
C
D
D
F
F
F
A
A
J
J
J
J
H
H
H
H
GG
G
E
E
E
J
J
J
K K
C
L
A
M
J
EMEM
EM
EM
EM
EM
EM
EM
EM
EM
J
J
J J
J J
J
J
J
J
PA-7
J
PA-5
EM
EM
EM
EM
OS OSDb
b,ca
OS
d
OS
e 5e
5d
5d
OS
f
5f
OSg
5g5g
OSa
OS a
OS h
OS
5b
5b
5a5a
1a
5a
5a
1a
5a1a
D c
5c
i
5i
5i
OS
j
5h
OS
k
5k
5k
a
bc
5c
5c
OS c
OS
b
1 EXEX
1
EX
1
7e7e1e
7e 7e 1e
7d
7d
OS d,e
e
fg
d
OS
7f
7f
7g
7g
7g
f,g
7b1b
EX
1
i
j
k
h
7j7j
OS j,k
7k
l
7l
OS
i,l
7i
7i
7i
OS
h
1h1h
7h
1h
7h
1h
OS
h
d
c
b
a
f
e
j
i
7a
7c
7e
7i
7b
7d
7f
7j
OS
a
7a
7a
7b
7d
c
J
UPS2-1
J
UPS1-13
13
13
13
13
J
7f
L
EXISTING
RELOCATED
LIGHTING TO BE
RECONNECTED
J
PA-1
UPS1
UPS2
PA
1
bd
K
7d
K
7cJ
2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
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-
P
L
A
N
N
I
N
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N
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E
R
I
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S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
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1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-4.0
LIGHTING PLAN
N
LIGHTING PLAN SCALE
1/4"=1'-0"1
GENERAL NOTES KEY NOTES
1.REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES AND ALL
LIGHTING CONTROL DEVICES. ALL WALL MOUNTED DEVICES SHALL BE VERIFIED WITH ARCHITECT PRIOR TO
ROUGH-IN.
2.CONTRACTOR SHALL VERIFY CEILING CONSTRUCTION WITH ARCHITECTURAL PLAN AND PROVIDE LIGHTING FIXTURES
WILL ALL NECESSARY MOUNTING HARDWARE.
3.CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHTING FIXTURES WITH REQUIRED STRUCTURAL SUPPORTS.
4.WHERE MULTIPLE LIGHT SWITCHES ARE INDICATED AT A SINGLE LOCATION, MOUNT SWITCHES UNDER COMMON
GANGED FACEPLATE. MULTIPLE SINGLE HANG FACEPLATES ARE NOT ACCEPTABLE.
5.CONTRACTOR SHALL PROVIDE BARRIER IN LIGHT SWITCH OUTLET BOXES WITH NORMAL AND EMERGENCY CIRCUIT
WIRING FOR SEPARATION.
6.NO EQUIPMENT, J-BOX, ETC. REQUIRED ACCESS SHALL BE LOCATED IN HARD LID CEILING AREAS UNLESS ACCESS
PANEL IS PROVIDED. COORDINATE WITH ARCHITECT. RELOCATE ANY EQUIPMENT, J-BOX, ETC. TO ACCESSIBLE
CEILING AREA.
7.ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED
FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL.
8.CONTRACTOR TO PROVIDE JUNCTION BOXES AS NEEDED FOR A COMPLETE LIGHTING INSTALLATION. THESE ARE NOT
SHOWN FOR CLARITY OF DRAWINGS. NO JUNCTION BOXES SHALL BE INSTALLED IN HARD-LID CEILINGS.
9.REFER TO LIGHTING CONTROLS LAYOUT AND WIRING DIAGRAM ON SHEET E-4.3, E-4.4 AND E-4.5 FOR AREA AND/OR
ROOM CONTROLS AND SWITCHING SCHEME. PROVIDE ALL ASSOCIATED DEVICES, CONDUIT AND WIRING FOR A
COMPLETE OPERABLE SYSTEM.
EMERGENCY LIGHT FIXTURE WITH HATCH
JUNCTION BOX, SIZE AS NOTED AND PER CODE.
SWITCHBOARD
LIGHT FIXTURE TYPE F1, 40W EACH, TYPICAL IN A ROOM OR AREA
FLUSH MOUNTED PANEL BOARD, B INDICATES NAME
SURFACE MOUNTED PANEL BOARD, A INDICATES NAME
LEGEND
DM a
EXIT SIGN, SINGLE FACE, ARROW IF INDICATED DENOTES DIRECTION
SINGLE POLE TOGGLE SWITCH @+48"(UON), SUBSCRIPTS INDICATE THE FOLLOWING:
A - OUTLET 'A' CONTROLLED
DM - DIMMER,
RATING AS NOTED
M - MANUAL MOTOR STARTER
P - PILOT ON LIGHT
J
OS REPRESENTS WITH SINGLE SWITCH; a,b REPRESENTS WITH DUAL SWITCHES
40
F1
B
A
OS
J
F1
DESCRIPTION
LIGHT FIXTURE AS SPECIFIED, SUBSCRIPTS WHEN INDICATED DENOTE BRANCH
CIRCUIT/SWITCH LEG
SYMBOLS
LIGHT FIXTURE TYPE F1, 40W EACH, TYPICAL IN A ROOM OR AREA40
F1 F1
1.PROVIDE ASTRONOMIC TIMECLOCK AND CONNECT TO EXISTING EXTERIOR LIGHTING.
COORDINATE TIME SCHEDULE WITH ARCHITECT PRIOR TO FINALIZING PROGRAMMING.
2.PROVIDE GROUNDING OF RECEPTACLES AND FIXED ELECTRICAL EQUIPMENT IN PATIENT
CARE AREAS, PER GENERAL NOTE "S" ON SHEET E-3.0 AND DETAIL 2, SHEET E-6.2.
#
1
2
2
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH s s
s
ssss
ss
ss
s
s
s
s
s
ss
ss
s
ss
ss
ss
ss
ss
ss
ss
ss s
ss
+8'-10"
+9'-6"
+9'-6"+9'-6"
+9'-0"
+9'-0"
+8'-0"
+8'-0"
+8'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+8'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
ss
s
s
s
s
A AA
A A A
A
A
C
C
C C
CC
C C
C C C C
C C C
CC
C
C
C
C
C
C
C
C
CC
C
B
B
B
B B BB
B
B
B
B
B B
B
C
D
D
F
F
F
A
A
J
J
J
J
H
H
H
H
GG
G
E
E
E
J
J
J
K
K
K
C
L
A
M
A
MH: 9
A
MH: 9
A
MH: 9
A
MH: 9
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
B
MH: 9.5
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 9
C
MH: 8
A
MH: 9
J-4FT
MH: 9
J-4FT
MH: 9
J-4FT
MH: 9
J-4FT
MH: 9
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
E
MH: 4.5
D
MH: 9
A
MH: 9.5
A
MH: 9.5
A
MH: 9.5
A
MH: 9.5
A
MH: 9.5
A
MH: 9.5
H
MH: 6.5
H
MH: 6.5
H
MH: 6.5
H
MH: 6.5
K
MH: 9
K
MH: 9
K
MH: 9
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
G
MH: 4.5
J-4FT
MH: 8
J-6FT
MH: 8
J-6FT
MH: 8
G
MH: 4.5G
MH: 4.5
G
MH: 4.5
F
MH: 6.5
F
MH: 6.5
F
MH: 6.5
27.9 25.5
43.9 37.3
40.8 42.3
26.1 35.4
28.3 34.9 44.6 43.4 42.4 45.7 35.3 30.7
52.8 50.2 63.1 61.6 60.7 64.2 51.2 41.2
67.8 52.3 71.7 69.8 68.5 72.1 52.6 53.4
60.3 51.9 62.2 59.9 58.0 61.3 49.0 55.3
33.7 37.9 40.1 39.2 38.0 41.3 31.1 41.4
35.4 40.0
56.4 66.3
49.2 58.6
46.6 36.7
7.1 8.9 10.3 12.4 14.2 18.4 35.8 58.9 65.3
9.1 15.4 21.9 25.9 28.0 36.5 58.5 86.3 91.4
18.5 26.6 31.1 33.9 35.5 44.8 68.1 97.6 96.4
85.7 87.3
84.4 87.0
100.6 112.6 99.8
115.0 128.4 117.7
113.7 121.1 106.9
110.6 113.2 91.7
118.5 122.7 97.0
125.4 128.1 111.4
106.2 116.0 104.8
73.1 78.3
45.6 42.6
30.8 23.6
21.8 11.5
15.6 14.1
18.0 20.9 18.1
17.1 20.0 17.3
47.2 46.8 46.4 48.1 49.2 40.0
73.6 61.5 58.6 60.2 62.4 50.9
62.4 62.7 62.2 65.0 66.8 55.1
74.4 66.4 64.5 67.4 69.9 61.2 41.9
66.5 62.3 61.8 65.1 69.3 65.9 64.4 67.3 65.2 58.8 53.4 50.2 48.4 39.9
52.1 56.5 58.9 62.5 66.2 64.7 64.2 67.7 67.5 65.8 63.0 58.6 55.5 46.7
69.8 65.1 64.6 67.9 72.9 69.5 63.8 73.2 70.4 57.8 51.0 48.6 46.0 38.8
76.6 70.4 68.9 72.6 77.9 71.8
70.4 70.2 70.1 74.0 79.0 73.1
83.2 73.8 71.8 75.1 80.0 74.1
63.9 68.2 68.1 71.3 76.2 71.1
53.7 63.7 63.3 66.3 71.8 67.5
45.3 54.3 54.0 56.2 60.5 57.3
75.5 69.7
74.6 66.0
74.5 67.6
71.2 67.6
63.0 67.7 69.1
56.3 62.8 66.7
159.1 195.2 191.1 190.6 195.9 161.6
199.4 241.3 233.8 233.2 241.8 202.7
210.2 249.4 234.1 232.8 249.5 213.5
210.4 249.7 233.9 232.6 249.5 213.6
201.5 243.7 235.4 234.5 243.6 204.9
162.5 200.0 196.0 195.1 200.3 164.9
34.8 51.4 63.3 62.4 61.9 63.9 57.0 41.3
49.7 77.5 93.8 90.4 89.1 93.1 84.5 58.2 40.1
70.0 120.0 126.1 84.3 54.8
80.1 137.6 142.3 97.2 63.6
81.1 135.1 138.6 93.7 62.4
84.7 133.8 139.7 94.5 62.8
87.7 134.7 143.2 97.4 63.6
72.0 111.8 134.9 133.7 133.0 134.6 120.3 79.7 52.2
50.7 74.4 90.1 87.4 86.2 89.5 80.8 55.5 37.8
26.3 29.0 28.4 26.8 23.0 17.7
34.6 34.5 33.6 31.5 27.3 20.9
32.9 32.7 31.6 29.5 25.7 19.7
168.5 163.6 163.6 168.5
202.3 195.5 195.5 202.3
201.9 193.1 193.0 201.9
202.1 193.1 193.0 202.1
204.4 197.7 198.3 205.0
177.2 172.9 173.2 177.6
61.4 61.1 61.0 61.2 57.4
82.7 89.1 92.8 92.8 89.0 82.1
105.3 115.0 115.4 105.7
112.5 122.1 122.7 112.8
114.8 123.3 124.0 115.1
117.5 128.1 129.1 118.3
117.9 130.9 132.1 119.4
79.5 86.9 92.4 92.6 89.3 82.0
28.9 35.8 38.3 34.6
33.1 41.1 44.2 39.9
29.7 36.9 39.4 35.5
24.1 24.0
29.5 29.4
28.5 28.5
21.1
51.8 61.1 50.0
57.6 68.0 55.5
51.6 60.8 49.7
22.3 25.1 22.1
22.3 24.9 22.0
33.9 39.3 39.8 37.2 28.9
44.6 51.5 51.6 48.7 36.6
41.7 48.2 48.1 45.0 34.0
26.4 30.1 26.1
26.3 30.0 26.0
14.1
22.1 22.5
28.8 28.6
29.3 28.9
23.2 23.0
20.5 20.2
29.9 33.1 29.6
37.6 41.7 37.5
42.9 49.8 45.7
40.4 36.2 32.1
35.6 34.1
42.7 42.8
57.0 51.1
29.7 38.7 43.4 46.0 55.9 60.9 53.7
26.5 33.8 38.3 41.7 45.2 60.1 54.0
49.7 49.5
48.2 46.2
45.1 43.1
38.9 37.3
28.7 32.7 28.3
28.9 32.7 28.0
28.1 28.4
31.2 31.4
27.0 27.1
23.3 29.5 29.3 23.0
23.4 29.6 29.4 23.0
Calculation Summary
Label Units Avg Max Min Avg/Min Max/Min
100 - ENTRY Fc 34.90 43.9 25.5 1.37 1.72
100A - WAITING ROOM Fc 50.48 72.1 28.3 1.78 2.55
101 - RECEPTION Fc 48.65 66.3 35.4 1.37 1.87
101 - RECEPTION DESK COUNTERTOP Fc 68.17 128.4 7.1 9.60 18.08
102 - RESTROOM CHANGING RM Fc 17.64 20.9 14.1 1.25 1.48
103 - PRE POST OP HOLDING Fc 62.90 83.2 38.8 1.62 2.14
104 - NURSE STATION Fc 68.02 75.5 56.3 1.21 1.34
105 - OR ROOM - CENTER Fc 214.09 249.7 159.1 1.35 1.57
105 - OR ROOM - PERIMETER Fc 87.77 143.2 34.8 2.52 4.11
106 - SEMI RESTRICTED HALLWAY Fc 28.09 34.6 17.7 1.59 1.95
107 - ENDOSCOPY PRO - CENTER Fc 189.43 205.0 163.6 1.16 1.25
107 - ENDOSCOPY PRO - PERIMETER Fc 100.95 132.1 57.4 1.76 2.30
108 - STAFF CHANGING ROOM Fc 36.45 44.2 28.9 1.26 1.53
109 - STAFF RESTROOM Fc 26.44 29.5 21.1 1.25 1.40
110 - OFFICE Fc 56.23 68.0 49.7 1.13 1.37
111 - STERILE SUPPLY STORAGE Fc 23.12 25.1 22.0 1.05 1.14
112 - DECONTAMINATION ROOM Fc 41.94 51.6 28.9 1.45 1.79
113 - SOILED ROOM Fc 27.48 30.1 26.0 1.06 1.16
114 - PATIENT RESTROOM Fc 24.50 29.3 14.1 1.74 2.08
115 - EVS Fc 20.35 20.5 20.2 1.01 1.01
116 - BREAK ROOM Fc 38.04 49.8 29.6 1.29 1.68
117 - HALLWAY Fc 44.61 60.9 26.5 1.68 2.30
90 - MED GAS Fc 29.88 32.7 28.0 1.07 1.17
90B - UPS Fc 28.87 31.4 27.0 1.07 1.16
90C - VACUUM Fc 26.31 29.6 23.0 1.14 1.29
------Disclaimer------
Luminaire data is obtained according to IES procedures under controlled laboratory conditions.
Field results may differ from computer predictions due to many uncontrollable factors including,
but not limited to Line Voltage Variations, Lamp Performance, Ballast input watts, LED Drivers
input watts, Temperature Variations and Jobsite Conditions.
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N
IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N
IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-4.1
NORMAL LIGHTING
PHOTOMETRIC PLAN
N
NORMAL LIGHTING PHOTOMETRIC PLAN SCALE
1/4"=1'-0"1
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
+8'-10"
+9'-6"
+9'-6"+9'-6"
+9'-0"
+9'-0"
+8'-0"
+8'-0"
+8'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+8'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
A AA
A A A
A
A
C
C
C C
CC
C C
C C C C
C C C
CC
C
C
C
C
C
C
C
C
CC
C
B
B
B
B B BB
B
B
B
B
B B
B
C
D
D
F
F
F
A
A
J
J
J
J
H
H
H
H
GG
G
E
E
E
J
J
J
K
K
K
C
L
A
M
K
MH: 9
------Disclaimer------
Luminaire data is obtained according to IES procedures under controlled laboratory conditions.
Field results may differ from computer predictions due to many uncontrollable factors including,
but not limited to Line Voltage Variations, Lamp Performance, Ballast input watts, LED Drivers
input watts, Temperature Variations and Jobsite Conditions.
Calculation Summary
Label Units Avg Max Min Avg/Min Max/Min
EMERGENCY EGRESS PATH Fc 4.77 11.5 1.0 4.77 11.50
1.0 1.9 6.2 6.9 7.2 7.0
1.6 2.1 2.8 3.6 4.3 4.5 3.9 5.2 5.8 5.0 2.2 3.6 6.6 7.0 7.2 7.2
1.9 2.4 3.2 4.2 5.1 5.3 4.6 6.4 6.6 6.4 5.5 3.6 6.5 6.9 7.2 6.8 7.6 8.2 8.5 8.3
2.0 2.5 3.4 4.4 5.3 5.6 4.9 1.2 6.8 6.9 6.9 6.5 2.6 5.2 6.5 6.8 11.2 11.5 8.2 8.7 8.5
2.0 2.5 3.3 4.2 5.0 5.2 4.6 1.7 6.8 7.5 7.0 6.2 1.7 1.2 3.8 4.8 7.1 7.7 8.4 9.1 9.0 5.4 5.5
2.0 2.5 3.1 3.8 4.4 4.7 4.4 1.5 2.8 7.5 6.7 6.4 4.5 1.3 5.6 8.0 9.0 7.4 6.1 6.2
2.0 2.4 3.0 3.6 4.1 4.3 4.1 3.9 3.1 3.3 3.7 4.0 4.1 3.9 4.2 6.4 1.5 2.8 3.5 3.8 3.4 2.6 1.9 1.3 2.1 4.8 3.4 5.8 5.9
2.1 2.5 3.1 3.7 4.2 4.4 4.2 4.1 3.9 3.8 4.3 4.9 5.0 4.7 4.1 3.8 3.6 4.1 4.6 4.7 4.0 3.1 2.1 1.5 1.0 4.1 4.4 3.7 3.2 2.4 2.2 5.5 5.4
2.2 2.6 3.3 4.1 4.7 4.9 4.6 4.2 4.2 4.2 4.7 5.1 5.3 4.9 4.2 3.8 3.8 4.3 4.8 4.8 4.2 3.1 2.2 1.5 1.0 4.7 5.0 4.4 3.5 2.7 3.6 4.6 4.4
2.3 2.8 3.6 4.5 5.3 5.5 5.0 4.3 4.1 4.1 4.6 4.7 4.8 4.4 3.8 3.4 3.4 3.8 4.3 4.3 3.7 2.8 2.0 1.4 1.0 4.5 4.7 4.2 3.3 2.9 3.3 4.0 3.8
2.5 3.0 3.8 4.7 5.5 5.5 4.5 2.8 2.5 1.9 2.7 3.5 3.3 3.2 3.6 3.4 2.1 4.0 4.2 3.8 3.7 4.0 4.0 3.2 3.3
2.7 3.2 3.8 4.6 5.0 4.9 4.1 2.4 2.3 2.5 3.9 5.1 4.6 3.9 4.4 4.6 2.7 1.6 4.6 5.5 5.7 5.1 4.7 5.0 5.3 3.6 3.6
3.1 3.6 4.0 4.4 4.5 4.3 3.4 2.0 2.6 3.1 5.4 7.0 5.9 5.0 5.6 6.0 3.7 2.0 5.9 6.8 7.3 6.7 6.1 6.2 6.5 4.5 4.5
3.8 4.1 4.3 4.3 4.2 3.8 2.8 2.8 3.2 3.5 6.5 8.4 7.0 6.0 6.9 7.3 4.7 2.4 7.1 7.8 8.4 8.0 7.5 7.4 7.3 5.5 5.5
4.6 4.9 4.8 4.5 4.1 4.0 3.6 3.8 3.9 3.8 7.5 9.1 7.6 6.8 8.0 8.4 5.4 2.8 7.8 8.2 8.7 8.7 8.5 8.1 7.8 6.0 6.0
5.3 5.6 5.3 4.7 4.1 3.9 4.1 4.4 4.5 4.7 4.4 3.7 7.6 8.8 7.4 6.9 8.5 8.8 5.6 3.1 7.6 7.8 8.0 8.5 8.6 8.1 7.6 5.4 5.5
5.5 5.8 5.4 4.6 4.0 3.8 4.0 4.6 4.8 4.9 4.5 3.2 6.7 7.7 6.5 6.4 8.0 8.2 5.2 3.0 6.9 6.7 6.7 7.3 7.8 7.3 6.5
5.0 5.2 4.8 4.2 3.6 3.5 3.7 4.1 4.2 4.5 3.9 2.7 5.5 6.3 5.4 5.6 6.9 6.9 4.5 2.7 5.8 5.4 5.3 5.8 6.4 6.1 5.1
2.1 3.9 5.0 4.3 4.5 5.4 5.2 3.5 2.3
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N
IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N
IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-4.2
EMERGENCY LIGHTING
PHOTOMETRIC PLAN
N
EMERGENCY LIGHTING PHOTOMETRIC PLAN SCALE
1/4"=1'-0"1
FEC
SCRUBS
1
2
3
4
BIO
HZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
WHEEL
CHAIR
30"
48
"
5'-0"
T
Y
P
+8'-10"
+9'-6"
+9'-6"+9'-6"
+9'-0"
+9'-0"
+8'-0"
+8'-0"
+8'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+8'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
+9'-0"
8'-10"
ROOM
CONTROLDRC07-EDO
DIMMING
RELAYDRD07-ED0
DIMMING
RELAYDRD07-ED0
DIMMING
RELAYDRD07-ED0
DIMMINGRELAY
DRD07-ED0
DIMMINGRELAY
DRD07-ED0
DIMMING
RELAYDRD07-ED0
DIMMING
RELAYDRD07-ED0
DIMMING
RELAYDRD07-ED0
DIMMING
RELAYDRD07-ED0
DIMMING
RELAYDRD07-ED0
DIMMINGRELAY
DRD07-ED0
DIMMINGRELAY
DRD07-ED0
ROOM
CONTROL
DRC07-EDO
DIMMING
RELAY
DRD07-ED0
ROOM
CONTROL
DRC07-EDO
DIMMINGRELAY
DRD07-ED0
ROOM
CONTROL
DRC07-EDO
DIMMING
RELAYDRD07-ED0
ROOM
CONTROL
DRC07-EDO DIMMING
RELAYDRD07-ED0
DIMMINGRELAY
DRD07-ED0
DIMMINGRELAY
DRD07-ED0
ROOM
CONTROLDRC07-EDO
DIMMING
RELAY
DRD07-ED0
DIMMING
RELAYDRD07-ED0
LIGHT FIXTURE
AND CONTROLS
ARE BY OTHERS
a b
cd
e
fg
hi
jk
lm
e
lm
jk
hi
fg
abcd
a a
a
aa
b
b b
b
b
ab ab
ab
abc
abcd
c
c
d
ROOMCONTROL
DRC07-EDO
POWER
SUPPLY
DRC00-0D0
POWER
SUPPLY
DRC00-0D0
Device Count
Preview Device Name Count
DRC00-0D0 PS 2
DRC07-ED0 RC 7
DRD07-ED0 DIM 20
DRKDN-C4W
CKDNK-4EW 2
DRKDN-C8W
CKDNK-8EW 9
ODD10-IDW 4
ODS15-IDW 5
OSR05-ICW 14
OSSMD-GAW 3
POWER
SUPPLYDRC00-0D0
ROOMCONTROLDRC07-EDO
DIMMINGRELAYDRD07-ED0
LIGHTING
CIRCUIT
WALL SWITCH SENSOR
SEE CUT SHEET FOR LOAD RATING
(ODS15-IDW)
NEUTRAL
HOT
LOAD
NEUTRAL
GROUND
0-10V LIGHTING
LOAD
LIGHTING
CIRCUIT
SMART 0-10V WALLBOX DIMMER
SEE CUT SHEET FOR LOAD RATING
(ODD10-IDW)
NEUTRAL
HOT
GREY
PURPLE
LOAD
NEUTRAL
GROUND
0-10V LIGHTING
LOAD
0-10V LIGHTING
LOAD
LumaCAN®Power
Reset
Ethernet Luma-Net® MS/TP
ErrorLink/RX
TXNetwork Protocol ConverterNP00G
A B Expansion
Power
Reset ErrorRX
TX
A B C D E F
Power
Reset ErrorRX
TX
A B C D E F
ROOM
CONTROL
DRC07-EDO
ROOMCONTROLDRC07-EDO
ROOMCONTROL
DRC07-EDO
ROOM
CONTROLDRC07-EDO
ROOMCONTROLDRC07-EDO
ROOM
CONTROL
DRC07-EDO
ROOMCONTROLDRC07-EDO
ROOM
CONTROL
DRC07-EDO
ROOM
CONTROLDRC07-EDO
ROOM
CONTROL
DRC07-EDO
ROOM
CONTROLDRC07-EDO
NP00G
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-4.3
LIGHTING
CONTROL PLAN
N
LIGHTING CONTROL PLAN SCALE
1/4"=1'-0"1
LIGHTING CONTROL DETAILS SCALE
NTS 2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-4.4
LIGHTING
CONTROL
DETAILS
CAT-6 (NETWORK RULES)
1 LUMA-CAN (LC) CAT6 DATALINE WIRE: TERMINATE PER
EIA/TIA 568-B (SAME AS STANDARD ETHERNET COLOR CODES) AT BOTH
ENDS AS STRAIGHT THROUGH CABLES. CROSS OVER CABLES WILL CAUSE
SYSTEM FAILURE. SEE COLOR CODE CHART FOR DETAILS. DAISY
CHAIN/SEQUENTIAL CONNECTION ONLY; NO T-TAP OR BRANCHING
ALLOWED. 1600 FEET MAXIMUM RUN. BUNDLING, OR COILING OF CAT6
CABLES ABOVE CEILING IS NOT RECOMMENDED AS IT ADDS
UNNECESSARY LENGTH TO THE LUMA-CAN NETWORK. DO NOT USE
COUPLINGS ON ANY PART OF THE CAT-6 NETWORK. DISCONNECT +V
BETWEEN POWER SUPPLIES. A DISCONNECT SWITCH IS PROVIDED ON
FACE OF EACH POWER SUPPLY FOR THIS PURPOSE.
PASS THRU RJ-45 CONNECTORS ARE NOT ALLOWED TO BE USED ON ANY
CAT-6 CABLES. USE OF THESE CONNECTOR TYPES COULD REQUIRE
RE-TERMINATION OF ALL CONNECTORS. AN IDEAL BRAND #85-396 IS THE
STANDARD; HOWEVER, AN EQUAL CONNECTOR IS ACCEPTABLE.
2
CAN
LINE
EM
E
R
G
E
N
C
Y
Se
n
s
e
S
w
i
t
c
h
WIFI
ZIGBEE
LumaCAN
HEARTBEAT
WIFI
ZIGBEE
LumaCAN
HEARTBEAT
WIFI Indicator Light
LuminaRF/Zigbee
Indicator Light
LumaCAN
Indicator Light
Heartbeat Indicator Light
DIP SWITCH BANK
REFER TO DIP SWITCH
DETAILS
WIFI SERIAL
ID #
(NOTE: THIS ID # MUST BE DOCUMENTED
BY EC PRIOR TO INSTALLATION.)
CAN
LINE
EM
E
R
G
E
N
C
Y
Se
n
s
e
S
w
i
t
c
h
THESE INDICATOR LIGHTS MUST BE
VISIBLE AFTER INSTALLATION.NOTE: These charts show the power draw & power supply of the various DRC system components.
The devices on the chart below must be used to supply
power to these specific devices due to high current draw.
LIGHTING
LINE FEED
N H
GNDCH 1 CH 2 CH 3 CH 4
TRIAC/ELV LIGHTING
LOAD
NOTE: ALL OF THESE DEVICES SHALL BE INSTALLED IN ACCESSIBLE LOCATION.
TYPICALLY ABOVE THE DOOR OF THE AREA THEY ARE CONTROLLING.
·THESE DRAWINGS ARE TO BE USED AS A GUIDELINE FOR REFERENCE
PURPOSES ONLY. NOT ALL ITEMS MAY BE USED.
"DMX DIP" APP AVAILABLE FROM
APP STORE FOR IOS / ANDROID.
SEARCH "DMX DIP"
DEMAND
RESPONSE
RCRCRCRC
0-10V LIGHTING
LOAD
CONTROLLED
RECEPTACLE(S)
SP
LINE MODE FOR DRC ROOM
CONTROLLER (Switch in LINE
positition)
CAN MODE FOR
DRD'S (Switch in
CAN positition)
POWER DRAW
POWER SUPPLY
0-10V LIGHTING
LOAD
SP SP
ON
1 2 3 4 5 6 7 8 P1 P2
ON
1 2 3 4 5 6 7 8 P1 P2
ON
1 2 3 4 5 6 7 8 P1 P2
ON
1 2 3 4 5 6 7 8 P1 P2
1 2 4 8 16 32 64 128
• EXAMPLES:
CHANNEL 01: DIP/ON : #1 (=1)
CHANNEL 09: DIP/ON : #1,#4 (1+8=9)
CHANNEL 37: DIP/ON : #1,#3,#6 (1+4+32=37)
CHANNEL 86: DIP/ON : #2,#3,#5,#7 (2+4+16+64=86)
GENERAL LIGHTING CONTROL
NOTES
1.ALL CONTROLS ARE BASED ON 0-10V DIMMING
PROTOCOL, UNLESS OTHERWISE NOTED. IF
FORWARD PHASE, OR ELV TYPE DIMMING IS
NEEDED, PLEASE CONTACT CLS FOR CHANGES TO
PLANS AND BILL OF MATERIAL.
2.INSTALL ALL LIGHTING CONTROL PRODUCTS PER
MANUFACTURER'S INSTRUCTIONS. ALL PRODUCTS
COME WITH INSTRUCTIONS.
3.THESE DRAWINGS ARE REPRESENTATION OF
PRODUCT INSTALLATION. ALWAYS REFER TO
MANUFACTURER INSTRUCTIONS FOR PROPER
INSTALLATION.
4.ALL OCCUPANCY SENSORS MUST BE MOUNTED A
MINIMUM OF 6' FROM ANY HVAC VENT. THIS
DIMENSION SHALL SUPERSEDE THE LOCATION
SHOWN ON THE PLANS FOR BOTH TITLE-24
COMPLIANCE, AND MANUFACTURER RECOMMENDED
INSTALLATION LOCATIONS. IF MOUNTED WITHIN THE
RECOMMENDED 6' FROM HVAC VENTS, REDUCTION
IN SENSITIVITY MAY BE REQUIRED.
5.ALL LOCAL AND NATIONAL ELECTRIC CODES APPLY.
THIS INCLUDES, BUT IS NOT LIMITED TO, THE NEED
FOR EGRESS LIGHTING.
6.PRE-SITE VISITS ARE OFFERED AND INCLUDED IN
YOUR BILL OF MATERIAL. SHOULD ANY QUESTIONS
ARISE WITH REGARDS TO THESE PLANS, PLEASE
CONTACT CLS TO SCHEDULE A SITE VISIT.
7.FIELD COMMISSIONING SCHEDULE REQUEST FORM
SHALL BE COMPLETED AND SCHEDULED WITH
THREE WEEKS NOTICE. COMMISSIONING IS SUBJECT
TO TECHNICIAN AVAILABILITY.
8.CONTRACTOR TO PROVIDE SINGLE POLE DECORA
ROCKER OR TOGGLE SWITCH FOR ALL ELECTRICAL
EQUIPMENT ROOMS.
9.THESE DRAWINGS ARE TO BE USED AS A GUIDELINE
FOR REFERENCE PURPOSES ONLY. NOT ALL ITEMS
MAY BE USED.
0-10V LIGHTING
LOAD
0-10V LIGHTING
LOAD
0-10V LIGHTING
LOAD
0-10V LIGHTING
LOAD
RC
0-10V LIGHTING
LOAD
ZONE:
1 LIGHTING
SP
CONTROLLED
RECEPTACLE(S)
PS
SP
CONTROLLED
RECEPTACLE(S)
SPEM
0-10V EM LIGHTING
LOAD
RC
0-10V LIGHTING
LOAD
SPEM
0-10V EM LIGHTING
LOAD
SP
0-10V LIGHTING
LOAD
ZONE:
1(PRIMARY DAYLIGHT)
ZONE: EM
1(PRIMARY DAYLIGHT)
ZONE:
2(SECONDARY DAYLIGHT)
ZONE: EM
2(SECONDARY DAYLIGHT)
PS
SP
CONTROLLED
RECEPTACLE(S)
SPEM
0-10V EM LIGHTING
LOAD
RC
0-10V LIGHTING
LOAD
SPEM
0-10V EM LIGHTING
LOAD
SP
0-10V LIGHTING
LOAD
ZONE:
1(PRIMARY DAYLIGHT)
ZONE: EM
1(PRIMARY DAYLIGHT)
ZONE:
2(SECONDARY DAYLIGHT)
ZONE: EM
2(SECONDARY DAYLIGHT)
PSRC
0-10V LIGHTING
LOAD
SPEM
0-10V EM LIGHTING
LOAD
ZONE:
1 LIGHTING
ZONE:
1 EM LIGHTING
DECORATIVE
LIGHTING
LOAD 2
DECORATIVE
LIGHTING
LOAD 1
SP
CONTROLLED
RECEPTACLE(S)
PS
SP
WHITEBOARD
LIGHTING LOAD
SPEM
0-10V EM LIGHTING
LOAD
RC
0-10V LIGHTING
LOAD
SPEM
0-10V EM LIGHTING
LOAD
SP
0-10V LIGHTING
LOAD
ZONE:
1(PRIMARY DAYLIGHT)
ZONE: EM
1(PRIMARY DAYLIGHT)
ZONE:
2(SECONDARY DAYLIGHT)
ZONE: EM
2(SECONDARY DAYLIGHT)
ZONE:
TASK LIGHTING
RC
RC
0-10V LIGHTING
LOAD
SPEM
0-10V EM LIGHTING
LOAD
ZONE:
1 LIGHTING
ZONE:
1 EM LIGHTING
SP
CONTROLLED
RECEPTACLE(S)
RC
0-10V LIGHTING
LOAD
SPEM
0-10V EM LIGHTING
LOAD
ZONE:
1 LIGHTING
ZONE:
1 EM LIGHTING PSRC
0-10V LIGHTING
LOAD
SPEM
0-10V EM LIGHTING
LOAD
ZONE:
1 LIGHTING
ZONE:
1 EM LIGHTING
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETSIGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-4.5
LIGHTING
CONTROL
DETAILS
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-5.0
INDOOR LIGHTING TITLE
24 COMPLIANCE FORMS
Ali Safaian
MEP California Engineering Corp
1920 Main Street, Suit 820
Irvine, CA 92614
2023-10-20
E21819
(949) 516-6480
2023-10-20
(949) 516-6480
80 W LIVE OAK, ARCADIA, CA 91007
Ali Safaian
MEP California Engineering Corp
1920 Main Street, Suit 820
Irvine, CA 92614
80 W LIVE OAK, ARCADIA, CA 91007
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N
IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N
IAS
T
A
TE
OF
No. E21819
E
A L I S AFA
I
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-5.1
ELECTRICAL POWER
DISTRIBUTION TITLE 24
COMPLIANCE FORMS
Ali Safaian
MEP California Engineering Corp
1920 Main Street, Suit 820
Irvine, CA 92614
2023-09-26
E21819
(949) 516-6480
2023-09-26
(949) 516-6480
80 W LIVE OAK, ARCADIA, CA 91007
Ali Safaian
MEP California Engineering Corp
1920 Main Street, Suit 820
Irvine, CA 92614
80 W LIVE OAK, ARCADIA, CA 91007
1DEVICE ALIGNMENT & MOUNTING HEIGHT DETAILSNTS
2FIXTURE SUPPORT DETAILNTS
ELECTRIFIED
MORTISE LOCK
(F.B.O.)
CARD READER ON
J-BOX WITH VERTICAL
1-GANG RING
42" A.F.F.
WIRE PATHWAY
IN DOOR
TERMINATE CONDUIT IN
DOOR FRAME ADJACENT
TO ELECTRIC HINGE
(F.B.O.)
3/4"C.
(TYP.)
J-BOX
CONDUIT TO
NEXT DEVICE
OR "SPB"
DOOR
CONTACTS
6"
REQUEST TO EXIT INFRARED
SENSOR MOUNTED ON J-BOX
WITH HORIZONTAL 1-GANG RING
(ON OPPOSITE FACE OF WALL)
3CARD READER DETAILNTS
4PENETRATION FIRESTOP FOR METAL CONDUITNTS
5CONDUIT SUPPORT DETAILNTS6PANELBOARD ANCHORAGE DETAILSNTS
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-6.0
ELECTRICAL DETAILS
ELECTRIFIED
MORTISE LOCK
(F.B.O.)
CARD READER ON J-BOX
WITH VERTICAL 1-GANG RING
42" A.F.F.
WIRE PATHWAY
IN DOOR
TERMINATE CONDUIT IN
DOOR FRAME ADJACENT
TO ELECTRIC HINGE
(F.B.O.)
3/4"C.
(TYP.)
J-BOX
CONDUIT TO
NEXT DEVICE
OR "SPB"
DOOR
CONTACTS
6"
REQUEST TO EXIT INFRARED
SENSOR MOUNTED ON J-BOX
WITH HORIZONTAL 1-GANG RING
(ON OPPOSITE FACE OF WALL)
1CARD READER DETAILNTS
PUSH PLATE
CIRCUIT
ON SAME
RECEPTACLES
TO OTHER
MODULES
GROUNDING
TO OTHER
ENTRANCE
SERVICE
GROUND
CIRCUIT
ON SAME
RECEPTACLES
TO OTHER
ROOM BONDING POINT GROUNDING CONDUCTOR -#6 GREEN INSULATED STRANDED COPPER IN
CONDUIT. NO SPLICES WILL BE ALLOWED BETWEEN GROUND BARS.
EQUIPMENT GROUNDING BUS AND REFERENCE GROUNDING POINT.
BRANCH CIRCUIT PANELBOARD -ESSENTIAL ELECTRICAL SYSTEM (CRITICAL BRANCH OR NORMAL POWER).
REFERENCE GROUNDING POINT GROUNDING CONDUCTOR -MINIMUM #6 GREEN INSULATED
COPPER, IN SAME CONDUIT WITH POWER CONDUCTORS.
ROOM GROUND MODULE (RGM) FOR PATIENT EQUIPMENT GROUNDING (BONDING) POINT. SEE FLOOR PLANS FOR TYPE
AND LOCATION.
ROOM BONDING CONDUCTORS -CONNECT FIXED EXPOSED CONDUCTIVE SURFACES WITHIN ROOM TO PATIENT
EQUIPMENT GROUNDING POINT (IN GROUND MODULE) WITH #10 GREEN INSULATED STRANDED COPPER CONDUCTOR. DO
NOT DAISY CHAIN. EACH EXPOSED CONDUCTIVE AND ALL CONDUCTIVE NON-ELECTRICAL EQUIPMENT AND DEVICES
SHALL HAVE INDIVIDUAL GROUND WIRE TO GROUND BAR.
RECEPTACLE GROUNDING CONDUCTOR -INSULATED COPPER (SIZED TO MATCH PHASE CONDUCTORS), IN
SAME CONDUIT WITH POWER CONDUCTORS. NO SPLICES WILL BE ALLOWED.
POWER RECEPTACLE -GROUNDING TYPE.
OUTLET BOX GROUNDING JUMPER -#12 GREEN INSULATED STRANDED COPPER. CONNECT TO
RECEPTACLE GROUNDING SCREW AND BOND TO OUTLET BOX WITH SELF TAPPING SCREW.
DEVICE COVER PLATE BOUNDED WITH MOUNTING SCREWS.
CONDUIT GROUNDING BUSHING -BOND TO EQUIPMENT GROUNDING BUS WITH #10 GREEN
INSULATED STRANDED COPPER JUMPER.
GROUNDING BUS INTERCONNECTING GROUNDING CONDUCTOR -GREEN INSULATED STRANDED COPPER (SIZED TO
MATCH REFRENCE GROUNDING POINT CONDUCTOR), IN CONDUIT.
EACH CONDUCTOR SHALL BE TERMINATED MADE USING 1/4" BY 20 HEXHEAD NON-SLOTTED
MACHINE SCREW.
12
1
2
3
4
5
6
7
8
9
10
11
13
1
7
9
10
6
9 10
7
11
12
4
11
3 13
2
11
2
3
13
5 13
8
8
2PATIENT ROOMS EQUIPOTENTIAL GROUNDING SYSTEMS AND NOTES NTS
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
LANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
E-6.1
ELECTRICAL DETAILS
1
DN.
U
P
EP
WH
(E) COSTUMER AREA
(E) COSTUMER AREA
(E) BAR AREA
(E) MEN'S
RESTROOM
(E) WOMEN'S
RESTROOM
(E) KITCHEN AREA
(D) MAIN/METER LOCATION
WP
(E)
WP
(E)
WP
(E)
2
SCOPE OF WORK 1
3
3
3
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETS
IGE
R REE
N
I
G
N
E
L
ANOISS
C A L I F O R N
IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETS
IGE
R REE
N
I
G
N
E
L
ANOISS
C A L I F O R N
IAS
T
A
TE
OF
No. E21819
E
A L I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
ED-3.0
DEMOLITION POWER
PLAN
N
DEMOLITION POWER PLAN SCALE
1/4"=1'-0"1
DEMOLITION KEY NOTESDEMOLITION GENERAL NOTES
A.THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND THOROUGHLY FAMILIARIZE
HIMSELF WITH THE WORKING CONDITIONS AND THE EXACT NATURE OF THE WORK TO BE DONE, AND
TAKE INTO ANY SPECIAL OR UNUSUAL FEATURES PECULIAR TO THIS JOB.
B.THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BID.
C.THE ELECTRICAL CONTRACTOR SHALL INSPECT AND CHECK THE ACTUAL SCOPE OF WORK TO BE
DEMOLISHED.
D.THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO
DETERMINE THE LOCATION OF THE EQUIPMENT OR OUTLETS. SEE ARCHITECTURAL PLANS, WHERE
PROVIDED ON PROJECT FOR EXTENT OF DEMOLITION.
E.CONTRACTOR IS RESPONSIBLE FOR RELOCATING OR REMOVING FROM WALLS, CEILINGS, FLOOR
SPACES, ETC., ANY EXISTING CONDUITS, WIRES, BOXES, FITTINGS, FIXTURES OR OTHER ELECTRICAL
EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK.
F.NOTIFY ARCHITECT WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED
DUE TO NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR BURIED OR EMBEDDED IN
STRUCTURE OR SLAB.
G.CAREFULLY PROTECT ALL WALLS, TRIM, FLOOR, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN
WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO
THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS
WORK.
H.EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED
IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE
KIND AND QUALITY.
I.DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY
INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE/SPACE, AND NOT
INTERFERE IN ADVANCE.
J.DO ALL DRILLING, CUTTING, ETC. REQUIRED TO DEMOLISH ELECTRICAL WORK AS INDICATED OR PROVIDE
BLANK COVER PLATES ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OR DEVICES.
K.RESEAL ALL PENETRATIONS OR OPENINGS TROUGH WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN
RATING OF STRUCTURE OR DEVICES.
L.ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE SALVAGED MATERIALS SHALL REMAIN THE
PROPERTY OF THE UNIVERSITY. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE
PREMISES AS DIRECTED BY THE UNIVERSITY REPRESENTATIVE AND NEATLY PILE OR STORE AND
PROTECT FROM DAMAGE. DISPOSE OF ALL HAZARDOUS MATERIALS PER FEDERAL, STATE AND LOCAL
REGULATIONS AND OTHER AUTHORITIES HAVING JURISDICTION.
M.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT/WIRING RUNS, REUSE AS REQUIRED, AND REMOVE
ALL UNUSED CONDUIT /WIRING. UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) MAY
BE ABANDONED IN PLACE. REMOVE UNUSED WIRING INCLUDING ABANDONED TELEPHONE, DATA AND
OTHER LOW VOLTAGE SYSTEMS CABLING AFTER CONFIRMING WITH THE UNIVERSITY REPRESENTATIVE
THAT CABLING IS ABANDONED AND WILL NOT RE REUSED.
N.CONTRACTOR TO VERIFY CIRCUIT NUMBER AND LOADS FOR ALL EXISTING EQUIPMENT PRIOR TO
INSTALLATION OF NEW OR RELOCATED ELECTRICAL EQUIPMENT. REASSIGN CIRCUITS AND LOADS
ACCORDINGLY. PROVIDE COMPLETE "AS-BUILT" DRAWINGS AND TYPEWRITTEN DIRECTORIES FOR
PANELBOARDS.
O.WHERE NECESSARY TO SHUT OFF UTILITY SERVICES OR CAUSE INTERRUPTION TO POWER OR SIGNAL
SYSTEMS WHILE A BUILDING/SPACE IS OCCUPIED OR THAT AFFECT ADJACENT BUILDINGS, SCHEDULE
OUTAGES OR INTERRUPTIONS WITH THE ARCHITECT PRIOR TO CONDUCTING OUTAGE(S).
1.SCOPE OF WORK AREA. CONTRACTOR TO DEMOLISH ALL RECEPTACLES, DATA OUTLETS, SURFACE
MOUNTED RACEWAYS, AND OTHER ELECTRICAL DEVICES INSIDE SCOPE OF WORK UNLESS NOTED
OTHERWISE WITH (E) FOR EXISTING TO REMAIN AND BE PROTECTED IN PLACE. ALL AREAS OUTSIDE OF
THE SCOPE OF WORK SHALL NOT BE AFFECTED. CONTRACTOR SHALL RUN ADDITIONAL CONDUIT AND
CONDUCTORS AS REQUIRED TO ENSURE THERE ARE NO OUTAGES IN SPACES OUTSIDE OF PROJECT
AREA.
2.DISCONNECT AND REMOVE EXISTING 200A, 1-PHASE, 240V METER AND MAIN PANEL. COORDINATE
REMOVAL WITH SCE. REFER TO SINGLE LINE DIAGRAM AND POWER PLAN FOR NEW 400A, 3-PHASE,
208Y/120V METER/MAIN AND ELECTRICAL SYSTEM.
3.EXISTING RECEPTACLE TO REMAIN AND BE RECONNECTED TO NEW ELECTRICAL SYSTEM. EXTEND
BRANCH CIRCUIT (WIRE AND CONDUIT), 3/4"C, 2#10 & 1#10GND, TO NEW LOCATION AND CONNECT TO NEW
PANELBOARD.
#
DN.
U
P
EP
WH
(E)
LIGHT TO
BE
RELOCATED
(E)
LIGHT TO
BE
RELOCATED
SCOPE OF WORK 1
2
2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
EFORPDERETSIGE
R REE
N
I
G
N
E
L
ANOISS
C A L I F O R N IAS
T
A
TE
OF
LEC T R I C A L
EXP: 3-31-25
EFORPDERETSIGE
R REE
N
I
G
N
E
L
ANOISS
C A L I F O R N IAS
T
A
TE
OF
No. E21819
E
A L
I S AFAI
A
N
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
ED-4.0
DEMOLITION LIGHTING
PLAN
N
DEMOLITION LIGHTING PLAN SCALE
1/4"=1'-0"1
DEMOLITION GENERAL NOTES DEMOLITION KEY NOTES
A.THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND THOROUGHLY FAMILIARIZE
HIMSELF WITH THE WORKING CONDITIONS AND THE EXACT NATURE OF THE WORK TO BE DONE, AND
TAKE INTO ANY SPECIAL OR UNUSUAL FEATURES PECULIAR TO THIS JOB.
B.THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BID.
C.THE ELECTRICAL CONTRACTOR SHALL INSPECT AND CHECK THE ACTUAL SCOPE OF WORK TO BE
DEMOLISHED.
D.THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE ELECTRICAL DRAWINGS TO
DETERMINE THE LOCATION OF THE EQUIPMENT OR OUTLETS. SEE ARCHITECTURAL PLANS, WHERE
PROVIDED ON PROJECT FOR EXTENT OF DEMOLITION.
E.CONTRACTOR IS RESPONSIBLE FOR RELOCATING OR REMOVING FROM WALLS, CEILINGS, FLOOR
SPACES, ETC., ANY EXISTING CONDUITS, WIRES, BOXES, FITTINGS, FIXTURES OR OTHER ELECTRICAL
EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK.
F.NOTIFY ARCHITECT WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED
DUE TO NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR BURIED OR EMBEDDED IN
STRUCTURE OR SLAB.
G.CAREFULLY PROTECT ALL WALLS, TRIM, FLOOR, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN
WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO
THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS
WORK.
H.EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED
IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE
KIND AND QUALITY.
I.DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY
INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE/SPACE, AND NOT
INTERFERE IN ADVANCE.
J.DO ALL DRILLING, CUTTING, ETC. REQUIRED TO DEMOLISH ELECTRICAL WORK AS INDICATED OR PROVIDE
BLANK COVER PLATES ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OR DEVICES.
K.RESEAL ALL PENETRATIONS OR OPENINGS TROUGH WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN
RATING OF STRUCTURE OR DEVICES.
L.ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE SALVAGED MATERIALS SHALL REMAIN THE
PROPERTY OF THE UNIVERSITY. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE
PREMISES AS DIRECTED BY THE UNIVERSITY REPRESENTATIVE AND NEATLY PILE OR STORE AND
PROTECT FROM DAMAGE. DISPOSE OF ALL HAZARDOUS MATERIALS PER FEDERAL, STATE AND LOCAL
REGULATIONS AND OTHER AUTHORITIES HAVING JURISDICTION.
M.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDUIT/WIRING RUNS, REUSE AS REQUIRED, AND REMOVE
ALL UNUSED CONDUIT /WIRING. UNUSED CONDUIT IN INACCESSIBLE LOCATIONS (WALLS TO REMAIN) MAY
BE ABANDONED IN PLACE. REMOVE UNUSED WIRING INCLUDING ABANDONED TELEPHONE, DATA AND
OTHER LOW VOLTAGE SYSTEMS CABLING AFTER CONFIRMING WITH THE UNIVERSITY REPRESENTATIVE
THAT CABLING IS ABANDONED AND WILL NOT RE REUSED.
N.CONTRACTOR TO VERIFY CIRCUIT NUMBER AND LOADS FOR ALL EXISTING EQUIPMENT PRIOR TO
INSTALLATION OF NEW OR RELOCATED ELECTRICAL EQUIPMENT. REASSIGN CIRCUITS AND LOADS
ACCORDINGLY. PROVIDE COMPLETE "AS-BUILT" DRAWINGS AND TYPEWRITTEN DIRECTORIES FOR
PANELBOARDS.
O.WHERE NECESSARY TO SHUT OFF UTILITY SERVICES OR CAUSE INTERRUPTION TO POWER OR SIGNAL
SYSTEMS WHILE A BUILDING/SPACE IS OCCUPIED OR THAT AFFECT ADJACENT BUILDINGS, SCHEDULE
OUTAGES OR INTERRUPTIONS WITH THE ARCHITECT PRIOR TO CONDUCTING OUTAGE(S).
1.SCOPE OF WORK AREA. CONTRACTOR TO DEMOLISH ALL RECEPTACLES, DATA OUTLETS, SURFACE
MOUNTED RACEWAYS, AND OTHER ELECTRICAL DEVICES INSIDE SCOPE OF WORK UNLESS NOTED
OTHERWISE WITH (E) FOR EXISTING TO REMAIN AND BE PROTECTED IN PLACE. ALL AREAS OUTSIDE OF
THE SCOPE OF WORK SHALL NOT BE AFFECTED. CONTRACTOR SHALL RUN ADDITIONAL CONDUIT AND
CONDUCTORS AS REQUIRED TO ENSURE THERE ARE NO OUTAGES IN SPACES OUTSIDE OF PROJECT
AREA.
2.EXISTING EXTERIOR LED LIGHTS TO BE RELOCATED PER SHEET E-4.0. EXTEND BRANCH CIRCUIT (WIRE
AND CONDUIT), 3/4"C, 2#10 & 1#10GND, TO NEW LOCATION AND CONNECT THROUGH NEW TIME CLOCK.
#
M-1.0
T
T
BDD
S
CAP
VD
M
FSD
SD
FD
SLOPE
RISE
12"X8"
D
12"Ø
SYMBOLS
WATER GAUGEWG
F DEGREES FAHRENHEIT
MIN.
NC NORMALLY CLOSED
MINIMUM
ID
THERMOSTAT TO BE REMOVED
HUMIDITY SENSOR/HUMIDISTAT
THERMOSTAT
NEW PIPING
LDB
MCC
MAX.
MBH
LWB
LVG.
LWT
(L)
LD
LAT
LBS
KW
IN.
EXISTING PIPING TO REMAIN
EXISTING DUCTWORK TO BE REMOVED
AIR OUTLETS TO BE REMOVED
EXISTING DUCTWORK TO REMAIN
EXISTING PIPING TO BE REMOVED
NEW DUCTWORK
GA.
HZ
HWS
HWR
HP
HR
GPM
FT.
FPM
FLR
FA
FC
FIN.
INSIDE DIAMETER
LEAVING AIR TEMPERATURE
THOUSAND BTU PER HOUR
LEAVING WATER TEMPERATURE
LEAVING DRY BULB TEMP
LEAVING WET BULB TEMP
MOTOR CONTROL CENTER
MAXIMUM
LEAVING
LINED DUCT
LINEAR DIFFUSER
POUNDS
INCH
KILOWATT
GAGE, GAUGE
HORSEPOWER
HERTZ
HOT WATER SUPPLY
HOT WATER RETURN
GALLONS PER HOUR
HOUR
FACE AREA
FAN COIL UNIT
FEET PER MINUTE
FEET
FLOOR
FINISH
WMS
WT.
WIRE MESH SCREEN
WEIGHT
SUPPLY DUCT RISER
(E)
FLEXIBLE DUCT CONNECTOR
MANUAL VOLUME DAMPER
RETURN REGISTER/GRILLE TO REMAIN
TRANSITION FROM RECT. TO ROUND
SQUARE SAD TO REMAIN
MANUAL SPLITTER
CAPPED END
MOTORIZED DAMPER
TURNING VANES
EL.
EXH.
EWT
EWB
ELEC.
ER
ENT.
EF
EER
EG
EDB
EAT
EA
COMBINATION FIRE/SMOKE DAMPER &
FIRE DAMPER & ACCESS DOOR
ACCESS DOOR
BACKDRAFT DAMPER
EXHAUST DUCT DROP
SMOKE DETECTOR
SUPPLY DUCT DROP
RETURN DUCT DROP
RETURN DUCT RISER
EXHAUST DUCT RISER
DIA.
DN
DWG
CPVC
DET.
CHWS
CL
CONN.
CONT.
CHWR
BTUH
CD
CFM
SR
EXISTING
ENTERING AIR TEMPERATURE
ENTERING DRY BULB TEMPERATURE
ENTERING WATER TEMPERATURE
ENTERING WET BULB TEMPERATURE
ENERGY EFFICIENCY RATIO
ELEVATION
ELECTRICAL
EXHAUST AIR REGISTER
EXHAUST
ENTERING
EXHAUST AIR
EXHAUST FAN
EXHAUST GRILLE
V
WB
WC
VAV
VEL
V.D.
TSTAT
TG
TYP.
TEMP.
STD
ST
BRITISH THERMAL UNITS PER HOUR
CUBIC FEET PER MINUTE
CHILLED WATER SUPPLY
DIAMETER
DOWN
DRAWING
CHLORINATED POLYVINYL CHLORIDE
DETAIL
CHILLED WATER RETURN
CONDENSATE DRAIN
CONTINUATION
CENTER LINE
CONNECTION
SP
SPEC.
SQ.
SD
SF
SHT.
RH
SA
RPM
RR
RF
R.A.
RG
ABBREVIATION
SYMBOLSDESCRIPTION
ACOUSTICALLY LINED DUCT
DUCT DROP IN DIRECTION OF AIR FLOW
DUCT RISE IN DIRECTION OF AIR FLOW
ROUND DUCT WITH SIZE (DIAMETER)
RECT DUCT WITH SIZE (W X H)
DIRECTION OF SLOPE
ARCH.
BEL.
BDD
BD
AD
AFF
ACCU
ACU
ABBR.
ABV.
DESCRIPTION
AIR COOLED CONDITIONING UNIT
ABOVE FINISHED FLOOR
BACKDRAFT DAMPER
BY-PASS DAMPER
ACCESS DOOR
ARCHITECTURAL
BELOW
AIR CONDITIONING UNIT
ABBREVIATIONS
ABOVE
OPER.
POD
PH
POC
OC
OA
OD
ABBREVIATION
NTS
NO
NO.
SYMBOLS
SUPPLY AIR REGISTER
VOLTS
WATER COLUMN
VOLUME DAMPER
VARIABLE AIR VOLUME
WET BULB
VELOCITY
TRANSFER AIR GRILLE
THERMOSTAT
TYPICAL
SOUND TRAP
TEMPERATURE
STANDARD
SUPPLY AIR FAN
SPECIFICATION
STATIC PRESSURE
SUPPLY AIR DIFFUSER
SQUARE
SHEET
RETURN AIR FAN
RETURN GRILLE
RETURN REGISTER
RELATIVE HUMIDITY
REVOLUTIONS PER MINUTE
SUPPLY AIR
RETURN AIR
OUTSIDE DIAMETER
POINT OF DISCONNECT
POINT OF CONNECTION
OPERATING
PHASE
OUTSIDE AIR
ON CENTER
NOT TO SCALE
NORMALLY OPEN
DESCRIPTION
NUMBER
HX HEAT EXCHANGER
U.O.N.UNLESS OTHERWISE NOTED
HS
DPS
ON/OFF SWITCH
DIFFERENTIAL PRESSURE SENSOR
S
EQUIPMENT CHILLED WATER SUPPLY
EQUIPMENT CHILLED WATER PUMP
ECWS
ECWP
EQUIPMENT CHILLED WATER RETURNECWR
DOWN THRU ROOFDTR
OBD OPPOSED BLADE DAMPER
FLOW SWITCHFS
PVC POLYVINYL CHLORIDE
REF REFRIGERANT
HOT WATER PUMPHWP
AIR SEPARATORAS.
B BOILER
FLA FULL LOAD AMPERES
EFF EFFICIENCY
EXTERNAL STATIC PRESSUREESP
SEER SEASONAL ENERGY EFF RATIO
PRESSURE DROPPD
MINIMUM CIRCUIT AMPERESMCA
BOTTOM OF DUCTBOD
LIQUID LINE
SUCTION LINE
LL
SL
SUPPLY AIR DUCTSAD
DENOTES RELOCATED ITEM
DENOTES NEW ITEM(N)
(R)
EXHAUST AIR DUCTEAD
FIRE DAMPER
FLEXIBLE CONNECTION
UC
DL
UNDERCUT DOOR
DOOR LOUVER
AUTOMATIC CONTROL DAMPER
MANUAL CONTROL DAMPER
W/ REMOTE OPERATOR
SYMBOLS
(PG) PRESS. GAGE & GAGE COCK
(TH) THERMOMETER
(FMD) FLOW MEASURING DEVICE
(FCV) FLOW CONTROL VALVE
(GC) GAS COCK
(CV) CHECK VALVE
(PRV) PRESSURE REDUCING VALVE
(TCV) 3-WAY TEMP. CONTROL VALVE
(PTTP) PRESS. TEMP. SENSING WELL
(THV) THROTLING VALVE
(SOV) SHUT OFF VALVE
REDUCER OR INCREASER
UNION OR FLANGE
PRIMARY HOT WATER RETURN
RISE, DROP IN PIPE
DESCRIPTION
(STR) STRAINER W/ SOV VALVE
(FV) FLOW VENTURI
(RV) RELIEF VALVE
(TPRV) TEMP. PRESS. RELIEF VALVE
(MAV) MANUAL AIR VENT
FIRE DAMPER
COMBINATION FIRE/SMOKE DAMPER
SMOKE DAMPER
FIRE DAMPER
c
c COOLING COIL. HEATING COIL.
ELECTRIC COIL.
FAN OR BLOWER
PNEUMATIC PIPING
IW
CW
CWS
CWR
CHS
CHR
HS
HR
PHS
PHR
FLOW DIRECTION
INDUSTRIAL WATER
COLD WATER
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
CHILLED WATER SUPPLY
CHILLED WATER RETURN
HOT WATER SUPPLY
HOT WATER RETURN
PRIMARY HOT WATER SUPPLY
(TCV) 2-WAY TEMP. CONTROL VALVE
& HOSE END & CAP
SD SMOKE DETECTOR
POINT OF DISCONNECT
POINT OF CONNECTION
DIAMETER
DESCRIPTIONSHEET NUMBER
FRP FIBERGLASS REINFORCED PLASTIC
SE SOLVENT EXHAUST
VAC VACUUM
(BV) BALL VALVE
C.D.COLD DECK
H.D.HOT DECK
CW CONDENSER WATER
TS TEMPERATURE SENSOR
(CS) CIRCUIT SETTER
FIRE SMOKE DAMPERFSD
FD FIRE DAMPER
MANBAR
12"Ø
12"X8"
D
R
SLOPE
MB MB
M
FSD
SD
FD
CEILING SUPPLY DIFFUSER (SD)
8"
8"
VAV BOX
SIZE
VAV BOX
VAV BOX WITH REHEAT COIL
ER/EG
(SIZE)(CFM)
(SIZE)(CFM)
SD
(SIZE)(CFM)
RR/RG/TG RETURN AIR REGISTER,GRILLE OR TRANSFER AIR
EXHAUST AIR REGISTER OR GRILLE
DUCT MOUNTED SMOKE DETECTORSD
DRAWING INDEX,
LEGEND, SYMBOLS &
ABBREVIATIONS
NITROGEN GAS OUTLET
ARGON GAS OUTLET
COMPRESSED AIR OUTLET
N2
ARG
CA
REFRIGERANT LIQUID PIPERL
REFRIGERANT SUCTION PIPERS
PUMPED CONDENSATE DRAINPCD
GRAVITY CONDENSATE DRAINCD
DRAWING INDEX, LEGEND, SYMBOLS AND ABBREVIATIONS
M-1.1 MECHANICAL GENERAL NOTES
M-1.2 MECHANICAL EQUIPMENT SCHEDULE
M-2.0
M-2.1
-
M-3.0 MECHANICAL ROOF PLAN
M-4.0 MECHANICAL DETAILS
M-4.1 MECHANICAL DETAILS
M-4.2 MECHANICAL DETAILS
M-4.3 MECHANICAL DETAILS
2022 CALIFORNIA BUILDING CODE (CBC) vol. I, vol. II, and vol. III w/ amendments
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CA GREEN BUILDING CODE
TITLE 24-2022 CALIFORNIA ENERGY EFFICIENCY STANDARD
1.PROJECT CONSIST OF THE FOLLOWING:
2.APPROXIMATELY 3,000 SF OF TENANT IMPROVEMENT INTO SURGICAL CENTER
INSIDE AN EXISTING SHELL AREA.
FD
DATE DESCRIPTION
REVISIONS
STAMP
A
R
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H
I
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-
P
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A
N
N
I
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-
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I
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
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0
4
-
5
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9
3
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1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
M-1.0
M-1.3 MECHANICAL EQUIPMENT SCHEDULE
M-1.4 MECHANICAL AIR BALANCE TABLE
MECHANICAL FLOOR PLAN
MECHANICAL PIPING FLOOR PLAN
MVD MOTORIZED VOLUME DAMPER M-5.0 MECHANICAL TITLE 24
M-5.1
M-5.2
MECHANICAL TITLE 24
MECHANICAL TITLE 24
MECHANICAL GENERAL NOTES
FIELD VERIFICATION
ENERGY CODE MANDATORY MEASURES CALIFORNIA GREEN BUILDING STANDARDS CODE
ENERGY CODE ADMINISTRATIVE REQUIREMENTS
AIR CONDITIONING SYSTEM COMPLIANCE
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
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P
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A
N
N
I
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
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3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
MECHANICAL GENERAL
NOTES
M-1.1
MARK MANUFACTURER
MODEL TONNAGE SEER EER SUPPLY
CFM
TOTAL
ESP
in H20
COOLING
CAPACITY
BTUH
OUTPUT
@ 47° AMB. TEMP.
BTUH
ELECTRICAL
VOLTS PHASE HZ MCA MOCPCOP
FILTER
OUTSIDE
AIR
CFM
REMARKS
HEATING CAPACITY
ROOF TOP PACKAGED HEAT PUMP UNIT SCHEDULE
RTU
1
RTU
2
SUPPLY
FAN
BHP NO.SIZEEFF.
UNIT
OPERATING WEIGHT
WITH ISO CURB
LBS.
SYMBOL SA FAN
HP
0.1-1.01,100
EXT.
S.P.CFM
1/2 30,000 180
REMARKS
-FC
1
SPLIT HEAT PUMP FAN COIL UNIT SCHEDULE
MANUFACTURER
& MODEL NO.
SAMSUNG
SERVING AREA
WAITING ROOM
OSA
CFM
200
COOLING CAPACITY (BTUH)
TOTAL SENS.
20,000 34,000
NOMINAL HEATING
CAPACITY (BTUH)
ELECTRICAL
VOLTAGE MCA/MOCP
MCA 2.08
MICROMETL FILTER BOX
NO.EFF.SIZE
1 MERV-13 20"X20"X2"
OPER. WT.
W/FILTER
BOX(LBS)
<1>FC
2
SUPPORT AND
ANCILLARY
ROOMS
TYPE
INDOOR
HORIZONTAL
MULTIPOSITION
FC
3
UPS ROOM
SYMBOL
38,000 220
REMARKS
-ACC
1
SPLIT HEAT PUMP AIR COOLED CONDENSING UNIT SCHEDULE
MANUFACTURER
& MODEL NO.SERVING AREA
FC-1
WAITING ROOM
COOLING CAPACITY (BTUH)
TOTAL SENS.
-42,000 @47°F
NOMINAL HEATING
CAPACITY (BTUH)
ELECTRICAL
VOLTAGE
208-230V /
MCA/MOCP
23/40
OPER. WT.
(LBS)
48,000
-ACC
2
FC-2,
SUPPORT &
ANCILLARY ROOMS -
TYPE
VARIABLE
SPEED
COMPRESSOR
-ACC
3
HSPF SEER EER
9.5 17.2 11.2
25054,000 @47°F 29/5010.4 17.2 10.2
VARIABLE
SPEED
COMPRESSOR
COP
-
-
VARIABLE
SPEED
COMPRESSOR
DUCT SEALANT; SHALL BE PREMIUM WATER BASE HIGH VELOCITY DUCT SEALANT
PROSEAL BY DUCTMATE. SEALANT MEET ALL REQUIREMENTS OF NFPA 90A, 90B,
UL723 & ASTM E 84.
DATE DESCRIPTION
REVISIONS
STAMP
A
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N
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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8
0
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5
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9
3
T
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3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
MECHANICAL
EQUIPMENT SCHEDULE
M-1.2
SYMBOL
12.0 LB/HR 115
REMARKS
-H
1
HUMIDIFIER UNIT SCHEDULE
MANUFACTURER
& MODEL NO.
NEPTRONIC
SKE4-N04M
SERVING AREA
OPERATING &
ENDOSCOPY
ROOMS
HUMIDIFIER
CAPACITY
ELECTRICAL
VOLTAGE
240V/1PH
AMPS
17.0
OPER. WT.
W/ FULL
WATER LBS.
H
2
TYPE
ELECTRIC
DRY STEAM 4.0 KW
SERVING UNIT
RTU-1
RTU-2
PRE/POST O.P
HOLDING &
NURSE STATION
POWER
12.0 LB/HR 115
-NEPTRONIC
SKE4-N04M 240V/1PH 17.0ELECTRIC
DRY STEAM 4.0 KW
WITH FULLY INSULATED DOUBLE WALL FILTER FRAME/HOUSING FOR OUTDOOR
INSTALLATION.
WITH DWYER MODEL #2002 MAGNAHELIC GAUGE [REDLINE PER PRESSURE CHANGE
(DIRTY)] WITH WEATHERPROOF HOUSING FOR OUTDOOR USE. GAUGE TO BE MOUNTED ON
TOP OF FILTER HOUSING WITH FILTER TRAY
DU4V-ES-2424-MV14
DURAFIL ES2
SYMBOL
1.0
REMARKS
F
1
HIGH EFFICIENCY FILTER SCHEDULE
MANUFACTURER
& MODEL NO.
0.29
F
2
QUANTITYSERVING UNIT
RTU-1
FILTER MODEL
NUMBER
INSTALLED
WEIGHT (LBS.)
SAMSUNG INDOOR
HORIZONTAL
MULTIPOSITION 0.1-1.01,200 3/4 725 2701MERV-13 24"X20"X2"48,000 30,700
SAMSUNG
AM036TXMDCH/AA
SAMSUNG
AM048TXMDCH/AA
AM030TNZDCH/AA
AM048TNZDCH/AA
RTU-2
CAMFIL
FARR
SIZE
24" x 24" x 12"1
FRAME MODEL
NUMBER
GLIDE PACK
GP UT25I
1Hx1W
EFFICIENCY
MERV-14
90-95%
PRESSURE DROP in H2O
INITIAL FINAL
150
FLOW CAPACITY
CFM
1,900
DU4V-ES-2424-MV14
DURAFIL ES2 1.00.29
CAMFIL
FARR 24" x 24" x 12"1
GLIDE PACK
GP UT25I
1Hx1W
MERV-14
90-95%
SUPPLEMENT
ELECT. HEAT
NONE
10.5 KW
MCA 2.6
PLUS
60 MOCP
<1>
<1> PROVIDE WITH FACTORY FURNISHED 10 KW HEATER KIT.
54,000
150
SAMSUNG
AC018BNADCH/AA
INDOOR
HIGH WALL PROVIDE WITH MATCHING WASHABLE
FILTER-600 27 WATTS -30---18,000 NONEN/A22,000 -
FC-3,
UPS ROOM SAMSUNG
AC018BXADCH/AA 22,000 --12012.7 RLA-20.1 12 -
F
3 SF-1 DU4V-ES-2424-MV14
DURAFIL ES2 1.00.29
CAMFIL
FARR 24" x 24" x 12"1
GLIDE PACK
GP UT25I
1Hx1W
MERV-14
90-95% 150
1,800
1,900
1PH
208-230V /
1PH
208-230V /
1PH
208-230V /
1PH
208-230V /
1PH
208-230V /
1PH
1
1
1
1
DIFFUSER
SUPPLY AIR
LOCATIONITEM
S1-CFM
TYPE FRAME
T-BAR
NECK (IN)
12x12
12x12
8x8
16x16
6x6
DAMPERS
YES
MAX. CFM
500
200
400
600
100
REMARKS
AIR DISTRIBUTION SCHEDULE
SIZE
REGISTER
RETURN OR
EXHAUST AIR
12"Ø
10"Ø
8"Ø
-
6"Ø "TITUS" SERIES MCD, BORDER TYPE 3, 4-WAY
ADJUSTABLE CORE W/MATCHING INSULATED
SQUARE TO ROUND ADAPTER W/OBD. (NO
PERFORATED FACE IS ALLOWED)
SYMBOL
ITEM DESCRIPTION
MISCELLANEOUS EQUIPMENT SCHEDULE
SURFACE MOUNTED WITH
4-WAY ADJUSTABLE CORE
24X24 LAY-ON T-BAR
BORDER-3
NO 0-900
LOUVER (1) 42"X18":
GREENHECK MODEL ESD-435 HEAVY GAUGE EXTRUDED ALUMINUM , 4" DEEP, 37.5° INVERTED BLADES WITH MIN. 2.28 SF FREE AREA WITH
STAINLESS STEEL SCREEN . LOUVERS SHALL BE PAINTED PER ARCHITECTS INSTRUCTION TO MATCH THE ADJACENT WALL COLOR.
R1-CFM 20x20
LV
1
SD PROVIDE INNOVAIRFLEX DUCT MOUNTED SMOKE DETECTOR BY SYSTEM SENSOR IN THE DISCHARGE OF RTU-1, RTU-2, FC-1 & FC-2 . INTERLOCK DETECTOR TO
ASSOCIATED UNIT TO SHUT DOWN THE FAN UPON SMOKE DETECTION & SEND AN ALARM SIGNAL TO THE BUILDING FIRE ALARM PANEL.
DUCT MOUNTED SMOKE DETECTOR:
"TITUS" SERIES PAR WITH INSULATED SQUARE TO ROUND
ADAPTOR.
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
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N
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-
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
MECHANICAL
EQUIPMENT SCHEDULE
M-1.3
SYMBOL REMARKS
EF
1
EXHAUST FAN SCHEDULE
MANUFACTURER
& MODEL NO.
ELECTRICAL
VOLTAGE AMPS
OPER. WT.
LBS. <1>
EF
2
FAN TYPESERVING UNIT
OR AREA
RTU-1
POWER
AIR FLOW
CFM
DESIGN
ESP
in H20
FAN HP FAN RPM
INTERLOCK
WITH FAN
SECTION OF
EF
3
EF
4
EF
5
MEDICAL GAS
ROOM
GREENHECK
SP-A200
EF
6
VACUUM
ROOM
DIRECT DRIVE
CEILING
120 0.5 40 WATTS-843 115V/1PH 0.6 MCA 25 RUN ALL
THE TIME
PROVIDE WITH ALUMINUM GRILLE, INTERNAL SPEED CONTROL, MODEL MS-16 WALL
SWITCH WITH LOCKABLE COVER , HANGING VIBRATIONS ISOLATOR KIT AND WC-8x8
HOODED WALL CAP.
GREENHECK
AER-20-03-0620-VG DIRECT DRIVE
WALL MOUNT
1600 0.38 -1/2 1,061 115V/1PH 8.2 MCA 125 WALL
THERMOSTAT
WALL MOUNTED PROPELLER DIRECT DRIVE VARI-GREEN FAN. PROVIDE WITH MATCHING
WALL HOUSING AND STAINLESS STEEL SCREEN GUARD .
RTU-2 GREENHECK
G-095-VG 300 0.61 -1/6 1,469 115V/1PH 3.5 MCA 50 RTU-2
FC-1 GREENHECK
G-0080-VG 200 0.6 -1/10 1,588 115V/1PH 1.9 MCA 50 FC-1
FC-2 GREENHECK
G-0080-VG 725 1.03 -1/4 1,696 115V/1PH 7.2 MCA 70 FC-2
<1> WEIGHT SHOWN DOES NOT INCLUDE SOUND ROOF CURB. ROOF CURB APPROX.=50 LBS TO 70 LBS.LBS.
E1-CFM
SURFACE MOUNTED 24X24
LAY-ON T-BAR & SURFACE
MOUNTED W/MATCHING
SQUARE TO ROUND
ADAPTER
(PERFORATED FACE)
DIFFUSER
SUPPLY AIRS2-CFM YES "TITUS" SERIES PAS, 4-WAY ADJUSTABLE CORE
W/MATCHING INSULATED SQUARE TO ROUND
ADAPTER W/OBD.
SURFACE MOUNTED WITH
4-WAY ADJUSTABLE CORE
0-150
T-BAR
AND
SURFACE
MOUNT
NOR2-CFM "TITUS" SERIES PAR WITH INSULATED SQUARE TO ROUND
ADAPTOR.E2-CFM
SURFACE
MOUNT
RETURN OR
EXHAUST AIR
REGISTER
SURFACE MOUNTED 12X12
W/MATCHING SQUARE TO
ROUND ADAPTER
(PERFORATED FACE)
10x10
6x6
340
150
10"Ø
6"Ø
"TITUS" AREOBLADE RETURN AIR GRILLE 45° DEFLECTION
3
4" STEEL SPACING SERIES 23 RS. WITH BLADES PARALLEL
TO SHORT DIMENSION.
GREENHECK
G-095-VG DIRECT DRIVE
ROOF
350 0.8 -1/6 1,713 115V/1PH 3.5 MCA 50 RTU-1
SURFACE
MOUNT
10"Ø
8"Ø
6"Ø
FACE
24X24
24X24
12X12
16X16 250
320
12X12
16X16
R3-CFM SURFACE
MOUNT
RETURN AIR
REGISTER
SURFACE DUCT MOUNTED YES 55014X1814X18
L1-CFM YES 1-SLOT WIDTH, 8" INLET.4 FT LINEAR DIFFUSER
TITUS MODEL FL-10
48" LENGHTSURGERY
ROOM SUPPLY
AIR DIFFUSER
-150 to 230SURFACE
MOUNT
LOUVER (1) 24"X24":
GREENHECK MODEL ESD-435 HEAVY GAUGE EXTRUDED ALUMINUM , 4" DEEP, 37.5° INVERTED BLADES WITH MIN. 1.81 SF FREE AREA &
STAINLESS STEER SCREEN . LOUVERS SHALL BE PAINTED PER ARCHITECTS INSTRUCTION TO MATCH THE ADJACENT WALL COLOR.
LV
2
DIRECT DRIVE
ROOF
DIRECT DRIVE
ROOF
DIRECT DRIVE
ROOF
SYMBOL REMARKS
SF
1
SUPPLY FAN SCHEDULE
MANUFACTURER
& MODEL NO.
ELECTRICAL
VOLTAGE AMPS
OPER. WT.
LBS. <1>FAN TYPESERVING UNIT
OR AREA
RTU-1
POWER
AIR FLOW
CFM
DESIGN
ESP
in H20
FAN HP FAN RPM
INTERLOCK
WITH FAN
SECTION OF
GREENHECK
SQ-140-VG DIRECT DRIVE
CEILING
1,900 1.0 -3/4 1,496 115V/1PH 11 MCA 97 RTU-1
<1> WEIGHT SHOWN DOES NOT INCLUDE SOUND ROOF CURB. ROOF CURB APPROX.=50 LBS TO 70 LBS.LBS.
EF
7
GREENHECK
CUE-140-VG DIRECT DRIVE
ROOF
1,900 0.75 -3/4 1,374 115V/1PH 11 MCA 70RTU-1 RTU-1
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
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-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
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S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
2022 CALIFORNIA MECHANICAL CODE TABLE 4-A PRESSURE RELATIONSHIP AND VENTILATION REQUIREMENTS
ROOM
NUMBER
ROOM NAME HVAC
EQUIPMENT
ROOM VOLUME CONDITION AIR NOT 100% OSA TRANSFER AIR AIR BALNCE REMARKS
ROOM
AREA S.F.
CEILING
HEIGHT FEET
ROOM
VOLUME
CUF
MIN. OSA ACH
REQUIRED (PER
TABLE 4-A)
PROVIDED
MIN. OSA
MIN. TOTAL ACH
REQUIRED (PER
TABLE 4-A)
PROVIDED
SUPPLY AIR
DESIGN
MIN. EXHAUST AIR
REQUIRED ACH (PER
TABLE 4-A)
PROVIDED
EXHAUST
AIR
PROVIDED
RETURN
AIR
TRANSFER
IN
TRANSFER
OUT
AIR BALNCE
RELATIONSHIP
TO ADJACENT
AREA (PER
TABLE 4-A)
#ACH CFM CFM #ACH CFM CFM #ACH CFM CFM CFM CFM CFM
100-100A ENTRY-WAITING
ROOM
SPLIT HEAT
PUMP-1
315 9 2835 2 95 150 10 473 800 __50 675 50 100 NEGATIVE
101 RECEPTION SPLIT HEAT
PUMP-1
95 9 855 2 29 30 6 86 225 __0 225 0 0 EQUAL
114 PATIENT RESROOM SPLIT HEAT
PUMP-1
70 9 630 NR NR 20 10 105 75 100%105 150 0 150 0 NEGATIVE
200 1100 200 900 __
103-104 PRE_POST HOLDING
NURSE STATION
RTU-2 855 9 7695 2 257 260 6 770 1700 __100 1500 0 100 EQUAL
102 RESTROOM
CHANGING
RTU-2 70 9 630 NR NR 40 10 105 100 100%105 200 0 100 _NEGATIVE
300 1800 300 1500
105 OPERATING ROOM RTU-1 355 9.5 3373 4 225 225 20 1124 1200 __0 1050 0 150 POSITIVE
106 SEMI RESTRICTED
HALL WAY
RTU-1 130 9 1170 2 39 50 4 78 100 __350 0 250 0 EQUAL
107 ENDOSCOPY
PROCEDURE
RTU-1 240 9.5 2280 2 76 75 6 228 600 __0 500 0 100 POSITIVE
350 1900 350 1550 __
108 STAFF CHANGING
ROOM
SPLIT HEAT
PUMP-2
75 9 675 2 23 100 10 113 125 100%175 0 50 0 NEGATIVE
109 STAFF RESTROOM SPLIT HEAT
PUMP-2
65 9 585 NR NR 50 10 98 75 100%125 0 50 0 NEGATIVE
110 OFFICE SPLIT HEAT
PUMP-2
75 9 675 2 23 50 6 68 175 __0 175 0 0 EQUAL
111 STERILE SUPPLY SPLIT HEAT
PUMP-2
50 9 450 2 15 50 4 30 100 0 50 0 50 TO
HALLWAY
POSITIVE
112 DECONTAMINATION
ROOM
SPLIT HEAT
PUMP-2
115 9 1035 2 35 50 6 104 200 100%250 0 50 0 NEGATIVE
113 SOILED ROOM SPLIT HEAT
PUMP-2
50 9 450 2 15 50 10 75 75 100%125 0 50 0 NEGATIVE
115 EVS SPLIT HEAT
PUMP-2
25 9 225 NR NR 50 10 38 0 100%50 0 50 0 NEGATIVE
116 BREAK ROOM SPLIT HEAT
PUMP-2
100 9 900 2 30 125 6 90 250 __0 250 0 0 EQUAL
117 HALLWAY SPLIT HEAT
PUMP-2
180 9 1620 NR NR 200 2 54 200 0 0 50 EQUAL
725 1200 725 475
MECHANICAL AIR
BALANCE TABLE
M-1.4
SCRUBS
1
2
3
4
BIO
HZD
STOR
DN.
U
P
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
DICTATION
DESK
WH
SCRUBS
1
2
3
4
BIO
HZD
STOR
DN.
U
P
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
DICTATION
DESK
WH
S1-425
S1-425
S1-425
S1-425
S2-100
E2-200
S1-225
E2-150
S2-75
R1-225
S1-400 S1-400
R1-675
E1-50
S2-100
S2-75
R2-50
E2-125
E1-175
S1-175
S1-250
S1-120
R1-250
R1-175
S1-200
E2-50
S2-200
E2-250
E2-125
S2-75
S1-100
8"
x
8
"
E
X
14
"
X
3
6
"
L
O
U
V
E
R
150CFM
fil
t
e
r
E1-100
filter
R1-750
R1-750
R3-525
R3-525
100A
WAITING RM.
101
RECEPTION
102
CHANGING
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
90A
MED GAS90B
VACUUM
90
UPS
110
OFFICE
100
ENTRY
117
HALLWAY
SD
SD
E1-350
R1-500
FU
L
L
D
O
O
R
L
O
U
V
E
R
FU
L
L
D
O
O
R
L
O
U
V
E
R
MVD
MV
D
E1-600
E1-1200
L1-150 L1-150
L1-150
L1-150
L1-150 L1-150
L1-150
L1-150
L1-150
L1-150
L1-150
L1-150
SD
SD
N
MECHANICAL FLOOR PLAN SCALE
1/4"=1'-0"1
KEY NOTESGENERAL NOTES
MECHANICAL FLOOR
PLAN-NEW
M-2.0
1. OUTSIDE AIR INTAKES SHALL BE LOCATED AT LEAST 25' - 0" FROM
EXHAUST OUTLETS OF VENTILATING SYSTEM, COMBUSTION EQUIPMENT
STACKS, PLUMBING VENTS, AND 1' - 6" ABOVE THE ROOF LEVEL.
2. ALL ROOF MOUNTED EQUIPMENT SHALL BE LABELED AS TO THE SPACE
IT SERVES.
3. PROVIDE VIBRATION ISOLATOR ROOF CURB FOR ROOFTOP UNITS RTU-1
& RTU-2) . FOR INFO SEE DETAILS ON SHEET M-4.3.
4. PROVIDE SOUND ATTENUATING CURB FOR ALL EXHAUST FAN UNITS.
5. PROVIDE FLAT ROOF CURB FOR ALL EQUIPMENT.
6. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL UNITS. REFER DETAILS
7. ALL EXPOSED DUCTWORK TO BE PRE-FABRICATED DOUBLE WALL WITH
R-8 INSULATION IN BETWEEN. REFER DETAILS ON SHEET M4.3.
8. PROVIDE DOUBLE THICKNESS TURNING VANES ON ALL 90 DEGREE
CHANGE IN DUCT DIRECTION.
9. FILTER BANKS TO BE FULLY INSULATED AND HAVE TWO (2) ACCESS
DOORS. PROVIDE CLEARANCE ON BOTH ACCESS DOORS FOR
MAINTENANCE AND FILTER REPLACEMENTS.
10. FOR ALL ROOF PENETRATIONS, REFER ARCHITECTURAL AND
STRUCTURAL DRAWINGS.
11. ALL DUCT SIZES SHOWN ARE CLEAR INTERNAL DIMENSION. (NOT
INCLUDING INSULATIONS)
12. DUCT LINERS ARE NOT ALLOWED IN ALL DUCTWORK.
13. CONTRACTOR TO PROVIDE ALL REQUIRED DUCT TRANSITIONS, FITTINGS
AND CONNECTIONS FOR A PROPER AND COMPLETE WORKING SYSTEM.
14. PROVIDE AND INSTALL ALL EQUIPMENT PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND RECOMMENDED CLEARANCES.
MAINTAIN CLEARANCES TO ELECTRICAL AND SERVICE PANELS FOR
MAINTENANCE.
15. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE
NECESSARY ADJUSTMENT TO AVOID CONFLICT WITH OTHER EXISTING
EQUIPMENT AND ENSURE CODE COMPLIANCE.
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
1
1 26"X12" RA DUCT FROM RTU-2 DOWN TRANSITION TO 26"X18" BELOW ROOF IN THE CEILING SPACE,
FIELD VERIFY SIZE, LOCATION & ALL CONDITIONS.
2
2 24"X16" SA DUCT FROM RTU-2 DOWN TRANSITION TO 24"X24" BELOW ROOF IN THE CEILING SPACE,
FIELD VERIFY SIZE, LOCATION & ALL CONDITIONS.
4
3 26"X12" RA DUCT FROM RTU-1 DOWN & ELBOW W/ TURNING VANES & RUN AS SHOWN, FIELD VERIFY
SIZE, LOCATION & ALL CONDITIONS.
3
4 24"X16" SA DUCT FROM RTU-1 DOWN & ELBOW W/TURNING VANES & RUN AS SHOWN, FIELD VERIFY
SIZE, LOCATION & ALL CONDITIONS.
FC
15
LV
16
FC
25
42"Wx18"Hx24"D
OSA PLENUM
5 FAN COILS FC-1 & FC-2 HANG FROM STRUCTURAL RAFTERS FOR HANGING AND ANCHORAGE SEE
STRUCTURAL PLANS & FOR DETAILS SEE 3/M-4.1.
6 LV-1: 42'X18" OUTSIDE AIR LOUVER .
CONSTRUCTION NOTES:
1. MECHANICAL, PLUMBING AND ELECTRICAL SUBCONTRACTORS ARE
REQUIRED TO COORDINATE WITH EACH OTHER AND TO REFER TO ALL
SHEETS IN THE SET FOR CONSTRUCTION CONDITIONS, NOT JUST THE
DRAWINGS PERTAINING TO THEIR DISCIPLINE.
2. FINAL LOCATION OF ALL SURFACE FEATURES ARE TO BE VERIFIED WITH
ARCHITECTURAL DRAWINGS AND/OR ARCHITECT PRIOR TO INSTALLATION.
COORDINATION NOTES:
1. SITE INSPECTION: GC/CONTRACTOR SHALL VISIT THE WORK SITE PRIOR
TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF
WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF
WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR
FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN
CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS
FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY
MAKE THE EXAMINATION.
2. GC SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL
NECESSARY PERMITS.
3. COORDINATE ALL WORK WITH OTHER TRADES.
7 FAN COIL FIELD FABRICATED FULLY INSULATED MIX. AIR PLENUM FOR INFO. SEE DET. 3/M-4.1.
7
7
8 NOT USE.
9 16"x8" RA DUCT DOWN INSIDE ENCLOSURE TO APPROXIMATELY 3" ABOVE FINISH FLOOR AND INSTALL
14"X18" RA GRILLE AT 6" ABOVE FINISH FLOOR, FOR INFO. SEE DET. 6/M-4.3.
9
9
T
RTU-2
RTU-1
T FC-1
T
FC-2
T
FC-3
HS T
HS
10
11
CONTRACTOR SHALL PROVIDE REMOTE MANUAL CONTROL DAMPER FOR ALL
VOLUME DAMPERS LOCATED ABOVE HARD CEILING AS SHOWN ON DET. 3/M-4.2.
12
FAN COIL FC-3 HIGH WALL MOUNTED UNIT: PROVIDE WITH FACTORY BACK WALL BRACKET KIT. FOR
ATTACHMENT AND ANCHORAGE SEE STRUCTURAL/ARCHITECTURAL PLANS .
T
EF-6
LV
211
13
SET FOR 90F
14
15
10"x10" EXHAUST AIR DUCT TRANSITION TO FAN INLET AND UP THRU ROOF FOR INFO SEE DET. 9/M-4.0.
16
HANG NEW EXHAUST FAN FROM STRUCTURAL ELEMENT ABOVE & RUN EXHAUST DUCT THRU EXTERIOR
WALL AS SHOWN & PROVIDE WALL CAP, FOR INFO SEE DET. 2/M-4.0.
17
HANG NEW EXHAUST FAN (EF-6) FROM STRUCTURAL ELEMENT ABOVE, MOUNT AS HIGH AS POSSIBEL,
FOR INFO SEE DET. 7/M-4.3. PROVIDE WITH MATCHING ADJUSTABLE WALL MOUNTED THERMOSTAT
AND SET FOR 90F.
EF
615
EF
514
17
13
13
12
18"x18" EXHAUST AIR DUCT TRANSITION TO FAN INLET AND UP THRU ROOF FOR INFO SEE DET. 9/M-4.0.
16
18"x18" SUPPLY AIR DUCT UP THRU ROOF.
MOTORIZED DAMPER (N.C.) TO BE ON EMERGENCY POWER.
MOTORIZED DAMPER (N.O.) TO BE ON EMERGENCY POWER.
INSTALL SMOKE DETECTOR ON THE SUPPLY DUCT FOR AUTOMATIC SYSTEM SHUT-DOWN. DUCT
SMOKE DETECTOR SHALL BE APPROVED AND LISTED BY CALIFORNIA STATE FIRE MARSHAL AND
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
PROVIDE 30"X30" ACCESS PANEL.
17
SF
1
F
3
LV-2: 24'X24" EXHAUST AIR LOUVER .
12"x12" EXHAUST AIR DUCT TRANSITION TO FAN INLET AND UP THRU ROOF FOR INFO SEE DET. 9/M-4.0.
FC
3 10
18
19
18
19
20
20
20
20
20
1
1
1
1
1
1
1
1
1
1
1
21
21
2
2
FEC
DN.
UP
EP
WH
FEC
fil
t
e
r
filter
100A
WAITING RM.
101
RECEPTION
102
CHANGING
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
90A
MED GAS90B
VACUUM
90
UPS
110
OFFICE
100
ENTRY
117
HALLWAY
N
MECHANICAL PIPING FLOOR PLAN SCALE
1/4"=1'-0"1
KEY NOTESGENERAL NOTES
MECHANICAL PIPING
FLOOR PLAN-NEW
M-2.1
1. OUTSIDE AIR INTAKES SHALL BE LOCATED AT LEAST 25' - 0" FROM
EXHAUST OUTLETS OF VENTILATING SYSTEM, COMBUSTION EQUIPMENT
STACKS, PLUMBING VENTS, AND 1' - 6" ABOVE THE ROOF LEVEL.
2. ALL ROOF MOUNTED EQUIPMENT SHALL BE LABELED AS TO THE SPACE
IT SERVES.
3. PROVIDE VIBRATION ISOLATOR ROOF CURB FOR ROOFTOP UNITS RTU-1
& RTU-2) . FOR INFO SEE DETAILS ON SHEET M-4.3.
4. PROVIDE SOUND ATTENUATING CURB FOR ALL EXHAUST FAN UNITS.
5. PROVIDE FLAT ROOF CURB FOR ALL EQUIPMENT.
6. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL UNITS. REFER DETAILS
7. ALL EXPOSED DUCTWORK TO BE PRE-FABRICATED DOUBLE WALL WITH
R-8 INSULATION IN BETWEEN. REFER DETAILS ON SHEET M4.3.
8. PROVIDE DOUBLE THICKNESS TURNING VANES ON ALL 90 DEGREE
CHANGE IN DUCT DIRECTION.
9. FILTER BANKS TO BE FULLY INSULATED AND HAVE TWO (2) ACCESS
DOORS. PROVIDE CLEARANCE ON BOTH ACCESS DOORS FOR
MAINTENANCE AND FILTER REPLACEMENTS.
10. FOR ALL ROOF PENETRATIONS, REFER ARCHITECTURAL AND
STRUCTURAL DRAWINGS.
11. ALL DUCT SIZES SHOWN ARE CLEAR INTERNAL DIMENSION. (NOT
INCLUDING INSULATIONS)
FC
35
12. DUCT LINERS ARE NOT ALLOWED IN ALL DUCTWORK.
13. CONTRACTOR TO PROVIDE ALL REQUIRED DUCT TRANSITIONS, FITTINGS
AND CONNECTIONS FOR A PROPER AND COMPLETE WORKING SYSTEM.
14. PROVIDE AND INSTALL ALL EQUIPMENT PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND RECOMMENDED CLEARANCES.
MAINTAIN CLEARANCES TO ELECTRICAL AND SERVICE PANELS FOR
MAINTENANCE.
15. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE
NECESSARY ADJUSTMENT TO AVOID CONFLICT WITH OTHER EXISTING
EQUIPMENT AND ENSURE CODE COMPLIANCE.
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
FC
11
FC
2 1
CONSTRUCTION NOTES:
1. MECHANICAL, PLUMBING AND ELECTRICAL SUBCONTRACTORS ARE
REQUIRED TO COORDINATE WITH EACH OTHER AND TO REFER TO ALL
SHEETS IN THE SET FOR CONSTRUCTION CONDITIONS, NOT JUST THE
DRAWINGS PERTAINING TO THEIR DISCIPLINE.
2. FINAL LOCATION OF ALL SURFACE FEATURES ARE TO BE VERIFIED WITH
ARCHITECTURAL DRAWINGS AND/OR ARCHITECT PRIOR TO INSTALLATION.
COORDINATION NOTES:
1. SITE INSPECTION: GC/CONTRACTOR SHALL VISIT THE WORK SITE PRIOR
TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF
WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF
WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR
FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN
CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS
FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY
MAKE THE EXAMINATION.
2. GC SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL
NECESSARY PERMITS.
3. COORDINATE ALL WORK WITH OTHER TRADES.
4
4
2
3
3
2
1 FAN COILS FC-1 & FC-2 HANG FROM STRUCTURAL RAFTERS FOR HANGING AND ANCHORAGE SEE
STRUCTURAL PLANS & FOR DETAILS SEE 3/M-4.1.
2 REFRIGERANT (R410A) LIQUID & GAS PIPE RUN BETWEEN THE FAN COIL & OUTDOOR CONDENSING UNIT
PER MANUFACTURER INSTRUCTIONS FOR INFO. SEE DET. 2/M-4.1.
3 PUMPED PRIMARY CONDENSATE DRAIN PIPE (COPPER PIPE WITH INSULATION) RUN TO AN APPROVED
PLUMBING RECEPTACLE FOR CONTINUATION SEE PLUMBING PLANS.
4 REFRIGERANT (R410A) LIQUID & GAS PIPES UP THRU ROOF TO ASSOCIATED OUTDOOR CONDENSING
UNIT. FOR PIPE PENETRATION THRU ROOF SEE DET. 1/M-4.0 & ARCHITECTURAL PLANS.
CONTRACTOR SHALL PROVIDE REMOTE MANUAL CONTROL DAMPER FOR ALL
VOLUME DAMPERS LOCATED ABOVE HARD CEILING AS SHOWN ON DET. 3/M-4.2.
4
2
3
5 FAN COIL FC-3 HIGH WALL MOUNTED UNIT: PROVIDE WITH FACTORY BACK WALL BRACKET KIT. FOR
ATTACHMENT AND ANCHORAGE SEE STRUCTURAL/ARCHITECTURAL PLANS.
EF-4
EF-3
HE
P
A
FI
L
T
E
R
RT
U
-
2
YO
R
K
EF-1
24x16
24x24
EF-2
ACC-2
ACC-3
RT
U
-
1
YO
R
K
24x16
24x24
HE
P
A
FIL
T
E
R
HUMIDIFIER
HUMIDIFIER
ACC-1
10'-0"
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
MECHANICAL
ROOF PLAN
N
ROOF PLAN SCALE
1/4"=1'-0"1
KEY NOTESGENERAL NOTES
EF
45
EF
15
RTU
22
RTU
1 2
F
23
F
1 3
ACC
16 ACC
2 6
EF
3 5
EF
2 5
CONSTRUCTION NOTES:
1. OUTSIDE AIR INTAKES SHALL BE LOCATED AT LEAST 25' - 0" FROM
EXHAUST OUTLETS OF VENTILATING SYSTEM, COMBUSTION EQUIPMENT
STACKS, PLUMBING VENTS, AND 1' - 6" ABOVE THE ROOF LEVEL.
2. ALL ROOF MOUNTED EQUIPMENT SHALL BE LABELED AS TO THE SPACE
IT SERVES.
3. PROVIDE VIBRATION ISOLATOR ROOF CURB FOR ROOFTOP UNITS RTU-1
& RTU-2) . FOR INFO SEE DETAILS ON SHEET M-4.3.
4. PROVIDE SOUND ATTENUATING CURB FOR ALL EXHAUST FAN UNITS.
5. PROVIDE FLAT ROOF CURB FOR ALL EQUIPMENT.
6. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL UNITS. REFER DETAILS
7. ALL EXPOSED DUCTWORK TO BE PRE-FABRICATED DOUBLE WALL WITH
R-8 INSULATION IN BETWEEN. REFER DETAILS ON SHEET M-4.3.
8. PROVIDE DOUBLE THICKNESS TURNING VANES ON ALL 90 DEGREE
CHANGE IN DUCT DIRECTION.
9. FILTER BANKS TO BE FULLY INSULATED AND HAVE TWO (2) ACCESS
DOORS. PROVIDE CLEARANCE ON BOTH ACCESS DOORS FOR
MAINTENANCE AND FILTER REPLACEMENTS.
10. FOR ALL ROOF PENETRATIONS, REFER ARCHITECTURAL AND
STRUCTURAL DRAWINGS.
11. ALL DUCT SIZES SHOWN ARE CLEAR INTERNAL DIMENSION. (NOT
INCLUDING INSULATIONS)
12. DUCT LINERS ARE NOT ALLOWED IN ALL DUCTWORK.
13. CONTRACTOR TO PROVIDE ALL REQUIRED DUCT TRANSITIONS, FITTINGS
AND CONNECTIONS FOR A PROPER AND COMPLETE WORKING SYSTEM.
14. PROVIDE AND INSTALL ALL EQUIPMENT PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND RECOMMENDED CLEARANCES.
MAINTAIN CLEARANCES TO ELECTRICAL AND SERVICE PANELS FOR
MAINTENANCE.
15. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE
NECESSARY ADJUSTMENT TO AVOID CONFLICT WITH OTHER EXISTING
EQUIPMENT AND ENSURE CODE COMPLIANCE.
1
1
24"X24" DOUBLE WALL
SA DUCT
24"X24" DOUBLE WALL
SA DUCT
1 16"X24" DOUBLE WALL SA DUCT THRU ROOF FOR INFO. SEE DET. 5/M-4.0
2 NEW PACKAGED ROOF TOP HEAT PUMP UNIT FOR INFO. SEE DETAILS ON SHEET M-4.3.
3 NEW HEPA FILTER WITH MATCHING ROOF TOP HOUSING FOR INFO. SEE DETAILS ON
SHEET M-4.3.
4 NEW ELECTRIC DRY STEAM HUMIDIFIER WITH WITH MATCHING ROOF TOP HOUSING
FOR INFO. SEE DET. 4/M-4.1.
5 NEW ROOF MOUNTED EXHAUST FAN FOR DET. SEE 9/M-4.0.
6 NEW ROOF MOUNTED AIR COOLED CONDENSING UNIT FOR DETAILS SEE1/M4.1 & 2/M-4.1.
H
24
H
1 4
ACC
36
M-3.0
NEW EQUIPMENT
SCREEN (LOUVERED)
FOR INFO. SEE
ARCHITECTURAL PLANS.
FOR NEW ACCESS LADDER TO THE EQUIPMENT ON THE ROOF
AND NEW EQUIPMENT SCREEN SEE ARCHITECTURAL PLANS
1. MECHANICAL, PLUMBING AND ELECTRICAL SUBCONTRACTORS ARE
REQUIRED TO COORDINATE WITH EACH OTHER AND TO REFER TO ALL
SHEETS IN THE SET FOR CONSTRUCTION CONDITIONS, NOT JUST THE
DRAWINGS PERTAINING TO THEIR DISCIPLINE.
2. FINAL LOCATION OF ALL SURFACE FEATURES ARE TO BE VERIFIED WITH
ARCHITECTURAL DRAWINGS AND/OR ARCHITECT PRIOR TO INSTALLATION.
COORDINATION NOTES:
1. SITE INSPECTION: GC/CONTRACTOR SHALL VISIT THE WORK SITE PRIOR
TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF
WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF
WORK. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR
FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM. NO CHANGES IN
CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS
FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY
MAKE THE EXAMINATION.
2. GC SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL
NECESSARY PERMITS.
3. COORDINATE ALL WORK WITH OTHER TRADES.
7 7
REFRIGERANT (R410A) LIQUID & GAS PIPES UP THRU ROOF TO OUTDOOR CONDENSING UNIT. FOR PIPE
PENETRATION THRU ROOF SEE DET. 1/M-4.0 & ARCHITECTURAL PLANS.7
8
89
9
3/4" RTU-1 & RTU-2 CONDENSATE DRAIN WITH TRAP & VENT FOR CONTINUATION SEE PLUMBING PLANS.8
FULL SIZE HUMIDIFIER H-1 & H-2 MAIN DRAIN & PAN DRAIN TO AN APPROVED PLUMBING RECEPTACLE.
FOR CONTINUATION SEE PLUMBING PLANS.9
7
PROVIDE VERTICAL ECONOMIZER.10
10
10
EF
75
18"X18" O.S.A. DUCT DOWN THRU ROOF. REFER TO DETAIL 4/M-4.2.
OUTSIDE AIR INTAKE SHALL BE NOT LESS THAN 10 FT FROM EXHAUST AND PLUMBING VENT
TERMINATION.
11
11
12
12NEW STEEL ROOF
ACCESS LADDER. SEE
ARCHITECTURAL PLANS.
1
DATE DESCRIPTION
REVISIONS
STAMP
A
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
1
M4.0ROUND MANUAL BALANCING DAMPER DETAIL
ROUND DAMPER
3. DO NOT COVER MANUAL DAMPER ARM WITH INSULATION.
1. ROUND MANUAL DAMPERS SHALL BE "RUSKIN" #MDRS25 OR EQUAL.
2. RECTANGULAR MANUAL DAMPERS SHALL BE "RUSKIN" #MD25
LOCATE ALL DAMPERS FACING DOWN FOR EASY ACCESS PER FACILITY ENGINEERS.
NOTES:
4.
OR EQUAL.
N
O
E
P
SHU
T
HANGING WIRE OR CHAIN
METAL WRITE-ON-TAGS
IDENTIFY ROOM NAME/NUMBER
IDENTIFY SA, RA OR EXH.
(SETON OR EQUAL)
LOCKING HAND
QUADRANT ARM
WING
NUT
STEEL
GALVANIZED
20 GAGE
ROD
CONTINUOUS
CEILING DIFFUSER CONNECTION
(E) ROOF LINE
COUNTERFLASHING CAP.
NOTES:
SEAMLESS 4 LB. LEAD FLASHING.
GALVANIZED STEEL REINFORCING BOOT.
ROOF PENETRATION RANGING IN SIZE
FROM 1
8" O.D. TO 6" SPS.
MULTI-FLASH ADAPTER.
GE TYPE II SILICONE CAUK OR EQUAL
(BY OTHERS).
PIPE PENETRATION ASSEMBLY SHALL BE BY ELMDOR/STONEMAN #900 & #1100
COMPLETE WITH FLASHING AND COUNTER FLASHING.
1
2
3
4
5
6
PIPING PENTRATION THRU ROOF
1
3
2
5
4
6
CEILING EXHAUST FAN
PLAN OR SIDE VIEW
DUCT TRANSITION
RECTANGULAR FLEXIBLE CONNECTION DETAILROUND FLEXIBLE CONNECTION DETAIL
DUCT PENETRATION THROUGH ROOF
END, 2 MIN. EACH SIDE
@24"O.C. & 4" O.C. FROM
3/8"Ø LAG SCREWS
4X BLKG. FULL DEPTH
WHERE REQ'D.
EXHAUST DUCT
3"
ROOFING MEMBRANE
CANT STRIP
FURNISHED WITH
FLASHING AND
COUNTER FLASHING
FAN
SECURE EXHAUST
FAN BASE TO
CURB WITH LAG
PREFABRICATED
ROOF CURB
SCREWS FAN MOTOR
1" DAP
4 X CURB
MOTOR DOME
MOTORIZED BACK
DRAFT DAMPER
EXHAUST FAN DETAIL
MECHANICAL DETAILS
M-4.0
2
M4.0
3
M4.0
4
M4.0
5
M4.0
6
M4.0
7
M4.0
8
M4.0
9
M4.0
FOR MOTOR & FAN WHEEL
ACCESS) BY MANUFACTURER
BACKDRAFT DAMPER 1/2 '' ACOUSTIC
ADJUSTABLE CEILING
MOUNTING BRACKETS
LINING
FAN HOUSING
FOWARD CURVED
FAN WHEEL
FLEXIBLE CONNECTION
GALVANIZED STEEL HOUSING
EXPANDED ALUMINUM
MESH GRILLE (REMOVABLE
DUCTWORK
SUPPORT RODS
FROM STRUCTURE ABOVE
TYPICAL OF 4
1/2 " ROUND THREADED
VIBRATION ISOLATION W/SEISMIC RESTRAINT
DISCHARGE OUTLET (HORIZONTAL
DISCHARGE SHALL BE USED WHERE
INDICATED ON PLANS OR SCHEDULE)
CONFIGURATION SHOWN, VERTICAL
DATE DESCRIPTION
REVISIONS
STAMP
A
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N
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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8
0
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-
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9
3
T
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3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
1
M4.1
M4.1
CONDENSER MOUNTING DETAILSPLIT SYSTEM PIPING SCHEMATIC DIAGRAM
SEISMIC CABLES
FOR ATTACHMENT
SEE STRUCT PLANS
(TYP. FOR 4)
X" HANGING RODS
STRUCTURAL MEMBER
ATTACHMENT TO THE
RA
MERV 13 FILTERS
DWYER PRESS.
GAUGE
(TYP. FOR 4)
FLEX. DUCT
CONN. (TYP.)
PIPING AND DUCTWORK SUPPORT SYSTEM DETAILS ARE FOR GENERAL
INFO. FOR ALL SIZES, ATTACHMENT & ANCHORAGE SEE STRUCTURAL
PLANS & DETAILS.
INSULATED
SA PLENUM
DX HEAT PUMP COIL
CONDENSATE PUMP & OVERFLOW
SHUT OFF SWITCH FURNISHED
WITH UNIT
FC
#
PUMPED CD LINE
FOR CONT. SEE
PLUMBING PLANS
MASON IND. 2" DEFLECTION
SEISMIC RATED SPRING AND
RUBBER ISOLATORS SERIES DNHS
(TYP FOR 4)
MATCHING MASON IND.
SUPPORT BASE RAIL
FILTER BOX W/ SIDE ACCESS
OSA
FULL SIZE MIN. 24" LONG
MIX. AIR PLENUM
SUPPLY
FAN
NOTES
CONTRACTOR SHALL FURNISH & INSTALL A DWYER SERIES 2000 MAGNEHELIC FILTER GAGE INCLUDING
ALL TUBING
PROVIDE A DUCT MOUNTED SMOKE DETECTOR (DETECTOR SHALL BE C.S.F.M. LISTED AND APPROVED),
IN THE MAIN SUPPLY AIR DUCT AND INTERLOCK DETECTOR W/FC UNIT IN SUCH WAY THAT UPON
SMOKE DETECTION TO SHUT-DOWN SUPPLY FAN AND SEND A SIGNAL TO THE BUILDING ALARM PANEL.
ELEVATION
PLAN
45
°
'L
'
45
°
FC
#
FC
#
STRAND CORE
CABLE, 7 X 19
STEEL AIRCRAFT
1/8" DIAMETER
MASON IND. 2" DEFLECTION
SEISMIC RATED SPRING AND
RUBBER ISOLATORS SERIES DNHS
(TYP FOR 4)
SEISMIC CABLE
ATTACHED TO BEAM
(TYP)
NOTE:
IF 'L' EXCEEDS 50 TIMES THE
DIAMETER OF THE ROD, THEN A
VERTICAL STIFFENER IS REQUIRED.
FAN COIL FC-1 & FC-2 DETAIL
1
UNIT SHALL BE FACTORY FURNISHED WITH CONDENSATE PUMP AND OVERFLOW SWITCH TO SHUT THE
UNIT IN THE EVENT OF COND. OVERFLOW.2
3
3
2
1
SA PLENUM
SUPPORT
OSA & RA DUCT
CONNECTIONS
WEATHERPROOF ENCLOSURE
STEAM ABSORPTION MANIFOLD
STEAM OUTPUT CONNECTION
WEATHER ENCLOSURE PLUMBING CONNECTION
SCHEMATIC CONTROL DIAGRAM
ROOF SINK SEE
PLUMBING PLANS
ROOF LINE
FULL SIZE DRAIN
TERMINATE DRAIN 2"
ABOVE THE ROOF
SINK
QUARTER TURN BALL
SHUT OFF VALVE
UNION CONNECTION
BACK FLOW
PREVENTOR
CW SUPPLY
COPPER TYPE "L"
2"
BY PLUMB. CONTRACTOR
HUMIDIFIER INSTALLATION DETAIL
PROVIDE FLAT ROOF PLAT FORM
& ANCHOR UNIT TO THE
PLATFORM FOR INFO. SEE
STRUCTURAL DWGS.
MECHANICAL DETAILS
M-4.1
ROOF LINE
NEW 4" HIGH LEVEL
PLATFORM
FOR INFO. SEE STRUCTURAL
PLANS
NEW AIR COOLED
CONDENSING UNIT
ANCHOR UNIT LEGS TO THE
PLATFORM (TYP)
FOR INFO. SEE STRUCTURAL
PLANS
PROVIDE NEOPRENE VIBRATION PAD
UNDER EQUIPMENT LEG AND
ANCHOR TO PLATFORM
PUMPED CD FOR INFO. SEE
DET. BELOW
2
M4.1
3
M4.1
4
FC
#
ALL REFRIGERANT PIPE SIZES AND
INSTALLATION PER MANUFACTURER
INSTRUCTIONS.
RECTANGULAR MAIN/ROUND BRANCH DUCT
AI
R
F
L
O
W
ROUND BRANCH DUCT RECTANGULAR BRANCH DUCT
TYPICAL DUCT CONNECTIONS AND HANGER DETAILS M4.2
1
CONICAL TEE REDUCING
STRAIGHT TEE 45 Y TEE CONICAL TEE
Y BRANCH REDUCING ELONGATED TEE
DATE DESCRIPTION
REVISIONS
STAMP
A
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
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8
0
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9
3
T
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1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
NOT USE
MECHANICAL DETAILS
M-4.2M4.2
2
M4.2
3
M4.2
5--REMOTE MANUAL CONTROL DAMPER DETAIL
SIDE VIEW
NOTES:
DAMPERS SHALL BE POTTORFF MODEL RCS-10R
20 GAUGE FRAME WITH CABLE, TOOL HANDEL
AND NICKEL PLATED STEEL FINISHING PLUG.
1.
WRAP EXTERIOR OF DAMPER FRAME WITH MIN.
1" INSULATION, KEEP THE GEAR CLEAR FOR
MOVEMENT.
2.
LOCATE CONTROL ASSEMBLY NEAR DAMPER
FIELD VERIFY EXACT LOCATION & ALL
CONDITIONS.
3.
M4.2
4ROOF MOUNTED OUTSIDE AIR INTAKE
1
DATE DESCRIPTION
REVISIONS
STAMP
A
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
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0
8
0
4
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5
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9
3
T
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3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
OPERATING ROOM LOW RETURN AIR DUCT
TYPICAL RTU VIBRATION ISOLATOR CURB DETAIL
FLEXIBLE DUCT
CONNECTION SEE
DET.XX
DUCT SUPPORT WITH
CORROSION-RESISTANT
COATING. SEE DETAIL
3/M5.3
PRE-FABRICATED DOUBLE WALL FILTER HOUSING WITH
INSULATION IN BETWEEN AND ACCESS DOORS ON BOTH
SIDES. REFER SCHEDULE.
1
2
3
5
RTU#
8 INCHES HIGH
LETTER UNIT I.D.
RETURN DUCT THRU
ROOF CURB
1
MAGNAHELIC GAUGE WITH SUPPORT AND WEATHER
PROOF ENCLOSURE.2
ELECTRIC DRAY STEAM HUMIDIFIER ON FLAT HOUSE
KEEPING ROOF CURB.3
TURNING VANES
RTU
#
ROOF CURB
NOTES:
1. DUCT SUPPORT WITH
CORROSION-RESISTANT COATING.
2. SEAL ALL INTERIOR DUCT JOINTS TO
PREVENT FIBER LEAKS INTO AIR
STREAM.
3. REFER TO SMACNA STANDARDS FOR
ANCHORAGE, SEISMIC SUPPORTS AND
BRACING.
4. SEE ARCHITECTURAL DRAWINGS FOR
ROOFING / FLASHING INFORMATION.
5. CONFIRM DETAIL WITH STRUCTURAL
ENGINEER.
4 4
4
4
ALL DUCTS ON ROOF TO BE PRE-FABRICATED DOUBLE
WALL SHEET METAL DUCT WITH R-8 INSULATION IN
BETWEEN.
4
STEAM DISPERSION TUBE THRU SUPPLY AIR DUCT,
LOCATION AND INSTALLATION PER MANUFACTURER
INSTRUCTIONS.
5
16"X24" DOUBLE WALL
SA DUCT THRU ROOF
FOR INFO. SEE DET.
5/M5.0
NOTES:
DUCTWORK ON ROOF
DUCT SUPPORT ON ROOF
MECHANICAL DETAILS
M-4.3
M4.3
1
M4.3
2
M4.3
3
DUCT WRAP
(INSULATION) BELOW
ROOF
H
H/2
2"
3
4" COND. DRAIN FOR
INFO. SEE DET. 4/M5.3
M4.3
4CONDENSATE DRAINDUCT SMOKE DETECTOR M4.3
5
M4.3
6-
14"x18" RAG SET FOR
525 CFM W/OBD (TYP)
FINISH FLOOR
6"
ROOF RAFTER
LINE
DUCT SUPPORT SIZES & SPACING
PER SMACNA, PROVIDE MIN. 3
(TYP.)
BACK WALL,
SEE PLANS
RA DUCT DOWN
MVD
SEE PLANS FOR
DUCT SIZE
3"
CEILING LINE
M4.3
7
DUCT ENCLOSURE FOR
INFO. SEE ARCH. DWGS.
VACUUM ROOM EXHAUST FAN (EF-6)
DATE DESCRIPTION
REVISIONS
STAMP
A
R
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N
I
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
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3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
MECHANICAL TITLE 24
M-5.0
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
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C
T
U
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-
P
L
A
N
N
I
N
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-
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I
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
MECHANICAL TITLE 24
M-5.1
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
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-
P
L
A
N
N
I
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-
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
MECHANICAL TITLE 24
M-5.2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
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-
P
L
A
N
N
I
N
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-
I
N
T
E
R
I
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S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
PIPING RISE OR DROP
PIPING DOWN
PIPING UP
BRANCH CONNECTION
BRANCH BOTTOM CONNECTION
FIRE LINE
DRAINAGE ABOVE GROUND
DRAINAGE BELOW GROUND
SANITARY VENT
DOMESTIC COLD WATER
DOMESTIC HOT WATER
DOMESTIC HOT WATER RETURN
EXISTING TO REMAIN
EXISTING TO BE REMOVED
POINT OF CONNECTION
POINT OF DISCONNECTION
F
FLOOR DRAIN / AREA DRAIN
FLOOR CLEAN OUT
CLEANOUT
HOSE BIBB
DIRECTION OF FLOW
PLUGGED OUTLET
PIPING BREAK
PLUMBING SYMBOLS
- A -
ABV ABOVE
AP ACCESS PANEL
- C -
CLG CEILING
CO CLEANOUT
CONT CONTINUATION
CU FT CUBIC FEET
CW COLD WATER
- D -
DN DOWN
DF DRINKING FOUNTAIN
DWG DRAWING
- E -
(E)EXISTING
ESEW EMERGENCY SHOWER
EYE WASH
- F -
FCO FLOOR CLEAN OUT
FD FLOOR DRAIN
FLR FLOOR
FT FOOT, FEET
FU FIXTURE UNIT
- G -
G GAS (LOW PRESSURE)
GC GAS COCK
- H -
HB HOSE BIBB
HP HORSEPOWER
HW HOT WATER
HWR HOT WATER RETURN
- I -
ICW INDUSTRIAL COLD WATER
IW INDIRECT WASTE
IE INVERT ELEVATION
INT INTEGRAL
- N -
NTS NOT TO SCALE
- O -
OC ON CENTER
- P -
PH PHASE
POC POINT OF CONNECTION
PSI POUNDS PER SQUARE INCH
- Q -
QTY QUANTITY
- R -
RPM REVOLUTIONS PER MINUTE
- S -
SAN SANITARY SEWER
SK SINK
SOV SHUT-OFF VALVE
- T -
TYP TYPICAL
- V -
V VENT
VB VACUUM BREAKER
- W -
W WASTE
WAGD WASTE ANESTHESIA GAS
DISPOSAL
W/WITH
WCO WALL CLEANOUT
PLUMBING ABBREVIATIONS
X
P-X
DETAIL
NUMBER
DRAWING
NUMBER
EQUIPMENT
DESCRIPTION
EQUIPMENT
NUMBER
DETAIL DESIGNATIONEQUIPMENT DESIGNATION
GENERAL NOTES
EXISTING FIXTURE
TO BE REMOVED
OXYGENO₂
1.ALL WORK SHALL BE IN ACCORDANCE WITH:
- 2019 CALIFORNIA PLUMBING CODE
- 2019 CALIFORNIA BUILDING CODE
- 2019 MECHANICAL CODE
- 2019 CALIFORNIA ELECTRICAL CODE
- 2019 CALIFORNIA FIRE CODE CALIFORNIA STATE FIRE MARSHAL
- 2012 NFPA 99, HEALTH CARE FACILITIES CODE
- NFPA STANDARDS
- 2019 CALIFORNIA ENERGY CODE
- 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
- 2010 ADA STANDARDS
- CALIFORNIA ADMINISTRATIVE CODES, TITLE 17, AND 24.
2.EXISTING CONDITIONS ARE BASED ON "AS-BUILT" DRAWINGS AND/OR
LIMITED FIELD VERIFICATIONS. THE CONTRACTOR SHALL ADJUST TO
ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE
PROJECT. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ANY
EXTRAS DUE TO THE CONTRACTOR'S FAILURE TO VISIT THE PROJECT SITE
AND/OR PREDETERMINATION OF EXISTING CONDITIONS PRIOR TO
SUBMITTING THE BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY
REPORTED TO THE OWNERS REPRESENTATIVE FOR RESOLUTION.
3.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE INCIDENTAL
DEMOLITION WORK PRIOR TO BIDDING AND COMMENCEMENT OF WORK.
THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ALL EXISTING
EQUIPMENT AS REQUIRED FOR THE INSTALLATION/CONSTRUCTION OF
NEW WORK.
4.CONTRACTOR SHALL COORDINATE WILL ALL OTHER TRADES FOR
CLEARANCES AND WORK INCLUDED PRIOR TO START OF WORK.
5.KEEP ALL PIPING CLEAR FROM LOAD BEARING FOOTINGS.
6.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS,
MOUNTING HEIGHTS AND COLORS OF ALL PLUMBING FIXTURES.
7.2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 5.303.6. PLUMBING
FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE
2019 CPC AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN
TABLE 1701.1 OF THE 2019 CPC AND IN CHAPTER 6 OF THE 2019
CALIFORNIA GREEN BUILDING STANDARDS CODE.
8.ALL VENTS THRU ROOF SHALL BE PLACED AT A MINIMUM OF THREE FEET
VERTICALLY AND TEN FEET HORIZONTALLY FROM FRESH AIR INTAKES,
WINDOWS, DOORS OR OTHER OPENINGS.
9.ALL SHUT OFF MECHANICAL/PLUMBING CONTROL SHUT OFF VALVES NEED
TO BE CONVENIENTLY LOCATED ABOVE THE CORRIDOR.
10.PROVIDE AND INSTALL ACCESS PANELS TO ALLOW ACCESS TO VALVES,
EQUIPMENT, ETC. LOCATED ABOVE INACCESSIBLE CEILINGS AND WALL
CAVITIES. ALL WALL MOUNT ACCESS PANELS SHALL BE STAINLESS STEEL
DOORS AND ALL CEILINGS PAINTED.
- PANELS TO BE 12" X 12" OR AS REQUIRED.
11.ALL SANITARY LINES AND PLUMBING FIXTURES ON THE PROJECT SHALL
AN APPROVED MEANS OF SEWAGE BACKFLOW PREVENTION. FIXTURE
SPECIFIC BACKFLOW PREVENTION INCLUDING AIR GAPS AND VACUUM
BREAKERS ARE AN ACCEPTABLE MEANS OF BACKFLOW PREVENTION.
12.CLEANOUTS SHALL BE INSTALLED PER CALIFORNIA PLUMBING CODE
SECTION 707, 719 AND 803.
13.INSTALL SANITARY PIPING 3" OR SMALLER AT A SLOPE OF 1/4" PER FOOT
AND SANITARY PIPING 4" AND LARGER AT A SLOPE OF 1/8" PER FOOT.
SLOPE OF BUILDING SEWERS SHALL NOT BE LESS THAN 2% UNLESS
NOTED OTHERWISE.
14.FLOOR SINKS SHALL BE IN ACCORDANCE WITH ASME A112.6.7
15.FLOOR AND TRENCH DRAINS SHALL BE IN ACCORDANCE WITH ASME
A112.6.3.
15.ALL PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS
SPECIFIED IN THE LOS ANGELES PLUMBING CODE.
16.ALL FAUCETS IN PUBLIC RESTROOMS SHALL BE SELF-CLOSING OR
SELF-CLOSING METERING FAUCETS.
17.PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT THE WATER
TEMPERATURE TO 100°F.
18.WATER PIPE AND FITTINGS WITH A LEAD CONTENT WHICH EXCEEDS 0.25%
SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE WATER.
19.ALL HOSE BIBBS, WALL HYDRANTS AND JANITORIAL SERVICE SINKS SHALL
BE EQUIPPED WITH APPROVED, PROPERLY INSTALLED ATMOSPHERIC
TYPE VACUUM BREAKER.
20.ALL WATER CONNECTIONS TO HVAC EQUIPMENT SHALL BE PROTECTED
BY APPROVED, REDUCED PRESSURE BACKFLOW PREVENTION DEVICES.
DEVICES SHALL BE ACCESSIBLE FOR TEST AND MAINTENANCE. PROVIDE
FUNNEL DRAIN AND INDIRECT WASTE PIPING FOR BACKFLOW DEVICES
AND DISTANT FROM FLOOR SINKS.
21.ALL AFFECTED POTABLE WATER PIPING SHALL BE DISINFECTED USING
PROCEDURES PRESCRIBED IN THE 2019 CALIFORNIA PLUMBING CODE
SECTIONS 609.9(1) THROUGH 609.9(4). THE METHOD TO BE FOLLOWED
SHALL BE THAT PRESCRIBED BY THE OWNER REPRESENTATIVE OR IN
CASE NO METHOD IS PRESCRIBED BY IT, THE FOLLOWING:
(1) THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER
UNTIL POTABLE WATER APPEARS AT THE POINTS OF THE OUTLET.
(2) THE SYSTEM OR PARTS THEREOF SHALL BE FILLED WITH A WATER
CHLORINE SOLUTION CONTAINING NO LESS THAN 50 PARTS PER
MILLION OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE
VALVED-OFF AND ALLOWED TO STAND FOR 24 HOURS; OR, THE
SYSTEM OR PART THEREOF SHALL BE FILLED WITH A
WATER-CHLORINE SOLUTION CONTAINING NOT LESS THAN 200 PARTS
PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR 3 HOURS.
(3) FOLLOWING THE ALLOWED STANDING TIME, THE SYSTEM SHALL BE
FLUSHED WITH CLEAN, POTABLE WATER UNTIL THE CHLORINE
RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT
EXCEED THE CHLORINE RESIDUAL IN THE FLUSHING WATER.
(4) THE PROCEDURE SHALL BE REPEATED WHERE IT IS SHOWN BY A
BACTERIOLOGICAL EXAMINATION MADE BY AN APPROVED AGENCY
THAT CONTAMINATION PERSISTS IN THE SYSTEM.
22.ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED AS REQUIRED BY
CALIFORNIA ENERGY COMMISSION TABLE 123-A OF THE BUILDING ENERGY
EFFICIENCY STANDARDS, INSULATION SHALL HAVE A FIRE HAZARD
CLASSIFICATION 25/30 COMPOSITE RATING.
PIPE SIZE INSULATION THICKNESS INSULATION VALUE
<1"1" K FACTOR = 0.25
1 1/4" 1 1/2" K FACTOR = 0.25
1 1/2" 1 1/2" K FACTOR = 0.25
2" >2" K FACTOR = 0.25
23.CIRCULATING HOT WATER SYSTEMS SHALL BE EQUIPPED WITH A
CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING
PUMPS WHEN HOT WATER IS NOT REQUIRED (TIME CLOCK).
24.ALL SERVICE WATER HEATING EQUIPMENT TO BE IN COMPLIANCE WITH
THE CALIFORNIA ENERGY COMMISSION (CEC) REQUIREMENTS AND BE SO
LABELED.
25.COORDINATE WITH ELECTRICAL TRADE PRIOR TO ORDERING EQUIPMENT
FOR AVAILABLE VOLTAGES AT EQUIPMENT LOCATIONS.
26.DO NOT USE METALLIC GAS LINES TO GROUND ELECTRICAL SYSTEM.
27.COORDINATE ALL SLAB PENETRATIONS WITH GENERAL CONTRACTOR
PRIOR TO CONSTRUCTION. MAINTAIN A MINIMUM OF 2" CLEARANCE FROM
THE EDGE OF THE SLAB OPENING TO ANY STRUCTURAL MEMBERS AND
PIPES.
28.UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL PLANS, NO
STRUCTURAL MEMBER SHALL BE CUT, NEITHER DRILLED, NOR NOTCHED
WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL
ENGINEER AND OWNERS REPRESENTATIVE .
29.SLEEVE OR CORE-DRILL FLOOR SLABS, WALLS, ETC. AS REQUIRED FOR
PIPING AND FIRE STOP OPENING AROUND PIPE. VERIFY LOCATION OF
STRUCTURAL BEAMS, JOISTS, ETC. BEFORE DRILLING.
30.FOR LOCATION OF PIPING SLEEVES AND FLOOR OPENINGS THROUGH
STRUCTURAL FLOOR SLABS. REFER TO DETAILS INDICATED IN
STRUCTURAL DRAWINGS.
31.DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE OWNERS
REPRESENTATIVE WHO SHALL REVIEW AND PROVIDE NOTATION
INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN
GENERAL CONFORMANCE WITH BUILDING DESIGN SUBMITTAL MATERIALS
SHALL BE INCLUDE PLANS, DETAILS, CALCULATIONS PREPARED AND
SIGNED BY A STATE REGISTERED ENGINEER.
A. SUPPORTS AND SEISMIC BRACING - DESIGN LOADS FOR THE
ANCHORAGE TO BE COMPUTED USING STATE OF CALIFORNIA
STANDARDS AND REQUIREMENTS.
32.CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACE AREAS DAMAGED
BY CONSTRUCTION OPERATION.
33.PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER
SYSTEM THROUGHOUT THE DURATION OF THE CONSTRUCTION. RAG
WADS, DUCT TAPE, OR OTHER SIMILAR METHODS OF TEMPORARY
COVERS SHALL NOT BE UTILIZED. UPON COMPLETION OF CONSTRUCTION,
COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE
SYSTEM BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIATELY
PRIOR TO PROJECT TURNOVER TO THE OWNER.
34.ALL VALVES, UNIONS, ETC. TO BE LINE SIZE UNLESS OTHERWISE
INDICATED ON DRAWINGS.
35.UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH THREADED
TYPE VALVE AND PRIOR TOP EQUIPMENT CONNECTIONS.
35.ALL INTERIOR CONDENSATE PIPING SHALL BE INSULATED WITH CLOSED
CELL FOAM INSULATION; WITH FIRE HAZARD CLASSIFICATION 25/50
COMPOSITE RATING.
36.ANY DEVIATION FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR
TO INSTALLATION.
37.THE ENTIRE AREA UNDER CONSTRUCTION SHALL BE PROVIDED WITH A
COMPLETE FIRE SPRINKLER SYSTEM IN ALL RESPECTS. RELOCATED/ADD
NEW SPRINKLER DROPS TO EXISTING SYSTEMS WHERE REQUIRED TO
PROVIDE COMPLETE COVERAGE THROUGHOUT THE AREA OF
CONSTRUCTION. COORDINATE FIRE SPRINKLER PIPING AND HEAD
LOCATIONS WITH ALL TRADES PRIOR TO FABRICATION AND/OR
INSTALLATION. IF CONFLICTS OCCUR BETWEEN FIRE SPRINKLER
PIPING/HEADS AND LIGHTS, DIFFUSERS, DUCTWORK, ETC. THE FIRE
SPRINKLER PIPING/HEADS SHALL BE RELOCATED OR REROUTED AT NO
ADDITIONAL EXPENSE TO THE PROJECT. AN ADEQUATE SUPPLY OF EXTRA
PIPING AND FITTINGS SHALL BE MAINTAINED ON SITE TO ALLOW FOR FIELD
MODIFICATIONS. PERFORM HYDRAULIC CALCULATIONS AS REQUIRED BY
NFPA, LOCAL, STATE CODES AND THE OWNER'S INSURANCE AGENCY.
APPROVED SHOP DRAWINGS DO NOT PRECLUDE REROUTING IF SO
REQUIRED BY THE OWNERS REPRESENTATIVE .
38.FOR THE PURPOSE OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE
ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH SIZES AND LOCATION OF
EQUIPMENT IS DRAWN TO SCALE WHEREVER POSSIBLE. THE
CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACTOR
DOCUMENTS AND VERIFY THIS INFORMATION BEFORE ORDERING,
FABRICATING OR INSTALLING ANY MATERIALS.
39.CONTRACTOR SHALL PROVIDE AS-BUILT CONDITIONS CAREFULLY AND
NEATLY RECORDED USING METHODS ACCEPTABLE TO THE OWNER. THEY
SHALL BE KEPT UP TO DATE DURING THE ENTIRE PROGRESS OF THE
WORK AND MADE AVAILABLE TO OWNERS REPRESENTATIVE AT ANY TIME.
FINAL DRAWINGS SHALL BE SUBMITTED IN PDF FORMAT, SHALL MATCH
SIZE OF THE ORIGINAL CONTRACT DRAWINGS, AND SHALL COMPLY WITH
THE FOLLOWING:
a.OWNERS DESIGN PROFESSIONALS NAME AND STAMP SHALL BE
REMOVED FROM EACH DRAWING.
b. ADD CONTRACTOR'S NAME AND CONTACT INFORMATION ON EACH
DRAWING.
c.ADD "AS-BUILT" TO THE LOWER RIGHT AREA OF EACH DRAWING.
40.PROVIDE WRITTEN WARRANTY TO REPLACE ALL FAULTY MATERIALS
AND/OR LABOR, AT NO COST TO THE OWNER, FOR A PERIOD OF ONE
YEAR FROM DATE OF THE OWNERS ACCEPTANCE.
FLOOR SINK
WAGD
MEDICAL VACUUMVAC
WASTE ANESTHESIA
GAS DISPOSAL
P-0.0
PLUMBING GENERAL
NOTES, ABBREVIATIONS,
AND SYMBOLS
PLUMBING SHEET INDEX
P-0.0 PLUMBING GENERAL NOTES, ABBREVIATIONS & SYMBOLS
P-0.1 PLUMBING SCHEDULES
P-2.0 DEMOLITION PLUMBING PLAN
P-2.1 NEW PLUMBING PIPING FLOOR PLAN
P-2.2 NEW SANITARY AND VENT FLOOR PLAN
P-3.1 PLUMBING ROOF PLAN
P-4.1 PLUMBING RISER DIAGRAMS
P-5.0 WATER HEATER DETAIL
P-5.1 BACKFLOW PREVENTER DETAIL
P-5.2 PIPING SUPPORT DETAIL
P-5.3 PLUMBING DETAILS
P-5.4 PLUMBING DETAILS
MARK FIXTURE
ROUGH-IN-SIZE FIXTURE UNIT
DESCRIPTION/REMARKSTRAPS/W V CW HW WASTE WATER
WC-1
WATER CLOSET
(FLUSH VALVE)
ACCESSIBLE
INT.3"2"1"-4 5
AMTC #AEF1012AT12 ADA FLOOR MOUNTED HIGH EFFICIENCY FLUSH VALVE SYSTEM, 17 1/8" HEIGHT, TOP
SPUD, VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET, COLOR: WHITE. INSTALL IN
COMPLIANCE WITH ADA REQUIREMENTS.
AMTC FLUSH VALVE 1.28 GPF, FOUR (4) AA SIZE BATTERIES, HANDS FREE INFRARED SENSOR, INSTALL
FLUSH VALVES PER ADA COMPLIANCE. FLUSH VALVE TO HAVE MINIMUM 1-1/2" CLEARANCE BELOW THE
GRAB BAR
CHURCH #9500SSCT OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET SEAT.
LV-1 LAVATORY
(ACCESSIBLE)1 1/2"2"1 1/4"1/2"1/2"1 1
KOHLER #K-2330 "KATHRYN", VITREOUS CHINA, 19 3/4" X 15 5/8" X 3" DEEP, UNDER MOUNT LAVATORY.
COLOR: WHITE. MCGUIRE CHROME PLATED 17 GA. CAST BRASS LA PATTERN P-TRAP, SLIP JOINT NUTS
AND CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
AMTC #AEF-301FF DECK MOUNTED, SENSOR OPERATED, 0.5 GPM NON-AERATING, FOUR (4) C-CELL
BATTERIES. CHICAGO FAUCET 1013-ABCP STOPS AND SUPPLIES. ASI SOAP DISPENSER #0391-(N) EZ FILL
STAND ALONE LIQUID SOAP DISPENSER HEAD, AUTOMATIC BATTERY OR AC OPTION "NOT TOUCH",
CHROME
PLUMBEREX #X4444 HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP PROTECTION.
INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
S-1 SINK
(ACCESSIBLE)1 1/2"2"1 1/4"1/2"1/2"1 1
KOHLER #K-2084-L "SOHO", VITREOUS CHINA, 20" X 18" X 4-1/8" DEEP, WALL MOUNT LAVATORY. COLOR:
WHITE. MCGUIRE CHROME PLATED 17 GA. CAST BRASS LA PATTERN P-TRAP, SLIP JOINT NUTS AND
CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
AMTC #AEF-302HF-HG01 DECK MOUNTED, SENSOR OPERATED, 1.5 GPM LAMINAR, FOUR (4) C-CELL
BATTERIES. WITH PLUG-IN HYDRO-POWER ELECTRIC GENERATOR, CHICAGO FAUCET 1013-ABCP STOPS
AND SUPPLIES. ASI SOAP DISPENSER #0391-(N) EZ FILL STAND ALONE LIQUID SOAP DISPENSER HEAD,
AUTOMATIC BATTERY OR AC OPTION "NOT TOUCH", CHROME
PLUMBEREX #X4444 HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP PROTECTION.
INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
S-2 DECONTAMINATION
SINK 1 1/2"2"1 1/4"1/2"1/2"2 1.5
JUST #SLADA2131A55-J, 31" X 22" X 5-1/2" DEEP, 18 GAUGE 304 STAINLESS STEEL COUNTER MOUNT.
MCGUIRE HEAVY DUTY CHROME PLATED 17 GA. CAST BRASS L.A. PATTERN P-TRAP, ADJUSTABLE,
GROUND UNION JOINT ELBOW AND CAST BRASS SLIP NUTS, WITHOUT CLEANOUT. TRAP ARM EXTENSION
SHALL BE I.P.S THREADED BRASS NIPPLE AND SECURED ESCUTCHEON.
DELTA #55C1513 8" CENTER WALL MOUNT BASE FAUCET, 3" LEVER BLADE HANDLES ADA COMPLIANT,
PRE-RINSE SPRAY WITH SPRING LOADED STAINLESS STEEL HOSE W/ WALL BRACKET AND SPRAY HEAD
HOOK.
S-3 ENDOSCOPY SINK 1 1/2"2"1 1/4"1/2"1/2"2 1.5
JUST #USADA1821A55-J, 21-1/2" X 18-1/2" X 5-3/8" DEEP, 18 GAUGE 304 STAINLESS STEEL COUNTER
MOUNT. MCGUIRE HEAVY DUTY CHROME PLATED 17 GA. CAST BRASS L.A. PATTERN P-TRAP, ADJUSTABLE,
GROUND UNION JOINT ELBOW AND CAST BRASS SLIP NUTS, WITHOUT CLEANOUT. TRAP ARM EXTENSION
SHALL BE I.P.S THREADED BRASS NIPPLE AND SECURED ESCUTCHEON.
AMTC #AEF-302HF-HG01 DECK MOUNTED, SENSOR OPERATED, 1.5 GPM LAMINAR, FOUR (4) C-CELL
BATTERIES. WITH PLUG-IN HYDRO-POWER ELECTRIC GENERATOR, CHICAGO FAUCET 1013-ABCP STOPS
AND SUPPLIES. ASI SOAP DISPENSER #0391-(N) EZ FILL STAND ALONE LIQUID SOAP DISPENSER HEAD,
AUTOMATIC BATTERY OR AC OPTION "NOT TOUCH", CHROME
S-4 NURSE STATION
SINK 1 1/2"2"1 1/4"1/2"1/2"2 1.5
JUST #USADA1821A55-J, 21-1/2" X 18-1/2" X 5-3/8" DEEP, 18 GAUGE 304 STAINLESS STEEL COUNTER
MOUNT. MCGUIRE HEAVY DUTY CHROME PLATED 17 GA. CAST BRASS L.A. PATTERN P-TRAP, ADJUSTABLE,
GROUND UNION JOINT ELBOW AND CAST BRASS SLIP NUTS, WITHOUT CLEANOUT. TRAP ARM EXTENSION
SHALL BE I.P.S THREADED BRASS NIPPLE AND SECURED ESCUTCHEON.
AMTC #AEF-302HF-HG01 DECK MOUNTED, SENSOR OPERATED, 1.5 GPM LAMINAR, FOUR (4) C-CELL
BATTERIES. WITH PLUG-IN HYDRO-POWER ELECTRIC GENERATOR, CHICAGO FAUCET 1013-ABCP STOPS
AND SUPPLIES. ASI SOAP DISPENSER #0391-(N) EZ FILL STAND ALONE LIQUID SOAP DISPENSER HEAD,
AUTOMATIC BATTERY OR AC OPTION "NOT TOUCH", CHROME
S-5 SCRUB SINK 1 1/2"2"1 1/4"1/2"1/2"2 1.5
WHITEHALL MFG #4101-MC-LFN-PDM-SO SURGICAL SCRUB SINK 32"X 27" X 24" DEEP, ONE STATION, HEAVY
GAGE, TYPE 304 STAINLESS STEEL, MOUNTING CARRIER (OFF -FLOOR INSTALLATION), 2.5GPM LAMINAR
FLOW NOZZLE, METERING LIQUID SOAP DISPENSER, SENSOR OPERATION.
KS-1 KITCHEN SINK
(ACCESSIBLE)1 1/2"2"1 1/4"1/2"1/2"1 1
JUST #USADA1824A55-J, 23-1/2" X 18-1/4" X 5-3/8" DEEP, 18 GAUGE 304 STAINLESS STEEL UNDER MOUNT.
MCGUIRE HEAVY DUTY CHROME PLATED 17 GA. CAST BRASS L.A. PATTERN P-TRAP, ADJUSTABLE,
GROUND UNION JOINT ELBOW AND CAST BRASS SLIP NUTS, WITHOUT CLEANOUT. TRAP ARM EXTENSION
SHALL BE I.P.S THREADED BRASS NIPPLE AND SECURED ESCUTCHEON.
GROHE "MINTA" #30300000, 1.75 GPM, SINGLE HOLE PULL-DOWN, SINGLE HANDLE, SWIVEL SPOUT, 1.5 GPM
COUPLING GROHE #64-999-000 COLOR: SUPERSTEEL INFINITY. ADA COMPLIANT. IN-SINK-ERATOR PRO 750
EVOLUTION SERIES. 120V, 15 AMPS, 60HZ, 3/4 HP. WITH WALL SWITCH.
RB-1 REFRIGERATOR ICE
MAKER BOX ---1/2"--.5 OATEY MODA ICE MAKER SUPPLY BOX WITH WATER HAMMER ARRESTOR. ASEM A112.18.1/CSA B125.1,
NSF/ANSI 61 & 372. ASSE1010, IAPMO-LISTED, PS-54
MS-1 MOP SINK 3"3"2"3/4"3/4"2 3 ACORN #TRH-242410 TERRAZZO 24"X24"X10 HEIGHT MOP SINK.
TMV-1 -------
APOLLO VALVE 34DLF-402-B17 #MVDBR-LF. SET TEMPERATURE TO 105 DEG. F. ASSE 1070 COMPLIANT.
MOUNT BELOW FIXTURE.
EEW-1 EMERGENCY EYE
WASH ---3/4"3/4"--
GUARDIAN #G1819 WALL MOUNTED EYE WASH WITH G360LF THERMOSTATIC MIXING VALVE IN RECESSED
STAINLESS STEEL CABINET. ANSI Z358.1-2014 COMPLIANCE. SET DELIVERY TEMPERATURE BETWEEN
60°F-90°F. COORDINATE WITH ARCHITECT FOR EXACT LOCATION.
E-31
DB-1
MEDIVATOR
ENDSCOPE
REPROCESSOR
-3/4"-1/2"1/2"2 1
OWNER PROVIDED EQUIPMENT. PROVIDE COLD AND HOT WATER WITH TMV-1.SET DELIVERY
TEMPERATURE BETWEEN 95°F. COORDINATE WITH ARCHITECT FOR EXACT LOCATION. INDIRECTLY DISC
OATEY "MODA" SECONDARY DRAIN KIT, INDIRECT DISCHARGE HOSE TO DRAIN BOX. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS AND INSTALLATIONS.
FD-1 FLOOR DRAIN 2"2"2"1/2" TP ---
JAY R SMITH #2005YB-B-P050 CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, WEEPHOLES, HEAVY DUTY
WITH POLISHED STAINLESS STEEL STRAINER WITH TRAP PRIMER CONNECTION.
FS-1 FLOOR SINK 4"4"3"--30 -JAY R SMITH 3100Y-C-12, 10" X 10" X 6" DEEP, SANI-CEPTOR ACID RESISTANT COATED FLOOR SINK, WITH
SEEPAGE HOLES, NICKEL BRONZE RIM 1/2 GRATE.
TP-1 TRAP PRIMER ---1/2"---PRECISION PLUMBING PRODUCTS #PR-500 OR EQUAL, PRESSURE DROP ACTIVATED TRAP PRIMER. BRASS
BODY.
WCO WALL CLEANOUT -SEE
PLANS -----JAY R SMITH #4420 SERIES CLEANOUT WITH FACE OF WALL COVER.
WHA WATER HAMMER
ARRESTOR -------PPP #SC-500A - SC-2000F. INSTALL PER MANUFACTURERS RECOMMENDATION
BV-1 BALANCING VALVE -------CIRCUIT SOLVER CS-1/2-110.
MARK EQUIPMENT
MEDICAL GAS
REMARKSO₂WAGD/VAC
ZVB-1 ZONE VALVE BOX 1/2"3/4"BEACON MEDAES VZVB3-BBB-ENG OR EQUAL, RECESSED VERTICAL ZONE VALVE BOX ASSEMBLY, NFPA 99 COMPLIANT
AAP-1 AREA ALARM PANEL --
BEACON MEDAES OR EQUAL, ELECTRONIC GAS ALARM PANEL WITH DIGITAL DISPLAY MODULES, 120V-1PH-60HZ, PROVIDE
EMERGENCY POWER AND PRESSURE SWITCH WITH GAUGES #M-PRSW-GA-VAC AND #PRSW-GA-OXY. FURNISH AND INSTALL WITH THE
APPLICABLE OXYGEN AND VACUUM SENSORS. PROVIDE CONNECTIONS TO MASTER ALARM PANEL AT NURSE CALL STATION
(RECEPTION).
MAP-1 MASTER ALARM PANEL --MASTER ALARM PANEL BEACON MEDAES OR EQUAL, 4 MODULES, 4 GANG BACK BOX AT NURSE CALL STATION (RECEPTION). FURNISH
AND INSTALL WITH THE APPLICABLE OXYGEN AND VACUUM SENSORS. COORDINATE WITH OWNERS REPRESENTATIVE.
MGCO-1 MEDICAL GAS CEILING OUTLET 1/2"1/2"BEACON MEDASE CEILING OUTLETS. U.L. LISTED NFPA 99 COMPLIANT
MGO-1 MEDICAL GAS OUTLET 1/2"1/2"BEACON MEDAES OR EQUAL WALL OUTLET, PIN INDEXED, LATCH VALVE ASSEMBLY TO ACCEPT DISS QUICK CONNECT FRONT
ADAPTORS, U.L. LISTED NFPA 99 COMPLIANT. #0-DISWAL-U-OXY AND #O-DISWAL-U-VAC
MGM-1 MEDICAL GAS MANIFOLD 1/2"-BEACON MEDAES OR EQUAL, DOME LOADED DIGITAL MANIFOLD NFPA COMPLIANT, HEADER BAR ASSEMBLY #M2-HBTS-04U-OXY WITH
WALL BRACKET #M-X-HB-WLBRKIT.
FURNISH AND INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTALLATIONS AND RECOMMENDATIONS.
VACUUM PUMP SCHEDULE
SYM MANUFACTURER LOCATION
ELECTRICAL DATA SCFM @ 19"HG
RECEIVER
TANK SIZE
SYSTEM
BTU/HR NOISE LEVEL OPER.
WEIGHT (LBS)REMARKS
HP V PH.CYC.PUMP SYSTEM
BEACON MEDAES
MEDICAL
EQUIPMENT
ROOM
5 208 3 -21 21 80 GAL.10,178 76 1,219
ALLOW 36 INCHES IN FRONT OF CONTROL PANEL FOR
MAINTENANCE AND VENTILATION, ALL OTHER SIDES
REQUIRE 24 INCHES OF CLEARANCE. DISCHARGE FLEX
HOSES (2) SHIP LOOSE.
NOTES:
1. NORMAL OPERATING CONDITIONS AT A MAXIMUM AMBIENT OF 105°F. CONSULT FACTORY FOR HIGHER AMBIENT CONDITIONS
2. ALL CAPACITIES ARE SHOWN AS NFPA SYSTEM CAPACITIES (RESERVE VACUUM PUMP ON STANDBY).
3. ALL SYSTEM BTU/HR ARE SHOWN WITH RESERVE VACUUM PUMP ON STANDBY
4. ALL NOSE LEVELS ARE SHOWN IN dB(A) AND REFLECT RESERVE PUMP ON STANDY
VP
1
PIPE MATERIAL SCHEDULE
SERVICE LOCATION MATERIALS
HARD DRAWN COPPER TYPE L" ASTM B88. PERMANENTLY COLOR MARKED WITH
MANUFACTURER'S TRADEMARK AND COUNTRY OF ORIGIN. TYPE "L" SHALL BE
MARKED IN BLUE.DOMESTIC
WATER ABOVE GRADE
HUBLESS, CAST IRON SOIL PIPE AND FITTING, MIN. HUSKY 4 BAND CLAMPS, SERVICE
CLASS, ASTM A888 AND CISPI 301. PROVIDE CORROSION PROTECTION PER ASTM
A674 OR AWWA C105, EXTERIOR PIPING
SANITARY
WASTE
AND VENT
ABOVE AND
BELOW GRADE
MEDICAL AIR,
O₂, AND
VACUUM,
WAGD PIPING
COPPER MEDICAL GAS TUBE TYPE "L" ASTM B819, SEAMLESS, DRAWN TEMPER
THAT HAS BEEN MANUFACTURED CLEANED, PURGED, AND SEALED FOR MEDICAL
GAS SERVICE OR IN ACCORDANCE WITH CGA G-4.1 FOR OXYGEN SERVICE. INCLUDE
STANDARD COLOR MARKING "OXY", "MED", OXY/MED", OXY/ACR" OR "ACR/MED" IN
BLUE. ALL JOINTS SHALL BE BRAZED AWS A5.8M/A5.8, BCuP SERIES,
COPPER-PHOSPHORUS ALLOYS.
ABOVE GRADE
DATE DESCRIPTION
REVISIONS
STAMP
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
ADA COMPLIANCE NOTES
1.COVERED EXPOSED HOT AND COLD WATER PIPING AND WASTE PIPING AT ALL
LAVATORIES WITH NEATLY PRE-FORMED PIPE INSULATION, MCGUIRE OR
APPROVED EQUIVALENT.
2.ALL PIPING UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE
COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER
LAVATORIES.
3.FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH
ONE HANDED AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR
TWISTING OF THE WRIST.
4.THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN
5 LBF. LEVER OPERATED, PUSH TYPE, AND ELECTRONICALLY CONTROLLED
MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING
VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10
SECONDS.
5.ACCESSIBLE PLUMBING FIXTURES SHALL COMPLY WITH ALL OF THE
REQUIREMENTS OF CBC 2019 CHAPTER 11B-DIVISION 6. HEIGHTS AND
LOCATION OF ALL FIXTURES SHALL BE ACCORDING TO CBC TABLE 11B-604.9.
FIXTURE CONTROLS SHALL COMPLY WITH CHAPTER SECTION 11B-309.4.
HARD DRAWN COPPER TYPE L" ASTM B88. PERMANENTLY COLOR MARKED WITH
MANUFACTURER'S TRADEMARK AND COUNTRY OF ORIGIN. TYPE "L" SHALL BE
MARKED IN BLUE.
RELIEF VENTS ABOVE GRADE
P-0.1
PLUMBING SCHEDULES
DN.
U
P
EP
WH
(E) COSTUMER AREA
(E) COSTUMER AREA
(E) BAR AREA
(E) MEN'S
RESTROOM
(E) WOMEN'S
RESTROOM
(E) KITCHEN AREA
(E) GAS METER
LV D1URD1
WC D1
WC D1
WC D1
LV D1 LV D1
GREASE
TRAP
D1
D1
D1
D1
D2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
P-2.0
DEMOLITION PLUMBING
PLAN
N
DEMOLITION PLUMBING PLAN SCALE
1/4"=1'-0"1
KEY NOTES
REMOVE AND DISPOSE OF EXISTING PLUMBING
FIXTURES AS INDICATED. ASSOCIATED SUPPLY
PIPING SHALL BE CAPPED/PLUGGED ABOVE
CEILING, AND FLOOR BELOW (WASTE), AND
PREP FOR FUTURE CONNECTION. EXISTING
BRANCH PIPING THAT ARE NOT BEING UTILIZED
SHALL BE CAPPED BACK AT SOURCE MAIN - NO
DEAD LEG PIPING. CONTRACTOR TO VERIFY
EXACT SIZE AND ROUTING PRIOR TO START OF
DEMOLITION.
EXISTING NATURAL GAS METER TO BE
REMOVED, DEMO-ED AND PIPING CAPPED PER
THE LOCAL UTILITY REQUIREMENTS. THE
CONTRACTOR SHALL COORDINATE WITH THE
LOCAL UTILITY PRIOR TO DEMOLITION.
D1
D2
FEC
SCRUBS
1
2
3
4
BIOHZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
WHEEL
CHAIR
30"
48
"
5'-0"
T
Y
P
ZVB
(OR)
ZVB
(PRE/POST)
ZVB
(ENDO)
HPWH
1
2"FS-1
TP-1
VP
1
LV-1
TMV-1
WC-1
S-1
TMV-1
LV-1
TMV-1
WC-1
MS-1
S-2
S-3
WC-1
LV-1
TMV-1
KS-1RB-1
S-4
TMV-1
VA
C
O2
VA
C
WA
G
D
O2 O2
WA
G
D
/
V
A
C
MAP-1
ET
1
CP
1
O2
O2
+60"AFF
+60"AFF
+60"AFF
+60"AFF
+66"AFF
OM
1
BFP
1
S-5
1/2"CW UP
THRU ROOF
1/2"CW UP
THRU ROOF
1
1-
1
/
2
"
C
W
1-
1
/
2
"
C
W
1-
1
/
2
"
C
W
1-1/2"CW
1-1/2"CW
1-
1
/
2
"
C
W
1-1/4"CW
3/
4
"
C
W
3/
4
"
H
W
1-
1
/
4
"
C
W
1-
1
/
4
"
H
W
1/
2
"
H
W
R
1/2"HW
1/2"CW
1/2"HW
3/4"CW
3/4"HW3/4"HW
1"HW
1"HW
+66"AFF
+66"AFF AAP-1
WA
G
D
WA
G
D
1/2" O2
CEILING OUTLETS
1 O2
3 VAC
1 WAGD
3/4" O2
1/2" O2
1/2" O2WAGD/VAC WAGD/VAC
WAGD/VAC
WA
G
D
/
V
A
C
WA
G
D
/
V
A
C
3/4" WAGD/VAC
3/4" WAGD/VAC
3/4" WAGD/VAC
1/2"WAGD
1/2"O2
1/2"VAC
1/2"WAGD
1/2"O2
3/4" WAGD/VAC
1/2"WAGD
1/2"O2
1/2"VAC
1/2"WAGD
1/2"O2
3/4" WAGD/VAC
1-1/4" WAGD/VAC
3/4" O2
1" WAGD/VAC
3/4" O2
1-1/4"
WAGD/VAC
3/4" WAGD/VAC
1/2"WAGD
1/2"O2
1/2"VAC
1/2"WAGD
1/2"O2
3/4" WAGD/VAC
1/2"WAGD
1/2"O2
1/2"VAC
1/2"VAC
1" WAGD/VAC
3/4" WAGD/VAC
CEILING OUTLETS
1 O2
2 VAC
1 WAGD
CEILING OUTLETS
1 O2
3 VAC
1 WAGD
CEILING OUTLETS
1 O2
2 VAC
1 WAGD
2 O2 OUTLETS
3 VAC OUTLETS
2 WAGD
2 O2 OUTLETS
3 VAC OUTLETS
2 WAGD
2 O2 OUTLETS
3 VAC OUTLETS
2 WAGD
2 O2 OUTLETS
3 VAC OUTLETS
2 WAGD
HB-1
HB-1
E-31
TMV-1
EEW-1
TMV-1
BV
1
3/
4
"
H
W
3/
4
"
C
W
1/2"CW
1/2"HW
1/2"CW
1-
1
/
2
"
C
W
1/
2
"
H
W
1/
2
"
C
W
3/
4
"
H
W
1-
1
/
4
"
C
W
1/
2
"
H
W
R
1/2"HWR
2
MGO-1
MGO-1
MGO-1
MGO-1
MGCO-1
MGCO-1
MGCO-1
MGCO-1
VAC1/2"VAC1/2"
E-18 E-18
2"VAC OUTLETS
2"VAC OUTLETS
+42"AFF +42"AFF
E-14
1/
2
"
C
W
1/2"CW
E-30
BFP-2
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
P-2.1
NEW PLUMBING PIPING
FLOOR PLAN
N
NEW PLUMBING PIPING FLOOR PLAN SCALE
1/4"=1'-0"1
KEY NOTES
THE SIZE OF THE WATER METER AND BUILDING
SUPPLY PIPE SHALL BE IN ACCORDANCE WITH
2022 CPC 610.8 AND TABLE 610.4.
CONTRACTOR TO COORDINATE WITH THE
LOCAL WATER DEPARTMENT ON THE EXISTING
WATER METER SIZE AND REQUIREMENTS.
PROPOSE UPGRADE OF EXISTING 5/8" WATER
METER TO 1-1/2" WATER METER.
CONNECT THE NEW DOMESTIC COLD WATER
LINE TO AN EXISTING COLD WATER LINE OF
EQUAL OR GREATER SIZE. FIELD VERIFY THE
EXACT LOCATION AND SIZE OF THE EXISTING
WATER LINE PRIOR TO CONSTRUCTION.
ADJUST THE NEW WATER LAYOUT AS
REQUIRED TO ALLOW FOR CONNECTION TO
THE EXISTING WATER SYSTEM.
1
2
GENERAL NOTES
1.VACUUM SLIDES TO BE PROVIDED AT ALL
VACUUM OUTLETS
FEC
SCRUBS
1
2
3
4
BIOHZD
STOR
100A
WAITING RM.
101
RECEPTION
102
RESTROOM
103
HOLDING
PRE/POST OP
104
STATION
NURSE
105
ROOM
OPERATING
106
HALLWAY
SEMI RESTRICTED
107
PROCEDURE
ENDOSCOPY
108
CHANGING RM.
STAFF
109
RESTROOM
STAFF
116
BREAK ROOM
111
SUPPLY STORAGE
STERILE
112
ROOM
DECONTAMINATION
113
ROOM.
SOILED
114
RESTROOM
PATIENT
115
EVS
DN.
90
UPS
U
P
90B
VACUUM
110
OFFICE
DESK
W/
UPPERS
FULL
HEIGHT
STOR
LAB.
REF.
EP
100
ENTRY
117
HALLWAY
DICTATION
DESK
90A
MED GAS
WH
FEC
WHEEL
CHAIR
30"
48
"
5'-0"
T
Y
P
LV-1
WCO
WC-1
S-1
LV-1
WCO
WC-1
MS-1
WCO
S-2
WCO
S-3
WCO
WC-1
LV-1
KS-1
WCO
S-4
WCO
(E)CO
2"
W
2"
W
4"
W
4"W
4"
W
2"W
2"W
(E)4"W
(E
)
4
"
W
(E)4"W (E)4"W (E)4"W (E)4"W
2"
W
2"
W
4"
W
2"W
4"
W
4"
W
4"
W
3"W
4"
W
4"W
2"
W
2"
V
2"V
2"
V
2"V
2"V
2"V
2"
V
2"
V
2"
V
2"
V
2"
V
2"
V
2"V2"V
2"FS-1
WCO
FCO 2"W
2"
W
HPWH
1
VP
1
3/4"RV
3/4"RV
S-5
WCO
2"W
2"V
2"W
(RR)
2"W
1
1 1
1
DB-1
2"VTR
3"VTR
E-18 E-18
1
2"
W
2"V
E-30
2"FS-1
2"FS-1
2"V
2"
V
2"
V
WCO
2"
W
2"W 2"W
2"V
2
"
W
N
NEW SANITARY AND VENT FLOOR PLAN SCALE
1/4"=1'-0"1
KEY NOTES
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
P-2.2
NEW SANITARY AND
VENT FLOOR PLAN
CONNECT THE NEW SANITARY SEWER TO THE
EXISTING SANITARY SEWER OF EQUAL OR
GREATER SIZE. FIELD VERIFY THE EXACT
LOCATION, SIZE, AND INVERT ELEVATION OF
THE EXISTING SANITARY SEWER PRIOR TO
CONSTRUCTION. ADJUST THE NEW SANITARY
SEWER AS REQUIRED TO ALLOW FOR
CONNECTION TO THE EXISTING SANITARY
SEWER SYSTEM. MAINTAIN CODE MINIMUM
PIPE SLOPES.
1
2"VTR
2"VTR
3"VTR
3/4"RV
(O2)
ACC-2
ACC-3
24x16
HUMIDIFIER
ACC-1
15'-0" CLEARANCE
3/4"RV
(VAC)
3/4"CD
3/
4
"
C
D
3/4"DRAIN
3/4"DRAIN
RR-1
BFP
2
BFP
2
HUMIDIFIER
SEE MECH PLANS
HUMIDIFIER
SEE MECH PLANS
HVAC SEE
MECH PLANS
HVAC SEE
MECH PLANS
2"V
TURN DOWN
15'-0" CLEARANCE
15'-0" CLEARANCE
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
E
-
P
L
A
N
N
I
N
G
-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
P-3.1
PLUMBING ROOF PLAN
N
PLUMBING ROOF PLAN SCALE
1/4"=1'-0"1
FIRST FLOOR
ROOF
FIRST FLOOR
ROOF
2"CW (39)
NEW 1-1/2" WATER
METER
BFP
12"
12"
HB-1
CWFU: 2.5
S-4
TMV-1
HWFU: 1
CWFU: 1
1/
2
"
H
W
1/
2
"
C
W
BFP
2 HUMIDIFIER
CWFU: 0.5
12"
BFP
2 HUMIDIFIER
CWFU: 0.5
12"
2"CW (36.5)2"CW (35.5)
1/
2
"
H
W
1/
2
"
C
W
1/2"
HPWH
1
ET
1
CP
1 S-1
TMV-1
HWFU: 1
CWFU: 1
1/
2
"
H
W
1/
2
"
C
W
LV-1
TMV-1
HWFU: 1
CWFU: 1
1/
2
"
H
W
1/
2
"
C
W
(
2
)
WC-1
CWFU: 5
1-
1
/
4
"
C
W
1-1/4"CW (5)1-1/4"CW (7)1-1/4"CW (8)
1/2"HW (1)1/2"HW (2)
LV-1
TMV-1
HWFU: 1
CWFU: 1
1/
2
"
H
W
1/
2
"
C
W
WC-1
CWFU: 5
1-
1
/
4
"
C
W
1-1/4"CW (5)1-1/4"CW (6)
1/2"HW (1)
E-31
TMV-1
HWFU: 1
CWFU: 1
1/
2
"
H
W
1/
2
"
C
W
3/4"CW (4)
3/4"HW (4)
S-2
EEW-1
TMV-1
HWFU: 3
CWFU: 3
1/
2
"
H
W
1/
2
"
C
W
1/2"CW (3)
1/2"HW (3)
MS-1
HWFU: 3
CWFU: 3
1/
2
"
H
W
1/
2
"
C
W
S-5
HWFU: 2
CWFU: 2
1/
2
"
H
W
1/
2
"
C
W
LV-1
TMV-1
HWFU:1
CWFU:1
1/
2
"
H
W
1/
2
"
C
W
WC-1
CWFU: 5
1-
1
/
4
"
C
W
1/2"CW (1)1-1/4"CW (6)1-1/4"CW (6)1-1/4"CW (8)
1/2"CW (2)
RB-1
CWFU: 0.5
1/2"CW (2.5)
1/
2
"
C
W
KS-1
HWFU: 2
CWFU: 2
1/
2
"
H
W
1/
2
"
C
W
1/2"CW (22
1/2"CW (2)
1/2"HW (3)
3/4"CW (4.5)
3/4"HW (5)
1-1/2"CW (12.5)
3/4"HW (5)
1-1/2"CW (12.5)
3/4"HW (5)3/4"HW (6)3/4"HW (8)
1-1/2"CW (15.5)
1"HW (11)
1-1/2"CW (19.5)
1"HW (15)
1-1/2"CW (25.5)
1"HW (16)
1-1/2"CW (33.5)
1-1/4"HW (18)
S-3
HWFU: 2
CWFU: 2
1/
2
"
H
W
1/
2
"
C
W
1/2"HW (1)1/2"HW (1)1/2"HWR
BV
1
1/2"HWR
1-1/2"CW (33.5)1-1/2"CW (34)
12"
HB-1
CWFU: 1
HB-1
CWFU: 1
FIRST FLOOR
ROOF
FIRST FLOOR
ROOF
CO(E)4"W (0)
FCO
2"W (0)
2"W (0)
2"W (0)
2"
V
(
0
)
2"FS-1
WCO
(0 DFU)
LV-1
WCO
(1 DFU)
1-
1
/
4
"
V
(
1
)
2"W (1)
S-1
(1 DFU)
1-
1
/
4
"
V
(
1
)
2"W (2)
2"
V
(
4
)
WC-1
(4 DFU)
4"W (4)
4"W (6)
2"W (0)
RR-1
(0 DFU)2"
V
VENT
TURN-DOWN
4"W (6)
S-4
(1 DFU)
1-
1
/
4
"
V
(
1
)
4"W (7)
WCOWCOWCO
LV-1
WCO
(1 DFU)
1-
1
/
4
"
V
(
1
)
WCOWC-1
(4 DFU)
2"W (1)4"W (5)
S-2
(2 DFU)
WCO
DB-1
(2 DFU)
4"W (9)
2"W (4)3"W (3)
MS-1
WCO
(3 DFU)WCO
2"
V
(
4
)
2"
V
(
4
)
2"
V
(
3
)
WC-1
(4 DFU)
2"
V
(
4
)
4"W (12)4"W (16)
S-5
(2 DFU)
1-
1
/
4
"
V
(
2
)
WCO
4"W (18)
LV-1
WCO
(1 DFU)
1-
1
/
4
"
V
(
1
)
4"W (19)
S-3
(2 DFU)
1-
1
/
4
"
V
(
1
)
WCO
(E)4"W (0)(E)4"W (7)(E)4"W (9)
KS-1
(2 DFU)
1-
1
/
2
"
V
(
2
)
WCO
(E)4"W (9)(E)4"W (28)(E)4"W (30)
2"VTR
0 DFU
2"VTR
7 DFU
2"V (1)2"V (5)2"V (2)2"V (1)
3"VTR
23 DFU
2"V (2)2"V (2)2"V (2)
2"V (4)2"V (5)2"V (9)2"V (12)
2"V (21)
2"V (1)2"V (5)2"V (9)
2"V (2)
1/4" PER 1'-0"
SLOPE
1/8" PER 1'-0"
SLOPE
1/4" PER 1'-0"
SLOPE
1/8" PER 1'-0"
SLOPE
1/8" PER 1'-0"
SLOPE
1/8" PER 1'-0"
SLOPE
1/8" PER 1'-0"
SLOPE
1/4" PER 1'-0"
SLOPE
DATE DESCRIPTION
REVISIONS
STAMP
A
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H
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N
N
I
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-
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
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1
0
8
0
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-
5
0
9
3
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1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
P-4.1
PLUMBING RISER
DIAGRAMS
SANITARY AND VENT RISER DIAGRAM
TOTAL DOMESTIC WATER CALCULATIONS
QUANTITY PLUMBING FIXTURES MARK
100% H.W.F.U.100% C.W.F.U.
H.W.F.U TOTAL
H.W.F.U C.W.F.U.TOTAL
C.W.F.U
0 WATER CLOSET (FLUSH TANK)WC 2.5 0.0
3 WATER CLOSET (FLUSH VALVE)WC 5 15.0
0 URINAL (FLUSH VALVE)UR 4 0.0
5 LAVATORY LV 1 5.0 1 5.0
1 KITCHEN SINK KS 2 2.0 2 2.0
2 SINKS S 2 4.0 2 4.0
1 DECON SINK WITH EYE WASH S-2
EEW-1 3 3.0 3 3.0
1 REFRIGERATOR BOX RB-1 .5 0.5
1 SERVICE (UTILITY) SINK MS 3 3.0 3 3.0
2 HUMIDIFIER .5 1.0
1 MEDIVATOR E-31 1 1.0 1 1.0
1 HOSE BIBB 2.5 2.5
2 ADDTIONAL HOSE BIBB 1 2.0
TOTAL 75% H.W.F.U.TOTAL 100% C.W.F.U
18.0 39.0
10 GPM 37 GPM
TOTAL WATER SIZING CALCULATION
PRESSURE AVAILABLE MINIMUM = 68 PSI
A) PRESSURE LOSS FROM STREET TO BUILDING ENTRANCE
1. METER LOSS (1-1/2" METER AT 39 CWFU / 46 GPM FLUSH TANK)
2. BACKFLOW PREVENTER 2" (46 GPM)
3. TOTAL LOSSES
1.7 PSI
11 PSI
12.7 PSI
4. MINIMUM WATER PRESSURE (MINIMUM PSI - A3) 55.3 PSI
B) PRESSURE LOSSES IN BUILDING
1. STATIC LOSS 14 FT. X .433
2. PRESSURE REQUIRED AT FARTHEST FIXTURE
3. TOTAL LOSSES
6.062 PSI
30 PSI
36.062 PSI
C) UNIFORM FRICTION LOSS CALCULATION
1. PRESSURE AVAILABLE FOR FRICTION (A4 - B3)
3. DEVELOPED LENGTH OF SYSTEM
4. EQUIVALENT LENGTH OF SYSTEM = (C3 X 1.25)
5. UNIFORM FRICTION HEAD LOSS = (C2 X 100)/C4
18.738 PSI
200 FT
250 FT
7.49 PSI
PIPE SIZED ON PIPE FRICTION LOSS OF 7.4 PSI / 100'
COPPER PIPE SIZE SCHEDULE
PIPE SIZE
COLD WATER HOT WATER
GPM
MAX FU
GPM
MAX FU
FT FV FT
1/2"1 3 -1 3
3/4"3 10 -3 8
1"7 23 -7 16
1 1/4"13 49 11 13 28
1 1/2"21 103 35 21 46
2"45 254 132 45 119
2-1/2"82 455 329 74 245
PIPE SIZING BASED ON 7.4 PSI/FT AND MAXIMUM VELOCITY OF 8 FPS (CW) AND 5 FPS
(HW). COPPER TYPE "L"
DOMESTIC WATER RISER DIAGRAM
SANITARY AND VENT CALCULATIONS
QUANTITY PLUMBING FIXTURES MARK WASTE F.U.
EA.
WASTE F.U.
TOTAL
0 WATER CLOSET (FLUSH TANK)WC 4 0.0
3 WATER CLOSET (FLUSH VALVE)WC 4 12.0
0 URINAL (FLUSH VALVE)UR 2 0.0
3 LAVATORY LV 1 3.0
2 MEDICAL HAND SINK S-1
S-4 1 2.0
3 SINKS
S-2
S-3
S-5
2 6.0
1 KITCHEN SINK KS 2 2.0
1 SERVICE (UTILITY) SINK MS 3 3.0
2 HUMIDIFIER 0 FS
1 MEDIVATOR DB-1 2 2.0
1 FLOOR SINK RR 0 0.0
TOTAL DFU
30.0
15 GPM
DATE DESCRIPTION
REVISIONS
STAMP
A
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A
N
N
I
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-
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I
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
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1
0
8
0
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-
5
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9
3
T
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0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
HEAT PUMP WATER HEATER SCHEDULE
SYMBOL LOCATION SERVICE MANUFACTURER
STORAGE
CAPACITY
(GALLON)
WATER SUPPLY
COMPRESS
OR BTU/HR
FIRST HOUR
RATING
(GALLONS)
GAL / HR AT
90°F RISE
HEATING ELEMENTS ELECTRICAL DATA DIMENSIONS
OPER.
WEIGHT (LBS)REMARKSINLET
TEMP.
OUTLET
TEMP.
NUMBER
OF
ELEMENTS
ELEMENTAL
WATTAGE
TOTAL
WATTAGE AMPS VOLTS PHASE HZ DIA.HEIGHT
90B DOMESTIC HOT
WATER
RHEEM
HPLD40-1RH 40 64°F 140°F 4,200 87 GPH 27 GPH 1 4500 5000 21 208 3 60 20-1/4"62-5/16"550
PROVIDE HOLDRITE #40-S-24-U
24IN X 24 IN QUICK STAND WATER
HEATER 120°F MASTER MIXING
VALVE
EWH
1
RECIRCULATING PUMP SCHEDULE
SYMBOL LOCATION SERVICE MANUFACTURER MODEL TYPE
CIRCULATING FLUID ELECTRICAL DATA
RPM OPER. WEIGHT
(LBS)REMARKS
FLUID FLOW GPM HEAD FT TEMP.W V PH.HZ
90B HOT WATER
RECIRCULATION
ENOVATIVE
AUTHOT DC055A INLINE DOMESTIC
WATER 2 10 110°F 87 115 1 60 3,496 10
3 SPEED CIRCULATOR PUMP WITH STAINLESS STEEL PUMP
HOUSING. 55 SERIES PUMP, COMMERCIAL EMS, (3) TEMP
SENSORS
CP
1
EXPANSION TANK SCHEDULE
SYMBOL MANUFACTURER MODEL SERVICE LOCATION
TOTAL
SYSTEM
VOLUME
(GAL)
EXPANSION
FACTOR
PRESSURE
FACTOR
VOLUME DATA / GALLONS
(MINIMUM)MAX.
ACCEPTANCE
FACTOR
DIMENSION (IN)PRESSURE
RATING
SYSTEM
CONNECTION
SIZE
LBS REMARKS
DESIGN TOTAL DIA.HEIGHT.
AMTROL ST-12 HOT WATER
SYSTEM 90B 43 .0124 1.8 0.95 4.4 .73 11"15"150 PSIG 3/4" NPTM 60
SERVES HPWH-1, LISTED FOR POTABLE WATER. PROVIDE
HOLDRITE SEISMIC STRAPPINGET
1
BALANCING VALVE SCHEDULE
SYM MANUFACTURER MODEL SERVICE LOCATION CAPACITY
(GAL)
DIMENSIONS (IN)
PRESSURE
RATING
OPER. WEIGHT
(LBS)REMARKS
DIAMETER LENGTH
CIRCUIT SOLVER CSUAS-1/2-110 HOT WATER
RETURN 90B 2 2.0 12.8 200 PSIG
(14 BAR)5
CIRCUIT SOLVER UNION ASSEMBLY WITH STRAINER AS
INDICATED. SHALL BE SELF CONTAINED AND FULLY
AUTOMATIC WITHOUT ADDITIONAL PIPING OR CONTROL
MECHANISMS
BV
1
P-5.0
WATER HEATER DETAIL
FLOOR FLOOR
SEISMIC
RESTRAINT
STRAP
DISCONNECT
SWITCH BY
ELECTRICAL
HB-1
DRAIN
VALVE
1/2" AUTOMATIC AIR VENT
WATTS FV-4M1
CP
1
BV
1
ET
1
ENOVATIVE AUTOHOT
ON-DEMAND
COMMERCIAL
CONTROLLER
TO TEMP SENSORS
HOLDRITE #40-S-24-A
QUICKSTAND
24" X 24" WATER
HEATER AND
EQUIPMENT SUPPORT.
T&P
HPWH
1
HOLDRITE #QB-50-F
IAPMO #4744
WATER HEATER SEISMIC
RESTRAINT STRAP,
UPPER AND LOWER 1/3
NOTE:
1.INSTALL PER MANUFACTURER'S
INSTALLATIONS AND
RECOMMENDATIONS.
2.T&P VALVE DISCHARGE PIPING SHALL
TERMINATE THROUGH AN AIR GAP INTO
THE DRAINAGE SYSTEM OR OUTSIDE OF
THE BUILDING WITH THE END OF THE
PIPE NOT EXCEEDING 2FT IN LENGTH
AND A MINIMUM OF 6IN ABOVE THE
GROUND. CPC 608.5.
3.ALL PIPING TO BE INSULATED.
4.COLD WATER PIPING TO BE INSULATED
10 FEET FROM THE DOMESTIC HOT
WATER STORAGE TANK PER CEC
REQUIREMENTS.
5.HOSE BIBB TO BE PROVIDED BETWEEN
THE RECIRCULATION PUMP AND THE
WATER HEATING EQUIPMENT. HOSE
BIBB TO HAVE ISOLATION VALVE.
6.ANTI-SCALD VALVE IS MANDATORY
WITH A MAXIMUM 130°F TEMP. OR TO
LOCAL CODE.
CW
HW
HWR
CWHW
TRAP PRIMER
TO FLOOR DRAIN
TAILPIECE
3/4"CD & T&P TO
DISCHARGE
INDIRECTLY TO FLOOR
SINK
HOLDRITE
DRAIN PAN
CP-1 TEMP SENSORS
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
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P
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N
I
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
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0
8
0
4
-
5
0
9
3
T
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1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
BACKFLOW PREVENTER SCHEDULE
SYMBOL MANUFACTURER MODEL TYPE SERVICE CAPACITY
(GPM)
SIZE
(IN)
PRESSURE LOSS
(PSI)
DIMENSION (IN)
OPERATING
WEIGHT (LB)REMARKS
WIDTH LENGTH
APOLLO 4ALF-20-8-A4
REDUCED
PRESSURE
PRINCIPLE
WATER
ENTRANCE 46 2"11 5-7/8"20-1/8"30
PROVIDE WITH STRAINER
APOLLO 4ALF-20-3-A2
REDUCED
PRESSURE
PRINCIPLE
HUMIDIFIER 0.25 1/2"9 2-7/8"10-7/8"10
PROVIDE WITH STRAINER
NOTE:
1. ACCESS AND CLEARANCE SHALL BE PROVIDED FOR THE REQUIRED TESTING, MAINTENANCE, AND REPAIR. ACCESS AND CLEARANCE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, AND NOT LESS THAN 12 INCHES BETWEEN THE
LOWEST PORTION OF THE ASSEMBLY AND GRADE, FLOOR OR PLATFORM.
2. INSTALLATIONS ELEVATED THAT EXCEED 5 FEET ABOVE THE FLOOR OR GRADE SHALL BE PROVIDED WITH A PLATFORM CAPABLE OF SUPPORTING A TESTER OR MAINTENANCE PERSON.
3. THE OWNER/CONTRACTOR SHALL HAVE THE BACKFLOW PREVENTION ASSEMBLY TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER AT THE TIME OF INSTALLATION.
BFP
1
BFP
2
P-5.1
BACKFLOW PREVENTER
DETAIL
46 GPM
11 PSI LOSS
DATE DESCRIPTION
REVISIONS
STAMP
A
R
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H
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P
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N
I
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
SEISMIC SUPPORT NOTES
1.ALL BRACING OF DUCTS AND PIPING SHALL BE INSTALLED IN ACCORDANCE
WITH ONE OF THE FOLLOWING:
1.1."MASON" SEISMIC RESTRAINT GUIDELINES FOR SUSPENDED
DISTRIBUTION SYSTEMS
1.2."B-LINE / TOLCO" SEISMIC RESTRAINT SYSTEMS GUIDELINES.
2.THE SEISMIC ANCHORAGE FOR ALL MECHANICAL EQUIPMENT SHALL BE
DESIGNED TO WITHSTAND A LATERAL FORCE.
1. CALCULATED AS SPECIFIED IN SECTION 1616A OF THE VOL. 2, TITLE 24, 2022
CBC.
3.THE CAPACITY OF THE ANCHORAGE CONNECTORS IN SHEAR AND.OR TENSION
SHALL BE CLEARLY INDICATED IN THE CALCULATIONS, WHICH INDICATE, ICBO
REPORT NO. (IF APPLICABLE) THEIR TOTAL NUMBER SIZE, GRADE,
EMBEDMENT, EDGE DISTANCES, AND OTHER FACTORS WHICH AFFECT THE
CAPACITY IN SHEAR AND TENSION.
4.ANCHORAGE DETAILS FOR EQUIPMENT WHICH ARE NOT APPROVED DURING
PLAN REVIEW ARE SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER
OF RECORD PRIOR TO INSTALLATION AND INSPECTION BY THE PROJECT
INSPECTOR.
5.SUPPORTS AND ATTACHMENTS OF ALL EQUIPMENT TO BE INSTALLED AS A
PART OF THIS PROJECT SHALL BE DETAILED ON CONSTRUCTION DOCUMENTS,
EXCEPT THOSE EXEMPT BY THE 2019 CBC SECTION 1616A.1.18.
6.EQUIPMENT SUPPORTS AND ATTACHMENTS SHALL BE APPROVED BY THE
APPROPRIATE DESIGN PROFESSIONAL OF RECORD (DPR) AS A PART OF FIELD
REVIEWS / OBSERVATIONS. THE INSPECTOR OF RECORD (IOR) AND THE
UNIVERSITY'S REPRESENTATIVE SHALL ENSURE THAT THE ABOVE
REQUIREMENTS ARE ENFORCED.
7.A. LAYOUT DRAWINGS OF THE SUPPORTS, ATTACHMENTS AND BRACING
SYSTEMS IN ACCORDANCE WITH THE PRE APPROVAL SHALL BE SUBMITTED
TO THE REGISTERED DESIGN PROFESSIONAL (RDP) IN RESPONSIBLE CHARGE
OF THE PROJECT F0R REVIEW TO VERIFY THAT THE DETAILS ARE IN
CONFORMANCE WITH THE CODE REQUIREMENTS. THE LAYOUT DRAWINGS
SHALL AS A MINIMUM SATISFY THE REQUIREMENTS OF ASCE 7 SECTION 13.6
AS MODIFIED BY THE CBC 2019 SECTION 1616A.
a) THE STRUCTURAL ENGINEER OF RECORD (SEOR) SHALL VERIFY THAT THE
SUPPORTING STRUCTURE IS ADEQUATE FOR THE FORCES IMPOSED ON IT BY
THE SUPPORTS, ATTACHMENTS, AND BRACES INSTALLED IN ACCORDANCE
WITH THE PRE-APPROVAL IN ADDITION TO ALL OTHER LOADS.
b) THE SEOR SHALL FORWARD THE SUPPORTS, ATTACHMENTS, AND BRACING
DRAWINGS (INCLUDING APPROVED AMENDED CONSTRUCTION DOCUMENTS
FOR SUPPLEMENTARY FRAMING WHERE REQUIRED) TO THE DISCIPLINE IN
RESPONSIBLE CHARGE WITH A NOTATION INDICATING THAT THE DRAWINGS
HAVE BEEN REVIEWED AND ARE IN GENERAL CONFORMANCE WITH THE
PRE-APPROVAL AND THE DESIGN OF THE PROJECT.
c) A "REVIEW STAMP" OR "STATEMENT" OF CONFORMANCE MAY BE USED TO
INDICATE COMPLIANCE WITH THIS REQUIREMENT.
d) THE REGISTERED DESIGN PROFESSIONAL (RDP), OTHER THAN SEOR, MAY
PROVIDE THE "REVIEW STAMP" OR "STATEMENT OF CONFORMANCE" FOR
SMALL PROJECTS AT THE DISCRETION OF THE STRUCTURAL ENGINEER.
B. THE SEOR SHALL DESIGN ANY SUPPLEMENTARY FRAMING THAT IS NEEDED
TO RESIST THE LOADS. MAINTAIN STABILITY AND/OR IS REQUIRED FOR
INSTALLATION OF PRE-APPROVED SYSTEM. THE SUPPLEMENTARY FRAMING
SHALL BE SUBMITTED AS AN AMENDED CONSTRUCTION DOCUMENT (ACD).
C. THE LAYOUT DRAWINGS (WITH THE "REVIEW STAMP" OR "STATEMENT OF
CONFORMANCE") SHALL BE SUBMITTED FOR REVIEW.
1) STRUCTURE SUPPORTING THE DISTRIBUTION SYSTEM HAS ADEQUATE
CAPACITY.
2) SEISMIC DESIGN FORCES (FP) ARE IN ACCORDANCE WITH THE CBC 2019
a) SIZE OF DISTRIBUTION SYSTEM COMPONENTS
b) SPACING OF BRACING AND FLEX JOINTS, AND
c) SUBSTRATE FOR ATTACHMENTS
P-5.2
PIPING SUPPORT DETAIL
1
PIPE SIZE IN
INCHES
MAXIMUM SPAN BETWEEN
SUPPORT HANGERS O.C.HANGER ROD
DIAMETER SIZE
MAX. LENGTH
FOR RODS
LONGITUDINAL
ANGLE BRACE
VERTICAL
HANGER ANGLE
(STIFFNER)
TRANSVERSE
ANGLE BRACE BOLT SIZE
HORIZONTAL VERTICAL
COPPER TUBE AND PIPE
1/2" AND 3/4"6'-0"10'-0"3/8"37"1-1/2 X 1-1/2 X 18
GA. AT 80'-0" O.C.1 X 1 X 18 GA.1-1/2 X 1-1/2 X 18
GA. AT 40'-0" O.C.3/8"
1' THRU 1-1/2"6'-0"10'-0"3/8"37"1-1/2 X 1-1/2 X 18
GA. AT 80'-0" O.C.1 X 1 X 18 GA.1-1/2 X 1-1/2 X 18
GA. AT 40'-0" O.C.3/8"
2"10'-0"10'-0"3/8"37"1-1/2 X 1-1/2 X 18
GA. AT 80'-0" O.C.1 X 1 X 18 GA.2-1/2 X 2-1/2 X 16
GA. AT 40'-0" O.C.3/8"
STEEL PIPE FOR GAS
1/2" AND 3/4"6'-0"6'-0"3/8"37"1-1/2 X 1-1/2 X 18
GA. AT 80'-0" O.C.1 X 1 X 18 GA.1-1/2 X 1-1/2 X 18
GA. AT 40'-0" O.C.3/8"
1' THRU 1-1/2"8'-0"8'-0"3/8"37"1-1/2 X 1-1/2 X 18
GA. AT 80'-0" O.C.1 X 1 X 18 GA.1-1/2 X 1-1/2 X 18
GA. AT 40'-0" O.C.3/8"
2"10'-0"10'-0"3/8"37"2-1/2 X 2-1/2 X 16
GA. AT 80'-0" O.C.1 X 1 X 18 GA.2-1/2 X 2-1/2 X 16
GA. AT 40'-0" O.C.3/8"
SCHEDULE 40 PVC AND ABS DWV
1/2" AND 3/4"4'-0"10'-0"3/8"37"1-1/2 X 1-1/2 X 18
GA. AT 80'-0" O.C.1 X 1 X 18 GA.1-1/2 X 1-1/2 X 18
GA. AT 40'-0" O.C.3/8"
1' THRU 2"4'-0"10'-0"3/8"37"1-1/2 X 1-1/2 X 18
GA. AT 80'-0" O.C.1 X 1 X 18 GA.1-1/2 X 1-1/2 X 18
GA. AT 40'-0" O.C.3/8"
CAST IRON HUBLESS (NO-HUB)
1-1/2" AND 2"15'-0"3/8"37"1-1/2 X 1-1/2 X 18
GA. AT 80'-0" O.C.1 X 1 X 18 GA.1-1/2 X 1-1/2 X 18
GA. AT 40'-0" O.C.3/8"
3" THRU 6"REFER TO SMACNA GUIDELINES IN SCHEDULE BELOW
SUPPORT EVERY JOINT, SUPPORT SHALL BE WITHIN 18 INCHES OF JOINT ON BOTH SIDES. (SUPPORT ALSO REQUIRED AT EACH HORIZONTAL JOINT
CONNECTION.)
ALL PIPING 2-1/2" AND LARGER PER THE FOLLOWING SMACNA GUIDELINES
2-1/2"10'-0"10'-0"1/2"25"2-1/2 X 2-1/2 X 16
GA. @ 80'-0" O.C.2 X 2 X 16 GA.2-1/2 X 2-1/2 X 16
GA. AT 40'-0" O.C.3/8"
3"10'-0"10'-0"1/2"25"2-1/2 X 2-1/2 X 16
GA. @ 80'-0" O.C.2 X 2 X 16 GA.2-1/2 X 2-1/2 X 16
GA. AT 40'-0" O.C.3/8"
4"10'-0"10'-0"5/8"31"2-1/2 X 2-1/2 X 16
GA. @ 80'-0" O.C.2 X 2 X 16 GA.2-1/2 X 2-1/2 X 16
GA. AT 40'-0" O.C.1/2"
5"10'-0"10'-0"5/8"31"2-1/2 X 2-1/2 X 16
GA. @ 80'-0" O.C.2 X 2 X 16 GA.2-1/2 X 2-1/2 X 16
GA. AT 40'-0" O.C.1/2"
6"10'-0"10'-0"5/8"37"2-1/2 X 2-1/2 X 16
GA. @ 80'-0" O.C.2 X 2 X 16 GA.2-1/2 X 2-1/2 X 16
GA. AT 40'-0" O.C.1/2"
NOTES:
1. VERTICAL ANGLE ONLY REQUIRED WHEN ROD MAXIMUM LENGTH IS EXCEEDED. STIFFENER SHALL BE FULL LENGTH OF ROD LESS 2" ON EACH SIDE.
2. BRACING MAY BE OMITTED WHERE TOP OF PIPE IS 12" OR LESS FROM BOTTOM OF HANGER SUPPORT CONNECTED TO STRUCTURE.
3. ALLOW FOR EXPANSION EVERY 30'-0".
4. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER.
DO NOT HANG ONE PIPE FROM ANOTHER. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES.
HANGER SPACING FOR PIPE SIZE:
COPPER: 4"=12', 3"=11', 2-1/2"=10', 2"=9'. 1-1/2"=8', 1-1/4"=7', 1"=6', 3/4"=6', 1/2"=5'.
CAST IRON: 10' AND ONE NEAR ALL JOINTS.
STEEL: 4"=14', 3"=12', 2-1/2"=11', 2"=10', 1-1/2"=9', 1"=7', 3/4"=6', 1/2"=5'.
LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED. LOCATE HANGERS TO
TAKE LOAD OFF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING AS REQUIRED.
CHAIN OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE.
A
A
3
2 1 2
A
PIPING SUPPORT DETAIL
FOR CONNECTION TO
STRUCTURE SEE
STRUCTURAL DRAWINGS
LONGITUDINAL DIAGONAL
ANGLE (SLOPE 1 TO 1). FOR
SIZE AND SPACING. SEE
SCHEDULE ALT. SIDES EACH
BRACE.
ATTACH BOLT. SEE
SCHEDULE
FOR SIZE
"B-LINE" B327 SHORT ANGLE
OR EQUAL
INSULATION PER
CEC TABLE 123-A
TYPICAL PIPE. SEE PLAN
FOR SIZE AND LOCATION
HANGER ROD.
ADD VERTICAL ANGLE
STIFFENER IF LENGTH IS
GREATER THAN MAX. LENGTH
SHOWN ON PIPE SUPPORT
SCHEDULE
TRANSVERSE ANGLE BRACE.
ALTERNATE SIDES EVERY
BRACE
PIPE SLEEVE WITH I.D. 1/4"
LARGER THAN O.D OF BOLT
"B-LINE" B3100 CLEVIS
HANGER OR EQUAL. SEE
SCHEDULE FOR SPACING
"BLINE" B3162 OR EQUAL
PIPE SADDLE
PIPE 2-1/2" O.D. AND LARGER
FOR CONNECTION
TO STRUCTURE SEE
STRUCTURAL DRAWINGS
THREADED HANGER ROD.
ADD VERTICAL ANGLE
STIFFENER IF LENGTH IS
GREATER THAN MAX. LENGTH
SHOWN ON PIPE SUPPORT
SCHEDULE.NUT AND WASHER
TOP AND BOTTOM TRANSVERSE ANGLE BRACE.
ALTERNATE SIDES EVERY BRACE
STIFFENER SHALL BE
SPOT WELDED.
"BLINE" B3162 OR EQUAL
PIPE SADDLE
INSULATION PER
CEC TABLE 123-A
TYPICAL PIPE. SEE PLAN
FOR SIZE AND LOCATION
"B-LINE" - B3690
ADJUSTABLE "J" HANGER
PIPE 2" O.D. AND SMALLER
DATE DESCRIPTION
REVISIONS
STAMP
A
R
C
H
I
T
E
C
T
U
R
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P
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N
N
I
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G
-
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15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
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3
1
0
8
0
4
-
5
0
9
3
T
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3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
P-5.3
PLUMBING DETAILS
5 2
4 1
WALL CLEANOUT
INDIRECT DRAIN TO FLOOR SINK DETAIL
TRAP PRIMER DETAIL
VENT THROUGH ROOF DETAIL
PARAPET OR OTHER
VERTICAL SURFACE
ABV. ROOF
WATER HAMMER ARRESTOR DETAIL
TO FIXTURE UNITS
(TYP.)
HOT OR COLD
WATER SUPPLY
IF HORIZONTAL BRANCH
IS LESS THAN 20' LONG,
PROVIDE ONE WHA AT
END OF THE LINE
IF BRANCH IS GREATER
THAN 20' LONG, PROVIDE
ANOTHER WHA IN MIDDLE,
EACH SIZED FOR HALF
THE FIXTURE UNITS
MULTIPLE FIXTURESSINGLE FIXTURES
PDI SIZE
"A"
CONTRACTOR SHALL PROVIDE WATER HAMMER ARRESTERS BY
PRECISION PLUMBING PRODUCTS, JAY R SMITH, OR APPROVED
EQUAL WITH PISTON AND O-RING CONSTRUCTION, HAVING PDI
#WH-201, ASSE 1010 AND ANSI a112.261M CERTIFICATION. INSTALL IN
HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN.
INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE
THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES
SHOWN.
3 3/8"Ø
3
1
/
2
"
M
I
N
.
8
1
/
2
"
M
A
X
.
WATER HAMMER ARRESTOR
SCHEDULE
PDI
SIZE
PIPE
SIZE
FIXTURE
UNIT
LOAD
A 1/2"1-11
B 3/4"12-32
C 1"33-60
D 1 1/4"61-113
E 1 1/2"114-154
F 2"155-330
FIXTURE UNIT TABULATION
FIXTURE COLD HOT
WATER CLOSET - VALVE 8 -
WATER CLOSET - TANK 5 -
URINAL - VALVE 4 -
LAVATORY / SINK 1.5 1.5
SERVICE SINK 3 3
COMB. FIXTURE 3 3
FOR EQUIPMENT AND FIXTURES NOT LISTED
ABOVE, SIZE IN ACCORDANCE WITH LOAD
VALUES (WSFU) ASSIGN THE SAME.
IN COMPLIANCE WITH PDI WH201-06
RISER
ISOLATION VALVE
FITTING ADAPTER
THREADED END
CONNECTION
WATER HAMMER
ARRESTOR
DIA.
DRAIN LINE TO
DISCHARGE INDIRECTLY
PIPE PENETRATIONS IN
CABINETRY TO BE SEALED
WITH FLEXIBLE SEALER
AIR GAP = 2x DIA
1" MINIMUM
FLOOR SLAB
WASTE
FINISHED FLOOR
FLOOR GRATE
3WALL CLEANOUT DETAILS
DEEP SEAL P-TRAP
W/ TRAP PRIMER CONNECTION
1/2" TYPE "K" COPPER
1/2" COPPER TO
FLOOR DRAIN
TRAP
SUPPLY TUBE. CONNECT
DIRECTLY TO FIXTURE
WHEN DISTRIBUTION UNIT
IS NOT REQUIRED
JAY R. SMITH #2694
TRAP DEFENDER
1/2" CW
(TYP.)
BALL VALVE
DOMESTIC WATER
SUPPLY. REFER TO PLANS
FOR SIZE AND LOCATION
NOTE:
PROVIDE MAINTENANCE / INSPECTION ACCESS
FOR AUTOMATIC TRAP PRIMER, DISTRIBUTION
UNIT AND SHUT OFF VALVE.
ACCESS PANEL
DOORS SHALL BE
STAINLESS STEEL
FLOOR DRAIN
DATE DESCRIPTION
REVISIONS
STAMP
A
R
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H
I
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T
U
R
E
-
P
L
A
N
N
I
N
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-
I
N
T
E
R
I
O
R
S
15206 VENTURA BLVD. SUITE 201, SHERMAN OAKS, CA 90403
T
|
3
1
0
8
0
4
-
5
0
9
3
T
|
3
1
0
8
0
4
-
5
0
2
7
-
OUTPATIENT
SURGERY CENTER
80 W LIVE OAK
ARCADIA, CA 91007
DATE:
PROJECT NO.:
DRAWN BY:
CHECKED BY:
DATE DESCRIPTION
Engineering Corp
Mechanical Electrical Plumbing
1920 MAIN STREET, SUITE 820
IRVINE, CA 92614
TEL: 949.516.6480
CONSULTANT
STAMPED DATE: 3/11/2024
MG-23021
TP
HH
1
2
01-22-2024
3-12-2024 BACK CHECK 2 SUBMITTAL
10-23-2023 PLAN CHECK SUBMITTAL
1-22-2024 BACK CHECK SUBMITTAL
P-5.4
PLUMBING DETAILS
3SCALE: NO TO SCALE 2SCALE: NO TO SCALEMANIFOLD CONTROL PANEL FLOW DIAGRAM
1SCALE: NO TO SCALEMANIFOLD CONTROL PANEL MOUNTING DETAIL
AUTOMATIC MEDICAL GAS MANIFOLD DETAIL
DISS OUTLETS DETAIL
OXY
VAC
VAC OXYVAC
VAC
USE NO OIL
USE NO OIL
OXYGEN OXYGEN
2"
5"5"
4"
5/8"
1/2" O.D. TYPE "K"
COPPER PIPE
ROTATES
360 DEG. FOR
ENTRY
FROM ANY ANGLE
WALL THICKNESS MAY VARY
FROM 3/8" TO 1"
1 1/8"
11
1
/
4
"
5
3
/
4
"
3"5 7/8"
4"4"
5"
5
1
/
2
"
NOTE: FOR CSA/ISO, SUCTION
INLETS ARE NOT SUPPLIED WITH
SECONDARY CHECK VALVE. A
PRESSURE PLUG IS PROVIDED
FOR TESTING PURPOSES,
RATED AT 150 PSI.
stu stu xSy z R|
" '¶
CEILING OUTLETS
WALL OUTLETS
5"5"
5"5"5"
3/8"1 1/4"
1 1/8"
5
3
/
4
"
5"
3"5 7/8"
2"WALL THICKNESS MAY VARY
FROM 3/8" TO 1"
1/2" O.D. TYPE "K"
COPPER PIPE
4SCALE: NO TO SCALE
PROVIDE ESCUTCHEON
ROUTE TO APPROVED
CONDENSATE DRAIN
DRAINS SHALL BE INSULATED .
NOTE: ALL INTERIOR CONDENSATE
1/2"
3" MIN .
(INTERIOR ONLY)
H.V.A.C. UNIT
PLUGGED TEE
(CLEAN-OUT)
OR SOFFIT
LINE OF CEILING
UNION (TYP.)
RETURN BEND
VENT
GAS MANIFOLD
LEFT BANK
IN USE
READY
EMPTY
RIGHT BANK
TEST
IN USE
READY
EMPTY
OXYGEN
SOURCE VALVE
O2 TO BUILDING SYSTEM,
CONNECT TO
MASTER ALARM
PANEL AT LOBBY
RELIEF VENT TO
ATMOSPHERE
GAS MANIFOLD
LEFT BANK
IN USE
READY
EMPTY
RIGHT BANK
TEST
IN USE
READY
EMPTY
LOCATION OF
MOUNTING HOLES
LOCATE BRACKET
PER HORIZONTAL
LINE
77-1/2"
TO FLOOR
MOUNTING BRACKET
9-7/8"
17-1/4"
18
-
3
/
4
"
9-1/8"
SIDEFRONT
FIRE RATED WALL
(F2) SEE DETAIL F,
SHEET A-9.00
MOUNTING BRACKET
PROVIDED BY
MANUFACTURER
3/8" M.B. WITH SPRING
NUT IN MANUFACTURER
PROVIDED HOLES
(TYP. 4)
P1000 UNISTRUT
(TYP.)
EXTEND MIN. 1-STUD
BEYOND EACH SIDE
OF PANEL (3 STUDS MIN.)
(2) 10 SMS
@ EACH STUD
(TYP.)
22
-
3
/
8
"
BANK #1
MANIFOLD
(PRIMARY)
TOP VIEW
FRONT VIEW
BANK #2
MANIFOLD
(SECONDARY)
24" PIGTAILS
(TYP.)
SUPPORT BRACKET
PER STRUCTURAL
CYLINDER
FINISHED FLOOR
REFER TO DETAIL 5 / S-1.01
FOR WALL MOUNTED
EQUIPMENT ANCHORAGE
REFER TO STRUCTURAL
DRAWINGS FOR MED GAS
TANK & JT RACK
ANCHORAGE.
CONDENSATE DRAIN W/VENT AT FAN COIL UNIT
TERMINATE THRU FINISHED CEILING OR
SECONDARY OR OVERFLOW DRAIN ,
SOFFIT .
5SCALE: NO TO SCALE