HomeMy WebLinkAbout26 Civic Center Plz - REV 5 - PlanNOTE: INSULATE
HOT WATER & DRAIN
PIPE. THERE SHALL
BE NO SHARP OR
ABRASIVE OBJECTS
UNDER THE
LAVATORY
LAVATORY AND MIRROR ACCESSIBLE URINAL
MIRROR
0'
-
9
"
M
I
N
.
40
"
M
A
X
.
KNEE CLR
8" MIN.
25" MAX.
17" MIN.
27
"
M
I
N
.
29
"
M
I
N
.
34
"
M
A
X
.
18" MIN.
17
"
M
A
X
.
44
"
M
A
X
.
13 1/2" MIN.
FLUSH
CONTROL OR
AUTOMATIC
FLUSH VALVE
24" MIN.12" MIN.
36" MIN.
17" TO 18"
PARTITION OR FIXTURE
60" MIN. TO
ACCESSIBLE TOILET
1-1/2"1-1/2"
GRAB BAR
17
"
T
O
1
9
"
F
O
R
AC
C
T
.
O
.
S
E
A
T
FL
U
S
H
C
O
N
T
R
O
L
44
"
M
A
X
.
T
O
12" MAX.42" MIN.
7"-9"
54" MIN.
24" MIN.
48" CLEAR AT ACCESSIBLE TOILET WITH FRONT DOOR
60" CLEAR AT ACCESSIBLE
TOILET COMPARTMENT WITH SIDE DOOR
TO
O
U
T
L
E
T
19
"
M
I
N
.
TO
3
6
"
M
A
X
.
33
"
M
I
N
.
TOILET PAPER
HOLDER
GRAB BAR
1'
-
0
"
4'
-
6
"
PER PLANS
15
"
M
I
N
.
48
"
M
A
X
.
ACCESSIBLE TOILET URINAL SCREEN ELECTRICAL
SWITCHES &
OUTLETS
PUSH BUTTON
DOOR OPERATOR
44
"
A
.
F
.
F
.
30
"
T
O
40
"
M
A
X
.
3'
-
6
"
6'
-
8
"
OR
6
"
M
I
N
.
B
E
L
O
W
CE
I
L
I
N
G
W
H
I
C
H
E
V
E
R
IS
L
O
W
E
R
AC
C
.
M
A
X
.
4'
-
0
"
5'
-
0
"
AC
C
.
M
A
X
.
4'
-
0
"
5'
-
0
"
(4
8
"
M
A
X
.
)
40
"
T
O
HA
N
D
L
E
C
E
N
T
E
R
WIDTH PER
ELEVATIONS
4'
-
2
"
T
Y
P
.
W
H
E
N
O
P
E
N
34
"
M
A
X
.
T
O
T
O
P
O
F
WO
R
K
S
U
R
F
A
C
E
B.
O
.
RE
F
L
E
C
T
.SU
R
F
A
C
E
BABY
CHANGER
(HORIZONTAL)
SANITAR
Y
NAPKIN/
TAMPON
VENDOR
PAPER
TOWEL
DISPENSER
AND WASTE
RECEPTACLE
TOILET SEAT COVER
AND TOILET TISSUE
DISPENSER W/
SANITARY NAPKIN
DISPOSAL AT
WOMEN'S TOILET
HAND DRYER SOAP
DISPENSER
0' - 4" MAX.
SIDE FRONT
40" MAX. (36" MAX. FOR
CHILDREN) A.F.F. TO
OPERABLE PARTS
(INCLUDING COINSLOTS)
OF ALL ACCESSORIES
CARD
READER
FIRE ALARM
(STROBE AND
ALARM/STROBE)
PULL
STATION
HAT AND
COAT
HOOK
MOP
HOLDER
FIRE EXTINGUISHER
CABINET
MIRROR
NOTE:
48" MAX. HEIGHT WITH UP TO 20" MAX HORIZONTAL OBSTRUCTION FOR FORWARD REACH OR UP TO 10"
MAX. HORIZONTAL OBSTRUCTION FOR SIDE REACH
44" MAX. HEIGHT FORWARD REACH WITH >20" TO 25" MAX. HORIZONTAL OBSTRUCTION.
46" MAX. SIDE REACH WITH >10" TO 24" MAX. HORIZONTAL OBSTRUCTION
HORIZONTAL OBSTRUCTION UP TO 34" MAX. HEIGHTCBC 2022
11B-603.5 ACCESSORIES
ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40" MAX AFF.
EXCEPTION: BABY DIAPER CHANGING STATIONS.
NOTES:
1. FLUSH CONTROLS FOR THE WATER CLOSETS SHALL BE AUTOMATIC OR OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWIST OF THE WRIST. CONTROLS FOR THE FLUSH
VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44" A.F.F. THE FORCE TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LB.
2. FLUSH CONTROLS FOR THE URINALS SHALL BE AUTOMATIC OR OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWIST OF THE WRIST AND SHALL BE MOUNTED NO MORE
THAN 44" A.F.F. THE FORCE TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LB.
3. LAVATORY FAUCET CONTROLS SHALL BE AUTOMATIC OR OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWIST OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE
CONTROLS SHALL BE NO GREATER THAN 5 LB.
8"
A
F
F
0'
-
7
"
T
O
35
"
M
I
N
.
0'
-
5
"
M
A
X
VERTICAL
ACTUATOR
UNOBSTRUCTED
TOE CLR.
0' - 6" MAX.
11" MIN.
27
"
C
A
N
E
D
E
T
E
T
I
O
N
9"
M
I
N
.
C
L
R
36
"
M
A
X
.
FO
R
C
H
I
L
D
R
E
N
WIDTH PER
ELEVATIONS
4'
-
2
"
T
Y
P
.
B.
O
.
RE
F
L
E
C
T
.SU
R
F
A
C
E
SOAP
DISPENSER
36" MAX. FOR CHILDREN
A.F.F. TO OPERABLE
PARTS (INCLUDING
COINSLOTS) OF ALL
ACCESSORIES
MIRROR
MOUNTING HEIGHTS FOR CHILDREN
HAND DRYER
0' - 4" MAX.
SIDE FRONT 27
"
C
A
N
E
D
E
T
E
T
I
O
N
9"
M
I
N
.
C
L
R
NOTE: INSULATE
HOT WATER & DRAIN
PIPE. THERE SHALL
BE NO SHARP OR
ABRASIVE OBJECTS
UNDER THE
LAVATORY
LAVATORY AND MIRROR ACCESSIBLE URINAL
MIRROR
0'
-
5
"
M
I
N
.
FO
R
C
H
I
L
D
R
E
N
36
"
M
A
X
.
KNEE CLR
8" MIN.
25" MAX.
17" MIN.
27
"
M
I
N
.
29
"
M
I
N
.
FO
R
C
H
I
L
D
R
E
N
34
"
M
A
X
.
,
2
9
"
M
A
X
.
18" MIN.
AC
C
T
.
O
.
S
E
A
T
17
"
M
A
X
.
F
O
R
44
"
M
A
X
.
13 1/2" MIN.
FLUSH
CONTROL OR
AUTOMATIC
FLUSH VALVE
24" MIN.12" MIN.
36" MIN.
FOR CHILDREN
15" TO 18"
PARTITION OR FIXTURE
60" MIN. TO
ACCESSIBLE TOILET
1-1/2"1-1/2"
GRAB BAR
TOE CLR.
0' - 6" MAX.
11" MIN.
FO
R
C
H
I
L
D
R
E
N
'
S
T
O
I
L
E
T
15
"
T
O
1
7
"
T
.
O
.
S
E
A
T
FL
U
S
H
C
O
N
T
R
O
L
36
"
M
A
X
.
T
O
12" MAX.42" MIN.
FOR CHILDREN
7"-9"
54" MIN.
24" MIN.
48" CLEAR AT ACCESSIBLE TOILET WITH FRONT DOOR
60" CLEAR AT ACCESSIBLE
TOILET COMPARTMENT WITH SIDE DOOR
DI
S
P
E
N
S
E
R
F
O
R
C
H
I
L
D
R
E
N
14
"
-
1
9
"
TO
B
.
O
.
O
U
T
L
E
T
O
F
T
O
I
L
E
T
P
A
P
E
R
FO
R
C
H
I
L
D
R
E
N
25
"
-
2
7
"
TOILET PAPER
HOLDER
GRAB BAR
ACCESSIBLE TOILET
A.
F
.
F
.
T
O
TO
P
O
F
GR
I
P
P
I
N
G
SU
R
F
A
C
E
UNOBSTRUCTED
FORWARD REACH
KNEE CLEARANCE HANDRAIL @
RAMP
HANDRAIL @
WALKING SURFACES
34
"
-
3
8
"
34
"
-
3
8
"
MIN.
1' - 0"
MIN.
1' - 0"
MIN.
0' - 1 1/2"
MI
N
.
0'
-
1
1
/
2
"
X
<
4
"
MI
N
.
0'
-
9
"
27
"
M
I
N
.
MIN.
0' - 11"
MIN.
0' - 8"
MI
N
.
0'
-
9
"
MIN.
0' - 11"
MIN.
0' - 8"
30" MIN.
25
"
M
A
X
.
OBSTRUCTED FORWARD REACH
15
"
M
I
N
.
48
"
M
A
X
.
48
"
M
A
X
.
20" MAX.
44
"
M
A
X
.
MAX.
>20-25"
UNOBSTRUCTED
SIDE REACH
15
"
M
I
N
.
48
"
M
A
X
.
MAX.
0' - 10"
OBSTRUCTED SIDE REACH
48
"
M
A
X
.
MAX.
0' - 10"
46
"
M
A
X
.
34
"
M
A
X
.
MAX.
>10-24"
34
"
M
A
X
.
•
•
•
* THE SPACE BETWEEN GRAB BAR AND PROJECTING OBJECTS:
ABOVE= 12" MIN CLR
BELOW= 1-1/2" MIN. CLR
AT ENDS= 1-1/2" MIN. CLR
•
•
•
* THE SPACE BETWEEN GRAB BAR AND PROJECTING OBJECTS:
ABOVE= 12" MIN CLR
BELOW= 1-1/2" MIN. CLR
AT ENDS= 1-1/2" MIN. CLR
PER CBC 11B-308
FORWARD REACH: OBSTRUCTED
48" MAX. HEIGHT WITH UP TO 20" MAX HORIZONTAL OBSTRUCTION, OR
44" MAX. HEIGHT WITH >20" TO 25" MAX. HORIZONTAL OBSTRUCTION.
SIDE REACH: OBSTRUCTED
48" MAX. HEIGHT WITH UP TO 10" MAX. DEPTH OF HORIZONTAL
OBSTRUCTION, OR 46" MAX. WITH >10" TO 24" MAX. DEPTH HORIZONTAL
OBSTRUCTION
HORIZONTAL OBSTRUCTION UP TO 34" MAX. HEIGHT
#132
RFI
#132
RFI
#132
RFI
#132
RFI
2'
-
6
"
0'
-
6
"
M
A
X
.
30
"
M
A
X
A
F
F
T
O
B
U
B
B
L
E
R
F
O
R
C
H
I
L
D
R
E
N
36
"
M
A
X
A
F
F
T
O
B
U
B
B
L
E
R
FO
R
S
T
A
N
D
I
N
G
P
E
R
S
O
N
38
"
M
I
N
.
T
O
4
3
"
M
A
X
A
F
F
T
O
B
U
B
B
L
E
R
S.S RAILING MOUNTED TO
WELDED TRIPLE STUD WALL IF
NOT IN WALLED ALCOVE
WING WALL, ALCOVE, OR S.S.
RAILING TO BE 32" MIN. WIDE AND
AS DEEP AS DRINKING FOUNTAIN
OPENING FORCE TO BE LESS
THAN 5 POUNDS. WATER
STREAM PARALLEL TO FRONT
EDGE. SPOUT TO PROVIDE A
FLOW OF WATER 4" HIGH
OPER PARTS
6" MAX TO
8" MAX
15" MIN.5" MAX.
24
"
M
I
N
.
A
F
F
F
O
R
C
H
I
L
D
R
E
N
27
"
M
I
N
.
A
F
F
F
O
R
K
N
E
E
S
P
A
C
E
18" MIN. TO 19" MAX.
DRINKING FOUNTAIN
11" MIN
9"
M
I
N
.
STANDING HEIGHT FOUNTAIN
CBC 2016 11B-602
1' - 4" CLEAR 1' - 4" CLEAR 1' - 4" CLEAR
8"MI
N
1
'
-
7
"
;
M
A
X
1
'
-
9
"
ACCESSIBLE HEIGHT FOUNTAIN
STANDING HEIGHT FOUNTAIN
FOR ACCESSIBLE FOUNTAIN:
36" MAX. A.F.F. TO BUBBLER (ADULT)
32" MAX. A.F.F. TO BUBBLER (CHILDREN)
FOR STANDING PERSONS:
38" MIN. TO 43" MAX A.F.F. TO BUBBLER
CBC 2016 11B-602
ACCESSIBLE HEIGHT PUSH BUTTON
FOR BOTTLE FILLER
48" MAX. A.F.F.
1' - 4"1' - 4"
8"
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A0.5-1
DISABLE ACCESS
COMPLIANCE
MOUNTING
HEIGHTS AND
LOCATIONS
1/4" = 1'-0"14 DA- MOUNTING HEIGHT STANDARDS
1" = 1'-0"01 DA- DRINKING FOUNTAIN
1" = 1'-0"09 DA- DRINKING FOUNTAIN PLAN
1" = 1'-0"05 DA- DRINKING FOUNTAIN ELEVATION
REV 5 - Bldg #101124388, Elect #20186445,
Plumb #30149102, Mech #40140576
APPROVALS:
PLNG - F. Arias
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. SotoELECT/MECH/
PLUMB - CSG
R
SM
-
1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
OPS2
SM
-
1
SM
-
1
SM
-
1
OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2OPS2OPS2OPS2OPS2
SM-1
FOL-2FOL-2FOL-2FOL-2FOL-2
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
SM-1
SM-1
FOL-2 FOL-2 FOL-2 FOL-2 FOL-2FOL-2FOL-2FOL-2
LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3
LOCL-2
LOCL-2
LOCL-2
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-2 LOCL-2 LOCL-2 LOCL-2
FE
C
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SOPS SOPS
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12345678910
C
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H
Printer +
copier
Misc.
storage
MECH
003
ELEVATOR-ABAN.
007 FIRE AL.RM
006
MECH-ABAN.
008
ARCHIVES
002
STAFF
OFFICE
001
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
ALL GENDER
RESTROOM
010
OFFICE
017
Work
table
Compact
shelving
Work tables
Cabinets
Locker &
Cabinets
Snack
Machine
Drink
Machine
Work table
Cabinets
5 Drawer
lateral file
cabinets
open shelves
Book shelves
Op
e
n
S
h
e
l
v
e
s
Op
e
n
S
h
e
l
v
e
s
STAFF
BREAK
ROOM
004
(E) ELEV.
CONTROL
RM.
005A
OFFICE
016
Compact
shelving
ELECTRICAL
019
ELEV.
CONTROL
018
Existing PAM CabinetEx
i
s
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i
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Ca
b
i
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t
Ne
w
PA
M
Ca
b
i
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t
New Cabinet
14' - 0"
STORAGE
005
Trash/
Recycle
Bin
JANITOR.
023
Ca
b
i
n
e
t
s
12' - 0"5' - 10 1/2"17' - 3 1/4"
ALL GENDER
RESTROOM
011
STORAGE
022
#020
ASI
#019
ASI
#019
ASI
#019
ASI
A2.5-8
3
#020
ASI
#104
RFI
1.FURNITURE PLANS ARE PROVIDED FOR REFERENCE ONLY
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A10.1-1
FURNITURE PLAN-
BASEMENT (FOR
REFERENCE ONLY)
1/8" = 1'-0"1 FP00 - BASEMENT FFE
R
SM
-
1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
SM
-
1
SM
-
1
SM
-
1
SM-1
FOL-2FOL-2FOL-2FOL-2FOL-2
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
SM-1
SM-1
FOL-2 FOL-2 FOL-2 FOL-2 FOL-2FOL-2FOL-2FOL-2
LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3
LOCL-2
LOCL-2
LOCL-2
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-2 LOCL-2 LOCL-2 LOCL-2
FE
C
FE
C
FE
C
FE
C
FE
C
DW
SM
-
1
SM
-
1
SM
-
1
SM
-
1
SM
-
1
SM
-
1
SM
-
1
SM
-
2
SM
-
1
SM-1
SM
-
1
SM
-
1
SM-1
SM
-
1
FE
C
SM
-
1
INSERTION
POINT
(N
)
(N)
(N
)
(N)
J
(N
)
(N)
(N
)
(N
)
(N)
J
(N
)
J
(N
)
J
(N
)
(N
)
(N)(N)(N)(N)(N)
(N)
J
(N
)
(N)
(N
)
(N)(N)
J
(N
)
(N)
5' -6-1/2"
4'
-
9
"
4' -0-1/2"
7' -11"
3'
-
1
1
-
1
/
2
"
5' -6-1/2"5'
5' -10"
5'5' -6-1/2"5'5' -6-1/2"5' -6-1/2"5'
7'
-
1
0
"
7' -8-1/2"
7' -6"
5'
3' -9"
FIELD CUT
WORKSURFACE
AROUND COLUMN.
STATION HAS A
SMALLER WIDTH
OVERHEAD
FIELD CUT
WORKSURFACE
AROUND COLUMN.
STATION HAS A
SMALLER WIDTH
OVERHEAD
FIELD CUT TOP AROUND
COLUMN.
THE OVERHEAD/SLATWALL ARE
SHORTER IN THIS OFFICE DUE
TO THE COLUMN.
FIELD CUT
WORKSURFACE
AROUND COLUMN.
STATION HAS A
SMALLER WIDTH
OVERHEAD
FIELD CUT WORKSURFACE
AROUND COLUMN.
STATION HAS A SMALLER
WIDTH OVERHEAD
FIELD CUT TOP AROUND
COLUMN.
THE OVERHEAD/SLATWALL ARE
SHORTER IN THIS OFFICE DUE
TO THE COLUMN.
WS-1
WS-1 WS-1
CR-4
CR-4
WS-1
CT-1
WS-2
CT-1
SS-1B
ST-3
WS-1
CT-1
WS-3
CT-1
WS-1
WS-1
SS-1B
WS-1 WS-1
SS-1A
CR-4
ST-3
CT-1
SS-1B
CR-3
WS-2
CT-1
WS-1
SS-1B
WS-3
CT-1
ST-3
CT-1
CR-4
CR-4
WS-4
SS-1B
CT-1
SS-1B
CT-1
WS-3
SS-1B
WS-1
TR-1B
SS-1B
ST-3
ST-3
WS-3
SS-1A
CT-1
SS-1B
CT-1
TR-1C
WS-1
ST-3
SS-1B
CT-1
WS-3
ST-3
CT-1
WS-1
ST-3
WS-1
SS-1B
CT-1
WS-1
WS-1
CT-1
CR-4
CT-1
SS-1B
CR-3
CT-1
SS-1B SS-1B
CR-3
ST-3
ST-2
CT-1
SS-1A
CT-1
WS-3
ST-3
CT-1
ST-3ST-3
FL-1
CT-1
SS-1A
SS-1A
WS-3
ST-3
WS-1
CT-1
WS-3
SS-1B
WS-1
SS-1A
CT-1
CT-1
SS-1A
WS-1 WS-1
SS-1B
CT-1
CR-3
CT-1
ST-3 ST-3
TR-1D
CT-1
SS-1A
CT-1
WS-1
SS-1B
SS-1A
SS-1A
CT-1
WS-1
SS-1A
WS-1
ST-3
SS-1B
WS-1
ST-4
CT-1
WS-1
ST-3
ST-3
WS-4
SS-1B
ST-3
ST-3
CT-1
ST-4
WS-3
CT-1
WS-4
WS-3
WS-1
WS-2
WS-3
ST-3
CT-1
CT-1
CT-1
CT-1
CT-1
WS-1
WS-3
WS-1
WS-2
WS-4
CR-3
WS-1
WS-1
CT-1
WS-3
CR-4
SS-1A
SS-1B
CT-1
WS-3
CT-1
CR-3
CT-1
WS-3
WS-1
SS-1A
FL-1
SS-1B
ST-3
CT-1
WS-1
CR-3
ST-3
SS-1B
CT-1
CT-1
SS-1B
SS-1A
WS-2
CT-1
WS-1
CT-1
WS-4
CT-1CT-1CT-1 CT-1CT-1
3'
2'
-
8
-
1
/
2
"
7' -6-1/2"
4'
3'
-
8
"
2'
9' -2-1/2"
5'
-
4
"
3'
7'
7'
1'
-
3
"
3'
6' -11"
3' -10"3' -10"
4' -11-1/2"
2'
-
6
"
3' -7"
2' -5-1/2"
3'
3'
-
2
"
6' -9"
4' -10"
3'
3' -0-1/2"
4' -3"
6' -5-1/2"
3' -10"
1
4C
2
4C
2
4C
3 3
4C
1
4C
2
4C
14C
2 1
1
22
3
4C4C
3
1
4C4C
2
3
3
2 1
1
1 3
2
3
2
1
4C
1
4C
3
2
4C 4C
3
4C
2
4C
1
1
2
4C 4C
1
4C
3
4C
1
4C
3
2
4C
22
2
3
3
4C3
4C
4C
3 3
4C
4C
3
2
4C
4C
3 1
4C
3
4C 4C
3
2
1
4C4C
3
3
2
1
4C
2
4C
4C
3
4C
3 3
4C 4C
3
2
2
4C 4C
1
1
1
11
3
1
1
1
4C
3
4C
3
4C2
3
4C
3
4C
PAS.FS1.OS1
PAS.FS1.OS1
PAS.FS1.OS1 PAS.FS1.OS1
PAS.F
S
1
7
.
S
S
3
PAS.X
G
V
PAS.F
S
1
7
.
S
S
3
PAS.X
G
V
PAS.FS17.SS2PAS.XGV PAS.FS17.SS2PAS.XGV
PAS
.
F
S
2
.
B
N
S
2
PAS
.
X
G
V
PAS
.
F
S
2
.
B
N
S
2
PAS
.
X
G
V
PAS.FS1.OS3
PAS.FS1.OS3
PAS.FS2.BNS4PAS.XGVPAS.FS2.BNS3PAS.XGV
15'
ELECT-VIEWELECT-TYPE
ELECTRICAL
MCP
FT FT FT FT FT FT
+42"
+42"
+42"
+42"+42"
DW
+18"
+42"
RF.
+42"
+42"
+18"
+18"
P P P P P P
J J J J J
J
J J
J
12345678910
C
D
E
F
G
H
Printer +
copier
Misc.
storage
MECH
003
ELEVATOR-ABAN.
007
FIRE AL.RM
006
MECH-ABAN.
008
ARCHIVES
002
STAFF
OFFICE
001
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
ALL GENDER
RESTROOM
010
OFFICE
017
Compact
shelving
Locker &
Cabinets
Snack
Machine
Drink
Machine
Op
e
n
S
h
e
l
v
e
s
STAFF
BREAK
ROOM
004
(E) ELEV.
CONTROL
RM.
005A
OFFICE
016
Compact
shelving
ELECTRICAL
019
ELEV.
CONTROL
018
Existing PAM Cabinet
Existing Microfilm
Cabinet
STORAGE
005
Trash/
Recycle
Bin
JANITOR.
023
ALL GENDER
RESTROOM
011
STORAGE
022
A2.5-8
3
SHOULD BE FOUR OUTLETS HERE
DATA PROVIDED THROUGH FLOOR BOX
FOLLOW FURNITURE VENDOR'S DIM
FOR FOUR OUTLETS PANEL AND
DATA
RELOCATE FOUR OUTLETS
PANEL AND DATA
FOLLOW FURNITURE VENDOR'S DIM
FOR FOUR OUTLETS PANEL AND
DATA
RELOCATE FOUR OUTLETS
PANEL AND DATA
FOLLOW FURNITURE VENDOR'S DIM
FOR FOUR OUTLETS PANEL AND
DATA
9'
-
0
"
7' - 10"
ALIGN W. C.L. OF COLUMN
ALIGN W. C.L. OF COLUMN ALIGN W. C.L. OF COLUMN ALIGN W. C.L. OF COLUMN
ALIGN WITH GRID ALIGN WITH GRID
FC3
2D
FC3
2D
FC3
4D
FC6
4D
9"
2'
-
9
"
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A10.2-1
FURNITURE
POWER/DATA
PLAN- BASEMENT
(FOR REFERENCE
ONLY)
1/8" = 1'-0"1 FP00 - BASEMENT FFE POWER/DATA
#009
ASI
1. REFER TO THIS SHEET FOR APPROXIMATE POWER AND DATA LOCATION.
FOLLOW THE MOUNTING DIMENSION RULES IN SHEET A0.6-2 AND SPECS. IF
WE REQUIRE FOR SPECIFIC LOCATION WE WOULD PROVIDE DIMENSIONS .
12345678910
C
D
E
F
G
H
D003D010
7' - 0 3/4"
8'
-
8
3
/
4
"
V.
I
.
F
7'
-
0
3
/
4
"
V.
I
.
F
1'
-
8
"
V.I.F
4' - 11 1/4"
RETURN AIR CHASE
D002D002
D002D002
D002D002
D002D002
D002D002
D004D004
D002
(R) STEPPED
SEATING
AREA
FRIEND'S
AREA
STORAGE/MECHANICAL
REFERENCE TEEN SPACE
YOUTH
SERVICES
TECHNICAL
SERVICES
TEEN SPACE
ACTIVITY
TEEN SPACE
OFFICE
ADULT
COMPUTER
LAB
D010
D035
#41
RFI
INDICATES AREA OF
SLAB ON GRADE DEMO
AS REQUIRED BY PIT
WALL SHORING
REQUIREMENTS. SLAB
ON GRADE DEMO
EXTENT PER
CONTRACTOR.
#41
RFI
#019
ASI
#019
ASI
#020
ASI #020
ASI
#020
ASI
#020
ASI
MI
N
.
3'
-
0
"
MIN.
3' - 0"
MIN.
3' - 0"
MI
N
.
3'
-
0
"
#41.1
RFI
WALL TYPE LEGEND
EXISTING WALL, TO REMAIN
EXISTING WALL, TO BE DEMOLISHED
NEW WALL
(E) WALL, REMOVED FINISHES TO STUDS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
COORDINATE WITH ALL OTHER DEMOLITION SHEETS.
REFER TO SHEET A2.0-10, PROTECTION GENERAL
NOTES, REFER TO SECTIONS: 02 4119.13 - SELECTIVE
BUILDING DEMOLITION, 02 4296 - HISTORIC REMOVAL
AND DISMANTLING
NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY, RE: A2.0-13.
(PLAQUES SHALL BE REMOVED WITH CARE AND
PROVIDED TO THE CITY/LIBRARY.
(R) ALL FURNITURE LEFT IN THE BUILDING INCLUDING
BUT NOT LIMITED TO SHELVING, BUILT-IN CABINETS,
DESKS, EQUIPMENT, APPLIANCES, BULLETIN BOARDS
AND SIGNAGE.
DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.
PROTECTED AREAS TO REMAIN.
IF AREAS THAT ARE NOT SHEDULED TO BE REMOVED
ARE DAMAGED, DOCUMENT AND NOTIFY THE
ARCHITECT FOR HOW TO REPAIR.
(R) ALL FLOOR FINISHES U.O.N.
REFER TO DOOR SCHEDULE FOR DOORS TO BE SAVED
AND REUSED. (R) ALL OTHER DOORS, FRAMES, AND
HARDWARE.
PROVIDE TEMP. SHORING FOR ESCAVATION OF
SKYLIGHT WELLS.
TRENCH FOR FLOOR BOXE 8" WIDE, TYP.
REFER TO C-1.20 FOR MORE SITE DEMO ELEMENTS
DEMOLITION NOTES:
DEMOLITION PLAN LEGEND
EXISTING FLOOR, SLAB, CURB, ETC, TO BE
DEMOLISHED
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A2.0-0
DEMOLITION
BASEMENT FLOOR
PLAN
KEYNOTE
NO.KEYNOTE TEXT
D002 (R) WALL
D003 (R) CASEWORK
D004 (R) PLUMBING FIXTURES AND PARTITIONS
DEMO
D010 (R) DEMO SLAB
D035 FOR EXISTING WALLS REMAINED AT
RESTROOMS, DEMO FINISH AND DRYWALL
DOWN TO THE STUD AT THE RESTROOM
INTERIOR SIDE
1/8" = 1'-0"1 (D) FPB - BASEMENT PLAN - DEMOLITION
WH
1
2345678910
C
D
E
F
G
H
D035
SINK TO
REMAIN
SLAB TRENCH FOR
FLOOR BOX
SLAB TRENCH FOR
FLOOR BOX
A3.0-11
A3.0-1
4
A3.0-1
3
A3.0-1 2
12' - 0"
PARTIALLY DEMOLISH (E)
WALL TO ACCOMMODATE
(N) OPENING
DEMOLISH EXTERIOR
GATE AND FENCES
SLAB TRENCH FOR
FLOOR BOX
8'
-
9
"
7' - 1"V.I.F
4' - 10"
V.
I
.
F
6'
-
1
1
1
/
2
"
V.
I
.
F
1'
-
9
1
/
2
"
DEMOLISH ALL EXISTING
RESTROOM FINISHES.
WALLS TO REMAIN U.O.N
D004
D004
D002
D002
D007
D003
D002
D002
D002
D002
D002D002
D002D002
D002
D002
D004D004
D002D002
D002D002
6'
-
1
1
3
/
4
"
8'
-
1
1
1
/
4
"
7'
-
3
1
/
2
"
6'
-
2
1
/
2
"
EQ
EQ
D003D003D003
D003
CHILDREN STACKS
MAIN READING ROOM
INFORMATIONS
MEN RR.WOMEN
RR.
HISTORY ROOM
REFERENCE OFFICE
STAFF LOUNGESERVICE
RESTROOMSTORAGE
BOOK
RETURN
SOUTH
ENTRANCE
CHILDREN STAGE
BOYS.GILRSMECH.STORAGE
JAN.
D010
D010
D011
1' - 4 3/4"
13' - 7"
D035
D010
D020
D017
D017
D015
18' - 0"
18' - 0"
18' - 0"
D010
D010
D018
D018
D029A
D030
D032
D032
D032
D032
S.C.D. AND S.L.D. FOR
SITE DEMO ELEMENTS
D035
D035
D002AD035
D035 D035
VESTIBULE
SORTING
#59
RFI
#59
RFI
#52
RFI
#019
ASI
#019
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
D029B D029B
D029B D029B
#110
RFI
#126
RFI
A8.8-5
1
WALL TYPE LEGEND
EXISTING WALL, TO REMAIN
EXISTING WALL, TO BE DEMOLISHED
NEW WALL
(E) WALL, REMOVED FINISHES TO STUDS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
COORDINATE WITH ALL OTHER DEMOLITION SHEETS.
REFER TO SHEET A2.0-10, PROTECTION GENERAL
NOTES, REFER TO SECTIONS: 02 4119.13 - SELECTIVE
BUILDING DEMOLITION, 02 4296 - HISTORIC REMOVAL
AND DISMANTLING
NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY, RE: A2.0-13.
(PLAQUES SHALL BE REMOVED WITH CARE AND
PROVIDED TO THE CITY/LIBRARY.
(R) ALL FURNITURE LEFT IN THE BUILDING INCLUDING
BUT NOT LIMITED TO SHELVING, BUILT-IN CABINETS,
DESKS, EQUIPMENT, APPLIANCES, BULLETIN BOARDS
AND SIGNAGE.
DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.
PROTECTED AREAS TO REMAIN.
IF AREAS THAT ARE NOT SHEDULED TO BE REMOVED
ARE DAMAGED, DOCUMENT AND NOTIFY THE
ARCHITECT FOR HOW TO REPAIR.
(R) ALL FLOOR FINISHES U.O.N.
REFER TO DOOR SCHEDULE FOR DOORS TO BE SAVED
AND REUSED. (R) ALL OTHER DOORS, FRAMES, AND
HARDWARE.
PROVIDE TEMP. SHORING FOR ESCAVATION OF
SKYLIGHT WELLS.
TRENCH FOR FLOOR BOXE 8" WIDE, TYP.
REFER TO C-1.20 FOR MORE SITE DEMO ELEMENTS
DEMOLITION NOTES:
DEMOLITION PLAN LEGEND
EXISTING FLOOR, SLAB, CURB, ETC, TO BE
DEMOLISHED
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A2.0-1
DEMOLITION FIRST
FLOOR PLAN
KEYNOTE
NO.KEYNOTE TEXT
D002 (R) WALL
D002A (R) REPAIR/RECONST RUCTION OF EXISTING
CHASE WALL FOR NEW TOILET CARRIAGES
D003 (R) CASEWORK
D004 (R) PLUMBING FIXTURES AND PARTITIONS DEMO
D007 (R) EXISTING EXTERIOR WALL FOR NEW OPENING
DEMO
D010 (R) DEMO SLAB
D011 (R) BOOK RETURN
D015 (R) BIKE RACK
D017 (R) PUBLIC TELEPHONE, AND CONDUIT AND
WIRING
D018 (R) DOOR AND TRANSOM FRAME
D020 (R) DEMO DRINKING FOUNTAINS
D029A (R) REMOVE EXISTING TILE, THINSET AND
CONCRETE FILLER
D029B (R) REMOVE CARPET AND CONCRETE FILLER
D030 EXISTING RETURN/DISPLAY TO BE RESTORED
D032 (R) WINDOW
D035 FOR EXISTING WALLS REMAINED AT
RESTROOMS, DEMO FINISH AND DRYWALL DOWN
TO THE STUD AT THE RESTROOM INTERIOR SIDE
1/8" = 1'-0"1 (D) FP01- FIRST FLOOR PLAN- DEMOLITION
#020
ASI
#020
ASI
FEC
FE
C
A3.1-101
A3.4-1
12345678910
C
D
E
F
G
H
1
A2.5-1
3
A2.5-2
2
A2.5-6
7
A2.5-5
4YOUTH
STACKS
117
BOOKMOBILE
ROOM
103
STAFF-WOMEN
RESTROOM
104
STAFF MEN
RESTROOM
105
MEN RR
110 WOMEN RR
111
JAN. RM
112
MECH.
113
ALL GENDER
RESTROOM
114
ALL GENDER
RESTROOM
115
ADULT
STACKS
119
YOUTH
STACKS
118
GREAT
READING
ROOM
101
I.T.
106
SORTING
123STORAGE
108
(E) PORTE
COCHERE SOUTH ENTRY
AREA
A7.3-1
2
(E) ELEV.
BOOKSTORE
109
0806
A2.5-6
14
115
101
102
103105
106
107
113
104
109
116
TODDLERS
AND
INFANTS
120
FAMILY
ZONE
121
110
111
112
109
102
123
OFFICE
103A
120-E
NURSING/SENSORY
116
1STG1-E
1STG2-E
123B-E ST4-E
103B-E
C24a
1401
STORAGE
124
UP
UPUP
DN
DN
DN
1403
MEETING/COMMUNITY
ROOM
102
A5.0-1
6
C24W
A5.0-1
10
i102B
A5.0-1
A3.1-1
4
A3.1-1
3
A3.1-1 2
A3.1-1
5
106
6'
-
1
0
"
4'
-
8
5
/
8
"
A5.0-3
13
7' - 7 1/2"
VESTIBULE
107
VESTIBULE
100
A5.0-1
2
A9.5-1A
16
A2.5-9
1A2.5-93
102C 102D
110
111
108
DN
ST-01ST-02
ST-03
ST-04
C24a
C23.6a
C24a
C24
F14 F14
C24
C24F14F14
F14
F14
F14
F14a
C24
G26aG26a
G26a C24
F14
C24
F14
C24
C24
C24
C24 C24a
F14a
G23a
G23a
G23a G23a
C24a B24a
F14a
F14a
F14a
F14a
F14a
C24a
F14a
B24a
F14aF14a
F14a
B26a
B24a
C24
C24
B24a
B24a
G26a
102A
103A
102B
C.L.2'
-
2
"
107
101
i122a
iI2b
4' - 7 1/2"
DN
115
F14
F14
C14a
B26
F14
F14
C24a
EXISTING STAIRS,
SEE HISTORIC
BUILDING CODES
PER NOTE ON
A0.4-0
EXISTING STAIRS,
SEE HISTORIC
BUILDING CODES
PER NOTE ON
A0.4-0
FLOOR ABOVE
1059
2307
1407
2307
G24a
G24a
G24a
124
B24 C14a
103-I
100
KID'S AREA
N.A.P.
A2.5-1 7
A2.5-1
9
123C
1
A5.0-5
1
0317
0317
A2.6-11
E24a
G1.2-37
G1.2-46
G1.2-4
8
9
G1.2-4
10
108
1017
1017
1017
1017
1018 1018
10181018
1018
1018
1017
1017 1017
1017
1018
1018
1018
1018
10171017
1018
1018
113
F14
F14
V.I.F
28' - 5"
09420942
09420942
C24a
C
B24a
G1.2-8
3
4
G1.2-8
F14
ADD 5/8" GYP BOARD
ON WALL TO CONCEAL
ANGLE PLATE AND
WEDGE ANCHOR
#8
RFI
8'
-
3
1
/
2
"
3'
-
0
"
A8.8-210
D24a
F14a
C24a
#17
RFI
#17
RFI
#17
RFI
27' - 7"17' - 7"17' - 5"18' - 0 3/4"18' - 4 1/2"18' - 0 3/4"17' - 5"17' - 7"27' - 6 1/4"
1074
G24a
F12 F10
F10
F14 0943
0943
#013
ASI
#013
ASI
#013
ASI
#013
ASI
#013
ASI
105 104
#59
RFI
#59
RFI
#52
RFI
#019
ASI
#019
ASI
A1.2-2
3
A1.2-26
114
F14a
F14a F14a
C24a
B26a
F12F10
F12
112F14a
F14
C23.6a
F14a F14a
F14a
F14a
C24a
C24a
F10
F14 F10
F10 F10
F10
F10
F10 F10
F10
F10F12
F10
F12
F10
F10
F12
C14a
F12
F14
F12
F10
F10
F10
0943
0943
F10
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI #020
ASI
#020
ASI
#020
ASI
#020
ASI
#013
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
A5.0-3
3
#020
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#110
RFI
#114
RFI
#64
RFI
#64
RFI
F12
108-A
#022
ASI
#126
RFI
FIREPLACE
ROOM
122
25' - 5"
NEW LAYER OF GYP
BOARD APPLIED TO
EXISTING WALL ON WEST
SIDE
LEVEL 4 GYP BOARD
SURFACES
#116
WALL TYPE LEGEND
EXISTING WALL, TO REMAIN
NEW WALL
1-HOUR FIRE RATED WALL
NEW FURRED WALL
1. REFER TO SHEET C1.2-0 FOR DETAILED DEMO ITEMS
SHEET NOTES:
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
A2.4-2
FLOOR PLAN-
FIRST FLOOR
1/8" = 1'-0"1 FP01- FIRST FLOOR PLAN
523 W 6 th Street,
Suite 1013,
Los Angeles, CA 90014
KEYNOTE
NO.KEYNOTE TEXT
0317 (N) NEW SLAB FOR COMPACT SHELVING, SEE
2/S7.01
0806 INTERIOR STOREFRONT SYSTEM
0942 RECESSED PICTURE RAIL AT +7'-6"FF
0943 LEVEL 4 GYPSUM BOARD SURFACES FOR
EXISTING WALLS TYP, U.N.O. SEE SPECS #09 2900
3.5
1017 CORNER GUARD
1018 BUMPER RAIL
1059 CHUTE
1074 TWO LAYERS OF TYPE X GYPSUM BOARD
ATTACHED TO EXISTING WALL TO MEET 1HR FIRE
RATING PER UL DESIGN V497
1401 (E) ELEVATOR MODERNIZATION AND REPAIR
1403 (E) DUMBWAITER TO BE REMAIN. DOOR TO BE
MADE LOCKABLE
1407 PASSENGER ELEVATOR
2307 EXHAUST DUCT TO ROOF (E)
REV #DESCRIPTION DATE
#8 RFI 10.18.2024
#003 ASI 03.31.2025
#17 RFI 11.27.2024
#013 ASI 02.12.2025
#52 RFI 02.14.2025
#59 RFI 02.12.2025
#019 ASI 03.28.2025
#020 ASI 03.28.2025
#64 RFI 04.08.2025
#110 RFI
#114 RFI 04.15.2025
#116 RFI 06.12.2025
#126 RFI 05.07.2025
#022 ASI 05.02.2025
#52
RFI
12345678910
C
D
E
F
G
H
YOUNG
ADULT
211
HISTORY
222
STUDY
202
VESTIBULE
SEATING
200A
STUDY
201
ALL GENDER
RESTROOM
2T1
ALL GENDER
RESTROOM
2T2
STAFF
RESTROOM
2T3
ADULT
STACKS
200
STAIR 3
2S3
STUDY
220
STAFF
MEETING
ROOM
221
ACC. RAMP
OPEN TO BELOW
JAN.RM
217
STORAGE
200B
OFFICE
223
OFFICE
226
MAKER
STORAGE
216
STAFF
OFFICE
224
YA STUDY
BOOTH
211A
OFFICE
225
ELEC. RM.
218
ST-01ST-02
ST-03ST-05
ALIGN F.O.F
VIDEO
RECORDING
BOOTH
214
VIDEO
EDITING
BOOTH
213
MAKER
SPACE
212
13' - 2 1/2"
5'
-
6
"
6'
-
1
1
"
9'
-
5
3
/
4
"
35
'
-
1
3
/
4
"
ALIGN
F.O.F.
13' - 7 1/4"7' - 11 1/4"
ALIGN
F.O.F.
2'
-
2
1
/
4
"
17' - 2 1/2"10' - 6"8' - 2 1/2"2' - 2 1/2"8' - 5"1' - 8 1/4"8' - 5 1/2"
ALIGN
F.O.F.
2' - 1 1/2"17' - 9 1/2"
5'
-
8
3
/
4
"
5'
-
0
1
/
2
"
11
'
-
6
3
/
4
"
ALIGN
F.O.F.
1' - 7"4' - 8"11' - 4 1/4"5' - 3"
ALIGN F.O.F.
W. EXISTING
BULKHEAD FINISH
ALIGN
F.O.F.
ALIGN
F.O.F.
ALIGN F.O.F.
ALIGN
F.O.F.
ALIGN
F.O.F.
4' - 3 1/2"8' - 4 1/4"
9'
-
7
"
V.
I
.
F
.
3'
-
2
1
/
4
"
11
'
-
8
1
/
2
"
18' - 1 1/2"9' - 3 3/4"26' - 5"6' - 1 1/2"4' - 5 3/4"
ALIGN F.O.F.W. EXISTING
BULKHEAD FINISH
V.
I
.
F
.
5'
-
5
3
/
4
"
1'
-
0
3
/
4
"
4' - 5 1/4"
ALIGN F.O.F.
ALIGN F.O.F.
1'
-
5
1
/
4
"
2'
-
3
1
/
4
"
15' - 1"
4'
-
5
"
ALIGN F.O.F.
1'
-
9
3
/
4
"
6'
-
3
3
/
4
"
V.
I
.
F
.
5'
-
5
"
6' - 9 3/4"9' - 11 1/4"
ALIGN
F.O.F.
ALIGN
F.O.F.
ALIGN
F.O.F.
1' - 5 1/4"11"
ALIGN F.O.F.
#198
RFI
#198
RFI #198
RFI
#198
RFI
#198
RFI
#198
RFI
#198
RFI
#198
RFI
4' - 7 3/4"
#214
RFI
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
A2.4-8
DIM CONTROL
PLAN - SECOND
FLOOR
REV #DESCRIPTION DATE
#64 RFI 04.08.2025
#198 RFI 06/11/2025
#214 RFI 0
1/8" = 1'-0"2 FP02 - SECOND FLOOR DIM CONTROL PLAN
#64
RFI
45678
8
HH
COLORED CONCRETE
PAVING
S.L.D. FOR EXTENT
(E) PORTE-COCHERE
STRUCTURE
2
A2.5-1
PLANTED AREA
S.L.D. FOR EXTENT
(E) CONCRETE
PAVING
(E) PARTIAL HEIGHT WALL
A3.1-1
3
A3.1-1
5
13' - 6"
2' - 6"6' - 4 1/2"
3"MIN. FROM EDGE OF CONCRETE OPENING TO HSS COLUMN. TYP ALL SIDES
1'
-
1
1
/
2
"
3' - 0"2' - 6"
1' - 11"12' - 0"3' - 0"12' - 1"
CUSTOM SECURITY SCREEN
DOOR ACTUATOR
AND CARD READER BOOK DROP.
SEE 9/A2.5-1
WINDOW IN (E)
DOOR OPENING
SECURITY GRILLE
OPERATION BOX
MICRO-COIL
SECURITY GRILLE
STOREFRONT
ENTRANCE
(E) EXHAUST VENT.
NEW FINISH. TYP.
H.S.S. REINFORCING FRAME-
SEE STRUCTURAL DWGS.
PRECAST CONC. SILL
ROOF DRAIN AND OVERFLOW
LEADERS. SEE CIVIL FOR
UNDERGROUND CONNECTION
LOCATION
METAL SECURITY
FENCING, FULL
HEIGHT
STEEL H.S.S. GATE
SUPPORT. SEE
STRUCTURAL
3"MIN.
1
A2.5-1
1
A3.6-22
A3.6-2
SLAB INFILL. SEE
STRUCTURAL
DWGS.
4'
-
1
0
1
/
2
"
DOOR ACTUATOR
MOTOR ATTACHED TO
ROOF FRAMING ABOVE
SLOPE 2%
MAX
30"X48"
30"X48"
30"X48"
30"X48"
8
A2.5-1
BOOK DROP.
SEE 7/A2.5-1
G1.2-4 9
2
G1.2-8
A8.8-210
A1.2-2
3
21
'
-
8
1
/
4
"
2'
-
6
1
/
2
"
FIRST FLOOR-119' - 10 1/2"
45678
2
A2.5-1
1
A3.6-2
2
A3.6-2
BOOK DROP
STOREFRONT SYSTEM AND DOUBLE DOOR
ALUMINUM FORMED PANEL SYSTEM
MARBLE SILL. TYP.
11
'
-
7
"
2'
-
7
"
9'
-
0
"
2' - 6"6' - 4 1/2"3' - 0"2' - 6"12' - 1"3' - 0"
SCREEN IN RESTORED OPENINGS
12' - 0"
INFILL WALL TO MATCH (E)
ALIGN
1' - 11"
ALIGN METAL PANELS
TO MARBLE JOINTS
4
G1.2-8
OPERATION BOX
ALUMINUM FORMED PANEL SYSTEM
RECESSED LED STRIP LIGHTING.
TYP. SEE ELECTRICAL DWGS.
ACOUSTICAL CEILING TILE
(E) EXTERIOR WALL
AL
I
G
N
T
O
ST
O
R
E
F
R
O
N
T
C
L
3"Ø DRAIN AND OVERFLOW
LEADERS. OFFSET PIPES INTO
CORNER
SECURITY GRILLE
OPERATION BOX
T.O.P.
B.O.FRMG
BOOK DROP
METAL CLAD
SYSTEM. TYP.
5/8" GYP.
SHEATHING. TYP.
METAL STUD
FRAMING. TYP.
SECURITY GRILLE
11
'
-
7
"
48
"
M
A
X
.
T
O
O
P
E
R
A
B
L
E
P
A
R
T
A8.8-2
1
B.O.FRMG
ACOUSTICAL
CEILING TILE
A8.5-2
2
T.O. PARAPET
BEYOND
9'
-
4
1
/
4
"
ROOF DRAIN
PIPE BEYOND.
SEE
PLUMBING
OVERFLOW
PIPE BEYOND.
DRAIN OUT 18"
A.F.F.
7' - 10 1/2"
FIRST FLOOR-119' - 10 1/2"
H
CONCRETE
PAVING ., S.L.D.
CONCRETE SLAB PATCH FOR (E)
SIDEWALK ELEVATOR DOOR, S.S.D.
G.W.B. SOFFIT
S.S. HEADER, S.S.D.
SUSPENDED WD SLAT CEILING
ALUMINUM STOREFRONT
LED STRIP LIGHTING
BOOK DROP
SECURITY GRILLE
3" BI-FUNCTIONAL DUAL
OUTLET ROOF DRAIN
W/OVERFLOW. 100C
FROET BY ZURN
9'
-
0
"
2'
-
0
"
7'
-
0
"
A8.8-2
4
A8.8-2
5
11
'
-
7
"
(E) EXTERIOR
MARBLE CLAD
1/8" / 12"
10
'
-
3
1
/
2
"
#143
RFI
EXISTING WALL
METAL PANEL OVER METAL STUD
WALL
METAL PANEL OVER METAL
STUD WALL W/ INT. GYP.
WALL TYPE LEGEND
MA
X
.
A
.
F
.
F
.
4'
-
0
"
FIRST FLOOR-119' - 10 1/2"
H
9'
-
0
"
8
A2.5-1
FIRST FLOOR-119' - 10 1/2"
6
A2.5-1
MA
X
.
A
.
F
.
F
.
4'
-
0
"
ALUMINUM FORMED
PANEL SYSTEM. WRAP
O/PARAPET
2%
S
L
O
P
E
2% SLOPE
SINGLE-PLY TPO ROOFING.
SLOPE TO DRAIN
3" BI-FUNCTIONAL DUAL
OUTLET ROOF DRAIN
W/OVERFLOW. 100C
FROET BY ZURN
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A2.5-1
ENLARGED PLANS
SOUTH ENTRY
KEYNOTE
NO.KEYNOTE TEXT
1/4" = 1'-0"3 SOUTH ENTRY/PORTE-COCHERE
1/4" = 1'-0"4 SOUTH ENTRY PARTIAL ELEVATION
1/4" = 1'-0"5 SOUTH ENTRY PORTAL REFLECTED CEILING PLAN
1/2" = 1'-0"1 SOUTH PORTAL LONGITUDINAL SECTION
1/2" = 1'-0"2 SOUTH PORTAL TRANSVERSAL SECTION
1.ALL DIMENSIONS ARE TO THE FACE OF THE
WALL U.N.O.
1/2" = 1'-0"6 IE - BOOK DROP - SOUTH ENTRY 1/2" = 1'-0"7 IE - BOOK DROP - VESTIBULE 107
1/2" = 1'-0"8 IE - BOOK DROP - VESTIBULE 107
1/2" = 1'-0"9 EL - BOOK DROP - SOUTH ENTRY
SOUTH ENTRY
AREASORTING
123
1/4" = 1'-0"10 SOUTH ENTRY PORTAL ROOF PLAN
67
F
G
H
A2.5-2
7
1
3
5
4
A7.3-1
STORAGE
108
i122B
F14
F14a
G24a
108
C24
C24
1048
A5.0-1
13
F14
F14
F14F14F14
F14
15' - 0"
i122a
3' - 1 1/4"
6'
-
0
1
/
2
"
3'
-
0
1
/
2
"
2' - 8 3/4"
G1.2-46
G1.2-4
10
#020
ASI
#020
ASI
FIREPLACE
ROOM
122
i122aDTOPEN TO WALL
SHELVING
OPEN TO WALL
SHELVING
15' - 0"3' - 1 1/4"
6'
-
1
1
/
2
"
1' - 11 1/2"
09110911
1
A9.6-3
#023
ASI 11' - 0"
OPEN TO
SPACE
BEYOND
6' - 0"EQ EQ
iI2bDT
7'
-
7
1
/
2
"
DT
ELEVATION F ROOM INSIDE THE ROOM 122
iI2b 09110911
7'
-
6
"
OPEN TO WALL
SHELVING
18' - 0 1/2"
0911
1
A9.6-3
OPEN TO WALL
SHELVING
6' - 0 1/2"
0911
1
A9.6-3
WINDOW LEGEND
DT 1/4" TEMPERED FLOAT GLASS
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A2.5-2
ENLARGED FLOOR
PLANS FIREPLACE
ROOM
KEYNOTE
NO.KEYNOTE TEXT
0911 4"H WALL BASE, SEE FINISH SCHEDULE
1048 ELECTRIC FIREPLACE. FLUSH WITH WALL
SURFACE
1/4" = 1'-0"2 FP01- FIRST FLOOR PLAN - FIREPLACE RM
1/4" = 1'-0"7 IE - 122 FIREPLACE RM ELEVATION NORTH
1/4" = 1'-0"5 IE - 122 FIREPLACE RM ELEVATION EAST
1/4" = 1'-0"3 IE - 122 FIREPLACE RM ELEVATION SOUTH 1/4" = 1'-0"1 IE - 122 FIREPLACE RM ELEVATION WEST
12" = 1'-0"8 FIREPLACE RM PERSPECIVE
WINDOW SCHEDULE - INTERIOR A2.5-2
WIN #LENGTH HEIGHT GLAZING TYPE
FRAME
MATERIAL
FRAME
FINISH SHADE TYPE
i122a 2' - 2"7' - 1 1/2"DT AL PT N/A
i122B 15' - 7"11' - 8"DT AL PT N/A
#020
ASI
#020
ASI
#023
ASI
#023
ASI
#023
ASI
23
F
I.T.
106
STAFF MEN
RESTROOM
105
STAFF-WOMEN
RESTROOM
104
A2.5-6
12
9
A2.5-6
8
2
5'
-
0
5
/
8
"
7' - 9 1/2"
3' - 0"
5' - 7 1/2"
17" MIN.
111
F14a
F14a
F14a
F14a
F14a
C24a
F14a
F14a
B24a
C24a
106
5
4
F14a
12071207
22082208
1205A
1249 1249
7'
-
6
"
1'
-
8
3
/
4
"
16' - 10 3/4"
1209B
2203
2208
18" MAX.
17" MIN.
18" MAX.
DOOR PERMITTED TO
SWING OVERE
HATCHED PORTION
OF MANEUVERING
SPACE
1205A
1208F
1208E
1205A
CLR.
60" MIN
5' - 1 1/4"5' - 8 1/2"
1205A
0911
1205A
0903A
2208
5' - 8 5/8"
0911
1207
1205A
0903A
1249
22083'
-
4
"
1066
22082206B
0903A
1207
1249
0911
2206B
0903A
0911
1249
1207
1209B
0903A
1249
2208
1205A
2203
1066
3'
-
4
"
0903A
9
H
A2.5-6 10
6
TYP.
ALL GENDER
RESTROOM
115
ALL GENDER
RESTROOM
114 D010D010
22082208
13
1207 1207
1249
115
1211 1211
1249
ALIGN ALIGN
C24a
3 1/4"
7' - 7 1/2"1' - 10"
F14a
F14a
B26a
1205A 1205A
12" MIN
A2.5-6
13 OPP.
10OPP.
6 OPP.
3
3 OPP.
1208E 1208E
1210 1210
RESTROOM 114&115 ARE FOR CHILDREN;
REFER A0.5-1 FOR DISABLE ACCESS
COMPLIANCE MOUNTING HEIGHTS FOR
CHILDREN
#129
H
0903A
2208
1207
1211
1249
1205A
0911
#129
#129
RESTROOM 114&115 ARE FOR
CHILDREN; REFER A0.5-1 FOR DISABLE
ACCESS COMPLIANCE MOUNTING
HEIGHTS FOR CHILDREN
2208
0911
1205A
1208E OPP.
1208E
#129
#129
RESTROOM 114&115 ARE FOR
CHILDREN; REFER A0.5-1 FOR DISABLE
ACCESS COMPLIANCE MOUNTING
HEIGHTS FOR CHILDREN
INTERIOR WALL FINISH LEGEND
MB
MARKERBOARD
AWP-1
TACKABLE ACOUSTIC WALL PANEL
PT-2
PORCELAIN TILE 4' HEIGHT TYP.
FRP
FIBER REINFORCED PLASTIC PANEL
WP
WOOD VENEER PANEL
P-1 PAINT
P-5 PAINT
P-2 PAINT
P-6 PAINT
P-3 PAINT
P-4 PAINT
#97
RFI
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
REFER TO SHEET A0.2 FOR ARCHITECTURAL
SYMBOLS, WALL TYPE LEGEND, ABBREVIATIONS.
COORDINATE ALL ACCESSIBILITY COMPLIANCE
REQUIREMENTS, SEE SHEET A0.5 SERIES.
REFER TO ENLARGED PLANS FOR ADDITIONAL
DIMENSIONS.
REFER TO SHEET A9.0 SERIES FOR INTERIOR
PARTITION TYPES AND DETAILS.
REFER TO SHEET A4 SERIES FOR FINISH PLANS.
ALL EXTERIOR AND INTERIOR STEEL EXPOSED TO
PUBLIC SHALL BE A.E.S.S. REFER TO A-- A.E.S.S.
CATEGORIES.
COORDINATE PENETRATIONS WITH STRUCTURAL,
MECHANICAL, PLUMBING, CIVIL, ELECTRICAL AND
TELECOM.
MECHANICAL, LIGHTING, A/V FIXTURES SHOWN FOR
COORDINATION. S.M.D,. S.E.D., S.T.D. FOR COMPLETE
QUANTITY AND EXTENTS OF FIXTURES. NOTIFY
OWNER'S REP AND ARCHITECT OF ANY CONFLICTS OR
DISCREPANCIES PRIOR TO PROCUREMENT AND
INSTALLATION.
REFER TO SHEET A2.6-1 FOR DOOR SCHEDULE.
REFER TO A0.3-0 FOR GENERAL NOTES.
PROVIDE BACKING IN ALL WALLS AS REQUIRED FOR
SHELVES, CABINETS, BRACKETS, GRAB BARS,
HANDRAILS, ETC. SEE A9.01
SEE A0.6-1 FOR TYPICAL RULES FOR DETERMINING
HEIGHTS AND LOCATIONS
SEE A0.5-1 FOR DISABLE ACCESS COMPLIANCE
MOUNTING HEIGHTS AND LOCATIONS
ALIGN NEW WALL FINISH WITH EXISTING WALL FINISH
SHEET NOTES:
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A2.5-6
ENLARGED FLOOR
PLANS
RESTROOMS
KEYNOTE
NO.KEYNOTE TEXT
0903A PORCELAIN TILE, T.O.H 4'-4" A.F.F., SEE A5.0-0
FOR ADDITIONAL INFO
0911 4"H WALL BASE, SEE FINISH SCHEDULE
1066 PHENOLIC TOILET PARTITION
1205A GRAB BAR, 36" LENGTH BACK BAR, 42" LENGTH
SIDE BAR, PROVIDE BACKING
1207 ELECTRIC HAND DRYER
1208E TOILET PAPER & SEAT-COVER DISPENSER,
RECESSED, RECESSED, ON RIGHT SIDE, COMBO
UNIT FOR ACCESSIBLE
1208F TOILET PAPER & SEAT-COVER DISPENSER,
PARTITION MOUNT, SERVES BOTH
COMPARTMENTS, WOMEN'S COMBO UNIT
1209B WALL MOUNTED URINAL PARTITION
1210 FOLD-DOWN BABY CHANGER
1211 SOAP DISPENSER
1249 MIRROR, SEE ELEVATIONS FOR DIMENSIONS
2203 URINAL, S.P.D.
2206B LAVATORY, RAMP SINK, S.P.D. COUNTERTOP
MOUNTED FAUCET, SOAP DISPENSER AND HAND
DRYER
2208 PLUMBING, S.P.D.
D010 (R) DEMO SLAB
D017 (R) PUBLIC TELEPHONE, AND CONDUIT AND
WIRING
1/2" = 1'-0"7 ENLARGED ADA-GN AND STAFF RESTROOMS 1ST FLOOR
1/4" = 1'-0"9 IE 104 (N) STAFF WOMENS - EAST
1/4" = 1'-0"12 IE 104 (N) STAFF WOMENS - NORTH
1/4" = 1'-0"2 IE 104 (N) STAFF WOMENS - WEST
1/4" = 1'-0"11 IE - 105 (N) STAFF-M - NORTH
1/4" = 1'-0"8 IE - 105(N) STAFF - M - EAST
1/2" = 1'-0"14 ENLARGED ALL GENDER RESTROOM YOUTH (1ST FLOOR)
1/4" = 1'-0"10 IE-114 & 115 ALL GENDER RESTROOMS - EAST
1/4" = 1'-0"6 IE-114 & 115 ALL GENDER RESTROOMS - SOUTH
1/4" = 1'-0"5 IE 104 (N) STAFF WOMENS - SOUTH
1/4" = 1'-0"1 IE - 105 (N) STAFF - M - WEST
1/4" = 1'-0"4 IE - 105 (N) STAFF -M -SOUTH
1/4" = 1'-0"13 IE-114 & 115 ALL GENDER RESTROOMS -NORTH 1/4" = 1'-0"3 IE-114 & 115 ALL GENDER RESTROOMS - WEST
#130.1
RFI
#130.1
RFI
#130.1
RFI #130.1
RFI
#130.1
RFI
FE
C
89
G
H
ALL GENDER
RESTROOM
2T2 ALL GENDER
RESTROOM
2T1
STAFF
RESTROOM
2T3
A2.5-72
A2.5-7
7
1
3 4
8
2T3
65
1207
2208
1207
B24a
11' - 0 3/4"
1205A1208E
2T2
1208D 1208E2208 1205A1205A
18" CLR.
11"1' - 5 1/4"
2208
1207
A2.5-75OPP.
3OPP.
1
7
OPP.
OPP.
2208
2T1
F14a
B24a B24a
F14a
B24a B24a
#198
RFI#198
RFI
#198
RFI #198
RFI
#198
RFI
CLEAR
7' - 8 1/2"
CL
E
A
R
7'
-
1
1
1
/
4
"
CL
E
A
R
7'
-
1
1
1
/
4
"
CLEAR
8' - 4 1/2"
CLEAR
7' - 11 3/4"
CL
E
A
R
7'
-
1
1
1
/
4
"
#198
RFI
#198
RFI
#198
RFI
1205A
2208
0911
1208E
1249
0911
2206B
0903A
H
1249
0911
2208
1207
3'
-
4
"
1205A
INTERIOR WALL FINISH LEGEND
MB
MARKERBOARD
AWP-1
TACKABLE ACOUSTIC WALL PANEL
PT-2
PORCELAIN TILE 4' HEIGHT TYP.
FRP
FIBER REINFORCED PLASTIC PANEL
WP
WOOD VENEER PANEL
P-1 PAINT
P-5 PAINT
P-2 PAINT
P-6 PAINT
P-3 PAINT
P-4 PAINT
#97
RFI
3'
-
4
"
0903A
3'
-
4
"
1205A
1249
0903A
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
REFER TO SHEET A0.2 FOR ARCHITECTURAL
SYMBOLS, WALL TYPE LEGEND, ABBREVIATIONS.
COORDINATE ALL ACCESSIBILITY COMPLIANCE
REQUIREMENTS, SEE SHEET A0.5 SERIES.
REFER TO ENLARGED PLANS FOR ADDITIONAL
DIMENSIONS.
REFER TO SHEET A9.0 SERIES FOR INTERIOR
PARTITION TYPES AND DETAILS.
REFER TO SHEET A4 SERIES FOR FINISH PLANS.
ALL EXTERIOR AND INTERIOR STEEL EXPOSED TO
PUBLIC SHALL BE A.E.S.S. REFER TO A-- A.E.S.S.
CATEGORIES.
COORDINATE PENETRATIONS WITH STRUCTURAL,
MECHANICAL, PLUMBING, CIVIL, ELECTRICAL AND
TELECOM.
MECHANICAL, LIGHTING, A/V FIXTURES SHOWN FOR
COORDINATION. S.M.D,. S.E.D., S.T.D. FOR COMPLETE
QUANTITY AND EXTENTS OF FIXTURES. NOTIFY
OWNER'S REP AND ARCHITECT OF ANY CONFLICTS OR
DISCREPANCIES PRIOR TO PROCUREMENT AND
INSTALLATION.
REFER TO SHEET A2.6-1 FOR DOOR SCHEDULE.
REFER TO A0.3-0 FOR GENERAL NOTES.
PROVIDE BACKING IN ALL WALLS AS REQUIRED FOR
SHELVES, CABINETS, BRACKETS, GRAB BARS,
HANDRAILS, ETC. SEE A9.01
SEE A0.6-1 FOR TYPICAL RULES FOR DETERMINING
HEIGHTS AND LOCATIONS
SEE A0.5-1 FOR DISABLE ACCESS COMPLIANCE
MOUNTING HEIGHTS AND LOCATIONS
ALIGN NEW WALL FINISH WITH EXISTING WALL FINISH
SHEET NOTES:
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
A2.5-7
ENLARGED FLOOR
PLANS
RESTROOMS
KEYNOTE
NO.KEYNOTE TEXT
0903A PORCELAIN TILE, T.O.H 4'-4" A.F.F., SEE A5.0-0
FOR ADDITIONAL INFO
0911 4"H WALL BASE, SEE FINISH SCHEDULE
1205A GRAB BAR, 36" LENGTH BACK BAR, 42" LENGTH
SIDE BAR, PROVIDE BACKING
1207 ELECTRIC HAND DRYER
1208D TOILET PAPER & SEAT-COVER DISPENSER,
RECESSED, RECESSED, ON LEFT SIDE, COMBO
UNIT FOR ACCESSIBLE
1208E TOILET PAPER & SEAT-COVER DISPENSER,
RECESSED, RECESSED, ON RIGHT SIDE, COMBO
UNIT FOR ACCESSIBLE
1249 MIRROR, SEE ELEVATIONS FOR DIMENSIONS
2206B LAVATORY, RAMP SINK, S.P.D. COUNTERTOP
MOUNTED FAUCET, SOAP DISPENSER AND HAND
DRYER
2208 PLUMBING, S.P.D.
1/2" = 1'-0"12 ENLARGED RESTROOMS 2ND FLOOR
1/4" = 1'-0"4 IE 2T1 WOMEN RR - SOUTH
1/4" = 1'-0"8 IE 2T1 WOMEN RR -NORTH
1/4" = 1'-0"2 IE 2T1 WOMEN RR - WEST
1/4" = 1'-0"6 IE 2T1 WOMEN RR - EAST
1/4" = 1'-0"7 IE - 2T3 STAFF RR - NORTH
1/4" = 1'-0"3 IE - 2T3 STAFF RR - SOUTH
1/4" = 1'-0"5 IE - 2T3 STAFF RR - EAST
1/4" = 1'-0"1 IE - 2T3 STAFF RR - WEST
RESTROOM ACCESSORIES SCHEDULE
KEYNOTE
NO.KEYNOTE TEXT MODEL
.
1066 PHENOLIC TOILET PARTITION SEE SECTION 102113
1205A GRAB BAR,36" LENGTH BACK BAR, 42" LENGTH SIDE BAR, PROVIDE BACKING BOBRICK B-5806 x 36 (BACK); B5-806 x 42
(SIDE)
1205B GRAB BAR, 42" LENGTH BOTH SIDES, PROVIDE BACKING BOBRICK B5-806 x 42 (SIDE)
1207 ELECTRIC HAND DRYER PINNACLE SURFACE MODEL P3-12S
1208D TOILET PAPER & SEAT-COVER DISPENSER, RECESSED, ON LEFT SIDE, COMBO UNIT FOR
ACCESSIBLE
BOBRICK B-3091
1208E TOILET PAPER & SEAT-COVER DISPENSER, RECESSED, ON RIGHT SIDE, COMBO UNIT FOR
ACCESSIBLE
BOBRICK B-3092
1208F TOILET PAPER & SEAT-COVER DISPENSER, PARTITION MOUNT, SERVES BOTH COMPARTMENTS,
WOMEN'S COMBO UNIT
BOBRICK B-357
1208J TOILET PAPER & SEAT-COVER DISPENSER, PARTITION MOUNT, FLUSH AGAINST PARTITION ON
ONE SIDE, COMBO UNIT FOR ACCESSIBLE
BOBRICK B-30919
1209B WALL MOUNTED URINAL PARTITION SEE SECTION 10 2113
1210 FOLD-DOWN BABY CHANGER KOALA KB310-SSRE
2206B LAVATORY, RAMP SINK, S.P.D. COUNTERTOP MOUNTED FAUCET, SOAP DISPENSER AND HAND
DRYER
SEE PLUMING DRAWINGS
#48
RFI
#48
RFI
#48
RFI
#48
RFI
#48
RFI#48
RFI
#48
RFI
#48
RFI
REV #DESCRIPTION DATE
#48 RFI 02.12.2025
#198 RFI 06/11/2025
#198
RFI
BUILDING DOOR TYPES
TYPE A TYPE AA
TYPE C TYPE CC
SIDELITE AS
SCHEDULED.
SIDELITE AS
SCHEDULED.
TYPE F
TYPE G2 ALL TYPE
CENTER HEIGHT OF HAND-
ACTIVATED DOOR OPENING
HARDWARE BETWEEN 34"-44" AFF.
2'
-
1
0
"
3'
-
4
"
TYPE G1 TYPE X
A.
F
.
F
.
4'
-
1
"
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A2.6-1
DOOR SCHEDULE
DOOR SCHEDULE
DOOR NUMBER DOOR TYPE
DOOR GLAZING
TYPE
FRAME DETAILS
REMARKSWIDTHHEIGHTMATERIALFINISHMATERIALFINISHHEADJAMBSILLHARDWARE
G1 G2 8' - 1"8' - 0"STL PTD -STL PTD 30 TRASH ENCLOSURE GATE, DROP CANE BOLT,
PAD LOCKS
G2 G2 8' - 1"8' - 0"STL PTD -STL PTD 30 TRASH ENCLOSURE GATE, DROP CANE BOLT,
PAD LOCKS
G3 B 3' - 0"7' - 6"STL PTD -STL PTD 11/A1.2-1 15/A1.2-1 9/A1.2-1 31
001 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 13
002 A 3' - 0"6' - 8"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 19 GASKETING
002A A 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 02
003 AA 6' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 37
03ST A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16
03ST-E A 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
004 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
005 AA 6' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 26
005A-E A 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
006-E A 3' - 6"7' - 0"(E)(E)-(E)(E)---(E)
007-E A 3' - 9"7' - 0"(E)(E)-(E)(E)---(E)
008-E A 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
010 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 09 UNDER-CUT
011 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 09 UNDER-CUT
012 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
013 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
014 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
015 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
016 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
017 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
018 A 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 04 1HR FIRE RATING
019 A 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 18 1HR FIRE RATING
019A A 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 18 1HR FIRE RATING
021 A 2' - 6"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 01
022 A 2' - 6"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 01
023 A 2' - 6"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 03 UNDER-CUT
165 X 3' - 3"3' - 0"HM PTD -HM PTD ---(E)DUMBWAITER DOOR; NON FUNCTIONAL AND
LOCKED
ST1 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 22 1HR FIRE RATING; PHW; CR
ST2 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 22 1HR FIRE RATING; PHW; CR
DOOR SCHEDULE
DOOR NUMBER DOOR TYPE
DOOR GLAZING
TYPE
FRAME DETAILS
REMARKSWIDTHHEIGHTMATERIALFINISHMATERIALFINISHHEADJAMBSILLHARDWARE
1STG1-E G1 3' - 9"3' - 4"(E)(E)(E)(E)(E)---34 GATE; PHW
1STG2-E G1 3' - 9"3' - 4"(E)(E)(E)(E)(E)---34 GATE; PHW
102 CC 6' - 0"7' - 0"AL CLEAR ANO DL AL ANO 06/A9.1-1 08/A9.1-1 05/A9.1-1 20 PHW; CR
102A A 3' - 6"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 25
102B A 2' - 6"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 02
102C CC 6' - 0"7' - 0"AL CLEAR ANO DL AL ANO 06/A9.1-1 08/A9.1-1 05/A9.1-1 20 PHW; CR
102D CC 6' - 0"7' - 0"AL CLEAR ANO DL AL ANO 06/A9.1-1 08/A9.1-1 05/A9.1-1 20 PHW; CR
103A C 3' - 0"7' - 0"AL CLEAR ANO DL AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 06
104 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16 UNDER-CUT
105 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16 UNDER-CUT
106 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 15 GASKETING; CR
108 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 35 CR
110 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16 UNDER-CUT
111 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16 UNDER-CUT
112 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 04
113 AA 5' - 0"6' - 8"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 32
114 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 36 UNDER-CUT; REMOTE CONTROLLED LOCK
115 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 36 UNDER-CUT; REMOTE CONTROLLED LOCK
123 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 11 CR
123A A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 38
123C A 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 17 1HR FIRE RATING; MAG. HOLD OPEN
124 F 6' - 0"7' - 0"SC PTD -AL ANO 02/A9.1-2 04/A9.1-2 01/A9.1-2 27 SLIDING POCKET
DOOR SCHEDULE
DOOR NUMBER DOOR TYPE
DOOR GLAZING
TYPE
FRAME DETAILS
REMARKSWIDTHHEIGHTMATERIALFINISHMATERIALFINISHHEADJAMBSILLHARDWARE
2ST5-E A 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
2T1 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 09 UNDER-CUT
2T2 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 09 UNDER-CUT
2T3 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 10 CR; UNDER-CUT
200B A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 11 CR
201 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 21 CR
202 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 21 CR
211 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 07
211A C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 21 CR
211B A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 08
211C A 2' - 6"6' - 8"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 01
212 CC 6' - 0"7' - 0"AL CLEAR ANO DT AL ANO 06/A9.1-1 08/A9.1-1 05/A9.1-1 24 CR
212A C 3' - 6"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 33 CR
213 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 07
214 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 07
217-E A 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
218 A 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 03
219 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 14 CR
220 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 16/A9.1-1&11/A9.3-1 05/A9.1-1 21 CR
221 C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 16/A9.1-1&11/A9.3-1 05/A9.1-1 21 CR
222 A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 12 CR; PEEP HOLE
223 C 3' - 0"7' - 0"AL CLEAR ANO DL AL ANO 10/A9.1-1 16/A9.1-1&11/A9.3-1 05/A9.1-1 06
224 C 3' - 0"7' - 0"AL CLEAR ANO DL AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 12 CR
225 C 3' - 0"7' - 0"AL CLEAR ANO DL AL ANO 10/A9.1-1 16/A9.1-1&11/A9.3-1 05/A9.1-1 06
226 C 3' - 0"7' - 0"AL CLEAR ANO DL AL ANO 10/A9.1-1 16/A9.1-1&11/A9.3-1 05/A9.1-1 06
2ND FLOOR
1ST FLOOR
BASEMENT
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#003
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#78
RFI
#126
RFI
add 108-A door to the schedule.
add rev tag- ASI#22
#176
RFI
FIRST FLOOR
-119' - 10 1/2"
SECOND FLOOR
-107' - 10 1/2"
C D E F G H
ROOF-86' - 4 1/2"
201 202 203
109 110 111 112
T.O.CORNICE-84' - 8"
NEW DRIP CAP
AT PARAPET,
TYP.
FIRST FLOOR-119' - 10 1/2"
SECOND FLOOR-107' - 10 1/2"
12345678910
ROOF-86' - 4 1/2"
113
204 205 206
115
208207
EXTERIOR LIGHT
TRASH ENCLOSURESTOREFRONT
ENTRY W/FRAME
PORTAL
T.O.CORNICE-84' - 8"
3'-0" SINGLE LEAF
HOLLOW METAL
DOOR, WITH CARD
READER
INFILL WALL TO
MATCH EXISTING
NEW DRIP CAP
AT PARAPET,
TYP.
1
A8.5-2 TYP.
120-E
107 123B-E 103B-E
114-B
ST4-E
CARD
READER. TYP.1
A8.6-1
DOOR ACTUATOR.
PUSH BUTTON SET
AND CARD READER MARBLE AT LOW WALLS TO BE
REPLACED. REFER TO SHEET A8.8-5
FOR ADDITIONAL INFORMATION ON
STONE REPLACEMENT
1
A5.0-6
5
A5.0-6
#022
ASI
108-A
3
A8.7-2
4
A8.7-2
3
A8.7-2
FIRST FLOOR-119' - 10 1/2"
SECOND FLOOR-107' - 10 1/2"
1 2 3 4 5 6 7 8 9 10
ROOF-86' - 4 1/2"
101 102 103 104 105 106 107
T.O.CORNICE-84' - 8"
NEW DRIP CAP
AT PARAPET,
TYP.
1
A8.5-2 TYP.
101
9"
104-B
DOOR ACTUATOR.
PUSH BUTTON SET
AND CARD READER
108NEW STOREFRONT
TO MATCH EXISTING
4
G1.2-8
1
A5.0-6
5
A5.0-6
#003
ASI
(N) INFILL WALL. FINISHES TO
MATCH (E) ADJACENT
CUSTOM SECURITY SCREEN
(N) OPENING
1
A3.6-2
2
A3.6-2
12' - 1"3' - 0"12' - 0"
6'
-
1
0
"
5'
-
0
"
NEW DRIP CAP
AT PARAPET,
TYP.
5
A5.0-6
FIRST FLOOR-119' - 10 1/2"
SECOND FLOOR-107' - 10 1/2"
CDEFGH
ROOF
-86' - 4 1/2"
EXTERIOR STOREFRONT
DOOR AND METAL CLAD
PORTAL
EXTERIOR LIGHTEXTERIOR
STOREFRONT DOOR
T.O.CORNICE
-84' - 8"
NEW DRIP CAP
AT PARAPET,
TYP.
SECURITY FENCE A2.5-9
3
1
A8.5-2 TYP.
100
118
210 211
116
117
103-I DOOR ACTUATOR.
PUSH BUTTON SET
AND CARD READER
209
REINSTALL
(E) GATE
1/8" = 1'-0"2 WEST ELEVATION - NEW
1/8" = 1'-0"3 SOUTH ELEVATION - NEW
1/8" = 1'-0"4 NORTH ELEVATION - NEW
1/8" = 1'-0"5 PORTE-COCHERE - NEW
1/8" = 1'-0"1 EAST ELEVATION
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A3.1-1
BUILDING
ELEVATIONS
1.
2.
SEE A3.2-1 FOR WINDOW SCHEDULE AND
REPAIRS
SEE A3.3-2 FOR EXTERIOR DOOR SCHEDULE
#003
ASI
#003
ASI
#003
ASI
TYPE G TYPE H
2'
-
0
"
5'
-
0
"
2'
-
0
"
9'
-
0
"
14' - 6"
2' - 10 1/4"2' - 9"2' - 9"6' - 1 3/4"
1'
-
1
1
"
5'
-
2
"
1'
-
1
1
"
9'
-
0
"
2' - 10 1/4"2' - 11"2' - 11"2' - 11"2' - 11"
14' - 6"
TYPE L
3
A8.6-1
2' - 4"2' - 3 3/4"TYPE M 1
A8.7-1
2
A8.7-1
3
A8.7-1
5'
-
4
1
/
2
"
5'
-
4
1
/
2
"
5'
-
4
1
/
2
"
5'
-
4
1
/
2
"
5'
-
4
1
/
2
"
26
'
-
1
0
"
15' - 11 1/4"
5' - 3 3/4"5' - 3 3/4"5' - 3 3/4"
PER SCHEDULE
PE
R
S
C
H
E
D
U
L
E
TYPE J
1'
-
1
1
"
3' - 6"
TYPE K
TYPE A TYPE C
TYPE D
TYPE E TYPE F
TYPE B
10
A8.7-1
8
A8.7-1
9
A8.7-1
1
A8.7-2
2
A8.7-2
2'
-
6
"
10' - 7"
5'
-
8"
6' - 10"
4'
-
4"
6' - 10"
4'
-
4"
3' - 6"
5'
-
8"
6' - 9"
4'
-
2"
7' - 0"
STEEL AND ALUMINIUM STOREFRONT TYPES
ALUMINIUM STOREFRONT TYPES
STEEL WINDOW TYPES
3' - 6"
5
A8.7-1
7
A8.7-1
5
A8.7-1
5
A8.7-1
7
A8.7-1
5
A8.7-1
7
A8.7-1
7
A8.7-1
3
A8.6-1
3
A8.6-1
3
A8.6-1
SHADE 1 SHADE 2 SHADE 1
SHADE 2
#63
RFI
NOT USED
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A3.2-1
ENLARGED
WINDOW
ELEVATIONS
(EXTERIOR)
211 E EAST 6' - 10" x 5'-8"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
210 E EAST 6' - 10" x 5'-8"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
209 E EAST 6' - 10" x 5'-8"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
208 D SOUTH 6' - 9" x 5'-8"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
207 A SOUTH 3' - 6" x 4'-4"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
206 C SOUTH 6' - 10" x 4'-4"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
205 A SOUTH 3' - 6" x 4'-4"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
204 E SOUTH 6' - 10" x 5'-8"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
203 E WEST 6' - 10" x 5'-8"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
202 E WEST 6' - 10" x 5'-8"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
201 E WEST 6' - 10" x 5'-8"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
SECOND FLOOR WINDOW SCHEDULE
118 K EAST 7'-0"X9'-0"FIXED ALUMINUM ANODIZED NO 1 N/A 3/A8.6-1 3/A8.6-1 NEW STOREFRONT SIDELIGHT AND TRANSOM. SEE A3.3-2 FOR DOOR TYPE D
INFORMATION
117 J EAST 7' - 0" x 2'-0"FIXED ALUMINUM ANODIZED NO 1 N/A --3/A8.6-1 3/A8.6-1 NEW STOREFRONT TRANSOM. SEE A3.3-2 FOR DOOR TYPE DD INFORMATION
116 E EAST 6'-10"X5'-8"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
115 C SOUTH 6' - 10" x 4'-4"FIXED STEEL PAINT YES 2 MANUAL 5/A8.-7-1 7/A8.7-1 7/A8.7-1
114-B J SOUTH 6'-2"X1'-0"FIXED ALUMINUM ANODIZED NO 1 N/A 3/A8.6-1 3/A8.6-1 NEW STOREFRONT TRANSOM. SEE A3.3-2 FOR DOOR TYPE DD INFORMATION
114 B SOUTH 7' - 0" x 4'-2"FIXED STEEL PAINT NO 2 MANUAL 1/A8.7-2 2/A8.7-2 2/A8.7-2 NOT USED
113 H SOUTH 14' -6" x 9'-0"FIXED ALUMINUM ANODIZED YES 1 MOTORIZED ------STOREFRONT. SEE A3.3-2 FOR DOOR TYPE DD INFORMATION. CLEAN W/DETERGENT
112 F WEST 10'-8" X 2'-8"FIXED HOLLOW METAL PAINT YES 3 MOTORIZED 8/A8.7-1 9/A8.7-1 10/A8.7-1 CLERESTORY
111 F WEST 10'-8" X 2'-8"FIXED HOLLOW METAL PAINT YES 3 MOTORIZED 8/A8.7-1 9/A8.7-1 10/A8.7-1 CLERESTORY
110 F WEST 10'-8" X 2'-8"FIXED HOLLOW METAL PAINT YES 3 MOTORIZED 8/A8.7-1 9/A8.7-1 10/A8.7-1 CLERESTORY
109 F WEST 10'-8" X 2'-8"FIXED HOLLOW METAL PAINT YES 3 MOTORIZED 8/A8.7-1 9/A8.7-1 10/A8.7-1 CLERESTORY
108 G NORTH 14' -6" x 9'-0"FIXED ALUMINUM ANODIZED NO 1A MOTORIZED --2/A8.6-1 1/A8.6-1 NEW STOREFRONT TO MATCH EXISTING
107 M NORTH 15' -11" X 26'-10"FIXED STEEL PAINT YES 1A N/A 1/A8.7-1 2/A8.7-1 3/A8.7.1
106 M NORTH 15' -11" X 26'-10"FIXED STEEL PAINT YES 1A N/A 1/A8.7-1 2/A8.7-1 3/A8.7.1
105 M NORTH 15' -11" X 26'-10"FIXED STEEL PAINT YES 1A N/A 1/A8.7-1 2/A8.7-1 3/A8.7.1
104-B J NORTH 7'-0"X4'-0"FIXED ALUMINUM ANODIZED NO 1A N/A --3/A8.6-1 3/A8.6-1 NEW STOREFRON TRANSOM. SEE A3.3-2 FOR DOOR TYPE DD INFORMATION.
VERIFY DIMENSIONS IN FIELD.
104 L NORTH 15' -11" X 26'-10"FIXED STEEL PAINT YES 1A N/A 1/A8.7-1 2/A8.7-1 3/A8.7.1 MAIN ENTRANCE WINDOW
103 M NORTH 15' -11" X 26'-10"FIXED STEEL PAINT YES 1A N/A 1/A8.7-1 2/A8.7-1 3/A8.7.1
102 M NORTH 15' -11" X 26'-10"FIXED STEEL PAINT YES 1A N/A 1/A8.7-1 2/A8.7-1 3/A8.7.1
101 M NORTH 15' -11" X 26'-10"FIXED STEEL PAINT YES 1A N/A 1/A8.7-1 2/A8.7-1 3/A8.7.1
SILL JAMB HEADNUMBERTYPELOCATIONDIMENSIONS
(W X H)OPERATION MATERIAL FINISH EXISTIN
G
GLASS
TYPE SHADE
DETAILS
REMARKS
FIRST FLOOR WINDOW SCHEDULE
1.
2.
A.
B.
C.
D.
3.
A.
B.
C.
D.
SEE SPECIFICATIONS FOR GLAZING REPLACEMENT AND
WINDOW REPAIRS.
REPAIRS OF STEEL STOREFRONT WINDOWS AT NORTH
ELEVATION
REMOVE LOOSE RUST TO SOUND RUST FREE
MATERIAL WITH APPROVED METHODS.
NOTIFY ARCHITECT IF SECTION LOSS OR RUST
REMOVAL HAS CREATED ANY DEPRESSIONS.
PREPARE, PRIME, AND PAINT.
REPLACE GLAZING STOPS TO MATCH EXISTING
REPAIRS OF PUNCHES STEEL WINDOWS
REMOVE LOOSE RUST TO SOUND, RUST FREE
MATERIAL WITH APPROVED METHODS.
NOTIFY ARCHITECT IF SECTION LOSS OR RUST
REMOVAL HAS CREATED ANY DEPESSIONS.
PREPARE, PRIME AND PAINT.
REPLACE GLAZING PUTTY TO MATCH EXISTING.
GLASS TYPES
1.INSULATED - TEMPERED
1A.INSULATED - TEMPERED W/FILM ON INTERIOR SURFACE
2.LAMINATED
3.WIRE GLASS, 3/4-HR RATED
#63
RFI
#63
RFI
#022
ASI
TYPE - D TYPE - DD
TYPE - A
EXTERIOR HOLLOW METAL DOOR TYPE
EXTERIOR STOREFRONT DOOR TYPES
10
"
3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"
3'
-
4
"
PANIC
HARDWARE,
W.O.
2
A8.6-1
1
A8.6-1
2
A8.6-1
1
A8.6-1
1
A8.6-1
ST4-E A SOUTH YES 3'-0"7'-0"HM PTD N/A HM PTD ------H06 ADD CR
123B-E A SOUTH YES 3'-6"7'-0"HM PTD N/A HM PTD ------H01 ADD CR
120-E DD SOUTH YES 6'-0"7'-0"AL ANO DT AL ANO ------H04 EXISTING DOOR TO REMAIN. CLEAN W/DETERGENT.
PHW. INSTALL ACTUATOR
108-A A SOUTH NO 3'-0"7'-0"HM PTD N/A HM PTD --3 & 4/A8.7-2 3/A8.7-2 H07 ADD CR
107 DD SOUTH NO 6'-0"7'-0"AL ANO DT AL ANO 1/A8.6-1 2/A8.6-1 2/A8.6-1 SIM H03
SOUTH PORTAL ENTRANCE. PHW, INSYALL ACTUATOR
AND CARD READER. SEE A3.2-1 FOR STOREFRONT
ADDITIONAL INFORMATION.
103B-E A SOUTH YES 3'-0"7'-0"HM PTD N/A HM PTD ------H01 ADD CR
103-I DD EAST NO 6'-0"7'-0"AL ANO DT AL ANO 1/A8.6-1 2/A8.6-1 2/A8.6-1 SIM H02 PHW, INSTALL ACTUATOR AND CARD READER. SEE
A3.2-1 FOR STOREFRONT ADDITIONAL INFORMATION.
101 DD NORTH NO 7'-0"8'-0"AL ANO DT AL ANO 1/A8.6-1 2/A8.6-1 2/A8.6-1 SIM H02
MAIN ENTRANCE. PHW, INSTALL ACTUATOR ON
EXTERIOR AND INTERIOR, ADD CARD READER. SEE A3.2-1
FOR STOREFRONT ADDITIONAL INFORMATION.
100 D EAST NO 3'-2"7'-0"AL ANO DT AL ANO 1/A8.6-1 2/A8.6-1 2/A8.6-1 SIM H05 PHW, W/SIDELITE. INSTALL ACTUATOR. SEE A3.2-1 FOR
STOREFRONT ADDITIONAL INFORMATION. ADD CR
WIDTH HEIGHT MAT.FINISH THRESHOLD JAMB HEADNUMBERTYPELOCATIONEXISTING
DIMENSIONS
MAT.FINISH Glass Type
FRAME DETAILS
HW SET #REMARKS
EXTERIOR DOOR SCHEDULE
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A3.3-2
EXTERIOR DOOR
SCHEDULE
1.
2.
3.
SEE SPECIFICATIONS FOR GLAZING REPLACEMENT AND
REPAIRS.
SEE A2.6-0 FOR DOOR SCHEDULE NOTES
SEE A3.2-1 FOR ADDITIONAL STOREFRONT WINDOWS
INFROMATION
GLASS TYPES
CL -1/2" LAMINATED INSULATED GLAZING UNIT
D -1/4" FLOAT GLASS
DL -1" LAMINATED INSULATED GLAZING UNIT
DT -1/4" TEMPERED CLEAR
#003
ASI
#003
ASI
#022
ASI
FRP- FIBERGLASS REINFORCED PLASTIC PANEL
P-1 - PAINT COLOR 1
P-2 - PAINT COLOR 2
P-3 - PAINT COLOR 3
P-4 - PAINT COLOR 4
P-5 - PAINT COLOR 5
P-6 - PAINT COLOR 6
PT-2 - PORCELAIN TILE
AWP- ACOUSTIC WALL PANEL
TB- TACKBOARD
MB- MARKERBOARDS
ST-1 - STAINLESS STEEL (ELEVATOR)
STANDARD FRP
DEW325 VANILLA SHAKE
DE5765 SURFSIDE
DET 498 CORNSILK YELLOW
DE5881 NEWBURY PORT
DE5763 SPARKLING RIVIER
DE290 HIGHLANDER (GALAX-Z)
PORTFOLIO
SEE SPECS
SEE SPECS
MAGNETIC GLASS MAKER BOARD
SEE SPECS
WALL MATERIALS SCHEDULE
TYPE MANUFACTURE MODEL DESCRIPTION COMMENTS
MARLITE
DUNN EDWARDS
DUNN EDWARDS
DUNN EDWARDS
DUNN EDWARDS
DUNN EDWARDS
DUNN EDWARDS
DALTILE
CERTAINTEED
CLARUS FLOAT
SEE SPECS
SMOOTH SURFACE - S 100 S/2/S WHITE
TO MATCH ARCHITECT'S SAMPLE
TO MATCH ARCHITECT'S SAMPLE
TO MATCH ARCHITECT'S SAMPLE
TO MATCH ARCHITECT'S SAMPLE
TO MATCH ARCHITECT'S SAMPLE
TO MATCH ARCHITECT'S SAMPLE
SIZE: 12 X 24; DOVE GREY
SEE SPECS
SEE SPECS
SMOOOTH SURFACE -S 100 S/2/S WHITE
SEE SPECS
SEE SPEC.
SEE SPEC.
ROOM 001, 012, 013, 014, 015, 016, 017 ACCENT COLOR
ROOM 211, 212 ACCENT COLOR
ROOM 221, 220, 202 200A, 201, 211A ACCENT COLOR
ROOM 023, 024, 025, 116, 213 ACCENT COLOR
ROOM 214 GREEN SCREEN/ ACCENT COLOR
SEE SPEC.
SEE A4.& A5.SERIES FOR COLOR & LOCATION
SEE SPEC.
SEE SPEC.
010 - E
011 - E
010A - E
021 - E
022 - E
023 - E
005A - E
DOOR FINSH SCHEDULE
DOOR NUMBER DOOR FINISH DESCRIPTION
P-1
P-1
P-1
P-1
P-1
P-1
P-1
Dunn Edwards DEW325 Vanilla Shake
Dunn Edwards DEW325 Vanilla Shake
Dunn Edwards DEW325 Vanilla Shake
Dunn Edwards DEW325 Vanilla Shake
Dunn Edwards DEW325 Vanilla Shake
Dunn Edwards DEW325 Vanilla Shake
Dunn Edwards DEW325 Vanilla Shake
COUNTER TOP
CASEWORK PLASTIC LAMINATE
COUNTERTOP AND CASEWORK PLASTIC LAMINATE SCHEDULE
TYPE MANUFACTURE MODEL / COLOR
CAMBRIA
WILSONART COLTON--
FONTHILL PEAR 10745-60/ MATTE FINSH
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A4.0-1
FINISH SCHEDULE
& NOTES
ROOM FINISH SCHEDULE
ROOM NO.ROOM NAME
WALL FINISH FLOOR
FINISH
BASE
NOTESNORTHEASTSOUTHWESTNORTHEASTSOUTHWEST
001 STAFF OFFICE P-1 P-1 P-1, P-2 P-1 C-4 R-1 R-1 R-1 R-1
002 ARCHIVES P-1 P-1 P-1 P-1 R-2 R-1 R-1 R-1 R-1
2S3 STAIR 3 P-1 P-1 P-1 P-1 CO-1 R-1 R-1 R-1 R-1
2T1 ALL GENDER RESTROOM PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-1 T-1 T-1 T-1 T-1
2T2 ALL GENDER RESTROOM PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-1 T-1 T-1 T-1 T-1
2T3 STAFF RESTROOM PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-1 T-1 T-1 T-1 T-1
003 MECH EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
004 STAFF BREAK ROOM P-1 P-1 P-1 P-1 R-1 R-1 R-1 R-1 R-1
005 STORAGE P-1 P-1 P-1 P-1 CO-1 R-1 R-1 R-1 R-1
005A (E) ELEV. CONTROL RM.EXITING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
005B VESTIBULE
006 FIRE AL.RM EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
007 ELEVATOR-ABAN.EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
008 MECH-ABAN.EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING
009 ELEVATOR LOBBY P-1 P-1 P-1 P-1 CO-1 R-1 R-1 R-1 R-1
010 ALL GENDER RESTROOM PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-1 T-1 T-1 T-1 T-1
011 ALL GENDER RESTROOM PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-1 T-1 T-1 T-1 T-1
012 OFFICE P-1 P-1 P-2 P-1 C-4 R-1 R-1 R-1 R-1
013 OFFICE P-1 P-1 P-2 P-1 C-4 R-1 R-1 R-1 R-1
014 STAFF MEETING ROOM P-1 P-1 P-2 P-1 C-4 R-1 R-1 R-1 R-1
015 OFFICE P-1 P-1 P-2 P-1 C-4 R-1 R-1 R-1 R-1
016 OFFICE P-1 P-1 P-2 P-1 C4 R-1 R-1 R-1 R-1
017 OFFICE P-1 P-1 P-2 P-1 C-4 R-1 R-1 R-1 R-1
018 ELEV. CONTROL P-1 P-1 P-1 P-1 EXISTING R-1 R-1 R-1 R-1
019 ELECTRICAL P-1 P-1 P-1 P-1 EXISTING R-1 R-1 R-1 R-1
021 STORAGE P-1 P-1 P-1 P-1 C-4 R-1 R-1 R-1 R-1
022 STORAGE P-1 P-1 P-1 P-1 C-4 R-1 R-1 R-1 R-1
023 JANITOR.FRP FRP FRP FRP CO-1 NO BASE NO BASE NO BASE NO BASE
100 VESTIBULE P-4 P-1 P-1 P-1 C-5 R-1 R-1 R-1 R-1
101 GREAT READING ROOM P-1 P-1 P-1 P-1 C-5, MT-1A,
MT 1-B
R-1 R-1 R-1 R-1
102 MEETING/COMMUNITY ROOM P-1 P-1 WP P-1 C-5 R-1 R-1 R-1 R-1
102A STORAGE P-1 P-1 P-1 P-1 C-5 R-1 R-1 R-1 R-1
102B AV CLOSET P-1 P-1 P-1 P-1 C-5 R-1 R-1 R-1 R-1
103 BOOKMOBILE ROOM P1 P1 P1 P1 C-4, R-1 R-1 R-1 R-1 R-1
103A OFFICE P-1 P-1 P-1 P-1 C-4 R-1 R-1 R-1 R-1
104 STAFF-WOMEN RESTROOM PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-1 T-1 T-1 T-1 T-1
105 STAFF MEN RESTROOM PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-1 T-1 T-1 T-1 T-1
106 I.T.P-1 P-1 P-1 P-1 CO-1 R-1 R-1 R-1 R-1
107 VESTIBULE P-1 P-1 P-1 P-1 C5 R-1 R-1 R-1 R-1
108 STORAGE P-1 P-1 P-1 P-1 CO-1 R-1 R-1 R-1 R-1
109 BOOKSTORE P-1 P-1 P-1 P-1 C-1 R-1 R-1 R-1 R-1
110 MEN RR PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-1 T-1 T-1 T-1 T-1
111 WOMEN RR PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 PT-1 T-1 T-1 T-1 T-1
112 JAN. RM FRP FRP FRP FRP EXISTING NO BASE NO BASE NO BASE NO BASE
113 MECH.P-1 P-1 P-1 P-1 CO-1 R-1 R-1 R-1 R-1
114 ALL GENDER RESTROOM TW-1, P-1 TW-1, P-1 TW-1, P-1 TW-1, P-1 PT-1 T-1 T-1 T-1 T-1
115 ALL GENDER RESTROOM TW-1, P-1 TW-1, P-1 TW-1, P-1 TW-1, P-1 PT-1 T-1 T-1 T-1 T-1
116 NURSING/SENSORY P-1 P-1 P-5 P-1 C-3C R-1 R-1 R-1 R-1
117 YOUTH STACKS N/A P-1 P-1 N/A C-2C R-1 R-1 R-1 R-1
118 YOUTH STACKS N/A N/A P-7 P-7 C-1 N/A N/A R-1 N/A
119 ADULT STACKS N/A P-7 P-7 N/A C-1 N/A R-1 R-1 N/A
120 TODDLERS AND INFANTS P-1 P-1 P-1 P-1 C-2A, C-2B R-1 R-1 R-1 R-1
121 FAMILY ZONE P-1 P-1 P-1 P-1 C-3B, C-3C R-1 R-1 R-1 R-1
122 FIREPLACE ROOM P-1 P-1 P-1 P-1 C-1 R-1 R-1 R-1 R-1
123 SORTING P1 P1 P1 P1 C-4, R-1 R-1 R-1 R-1 R-1
124 STORAGE P-1 P-1 P-1 P-1 C3-A R-1 R-1 R-1 R-1
200 ADULT STACKS N/A P-1 P-1 P-1 C-1 R-1 R-1 R-1 R-1
200A VESTIBULE SEATING N/A P-1 P-4 P-1 C-1 R-1 R-1 R-1 R-1
200B STORAGE P-1 P-1 P-1 P-1 CO-1 R-1 R-1 R-1 R-1
201 STUDY P-1 P-1 P-4 P-1 C-5 R-1 R-1 R-1 R-1
202 STUDY P-1 P-1 P-4 P-1 C-5 R-1 R-1 R-1 R-1
211 YOUNG ADULT P-1 P-1 P-3 P-1 C-6, C-6A R-1 R-1 R-1 R-1
211A YA STUDY BOOTH P-4 P-1 P-1 P-1 C-5 R-1 R-1 R-1 R-1
212 MAKER SPACE P-1 P-1 P-1 P-1 R-2 R-1 R-1 R-1 R-1
213 VIDEO EDITING BOOTH AWP-1, P-5 AWP-1 AWP-1 N/A C-5 R-1 R-1 R-1 R-1
214 VIDEO RECORDING BOOTH AWP-1,P-6 N/A AWP-1 AWP-1 C-5 R-1 R-1 R-1 R-1
216 MAKER STORAGE P-1 P-1 P-1 P-1 R-2 R-1 R-1 R-1 R-1
217 JAN.RM FRP FRP FRP FRP EXISTING NO BASE NO BASE NO BASE NO BASE
218 ELEC. RM.P-1 P-1 P-1 P-1 CO-1 R-1 R-1 R-1
219 ELEVATOR N/A N/A N/A N/A CO-1 R-1 R-1 R-1 R-1
220 STUDY P-1 P-1 P-4 P-1 C-5 R-1 R-1 R-1 R-1
221 STAFF MEETING ROOM P-1 P-1 P-4 P-1 C-5 R-1 R-1 R-1 R-1
222 HISTORY P-1 P-1 P-1 P-1 C-5 R-1 R-1 R-1 R-1
223 OFFICE P-1 P-1 P-1 P-1 C-4 R-1 R-1 R-1 R-1
224 STAFF OFFICE P-1 P-1 P-1 P-1 C-4 R-1 R-1 R-1 R-1
225 OFFICE P-1 P-1 P-1 P-1 C-4 R-1 R-1 R-1 R-1
226 OFFICE P-1 P-1 P-1 P-1 C-4 R-1 R-1 R-1 R-1
ST-1 STAIR #1 P-1 P-1 P-1 P-1 RF-1 R-1 R-1 R-1 R-1 R-1 ON LANDINGS; VERIFIED IN FIELD; CUT TO FIT
ST-2 STAIR #2 P-1 P-1 P-1 P-1 RF-1 R-1 R-1 R-1 R-1 R-1 ON LANDINGS; VERIFIED IN FIELD; CUT TO FIT
ST-3 STAIR #3 P-1 P-1 P-1 P-1 RF-1 R-1 R-1 R-1 R-1 R-1 ON LANDINGS; VERIFIED IN FIELD; CUT TO FIT
FLOOR MATERIALS SCHEDULE
TYPE MANUFACTURE MODEL DESCRIPTION
C-1 CARPET TILE INTERFACE DRIFTWOOD -104860 - CHESTNUT 25 cm x 1m INSTALLED ASHLAR
C-2A CARPET TILE INTERFACE MOSS COLORLINE - 105563 ONYX/ MOSS 50cm INSTALLED NON DIREECTIONAL
C-2B CARPET TILE INTERFACE MOSS IN STONE - 105567 ONYX EDGE 50cm INSTALLED NON DIRECTIONAL
C-2C CARPET TILE INTERFACE SETT IN STONE - 105571 ONYX 50cm INSTALLED NON DIRCTIONAL
C-3A CARPET TILE INTERFACE B603 - 102922 PACIFIC 50cm INSTALLED NON DIRCTIONAL
C-3B CARPET TILE INTERFACE B602 - 102914 PACIFIC 50cm INSTALLED NPATTERN BY TILE
C-3C CARPET TILE INTERFACE B601 - 102906 PACIFIC 50cm INSTALLED NON DIRCTIONAL
C-4 CARPET TILE INTERFACE SHIVER ME TIMBERS - 103923 CYPRUS 25cm x 1m INSTALLED ASHLAR
C-5 CARPET TILE INTERFACE DRIFTWOOD - 104861 ELM 25 cm x 1m INSTALLED ASHLAR
C-6 CARPET TILE INTERFACE DRIFTWOOD -104850 ALDER 25 cm x 1m INSTALLED ASHLAR
C-6A CARPET TILE INTERFACE DRIFTWOOD -105269 MARIGOLD 25 cm x 1m INSTALLED ASHLAR
C-9 CARPET TILE PATCRAFT ARTEFACT - UNDERLING LAYER STAGGER INSTALLATION
CO-1 SEALED CONCRETE MASTERKURE HD300WB SEE SPEC.
MT-1A MARBLE TILE MARBLE MODERN NOCE TRAVERTINE - CROSS - CUT, 12" X
12"
MATCH ARCHITECT'S SAMPLE FOR COLOR
MT-1B MARBLE TILE MARBLE MODERN NOCE TRAVERTINE - CROSS - CUT, 12" X
12"
MATCH ARCHITECT'S SAMPLE FOR COLOR
PT-1 PORCELAN TILE DALTILE PORTFOLIO SIZE: 12 x 24; NOCE; SEE ARCHITEC'S SAMPLE
R-1 RESILIENT FLOOR MARMOLEUM - FORBO PIANO - 3601 WARM GREY MATCH ARCHITECT'S SAMPLE
R-2 RESILIENT FLOOR MARMOLEUM - FORBO PIANO - 3642 PERIWINKLE MATCH ARCHITECT'S SAMPLE
RF-1 RUBBER STAIR TREAD ROPPE CORPORATION RAISED SQUARE RUBBER STAIR TREAD;
COLOR: 670 ASPHALT; CONTRASTING
STRIPT COLOR: 100 BLACK
48" L; V.I.F; CUT TO FIT; #94 SQUARE NOSE FOR STAIR #1, #2 & #3
WALL BASE SCHEDULE
TYPE MANUFACTURE MODEL DESCRIPTION COMMENTS
R-1 RESILIENT BASE FORBO MARMOLEUM SAMPLE TO BE SELECTED FROM FULL RANGE OF
MANUFACTURER'S COLORS
T-1 PORCELAIN TILE BASE DALTILE PORTFOLIO PORCELAIN TILE CONCAVE METAL TRIM
#007
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#016
ASI
#016
ASI
#016.1
ASI
#016.1
ASI
#016.1
ASI
#016.1
ASI
FE
C
FE
C
FE
C
FE
C
FE
C
DW
FE
C
12345678910
C
D
E
F
G
H
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAFF OFFICE001
P-1
R-1
C-4
P-1
P-1, P-2 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ARCHIVES002
P-1
R-1
R-2
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
MECH-ABAN.008
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING EXISTING
EXISTING
EXISTING
EXISTING
ELEVATOR-ABAN.
007
WALLS
BASE
FLOOR
N E
S W
N E
S W
FIRE AL.RM006
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING EXISTING
EXISTING
EXISTING
EXISTING
WALLS
BASE
FLOOR
N E
S W
N E
S W
MECH003
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING EXISTING
EXISTING
EXISTING
EXISTING
WALLS
BASE
FLOOR
N E
S W
N E
S W
ALL GENDER
RESTROOM010
PT-2, P-1
T-1
PT-1
PT-2, P-1
PT-2, P-1 PT-2, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
OFFICE012
P-1
R-1
C-4
P-1
P-2 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
OFFICE013
P-1
R-1
C-4
P-1
P-2 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAFF MEETING
ROOM014
P-1
R-1
C-4
P-1
P-2 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
OFFICE015
P-1
R-1
C-4
P-1
P-2 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ELEV. CONTROL018
P-1
R-1
EXISTING
P-1
P-1 P-1
R-1
R-1
R-1
03ST-E
019
D24
B24aB24aC24aC24aC24aC24aB24a
(E) ELEV.
(N)
PASSENGER
ELEV.
WALLS
BASE
FLOOR
N E
S W
N E
S W
OFFICE017
P-1
R-1
C-4
P-1
P-2 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAFF BREAK
ROOM004
P-1
R-1
R-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
(E) ELEV. CONTROL
RM.005A
EXITING
EXISTING
EXISTING
EXISTING
EXISTING EXISTING
EXISTING
EXISTING
EXISTING
WALLS
BASE
FLOOR
N E
S W
N E
S W
OFFICE016
P-1
R-1
C4
P-1
P-2 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ELECTRICAL019
P-1
R-1
EXISTING
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STORAGE005
P-1
R-1
CO-1
P-1
P-1 P-1
R-1
R-1
R-1
P-2P-2P-2P-2P-2P-2
P-2
P-2
WALLS
BASE
FLOOR
N E
S W
N E
S W
JANITOR.023
FRP
NO BASE
CO-1
FRP
FRP FRP
NO BASE
NO BASE
NO BASE
WALLS
BASE
FLOOR
N E
S W
N E
S W
ELEVATOR LOBBY009
P-1
R-1
CO-1
P-1
P-1 P-1
R-1
R-1
R-1
#41
RFI
#41
RFI
WALLS
BASE
FLOOR
N E
S W
N E
S W
STORAGE022
P-1
R-1
C-4
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ALL GENDER
RESTROOM011
PT-2, P-1
T-1
PT-1
PT-2, P-1
PT-2, P-1 PT-2, P-1
T-1
T-1
T-1
#020
ASI
#020
ASI
#019
ASI
#019
ASI
#019
ASI
#016
ASI
#016
ASI
#016
ASI
#016
ASI
INDICATES AREA OF SLAB ON GRADE
DEMO AND REPLACED WITH CO-1 AS
REQUIRED BY PIT WALL SHORING
REQUIREMENTS.
#41.1
RFI
#41.1
RFI#41.1
RFI
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAIRST-3
P-1
R-1
RF-1
P-1
P-1 P-1
R-1
R-1
R-1
#016.1
ASI
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAIRST-1
P-1
R-1
RF-1
P-1
P-1 P-1
R-1
R-1
R-1
#016.1
ASI
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAIRST-2
P-1
R-1
RF-1
P-1
P-1 P-1
R-1
R-1
R-1
#016.1
ASI
WALLS
BASE
FLOOR
N E
S W
N E
S W
STORAGE021
P-1
R-1
C-4
P-1
P-1 P-1
R-1
R-1
R-1
#016.1
ASI
INTERIOR FLOOR FINISH LEGEND
C-5:
CARPET TILE
C-2A:
CARPET TILE
CO-1:
SEALED CONCRETE
R-1:
RESILIENT FLOOR
MT-1A:
NEW TRAVERTINE FLOOR TILE LIGHT
PT-1:
PORCELAIN TILE
C-1:
CARPET TILE
C-2C:
CARPET TILE
C-3A:
CARPET TILE
C-4:
CARPET TILE
C-2B:
CARPET TILE
C-3B:
CARPET TILE
C-3C
CARPET TILE
C-6:
CARPET TILE
C-6A:
CARPET TILE
MT-1B:
NEW TRAVERTINE FLOOR TILE DARK
R-2:
RESILIENT FLOOR
#016
ASI
RF-1:
RUBBER FLOOR FOR STAIRS
#016.1
ASI
INTERIOR WALL FINISH LEGEND
AWP-1:TACKABLE ACOUSTIC WALL PANEL
FRP:FIBER REINFORCED PLASTIC PANEL
MB:MARKERBOARD
P-0: PTD. GYP BOARD CEILING/SOFFIT
COLOR, THE SAME PAINT AS P-1 TYPICAL U.O.N.
P-1: WALL COLOR, TYPICAL U.O.N.
P-2: BASEMENT OFFICE ACCENT COLOR
P-3:YOUTH/ MAKER RM ACCENT COLOR
P-4:HALLWAY/ STUDY ROOM ACCENT COLOR
P-5:ROOM ACCENT COLOR
P-6: VIDEO RECORDING ROOM GREEN WALL COLOR
TW-1:PORCELAIN TILE 4' HEIGHT TYP.
(SEE A5.0-0 FOR ADDITIONAL INFORMATION)
WP:WOOD VENEER PANEL
WG:CUSTOM ACOUSTIC WOOD GRILLE
INTERIOR BASE FINISH LEGEND
R-1: RUBBER BASE
T-1: PORCELAIN TILE BASE
1.SEE A4.0-1 FOR FINISH LEGEND
SCHEDULE AND NOTES.
SHEET NOTES:
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A4.1-1
FINISH FLOOR
PLAN - BASEMENT
1/8" = 1'-0"1 NP00 - FINISHING PLAN - BASEMENT
FEC
FE
C
12345678910
C
D
E
F
G
H
WALLS
BASE
FLOOR
N E
S W
N E
S W
GREAT READING
ROOM101
P-1
R-1
C-5, MT-1A, MT 1-B
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ADULT STACKS119
N/A
N/A
C-1
P-7
P-7 N/A
R-1
R-1
N/A
WALLS
BASE
FLOOR
N E
S W
N E
S W
YOUTH STACKS118
N/A
N/A
C-1
N/A
P-7 P-7
R-1
N/A
N/A
WALLS
BASE
FLOOR
N E
S W
N E
S W
YOUTH STACKS117
N/A
R-1
C-2C
P-1
P-1 N/A
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STORAGE108
P-1
R-1
CO-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
MEN RR110
PT-2, P-1
T-1
PT-1
PT-2, P-1
PT-2, P-1 PT-2, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
WOMEN RR111
PT-2, P-1
T-1
PT-1
PT-2, P-1
PT-2, P-1 PT-2, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ALL GENDER
RESTROOM115
TW-1, P-1
T-1
PT-1
TW-1, P-1
TW-1, P-1 TW-1, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ALL GENDER
RESTROOM114
TW-1, P-1
T-1
PT-1
TW-1, P-1
TW-1, P-1 TW-1, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
MECH.113
P-1
R-1
CO-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
BOOKMOBILE
ROOM103
P1
R-1
C-4, R-1
P1
P1 P1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAFF-WOMEN
RESTROOM104
PT-2, P-1
T-1
PT-1
PT-2, P-1
PT-2, P-1 PT-2, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAFF MEN
RESTROOM105
PT-2, P-1
T-1
PT-1
PT-2, P-1
PT-2, P-1 PT-2, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
I.T.106
P-1
R-1
CO-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
BOOKSTORE109
P-1
R-1
C-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
SORTING123
P1
R-1
C-4, R-1
P1
P1 P1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
FAMILY ZONE121
P-1
R-1
C-3B, C-3C
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
NURSING/SENSORY116
P-1
R-1
C-3C
P-1
P-5 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STORAGE124
P-1
R-1
C3-A
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
OFFICE103A
P-1
R-1
C-4
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
VESTIBULE107
P-1
R-1
C5
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
MEETING/COMMUNITY
ROOM102
P-1
R-1
C-5
P-1
WP P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
VESTIBULE100
P-4
R-1
C-5
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
TODDLERS AND
INFANTS120
P-1
R-1
C-2A, C-2B
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ELEVATOR219
N/A
R-1
CO-1
N/A
N/A N/A
R-1
R-1
R-1
P-4
P-5
WALLS
BASE
FLOOR
N E
S W
N E
S W
JAN. RM112
FRP
NO BASE
EXISTING
FRP
FRP FRP
NO BASE
NO BASE
NO BASE
ENTRANCE FLOOR MAT
MIN 10' L X 6' W
ENTRANCE FLOOR MAT
MIN 7' W X 6' L
10' - 0"
6'
-
0
"
7' - 0"
6'
-
0
"
#020
ASI
#020
ASI #020
ASI
#020
ASI
#020
ASI
NEW TRAVERTINE
TILE MT-1A & MT-1B;
SEE 12/ A9.2-1 FOR
FLOORING STONE
TILE TRANSITION
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#016
ASI
#016
ASI
#016
ASI
#016
ASI
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAIR #2ST-2
P-1
R-1
RF-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAIR #1ST-1
P-1
R-1
RF-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
AV CLOSET102B
P-1
R-1
C-5
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STORAGE102A
P-1
R-1
C-5
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAIR #3ST-3
P-1
R-1
RF-1
P-1
P-1 P-1
R-1
R-1
R-1
#016.1
ASI
#016.1
ASI
#016.1
ASI
#016.1
ASI
#016.1
ASI
#016.1
ASI
#016.1
ASI
#016.1
ASI
WALLS
BASE
FLOOR
N E
S W
N E
S W
FIREPLACE ROOM122
P-1
R-1
C-1
P-1
P-1 P-1
R-1
R-1
R-1
INTERIOR FLOOR FINISH LEGEND
C-5:
CARPET TILE
C-2A:
CARPET TILE
CO-1:
SEALED CONCRETE
R-1:
RESILIENT FLOOR
MT-1A:
NEW TRAVERTINE FLOOR TILE LIGHT
PT-1:
PORCELAIN TILE
C-1:
CARPET TILE
C-2C:
CARPET TILE
C-3A:
CARPET TILE
C-4:
CARPET TILE
C-2B:
CARPET TILE
C-3B:
CARPET TILE
C-3C
CARPET TILE
C-6:
CARPET TILE
C-6A:
CARPET TILE
MT-1B:
NEW TRAVERTINE FLOOR TILE DARK
R-2:
RESILIENT FLOOR
#016
ASI
RF-1:
RUBBER FLOOR FOR STAIRS
#016.1
ASI
INTERIOR WALL FINISH LEGEND
AWP-1:TACKABLE ACOUSTIC WALL PANEL
FRP:FIBER REINFORCED PLASTIC PANEL
MB:MARKERBOARD
P-0: PTD. GYP BOARD CEILING/SOFFIT
COLOR, THE SAME PAINT AS P-1 TYPICAL U.O.N.
P-1: WALL COLOR, TYPICAL U.O.N.
P-2: BASEMENT OFFICE ACCENT COLOR
P-3:YOUTH/ MAKER RM ACCENT COLOR
P-4:HALLWAY/ STUDY ROOM ACCENT COLOR
P-5:ROOM ACCENT COLOR
P-6: VIDEO RECORDING ROOM GREEN WALL COLOR
TW-1:PORCELAIN TILE 4' HEIGHT TYP.
(SEE A5.0-0 FOR ADDITIONAL INFORMATION)
WP:WOOD VENEER PANEL
WG:CUSTOM ACOUSTIC WOOD GRILLE
INTERIOR BASE FINISH LEGEND
R-1: RUBBER BASE
T-1: PORCELAIN TILE BASE
1.SEE A4.0-1 FOR FINISH LEGEND
SCHEDULE AND NOTES.
SHEET NOTES:
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A4.1-2
FINISH FLOOR
PLAN- 1ST FLOOR
1/8" = 1'-0"1 NP01- FINISH FLOOR PLAN- FIRST FLOOR
MT-1
#020
ASI
FE
C
FE
C
FEC
12345678910
C
D
E
F
G
H
WALLS
BASE
FLOOR
N E
S W
N E
S W
HISTORY222
P-1
R-1
C-5
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
YOUNG ADULT211
P-1
R-1
C-6, C-6A
P-1
P-3 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STUDY202
P-1
R-1
C-5
P-1
P-4 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ALL GENDER
RESTROOM2T1
PT-2, P-1
T-1
PT-1
PT-2, P-1
PT-2, P-1 PT-2, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ALL GENDER
RESTROOM2T2
PT-2, P-1
T-1
PT-1
PT-2, P-1
PT-2, P-1 PT-2, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAFF RESTROOM2T3
PT-2, P-1
T-1
PT-1
PT-2, P-1
PT-2, P-1 PT-2, P-1
T-1
T-1
T-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STUDY220
P-1
R-1
C-5
P-1
P-4 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAFF MEETING
ROOM221
P-1
R-1
C-5
P-1
P-4 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ADULT STACKS200
N/A
R-1
C-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
VESTIBULE
SEATING200A
N/A
R-1
C-1
P-1
P-4 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STUDY201
P-1
R-1
C-5
P-1
P-4 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
JAN.RM217
FRP
NO BASE
EXISTING
FRP
FRP FRP
NO BASE
NO BASE
NO BASE
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAIR 32S3
P-1
R-1
CO-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
MAKER STORAGE216
P-1
R-1
R-2
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STORAGE200B
P-1
R-1
CO-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
OFFICE226
P-1
R-1
C-4
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
OFFICE223
P-1
R-1
C-4
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
YA STUDY BOOTH211A
P-4
R-1
C-5
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAFF OFFICE224
P-1
R-1
C-4
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
STAIR 32S3
P-1
R-1
CO-1
P-1
P-1 P-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
ELEC. RM.218
P-1
R-1
CO-1
P-1
P-1 P-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
VIDEO RECORDING
BOOTH214
AWP-1,P-6
R-1
C-5
N/A
AWP-1 AWP-1
R-1
R-1
R-1
WALLS
BASE
FLOOR
N E
S W
N E
S W
VIDEO EDITING
BOOTH213
AWP-1, P-5
R-1
C-5
AWP-1
AWP-1 N/A
R-1
R-1
R-1
P-4P-4 P-4 P-4
P-3
P-6 P-5
P-4
#020
ASI
#020
ASI#020
ASI
#020
ASI
#020
ASI
#020
ASI
P-4
#020
ASI
#020
ASI
C-
6
A
#020
ASI
WALLS
BASE
FLOOR
N E
S W
N E
S W
MAKER SPACE212
P-1
R-1
R-2
P-1
P-1 P-1
R-1
R-1
R-1
#016
ASI
#016
ASI
#016
ASI
WALLS
BASE
FLOOR
N E
S W
N E
S W
OFFICE225
P-1
R-1
C-4
P-1
P-1 P-1
R-1
R-1
R-1
#016.1
ASI
#016.1
ASI
#016.1
ASI
#016.1
ASI
INTERIOR FLOOR FINISH LEGEND
C-5:
CARPET TILE
C-2A:
CARPET TILE
CO-1:
SEALED CONCRETE
R-1:
RESILIENT FLOOR
MT-1A:
NEW TRAVERTINE FLOOR TILE LIGHT
PT-1:
PORCELAIN TILE
C-1:
CARPET TILE
C-2C:
CARPET TILE
C-3A:
CARPET TILE
C-4:
CARPET TILE
C-2B:
CARPET TILE
C-3B:
CARPET TILE
C-3C
CARPET TILE
C-6:
CARPET TILE
C-6A:
CARPET TILE
MT-1B:
NEW TRAVERTINE FLOOR TILE DARK
R-2:
RESILIENT FLOOR
#016
ASI
RF-1:
RUBBER FLOOR FOR STAIRS
#016.1
ASI
INTERIOR WALL FINISH LEGEND
AWP-1:TACKABLE ACOUSTIC WALL PANEL
FRP:FIBER REINFORCED PLASTIC PANEL
MB:MARKERBOARD
P-0: PTD. GYP BOARD CEILING/SOFFIT
COLOR, THE SAME PAINT AS P-1 TYPICAL U.O.N.
P-1: WALL COLOR, TYPICAL U.O.N.
P-2: BASEMENT OFFICE ACCENT COLOR
P-3:YOUTH/ MAKER RM ACCENT COLOR
P-4:HALLWAY/ STUDY ROOM ACCENT COLOR
P-5:ROOM ACCENT COLOR
P-6: VIDEO RECORDING ROOM GREEN WALL COLOR
TW-1:PORCELAIN TILE 4' HEIGHT TYP.
(SEE A5.0-0 FOR ADDITIONAL INFORMATION)
WP:WOOD VENEER PANEL
WG:CUSTOM ACOUSTIC WOOD GRILLE
INTERIOR BASE FINISH LEGEND
R-1: RUBBER BASE
T-1: PORCELAIN TILE BASE
1.SEE A4.0-1 FOR FINISH LEGEND
SCHEDULE AND NOTES.
SHEET NOTES:
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A4.1-3
FINISH FLOOR
PLAN - 2ND FLOOR
1/8" = 1'-0"1 NP02 - FINISH FLOOR PLAN - SECOND FLOOR
FE
C
FE
C
FE
C
FE
C
FE
C
FE
C
12345678910
C
D
E
F
G
H
STAFF
OFFICE
001
MECH
003
ALL GENDER
RESTROOM
010
STAFF
MEETING
ROOM
014
OFFICE
013
OFFICE
012
ARCHIVES
002
ELEV.
CONTROL
018
FIRE AL.RM
006
ELEVATOR-ABAN.
007
MECH-ABAN.
008
OPEN TO
STRUCTURE
OPEN TO STRUCTURE
OPEN TO STRUCTURE
OPEN TO STRUCTURE
+7'-10"
+7'-10"
(E) ELEV.
CONTROL
RM.
005A
STAFF
BREAK
ROOM
004
+7'-10"
+7'-10"+7'-10"+7'-10"+7'-10"
OPEN TO
STRUCTURE
+9'-8 1/4"
+9'-8 1/4"
+9'-8 1/4"
+9'-8 1/4"
+9'-8 1/4"
OFFICE
015
OFFICE
016
OFFICE
017
STORAGE
005
SMOKE CONTAINMENT SYSTEM
+7'-8"
+8'-0"
#002
ASI
#002
ASI
#002
ASI
#002
ASI
+8'-0"
+8'-0"
+7'-10"+7'-10"
+7'-10"
+6'-2"+6'-2"+6'-2"+6'-2"+6'-2"+6'-2"
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#002
ASI
#020
ASI
#020
ASI
#019
ASI
#019
ASI
#020
ASI
ALL GENDER
RESTROOM
011
9"
2'
-
0
"
+7'-6"
7' - 5"
7' - 3"
9'
-
0
"
EXISTING CABLE TRAY
SEE TN.6.1-0 EXISTING CABLE TRAY
SEE TN.6.1-0
9
A9.4-1
9
A9.4-1
0' - 2"0' - 2"
0' - 2"0' - 2"
6
A9.4-1
6
A9.4-1
#159.1
RFI
REFLECTED CEILING PLAN LEGEND
G-1:
GYPSUM BOARD CEILING PTD.
ACT-2:
2'X4' ACOUSTIC CEILING TILE
ACT-1:
1'X1' ACOUSTIC CEILING TILE
W-1:
CUSTOM WOOD GRILLE WITH ACOUSTIC
BACKING
OPEN TO STRUCTURE ABOVE
C -1:
CEMENT PLASTER
(E) CEILING TO REMAIN
#002
ASI
1.
2.
LIGHT FIXUTRE AND LIGHTING SCHEDUDLE REFER TO
ELECTRICAL DRAWING (E. SERIES) FOR GRAPHIC AND
DETAILS
NOT ACCEPTABLE TO RUN THE CONDUIT EXPOSED#002
ASI
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A6.0-1
REFLECTED
CEILING PLAN-
BASEMENT
1/8" = 1'-0"1 RCP00-REFLECTED CEILING PLAN-BASEMENT
#159
RFI
#159
RFI
#159
RFI
#159
RFI
#159
RFI
#159
RFI
#159
RFI
#159
RFI
#159
RFI
12345678910
C
D
E
F
G
H
TODDLERS
AND
INFANTS
120
GREAT
READING
ROOM
101
YOUTH
STACKS
117
MECH.
113
MEN RR
110
WOMEN RR
111
STORAGE
108
BOOKMOBILE
ROOM
103
SORTING
123
I.T.
106
STAFF MEN
RESTROOM
105
STAFF-WOMEN
RESTROOM
104
ALL GENDER
RESTROOM
114
ALL GENDER
RESTROOM
115 JAN. RM
112
+8'-0"
BOOKSTORE
109
+8'-0"
+8'-0"
+9'-0"
NURSING/SENSORY
116
STORAGE
124
REPLACE (E) 1'X1' CLG TILES
WITH NEW TILES, GRIDS AND
LIGHTS.
YOUTH AREA:
NEW ACT TILE AND NEW
GRID SYSTEM
OFFICE
103A+8'-0"+8'-0"
MEETING/COMMUNITY
ROOM
102
VESTIBULE
107
+9'-0"
+9'-0"
VESTIBULE
100
+9'-0"
+8'-0"
+8'-0"
+8'-0"+8'-0"
DRAPES AND ROD 15'-8"W X 28' H
TRIM BETWEEN
CEILINGS @
DIFFERENT HEIGHTS
+8'-0"
+8'-0"
+8'-6"
+8'-0"
+8'-0"
#002
ASI
#002
ASI #002
ASI
ALIGN TILE PATTEN AT TWO
SURFACES
#002
ASI
+9'-0"
+10'-2"
#12
RFI
#38
RFI
3' - 0 3/4"22' - 0"
+7'-6"+7'-6"
+8'-0"
+8'-0"
+9'-0"
+9'-0"
#43
RFI
1' - 3 3/4"3' - 0 3/4"
2' - 3 3/8"
DEMO ABOVE 9'-0 A.F.F.
DEMO ABOVE 9'-0 A.F.F.
+9'-0"
DEMO ABOVE 9'-0 A.F.F.
+10'-0"
#60
RFI
#020
ASI
#020
ASI
#020
ASI
+10'-5"
#020
ASI #020
ASI
#020
ASI
#020
ASI
+9'-0"
#020
ASI
14
A9.4-1 7
A9.4-1
11
A9.4-1
7
A9.4-1
14
A9.4-1SIM.
#020
ASI
#120
RFI
#109
RFI
#120
RFI
#120
RFI
+7'-6"+7'-6"
+9'-4 1/2"
+8'-0"
HIGH CEILING FOR COMPACT SHELVING.
CEILING HEIGHT TO BE VERIFIED WITH SELECTED SHELVING MANUFACTURER
#142
RFI
#142
RFI
#023
ASI
4"
11
'
-
8
"
1'
-
7
1
/
4
"
1' - 0 3/4"15' - 4"1' - 8"
5
A9.4-210
A9.4-3
9
A9.4-1
7
A9.4-1
7
A9.4-1
#142.1
RFI
#142.1
RFI
REFLECTED CEILING PLAN LEGEND
G-1:
GYPSUM BOARD CEILING PTD.
ACT-2:
2'X4' ACOUSTIC CEILING TILE
ACT-1:
1'X1' ACOUSTIC CEILING TILE
W-1:
CUSTOM WOOD GRILLE WITH ACOUSTIC
BACKING
OPEN TO STRUCTURE ABOVE
C -1:
CEMENT PLASTER
(E) CEILING TO REMAIN
#002
ASI
1.
2.
LIGHT FIXUTRE AND LIGHTING SCHEDUDLE REFER TO
ELECTRICAL DRAWING (E. SERIES) FOR GRAPHIC AND
DETAILS
NOT ACCEPTABLE TO RUN THE CONDUIT EXPOSED#002
ASI
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A6.0-2
REFLECTED
CEILING PLAN-
FIRST FLOOR
1/8" = 1'-0"1 RCP01-REFLECTED CEILING PLAN- FIRST FLOOR
FE
C
FE
C
FEC
12345678910
C
D
E
F
G
H
STUDY
201
STUDY
202
STAFF
RESTROOM
2T3
ALL GENDER
RESTROOM
2T2
ALL GENDER
RESTROOM
2T1
STUDY
220
STAFF
MEETING
ROOM
221
HISTORY
222 ADULT
STACKS
200
VESTIBULE
SEATING
200A
YOUNG
ADULT
211
JAN.RM
217
STAIR 3
2S3
+9'-6"
+8'-0"+8'-0"+8'-0"
+8'-6"
STORAGE
200B MAKER
STORAGE
216
+9'-6"
OFFICE
226
OFFICE
223
DRAPES AND ROD
15'-8"W X 28' H
+9'-6"
YA STUDY
BOOTH
211A
+9'-6"
+7'-10"
STAFF
OFFICE
224
+9'-6"
+9'-6"
+9'-6"
+9'-6"
+8'-8"
SMOKE CONTAINMENT SYSTEM
OFFICE
225+9'-6"
+9'-6"
+9'-0"
+7'-8"
ELEC. RM.
218
VIDEO
RECORDING
BOOTH
214
VIDEO
EDITING
BOOTH
213
+9'-6"
+9'-6"+9'-6"
CEILING
ABOVE F/F
LEVEL OF
HISTORY AND
OFFICE
+7'-8"
EXISTING SOFFIT HEIGHT ELEVATION,
TO CONFIRM IN FIELD
NEW SOFFIT TO MATCH AND ALIGN WITH
EXISTING SOFFIT HEIGHT ELEVATION, TO
CONFIRM IN FIELD
#30
RFI
1
A5.0-65
A5.0-6
+9'-6"
+7'-10"+7'-10"
#020
ASI
#020
ASI
#160
RFI
+7'-10"
V.
I
.
F
.
4'
-
9
3
/
4
"
8"
+7'-10"
#204
RFI
+7'-8"
#204
RFI
#204
RFI #204
RFI
#204
RFI
REFLECTED CEILING PLAN LEGEND
G-1:
GYPSUM BOARD CEILING PTD.
ACT-2:
2'X4' ACOUSTIC CEILING TILE
ACT-1:
1'X1' ACOUSTIC CEILING TILE
W-1:
CUSTOM WOOD GRILLE WITH ACOUSTIC
BACKING
OPEN TO STRUCTURE ABOVE
C -1:
CEMENT PLASTER
(E) CEILING TO REMAIN
#002
ASI
1.
2.
LIGHT FIXUTRE AND LIGHTING SCHEDUDLE REFER TO
ELECTRICAL DRAWING (E. SERIES) FOR GRAPHIC AND
DETAILS
NOT ACCEPTABLE TO RUN THE CONDUIT EXPOSED#002
ASI
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A6.0-3
REFLECTED
CEILING PLAN-
SECOND FLOOR 1/8" = 1'-0"1 RCP02- REFLECTED CEILING PLAN- SECOND FLOOR
6"
M
I
N
INTERIOR
(E) MARBLE PANELS,
REPAIR PER
SPECIFICATIONS
PUTTY TYP. BOTH
SIDES
STEEL SASH TO MATCH (E)
PUNCH WINDOWS
GLAZING
(E) INTERIOR
PLASTER
STEEL TRIM. MATCH (E)
3/8" EXPANSION
ANCHOR FOR STEEL
APPLICATIONS
ROD AND SEALANT
INTERIOR
MARBLE PANELS TO
MATCH (E) ALIGN
JOINTS
PUTTY TYP. BOTH
SIDES
STEEL SASH TO
MATCH (E)
GLAZING
ROD AND SEALANT
ALONG SILL
BACKER ROD AND
SEALANT AS
REQUIRED
MARBLE SILL TO
MATCH (E)
MTL FLASHING STEEL TRIM
INTERIOR PLASTER O/SELF
EXPANDED METAL LATH. MATCH
ADJACENT FINISH
2"
EXP. ANCHOR
6" METAL STUD INFILL
WALL W/ INSULATION PER
ARCHITECT'S
SPECIFICATIONS
1/2" HIGH GRADE
PLYWOOD SHEATHING
7/8" EXTERIOR PLASTER
O/METAL LATH
WRB WRAP AROUND SILL
6"
M
I
N
INTERIOR
(E) MARBLE PANELS,
REPAIR PER
SPECIFICATIONS
INTERIOR PLASTER.
MATCH (E)3/8" EXPANSION
ANCHOR FOR STEEL
APPLICATIONS
CONT. BACKER ROD
AND SEALANT. TYP
BOTH SIDES
0'
-
2
"
SHIM
HM FRAME
DOOR
INTERIOR
MARBLE PANELS TO
MATCH (E) ALIGN
JOINTS
INTERIOR PLASTER O/SELF
EXPANDED METAL LATH. MATCH
ADJACENT FINISH
EXP. ANCHOR
6" METAL STUD INFILL
WALL W/ INSULATION PER
ARCHITECT'S
SPECIFICATIONS
1/2" HIGH GRADE
PLYWOOD SHEATHING
CEM. GROUT
WRB WRAP AROUND
MATCH (E)
DOOR
HM FRAME
SHIM
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A8.7-2
NEW WINDOW
DETAILS
6" = 1'-0"2 NEW WINDOW HEAD/JAMB
6" = 1'-0"1 NEW WINDOW SILL
NOT USED
NOT USED
6" = 1'-0"3 HM DOOR HEAD/JAMB @ (E) CONCRETE
6" = 1'-0"4 HM DOOR JAMB @ INFILL WALL
#022
ASI
NOTE:
1. AT DOORS,THRESHOLD ACTS AS TRANSITION BETWEEN
DIFFERING MATERIALS
CARPET, TYPE "1"CARPET, TYPE "2"
RES. TILE/ RUBBER CORK
CARPET TO RES. TILE/ RUBBER CORK C
TRANSITION STRIPCARPET
CARPET TO PORCELAIN TILE
B1
MARBLE THRESHOLD
THIN SET-PORCELAIN TILE
CARPET
CARPET TO CARPET D
SEALED CONCRETE/ EPOXY TO RES. TILE/ RUBBER CORKB2
MARBLE THRESHOLD
RES. TILE/ RUBBER CORKEPOXY/ CONCRETE
MAX 1:2
(RISE:
RUN)
IF ADJACENT CARPETS ARE FROM A DIFFERENT MANUFACTURER AND
TRANSITION DOES NOT OCCUR AT DOORS, PROVIDE RESILIENT TRANSITION
STRIP
1/
2
"
M
A
X
.
3/
8
"
MAX 1:2 (RISE: RUN)
LEVELING COMPOUND
1 2
CONC.
CARPET TO CONCRETE A
ALUM. THRESHOLD
CARPET
MA
X
1/
2
"
MAX SLOPE 1/2 (RISE)
1/
4
"
#139
RFI
CO
V
E
B
A
S
E
B A
D
PORCELAIN WALL TILE OVER
THINSET BASE
COVE BASE TILE W/ 3/8"
RADIUS TO MATCH
FLOOR TILES
THIN-SET PORCELAIN
FLOOR TILE
PORCELAIN TILE COVE BASE
CARPET AT BASE RES. TILE/ RUBBER CORK AT BASE
COVE RUBBER
BASERES. TILE/ RUBBER CORK
STRAIGHT RUBBER
BASE
CARPET
FLOOR
C SEALED CONCRETE AT BASE
SLIM FOOT
BASE
SEALED CONCRETESEALANT JOINT
LIQUID APPLIED
EPOXY COVE BASE
E EPOXY BASE
CO
V
E
B
A
S
E
4"
EPOXY FLOORING
4"
VERTICAL CHANGE IN
LEVEL WITHOUT EDGE
TREATMENT
BEVELED CHANGE IN LEVEL
MAX
1:2 (RISE:RUN)
1/
4
"
1/
2
"
1/
4
"
1/
4
"
1 2
TROUGH
6 1/2"
B ANTI-TIP RAIL
CONCRETE BACK
FILL SEE S-SERIES
DRAWINGS
EXISTING
CONCRETE SLAB
NON-SHRINK GROUT
1/4" DIA. x 2" EMB. SLEEVE
ANCHORS
1
1
/
2
"
M
I
N
.
TH
I
C
K
N
E
S
S
O
F
F
L
O
O
R
C
O
N
V
E
R
I
N
G
VA
R
I
E
S
.
B
A
S
E
D
O
N
NOTE: ALL TROUGH SIDES, BOTTOMS & SURFACE AT EDGE OF
TROUGH MUST BE TRUE TO 1/4" OVER 20'-0 SPAN (NON-
CUMULATIVE).
1.
2.
3.
CONCRETE BACK FILL (TROUGHS) NOTES:
FINISHED SLAB MUST MAINTAIN NO MORE THAN 1/4" OVER
20'-1" OUT OF LEVER IN ALL DIRECTIONS.
FINISHED SLAB MUST BE NO HIGHER THAN TOP OF
FINSHED RAIL MINUS THE THICKNESS OF THE FLOOR
OVERING AT ANY POINT.
COCRETE BACKFILL & THE CLEANING OF RAILS TO BE
DONE BY OTHERS.
(E) CONC. SLAB
CARPET TILE
3/8" STONE
TILE OVER
THINSBT
CONC.LEVELING
COMPOUND
SCHIENE 3/8"
ALIGN
MIN.
2"MAX.
1"
RUBBER INTREGRAL
TREAD & NOSING;
PROVID 2" MIN.
WARNING STRIP AT TOP
& BOTTOM TREADS
RUBBER INTREGRAL
TREAD & NOSING; SEE
FINISH PLAN
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A9.2-1
INTERIOR DETAILS
- FLOOR AND BASE
3" = 1'-0"01 IFL - FLOORING TRANSITIONS
3" = 1'-0"09 IFL - WALL BASE DETAILS
6" = 1'-0"11 IFL - TYPICAL CHANGE IN LEVEL
6" = 1'-0"2 IFL - MOBILE COMPACT SHELVING RECESSED RAIL DETAILS
3" = 1'-0"12 IFL - FLOORING STONE TILE TRANSITION
#020
ASI
15 IFL - PATCHING HOLES ON CATWALK PLAN
CONDITOIN A: PANEL LEFT IS WIDER THAN 3"
CONDITOIN B: PANEL LEFT IS LESS THAN 3"
14 IFL - PATCHING WEB PLATE SECTOIN
#107
RFI
3" = 1'-0"10 IFL - RUBBER STAIR TREAD @ STAIR #1, #2 & #3
#016.1
ASI
#12 HANGER WIRE
TEE GRID SYSTEM
ACOUSTICAL
CEILING PANELS
PERIMETER TRIM
4"H U.N.O.
T-BAR CONNECTOR CLIP
SEISMIC CLIP
"TEGULARIZE" CUT PANELS AT
PERIMETER
"T" BAR
SUSPENDED ACOUSTICAL
CEILING PANEL
HEMMED ANGLE MOUNDING
PARTITION AS SCHEDULED, SEE
PLAN FOR TYPE
WIRE HANGER
3/4" MIN.
8" MAX.
7/8"
NOTE:
USE SLIP CONNECTION AT TWO ADJACENT WALLS. AT
THE TWO OTHER, SECURE THE MAIN AND CROSS TEES
TO THE WALL ANGLE TO FORM A FIXED CONNECTION.
VERIFY WITH CEILING MANUFACTURER THE REQ'D
CLEAR DIMENSION BETWEEN CEILING TEE AND WALL.
(4) 12GA. SPLAY WIRES
(ATTACH TO MAIN RUNNER
ONLY)@ 45° FROM CLNG.
PLANE + 90° FROM EACH
OTHER PARALLEL TO CROSS
TEES AND MAIN RUNNERS.
SPACE @ 12' O.C. MAX BOTH
DIRECTIONS.
HEAVY DUTY MAIN RUNNER @ 4'-0" O.C.
LOCKING CROSS
TEES @ 2'-0" O.C. TYP.
MAX.
MAX.
2"
2"
TYP. 12GA. HANGER WIRE
ATTACHED TO STRUCTURE
ABV. COMPRESSION STRUT.
ANGLE CLIP-PINNED TO
CEILING STRUCTURE AND
BOLTED TO VERTICAL
COMPRESSION STRUT
TYP. 12 GA. HANGER WIRE @
4' O.C. + W/IN 8" OF PERIM.
WALL OR CLNG.
DISCONTINUITY. ADD. WIRES
W/IN 3" OF EA. CORNER OF
EA. FIXTURE + 2 ADD. WIRES
ATTACHED TO OPP.
CORNERS OF FIXTURES.
COMPRESSION STRUT SEE
STRUT CONNECTION DETAIL
3/A9.2-1 FOR ATTACHMENT TO
STRUCTURE ABOVE. LOCATE
ON MAIN RUNNER ON CENTER
OF 12x24 FIELD GRID, STARTING
AT MAX. OF 6'-0" FROM
PERIMETER.•
•
•
NOTES:
1. AREA OF CEILING PER EACH BRACE NOT TO
EXCEED 144 SQ. FT
2. FIRST BRACING POINT WITHIN 6 FT. OF EACH
WALL.
3. BRACE POINT ON MAIN RUNNER NOT TO EXCEED
2" DISTANCE FROM CROSS RUNNER.
4. COMPLY WITH CBC 2022 FOR CEILING SUPPORT.
5. AT LIGHT FIXTURES PROVIDE SAFETY CLIPS TO
TIE TO CLNG. LIGHT FIXTURE (ALL TYPES)
MECHANICALLY ATTACHED TO GRID (TWO PER
FIXTURE UNLESS INDEPENDENTLY SUPPORT),
REQUIRED FOR:
- PENDANT-HUNG FIXTURES DIRECTLY SUPPORTED
FROM STRUCTURE WITH 9 GA. WIRE
- RIGID LAY-IN OR CAN FIXTURES:
LESS THAN OR EQUAL TO 10LBS, ONE WIRE
TO STRUCTURE
11-56 LBS: TWO WIRES FROM HOSUING TO
STRUCTURE
EQUAL TO OR GREATER THAN 57 LBS:
SUPPORTED DIRECTLY TO STRUCTURE
TOP CLIP (MECHANICALLY FASTENED)
SPRING CLIP
VERTICAL HANGER WIRE
BULB CLIP (MECHANICALLY FASTENED)
"T" BAR CROSS TEE
"T" BAR MAIN RUNNER
TEGULAR ACOUSTIC PANEL
WIRE HANGER
NOTES:
1. SEE SCHEDULE FOR FINISH CEILING TYPE
2. USE MANUFACTURER RECOMMENDED SEISMIC PERIMETER
CONNECTION AT TWO ADJACENT WALLS. AT THE TWO REMAINING
WALLS, SECURE THE MAIN AND CROSS TEES TO THE WALL ANGLE TO
FORM A FIXED CONNECTION
ELEVATION
SCHEDULED SUSPENDED
CEILING SYSTEM
3/4" MIN8"
BRACING WIRES, 12
GAUGE MIN.
PLAN
8"6'-0" MAX 12'-0" O.C.
6'
-
0
"
M
A
X
12
'
-
0
"
O
.
C
.
90°90°
3/4" MIN. CLEAR
CROSS RUNNER OR
MAIN RUNNERRIGID VERTICAL STRUT @ 12'-0" O.C.
I.C.B.O. #2244, SEE DET. 2, 3/A9.4-1
NOTE:
TIE MAIN AND CROSS RUNNER TO TWO ADJACENT WALLS THAT WITH FIXIED
CONNECTIONS, 7/A9. 4-1. THE OTHER TWO ADJACENT WALLS SHALL BE A SLIPPED
CONNECTION, 1/A9.4-1
.
45
,
0
0
°
.
PERIMETER VERTICAL HANGER WIRES, TYP.
ATTACH
SCREW
THROUGH
EITHER TOP
FASTENER
OPENING
8 MAX.
PERIMETER
HANGER
WIRE
7/8"
SEISMIC
CLIP (USG
ACM7)
PERIMETER
CLOSURE
(MOLDING)
2
ALIGN
.25" MOUNTING HOLE
CAM LATCH
.625" RECESS
PLASTIC GROMMET
ADHESIVE MASTIC
DRYWALL BEAD
HINGE
PANEL WIDTH AS SPECIFIED
0'
-
2
1
/
2
"
ALIGN
EDGE MOULDING
HANGER WIRE, SEE A9.4-1 &
A9.4-2 FOR CONNECTION AND
MIN. SPACING REQUIREMENTS
SUSPENDED SOFFIT
ACT CEILING, SEE RCP
B.O. CLG.
SEE R.C.P.
SOFFIT
COLUMN W/
FIREPROOFING, S.S.D.
L TRIM 2-1/2 INCH DRML-300
#10 SMS, TYP.
2-1/2" C-CHANNEL
ACT CEILING, WHERE OCCURS,
SEE RCP
SLIP CONNECTION
HANGER WIRE, SEE A9.4-1 &
A9.4-2 FOR CONNECTION AND
MIN. SPACING REQUIREMENTS
1. SIM. REVEALS @ STRUCTURAL PENETRATION OF ACT CLG.
2. 4" ACT. TRIM IN LIEU OF 2 1/2 L TRIM @ ACT CLG.
B.O. CLG
SEE RCP
PER R.C.P.
2
1
/
2
"
2"2"
SOFFIT
COLUMN W/
FIREPROOFING, S.S.D.
L TRIM 2-1/2 INCH DRML-300
#10 SMS, TYP.
2-1/2" C-CHANNEL
ACT CEILING, WHERE OCCURS,
SEE RCP
SLIP CONNECTION
HANGER WIRE, SEE A9.4-1 &
A9.4-2 FOR CONNECTION AND
MIN. SPACING REQUIREMENTS
1. SIM. REVEALS @ STRUCTURAL PENETRATION OF ACT CLG.
2. 4" ACT. TRIM IN LIEU OF 2 1/2 L TRIM @ ACT CLG.
B.O. CLG
SEE RCP
PER R.C.P.
2
1
/
2
"
2"2"
JOIST STUD AS NEEDED SEE
04/A9.4-3
SOFFIT FRAMING,
#10 SMS, TYP.
#142.1
RFI
TRANSITION TRIM
HANGER WIRE
TO
STRUCTURE
CROSS TEE
\MAIN BEAM
ACOUSTICAL LAY-IN PANEL
HANGER WIRE
TO
STRUCTURE
MAIN BEAM
ACOUSTICAL LAY-IN PANEL
CROSS TEE
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A9.4-1
INTERIOR DETAILS-
CEILINGS
6" = 1'-0"1 ICL- SUSPENDED CLG- SLIP CONNECTION @ PERIMETER
3" = 1'-0"2 ICL- SUSPENDED CLG
3" = 1'-0"3 ICL- SUSPENDED CLG COMPRESSION STRUT
6" = 1'-0"4 ICL- SUSPENDED CLG AT GRID
3" = 1'-0"5 ICL- SUSPENDED CLG PLAN AND ELEVATION
6" = 1'-0"7 ICL- SUSPENDED CLG AT FIXED PERIMETER
3" = 1'-0"8 ICL- ACCESS PANEL AT GYP. BD. CLG
3" = 1'-0"11 ICL - TYP. ACT @ GYP. SOFFIT
1 1/2" = 1'-0"12 ICL - COLUMN @ GYP. SOFFIT CROSS SECTION
1 1/2" = 1'-0"14 ICL - COLUMN @ GYP. SOFFIT CROSS SECTION LONG SPAN
#020
ASI
#60
RFI
3" = 1'-0"9 ICL - ACOUSTIC CEILING FLOATING EDGE
3" = 1'-0"6 ICL- ACT TRANSITION AT DIFFERENT HEIGHTS
#159.1
RFI
∅23_4"MaxRU
D
LC
LC
UNIVERSAL CARRIER BEYOND
FIXTURE INDEPENDENTLY SUPPORTED
IN ACCORDANCE WITH LOCAL BUILDING
CODES & LIGHT FIXTURE
MANUFACTURER'S INSTRUCTIONS
12 GA HANGER WIRE, 48" O.C.
MAX
SOLID WOOD SLATS
12 GA WIRE HANGER,
48" O.C. MAX
SOLID WOOD SLAT
ELEVATION PER RCP
SOLID WOOD SLAT CLG. FIXTURE @ CLG.
PLANE, BLACK FINISH, TYP.;
S.E.D., S.M.D., S.T.D.
HANGER WIRE
2
1
/
4
"
T-BAR MAIN
CROSS PIECE BACKER
(BLACK; TYP)
1 3/8"
2
1
/
2
"
SEE FLOOR PLAN
FOR PARTITION TYPE
SOLID WOOD SLATS
1" WALL ANGLE HOLD
DOWN
SOLID WOOD SLAT
METAL PANEL SYSTEM
ACT PANEL
EXPOSED
TEE GRID SYSTEM
INTERIOR WALL PER PLAN
HUNG ACOUSTIC TILE CEILING
CLOSURE MOUNT
FASCIA
2-7/8" x 2-7/8" x 1/8"TK x 1" METAL WALL
MOUNT ANGLE
37_8"
1__16
"
33_4"
1 9__16"1 9__16"
∅23_4"
MAX. R.U.D.
15_8"
113__16"
27_8"
1_4"
25_8"
111__16"
SH
A
D
E
O
P
E
N
I
N
G
H
E
I
G
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T
7__16"
STANDARD BRACKET
(DRIVE-END SHOWN)
TUBE AND SHADEBAND ASSEMBLY
(REGULAR ROLL)
SHADECLOTH
CONCEALED 1-1/2" (STANDARD)
ALUMINUM HEMBAR SEALED INSIDE
SHADECLOTH
SHADECLOTH IN THE DOWN POSITION
DRIVE CHAIN
HEMBAR IN THE DOWN POSITION
OUTSIDE MOUNT KIT FOR CHAIN
TENSIONER, MOUNTED TO THE WALL AT
SIDE OF WINDOWS
CHAIN TENSIONER ASSEMBLY
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A9.4-2
INTERIOR DETAILS
- CEILINGS
3" = 1'-0"1 ICL- SLAT CLG, TYP. @ CEILING FIXTURE
3" = 1'-0"2 ICL - SLAT CLG (PERP), TYP
3" = 1'-0"3 ICL - SLAT CLG. @ PENETRATION
3" = 1'-0"5 ICL - SLAT CLNG (PERP) @GYP. WALL
3" = 1'-0"6 ICL - SLAT CLG. (PERP) @ MTL WALL PANEL
6" = 1'-0"10 ICL - ACOUSTIC CEILING
3" = 1'-0"12 ICL - SHADE @ ACT CEILING W/ CLOSURE AND MOUNT
#020
ASI
#137
RFI
R
SM
-
1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
SM
-
1
SM
-
1
SM
-
1
SM-1
FOL-2FOL-2FOL-2FOL-2FOL-2
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
SM-1
SM-1
FOL-2 FOL-2 FOL-2 FOL-2 FOL-2FOL-2FOL-2FOL-2
LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3
LOCL-2
LOCL-2
LOCL-2
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-2 LOCL-2 LOCL-2 LOCL-2
FE
C
FE
C
FE
C
FE
C
FE
C
DW
SM
-
1
SM
-
1
SM
-
1
SM
-
1
SM
-
1
SM
-
1
SM
-
1
SM
-
2
SM
-
1
SM-1
SM
-
1
SM
-
1
SM-1
SM
-
1
FE
C
SM
-
1
12345678910
C
D
E
F
G
H
Printer +
copierMisc.
storage
MECH
003
ELEVATOR-ABAN.
007 FIRE AL.RM
006
MECH-ABAN.
008
ARCHIVES
002
STAFF
OFFICE
001
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015 ALL GENDER
RESTROOM
010
OFFICE
017
Work table
Mobile
Storage
Shelving
EXisting Work tables
Cabinets
Locker & Cabinets
Snack Machine Drink
Machine
Work table
Cabinets
5 Drawer
lateral file
cabinets
open shelves
MI
S
C
.
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016
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019
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018
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STORAGE
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JANITOR.
023
Misc.
storage
Misc.
storage
Special Size
Shelve: 36" W x
8" D Media
Hanger Rack
STORAGE
022
ALL GENDER
RESTROOM
011
#104
RFI
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
S
N
N
G R O U P
7
S
5 06
C
0718
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
REV # DESCRIPTION DATE
1 BACKCHECK REV-1 03.01.2024
2 CITY REVIEW REV-1 08.02.2024
3 CITY REVIEW REV-2 10.18.2024
4 CITY REVIEW REV-3 01.27.2025
5 CITY REVIEW REV-4 04.07.2025
6 CITY REVIEW REV-5 06.27.2025
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A9.7-1
SHELVING PLAN
BASEMENT
1/8" = 1'-0"1 FP00 - BASEMENT SHELVING PLAN
#020
ASI
#020
ASI
C
D
E
F
G
H
2345678
W12x50
W1
2
x
3
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W1
2
x
3
0
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(E
)
C
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C
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T
L
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(E
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(E) W18x @ 6'-0" OC
(E
)
W
3
0
x
(E
)
W
3
0
x
(E
)
W
3
0
x
(E) W18x @ 6'-0" OC (E) W18x @ 6'-0" OC
10 19
27' - 7" 17' - 7"
8
S5.0-1TYP TYP
(E) COL BELOW
TYP
4
S5.0-1 SIM
2
S5.0-1
TYP
2
S5.0-1 TYP
2
S5.0-4
OUTLINE OF ROOF
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ARCH BELOW
S5.0-3
1
BM TO
COL
HSS12x4x3/8
HSS12x4x3/8
4
S5.0-4
600S162-54
@ 16" OC
(2
)
6
0
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S
1
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-
5
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A
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C15x33.9
C15x33.9 C15x33.9 C15x33.9
C15x33.9C15x33.9C15x33.9
C15x33.9
C15x33.9
C10x15.3
C10x15.3
W12x40
1
3'-3"
1
7'-2"
1
7'-2"
1
6'-1"
1
6'-2"
17' - 5" 18'-1" 18'-4" 18'-1" 17' - 5" 17' - 7" 27'-6"
W10x12
W10x12
W1
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2
W10x12 W1
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1
2
W1
0
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2
HS
S
4
x
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x
3
/
8
(
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)
CL
CL
CL
PER LANDSCAPE
10' - 0"
HSS12x4x3/8
HSS8x4x1/8
PURLIN.
LOCATIONS PER
LANDSCAPE
3
S5.0-4
R 28'-5"
PER LANDSCAPE R 28'-1"
AT Wx BM
TO COL
10
S5.0-4
AT PURLIN
TO Cx BM
12' - 3"
3' - 6"
2' - 0"
4' - 3"
2' - 6"
TOS: +10'-1"TOS: +11'-1"TOS: +10'-6"
TOS: +10'-10"
C15x (TYP)
Wx
(
T
Y
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)
HS
S
4
x
(
T
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P
)
C10x (TYP)
HSS12x8x5/8
HSS12x8x5/8
HSS12x8x5/8
TOS: +11'-1"
TYP
TYP
2' - 6"2' - 0"
3' - 6"
4' - 3"
7
S5.0-4
AT C15x BM
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LOCATIONS
PER ARCH
7' - 9"
4' - 6"
HSS14x6x5/8
1
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2
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4SOUTH
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O
C
(
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I
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(E) W21x68 (VIF)
(E) W21x68 (VIF)
(E) W21x68 (VIF)
(E) W21x68 (VIF)
(E) W21x68 (VIF)
1
S4.0-4
2
S4.0-4
#29
#29
14
S5.0-1ABV
ASI#020
13
S6.0-3 ABV
ASI#020
FRAMING PLAN NOTES
1. SEE THESE SHEETS FOR THE FOLLOWING INFORMATION:
A. GENERAL NOTES: S0.0-1 THRU S0.0-2.
B. ABBREVIATIONS AND SYMBOLS: S0.0-3.
C. TYPICAL CONCRETE DETAILS: S4.0-1.
D. TYPICAL STEEL DETAILS: S5.0-1.
E. TYPICAL METAL STUD DETAILS: S6.0-1 THRU S6.0-4.
2. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH
SURFACES,SLOPE, DRAINS, DEPRESSIONS, CURBS, ETC, WITH
ARCHITECTURAL DRAWINGS PRIOR TO START OF
CONSTRUCTION.
3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING
AND DRAINAGE ITEMS, ALTHOUGH MAY BE INDICATED ON THE
STRUCTURAL DRAWINGS FOR GENERAL INFORMATION
PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF
OTHERS.
4. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB
DIMENSIONS.
5. COORDINATE WITH MECHANICAL/PLUMBING/LANDSCAPE/
ELECTRICAL DRAWINGS FOR REQUIRED SLAB PENETRATIONS.
6. FOR FINISH FLOOR ELEVATIONS, SEE ARCHITECTURAL
DRAWINGS.
7. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY
DISCREPANCY PRIOR TO CONCRETE PLACEMENT AND NOTIFY
THE ENGINEER FOR CORRECTIVE MEASURES.
8. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB
ELEVATIONS, DEPRESSIONS, SLOPES, OPENINGS, CURBS,
DRAINS, TRENCHES, SLAB EDGE LOCATIONS, HOUSEKEEPING
PADS, TIPS, SWALES, EXTERIOR SLAB ETC. AND FOR WALL
OVERALL DIMENSIONS, LOCATION OF OPENINGS ETC. NOT
INDICATED ON STRUCTURAL DRAWINGS.
9. CENTER COLUMNS ON GRID LINES UNLESS NOTED
OTHERWISE.
10. ALL BEAMS ARE SPACED EQUALLY BETWEEN GRIDS OR ALONG
SUPPORTING BEAM SPAN UNLESS NOTED OTHERWISE.
11. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
PROTECT THE STRUCTURE 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 STRUCTURAL
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE
ITEMS.
12. 6" MIN SEISMIC GAP BETWEEN FINISHES.
TOSL:
X'-XX"
TOS:
X'-XX"
INDICATES STEEL COLUMN. SEE PLAN
FOR SIZES.
INDICATES STEEL BEAM PER PLAN.
INDICATES TOP OF SLAB ELEVATION
FROM 0'-0" CORRESPONDING TO FIRST
FLOOR ELEVATION.
INDICATES TOP OF STEEL ELEVATION
FROM 0'-0" TYP, UNO ON PLAN.
FRAMING PLAN SYMBOLS
INDICATES CMU BEARING WALL, SIZE
AND REINFORCEMENT PER PLAN.
INDICATES DECK TYPE AND SPAN
DIRECTION. SEE SCHEDULE ON
D#
11/S5.0-1
INDICATES 600S162-54 @ 16" OC WALL.
TOP / BOTTOM / SIDE CONNECTION
PER AND . 9/S6.0-1 9/S6.0-3
N
I
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No. S3866
Exp. 3/31/26
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7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
4/3/2025 11:56:59 AM
Autodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvt
S2.4-3
SECOND FLOOR
FRAMING PLAN
JO
B
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REV # DESCRIPTION DATE
#29 RFI 12.16.2024
ASI#020 ASI 04.03.2025
(E) Wx BEAM WELD
PER DETAIL 5/S5.0-2
(TYP OF (2))
#196 RFI 06.02.2025
#196RFI
#196RFI
TRANSFER PLATE
PER DETAIL 6/S5.0-2
(TYP OF (2))
#3 @ 18" OC
1'
-
6
"
M
A
X
#3 EPOXY DOWEL @ 3'-0" OC
EA WAY (EMBED 1 1/2")
SECOND FLOOR
#3 @ 18"OC EA WAY
SLOPE PER ARCH
18400 Von Karman Ave., Suite 600
Irvine, CA 92612
O: 949.252.1022
F: 949.252.8082
www.kpff.com
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
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L11
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,N I N G
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7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
S4.0-4
CONCRETE
DETAILS
REV # DESCRIPTION DATE
#29 RFI 12.16.2024
1" = 1'-0"2CONCRETE STAIR SECTION
1" = 1'-0"1CONCRETE RAMP SECTION
#29
CHIP (E) DECK CONT
1/4" DEEP x 6" LONG
NOTES:
1.
2. DO NOT LOCATE EPOXY ANCHORS ABOVE 1 1/2" TALL DECK RIBS.
SEE ARCH FOR RAMP DIMENSIONS
S4.0-4
#29
1" = 1'-0"2
#3 @ 18" OC
#3 CONT NOSING BAR
TYP
#3 EPOXY DOWEL @ 3'-0" OC
(EMBED 1 1/2") AT EA
NOSING BAR
SECOND FLOOR
SEE ARCH FOR STAIR DIMENSIONS
NOTES:
1.
2. DO NOT LOCATE EPOXY ANCHORS ABOVE 1 1/2" TALL DECK RIBS.
1" = 1'-0"2
1'
-
6
"
M
A
X
4" THICK LWC
TOPPING SLAB
(3000 PSI, 115 PCF)
(E) CONC SLAB
& STEPS
POUR FOAM
RIGID INSULATION
3
#90
#90 RFI 03.11.2025
N
I
R
No. S3866
Exp. 3/31/26
G
T
RE
TATSS
E OFILACFO
UCTURA
R
L
R
STERED P L
OF ESSIONA
N
ER
AI
E
ENGI
WILLI
H.THORP
...............
.
.
.
.
..............................
.
.
.
.
...............
E
AM
(2) CONT #3 BARS
HOOKED #3 BARS
AT 18" OC
#3 @ 18" OC
#3 CONT NOSING BAR
TYP
#3 EPOXY DOWEL @ 3'-0" OC
(EMBED 1 1/2") AT EA
NOSING BAR
1'
-
6
"
M
A
X
SECOND FLOOR
SEE ARCH FOR STAIR DIMENSIONS
NOTES:
1.
2. DO NOT LOCATE EPOXY ANCHORS ABOVE 1 1/2" TALL DECK RIBS.
CONCRETE STAIR SECTION AT EXISTING STAIRS
#91 RFI 03.12.2025
1" = 1'-0"24
1" = 1'-0"25
#91
NOT USED NTS
1" = 1'-0"26
#91
NOT USED NTS
1'
-
6
"
M
A
X
4" THICK LWC
TOPPING SLAB
(3000 PSI, 115 PCF)
(E) CONC SLAB
& STEPS
POUR FOAM
RIGID INSULATION
(2) CONT #3 BARS
#3 DOWLES
AT 18" OC
VISQUEEN LAYER
OR EQUIVALENT
NOTES:
1.
2. DO NOT LOCATE EPOXY ANCHORS ABOVE 1 1/2" TALL DECK RIBS.
SEE ARCH FOR RAMP DIMENSIONS
#90
(E) WALL BY
OTHERS
EXISTING STAIR INFILL
#97 RFI 03.19.2025
1" = 1'-0"27
#91
INFILL OPENINGS IN EXISTING ELEVATED CONCRETE SLAB NTS
10" MIN
24" MAX
10
"
M
A
X
10" MAX
24
"
M
I
N
48
"
M
A
X
24" MIN
48" MAX
A
A
(E) 9" CONC
SLAB
INFILL W/ HI-FLOW
NON-SHRINK GROUT
(4000 PSI MIN)
W/ SIKA 'FIBERMESH-150'
ROUGHEN
AND CLEAN
EDGE, TYP
1"
TYP
2"
TYP
PL16 GA W/ (4)
1/4"Ø HILTI 'KH-EZ'
x 1 5/8" NOMINAL
EMBED
LO
N
G
E
D
G
E
HILTI 'HIT-HY 200 V3'
EPOXY W/ 4" EFF
EMBED3"
TYP
6"
MAX
#4 LONG DOWELS
@ 6" OC MAX
(MIN (2) BARS, ADD
AS NECESSARY EA
ADDTL 6" WIDTH)
B
B
(E) 9" CONC
SLAB
INFILL W/ HI-FLOW
NON-SHRINK GROUT
(4000 PSI MIN)
ROUGHEN
AND CLEAN
EDGE, TYP
NOTE :
1. SCAN (E) SLAB PRIOR TO
DRILLING TO AVOID CUTTING
EXISTING REINFORCING BARS.
2. PULL TEST BARS SET IN EPOXY.
TEST LOAD = 2,250 #
EQ
EQ
#4 TRANS BARS
@ 6" OC
SHORT EDGE
10" MAX OPENING
24" MAX OPENING
48" MAX OPENING
PL1/4 W/ 3/8"Ø HILTI 'KH-EZ'
x 2 1/2" NOMINAL EMBED
AROUND PERIMETER
EVENLY SPACED
(MIN (4) EA SIDE)
C
(E) 9" CONC
SLAB
INFILL W/ HI-FLOW
NON-SHRINK GROUT
(4000 PSI MIN)
ROUGHEN
AND CLEAN
EDGE, TYP EQ
EQ
#4 DOWELS
@ 8" OC MAX
EA WAY
NOTE :
DOWELS TO BE LENGTH
OF 'LONG EDGE' - 1"
NOTE :
DOWELS TO BE LENGTH OF
THEIR PARALLEL EDGE - 1"
1 1/2"
TYP
3"
TYP
3"
TYP
8"
MAX
C
NOTE :
AT OPENINGS < 6" IN ALL
DIRECTIONS, OMIT PL &
SCREW ANCHORS
1" = 1'-0 28
#97
CONCRETE MONUMENT SIGN WALL 1" = 1'-0"
8 1/4" CONC WALL
(FINISH PER ARCH)
SIGN BOX PER ARCH W/ SCREW
ANCHORS AT MFR MOUNTING
HOLE LOCATIONS ((6) MIN TOTAL)
(1/4" Ø x 2 1/2" HILTI 'KH-EZ')
SLOPE PER
ARCH
FINISH GRADE
BY OTHERS
6"
1'
-
4
"
3'-6"
#5 TRANS BARS
@ 10" OC
#5 VERT BARS
@ 18" OC
EQ EQ
2
1
/
2
"
MI
N
TY
P
2'
-
7
"
L
A
P
S
P
L
I
C
E
#5 HORIZ BARS
@ 18" OC
(3) CONT #5 LONG BARS
(EVENLY SPACED)
3"
TY
P
DOWELS TO MATCH SIZE AND
SPACING OF WALL VERT BARS
(ALTERNATE HOOK DIRECTION
EA DOWEL)
4'
-
6
"
MA
X
2"
CLR
TYP
CONDUIT BY
OTHERS
(3/4" MAX)
1" = 1'-0"12NTS9 SHAFT LID
#57.1
NOTE :
1. SCAN (E) CONC PRIOR TO DRILLING TO AVOID
CUTTING REBAR.
2. APPLY XYPEX TO CONC FOR WATERPROOFING.
#57.1 RFI 06.18.2025
1'-6" MAX
6"
M
I
N
(E) BLDG CONC WALLQ1
REMOVE (E) LID AND
NEATLY CHIP (E) SHAFT
WALL
(E) CONC SHAFT
WALL
D2 DECK & END
CONN PER
11/S5.0-1
CONT L3X3X1/4 W/ 1/2"ΦX2"
EMBED HILTI KB-TZ2 EXP ANCH
@ 24"OC MAX (6" FROM ENDS, 4
MIN) EA DECK END
STANDARD BOLTED CONNECTION SCHEDULE
(2) 7/8"Ø 1/4"
(2) 7/8"Ø
(3) 7/8"Ø
(3) 7/8"Ø
(4) 7/8"Ø
W21
W18
W16
W14
3/8"
3/8"
3/8"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
WELD
SIZE
PLATE
THICKNESS
NO. & SIZE
OF BOLTS
REQUIRED
BEAM
SIZE
(5) 7/8"Ø
(4) 7/8"Ø
W12 / C12
W10 / C10
W8 / C8
1. ALL BOLTS TO BE ASTM A325-N IN A SNUG-TIGHTENED
JOINT, UNO.
2. CONNECTION PLATES TO HAVE AISC STANDARD ROUND
OR HORIZONTAL SHORT-SLOTTED HOLES, UNO.
3. ALL CONNECTION PLATE MATERIAL TO BE A36, UNO.
4. SHOWN ON PLANS INDICATES NUMBER OF BOLTS
REQUIRED. IF NOT SHOWN THEN USE THE NUMBER
OF BOLTS SHOWN IN THE TABLE ABOVE.
#
CL BEAM
1/2"
2 1/2"
1 1/2"FOR SHEAR PLATE AND
BOLTS SEE SCHEDULE
COPE BEAM FLANGE AS
REQUIRED
SEE
SCHEDULE
A BEAM TO BEAM
TYP
3"
TYP
3"
TYP
1 1/2"
(E) CONCRETE SLAB
Wx BM PER PLAN
(2) 5/8"Ø HILTI 'KB-TZ2'
W/ 4" EMBED @ 12" OC
BENT PL1/2 x 3" WIDE AT
EACH ANCHOR
1/4
3-SIDES
NOTES:
1. USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT
CUT OR DAMAGE (E) REINF.
2. FIREPROOFING PER ARCH (TYP).
GROUT AS REQUIRED
FOR FULL BEARING
TYP
2"
6" MIN
8" MAX
TYP
2 1/2"
FOR SHEAR PL &
BOLTS SEE
PL3/4 W/ (4) 3/4" Ø BOLTS
W/ 6" EMBED W/ HILTI
'HIT-HY 200'
SEE SCHED
ON
(E) CONC
ELEVATED
SLAB
(E) CONC
BM
MAX
1/2"
4"
Wx BM PER PLAN
1/S5.0-1
NOTE:
USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT
CUT OR DAMAGE (E) REINF.
1
S5.0-1
(E) CONCRETE SLAB
Wx BM PER PLAN
(2) 5/8"Ø HILTI 'KB-TZ2' W/ 4"
EMBED @ 12" OC AT EDGE
CONDIDTION (@ 6" OC AT SIM)
BENT PL1/2 x 6" WIDE
AT EACH ANCHOR
1/4
3 SIDES
NOTE:
USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT CUT
OR DAMAGE (E) REINF.
8"
NEW OPENING (E) ELEVATED
CONC SLAB
10" MIN
8" MAX
(E) CONC FILL
OVER MTL DECK
L6x4x5/16x1'-6" LG (LLV)
W/ (2) 1/2"Ø HILTI 'KB-TZ2'
W/ 3 1/4" EMBED INTO (2)
LOW FLUTES MIN EA
SIDE HSS
GAP
1"
HSS PER PLAN
5/8"Ø BOLT CENTERED
IN 2 1/2" VERT
SLOTTED HOLE
WASHER EA SIDE
MIN
7"
4"
3"
14"
10"
TYP
2" 12"
CONNECTION
PER
Wx PER PLAN
(E) CONC SLAB
(E) CONC BEAM
PL3/4 W/ (4) 3/4"Ø BOLTS W/ 6"
EMBED W/ HILTI 'HIT- HY 200'
NOTE:
USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT
CUT OR DAMAGE (E) REINF. PLATE
MAY NEED TO BE RESIZED TO
MISS (E) REINF
2" HORIZ SLOT
HOLES
1/2" PL x 3" SQ
WASHER
3/16
TYP
1
S5.0-1
COL PER PLAN
1/4
1/4
BOLTS
PER
BEAM PER PLAN
WT5x9.5
PLAN
CL
1
S5.0-1
1
2 MAX
L7x4x3/8 (LLV)
EA SIDE OF COL
HSS ELEVATOR
GUIDE RAIL
SUPPORT
3/4"Ø THRU BOLT
W/ WASHERS BOTH
SIDES AND DOUBLE
NUT (HAND TIGHT
1ST NUT)
CENTERED IN A
13/16"x 3 1/2" LG
VERT SLOTTED
HOLE
L3x3x1/4 AT COL
1/2"Ø HILTI 'KB-TZ2'
W/ 3 1/4" EFF
EMBED AT LOW
FLUTE
(E) CONC FILL
OVER STEEL DECK
PER PLAN
PL1/4x4x0'-6"
1/4 2 MIN
1/4 2 MIN
3/16
3/16
1/4
1/4
2" CLR
A
A BASE PLATE
EQ EQ
TYP
1 1/2"
TYP
1 1/2"
BASE PL3/8 W/ (2) 1/2"Ø HILTI
'KB-TZ2' W/ 2" EFF EMBED
1/4
(2) L8x4x3/8x0'-8" LG (LLV)
CLR
1"
1/4
1/4
(E) STL BEAM PER PLAN
(1) 5/8"Ø MB CENTERED
IN ANGLE & IN HSS 2 1/2"
VERT SLOTTED HOLE
1 1/2"
A SECTION
HSS COLUMN PER PLAN,
BOLT HOLES AT CL
A
SEAM / SIDE LAPINT.END
MAX UNSHORED SPAN
REINFGAGEMARK
EDGE TRIPLEDOUBLESINGLE
12'-0"12'-0"10'-6"1 1/2"16D1 ----VSC @ 24" OCFASTENERS
@ 6" OC
FASTENERS
@ 12" OC
FASTENERS
@ 12" OC
D1
2 1/2"3 1/2"
1 3/4"
1 1/2"6"
VERCO PLB-36
STEEL DECK
TYPE
TOTAL
THICKNESS (t)
CONCRETE
TYPE
STEEL DECK
ATTACHMENT PATTERN
12'-0"11'-0"10'-0"6 1/4"20D2 #4 @ 12" OC
EW
3000 PSI
LTWT CONC
*3/4"Ø PUDDLE
WELD @ 12" OC VSC @ 24" OC*3/4"Ø PUDDLE
WELD @ 12" OC
*3/4"Ø PUDDLE
WELD @ 12" OCVERCO W-3
D2
3/4" CLR
3 1/4"
3"
NOTES:
1. SEE GENERAL NOTES FOR MORE INFORMATION.
2. VSC = VERCO SIDELAP CONNECTION.
3. * 3/4" VISABLE DIAMETER PUDDLE WELDS
(MINIMUM FUSION AREA SHALL BE 1/2" DIAMETER
PUDDLE WELDS).
AISC STD HORIZ SHORT SLOTTED HOLES
OVERLAPPING 15/16" Ø HOLES ONLY
ALLOWING FOR INSTALL OF 3/4"Ø BOLTS
NEW SLAB PER PLAN
1/4
1/4
(E) CMU WALL
CONT PL1/2 TO MATCH WALL
THICKNESS W/ 3/4"Ø x 3 3/4"
EMBED HILTI 'KB-TZ2' AT
GROUTED CELLS
(4 MIN)
1 1/2"
TYP
3 1/2"
TY
1 1/2"
3/4
EA LOW
FLUTE
(E) SLAB
7"
7"
2"
CL
2" 3"3" 2"A
A WALL PLATE
Wx
PER
PLAN
(4) 3/4"Ø x 3 3/4"
EMBED HILTI
'KB-TZ2' (ICC
ESR-4266)
PL1/4
HSS COL
PER PLAN
NOTE:
ACCEPTABLE TO USE 3/4"Ø x 4" EMBED HILTI HY 270 EPOXIED THREADED
ROD + HIT-CS IN LIEU OF KB-TZ2 WHERE A CELL VOID IS ENCOUNTERED.
3"
SCAN SLAB TO LOCATE AND AVOID
CUTTING (E) REINF. NEATLY CHIP
AWAY CONC TO INSTALL COL. FILL
VOID WITH NON-SHRINK GROUT
FOR STEEL COL TO
BEAM CONN SEE 14
S5.0-4
1/2"
.
BEAM BELOW
EXTEND ANGLE (3) WEBS
PAST OPENING EA END
TYP
THIS IS
CONSIDERED A
SINGLE OPENING
WEBS OF DECKL1 3/4x1 3/4x 1/4 ON
TOP OF DECK (TYP)
NOTES:
1. DO NOT CUT MORE THAN (2) ADJACENT WEBS
2. INDIVIDUAL HOLES LESS THAN 6"Ø AND CUTTING NO MORE THAN (1) WEB, DO NOT
REQUIRE REINFORCING SHOWN.
3. ANGLES SHALL BE PLACED ON TOP OF DECK
4. IF DIMENSION "A" IS GREATER THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS GREATER,
THERE SHALL BE NO RESTRICTION OF DIMENSION "B".
5. IF DIMENSION "B" IS GREATER THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS GREATER,
THERE SHALL NOT BE NO RESTRICTION ON DIMENSION "A"
6. IF DIMENSION "A" AND "B" ARE LESS THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS
LARGER, THE GROUP OF OPENINGS SHALL BE CONSIDERED AS A SINGLE OPENING,
AND SHALL BE REINFORCED AS REQUIRED FOR THE LARGER OPENING.
"A"
"B"
"D1"
"D2"
1/8 1/2"
TYP ADJ
TO CUT
WEBS
MC6x12
(E) MC6x12
L3x3x1/4 BRACE
@ EA HANGER
2 MIN
1
(E) L2 1/2x2 1/2
HANGER AT EA
(E) ROOF BM
1/4 2-12
1/4
3" MIN EA END
PL 3/4x5x0'-8"
(E) ROOF BM
1/4
1/4
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
4/3/2025 11:57:16 AM
Autodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvt
S5.0-1
TYPICAL STEEL
DETAILS
JO
B
N
U
M
B
E
R
:
2
1
0
0
5
8
8
;
J
O
B
N
A
M
E
:
S
a
n
t
a
A
n
a
L
i
b
r
a
r
y
R
e
no
v
a
t
i
o
n
;
S
H
E
E
T
:
S
5
.
0
-1;
P
D
:
M
J
S
;
P
M
:
E
S
1" = 1'-0"1STEEL BM TO STEEL BM CONNECTION
1 1/2" = 1'-0"2FLANGE BRACE TO EXISTING CONC SLAB
1 1/2" = 1'-0"3Wx BEAM TO EXISTING CONCRETE BEAM
1 1/2" = 1'-0"4FLANGE BRACE TO (E) CONC SLAB EDGE
1 1/2" = 1'-0"5HSS TOP CONNECTION AT SLAB
1" = 1'-0"6EMBED PLATE TO CONCRETE BEAM/WALL1 1/2" = 1'-0"10Wx BEAM TO HSS COL CONN
1" = 1'-0"8ELEVATOR GUIDE RAIL SUPPORT
1" = 1'-0"9HSS TOP CONNECTION AT BEAM
1" = 1'-0"11STEEL DECK SCHEDULE
1" = 1'-0"12TYPICAL BEAM TO (E) CMU WALL
1 1/2" = 1'-0"7NOT USED
1" = 1'-0"13TYPICAL STIFFENED DECK SLEEVE DETAIL
REV # DESCRIPTION DATE
ASI#020 ASI 04.03.2025
I#020
1" = 1'-0"14SECTION
ASI#020
1" = 1'-0"1" = 1'-0"215
#142
NEW OPENING IN EXISTING Wx BEAM
#142 RFI 04.29.2025
SCHEDULE 40 PIPE
SLEEVE x BEAM
FLANGE WIDTH
SPAN/6 MAX
CL OPENING
CL
B
E
A
M
A
N
D
O
P
E
N
I
N
G
CL SPAN
D
1/4
EA SIDE
OF WEB
D/2 MAX
MIN
D/4
2'-0" MAX
~
2
1
"
(
V
I
F
)
16
"
(E) W21x68 (VIF)
PIPE 16 STD x 3/8 WALL
THICKNESS x 8" LG
NOTE:
PROVIDE TEMP SHORING FOR EXISTING
Wx BEAM PRIOR TO CUTTING NEW HOLE.
DO NOT REMOVE SHORING UNTIL PIPE IS
INSTALLED AND WELDED TO EXISTING
Wx BEAM.
ASI#
NOTE :
SEE DETAIL 3/S5.0-2 FOR
CONDITION AT 2ND FLOOR.
NOTE :
SEE DETAIL 4/S5.0-2 FOR
CONDITION AT 2ND FLOOR.
#196 RFI 06.02.2025
N
I
R
No. S3866
Exp. 3/31/26
G
T
R
E
TATSS
E OFILACFO
UCTURA
R
L
R
STEREDP L
OFESSIONA
N
E
R
AI
E
ENGI
WILLI
H.THORP
................
.
.
.
...............................
.
.
.
...............
E
AM
#196RFI
#196RFI
(E) CONC WALL
B BASE PLATE
11
'
-
0
1
/
2
"
M
A
X
A SECTION
(E) CONCRETE WALL
SEQUENCE #3:
CUT EXISTING
CONCRETE WALL
OPENING PER PLAN
TOP OF SLAB
SEQUENCE #1:
INSTALL NEW
STEEL POSTS
AND HEADER
HSS POST PER PLAN
AA
B
13'-0" MAX
PER ARCH
S4.0-1
10
TYP AT CORNERS
(TYP)
1/2" GAP
1' - 0" 1' - 6"
C
HSS HEADER PER PLAN
L4x4x1/4x0'-5"
(T&B) (TYP)
1/4
1/4
TYP
1/4
1/4
TYP
1/4
TYP
HSS POST
PER PLAN
EQ EQ L4x4x1/4x0'-4" LONG W/
5/8" Ø HILTI 'KH-EZ' W/
3 1/4" EMBED (TYP)
M10 HILTI 'HSL4-SK' W/
2.76" EMBED AT SIM
6"
4'
-
0
"
O
C
M
A
X
(
T
Y
P
)
(E) CONC WALL
(E) SLAB ON
GARDE
HSS POST
PER PLAN
(E) FOOTING
1/4
TYP
L4x4x1/4x0'-4" LONG W/
5/8" Ø HILTI 'KH-EZ' W/
3 1/4" EMBED (TYP)
M10 HILTI 'HSL4-SK' W/
2.76" EMBED AT SIM
1/4
1/4
C SECTION AT HEADER
(E) CONC WALL
HSS HEADER
6"
PL3/8x6x1'-0" W/ 1/2"Ø
HILTI 'KB-TZ2' W/ 2 1/2"
EMBED (TYP)
CL
CL
ELEVATION
SEQUENCE #2:
INSTALL TOP OF HSS POST
CONN SEE DETAIL
(TYP)
3"
5
S5.0-1
MIN
4"
1/4
1/4
TYP1/4
3-SIDES
TYP
11'- 8 3/4" MAX
6"
D AT SIM
(E) CONC WALL
D ALT BASE PLATE
1/4
HSS POST
PER PLAN
PL3/8x6x0'-9" W/
1/2"Ø HILTI 'KB-TZ2' W/
2 1/2" EMBED (TYP)
CL
EQ
EQ
B SECTION
1/8
FABRICATORS
ALT CHOICE:
WELD HSS TO
PL3/8 INSIDE HSS
PL3/8x3x0'-11"
TYP
1 1/2"
8"
HSS CENTERED
ON PL
ANCHOR, TYP
CENTERED ON
CMU WALL
CONT PL3/8 T&B
3/4"⌀'F1554' GR.55
THREADED ROD W/
HILTI 'HY-270' EPOXY
(hef = 5 5/8") T&B
1/8
TYP
HSS3x2x3/8
B
(E) CMU PIER
(E) CMU PIER
PICKET PER ARCH
TOP OF (E) SLAB
3/4"⌀'F1554' GR55 THREADED
ROD W/ HILTI 'HIT-HY 200' EPOXY
(hef = 3 1/2") T&B
(E) CONC BASE
C
C ALT TO HSS TO CONN PL DIRECT WELD
1/4
1/8
TYP
PL3/8
1/8
EA SIDE
L3x3x1/4 x 0'-2 1/2"
A BOTTOM SUPPORT
4"x4"x3" CONC PEDESTAL
AT SPAN'S THIRD POINTS
(2 TOTAL)
#3 EPOXY DOWEL
W/ 1 1/2" EMBED
ELEVATION AT END ELEVATION
HSS3x2x3/8
NOTE:
SEE 10/A8.8-2 FOR ADDITIONAL INFO
18400 Von Karman Ave., Suite 600
Irvine, CA 92612
O: 949.252.1022
F: 949.252.8082
www.kpff.com
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SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
S5.0-2
STEEL DETAILS
1" = 1'-0"1WALL STRENGTHENING ELEVATION AT NEW OPENING
#8
#8
#8
#8
#8
REV # DESCRIPTION DATE
#8 RFI 10.18.2024
#11 RFI 10.28.2024
RFI
RFI
RFI
RFI
RFI
#11
1 1/2" = 1'-0"2SECURITY FENCE ANCHORAGE
RFI
1 1/2" = 1'-0"2
(E) CONCRETE SLAB
Wx BM PER PLAN
(2) 5/8"Ø HILTI 'KB-TZ2'
W/ 4" EMBED @ 12" OC
BENT PL1/2 x 3" WIDE AT
EACH ANCHOR
1/4
3-SIDES
NOTES:
1. USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT
CUT OR DAMAGE (E) REINF.
2. FIREPROOFING PER ARCH (TYP).
GROUT AS REQUIRED
FOR FULL BEARING
(E) CONCRETE SLAB
Wx BM PER PLAN
(2) 5/8"Ø HILTI 'KB-TZ2' W/ 4"
EMBED @ 12" OC AT EDGE
CONDIDTION (@ 6" OC AT SIM)
BENT PL1/2 x 6" WIDE
AT EACH ANCHOR
1/4
3 SIDES
NOTE:
USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT CUT
OR DAMAGE (E) REINF.
8"
NEW OPENING (E) ELEVATED
CONC SLAB
10" MIN
8" MAX
FLANGE BRACE TO EXISTINGCONC SLAB @ 2ND FLOOR
FLANGE BRACE TO (E) CONCSLAB EDGE @ 2ND FLOOR
1 1/2" = 1'-0"5
1 1/2" = 1'-0"2
3
4
(2) 1/2"Ø HILTI 'KB-TZ2'
W/ 2" EMBED @ 12" OC
(2) 1/2"Ø HILTI 'KB-TZ2' W/ 2"
EMBED @ 12" OC AT EDGE
CONDITION (@ 6" OC AT SIM)
#196 RFI 06.02.2025
N
I
R
No. S3866
Exp. 3/31/26
G
T
R
E
TATSS
E OFILACFO
UCTURA
R
L
R
STEREDP L
OFESSIONA
N
E
R
AI
E
ENGI
WILLI
H.THORP
................
.
.
.
...............................
.
.
.
...............
E
AM
WELDED CONNECTION ON (E) Wx BEAM 1" = 1'-0"95
(E) W30x BEAM (VIF)
(E) W14x BEAM (VIF)
TYP
PL3/4 x 8
(3) SIDES TYP
(E) PL TO (E)
W14x WEB
1"
1"
3/16
SEQUENCING NOTE:
1. WELD (E) Wx BEAM WEB TO (E) SHEAR TAB.
2. REMOVE EXISTING SHEAR TAB BOLTS.
3. WELD (N) PL3/4 COMPONENTS.
(N) PL TO
(E) W14x WEB1/8 16" MIN
PJP
TYP (N) PL TO
(E) W30x WEB1/2
0
#196RFI
#196RFI
#196RFI
SHEAR TRANSFER PLATE 6
3/16 14" MIN
#196RFI
(E) Wx BEAM
SUPPORT
BOLTS, TYP
(E) W14x BEAM
(VIF)W12x BEAM
PL1 1/2
x WIDTH PER FIELD
x 16" MIN LENGTH
1 1/2"
MIN
1 1/2"
MIN
3/16 14" MIN
VIF
(3'-0" MAX)
NOTE:
NOTIFY SEOR IMMEDIATELY IF THERE IS
DIMENSIONAL INCOMPATIBILITY FOR 1 1/2"
PLATE BETWEEN BEAM BOTTOM FLANGES.
TOP OF W14x
BOT FLANGE
BOT OF W12x
BOT FLANGE
1. A NEW TYPED PANELBOARD DIRECTORY CARD SHALL BE PROVIDED FOR ALL
PANELS UNDER THIS CONTRACT. NEW DIRECTORY CARDS SHALL BE LOCATED
ON THE INSIDE DOOR OF ASSOCIATED PANELS.
2. ALL NEW CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE
SUITABLE FOR 75 DEGREES AMPACITY CONDUCTORS.
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CRAE
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07 18
2
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90
A
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C
+
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4
SHEET TITLE AND NO.
SHEET NOTES
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E0.1-5
PANEL SCHEDULES
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#008 ASI 04.11.2025
#164 RFI 05.02.2025
#009 ASI 06.04.2025
#009
ASI
#009
ASI
#009
ASI
#009
ASI
#009
ASI
#009
ASI
1. A NEW TYPED PANELBOARD DIRECTORY CARD SHALL BE PROVIDED FOR ALL
PANELS UNDER THIS CONTRACT. NEW DIRECTORY CARDS SHALL BE LOCATED
ON THE INSIDE DOOR OF ASSOCIATED PANELS.
2. ALL NEW CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE
SUITABLE FOR 75 DEGREES AMPACITY CONDUCTORS.
I
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4 0 8 0
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CRAE
TCEI T
SC
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7
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2
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90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E0.1-6
PANEL SCHEDULES
REV # DESCRIPTION DATE
#008 ASI 04.11.2025
141 RFI 04.21.2025
#003 ASI 11.27.2024
141
RFI
1. ALL FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL, DAMP, OR WET AS
REQUIRED BY LOCAL CODES.
2. ALL FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR INSTALLATION
ACCORDING TO ALL CALIFORNIA ELECTRICAL CODES.
3. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACTOR SHALL
VERIFY ALL LOCATIONS AND RECESS DEPTHS.
4. ALL LAMPS SHALL BE INSTALLED ACCORDING TO THE ATTACHED FIXTURE
SCHEDULE.
5. CONTRACTOR SHALL VERIFY FINAL VOLTAGES AND CEILING TRIM
COMPATIBILITY PRIOR TO ORDERING FIXTURES.
6. CEILING THICKNESS IN EXCESS OF 3/4" SHALL BE IDENTIFIED IN WRITING BY
CONTRACT.
7. PROVIDE APPROVED FIRE-RATED ENCLOSURES FOR ALL LIGHTING
FIXTURES LOCATED IN A FIRE-RATED CEILING.
8. WALLS DIRECTLY ILLUMINATED SHALL BE INSTALLED AND FINISHED IN A
MANNER TO ELIMINATE SHADOWS OR BLEMISHES (I.E. HANG DRY WALL
VERTICALLY).
9. ANY FIXTURE SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND
OWNER'S REPRESENTATIVE PRIOR TO BID. CONTRACTOR MUST BE
PREPARED TO SUPPLY A SAMPLE AND/OR PHOTOMETRIC DATA IF
REQUESTED.
10. OUTDOOR LIGHTING FIXTURES THAT ARE USED TO ILLUMINATE A
PREMISES, ARCHITECTURAL FEATURE OR LANDSCAPE FEATURE ON
PRIVATE PROPERTY SHALL BE DIRECTED, SHIELDED, OR LOCATED IN SUCH A
MANNER THAT THE LIGHT SOURCE IS NOT VISIBLE OFFSITE, TO MINIMIZE
LIGHT EMISSION ABOVE THE HORIZONTAL PLANE AND SO THAT LIGHT DOES
NOT FALL ONTO SURROUNDING PROPERTIES OR CREATE GLARE HAZARDS
WITHIN PUBLIC RIGHTS-OF-WAY.
11. ALL EMERGENCY BATTERY PACKS SHALL BE FURNISHED WITH 90-MIN
MINIMUM BACK UP CAPABILITY AND PROVIDE NO LESS THAN 1/3 OF THE FULL
LUMEN OUTPUT OF ANY INDIVIDUAL LAMP. LED LIT, TEST SWITCHES TO BE
INTEGRAL TO FIXTURE, NOT REMOTE MOUNTED. CONTRACTOR SHALL
ENSURE THAT A MINIMUM OF 1-FOOTCANDLE IS PROVIDED AT FLOOR LEVEL
ALONG PATH OF EGRESS.
12. LIGHTING INSTALLED IN CORRIDORS AND STAIRWELLS SHALL BE
CONTROLLED BY OCCUPANT SENSING CONTROLS THAT SEPARATELY
REDUCE THE LIGHTING POWER BY AT LEAST 50% WHEN THE SPACE IS
UNOCCUPIED.
13. LIGHTING CONTROL DEVICES AND SYSTEMS, BALLASTS AND LUMINARIES
SHALL COMPLY TO 2022 CENC, SECTION 110.9.
14. SHADED FIXTURE INDICATES EGRESS FIXTURE WITH 90 MIN. BATTERY
BACKUP OR CONNECTED TO BUILDING LIGHTING INVERTER.
15. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC
1013.3)
16. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN
ACCORDANCE WITH UL 924. (CBC SECTION 1013.5
17. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A
DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF
STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE
INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN
ACCORDANCE WITH SECTION 2702.
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07 18
2
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4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E0.2-1
LIGHTING FIXTURE
SCHEDULES
GENERAL NOTES
REV # DESCRIPTION DATE
#184 RFI 05.19.2025
#005 ASI 11.27.2024
#184
RFI
R
FE
C
FE
C
FE
C
FE
C
FE
C
DW
FE
C
P P P P P P
MCP
FT FT FT FT FT FT
J J J J J
J
J
J
J
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
+42"
STAFF
OFFICE
001
MECH
003
FIRE
AL.RM
006
ELEVATOR-ABAN.
007
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014 OFFICE
015
ELEV.
CONTROL
018
OFFICE
017
(E) ELEV.
CONTROL
RM.
005A
+42"
LBA-9,11,13&15 LBA-17,19,21&23
LBA-2,4,6&8
LBA-10,12,14&16 LBA-18,20,22&24
ALL
GENDER
RESTROOM
010
STAFF
BREAK
ROOM
004
MECH-ABAN.
008
+42"
1
4
ELECTRICAL
019
33
7
7
13
13
9
27
27
27
25
25
1
E4.0-2
STAFF
OFFICE
001
LBA-1,3,5&7
ARCHIVES
002
OFFICE
016
1 1 1
1 1
LBM
2
STORAGE
005
2
E4.0-1
DB-2
MS-A
TR -T1
LBL
LBB
LBA
004LBB- 7
10 6
(E) ELECTRICAL
VAULT
LBB- 12
5
7 7 7
7 7
LP
8
8
8
8
8
8
8
8
2
9
(E) ELEVATOR
HYDRAULIC
PUMP
7
13
FIRE
AL.RM
006
LBA- 10
10
10
10
(E) FA
LBA- 4
9
LBA- 710
LBA-31
LBA-25,27&29
2
2
INV-1
LBA- 2
LBB-9&11&13
LBB-21&23
LBB-17&19
23 25
+42"+42"
1012
LBB-8&10&12
LBB-14&16
16 14
DW
+18"
4
6
LBB-2&4&6
2
12
20
20
18
18
LBB-18&20
LBB-24
LBB-26
LBB-1&3&5
13
5 555
3
3
1111
44
46
44
44
15
JANITOR.
023
LBA-42 16
17
17
LBB-21
11
LBB-27
17
19
STORAGE
022
ALL
GENDER
RESTROOM
011
9
+42"
11
11
11
8 RF.
+42"
+42"
+18"
+18"
#009
ASI
#009
ASI
#009
ASI
#009
ASI
#009
ASI #009
ASI
2
25
34
31
32
LBA-32,34&36
29
36
LBB-29
2
18
LBB-18
LBA-35
LBA-39
29
27
#009
ASI
#009
ASI
#009
ASI
35
35
35
35
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CRAE
TCEI T
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5 06
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07 18
2
P
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A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E2.4-1
ELECTRICAL
REMODEL
BASEMENT POWER
PLAN
1/8" = 1'-0"1 ELECTRICAL NEW POWER PLAN BASEMENT
1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES
AND OFFSET MINIMUM 24 INCHES.
2. 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.
3. ALL DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR
TO ROUGH-IN.
4. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL
CONFORM TO CEC, ARTICLE 300.22(C).
5. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN
CIRCUITRY
6. POWER AND DATA CORE AND FACEPLATES TO MATCH COLOR OF
ADJACENT WALL.
7. COORDINATE RECEPTACLE LOCATIONS WITH DATA OUTLET LOCATIONS
AND GANG DEVICES IN BOXES AND COVER PLATES.
8. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE
CONTRACTOR SHALL PROVIDE THE FOLLOWING:
7.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS.
7.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN
PARALLEL TO STRUCTURES OR DUCT WORK.
7.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE
REROUTED AT THE REQUEST OF THE ARCHITECT AT NO
ADDITIONAL COST.
9. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT
WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE
COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL
CONTAIN MORE THAN NINE (9) CURRENT CARRYING
CONDUCTORS.WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE
(3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED
AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS.
10. NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED
IN HARD LID CEILING AREAS (UNLESS ACCESS PANEL IS PROVIDED.
COORDINATE WITH ARCHITECT.) RELOCATE ANY EXISTING EQUIPMENT,
J-BOXES, ETC. TO ACCESSIBLE CEILING AREA.
11. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-
BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW.
12. CONTRACTOR TO PROVIDE 1/2"CONDUIT WITH PULLSTRING TO ALL NEW
THERMOSTAT LOCATIONS. COORDINATE SCOPE OF WORK WITH
MECHANICAL DRAWINGS.
13. FLOOR PENETRATIONS SHALL BE FIELD LOCATED TO MISS
STRUCTURAL FLOOR FRAMING/REINFORCING BELOW, OTHERWISE,
SITE SPECIFIC DETAILS SHALL BE SUBMITTED TO THE CITY FOR
APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL SCAN ALL
LOCATIONS PRIOR TO CORING.
14. CONTRACTOR SHALL PROVIDE PERMANENT MACHINE TYPE LABELS ON
ALL ELECTRICAL EQUIPMENT, RECEPTACLES AND SWITCHES.
15. ALL RECEPTACLES AND SWITCHES SHALL BE PROVIDED WITH DECORA
PLATES.
16. CONTRACTOR TO PROVIDE PERMANENT TYPED LABELS ON ALL
EXISTING VAV BOXES DISCONNECT SWITCHES. CONTRACTOR TO
REFER TO MECHANICAL DRAWING FOR NUMBER OF VAV BOXES AND
LOCATIONS.
17. ALL LOW VOLTAGE DEVICES ARE SHOWN FOR REFERENCE ONLY.
18. ALL RECEPTACLES SHALL BE PROVIDED AS TAMPER RESISTANT
RECEPTACLES.
3 SAW-CUT EXISTING SLAB TO ALLOW FOR INSTALLATION OF NEW
CONDUIT. WIRE SIZE PER HOMERUN AND ADDITIONAL NOTES.
2 REFER TO TELECOM/AUDIOVISUAL DRAWINGS FOR FLOOR BOX MAKE
AND MODEL. FLOOR BOX PROVIDED BY TELECOM OR AUDIOVISUAL
CONTRACTOR, COORDINATE IN THE FIELD. CONTRACTOR TO PROVIDE
RECEPTACLE CONFIGURATION AND CIRCUITING AS SHOWN ON THE
DRAWINGS.
1 CONTRACTOR TO PROVIDE WALL FURNITURE BOX. INSTALL FLEX
CONDUIT AS NEED TO CONNECT TO FURNITURE SYSTEM. PROVIDE 3/4''C.,
4#10 + 2#10(N), 1#10 EQUIPMENT GROUND FOR ALL FURNITURE FEED
CONNECTIONS. TIE EQUIPMENT GROUND AND ISOLATED GROUND
CONNECTIONS INTO SINGLE POINT ON FURNITURE FEED WHIP. PROVIDE
HANDLE-TIE ON CIRCUIT BREAKERS AS NEEDED. COORDINATE EXACT
SIZE AND LOCATION IN THE FEILD WITH THE OWNER'S REPRESENTATIVE.
GENERAL NOTES
KEY NOTES
4 PROVIDE GFCI RECEPTACLE IN ELEVATOR PIT.
5 CONTRACTOR TO REUSE EXISITNG DISCONNECT SERVING LIGHTING
INSIDE ELEVATOR CAB. PROVIDE NEW POWER CONNECTION TO EXISTING
DISCONNECT SWITCH.
6 CONTRACTOR TO PROVIDE NEW DISCONNECT SWITCH PER SINGLE LINE
DIAGRAM SHEET E0.1-2 FOR EXISTING ELEVATOR.
7 THE LAST CIRCUIT IN THE FURNITURE FEED SHALL BE CONTROLLED BY
OCCUPANY SENSOR TO COMPLY WITH THE TITLE 24 CONTROLLED
RECEPTACLE CODE REQUIREDMENT, §130.5(d).
8 PROVIDE RECEPTACLE AND CONDUIT SURFACE MOUNTED. CONTRACTOR
SHALL INSTALL CONDUIT IN BASEMENT (LEVEL BELOW) AND ROUTE
CONDUIT SURFACE MOUNTED UP TO NEW SURFACE MOUNTED
RECEPTACLE.
9 PROVIDE POWER CONNECTION TO TWO-WAY COMMUNICATION SYSTEM.
REFER TO SHEET TN-7.0-3 FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
10 EXISTING FIRE ALARM PANEL TO BE REUSED. CONTRACTOR SHALL
DESIGN-BUILD A COMPLIANT FIRE ALARM SYSTEM PER SPECIFICATIONS
SECTION 28 3100.
11 PROVIDE RECEPTACLE AND 120V POWER CONNECTION TO SERVE
FAUCET AND SOAP DISPENSER. PROVIDE RECEPTACLE AND 120V POWER
CONNECTION TO SERVE HAND DRYER MOTOR. ELECTRICAL BOXES NEED
TO BE VERTICALLY, FLUSH MOUNTED TO BACKING MATERIAL, TO ALLOW
PLUMBING AND COMPONENT CLEARANCE. COORDINATE EXACT LOCATION
AND REQUIREMENTS IN THE FIELD.
12 PROVIDE SWITCH ABOVE COUNTER AND CONNECT TO RECEPTACLE TO
SERVE GARBAGE DISCPOSAL. COORDINATE EXACT REQUIREMENTS AND
LOCATIONS IN THE FIELD.
13 REFER TO TELECOM/AUDIOVISUAL DRAWINGS SHEET TA9.1-2 FOR TV
WALL MOUNT BOX FOR MAKE AND MODEL. WALL BOX PROVIDED BY
TELECOM OR AUDIOVISUAL CONTRACTOR, COORDINATE IN THE FIELD.
CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION AND
CIRCUITING AS SHOWN ON THE DRAWINGS.
14 PROVIDE POWER CONNECTION TO DRINKNG FOUNTAIN. COORDINATE
EXACT LOCATION AND REQUIREMENTS IN THE FIELD.
15 DEDICATED QUAD RECEPTACLE FOR POWER CONNECTION TO AV RACK.
COORDINATE EXACT LOCATION IN THE FIELD.
16 CONTRACTOR TO PROVIDE MOTOR RATED SWITCH AND POWER
CONNECTION TO SMOKE CURTAIN. PROVIDE FIRE ALARM CONNECTION
AND COORDINATE WITH FIRE ALARM DESIGN-BUILD CONTRACTOR.
COORDINATE EXACT REQIREMENTS AND LOCATION IN THE FIELD.
17 CONNECT TO UNDERCABINET LIGHTING AS SHOWN ON E3.0-1.
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#008 ASI 04.11.2025
#164 RFI 05.02.2025
#184 RFI 05.19.2025
#009 ASI 06.04.2025
#009
ASI
FEC
CAENF
CAENF CAENF
CAENF
CAENF
CAENF CAENF
CAENFCAENF
CAENF
CAENF
CAENF
FE
C
PPFT
FT
J
J
J
J
J
J
J
J
J
J
J
J J
J J
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
YOUTH
STACKS
117
MECH.
113
ALL
GENDER
RESTROOM
114
ALL
GENDER
RESTROOM
115
JAN. RM
112
MEN RR
110
WOMEN
RR
111
STORAGE
108
FIREPLACE
ROOM
122
SORTING
123
BOOKMOBILE
ROOM
103
STAFF-WOMEN
RESTROOM
104
STAFF
MEN
RESTROOM
105
I.T.
106
BOOKSTORE
109
ADULT
STACKS
119
GREAT
READING
ROOM
101
TODDLERS
AND
INFANTS
120
NURSING/SENSORY
116
YOUTH
STACKS
118
1
E4.0-1
STORAGE
124 +42"
L1A-9,11,13&15
MEETING/COMMUNITY
ROOM
102
1
+42"
+42"
L1B
L1A
2
4
1 1 OFFICE
103A
2
2
1
1
2
2
1
111
1
L1L
5
7
1313
15
15
15
15
15
15
19
17
5
2
2
+32"
6
+12"
1
L1B- 13,15
4
2
2
(TYP. 3)
L1B- 25
TODDLERS
AND
INFANTS
120
25
2525
13
1
2
(TYP)
9
7
8
9
L1B- 27
L1B- 37,39,41
MEETING/COMMUNITY
ROOM
102
L1B- 29 29
29
29
29
1BA (E)11
10
L1B- 23
10
10
99
9
9
7
7
7
11
11
L1B-7&9&11
7
11
13
9
L1B-27
L1B-31
L1B-2&4
4 4 2 2 2
L1A-10&12
10 10 10 1210 12
L1B-43&
45&47
L1A-32
L1A-21&23&25
L1A-27,29
10
L1A-31,33 L1A-35
33 27
23
21
21
21
23
6
6
8
8
6
6
9
L1A-6&8
L1A-35
14
14
L1A-20&22
L1A-14&16&18
16
16
18
14
16
16
2
22
20
28
13
13
13
26
28
L1A-26&28&30
2626 26
30
13
LBA-28
FAA12
L1B-27
9
L1B-1&3&5
1
1
1
1
3
3
5
L1B-6
L1A-2&4
44
17
17
17
17
17
L1B-33
L1B-17,19,21 L1A-24
13
14
19
19
13
2424
14
(E)
L1B-49,51
15
45,47
43
21
1919
19
19 19
17
L1A-17,19
17
24
L1B-38
16
L1B-38
16
L1B-14
L1B-12
L1B-8 L1B-10
10
10
10
L1A-5 10
L1A-710
+42"
16
L1B-20,22
10
31
29
18
L1B-16,18 20
22
L1B-16,1810
L1B-20,22
17
VESTIBULE
107
32
32
34
34
L1B-32,34
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E2.4-2
ELECTRICAL
REMODEL FIRST
FLOOR POWER
PLAN
1/8" = 1'-0"1 ELECTRICAL NEW POWER PLAN - FIRST FLOOR
1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES
AND OFFSET MINIMUM 24 INCHES.
2. 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.
3. ALL DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR
TO ROUGH-IN.
4. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL
CONFORM TO CEC, ARTICLE 300.22(C).
5. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN
CIRCUITRY
6. POWER AND DATA CORE AND FACEPLATES TO MATCH COLOR OF
ADJACENT WALL.
7. COORDINATE RECEPTACLE LOCATIONS WITH DATA OUTLET LOCATIONS
AND GANG DEVICES IN BOXES AND COVER PLATES.
8. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE
CONTRACTOR SHALL PROVIDE THE FOLLOWING:
7.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS.
7.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN
PARALLEL TO STRUCTURES OR DUCT WORK.
7.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE
REROUTED AT THE REQUEST OF THE ARCHITECT AT NO
ADDITIONAL COST.
9. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT
WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE
COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL
CONTAIN MORE THAN NINE (9) CURRENT CARRYING
CONDUCTORS.WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE
(3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED
AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS.
10. NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED
IN HARD LID CEILING AREAS (UNLESS ACCESS PANEL IS PROVIDED.
COORDINATE WITH ARCHITECT.) RELOCATE ANY EXISTING EQUIPMENT,
J-BOXES, ETC. TO ACCESSIBLE CEILING AREA.
11. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-
BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW.
12. CONTRACTOR TO PROVIDE 1/2"CONDUIT WITH PULLSTRING TO ALL NEW
THERMOSTAT LOCATIONS. COORDINATE SCOPE OF WORK WITH
MECHANICAL DRAWINGS.
13. FLOOR PENETRATIONS SHALL BE FIELD LOCATED TO MISS
STRUCTURAL FLOOR FRAMING/REINFORCING BELOW, OTHERWISE,
SITE SPECIFIC DETAILS SHALL BE SUBMITTED TO THE CITY FOR
APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL SCAN ALL
LOCATIONS PRIOR TO CORING.
14. CONTRACTOR SHALL PROVIDE PERMANENT MACHINE TYPE LABELS ON
ALL ELECTRICAL EQUIPMENT, RECEPTACLES AND SWITCHES.
15. ALL RECEPTACLES AND SWITCHES SHALL BE PROVIDED WITH DECORA
PLATES.
16. CONTRACTOR TO PROVIDE PERMANENT TYPED LABELS ON ALL
EXISTING VAV BOXES DISCONNECT SWITCHES. CONTRACTOR TO
REFER TO MECHANICAL DRAWING FOR NUMBER OF VAV BOXES AND
LOCATIONS.
17. ALL LOW VOLTAGE DEVICES ARE SHOWN FOR REFERENCE ONLY.
18. ALL RECEPTACLES SHALL BE PROVIDE AS TAMPER RESISTANT
RECEPTACLES
4 PROVIDE POWER CONNECTION TO DRINKNG FOUNTAIN. COORDINATE
EXACT LOCATION AND REQUIREMENTS IN THE FIELD.
2 CONTRACTOR TO PROVIDE POKE-THRU BOX, SIMILAR TO TYPE "FP4"
SPECIFIED AND PROVIDED BY TELECOM/AUDIOVISUAL CONTRACTOR, SEE
SHEET TN9.0-7. CONTRACTOR TO PROVIDE RECEPTACLE
CONFIGURATION AND CIRCUITING AS SHOWN ON THE DRAWINGS.
GENERAL NOTES
KEY NOTES
5 PROVIDE 120V POWER CONNECTION FOR FIRE PLACE. COORDINATE
EXACT LOCATION OF SWITCH IN THE FIELD.
6 RECEPTACLE TO BE MOUNTED 12" A.F.F. FOR BOOKCASE STRIP
LIGHTING.
1 REFER TO TELECOM DRAWINGS FOR 2 HOUR FIRE RATED POKE-THRU
BOX MODEL. CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION
AS SHOWN ON THE DRAWINGS.
7 PROVIDE MOTOR RATED SWITCH 120V POWER FOR ROLL-DOWN DOOR.
PROVIDE CONTROLS CONNECTIONS BETWEEN DOOR & CONTROL PANEL,
NOTE 8, AND COORDINATE REQUIREMENTS IN THE FIELD.
8 PROVIDE 120V POWER CONNECTION FOR ROLL-DOWN DOOR CONTROL
PANEL. PROVIDE CONDUITS AND WIRES BETWEEN ROLL-DOWN DOOR
AND CONTROL PANEL. COORDINATE EXACT REQUIREMENT IN THE FIELD
WITH ROLL-DOWN DOOR SUPPLIER.
9 PROVIDE 120V POWER CONNECTION FOR DOOR OPENER. COORDINATE
EXACT REQUIREMENT IN THE FIELD AND WITH SECURITY CONTRACTOR.
10 PROVIDE RECEPTACLE AND 120V POWER CONNECTION TO SERVE
FAUCET AND SOAP DISPENSER. PROVIDE RECEPTACLE AND 120V POWER
CONNECTION TO SERVE HAND DRYER MOTOR. ELECTRICAL BOXES NEED
TO BE VERTICALLY, FLUSH MOUNTED TO BACKING MATERIAL, TO ALLOW
PLUMBING AND COMPONENT CLEARANCE. COORDINATE EXACT
LOCATION AND REQUIREMENTS IN THE FIELD.
11 PROVIDE 120V POWER CONNECTION FOR NEW MAG-HOLD OPENER.
COORDINATE REQUIREMENTS IN THE FIELD.
12 FIRE ALARM ANNUNCIATOR. COORDINATE EXACT LOCATION IN THE FIELD
AND WITH APPROVED, BY STATE FIRE MARSHALL AND LOCAL AHJ, FIRE
ALARM DRAWINGS PROVIDED BY DESIGN-BUILD FIRE ALARM
CONTRACTOR.
13 REFER TO TELECOM/AUDIOVISUAL DRAWINGS SHEET TA9.1-2 FOR TV
WALL MOUNT BOX FOR MAKE AND MODEL. WALL BOX PROVIDED BY
TELECOM OR AUDIOVISUAL CONTRACTOR, COORDINATE IN THE FIELD.
CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION AND
CIRCUITING AS SHOWN ON THE DRAWINGS.
14 EXISTING FLOOR MOUNTED POKE-THROUGH DEVICE SERVING SECURITY
GATES TO REMAIN IN PLACE. RECIRCUIT AS SHOWN AND INDICATED ON
DRAWING. COORDINATE EXACT OUTLET TYPE IN THE FIELD WITH
SECURITY DOOR VENDOR.
15 PROVIDE FLOOR MOUNTED POKE-THROUGH DEVICE SERVING SECURITY
GATES. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE
FIELD, COORDINATE EXACT OUTLET TYPE IN THE FIELD WITH SECURITY
DOOR VENDOR.
16 PROVIDE POWER CONNECTION AND MOTOR RATED SWITCH FOR SHADE
MOTOR AND PROVIDE SWITCH FOR CONTROL OF (UP/DOWN) OF NEW
MOTORIZED SHADES, COORDINATE EXACT LOCATION OF DEVICES AND
EXACT REQUIREMENTS IN THE FIELD WITH SHADE VENDOR.
17 PROVIDE WINDOW SHADE CONTROL SWITCH. COORDINATE EXACT
LOCATION AND REQUIREMENT IN THE FIELD.REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#008 ASI 04.11.2025
141 RFI 04.21.2025
#003 ASI 11.27.2024
141
RFI
FE
C
FE
C
FEC
2T
2T
FT
FT
J
J
D
D
J
J J J
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
STUDY
202
VESTIBULE
SEATING
200A
HISTORY
222
STAFF
RESTROOM
2T3
ALL
GENDER
RESTROOM
2T2
YOUNG
ADULT
211
MAKER
STORAGE
216
STUDY
201
+42"
+60"
+42"
+42"
+42"
YA STUDY
BOOTH
211A
54''
5
5
3
+42"+42"
STAFF
MEETING
ROOM
221
OFFICE
223
STAFF
OFFICE
224
OFFICE
226
OFFICE
225
1
L2M
L2AL2L
JAN.RM
217
2 2
2
1
1 1
1
3
(E) SMR ON
RAILING
DOWN TO
BELOW
L2A-16,18,&206
ELEC. RM.
218
INV-2
DDC
3
VIDEO
EDITING
BOOTH
213
STUDY
220
ALL
GENDER
RESTROOM
2T1 STORAGE
200B
1
1
L2L-40,42
5
46
46
42
2
42
42
44
42
#10L2A-1&3
35
5 7
7
7
L2A-5&7 3
1
L2A-9&11&13
#10
9
9
911
11
11
13
13
13 13
1
#10
#10
#10
#10
L2A-15&17
15
15
15
17
5
L2A-33
33
33
33
33 L2A-25,27
L2A-61
&63
L2A-35
5
35
35
35
35
31
L2A-31
33
L2A-19&21
31 31 31
4
L2A-39&41&43
41
39
43 43
37
37
37
L2A-37
10
2
2
2
L2A-2
2
2
4
4
4
L2A-4
L2A-53
7
1
1
1
1
1
1
L2A-32 32 32
32
32
5
6
8
8
L2A-6&8&10
3
10
2
10
10
MAKER
SPACE
212
18 18
18
18
18
20
22
22
22
22
L2A-18&20&22
VIDEO
RECORDING
BOOTH
214
24&26
24
L2A-24&26
L2A-28&30
28&30
28
3D PRINTER
L2A-12&14&16
12
12
14
16
2
2 44
L2A-48,50
9
L2A-38&40
38
38
4038
L2A-34&36
8
42
42
L2A-42&44&46
11
28&30
24&26
L2A-72
12
12
7
17
17
2
35
2 2 2
L2A-55&57
55 5557
57 55
2 2
41 41
28&30
24&26
46
42
2
L2A-234
L2A-29
4
4
L2A-59
4
4
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E2.4-3
ELECTRICAL
REMODEL SECOND
FLOOR POWER
PLAN
1/8" = 1'-0"1 ELECTRICAL NEW POWER PLAN - SECOND FLOOR
1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES
AND OFFSET MINIMUM 24 INCHES.
2. 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.
3. ALL DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR
TO ROUGH-IN.
4. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL
CONFORM TO CEC, ARTICLE 300.22(C).
5. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN
CIRCUITRY
6. POWER AND DATA CORE AND FACEPLATES TO MATCH COLOR OF
ADJACENT WALL.
7. COORDINATE RECEPTACLE LOCATIONS WITH DATA OUTLET LOCATIONS
AND GANG DEVICES IN BOXES AND COVER PLATES.
8. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE
CONTRACTOR SHALL PROVIDE THE FOLLOWING:
7.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS.
7.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN
PARALLEL TO STRUCTURES OR DUCT WORK.
7.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE
REROUTED AT THE REQUEST OF THE ARCHITECT AT NO
ADDITIONAL COST.
9. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT
WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE
COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL
CONTAIN MORE THAN NINE (9) CURRENT CARRYING
CONDUCTORS.WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE
(3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED
AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS.
10. NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED
IN HARD LID CEILING AREAS (UNLESS ACCESS PANEL IS PROVIDED.
COORDINATE WITH ARCHITECT.) RELOCATE ANY EXISTING EQUIPMENT,
J-BOXES, ETC. TO ACCESSIBLE CEILING AREA.
11. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-
BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW.
12. CONTRACTOR TO PROVIDE 1/2"CONDUIT WITH PULLSTRING TO ALL NEW
THERMOSTAT LOCATIONS. COORDINATE SCOPE OF WORK WITH
MECHANICAL DRAWINGS.
13. FLOOR PENETRATIONS SHALL BE FIELD LOCATED TO MISS
STRUCTURAL FLOOR FRAMING/REINFORCING BELOW, OTHERWISE,
SITE SPECIFIC DETAILS SHALL BE SUBMITTED TO THE CITY FOR
APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL SCAN ALL
LOCATIONS PRIOR TO CORING.
14. CONTRACTOR SHALL PROVIDE PERMANENT MACHINE TYPE LABELS ON
ALL ELECTRICAL EQUIPMENT, RECEPTACLES AND SWITCHES.
15. ALL RECEPTACLES AND SWITCHES SHALL BE PROVIDED WITH DECORA
PLATES.
16. CONTRACTOR TO PROVIDE PERMANENT TYPED LABELS ON ALL
EXISTING VAV BOXES DISCONNECT SWITCHES. CONTRACTOR TO
REFER TO MECHANICAL DRAWING FOR NUMBER OF VAV BOXES AND
LOCATIONS.
17. ALL LOW VOLTAGE DEVICES ARE SHOWN FOR REFERENCE ONLY.
18. ALL RECEPTACLES SHALL BE PROVIDED AS TAMPER RESISTANT
RECEPTACLES.
4 PROVIDE RECEPTACLE AND 120V POWER CONNECTION TO SERVE
FAUCET AND SOAP DISPENSER. PROVIDE RECEPTACLE AND 120V POWER
CONNECTION TO SERVE HAND DRYER MOTOR. ELECTRICAL BOXES NEED
TO BE VERTICALLY, FLUSH MOUNTED TO BACKING MATERIAL, TO ALLOW
PLUMBING AND COMPONENT CLEARANCE. COORDINATE EXACT LOCATION
AND REQUIREMENTS IN THE FIELD.
3 PROVIDE POWER CONNECTION TO DRINKNG FOUNTAIN. COORDINATE
EXACT LOCATION AND REQUIREMENTS IN THE FIELD.
2 CONTRACTOR TO PROVIDE POKE-THRU BOX, SIMILAR TO TYPE "FP4"
SPECIFIED AND PROVIDED BY TELECOM/AUDIOVISUAL CONTRACTOR, SEE
SHEET TN9.0-7. CONTRACTOR TO PROVIDE RECEPTACLE
CONFIGURATION AND CIRCUITING AS SHOWN ON THE DRAWINGS.
1 REFER TO TELECOM DRAWINGS FOR 2 HOUR FIRE RATED POKE-THRU
BOX MODEL. CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION
AS SHOWN ON THE DRAWINGS.
GENERAL NOTES
KEY NOTES
5 REFER TO TELECOM/AUDIOVISUAL DRAWINGS SHEET TA9.1-2 FOR TV
WALL MOUNT BOX FOR MAKE AND MODEL. WALL BOX PROVIDED BY
TELECOM OR AUDIOVISUAL CONTRACTOR, COORDINATE IN THE FIELD.
CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION AND
CIRCUITING AS SHOWN ON THE DRAWINGS.
6 CONTRACTOR TO INTERCEPT EXISTING CIRCUITS SERVING EXISTING TO
REMAIN SURFACE MOUNTED RACEWAY LOCATED ON RAILING.
CONTRACTOR SHALL PROVIDE THREE (3) CIRCUITS TO EXISTING
RACEWAY AND RECIRCUIT AND LABEL RECEPTACLES AS NEEDED, FOR A
COMPLETE INSTALLATION FOR EXISTING TO REMAIN
RACEWAY/RECEPTACLE.
7 CONTRACTOR TO INTERCEPT EXISTING CIRCUITS SERVING EXISTING TO
REMAIN RECEPTACLES LOCATED IN MEZZANINE LEVEL ABOVE.
COORDINATE SCOPE OF WORK IN THE FIELD.
8 CONTRACTOR TO PROVIDE MOTOR RATED SWITCH AND POWER
CONNECTION TO PROJECTION SCREEN MOTOR. COORDINATE EXACT
REQIREMENTS AND LOCATION IN THE FIELD.
9 CONTRACTOR TO PROVIDE CEILING MOUNTED RECEPTACLE FOR
PROJECTOR. COORDINATE EXACT REQIREMENTS AND LOCATION IN THE
FIELD.
10 CONTRACTOR TO PROVIDE MOTOR RATED SWITCH AND POWER
CONNECTION TO SMOKE CURTAIN. PROVIDE FIRE ALARM CONNECTION
AND COORDINATE WITH FIRE ALARM DESIGN-BUILD CONTRACTOR.
COORDINATE EXACT REQIREMENTS AND LOCATION IN THE FIELD.
11 CONNECT INVERTER TO PANELBOARD AND CIRCUIT NUMBER AS SHOWN
AND INDICATED USING 1"C, 2#4, 1#10GND.
12 CONNECT TO UNDERCABINET LIGHTING AS SHOWN ON E3.0-3.
#008
ASI
#020
ASI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#008 ASI 04.11.2025
JJ
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
FC
B3
FC
B4
FC
B5
FC
B6
FC
B7
FC
B8 FC
B9
FC
B10
FC
B2
FC
B11
FC
B1
M
LBM- 1
M
LBM- 5
LBM- 7
M M
LBM- 9
M
LBM- 11 LBM- 13
M M M
LBM- 3
M
M
LBM- 19
M
1 1 1
1
1
1
1
1
7
3
LBM- 2 LBM- 4
LBM- 15
LBM
LBA
LBB
LBL
LBM- 6
6
(TYP.)
SE-1
SE-2
2"C.O. FOR
CONTROLS3/4"C, 3#10 &
1#10GND 5
SEWER EJECTOR
CONTROL PANEL
4
2
004
6
EF
B-2
EF
B-1
(TYP 2)
LBM- 38,40,42
LBM- 10
6
FC
ELEV
FC
ELEC
LBM- 8
6
2
2
2 4 4
4
4 6
6
DDC
LBM-14
3/4"C, 3#10 & 1#10GND
LBM-29&31
7
7
LBM-33
6
6
LBM- 17
L2M-20,22,24
M
L2M-26
8
9
HPWH-1
CP-1
006
10
006
VFDVFD
008
009
VFD
VFD
1
#10
LBM-32,34,36
LBM-21
VAV
B-1
M
LBM-23
#177
RFI
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E2.5-1
ELECTRICAL
REMODEL
BASEMENT
MECHANICAL
POWER PLAN
1/8" = 1'-0"1 ELECTRICAL REMODEL BASEMENT POWER MECHANICAL PLAN
1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES
AND OFFSET MINIMUM 24 INCHES.
2. 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.
3. ALL DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR
TO ROUGH-IN.
4. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL
CONFORM TO CEC, ARTICLE 300.22(C).
5. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN
CIRCUITRY
6. POWER AND DATA CORE AND FACEPLATES TO MATCH COLOR OF
ADJACENT WALL.
7. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE
CONTRACTOR SHALL PROVIDE THE FOLLOWING:
7.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS.
7.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN
PARALLEL TO STRUCTURES OR DUCT WORK.
7.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE
REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL
COST.
8. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT
WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE
COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL
CONTAIN MORE THAN NINE (9) CURRENT CARRYING
CONDUCTORS.WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE
(3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED
AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS.
9. NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED
IN HARD LID CEILING AREAS (UNLESS ACCESS PANEL IS PROVIDED.
COORDINATE WITH ARCHITECT.) RELOCATE ANY EXISTING EQUIPMENT,
J-BOXES, ETC. TO ACCESSIBLE CEILING AREA.
10. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-
BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW.
11. CONTRACTOR TO PROVIDE 1/2"CONDUIT WITH PULLSTRING TO ALL NEW
THERMOSTAT LOCATIONS. COORDINATE SCOPE OF WORK WITH
MECHANICAL DRAWINGS.
3 CONTRACTOR TO PROVIDE 120V POWER CONNECTION TO SERVE AHU UV
LIGHTS. COORDINATE EXACT LOCATION OF POWER FEED IN FIELD.
2 CONTRACTOR TO PROVIDE 120V POWER CONNECTION TO SERVE
LIGHTING AND RECEPTACLES INSIDE AHU. COORDINATE EXACT
LOCATION OF NEW POWER FEED IN THE FIELD.
1 CONTRACTOR TO PROVIDE POWER CONNECTION AND MOTOR RATED
SWITCH FOR FAN COIL UNIT. COORDINATE EXACT LOCATION OF SWITCH
IN THE FIELD AND WITH MECHANICAL DRAWING M2.1-1
GENERAL NOTES
KEY NOTES
4 PROVIDE PANELS WITH OVERCURRENT PROTECTION DEVICES FOR NEW
PUMPS. PROVIDE CONTROL PANEL AND EXISTING CONTROLS ARE
EXISTING TO REMAIN.ALARM IS SIREN WITH STROBING LIGHT ON THE
PANEL.
5 PROVIDE 250V, 30AS/10AF, 3-PHASE, 3-WIRE & GND FUSED DISCONNECT
SWITCH TO SERVE SUMP PUMP. LOCATE WITHIN SIGHT OF PUMP.
6 CONTRACTOR TO PROVIDE 120V POWER CONNECTION AND GFCI
RECEPTACLE TO SERVE FAN COIL UNIT CONDENSATE PUMP.
COORDINATE EXACT LOCATION OF NEW RECEPTACLE IN THE FIELD.
7 POWER TO FAN COIL UNIT FROM OUTSIDE, ROOF MOUNTED,
CONDENSING UNIT. CONTRACTOR TO PROVIDE 3/4"C AND CONNECTION
TO ROOF MOUNTED CONDENSING UNIT. COORDINATE SCOPE OF WORK
WITH SHEET E2.4-4.
8 CONTRACTOR TO PROVIDE 30AS/30AF, 250V, 3-PHASE & GROUND
DISCONNECT SWITCH TO SERVE WATER HEATER.
9 CONTRACTOR TO PROVIDE 120V POWER CONNECTION AND MOTOR
RATED SWITCH TO SERVE NEW CIRCULATION PUMP. COORDINATE SCOPE
OF WORK IN THE FIELD AND WITH PLUMBING DETAILS ON SHEET P2.5-1.
10 CONTRACTOR TO PROVIDE 120V POWER CONNECTION AND MOTORATED
SWITCH FOR VAV CONTROLS. EXTEND CIRCUITING TO ALL LOCATIONS IN
THE FIELD AND COORDINATE WITH MECHANICAL DRAWINGS, USING
3/4"C, 2/12 & 1#12GND.
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#177 RFI 05.21.2025
FEC
FE
C OS
J
D
D D
D
OSOS
OS OS
OS
OS
OS
OS
D OS
OS
OS
D
OS
OS
OS
OS
OS
D
OS
OS
O
S
OS OSOS
OS
OS
OS
OS
OS
OSOS
OS
OS
OS
J
OS
OS
OS
OS
J
J
OS
OS
OS
J
J
J
OS
J
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
GREAT
READING
ROOM
101
FAMILY
ZONE
121
MECH.
113
ALL
GENDER
RESTROOM
114
ALL
GENDER
RESTROOM
115
NURSING/SENSORY
116
JAN. RM
112
MEN RR
110
WOMEN
RR
111
FIREPLACE
ROOM
122
STORAGE
108
BOOKSTORE
109
SORTING
123
STAFF
MEN
RESTROOM
105
BOOKMOBILE
ROOM
103
OFFICE
103A
TODDLERS
AND
INFANTS
120
MEETING/COMMUNITY
ROOM
102
VESTIBULE
107
X
X
X
X
X
X
X
X
STAFF-WOMEN
RESTROOM
104
B1B1
A1
A1
A1
A1
B1 B1 B1B1B1B1
STORAGE
124
1(TYP)
6(TYP)
I.T.
106
B1 B1
B1
B1
A1
A1
B3
B3B3
B3
B3
B3
B3
B3
B1
B3B3B3B3
B3 B3 B3B3
5
B1
B1
VESTIBULE
100
H1
B1 B1 B1
B1B1B1
B1
B1 B1 B1
B1
B1
B1 B1 B1
B1
B1
B1B1
B1B1
X
EX
EX
EX
EX
H1 H2
B1
B1
B1
B1 B1 B1
B1B1
B1 B1
B1
B1
B1B1 B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1 B1
C1 B1 B1 B1 B1 B1
B1
B1
B1
C1 C1
H1H1
H1 H1 H1
C1
C1
B1 B1B1
B1
B1
C1
B1
G1
G1
G1
C1
B1
B1
B1
B1
B3
B3
B1
B1
a,b
11R6
11R6
EM
EM EM
R5
3R5 3R5
3R5 11R6
EM
EM
3b
9a
9a
9a
aA19aA19a
A1 9a A1
3a
EM
A1
3a
EM A1
3a
EM
A1
3a
EM
A1
3a
EM
A1
3a
EM
A1
3a
EM
A1
3b
EM
A1
3b
EM
A1 9a
A1 9aA19a
9a A1 9a
A1
A1A1
B1
A1
3a
EM
A1
3a
EM
A1 9a
A1 9a
a
A1A1
A1
A1
A1
A1
A1
A1
9a
9a
9a
b
3b
a,b
b
b
a
B1
9a
EM
EM
9R3
9R3
3R3
3R3
EM
R3
9R3
3R3
EM
3R3 9R3
EM
3R3
R3
EMEM
EM EM
R2 R3
L1L-9 VIA
LCP-1-R2
9R2
9R29R2
9R2
9R3
3R23R2
3R23R2
a
EM
a
EM EMa
a
5a 5a
a
5a
5a
5a
a
3a3a
3a
3a
3a
EM
EM
EM
3a
L1L-5
9R4 9R4
R4
a
a,b,c
11a
11a 11a
11a11a
11b
11b11b
11b
11b 11b
a,b,c
a,b
a,b
11c
11c
EM
1a
EX
EX
EX
EX
EX
EM
1a
7a
7a
7a
EM
1a
INV-2-3
a,b,c
8
8
8
8
8
c
c
a,b
8
2
a a
a9a
a
4EM
EX
1a
EM
3a
7a
EM EXEXEXEXEXEXEX
EX
EM
EX
EM
EX
EM
7a7a7a7a1a 7a7a7a1a 1a 1a
5
B1 B1 B1 B1
7a
7a
7a7a
EX
EM EX EX
EX
EM EX EX
EX
EM EX EX
EX
EM
7a1a 7a 1a7a7a 1a 7a1a 7a
a,b,c
3a 3a 3a
3a3a
3a 3a 3a
3a
3a
3a
3a
3a
3a3a
3a
3a
3a
3a
3a
11 1
4
(TYP)
a,b,c
1b &
1c
1a 1a 1a
1a 1a 1a
1a
1a
1a
1a
1a
1a
1a
1a
1a
1a
a,b,c
28FT 28FT 28FT
1b &
1c
EM
L1L-1
2b &
2c
INV-2
a,b,c
a2
3d 3d 3d
3d 3d 3d
3d 3d 3d
3d 3d 3d
3d 3d 3d
d,e,f
d,e,f
EM EMEM EM
a a
2a 2a 2a 2a
a
EM
B1
B1
B1
EM
EM
2a
2a
2a
2 2
2
EM
EM
5a
a3R3
5aa
3R3
5a
a
EM 12FT
12FT
2e &
2f
3e &
3f
INV-2
EM3a &
3c
3b &
3c
2b &
2c INV-2
L1L-3
R4
L1L-9 VIA
LCP-1-R3
L1L-9
11a 11a 11a 11a 11a 11a
aaaa
L1L-11
L1L-11 VIA
LCP-1-R6
L1L-11 VIA
LCP-1-R5
11a
2
R3
B3
INV-1-6 VIA
ELCP R2
2
2
INV-2-3 VIA
ELCP-1-R3
INV-2-3 VIA
ELCP-1-R2
d,e,f
a,b,c
EX
EM
1a
EX
EX
EX
EM
1a
7a
7a
7a
EM
1a
EX
EX
a
B1
B1
B1
B17a
7a 7a
7a
2
TO FIXTURE IN
BASEMENT. REFER
TO SHEET E3.0-1
LOCATED ON LEVEL 1
COORDINATE EXACT
LOCATION IN THE FIELD
2
L1L
a
TO FIXTURE IN
BASEMENT. REFER
TO SHEET E3.0-1
1(TYP.)
a
7a
7
1 (TYP.)
a
1 (TYP.)
3a
7a
L1L-7 VIA
LCP-1-R1
1
(TYP.)
L1L-29
LCP-1
ELCP-1 INV-2-1 VIA
ELCP-1-R1
G1
G1 G1
EM
INV-2-3 VIA
ELCP-1-R4
(ER)
3
LBL-15 VIA
LCP R6
B310
B211cB2B211c 11c
X
X
4
4
X
4
X
4
X
X
4
X
4
4
X
4
(TYP.)
C1
C1
9R4
9R4
B3
B3
B3
B3 11a
L1A
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 TO REFER TO DRAWING E0.02 FOR FIXTURE SCHEDULE.
4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHTING FIXTURES WITH
REQUIRED STRUCTURAL SUPPORTS.
5. REFER TO ARCHITECTURAL PLANS FOR EXIT SIGN CHEVRONS AND NUMBER
OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN
ON ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT.
6. REFER TO DRAWING E3.03 FOR LIGHTING CONTROL DIAGRAMS AND DETAILS.
CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL LOW VOLTAGE WIRING AND
COMPONENTS TO PROVIDE A COMPLIANT AND FULLY WORKING LIGHTING
CONTROL SYSTEM. CONTROLS DIAGRAMS AND DRAWINGS ARE FOR
REFERENCE ONLY AND NOT PRICING AND SHALL NOT BE USE FOR
CONTRUCTION. CONTRACTOR SHALL PROVIDE COMPLETE TITLE 24
COMPLIANT LIGHTING CONTROL SUBMITTAL FOR REVIEW AND APPROVAL.
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. SWITCH CORE AND FACEPLATES TO MATCH COLOR OF ADJACENT WALL.
9. 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.
10. CONTRACTOR TO PROVIDE CONSTANT HOT CIRCUIT TO ALL EXIT SIGNS AND
LIGHT FIXTURES PROVIDED WITH 90 MINUTE BATTERY BACKUP FOR EGRESS.
11. 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.
12. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL
CONFORM TO CEC, ARTICLE 300.22(C).
13. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN
CIRCUITRY.
14. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE
CONTRACTOR SHALL PROVIDE THE FOLLOWING:
14.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS
14.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN PARALLEL TO
STRUCTURES OR DUCT WORK.
14.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE REROUTED AT
THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST.
15. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT WHERE
OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE COMBINED INTO ONE
CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE (9)
CURRENT CARRYING CONDUCTORS. WHERE MULTIPLE CONDUCTORS IN
EXCESS OF THREE (3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE
BEEN DERATED AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS.
16. CONTRACTOR SHALL VERIFY WITH LIGHTING CONTROLS MANUFACTURER
THE TYPE QUANTITY AND BEST PLACEMENT OF OCCUPANT AND/OR
PHOTOCELL SENSORS AS SHOWN ON FLOOR PLAN. PER TITLE 24, OCCUPANT
SENSORS SHALL BE MOUNTED AT LEAST 4FT AWAY FROM AIR SUPPLY
REGISTER.
17. CONTRACTOR SHALL PROVIDE STARTUP AND COMMISSIONING SERVICES
FROM LIGHTING CONTROL MANUFACTURER TO SET UP, ADJUST AND
PROGRAM SOFTWARE SYSTEM FOR THE LIGHTING CONTROL SYSTEM TO
PROVIDE A COMPLETE AND OPERABLE SYSTEM.
18. NOT ALL JUNCTION BOXES ARE SHOWN ON DRAWINGS. CONTRACTOR
SHALL PROVIDE FOR A COMPLETE LIGHTING SYSTEM.
19. PROVIDE AN UN-SWITCHED HOT CIRCUIT WIRING TO ALL EMERGENCY LIGHT
FIXTURES AND EXIT SIGNS.
20. CONTRACTOR SHALL INCLUDE IN PRICING, ADDITIONAL 7 EXIT SIGNS,
CONDUIT AND WIRING THAT MIGHT BE INSTALLED DURING INSPECTIONS.
I
U
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I
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U
9
AS.O
A
FRANCN
4 0 8 0
H
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S
L11
AL
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CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
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A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E3.0-2
ELECTRICAL
REMODEL FIRST
FLOOR LIGHTING
PLAN
1/8" = 1'-0"1 2 - ELECTRICAL RCP PLAN - FIRST FLOOR
1 CONTRACTOR SHALL PROVIDE LIGHT FIXTURE WITH TWO (2) INDIVIDUAL
SWTICHLEGS TO CONTROL UPLIGHT FROM DOWNLIGHT.
2 PROVIDE LINE VOLTAGE OCCUPANCY SENSOR FOR THE AREA.
3 LIGHTING IN THIS AREA SHALL BE CONTROLLED VIA TIMECLOCK
CONTROLS. OVERRIDE SWITCHES AND OCCUPANCY SENSORS SHALL
ONLY WORK DURING OFF HOURS.
4 EXIT SIGNS SHALL BE CONNECTED TO INVERTER PANEL INV-2-14. EXTEND
BRANCH CIRCUIT (CONDUIT AND WIRES (2#10 & 1#10 GND)) TO ALL EXIT
SIGNS.
5 MANUAL OVERRIDE SWITCH FOR GREAT ROOM LIGHTING. SWITCH SHALL
BE IN-ACCESSIBLE DURING NORMAL BUSINESS HOURS.
GENERAL NOTES
KEY NOTES
6 EXISTING EXIT SIGN LOCATION. REMOVE EXISTING EXIT SIGN AND
REPLACE WITH NEW. INTERCEPT EXISTING CONDUIT AND WIRING AND
EXTEND TO NEW EXIT SIGN CIRCUIT AS NOTED IN KEYNOTE 4.
7 CONTRACTOR SHALL PROVIDE PARTITION SENSOR FOR CONTROL OF
LIGHTING. COORDINATE EXACT SCOPE OF WORK IN THE FIELD WITH
PARTITION VENDOR AND LIGHTING CONTOLS VENDOR.
8 CONTRACTOR SHALL PROVIDE SWITCH AND OCCUPANCY SENSORS TO
BE INTERLOCKED WITH PARTITION SENSOR FOR CONTROL OF LIGHTING.
COORDINATE EXACT SCOPE OF WORK IN THE FIELD WITH PARTITION
VENDOR AND LIGHTING CONTROLS VENDOR.
9 CONTRACTOR SHALL NEATLY STORE, PROTECT AND CLEAN EXISTING
LINEAR LED LIGHTING DURING DEMOLITION. CONTRACTOR SHALL
REINSTALL LINEAR LED FIXTURES, IN NEW LOCATION, AS SHOWN AND
INDICATED ON THIS SHEET.
10 PROVIDE A COMLETE LIGHTING CONTROL SYSTEM INCLUDING DEMAND
RESPONSE, TIMECLOCK CONTROLS, ETC. FOR COMPLIANCE WITH TITLE
24.
REV # DESCRIPTION DATE
#191 RFI 05.28.2025
#192 RFI 05.28.2025
#005 ASI 11.27.2024
#192
RFI
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
(E) 1 1/2" HPS
(E) 1" HPC
(E) 4" CHWR
(E) 4" CHWS
TO DISTRICT
UTILITY DISTRIBUTION
FC
B3
FC
B4 FC
B5
FC
B6
FC
B7
FC
B8
FC
B9
FC
B10
FC
B11
FC
B2
FC
B1
4"CHWS & R
2" HWS & R
3" CHWS & R
4"CHWS & R2 " CHWS & R
1 1/4" CHWS & R
1" HWS & R
1"CHWS & R
3/4" HWS & R
1" CHWS
& CHWR
3/4"⌀HWS
& HWR
1" CHWS
& CHWR
3/4" HWS
& HWR 1" CHWS & R
3/4" HWS & R
1" CHWS & R
3/4" HWS & R
1" CHWS & R
3/4" HWS & R
1"CHWS & R
3/4" HWS & R
1 1/4" CHWS & R
1" HWS & R
1" CHWS & R
1" HWS & R
3/4" HWS & R
3/4" CHWS & R
3/4" HWS & R
3/4" CHWS & R
FC
ELEV
1
2" HWS & R
3" HWS & R
2
3
HX
1
2 1/2" CHWS & R
4
CHWP
1-2
CHWP
1-1
HWP
1-1
HWP
1-2
1 1/2" HWS & R
1 1/4" HWS & R
1 1/2" CHWS & R1 1/4" CHWS & R
1" HWS & R
3/4" HWS & R
3/4" CHWS & R
1 1/2 " HWS & R
1 1/2" HWS & R
2 " CHWS & R
1 1/4" HWS & R
1 1/4 " CHWS & R
1 1/4"CHWS & R
1" HWS & R
3/4" CHWS & R
REFRIGERANT
PIPES
FC
B1-1
5
MECH
003
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
OFFICE
017
(E) ELEV.
CONTROL
RM.
005A
ARCHIVES
002
ELEV.
CONTROL
018
FIRE
AL.RM
006
ELEVATOR-ABAN.
007
MECH-ABAN.
008
STAFF
OFFICE
001
STAFF
BREAK
ROOM
004
OFFICE
016
?
?
ALL
GENDER
RESTROOM
010
I
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E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
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S
L11
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CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M2.2-1
MECHANICAL
BASEMENT FLOOR
PIPING PLAN
1/8" = 1'-0"1 MECHANICALBASEMENT PIPING PLAN
KEY NOTES
1 2" HWS & HWR UP TO FIRST FLOOR
2 2" CHWS & CHWR UP TO FIRST FLOOR
1 1/4" HWS & HWR UP TP FIRST FLOOR
3 MECHANICAL CONTRACTOR CHILLED WATER AND STEAM POINT OF
CONNECTION TO EXISTING PIPING. PROVIDE NEW ISOLATION VALVES.
4 4" BUTTERFLY TYPE ISOLATION VALVE WITH ACTUATOR. VALVE ON THE
CHILLED WATER RETURN PIPE SHALL BE INTERLOCKED TO CHILLED
WATER PUMPS CHWP 1-1 & CHWP 1-2.
ISOLATION VALVE SEQUENCE OF OPERATIONS:
ON A DEMAND FOR CHILLED WATER (3 FCU/AHU VALVES COMMANDED
OPEN MORE THAN 50%, ADJUSTABLE), BEGIN PUMP ENABLE SEQUENCE:
•OPEN THE ISOLATION VALVE.
•AFTER ISOLATION VALVE IS PROVED OPEN BY THE VALVE END
SWITCHES, ENABLE PUMPS.
•PUMPS MODULATE TO MAINTAIN CHW DIFFERENTIAL PRESSURE.
WHEN CHILLED WATER IS NOT REQUIRED (ALL FCU/AHU VALVES
COMMANDED LESS THAN 10%), BEGIN PUMP SHUTDOWN SEQUENCE:
•PUMPS ARE DISABLED AND SPEED COMMANDED TO 0.
•ISOLATION VALVE IS COMMANDED CLOSED.
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#187 RFI 06.10.2025
#001 ASI 08.19.2024
5 REFRIGERANT PIPES UP TO THE ROOF CONNECTED TO OUTDOOR UNIT
CU-B1-1
#187
RFI
#187
RFI
T B-3
T
B-1
T
B-4
T B-8
T
B-2
T
B-6
T B-10
T
B-11
T
B-7
T
B-5
TB-9
TVAV-B-1
T
FC
-B1
-1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
72"x20"
240
CD-2
240
CD-2
240
CD-2
180
CD-2
180
CD-2
180
CD-2
180
CD-2
240
CD-2
240
CD-2
180
CD-2
180
CD-2
180
CD-2
180
CD-2
240
CD-2
240
CD-2
100
CD-1
(TYP. OF 3)
100
CD-1
(TYP. OF 2)
(TYP. OF 2)
(TYP. OF 2)
14"ø
10"ø
10"ø 14"ø
12"ø
10"ø
8"ø
8"ø
14"ø
12"ø
10"ø
14"ø
12"ø
10"ø
10"ø
10"ø
14"ø
12"ø
10"ø
8"ø
8"ø
14"ø
12"ø
10"ø
14"ø
180
CD-2
240
CD-2
180
CD-2
180
CD-2
240
CD-2
10"ø
32"X30"
OUTSIDE AIR
12"ø
10"ø
10"ø
10"ø8"ø
8"ø8"ø
8"ø
180
CD-2
FC
B3 FC
B4
FC
B5
FC
B6 FC
B7
FC
B8
FC
B9
FC
B1
140
CD-1
10"x10"
6"ø 6"ø 8"ø
8"ø
10"x8"
8"ø
10"x8"
8"ø 8"ø
FC
B10
FC
B2
FC
B11
10"x8"
8"ø 8"ø
FC
ELEV
7DSD7
DSD
7
DSD
7
DSD
7
DSD
7
DSD
7
DSD
1
5
DSD
7
4
3
2
EF
B-2
EF
B-1
----
RG-1
----
RG-1
----
RG-1 ----
RG-1
----
RG-1 ----
RG-1
----
RG-1
6"ø
8"ø
6"ø
10"ø
8"ø
8"ø
14"ø
14"ø
8"ø
8"ø
10"ø
8"ø
180
CD-1
160
CD-1
6"ø
12"ø
8"ø
16"ø
12
9
8
12
12
12
9 12
10
8
11
13
8"ø 8"ø
8"ø8"ø
8"ø8"ø
8"ø 8"ø
180
SD-5
180
SD-5
180
SD-5
14
FC
ELEC
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
8"ø
----
RG-1
6"ø
8"ø
U/CU/C
15 15
6
AHU
B-1
8"Ø EXHAUST DUCT
CONNECTED TO
WATER HEATER.
6"ø6"ø
6"x6"
VAV
B-1
300
SD-4
(TYP.)
(TYP. OF 4)
FC
B1-1
16
300
SD-6
10"ø
12"x10"
12"x12"
14"x14"
10"ø
6"ø
1100
RG-2
MECH
003
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
OFFICE
017
(E) ELEV.
CONTROL
RM.
005A
ARCHIVES
002 ELEV.
CONTROL
018
FIRE
AL.RM
006
ELEVATOR-ABAN.
007
MECH-ABAN.
008
STAFF
OFFICE
001
STAFF
BREAK
ROOM
004
399 SF
OFFICE
016
ALL
GENDER
RESTROOM
010
ELECTRICAL
019
STORAGE
022
JANITOR.
023
STORAGE
005
221 SF
ELEVATOR
LOBBY
009
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M2.4-1
MECHANICAL
BASEMENT FLOOR
PLAN - REMODEL
1/8" = 1'-0"1 MECHANICAL REMODEL PLAN - BASEMENT
KEY NOTES
1 EXISTING 60"X36" FLOOR OPENING FOR (E) 60"X36" RETURN AIR TUNNEL.
REMOVE AND DISCARD EXISTING FLOOR DAMPER AND REPLACE WITH
NEW DAMPER AND AUTOMATED ACTUATOR FOR AIR BALANCING.
2 EXISTING 26"X24" FLOOR OPENING FOR (E) 26"X24" OUTSIDE AIR TUNNEL.
REMOVE AND DISCARD EXISTING OUTSIDE AIR FLOOR DAMPER AND
REPLACE WITH NEW DAMPER AND AUTOMATED ACTUATOR FOR AIR
BALANCING.
3 EXISTING 32"X30" FLOOR OPENING FOR (E) 32"X30" OUTSIDE AIR TUNNEL.
REMOVE AND DISCARD EXISTING OUTSIDE AIR FLOOR DAMPER AND
REPLACE WITH NEW DAMPER AND AUTOMATED ACTUATOR FOR AIR
BALANCING.
4 72"X20"(1"L) SUPPLY AIR DUCT UP TO SECOND FLOOR.
5 72"X20"(1"L) SUPPLY AIR DUCT UP TO FIRST FLOOR
6 8"X6" EXHAUST DUCT UP TO FIRST FLOOR
7 PROVIDE NEW DUCT SMOKE DETECTOR. AUTOMATIVE SHUTOFF SHALL
BE ACCOMPLISHED BY INTERUPTING THE POWER SOURCE OF THE UNIT
UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT.
8 OUTSIDE AIR VOLUME DAMPER SET @ 60 CFM
9 OUTSIDE AIR VOLUME DAMPER SET @ 90 CFM
10 OUTSIDE AIR VOLUME DAMPER SET @ 110 CFM
11 OUTSIDE AIR VOLUME DAMPER SET @ 130 CFM
12 OUTSIDE AIR VOLUME DAMPER SET @ 160 CFM
13 16"⌀OUTSIDE AIR DUCT UP TO THE ROOF TO SUPPLY FAN SF-1
14 SIEMENS DDC CONTROL PANEL.
15 CEILING EXHAUST FAN PROVIDED WITH BACKDRAFT DAMPER.
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#187 RFI 06.10.2025
16 OUTSIDE AIR VOLUME DAMPER SET @ 100 CFM
#187
RFI
#187
RFI
T1-5
T
1-4B
T
1-4A
T
1-3C
T
1-3B
T
1-3A
T
1-7
T 1-16
T1-17
T 1-18
T
1-13
T 1-12
T
1-11
T
1-10
T
1-14
T
1-6
T
1-2
T1-15
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
2000
SD-3
2000
SD-3 1500
SD-2
40"x8"40"x8"
1000
SD-1
1000
SD-1
VAV
1-3B
VAV
1-3C-1
VAV
1-3C-2
VAV
1-4A VAV
1-4B
40"x8"
VAV
1-5
24"x10"
30
"
x
1
2
"
12"x10"
350
CD-5
200
CD-3 VAV
1-13
14"ø
10"ø
50
CD-760"x12"
60"x12"
12"x10"
20"x72"
8"ø
14"ø
14"ø
14"ø14"ø
14"ø
12"ø
12"x10"
50
CD-7
6"ø
200
CD-3
400
CD-6
400
CD-6
400
CD-6
400
CD-6
400
CD-6
400
CD-6
200
CD-3
200
CD-3
200
CD-3
8"ø
350
CD-5
350
CD-5
350
CD-5
200
CD-3
200
CD-3
10"ø 6"ø
6"ø
200
CD-3
200
CD-3
200
CD-3
VAV
1-18VAV
1-15
VAV
1-16
12"ø
VAV
1-17
VAV
1-7
2000
SD-3
40"x8"40"x8"
72"x10"
72"x10"
72"x10"
72"x10"
60"x12"
VAV
1-3A
14"ø
60"x12"60"x12"
VAV
1-128"x10"
8"x6"
6"ø
6"ø
110
CD-4
(TYP. OF 4)
155
CD-3
(TYP. OF 2)
24"x10"
12
"
x
1
0
"
12
"
x
1
0
"
8"ø
(TYP.)
(TYP. OF 4)
(TYP. OF 4)
CSFD
CSFD
FC
IT
VAV
1-2
30
"
x
1
2
"
1000
SD-1
1000
SD-1
24"x10"
2
1
3
4
CSFD
CSFD5
40"x6"
40"x6"
10"ø
10"ø
2000
SD-3
2000
SD-3
300
EG-1
160
CD-8
100
EG-2
6"ø 10"ø
10"ø
100
EG-2
250
EG-1
300
TG-1
300
TG-1
600
TG-2
VAV
1-11
48
"
x
1
2
"
6"ø
12"ø
6
7
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1----
RG-1
----
RG-1
----
RG-1
----
RG-1
8"ø
VAV
1-6
8"ø
8"ø
12"ø
12"ø
72"x24"
8
9
10
8"x6"
11
200
CD-1
(TYP. OF 6)
8"ø
8"ø
8"ø10"x8"
10"x8"
10"x8"
8"ø
8"ø
8"ø
8"ø
8"ø10"x8"
230
CD-1
(TYP. OF 6)
16"x12"
20"x12"
8"ø 12"x8"
8"ø
8"ø
12"x8"
8"ø
8"ø
12"x8"
8"ø
24"x12"
30"x12"
18"x12"
24"x12"
12"x12"
210
CD-1
(TYP. OF 2)
26"x12"
----
RG-1
(TYP. OF 10)
AHU
1-1
100
EG-2
(TYP. OF 2)
8"x6"
6"ø
6"ø
16"x10"
10"ø
10"ø
6"ø
100
EG-2
24"x10"
12
30"x12"
14"x12"
12"ø
10"ø
10"ø
10"ø
8"ø
10"ø
12"ø
8"ø
8"ø
10"ø
14"ø
VAV
1-14
----
RG-1
----
RG-1
8"ø
12"ø
12"ø
10"ø8"ø
40"x8"
8"ø
VAV
1-10
8"x8"
8"ø8"ø
6"ø
CSFD
13
20"x72"R.A
14
GREAT
READING
ROOM
101
YOUTH
STACKS
117
MECH.
113
ALL
GENDER
RESTROOM
114
ALL
GENDER
RESTROOM
115
NURSING/SENSORY
116
JAN. RM
112
MEN RR
110
WOMEN
RR
111
FIREPLACE
ROOM
122
STORAGE
108
BOOKSTORE
109
SORTING
123
STAFF
MEN
RESTROOM
105
BOOKMOBILE
ROOM
103
OFFICE
103A
TODDLERS
AND
INFANTS
120
STAFF-WOMEN
RESTROOM
104
FAMILY
ZONE
121
MEETING/COMMUNITY
ROOM
102
I.T.
106
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M2.4-2
MECHANICAL
FIRST FLOOR PLAN
- REMODEL
1/8" = 1'-0"1 MECHANICAL REMODEL PLAN - FIRST FLOOR
KEY NOTES
1 24"X10" EXHAUST DUCT UP TO THE SECOND FLOOR.
2 12"X10" EXHAUST DUCT UP TO THE SECOND FLOOR.
3 72"X20"(1"L) SUPPLY AIR DUCT UP TO THE SECOND FLOOR AND DOWN TO
THE BASEMENT.
4 72"X20"(1"L) SUPPLY AIR DUCT DOWN TO THE BASEMENT.
5 NEW AIR HANDLING UNIT. REFER TO MECHANICAL EQUIPMENT
SCHEDULES.
6 16"⌀OUTSIDE AIR DUCT UP TO THE ROOF TO SUPPLY FAN SF-1.
7 SIEMENS DDC CONTROL PANEL.
8 CONNECT NEW OUTSIDE AIR DUCT TO EXISTING AIR INTAKE WALL
LOUVER.
9 8' x 2' EXISTING OUTSIDE AIR INTAKE LOUVER TO BE REPLACE WITH 8' x 2'
NEW OUTSIDE AIR INTAKE LOUVER.
10 3' x 2' EXISTING OUTSIDE AIR INTAKE LOUVER TO BE REPLACE WITH 3' x 2'
NEW OUTSIDE AIR INTAKE LOUVER.
11 8"X6" EXHAUST DUCT DOWN TO THE BASEMENT LEVEL
12 O.A VOLUME DAMPER SET @ 850 CFM
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#142 RFI 04.28.2025
#178 RFI 06.10.2025
13 24"X24" WALL ACCESS PANEL TO ACCESS DUCT MOUNTED COMBINATION
FIRE SMOKE DAMPER AT FLOOR PENETRATION.
#178
RFI
#178
RFI
14 COMBINATION FIRE SMOKE DAMPER TO BE INSTALLED AT FLOOR
PENETRATION.
T
2-11
T 2-13
T
2-12
T
2-8
T
2-6
T
2-1
T
2-2
T
2-3
T2-5
T
2-4
T 2-15T2-9
T
T
2-14
T
2-16
FE
C
FE
C
FEC
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
400
CD-6
300
CD-5
10"ø
12"ø VAV
2-1
300
CD-5
150
CD-3
VAV
2-3
8"ø10"ø
300
CD-5
400
CD-6
400
CD-6
10"ø
8"ø
150
CD-3
VAV
2-2
10"ø
14"ø
8"ø 150
CD-3
VAV
2-5
14"ø
10"ø
8"ø
24
"
x
1
2
"
60"x12"8"ø
12"ø
400
CD-6
600
CD-6 200
CD-3
VAV
2-6
12"ø 8"ø
8"ø
12"ø
1000
CD-9
1000
CD-9
1000
CD-9
60"x12"
VAV
2-8
350
CD-5
350
CD-5
200
CD-3
200
CD-3
400
CD-6
400
CD-6
400
CD-6
400
CD-6
400
CD-6
8"ø
8"ø
8"ø
14"ø
12"ø
8"ø
8"ø 12"ø
24
"
x
1
2
"
10"ø
14"ø
18"ø
8"ø
12"ø
8"ø
8"ø
8"ø
VAV
2-11
VAV
2-14
200
CD-3
200
CD-3
12"ø
12"ø
12"ø
12"ø
14"ø
200
CD-3
VAV
2-12
8"ø
12"x10"10"ø10"ø
10"ø
200
CD-3
14"ø
12"ø
24
"
x
1
2
"
150
CD-3
150
CD-3
VAV
2-13
VAV
2-4
15
CSFD
3
2
CSFD
4
EF
2-1
EF
2-2
EF
2-3
6"ø6"ø6"ø
6
----
RG-1----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1
7
8
10"ø
8"ø
VAV
2-16
200
CD-3
200
CD-3200
CD-3
8"ø
8"ø
250
CD-5
250
CD-5
10"ø10"ø
----
RG-1
----
RG-1
10"ø8"ø
200
CD-3
8"ø
VAV
2-15VAV
2-9
9
9
24"x16"
24"x16"
10
11
(TYP.)8"ø
8"ø
12EF
2-4
12"ø
(TYP. OF 6)
(TYP. OF 2)
U/CU/CU/C
16"x10"
22"x14"
22"x12"
16"x1
0
"
22"x8"
(E) 22"x14"
6
STUDY
201
VESTIBULE
SEATING
200A
JAN.RM
217
ALL
GENDER
RESTROOM
2T1
ALL
GENDER
RESTROOM
2T2
STAFF
RESTROOM
2T3
STUDY
220
STAFF
MEETING
ROOM
221
STUDY
202
STAIR 3
2S3
MAKER
STORAGE
216
OFFICE
226
OFFICE
223
STAFF
OFFICE
224
STORAGE
200B
YA STUDY
BOOTH
211A
YOUNG
ADULT
211
HISTORY
222
OFFICE
225
ADULT
STACKS
200
ELEC. RM.
218
MAKER
SPACE
212
VIDEO
EDITING
BOOTH
213
VIDEO
RECORDING
BOOTH
214
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M2.4-3
MECHANICAL
SECOND FLOOR
PLAN - REMODEL
1/8" = 1'-0"1 MECHANICAL REMODEL PLAN - SECOND FLOOR
KEY NOTES
1 72"X20" (1"L) SUPPLY AIR DUCT DOWN TO BASEMENT PLAN.
2 24"X10" EXHAUST DUCT DOWN TO FIRST FLOOR.
3 12"X10" EXHAUST DUCT DOWN TO FIRST FLOOR.
4 24"X10" EXHAUST DUCT UP THRU THE ROOF TO EXHAUST FAN EF 1-1.
5 12"X10" EXHAUST DUCT UP THRU THE ROOF TO EXCHANGE FAN EF 1-2.
6 6"⌀EXHAUST DUCT UP THRU THE ROOF. TERMINATE WITH ROOF CAP 6"
MINIMUM ABOVE THE ROOF.
7 16"⌀OUTSIDE AIR DUCT UP TO THE ROOF TO SUPPLY FAN SF-1
8 SIEMENS DDC CONTROL PANEL.
9 40"X 24" TRANSFER AIR GRILLE TO MATCH EXISTING LOCATION.
10 72"X 20" RETURN AIR OPENING.
11 CEILING RETURN SOUND BOOT. SEE DETAIL 5/ M4.0-1
12 8" EXHAUST AIR DUCT UP THRU THE ROOF. TERMINATED WITH ROOF CAP.
REV # DESCRIPTION DATE
RFI-53 02.19.2025
#020 ASI 03.21.2025
#178 RFI 06.10.2025
#178
RFI
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
EF
1-2
EF
1-1
CU
IT
CU
ELEV
2
1
CU
ELEC
3
4
4
SF
B1
16"ø
5
55
6
444
777
CU
B1-1
8
5
I
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I
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9
AS.O
A
FRANCN
4 0 8 0
H
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S
L11
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CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
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5 06
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07 18
2
P
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A
O
90
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+
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4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M2.4-4
MECHANICAL
ROOF PLAN -
REMODEL
1/8" = 1'-0"1 MECHANICAL ROOF PLAN
KEY NOTES
1 24"X10" EXHAUST DUCT DOWN THRU THE ROOF.
2 12"X10" EXHAUST DUCT DOWN THRU THE ROOF.
3 16"⌀OUTSIDE AIR DUCT DOWN THRU THE ROOF.
4 EXHAUST AIR TERMINATION SHALL BE NOT LESS THAN 10 FEET FROM
OUTSIDE AIR INTAKE.
5 8" MINIMUM ROOF LEVEL PAD (SEE DETAIL 7 / M4.0-3)
6 8" EXHAUST AIR DUCT UP FROM SECOND FLOOR.
7 6"⌀EXHAUST DUCT DOWN THRU THE ROOF TO THE SECOND FLOOR.
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#187 RFI 06.10.2025
8 REFRIGERANT PIPES DOWN THRU THE ROOF.
#187
RFI
#187
RFI
~
~
~
~
CHILLED WATER COIL AIR HANDLING UNIT PIPING DIAGRAM
SCALE: NOT TO SCALE
AIR HANDLING UNIT ATTACHEMENT
SCALE: NOT TO SCALE
VAV TERMINAL DETAIL
SCALE: NOT TO SCALE
PUMP DETAIL
SCALE: NOT TO SCALE
STEAM HEAT EXCHANGER PIPING
SCALE: NOT TO SCALE
VAV REHEAT COIL DETAIL
SCALE: NOT TO SCALE
CONDENSING UNIT DETAIL
SCALE: NOT TO SCALE
COOLING COIL CONDENSATE TRAP
SCALE: NOT TO SCALE
CU
--
STEAM MAIN
STRAINER
FULL SIZE BY-PASS
STEAM CONTROL
0-60 PSIG PRESS
0-30" HG. VAC.
COMPOUND GAUGE
FULL SIZE BY-PASS
(CONVERTER)
HEAT EXCHANGER
STRAINER
TO FS
DIRT LEG
FOR VACUUM BREAKER
SWING CHECK
BLOW-OFF VALVE
CONDENSATE
RETURN
SWING CHECK
STEAM TRAP
AUTOMATIC
HOFFMAN 78
AIR VENT (TYP.)
GRISWOLD FLOW
CONTROL VALVE
COOLING
UNION (TYP.)
COIL
W/WELL (TYP.)
THERMOMETER
TRERICE 9"
P
TO SUPPLY
HOSE END VALVE
S.O.V.
STRAINER WITH
MAIN
TO RETURN
(CONTROLLED BY DDC.
AUTOMATIC TEMPERTURE
CONTROL VALVE
CONTROLLER)
S.O.V.
PRESSURE
GAUGE
MAIN
PETES PLUG (TYP.)
RECTANGULAR OR ROUND MAIN
SUPPLY DUCT.
VAV TERMINAL
HEATING COIL
MANUAL VOLUME
DAMPERS AT EACH
TAKE-OFF.
45° ENTRY BRANCH TAKE-OFF SHEET METAL PLENUM
WITH 1" LINER.
1/8" WIRE ROPE (TYP)
THIMBLE (TYP)
CROSBY FORGED WIRE ROPE
CLIP. INSTALL TWO PER CABLE
END PER MANUFACTURER'S
INSTRUCTIONS (TYP)
DUCT TRANSITION
SEE 7/M5.3 DETAIL FOR UPPER
ATTACHMENT (TYP)
SLACK AIRCRAFT
CABLE (TYP.)
PETES PLUG
STRAINER &
W/ INTEGRAL
BELIMO 3-WAY
BALL VALVE
FOR MANUAL AIR
1/4" GUAGE COCK
VENTING
CHARACTERIZED
UNION (TYP.)
AIRFLOW
COIL
PETES PLUG
STRAINER &
W/ INTEGRAL
CONTROL VALVE
BELIMO PICCV
BALL VALVE
FOR MANUAL AIR
1/4" GUAGE COCK
VENTING
PETES PLUG (TYP.)
UNION (TYP.)
AIRFLOW
COIL
SEE ZONE SCHEDULES FOR THREE WAY VALVE LOCATIONS
ISOLATION BALL
VALVE
CONTROL VALVEPRESSURE INDEPENDENT
FLOW CONTROL VALVE
ISOLATION BALL
VALVE BALANCING
VALVE
TO FAN COIL UNIT
REFRIGERANT LINES
8" ROOF
LEVEL PAD
ROOF LEVEL
NOTE:
EXTERIOR GAS LINE TO HAVE 3/4" ARMAFLEX INSULATION WRAPPED WRAPPED W/ ALUMINUM JACKETING AND VAPOUR SEALED.
ISOLATION PADS. ONE
EACH CORNER (MIN. OF 4).
24 GAGE GALVANIZED
SHEET METAL FLASHING
CAP. NAIL TO CURB.
FINISHED ROOF
4" HIGH CANT
STRIP ALL AROUND.
ROOF STRUCTURE
(2) #10 SMS EA
4"x 4"x 1/8" ANGLE (4)TOTAL
STRAIGHT INLET DUCT
SHALL BE MINIMUM 3
DUCT DIAMETERS IN
LENGTH.
CONDENSATE PUMP
3/4"
BALL VALVE (TYP)
PRESSURE GAUGE
FOR CHECK AND
FOR SHUTOFF CONTROL)
BALANCING CONTROL
(NOT TO BE USED
TRIPLE DUTY VALVE
GATE OR BALL VALVE
PETE'S PLUG
(TYP)
BUTTERFLY VALVE FOR
VICTAULIC COUPLING (TYP)
SHUTOFF CONTROL (TYP OF 2)
PIPE SUPPORT
(TYP.)
LEG OF ANGLE
(2 MIN ON OPPOSITE SIDE OF UNIT)
3/8" STRUCT 1 SHEATING
#10 SMS @ 4" OC MAX
AROUND PERIMETER
#10 SMS @ 12" OC MAX
(TYP.)
800T 150-43 TRACK AT
PAD PERIMETER (TYP.)
(USE (1) #10 SMS EA
FLANGE TO TRACK AT
PERPENDICULAR TRACK
INTERSECTIONS.)
#12 SMS @ 24" OC MAX
INTO DECK HIGH FLUTES
AROUND PERIMETER
( 4 SCREWS MIN EA SIDE)
600S 162-43 STUD BLOCKING
AT EA UNIT ANGLE ANCHOR
(L3X3X12GA CLIP EA END OF
BLOCKING W/(3) #10 SMS EA LEG)
800S 162-43 STUD @ 16" OC
(TYP.)
(USE (1) #10 SMS EA FLANGE TO
TRACK AT EA END OF STUD)
UNIT WITH COIL
TYPE "L" COPPER TUBING
WITH WROUGHT COPPER
FITTINGS.
OPEN VENT TO ATMOSPHERE
WITH PERFORATED (MINIMUM OF
FOUR 1/8" HOLES) COPPER CAP.
CAP SHALL BE REMOVABLE.
TRAP DEPTH SHALL BE 3"
MINIMUM OR 1" GREATER
THAN THE TOTAL STATIC
PRESSURE OF THE
SUPPLY FAN (IN.WG.),
WHICHEVER IS GREATER.
DIELECTRIC UNION
DRAIN PAN
1% SLOPE (MIN)
MINIMUM 1" ABOVE FLOOD
RIM OF DRAIN PAN.
2
14
5
6 3
7
8
GLOBE
VALVE
VALVE
G.V.
GVTO FS
DIRT LEG
STEAM
TRAP
GV
GV
GV
12" MIN.
18" MIN.
LPR
WATER
IN & OUT
GV
GV
GV
GV
GV
G.V.
NOTE:
1. FOR PIPE SIZES & CONTINUATION SEE DRAWINGS.
2. INSULATE PIPING & HEAT EXCHANGER PER SPECIFICATIONS.
NOTE:
AFTER STARTUP - REPLACE FINE MESH STRAINERS WITH 3/16" MESH S.S. STRAINERS.
NOTE:
1. UNIT ANCHORAGE TO ISOLATORS PER
ISOLATOR MFR. ISOLATOR CURB ANCHORAGE
TO STRUCTURE PER STRUCTURAL ENGINEER
(3/S7.0-1)
1/4" STEEL PLATE X 3"W X 6"L MINIMUM
SPRING ISOLATED BASE RAIL
AIR HANDLER
CONCRETE FLOOR WITH 2-3/4" MINIMUM EMBEDMENT
1/2" HILTI HSLB AT 24" O.C. MINIMUM
NOTES:
REFER TO STRUCTURAL DRAWINGS FOR LOADING
LIMITATIONS TO STRUCTURAL, GENERIC DETAILS,
AND ANCHOR REQUIREMENTS. ALSO REFER TO
STRUCTURAL DRAWINGS FOR MINIMUM SEISMIC
REQUIREMENTS FOR CONFORMANCE WITH 2022
CBC.
NEOPRENE WASHER/BUSHING
UNDER STEEL WASHER
NOTE:
1. ALL VAV BOXES SHALL BE SEISMICALLY BRACED
10"
NOTES:
1. CONDENSATE PIPE TERMINATION SHALL BE LOCATED A MINIMUM OF 1" ABOVE THE FLOOD
RIM OF AN APPROVED TRAPPED RECEPTOR, LANDSCAPING AREA OR OTHER LOCATION
AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
2. ALL INTERIOR CONDENSATE DRAIN PIPING ABOVE CEILINGS SHALL BE INSULATED.
3. PROVIDE PIPE SUPPORTS AS REQUIRED TO MAINTAIN MINIMUM 1% SLOPE.
4. INSTALL TRAP PARALLEL TO UNIT, IF POSSIBLE.
5. MINIMUM CONDENSATE PIPE SIZES SHALL BE PER THE FOLLOWING TABLE UNLESS LARGER
SIZE IS SHOWN ON PLANS OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION
AND/OR LOCAL BUILDING CODE REQUIREMENTS.
CAPACITY SIZE
UP TO 20 TONS 3/4"
21 TO 40 TONS 1"
I
U
E
I
H
U
9
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A
FRANCN
4 0 8 0
H
I
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S
L11
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CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M4.0-3
MECHANICAL
DETAILS
REV # DESCRIPTION DATE
#201 RFI 06.09.2025
#201
RFI
MARK FIXTURE
ROUGH-IN-SIZE FIXTURE UNIT
DESCRIPTION/REMARKS
TRAP S/W V CW HW WASTE WATER
WC-1
WATER CLOSET
(FLUSH VALVE)
ACCESSIBLE INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, 16 1/2"HT. WALL MOUNTED, TOP SPUD, VITREOUS
CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0211Y SINGLE ADJUSTABLE HEAVY DUTY
WATER CLOSET CARRIER 750LB OR EQUAL. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. FLUSHOMETER
TO BE MINIMUM 1.5" BELOW ADA GRAB BAR.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
WC-2
WATER CLOSET
(FLUSH VALVE)
BACK TO BACK
ACCESSIBLE
AND
NON-ACCESSIBLE
INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, BACK TO BACK 16-1/2" HEIGHT AND STANDARD
HEIGHT. WALL MOUNTED, TOP SPUD, VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R
SMITH #0221Y DOUBLE ADJUSTABLE HEAVY DUTY WATER CLOSET CARRIER 750LB OR EQUAL. INSTALL IN
COMPLIANCE WITH ADA REQUIREMENTS.
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. FLUSHOMETER
TO BE MINIMUM 1.5" BELOW ADA GRAB BAR.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
PPP #FVP-1VB FLUSH VALVE TAILPIECE TRAP PRIMER WITH VACUUM BREAKER, AS REQUIRED PER PLAN.
REFER TO DETAIL 4/P3.0.
WC-3 WATER CLOSET
(FLUSH VALVE)INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, STANDARD HEIGHT WALL MOUNTED, TOP SPUD,
VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0211Y SINGLE ADJUSTABLE
HEAVY DUTY WATER CLOSET CARRIER 750LB OR EQUAL.
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
WC-4
WATER CLOSET
(FLUSH VALVE)
BACK TO BACK
INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, BACK TO BACK STANDARD HEIGHT. WALL
MOUNTED, TOP SPUD, VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0221Y
DOUBLE ADJUSTABLE HEAVY DUTY WATER CLOSET CARRIER 750LB OR EQUAL.
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
WC-5
WATER CLOSET
(FLUSH VALVE)
BACK TO BACK
WITH URINAL
INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, STANDARD HEIGHT WALL MOUNTED, TOP SPUD,
VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0209Y SINGLE ADJUSTABLE
HEAVY DUTY WATER CLOSET CARRIER WITH 2" AUXILIARY NO-HUB URINAL (UR-3).
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
WC-6
WATER CLOSET
(FLUSH VALVE)
(ACCESSIBLE)
INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, 16 1/2"HT. WALL MOUNTED, TOP SPUD, VITREOUS
CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0211Y SINGLE ADJUSTABLE HEAVY DUTY
WATER CLOSET CARRIER 750LB OR EQUAL. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
AMTC #MF-700-T11 EXPOSED MANUAL DIAPHRAGM FLUSHOMETER, 1.1 GPF, CHROME PLATED.
FLUSHOMETER TO BE MINIMUM 1.5" BELOW ADA GRAB BAR.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
PPP #FVP-1VB FLUSH VALVE TAILPIECE TRAP PRIMER WITH VACUUM BREAKER, AS REQUIRED PER PLAN.
REFER TO DETAIL 4/P3.0.
WC-7 WATER CLOSET
(FLUSH VALVE)INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, STANDARD HEIGHT WALL MOUNTED, TOP SPUD,
VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0211Y SINGLE ADJUSTABLE
HEAVY DUTY WATER CLOSET CARRIER 750LB OR EQUAL.
AMTC #MF-700-T11 EXPOSED MANUAL DIAPHRAGM FLUSHOMETER, 1.1 GPF, CHROME PLATED.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
UR-1 URINAL
(ACCESIBLE)2" 2" 2" 1-1/2" - 2 4
AMERICAN STANDARD "WASHBROOK" #6590.001, WASHDOWN, TOP SPUD, VITREOUS CHINA, WALL
MOUNTED, COLOR:WHITE
AMTC #HSM-801FG-CU-18 0.125 GPF, TOUCHLESS, SENSOR OPERATED VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. PROGRAMMABLE
SETTINGS ON TIMER MODE ALLOW FLUSHING ONCE EVERY 30 MINUTES, 1, 2, OR 3 HOURS.
JAY R. SMITH FIXTURE CARRIER SUPPORT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
UR-2 URINAL 2" 2" 2" 1-1/2" - 2 4
AMERICAN STANDARD "WASHBROOK" #6590.001, WASHDOWN, TOP SPUD, VITREOUS CHINA, WALL
MOUNTED, COLOR:WHITE
AMTC #HSM-801FG-CU-18 0.125 GPF, TOUCHLESS, SENSOR OPERATED VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. PROGRAMMABLE
SETTINGS ON TIMER MODE ALLOW FLUSHING ONCE EVERY 30 MINUTES, 1, 2, OR 3 HOURS.
JAY R. SMITH FIXTURE CARRIER SUPPORT.
UR-3 URINAL
(ACCESIBLE)2" 2" 2" 1-1/2" - 2 4
AMERICAN STANDARD "WASHBROOK" #6590.001, WASHDOWN, TOP SPUD, VITREOUS CHINA, WALL
MOUNTED, COLOR:WHITE
AMTC #HSM-801FG-CU-18 0.125 GPF, TOUCHLESS, SENSOR OPERATED VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. PROGRAMMABLE
SETTINGS ON TIMER MODE ALLOW FLUSHING ONCE EVERY 30 MINUTES, 1, 2, OR 3 HOURS.
JAY R. SMITH FIXTURE CARRIER SUPPORT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS. CONNECT
WITH WC-5.
MARK FIXTURE
ROUGH-IN-SIZE FIXTURE UNIT
DESCRIPTION/REMARKS
TRAP S/W V CW HW WASTE WATER
LV-1
LAVATORY ONE
STATION
(UNDERMOUNT)
ACCESSIBLE
1 1/2" 2" 2" 1/2" 1/2" 1 1
SLOAN DSG-81000 INTEGRATED SINK SYSTEM, ONE STATION CORIAN,WALL HUNG 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.
SLOAN ETF-420-LG-CP-0.35GPM-MLM-BAA-FCT FAUCET 0.35 GPM, 6VDC PLUG-IN ADAPTOR, CHICAGO
FAUCET 1013-ABCP STOPS AND SUPPLIES, PROVIDE WITH TMV-1.
SLOAN ESD-420-CP SOAP DISPENSOR, 4 "D" ALKALINE BATTERIES, 6VDC PLUG-IN ADAPTOR #ESD-324 (PN
0346090) SOAP DISPENSER ADAPTOR PLUG-IN CONNECTS TO MAX TWO (2) SOAP DISPENSERS.
MCGUIRE PRE-MOLDED PVC COVERING HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP
PROTECTION. GROHE MOUNTING KIT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
LV-2
LAVATORY TWO
STATION
(UNDERMOUNT)
ACCESSIBLE
1 1/2" 2" 2" 1/2" 1/2" 1 1
SLOAN DSG-82000 INTEGRATED SINK SYSTEM, TWO STATION CORIAN,WALL HUNG 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.
SLOAN ETF-420-LG-CP-0.35GPM-MLM-BAA-FCT FAUCET 0.35 GPM, 6VDC PLUG-IN ADAPTOR, CHICAGO
FAUCET 1013-ABCP STOPS AND SUPPLIES, PROVIDE WITH TMV-1.
SLOAN ESD-420-CP SOAP DISPENSOR, 4 "D" ALKALINE BATTERIES, 6VDC PLUG-IN ADAPTOR #ESD-324 (PN
0346090) SOAP DISPENSER ADAPTOR PLUG-IN CONNECTS TO MAX TWO (2) SOAP DISPENSERS.
MCGUIRE PRE-MOLDED PVC COVERING HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP
PROTECTION. GROHE MOUNTING KIT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
LV-3
LAVATORY
THREE STATION
(UNDERMOUNT)
ACCESSIBLE
1 1/2" 2" 2" 1/2" 1/2" 1 1
SLOAN DSG-83000 INTEGRATED SINK SYSTEM, THREE STATION CORIAN,WALL HUNG 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.
SLOAN ETF-420-LG-CP-0.35GPM-MLM-BAA-FCT FAUCET 0.35 GPM, 6VDC PLUG-IN ADAPTOR, CHICAGO
FAUCET 1013-ABCP STOPS AND SUPPLIES, PROVIDE WITH TMV-1.
SLOAN ESD-420-CP SOAP DISPENSOR, 4 "D" ALKALINE BATTERIES, 6VDC PLUG-IN ADAPTOR #ESD-324 (PN
0346090) SOAP DISPENSER ADAPTOR PLUG-IN CONNECTS TO MAX TWO (2) SOAP DISPENSERS.
MCGUIRE PRE-MOLDED PVC COVERING HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP
PROTECTION. GROHE MOUNTING KIT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
LV-4
LAVATORY
(WALL MOUNT)
ACCESSIBLE
1 1/2" 2" 2" 1/2" 1/2" 1 1
AMERICAN STANDARD "DECORUM" #9024.904EC, 20" X 18-1/4" X 5" DEEP, WALL HUNG LAVATORY. THREE
HOLE 4" CENTERS, LESS OVERFLOW, VIRTREOUS CHINA 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.
SLOAN ETF-420-LG-CP-0.35GPM-MLM-BAA-FCT FAUCET 0.35 GPM, 6VDC PLUG-IN ADAPTOR, CHICAGO
FAUCET 1013-ABCP STOPS AND SUPPLIES, PROVIDE WITH TMV-1.
SLOAN ESD-420-CP SOAP DISPENSOR, 4 "D" ALKALINE BATTERIES, 6VDC PLUG-IN ADAPTOR #ESD-324 (PN
0346090) SOAP DISPENSER ADAPTOR PLUG-IN CONNECTS TO MAX TWO (2) SOAP DISPENSERS.
MCGUIRE PRE-MOLDED PVC COVERING HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP
PROTECTION. GROHE MOUNTING KIT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
KS-1
KITCHEN SINK
(SINGLE
COMPARTMENT)
2" 2" 1-1/2" 1/2" 1/2" 2 2
ELKAY #ELUHAD211545 18-1/4" X 23-1/2" X 4-3/8" DEEP SINGLE COMPARTMENT UNDERMOUNTSINK ADA SINK, 18
GAUGE TYPE 300 STAINLESS STEEL. MCGUIRE CHROME PLATED 17 GA. CAST BRASS P-TRAP, SLIP JOINT NUTS
AND CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
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.
KS-2
KITCHEN SINK
(DOUBLE
COMPARTMENT)
2" 2" 1-1/2" 1/2" 1/2" 2 2
ELKAY #ECTSRAD33226TBG 33" X 22" X 6" DEEP DOUBLE COMPARTMENT UNDERMOUNTSINK ADA SINK, 18
GAUGE TYPE 300 STAINLESS STEEL. MCGUIRE CHROME PLATED 17 GA. CAST BRASS P-TRAP, SLIP JOINT NUTS
AND CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
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.
S-1
MAKER
STORAGE SINK
(SINGLE
COMPARTMENT)
2" 2" 1-1/2" 1/2" 1/2" 2 2
ELKAY #ELUHAD211545 18-1/4" X 23-1/2" X 4-3/8" DEEP SINGLE COMPARTMENT UNDERMOUNTSINK ADA SINK, 18
GAUGE TYPE 300 STAINLESS STEEL. MCGUIRE CHROME PLATED 17 GA. CAST BRASS P-TRAP, SLIP JOINT NUTS
AND CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
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.
DF-1
ELECTRIC
WATER COOLER
(BI-LEVEL)
(BOTTLE FILL)
1-1/4" 2" 2" 1/2" - 1 1
MURDOCK #A171.8-FGVR-BF12-CSC3-WF1 SINGLE DRINKING FOUNTAIN WITH BOTTLE FILL,RECESSED
WALL MOUNTED, SATIN STAINLESS STEEL, BARRIER FREE, 8 GPH @50 DEG. F. WATER WITH 80 DEG. F.
INLET WATER AT 90 DEG. F. AMBIENT. 1/5 HP, 115 VOLT, 1 PHASE COMPLETE W/ CONCEALED MOUNTING
FRAME AND 1 MICRON FILTER. CHICAGO #45LK STRAIGHT ANGLE STOP W/ 1/2" FEMALE INLET/OUTLET.
MS-1 MOP SINK 3" 3" 2" 1/2" 1/2" 3 3
ADVANCE TABCO #9-OP-20 FLOOR MOUNTED MOP SINK, 16 GAUGE TYPE "304" STAINLESS STEEL. 21" X 25"
X 10". #K-16 FREE FLOW DRAIN
AMERICAN STANDARD #8350.243 EXPOSED YOKE WALL MOUNT UTILITY FAUCET, 3" CAST BRASS SPOUT
WITH VACUUM BREAKER, INTEGRAL STOPS, 8" CENTERS, LEVER HANDLES, BUCKET HOOK, 3/4" THREADED
HOSE END.
RB-1 REFRIGERATOR
BOX - - - 1/2" - - .5 SIOUX CHIEF #696G1010PF, ICE MAKER OUTLET BOX WITH WATER HAMMER ARRESTOR
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 2" 2" 2" 1/2" TP - - -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.
TMV-1 THERMOSTATIC
MIXING VALVE - - - 1/2" 1/2" - -APOLLO VALVE 34DLF-402-B17 #MVDBR-LF. SET TEMPERATURE TO 100 DEG. F. ASSE 1070 COMPLIANT.
MOUNT BELOW FIXTURE.
TMV-1 MASTER MIXING
VALVE - - - 1-1/4" 1-1/4" - -APOLLO VALVE MASTER MIXING VALVE. SET TEMPERATURE TO 120 DEG. F. MOUNT AT HEAT PUMP WATER
HEATER
FCO-1 FLOOR
CLEANOUT -SEE
PLANS - - - - -JAY R SMITH #4040-U SERIES SQUARE TOP FLOOR CLEANOUT WITH VANDAL PROOF TOP.
WCO-1 WALL CLEANOUT -SEE
PLANS - - - - -JAY R SMITH #4420 SERIES CLEANOUT WITH FACE OF WALL COVER.
TP-1 TRAP PRIMER - - - 1/2" - - -JAY R. SMITH #2694 TRAP DEFENDER, PRESSURE DROP ACTIVATED TRAP PRIMER WITH ACCESS PANEL.
BRASS BODY. WITH DISTRIBUTION UNIT. SHUT-OFF VALVE TO BE UPSTREAM OF TRAP PRIMER
WHA-1 HAMMER
ARRESTOR - - - - - - -JAY R SMITH #5200 SERIES HYDROTROL JUNIIOR PISTON TYPE WATER HAMMER ARRESTOR. INSTALL PER
MANUFACTURERS RECOMMENDATION
CALGREEN TABLE A5.303.2.3.1
FIXTURE TYPE BASELINE FLOW RATE
SHOWERS HEADS 1.8 GPM @ 60 PSI
LAVATORY FAUCETS NON RESIDENTIAL 0.5 GPM @ 80 PSI
WASH FOUNTAINS 1.8 GALLONS / CYCLE / 20 [RIM SPACE (IN) @ 60 PSI]
METERING FOUNTAINS 0.20 GALLONS / CYCLE
METERING FOUNTAINS FOR WASH FOUNTAINS 0.20 GALLONS / CYCLE / 20 [RIM SPACE (IN) @ 60 PSI]
GRAVITY TANK TYPE WATER CLOSETS 1.28 GALLONS / FLUSH
FLUSHOMETER TANK WATER CLOSETS 1.28 GALLONS / FLUSH
FLUSHOMETER VALVE WATER CLOSETS 1.28 GALLONS / FLUSH
ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 1.28 GALLONS / FLUSH
URINALS 0.125 GALLONS / FLUSH
1. INCLUDES WATER CLOSETS WITH AN EFFECTIVE FLUSH RATE OF 1.12 GALS OR LESS WHEN TESTED PER ASME A 112.19.2 AND
ASME A 112.19.14 2. SEE CALGREEN TABLE A5.503.2.2 FOR ADDITIONAL NOTES AND REFERENCES. 3. WHERE COMPLYING FAUCETS
ARE UNAVAILABLE, AERATORS RATED AT 0.35 GPM OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4. WALL MOUNTED
URINALS @ 0.125 GPF.
PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE
WATER REDUCTION FIXTURE FLOW RATE
PIPE MATERIAL SCHEDULE
SERVICE LOCATION MATERIALS
SANITARY
WASTE
AND VENT
ABOVE GRADE
SOLID WALL PVC SCH. 40 ASTM D2665 DWV WITH PVC SOCKET FITTINGS. ASTM
D2665 IN ACCORDANCE WITH ASTM D3311 DWV PATTERNS TO FIT SCH. 40 PIPE.
ADHESIVE PRIMER ASTM F656
SOLVENT CEMENT ASTM D2564
SANITARY
WASTE BELOW GRADE
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. COPPER PRESSURE SEAL JOINT FITTINGS, EPDM O-RINGS
AND PIPE STOPS. MINIMUM 200 PSIG WORKING PRESSURE RATING AT 250 DEG. F.
DOMESTIC
WATER
WATER HEATER
PIPING
NEWAGE EPOXY COATED HUBLESS, CAST IRON SOIL PIPE AND FITTING SERVICE
CLASS, ASTM A888 AND CISPI 301.
MIN. 4 BAND NEWAGE EXTRA HEAVY DUTY COUPLINGS, ASTM C 1540, ASTM
C564, IAPMO LISTED.
I
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4 0 8 0
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7
S
5 06
C
07 18
2
P
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A
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90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
P0.1-1
PLUMBING
SCHEDULES
RFI
REV # DESCRIPTION DATE
RFI 51
#008 ASI 04.11.2025
#008
ASI
2
2
3
3
EE
FF
STAFF
BREAK
ROOM
004
WC-6
LV-1
TMV-1
MS-1
HPWH-1
ET-1
CP-1
KS-1
3/4"HW
UP3/4"HW
UP
(LV)
2"FD-1
3/
4
"
ø
C
W
3/
4
"
ø
H
W
1/
2
"
ø
H
W
R
1/
2
"
ø
H
W
R
RB-1
(LV)
LV-1
TMV-1
2"FD-1
WC-6
(S)
3/4"HW AND
CW UP
1 1/2"ø CW 2"ø CW
1"ø CW
3/4"ø HW
3/
4
"
ø
H
W
1"
ø
H
W
1/2"ø CW
1/
2
"
ø
C
W
3/
4
"
ø
H
W
2
2
3
3
EE
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ALL
GENDER
RESTROOM
010
STAFF
BREAK
ROOM
004
SE-1
SE-2
WC-4
WC-4
LV-1
3"MS-1
WCO
2"FD-1
2"FD-1
WCO
WCO
KS-1
WCO
(WC)
(FD)
(UR)
(LV)(LV)
(FD)
4"
ø
W
4"ø W 4"ø W
2"
ø
W
2"ø W
2"ø W
4"ø W
2"ø W 2"ø W
2"ø W
2"ø W
2"
ø
W
3/4"ø CD
3/
4
"
ø
C
D
WCO
2"ø V
(E)4"W
3/4"ø CD
3/
4
"
ø
C
D
FANCOIL SEE
MECH PLANS
2"
ø
W
2"ø W
4"ø W4"
ø
W
2"ø W
3"ø W
3"
ø
W
2" FORCE PIPING
(S)
2"
ø
W
3"V FROM BASIN
2"ø W
2"ø
V
3"V UP
PIT CONTROL
PANEL
2"
ø
V
7
7
8
8
9
9
FF
HH
WOMEN
RR
111
MEN RR
110
ALL
GENDER
RESTROOM
115
ALL
GENDER
RESTROOM
114
NURSING/SENSORY
116
JAN. RM
112
2"
ø
W
WC-3
WC-2WC-1
WC-3
WC-4 WC-4
WC-5
WC-1
WC-4WC-4
UR-2
UR-2
UR-3
(E)MS
DF-1
LV-3
TMV-1
LV-2
TMV-1
LV-4 LV-4
DF-1
2"ø V
2"ø V
2"ø V
2"ø V
2"ø V
2"ø W (WC)
(LV)
(LV)
(LV)
(WC)
(FS)
2"W DOWN
4"W DOWN
2"
ø
W
(E)FS
2"ø W
2"ø V4"ø W
2"ø V2"
ø
V
2"
ø
V
2"
ø
V
7
7
8
8
9
9
FF
HH
WOMEN
RR
111
MEN RR
110
ALL
GENDER
RESTROOM
115
ALL
GENDER
RESTROOM
114
NURSING/SENSORY
116
JAN. RM
112
3/
4
"
ø
C
W
3/
4
"
ø
H
W
3/
4
"
ø
C
W
3/
4
"
ø
H
W
3/
4
"
ø
C
W
WC-3
WC-2
WC-1
WC-3
WC-4 WC-4
WC-5
WC-1
WC-4WC-4
UR-2
UR-2
UR-3
(E)MS
DF-1
LV-3
TMV-1
LV-2
TMV-1
LV-4
TMV-1 LV-4
TMV-1
DF-1
2"CW UP
2"CW UP
2"CW DOWN
1-1/4"CW UP
1-1/4"CW DOWN
(LV)(LV)
2"CW HEADER2-1/2"CW DOWN
2"ø CW2"ø CW
3/
4
"
ø
C
W
3/
4
"
ø
C
W
2"
ø
C
W
1"ø HW3/4"ø HW
1"
ø
H
W
3/4"ø CW
1"ø HW
1
1
/
4
"
ø
H
W
1
1
/
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"
ø
H
W
1"
ø
C
W
3/
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C
W
TP-1
3/4"ø CW
BEH.
A.P.
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07 18
2
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A
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C
+
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4
SHEET TITLE AND NO.
SHEET NOTES
N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
P2.5-1
ENLARGED
PLUMBING FLOOR
PLAN RESTROOMS
1/4" = 1'-0"1 ENLARGED DOMESTIC WATER FLOOR PLAN RESTROOM BASEMENT
1/4" = 1'-0"2 ENLARGED SANITARY AND VENT FLOOR PLAN RESTROOM BASEMENT
1/4" = 1'-0"4 ENLARGED SANITARY AND VENT FLOOR PLAN RESTROOM FIRST FLOOR
1/4" = 1'-0"3 ENLARGED DOMESTIC WATER FLOOR PLAN RESTROOM FIRST FLOOR
096
RFI
096
RFI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
#177 RFI 05.21.2025
#177
RFI
#177
RFI
RO
S
S
S
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LIMIT OF WORK
SANTA ANA LIBRARY
LIMIT OF WORK
LIMIT OF WORK
PA
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S
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LI
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KID'S AREA
N.A.P.
T
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EV
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PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
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STALL
TR
EXISTING
TO
REMAIN
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
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LIMIT OF WORK
SANTA ANA LIBRARY
LIMIT OF WORK
LIMIT OF WORK
PA
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W
O
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KID'S AREA
N.A.P.
7'-4"7'-4"7'-4"7'-4"
T
R
TR
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
TR
EXISTING
TO
REMAIN
terra n
I N T E G R A T I O N
Landscape Architecture CA#5231
Planning + Design + Sustainability
143 S. Olive St.
Orange I CA I 92866
714-724-9814
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
REV #DESCRIPTION DATE
#9 RFI 10.23.2024
BID SET 04/30/2024
FINAL PERMIT/ CONFORM SET 08/02/2024
#19 RFI 3.28.2025
#20 RFI 3.28.2025
#57.1 RFI 6.18.2025
CONSTRUCTION
PLAN
LA-2.0
NORTH 0 10'20'40'
SCALE: 1" = 20'-0"
PA
PA
PA
PA
PA
PA
CONSTRUCTION LEGEND
SYMBOL DESCRIPTION DETAIL MANUFACTURER MATERIAL/ MODEL COLOR/ FINISH NOTES
LANDSCAPE
SHADE STRUCTURE B/ LA-2.2 PRISMATIC POWDER COAT
POST: WHITE COLOR & FINISH TO MATCH EAST
GARDEN PORTHOLE ON ARCHITECTURE
TRELLIS: CINDERBLOCK BROWN COLOR
SEE STRUCTURAL ENGINEERING PLANS
FOR CONSTRUCTION
COLOR SAMPLES TO BE PROVIDED BY
FABRICATOR
CONCRETE AMPHITHEATER
SEATING B/ LA-2.2 DAVIS CONCRETE
DAYTON SUPERIOR
COLOR: PEBBLE
FINISH: TOP CAST #1
COMPOSITE WOOD DECK D,E,F/LA-2.1 CALI BAMBOO 888-788-2254 SEDONA TRUORGANICS 3G
WIDE COMPOSITE
WWW.CALIBAMBOO.COM
PROVIDE SAMPLES FOR APPROVAL
PAVING
CONCRETE FLATWORK -
VEHICULAR
SEE CIVIL
PLANS
DAVIS CONCRETE
DAYTON SUPERIOR PIP CONCRETE
COLOR: PEBBLE
FINISH: TOPCAST #1 & SEEDED 10MM
DARK-COLORED COARSE AGGREGATE
SAMPLES TO BE PROVIDED FOR
APPROVAL
CONCRETE FLATWORK SEE CIVIL
PLANS
DAVIS CONCRETE
DAYTON SUPERIOR PIP CONCRETE COLOR: PEBBLE
FINISH: TOPCAST #1
COLORED CONCRETE -
VEHICULAR
SEE CIVIL
PLANS
DAVIS CONCRETE
DAYTON SUPERIOR PIP CONCRETE COLOR: PEBBLE
FINISH: TOPCAST #1
COLORED CONCRETE SEE CIVIL
PLANS
DAVIS CONCRETE
DAYTON SUPERIOR PIP CONCRETE
COLOR: PEBBLE
FINISH: TOPCAST #1 & SEEDED 10MM
DARK-COLORED COARSE AGGREGATE
SAMPLES TO BE PROVIDED FOR
APPROVAL
18" WIDE CONCRETE BAND -
VEHICULAR B/ LA-2.1 PIP CONCRETE NATURAL GRAY CONCRETE / BROOM FINISH
12" WIDE CONCRETE BAND B/ LA-2.1 PIP CONCRETE NATURAL GRAY CONCRETE / BROOM FINISH
6" WIDE CONCRETE HEADER C/ LA-2.1 PIP CONCRETE NATURAL GRAY CONCRETE / BROOM FINISH
COBBLE C/ LA-2.1 1" - 3" SMOOTH PEBBLE COLOR: GRAY TONES SAMPLES TO BE PROVIDED FOR
APPROVAL. 4" MIN DEPTH.
CONCRETE STEPS I/ LA-2.1 DAVIS CONCRETE
DAYTON SUPERIOR PIP CONCRETE COLOR: PEBBLE
FINISH: TOPCAST #1
PERMEABLE PAVERS F/ LA-2.2 STEPSTONE, INC.
3X18X4 NARROW MODULAR
PAVERS WITH 1/8" T-BARS FOR
PERMEABILITY
COLOR: ALMOND
FINISH: 1806 LIGHT SANDBLAST
SAMPLES TO BE PROVIDED FOR
APPROVAL
6" BAND AT PAVER EDGE F/ LA-2.2 DAVIS CONCRETE
DAYTON SUPERIOR PIP CONCRETE COLOR: PEBBLE
FINISH: TOPCAST #1
WALLS
SEATWALL D/ LA-2.1 DAVIS CONCRETE
DAYTON SUPERIOR
COLOR: PEBBLE
FINISH: TOPCAST #1
PLANTER WALL F/ LA-2.1
DAVIS CONCRETE
DAYTON SUPERIOR
VALORI PRECAST
COLOR: PEBBLE
FINISH: TOPCAST #1
CAP: 3" SQUARE, GRIS SANDBLAST
SAMPLES TO BE PROVIDED FOR
APPROVAL
FENCING / GATES
8' HT. FENCING A/ LA-2.2 PRISMATIC POWDER COAT TUBULAR STEEL CINDERBLOCK BROWN SHOP DRAWINGS TO BE SUBMITTED
FOR APPROVAL
PEDESTRIAN GATE - SINGLE C/ LA-2.2 PRISMATIC POWDER COAT TUBULAR STEEL CINDERBLOCK BROWN SHOP DRAWINGS TO BE SUBMITTED
FOR APPROVAL
PEDESTRIAN GATE - DOUBLE D/ LA-2.2 PRISMATIC POWDER COAT TUBULAR STEEL CINDERBLOCK BROWN SHOP DRAWINGS TO BE SUBMITTED
FOR APPROVAL
L-1
L-2
L-3
P-1
P-2
P-3
P-4
P-5
P-6
P-7
P-8
P-9
P-10
P-11
W-1
W-2
F-1
F-2
F-3
REFERENCE LEGEND
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
TRASH ENCLOSURE PER ARCHITECT MODULAR WETLAND SYSTEM BY CIVIL ENGINEER
DRIVEWAY APRON PER CIVIL ENGINEER DETECTABLE WARNING PER CIVIL ENGINEER
CURB PER CIVIL ENGINEER LIGHT POLE STANDARDS PER LIGHTING CONSULTANT
CURB RAMP BY CIVIL ENGINEER SOUTH TRELLIS BY ARCHITECT
CONCRETE PARKING LOT BY CIVIL ENGINEER EXPANSION JOINTS - SEE LA-2.1 FOR DETAIL
NEW LIBRARY MONUMENT SIGN BY SIGNAGE CONSULTANT
1 7
2 8
3 9
4 10
5 11
6
NOTES
1.CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT AND/OR OWNER IF ANY DISCREPANCIES
BETWEEN LEGEND AND PLAN AND/OR PLANS AND SITE OCCUR.
2.EXISTING SECURITY LIGHT POLES TO BE REMOVED.
3.EXISTING PLAQUES AND TIME CAPSULE TO BE RELOCATED PER PLAN, SEE CALL OUT S-3
4.CONTRACTOR TO COORDINATE EXACT LOCATIONS OF CONCRETE DRIVE ISLE EXPANSION JOINTS
WITH FUTURE STEAM UTILITY PLANS.
CIVIC CENTER DRIVE
PA
PA
PA
PA
PA
TURF
PAPA
PA
PA
PA
PA
PA
PA
PA
PA
PA
(2) EXISTING LIGHT STANDARDS
TO REMAIN- PROTECT IN PLACE
EXISTING CONCRETE
SIDEWALK TO REMAIN,
PROTECT IN PLACE
EXISTING CONCRETE SIDEWALK
TO REMAIN, PROTECT IN PLACE
L-2
L-3
W-2
LI
M
I
T
O
F
W
O
R
K
F-1
S-1
P-2
P-2
P-3
1
2
3
3
3
4
4
5
PA
6
EXISTING STATUE TO REMAIN,
PROTECT IN PLACE
P-7
P-2
P-9
P-7
P-8
EXISTING FICUS, PROTECT IN PLACE. NOT IN
SCOPE - SHOWN FOR ADDITIONAL INFORMATION
EXISTING PILASTERS TO REMAIN,
PROTECT IN PLACE
P-2
7
W-2
PA
19'-9"
5'-0"
24'-0"
9'
-
0
"
3'
-
0
"
1'-9"
1'
-
8
"
6'-9"
1'
-
6
"
AL
I
G
N
9'-7"
2'-0"15'-0"
11'-6"
10'-9"
CONTRACTOR TO COORDINATE
TRANSITIONS BETWEEN NEW &
EXISTING ELEMENTS IN THIS
LOCATION W/ DESIGN TEAM
PRIOR TO INSTALLATION
C
LA-2.2
B
LA-2.2
9'-10"
47'-9"
R10
'
-
6
"
9'-10"
8
8
PA
CONCRETE HEADER SHALL
BE CLEAR OF CENTER OF
TREE TRUNK BY 6'-0" MIN.
TYPICAL FOR BOTH
5'
-
0
"
5'
-
0
"
8'
-
0
"
3'-0"
W-1
F-1
P-8
F-2
F-3
F-1
P-2 P-2P-2
S-3
S-6
S-8
P-4
P-2
P-4
P-2
2'-2"
11
'
-
6
"
6'
-
0
"
6'-0"
3'-0"
13'-7"
8'-7"8'-0"12'-7"
12
'
-
0
"
10
'
-
0
"
17
'
-
0
"
3'-0"
AL
I
G
N
Ø3
5
'
-
0
"
4'
-
0
"
EXISTING FICUS, PROTECT IN PLACE. NOT IN
SCOPE - SHOWN FOR ADDITIONAL INFORMATION
ADA COMPANION SEATING AT
AMPHITHEATER BENCH
P-5
CONTRACTOR TO REMOVE BACKFLOW,
MASTER VALVE, AND FLOW SENSOR.
HALF OF EXISTING PLANTER TO BE
CONCRETE FILLED.
WHERE NEW CONCRETE IS REQUIRED,
EXTEND EXISTING COLOR/ FINISH FROM
ADJACENT PLAYGROUND AREA.
PA
P-6
TURF
P-3
P-6
P-6
10
S-5
S-3
FLAGPOLE TO REMAIN.
PROTECT IN PLACE
S-3
L-1
P-2
S-4
S-4
3'
-
0
"
S-2
14'-7"
CONSTRUCTION LEGEND cont'd
SYMBOL DESCRIPTION DETAIL MANUFACTURER MATERIAL/ MODEL COLOR/ FINISH NOTES
SITE AMENITIES
BOOK DROP G/ LA-2.1 KINGSLEY LIBRARY EQUIPMENT 60 C-SERIES, 00-9860 LUSTER
REFER TO MANUFACTURERS SPECIFICATIONS FOR
INSTALLATION. DEPOSITARY OPENING TO BE STREET
FACING FOR EASY CART REMOVAL
PARKING METER PER CIVIL N/A N/A N/A PARKING METER PROVIDED BY CITY OF SANTA ANA
PARKING METER OPERATIONS (CDA)
RELOCATED LIBRARY TIME CAPSULE/
PLAQUE SEE CIVIL
ENGINEER DEMOLITION PLAN C1.2-0
N/A N/A N/A N/A
EXISTING PLAQUES AND TIME CAPSULE TO BE
RELOCATED AND APPROVED BY LIBRARY PRIOR TO
ANY HARDSCAPE POUR. CONTRACTOR SHALL SAFELY
PACK AND COORDINATE TIME CAPSULE STORAGE
LOCATION WITH LIBRARY UNTIL FINAL INSTALL.
RECEPTACLE BINS N/A FORMS AND SURFACES
APEX RECEPTACLE, 36-GALLON
SPLIT-STREAM WITH RAIN COVER
AND TOOL OPERATED SECURITY
LATCH.
INSET MATERIAL: STAINLESS STEEL IN SATIN FINISH
LID, RAINCOVER, AND FRAME MATERIAL: ALUMINUM
POWDERCOAT WHITE FINISH
GRAPHIC: BLACK BACKGROUND, LITTER AND RECYCLING
TOTAL QTY: 3, SURFACE MOUNT
PLANTER POTS E/ LA-2.2 OLD TOWN FIBERGLASS PROTO - PCL3930FL WHITE, MATTE FINISH QTY 2
BIKE RACKS N/A STREETSCAPES.BIZ ARTISTIC BOOK BIKE RACK - READ -
RBR-FT-PC DERO LIGHT GRAY RAL 7042 QTY 2, SURFACE MOUNT, INSTALL PER
MANUFACTURERS RECOMMENDATIONS
BOLLARDS N/A GRAINGER CBOL-42-4 STAINLESS STEEL QTY 2, SURFACE MOUNT
CERAMIC PAVEMENT MARKERS N/A STOP-PAINTING.COM 6" ROUND CERAMIC ROAD
REFLECTORS WHITE, NON-REFLECTIVE INSTALL PER MANUFACTURER'S RECOMMENDATION
ENTRY POTTERY E/ LA-2.2 WAUSAUTILE.COM SL4034 CONCRETE PEDESTAL
PLANTER
PRIOR TO PURCHASE, VERIFY COLOR WITH LANDSCAPE
ARCHITECT QTY: 2, SEE F / LA-3.3 FOR ENTRY POTTERY DETAIL
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
L-3
9
S-2
P-2
Ø4'-
0
"
9'-7"
6'-0"
3'-0"
P-10
P-10
P-6
11
P-6
P-3
11
11
S-4
P-11
11
P-11
S-7
P-1
P-5
ASI
#19 ASI
#19
ASI
#20
P-2
P-6
ASI
#20
ASI
#20
ASI
#20
S-9
ASI
#20
ASI
#20
RFI
57.1
RFI
57.1
terra n
I N T E G R A T I O N
Landscape Architecture CA#5231
Planning + Design + Sustainability
143 S. Olive St.
Orange I CA I 92866
714-724-9814
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
REV #DESCRIPTION DATE
#9 RFI 10.23.2024
BID SET 04/30/2024
FINAL PERMIT/ CONFORM SET 08/02/2024
#19 RFI 3.28.2025
#20 RFI 3.28.2025
#57.1 RFI 6.18.2025
CONSTRUCTION
DETAILS
LA-2.1
LEGEND
1.8 1/4"X7/8"X8' DECKING BOARD.3/16"
EXPANSION SPACE BETWEEN BOARDS
AND 1/4" EXPANSION SPACE ON ALL
BUTT ENDS.
2.4x4 PRESSURE-TREATED JOIST.
3.8X8 CONCRETE FOOTING WITH Z-MAX
STRAP
4.JOIST HANGER. BOLT TO CONCRETE
CURB
5.CONCRETE CURB WITH #4 REBAR
6.ADJACENT CONCRETE SEAT WALL -
PER STRUCTURAL ENGINEER
7.95% COMPACT SUB-GRADE PER CITY
REQUEST
8.LANDSCAPE FABRIC UNDER DECK
STAKED FOR WEED ABATEMENT
9.1"X4" PRESSURE-TREATED SLEEPER
BOARD. MOUNT TO CONCRETE SLAB
10.CONCRETE SLAB
11.EXPANSION JOINT. SEE SEPARATE
DETAIL
NOTES
A.CONTRACTOR SHALL FIELD VERIFY
ALL EXISTING SITE CONDITIONS AND
GRADES PRIOR TO FABRICATION.
B.INSTALL PER MANUFACTURER
RECOMMENDATIONS
C.ALL WOOD IN CONTACT WITH
CONCRETE AND/ OR EARTH SHALL BE
TREATED WOOD.
D.ALL INDENTATIONS ON ACCESSIBLE
PATH OF TRAVEL SHALL NOT EXCEED
1/2" AND SHALL BE BEVELED IN 1/4"
INCREMENTS.
E.CONTRACTOR TO SUBMIT SHOP
DRAWINGS FOR LANDSCAPE
ARCHITECT APPROVAL PRIOR TO
CONSTRUCTION.
F.ALL GRADES TO BE COORDINATED
WITH CIVIL ENGINEER'S DRAWINGS
4'-0" O.C.
CL CL
123 42 5
6
8
7
SECTION AT ROUND DECK
PLAN VIEW N.T.S.
FO
O
T
I
N
G
S
:
4
'
O
.
C
.
35'
4'
PA
PA
PA
PA PA
JO
I
S
T
S
:
4
'
O
.
C
.
HARDSCAPE
HARDSCAPE
PA
4'-0" O.C.
CL CL
19
7
SECTION - DECKING ON CONCRETE SLAB (LINEAR)
10
ADJACENT CONCRETE
CURB AT ROUND DECK
11
6"
M
I
N
.
DECKING ON
CONCRETE SLAB
ROUND DECK
LEGEND
1.CONCRETE BAND SEEDED 10MM
DARK-COLORED COARSE
AGGREGATE.
2.1/2" RADIUS
3.#4 REBAR
4.FINISHED SURFACE OF ADJACENT
PAVING WHERE OCCURS
5.FINISHED GRADE OF ADJACENT
LANDSCAPE WHERE OCCURS
6.95% COMPACT SUBGRADE PER CITY
REQUEST
7.STAINLESS STEEL METAL DIVIDER
STRIP (1 4" X 1") OR APPROVED EQUAL
NOTES
A.CONSTRUCT A HAND TOOLED JOINT
EVERY 8' O.C. AND EXPANSION JOINT
EVERY 24' O.C.
B.ALL VEHICULAR BANDS SHALL BE
COORDINATED AND VERIFIED WITH
CIVIL ENGINEER
SECTION
6"
12" OR 18"
2 1 45
6
2"
F
O
R
S
H
R
U
B
S
1"
F
O
R
T
U
R
F
3"CLR.
3
LEGEND
1.6" CONCRETE HEADER
2.1/4" RADIUS
3.FINISHED GRADE OF ADJACENT
DECOMPOSED GRANITE WHERE
OCCURS
4.FINISHED GRADE OF ADJACENT
LANDSCAPE WHERE OCCURS
5.95% COMPACT SUB-GRADE PER
CITY REQUEST
6.4" MIN. OF DECORATIVE
COBBLE.
7.PATCHED SHAFT (WHERE
OCCURS), PER STRUCTURAL
ENGINEER
8.LANDSCAPE FILTER FABRIC
9.ADJACENT EXISTING
ARCHITECTURE WALL
NOTES
A.CONSTRUCT A HAND TOOLED
JOINT EVERY 6' O.C. AND
EXPANSION JOINT EVERY 24'
O.C.
SECTION AT PLANTERS
6"
6"
2 1 3
5
2"
A
T
S
H
R
U
B
S
1"
A
T
T
U
R
F
SECTION AT COBBLE
6 1
7
8
9
4"
-
6
"
4
2"
A
T
S
H
R
U
B
S
1"
A
T
T
U
R
F
4
A
B
I F
D
E
G
H CONCRETE BAND - 12" OR 18" WIDE
CONCRETE HEADER - 6" WIDE
COMPOSITE WOOD DECKING
SCALE: 1" = 1'-0"
SCALE: 3/4" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1/2" = 1'-0"
SCALE: 1" = 1'-0"SCALE: NTS
C SCALE: N.T.S.
LEGEND
1.ADJACENT HARDSCAPE/
FINISH SURFACE - SEE
CONSTRUCTION PLAN
2.CONCRETE STEPS
3.SAFETY GROOVES TO BE
TROWELED WITHIN 1" OF
STAIR TREAD EDGE
4.1/2" RADIUS, ALL STEPS
5.EXPANSION JOINT, SEE
SEPARATE DETAIL
NOTES
A.REINFORCEMENT PER
STRUCTURAL ENGINEER
1'-0"
1-1/2"
6"
1 2
3
4
5
CONCRETE STEPS
LEGEND
1.CONCRETE FLATWORK - SEE SEPARATE DETAIL
ON CIVIL ENGINEER'S PLANS
2.1/2" POLYETHLENE FOAM W/ 1/2" TEAR-AWAY
STRIP. CAP WITH SELF-LEVELING JOINT
SEALER. HAND SEED JOINTS WITH SAND
3.95% COMPACT SUB-GRADE PER CITY REQUEST
1 2 3
SECTION
NOTES
A.EXPANSION JOINTS ARE REQUIRED WHERE
TWO OR MORE BUILDING OR STRUCTURAL
ELEMENTS JOIN (I.E. WALL, COLUMN,
THRESHOLD, STEPS, CURB, OR FENCE SLAT),
OR TO SEPARATE LARGE SLABS OR DIFFERENT
POURS.
EXPANSION JOINTSEAT WALL AND DECKING SECTION
1'-6"
22'-0" +/-4'-0"6'-0" +/-
1'
-
6
"
LEGEND
SECTION
221
3
1.8 1/4"X7/8"X8' COMPOSITE WOOD
DECKING
2.4X4 PRESSURE TREATED JOIST
3.JOIST HANGER. BOLT INTO
ADJACENT CONCRETE
4.#4 REBAR
5.8X8 FOOTING
6.CONCRETE CURB. INSTALL
BELOW DECKING
7.PLANTER AREA DRAIN PER CIVIL
ENGINEER
8.POURED IN PLACE SEAT WALL
AND FOOTING. SEE STRUCTURAL
ENGINEERING PLANS FOR
FOOTING AND REINFORCEMENT
9.1" CHAMFER
10.TREE AND ROOTBALL PER
PLANTING PLAN
11.FINISH GRADE
12.ELL BRACKET
13.95% COMPACT SUB-GRADE PER
CITY REQUEST
14.LANDSCAPE FABRIC UNDER DECK
STAKED IN PLACE FOR WEED
ABATEMENT
6
2" MIN.
NOTES
A.INSTALL TREES PRIOR TO DECK
JOISTS
B.ALL GRADES TO BE
COORDINATED WITH CIVIL
ENGINEER'S DRAWINGS
5
7
8
11
9
3" MAX.
10
1"
4"
1'
-
2
"
1/2"8"
2"
2"
4"
1'
-
2
"
F.G.
8"
1
1 2
2
3
6
6
8
6
3
F.G.
12
12
MOUNTING DETAILS N.T.S.
3
1313
4
4
4
14
LEGEND
1.ADJACENT PAVING
2.PRECAST CONCRETE CAP PER
CONSTRUCTION LEGEND
3.RAISED PLANTER WALL AND
FOOTING. REFER TO
STRUCTURAL PLANS FOR
FOOTING AND REINFORCEMENT
4.PLANTING BACKFILL MIX. REFER
TO PLANTING SPECIFICATIONS
5.95% COMPACT SUBGRADE PER
CITY REQUEST
6.COMPOSITE WOOD DECKING
7.4X4 SUPPORT FRAME JOIST - SEE
SEPARATE DETAIL
8.8X8 FOOTING
9.FINISH GRADE
10.POURED IN PLACE SEATWALL
AND FOOTING. SEE STRUCTURAL
ENGINEERING PLANS FOR
FOOTING AND REINFORCEMENT
11.CONCRETE CURB WITH #4 REBAR
12.LANDSCAPE FABRIC UNDER DECK
STAKED IN PLACE FOR WEED
ABATEMENT
SECTION
2"
2"
1'
-
4
"
2'
-
0
"
876
1'-6"2"2"
1'-0"
2"2"
1'-0"
2"2"
1'-0"
2
1
3
45
7
10
91'
-
6
"
PER PLAN
PER PLANPER PLAN
11
2'
-
0
"
1'
-
6
"
2
NOTES
A.ALL GRADES TO BE
COORDINATED WITH CIVIL
ENGINEER'S DRAWINGS5
12
RAISED PLANTER AND DECKING SECTION SCALE: 1/2" = 1'-0"
LEGEND
1.OUTDOOR DEPOSITORY. SEE
CONSTRUCTION LEGEND FOR
MANUFACTURER AND COLOR.
INSTALL PER MANUFACTURER'S
RECOMMENDATION
2.FINISH GRADE
3.VEHICULAR CONCRETE DRIVEWAY
AND CURB (6"). REFER TO
SEPARATE CIVIL ENGINEER'S
PLANS FOR DETAIL
4.EXPANSION JOINT BETWEEN
POURS. SEE SEPARATE DETAIL AND
CONSTRUCTION PLAN
5.CERAMIC PAVEMENT MARKERS PER
CIVIL ENGINEER. COLOR TO BE
WHITE
6.FINISH SURFACE1
2
NOTES
A.DEPOSITORY DOOR TO BE STREET
FACING FOR EASY BOOK CART
REMOVAL
ST
R
E
E
T
S
I
D
E
3
6"
MIN.
45
6
BOOK DROP
PARKING METER - CITY OF SANTA ANA STANDARD DETAIL
SCALE: 1/2" = 1'-0"
RFI
57.1
SYMBOL MANUFACTURER/MODEL/DESCRIPTION ARC PSI GPM RADIUS
RAIN BIRD RD-06-S-P30-F-U 08 HE-V
TURF SPRAY, 6IN. POP-UP, WITH 30 PSI IN-STEM
PRESSURE REGULATION, SEAL-A-MATIC CHECK VALVE,
AND FLOW-SHIELD TECHNOLOGY. 1/2IN. NPT FEMALE
THREADED INLET.
ADJ 30 ≤ 1.19 8'
RAIN BIRD RD-06-S-P30-F-U 12 HE-V
TURF SPRAY, 6IN. POP-UP, WITH 30 PSI IN-STEM
PRESSURE REGULATION, SEAL-A-MATIC CHECK VALVE,
AND FLOW-SHIELD TECHNOLOGY. 1/2IN. NPT FEMALE
THREADED INLET.
ADJ 30 ≤ 2.38 12'
RAIN BIRD RD-06-S-P30-F-U 15 HE-V
TURF SPRAY, 6IN. POP-UP, WITH 30 PSI IN-STEM
PRESSURE REGULATION, SEAL-A-MATIC CHECK VALVE,
AND FLOW-SHIELD TECHNOLOGY. 1/2IN. NPT FEMALE
THREADED INLET.
ADJ 30 ≤ 3.71 15'
RAIN BIRD 1806-1400 FLOOD 1401
FLOOD BUBBLER 6.0IN. POPUP
360 20 0.25 3'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
PIPE TRANSITION POINT
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP
TUBING WITH RISER TO ABOVE GRADE INSTALLATION.
RAIN BIRD MDCFCAP
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
RAIN BIRD ARV050
1/2IN. AIR RELIEF VALVE WITH A 6IN. DRIP VALVE BOX (SEB
7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL.
HUNTER SD-B-STK
MICRO SPRAY FOR RESIDENTIAL/COMMERCIAL USE. EIGHT
STREAMS OF WATER, WITH 360 DEGREE SPRAY. 15PSI TO
30PSI. SOLO-DRIP WITH BARB AND 6IN. STAKE.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-04-18
XFS SUB-SURFACE PRESSURE COMPENSATING DRIPLINE
W/COPPER SHIELD TECHNOLOGY. 0.4 GPH EMITTERS AT
18" O.C. LATERALS SPACED AT 18" APART, WITH EMITTERS
OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT.
SPECIFY XF INSERT FITTINGS.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD EFB-CP
1IN. BRASS REMOTE CONTROL VALVE, THAT IS
CONTAMINATION PROOF W/SELF-FLUSHING FILTER
SCREEN. GLOBE CONFIGURATION,
RAIN BIRD EFB-CP-PRS-D
1IN. BRASS REMOTE CONTROL VALVE, THAT IS
CONTAMINATION PROOF W/SELF-FLUSHING FILTER
SCREEN. GLOBE CONFIGURATION. USE NIBCO T-113-K
GATE VALVE BEFORE VALVE. ADD RAIN BIRD PRF-100-RBY
FILTER WITH VALVE.
HUNTER HQ-5LRC
QUICK COUPLER VALVE, YELLOW LOCKING RUBBER
COVER, RED BRASS AND STAINLESS STEEL, WITH 1IN. NPT
INLET, 1-PIECE BODY.
NIBCO T-113-K
CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS
HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT
VALVE LOCATION.
GRISWOLD 2160 1-1/2"
1IN.-8IN. SOLENOID, NORMALLY OPEN MASTER VALVE.
CAST IRON AND BRONZE MATERIAL. NPT END
CONNECTION.
FEBCO LF850-U-S 2"
REDUCED PRESSURE BACKFLOW ASSEMBLY
CALSENSE CS3000-32-S/CS3-GR-KIT/TP-110
CS3000 SERIES 32 STATION AUTOMATIC CONTROLLER
WITH STAINLESS STEEL TOP-ENTRY PEDESTAL
ENCLOSURE AND 4G LTE CELLULAR MODEM WITH
ANTENNA. FLOW METER TO BE INSTALLED, SEE SEPARATE
CALLOUT. CONTRACTOR TO CONTACT CITY PUBLIC
WORKS PRIOR TO PURCHASING TO VERIFY
COMMUNICATIONS OPTIONS, EXISTING CALSENSE
CELLULAR DATA PLAN, AND EXISTING INTEGRATION WITH
PLAYGROUND.
CALSENSE REP: DAVID MEEHAN (760) 580-1829
CALSENSE FM-1.5B
1.5" BRONZE FLOW METER IN 1" BRASS TEE. WIRE
CONTROLLER USING #14 AWG WIRE IN 1" CONDUIT,
INSTALL PER MANUFACTURERS RECOMMENDATIONS.
MULTIPLE FLOW SENSORS REQUIRE SEPARATE CONDUIT
RUNS.
STRONG BOX SBBC-45CR
LOW PROFILE, TUBE AND WIRE CONSTRUCTION SMOOTH
TOUCH SURFACE, COLD ROLLED STEEL, BACKFLOW
ENCLOSURE. 46.5IN.L, 28IN.H, 17.75IN.W.
CALSENSE RB-1 TIPPING BUCKET RAIN SENSOR
MOUNT TO BUILDING UNDER CITY AND HISTORICAL
ARCHITECT REVIEW. WIRED PER MANUFACTURERS
INSTRUCTIONS
WATER METER 2"
DOMESTIC WATER. SEE POINT OF CONNECTION NOTES.
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
SEE PIPE SIZING CHART
IRRIGATION MAINLINE: PVC CLASS 315 SDR 13.5
PIPE SLEEVE: PVC SCHEDULE 40
8
21
51
NO SYMBOL
360
MV
BF
A
FS
BE
RS
M
FLOW AVAILABLE
Water Meter Size:
Flow Available
PRESSURE AVAILABLE
Static Pressure at POC:
Elevation Change:
Service Line Size:
Length of Service Line:
Pressure Available:
DESIGN ANALYSIS
Maximum Station Flow:
Flow Available at POC:
Residual Flow Available:
Critical Station:
Design Pressure:
Friction Loss:
Fittings Loss:
Elevation Loss:
Loss through Valve:
Pressure Req. at Critical Station:
Loss for Fittings:
Loss for Main Line:
Loss for POC to Valve Elevation:
Loss for Backflow:
Loss for Master Valve:
Loss for Water Meter:
Critical Station Pressure at POC:
Pressure Available:
Residual Pressure Available:
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
CIVIC CENTER DRIVE
RO
S
S
S
T
R
E
E
T
LI
M
I
T
O
F
W
O
R
K
LIMIT OF WORK
SANTA ANA LIBRARY
LIMIT OF WORK
LIMIT OF WORK
PA
R
K
I
N
G
S
T
R
U
C
T
U
R
E
LI
M
I
T
O
F
W
O
R
K
KID'S AREA
N.A.P.
T
R
TR
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
TR
EXISTING
TO
REMAIN
A
6.53A-4
1"Area for Dripline
ZONE
10.4A-5
1"Area for Dripline
ZONE
5.45 A-3
1"Area for Dripline
ZONE
21 2121
51
51 21
21
21
2121
51
51 21 2121
21
21
21
21
21 51 51
51
51
51 21
2151
51
51
3 4"
3 4"1"
1"
3 4"3 4"
3 4"
114"3 4"
3 4"
1"3 4"
1"3 4"
3 4"
6A-6
1"Bubbler
ZONE
1.91A-7
1"Area for Dripline
ZONE
16.9A-8
1"Area for Dripline
ZONE
A-920.5
1"Turf Spray
ZONE
A-109.2
1"Turf Spray
ZONE
10.4A-11
1"Turf Spray
ZONE
20.7A-12
1"Turf Spray
ZONE
A-1310.7
1"Area for Dripline
ZONE
A-143.5
1"Bubbler
ZONE
2"
2"
BE
1"
1"
A-17.36
1"Area for Dripline
ZONE
A-22
1"Bubbler
ZONE
3 4"
51
51
21
21
21 21
21
21 21
21
21
21
51
888
8
8
3 4"
3 4"3 4"
3 4"
M
BF FS MV
3 4"
2"
RS
11 4"
1"
11 4"
1"
114"
11 4"
1"
3 4"
114"11 4"
3 4"3 4"
#"
##
#
VALVE CALLOUT
VALVE NUMBER
VALVE FLOW
HYDROZONE
VALVE SIZE
terra n
I N T E G R A T I O N
Landscape Architecture CA#5231
Planning + Design + Sustainability
143 S. Olive St.
Orange I CA I 92866
714-724-9814
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
REV #DESCRIPTION DATE
#9 RFI 10.23.2024
BID SET 04/30/2024
FINAL PERMIT/ CONFORM SET 08/02/2024
#19 RFI 3.28.2025
#20 RFI 3.28.2025
#57.1 RFI 6.18.2025
IRRIGATION
PLAN
LA-3.0
1.POINT OF CONNECTION (POC) SHALL BE AT NEWLY PROVIDED 2" WATER METER AND SERVICE LINE. INSTALL
NEW 2" BACKFLOW PREVENTOR, 1 1/2" MASTER VALVE, AND 1 1/2" FLOW METER AT LOCATION INDICATED ON
CIVIC CENTER DRIVE. REFERENCE CIVIL ENGINEERING UTILITY PLANS FOR MORE INFORMATION
2.CONTRACTOR SHALL CAP EXISTING IRRIGATION TO SITE AND ABANDON CURRENT OPERATING EQUIPMENT.
NEW IRRIGATION SHALL BE INSTALLED PER PLAN.
3.THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION AND WATER PRESSURE IN THE FIELD PRIOR TO
STARTING WORK. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND
AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWINGS IS FOUND TO BE
DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE
LANDSCAPE ARCHITECT,SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN
HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY/ OWNER.
WATER PRESSURE AT METER 60-65 PSI
DESIGN WATER PRESSURE 30 PSI
4.CONTROLLER NOTE:
4.1.THE CONTRACTOR SHALL REMOVE THE EXISTING IRRIGATION CONTROLLER, AND INSTALL NEW CALSENSE
CONTROLLER PER IRRIGATION LEGEND. RE-ESTABLISH CONNECTION TO EXISTING POWER SUPPLY.
CONNECT & INTEGRATE EXISTING PLAYGROUND STATIONS INTO NEW CONTROLLER.
1.CONTRACTOR TO INSTALL ALL IRRIGATION EQUIPMENT WITHIN LIMIT OF SITE WORK. SHOWN FOR CLARITY
ONLY - IRRIGATION IS SCHEMATIC.
2.THE IRRIGATION PLAN IS DIAGRAMMATIC. CONTRACTOR CAN ROUTE PIPING IN A FREE FORM MANNER,
AVOIDING OBJECTS LIKE LIGHT STANDARDS, TRANSFORMER PADS, EQUIPMENT VAULTS, SUB-SURFACE
ROCK TOO LARGE TO REMOVE, ETC.
DRIPLINE NOTES
LATERAL PIPE SIZING
FLOW PIPE SIZE FLOW PIPE SIZE
0-8 GPM 3/4"22.1-28 1 1/2"
8.1-12 GPM 1"28.1-45 2"
12.1-22 GPM 1 1/4"45.1+2 1/2"
COMPLIANCE NOTE
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE
EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.
3/17/2022
LANDSCAPE ARCHITECT DATE
POINT OF CONNECTION NOTES
IRRIGATION LEGEND
INSTALL BUBBLERS ON OUTER EDGE
OF MULCH LINE.
SEE PLANTING PLAN FOR MULCH LINE.
WIRE SLEEVE: PVC SCHEDULE 40.
BURY MIN. 24" BELOW GRADE, EXTEND MIN. 12" BEYOND EDGE.
NO SYMBOL
NORTH 0 10'20'40'
SCALE: 1" = 20'-0"
CONNECT NEW MAINLINE TO
EXISTING MAINLINE SERVICING
CHILDREN'S PLAYGROUND
THROUGH SHUT OFF VALVE.
SHUT OFF VALVE TO BE LOCATED IN
EXISTING PLANTER AND TO RECEIVE
3" LAYER OF BARK MULCH PER
PLANTING PLANS
CONTRACTOR TO REMOVE EXISTING
BACKFLOW, MASTER VALVE, AND
FLOW SENSOR ONLY.
EXISTING CHILDREN'S PLAYGROUND
IRRIGATION TO BE INCORPORATED
INTO NEW OVERALL LIBRARY
IRRIGATION SYSTEM
REFER TO CIVIL PLANS PREPARED BY
KPFF/ UTILITY PLAN SHEET C1-5.1 FOR
MORE INFORMATION AND COORDINATION
PRESSURE MAINLINE SHALL BE LOCATED
IN PLANTER IN A LOCATION FREE OF
OBSTRUCTIONS AND MINIMUM OF 5'
FROM TREE ROOTBALL. PLAN SHOWN
FOR CLARITY PURPOSES ONLY.
ASI
#19
ASI
#19
ASI
#20
ASI
#20
ASI
#20
ASI
#20
ASI
#20
RFI
57.1
SYMBOL BOTANICAL / COMMON NAME SIZE WUCOLS QTY
TREES
LAURUS X 'SARATOGA'
SARATOGA HYBRID LAUREL 24" BOX MED 9
PHOENIX DACTYLIFERA
DATE PALM 20` BTH LOW 5
QUERCUS AGRIFOLIA
COAST LIVE OAK 48" BOX LOW 5
EXISTING TREE TO REMAIN
MAGNOLIA GRANDIFLORA
SOUTHERN MAGNOLIA ---MED 2
SYMBOL BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY
SHRUBS
ABUTILON PALMERI
INDIAN MALLOW 5 GAL.LOW 48" o.c.17
ACANTHUS MOLLIS
BEAR'S BREECH 5 GAL.MED 36" o.c.64
AGAVE ATTENUATA
FOXTAIL AGAVE 5 GAL.LOW 48" o.c.26
ELYMUS CONDENSATUS 'CANYON
PRINCE'
CANYON PRINCE WILD RYE
5 GAL.LOW 48" o.c.97
FRANGULA CALIFORNICA 'EVE CASE'
EVE CASE COFFEEBERRY 5 GAL.V.LOW 36" o.c.423
LIRIOPE MUSCARI 'BIG BLUE'
BIG BLUE LILYTURF 5 GAL.LOW 18" o.c.4
MUHLENBERGIA RIGENS
DEER GRASS 5 GAL.LOW 36" o.c.300
SALVIA CLEVELANDII 'POZO BLUE'
POZO BLUE CLEVELAND SAGE 1 GAL.V.LOW 48" o.c.166
SIMMONDSIA CHINENSIS 'VISTA'
JOJOBA 5 GAL.V.LOW 48" o.c.59
SYMBOL BOTANICAL / COMMON NAME SIZE WATER USE SPACING QTY
SHRUB AREAS
EUPHORBIA RIGIDA
YELLOW SPURGE 1 GAL.LOW 18" o.c.198
SYMBOL BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY
GROUND COVERS
BACCHARIS PILULARIS 'TWIN PEAKS'
TWIN PEAKS COYOTE BRUSH 5 GAL.LOW 48" o.c.181
LANTANA MONTEVIDENSIS `MONMA`
WHITE LIGHTNIN` TRAILING LANTANA 1 GAL.LOW 24" o.c.292
TURF MARATHON II
MARATHON II SOD HIGH 2,981 SF
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
RO
S
S
S
T
R
E
E
T
LI
M
I
T
O
F
W
O
R
K
LIMIT OF WORK
SANTA ANA LIBRARY
LIMIT OF WORK
LIMIT OF WORK
PA
R
K
I
N
G
S
T
R
U
C
T
U
R
E
LI
M
I
T
O
F
W
O
R
K
KID'S AREA
N.A.P.
T
R
TR
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
TR
EXISTING
TO
REMAIN
2
3
1
LI
M
I
T
O
F
W
O
R
K
TR
SYMBOL BOTANICAL / COMMON NAME SIZE WUCOLS QTY
EXISTING PALMS TO BE RELOCATED NOTE: SHOWN WITH THE NUMBERS 1,2,3
PHOENIX CANARIENSIS
CANARY ISLAND DATE PALM ---LOW 3
EXISTING PALMS TO REMAIN
PHOENIX CANARIENSIS
CANARY ISLAND DATE PALM ---LOW 3
ALTERNATE OPTION = PALM TRANSPLANT
1,2,3
ADJACENT #'S (1,2,3) CORRESPOND TO
ALTERNATE OPTION TRANSPLANTING.
REFER TO REMARKS ON LEGEND ON
TREE DISPOSITION PLAN, LA-1.0
REMARKS
terra n
I N T E G R A T I O N
Landscape Architecture CA#5231
Planning + Design + Sustainability
143 S. Olive St.
Orange I CA I 92866
714-724-9814
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
REV #DESCRIPTION DATE
#9 RFI 10.23.2024
BID SET 04/30/2024
FINAL PERMIT/ CONFORM SET 08/02/2024
#19 RFI 3.28.2025
#20 RFI 3.28.2025
#57.1 RFI 6.18.2025
PLANTING
PLAN
LA-4.0
PLANTING LEGEND
1.MULCH
3" MINIMUM LAYER MULCH SHALL BE APPLIED IN ALL PLANTER AREAS (NOT INCLUDING TURF AREAS). MULCH TO BE
AGUINAGA FOREST FLOOR MULCH 1/2" OR APPROVED EQUAL.
2.ROOT BARRIER
ROOT BARRIERS ARE REQUIRED WHERE TREES ARE PLANTED LESS THAN FIVE (5) FEET OF SIDEWALK, WALLS,
STRUCTURES, CURBS, PAVING, PUBLIC IMPROVEMENTS WITHIN R.O.W. (TYP.), WATER, SEWER, STORM DRAIN, ETC. ROOT
BARRIER TO BE DEEPROOT MODEL #UB 36-2 (800.458.7668) OR APPROVED EQUAL.
3.PLANT QUANTITIES
CONTRACTOR TO NOTE THAT THE QUANTITIES ON LEGEND AND PLANT CALLOUTS HAVE BEEN PROVIDED FOR QUICK
REFERENCE ONLY. IT IS REQUIRED THAT THE CONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES AND
PROVIDE THEIR OWN PLANT MATERIAL COUNTS, BASED OFF SYMBOLS SHOWN ON PLAN, AT THE TIME OF PREPARING BID.
ANY DISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
LANDSCAPE ARCHITECT PRIOR TO PURCHASING.
4.DRAIN LINES
CONTRACTOR TO LOCATE ALL DRAIN LINES IN FIELD PRIOR TO THE INSTALLATION OF TREES. CONTRACTOR SHALL NOTIFY
LANDSCAPE ARCHITECT OF ANY CONFLICT WITH TREE OR PALM LOCATIONS WITH STORM DRAIN LINES.
5.SOILS REPORT
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ONE (1) AGRONOMIC SOILS TESTS AND INSTALL PLANT MATERIAL
PER REPORT AND SOIL RECOMMENDATIONS.
4.TREE SETBACKS
TRAFFIC SIGNALS, STOP SIGNS 20 FEET
UNDERGROUND UTILITY 5 FEET
SEWER LINES 10 FEET
ABOVE GROUND UTILITY 10 FEET
DRIVEWAYS 10 FEET
INTERSECTIONS (INTERSECT OF CURB LINES OF TWO STREETS) 25 FEET
UNLESS OTHERWISE DIRECTED BY THE CITY OF SANTA ANA THESE MINIMUM TREE SETBACK SHALL BE MET
PLANTING NOTES
NORTH 0 10'20'40'
SCALE: 1" = 20'-0"
COMPLIANCE NOTE
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE
EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.
3/17/2022
LANDSCAPE ARCHITECT DATE
NORTH 0 5'10'20'
SCALE: 1" = 10'-0"
EAST GARDEN
LANDSCAPE LIGHTING
CIVIC CENTER DRIVE
LIGHTING LEGEND (LOW VOLTAGE)
MANUFACTURER TYPE NOTE
FX LUMINAIRE #A-KN-FB IN GRADE LIGHT LINE VOLT INPUT 110-277V: INTEGRATED LED
LAMP: BLACK FINISH: COWLING SHROUD: DIE CAST
ALUMINUM
EXISTING FICUS, PROTECT IN PLACE. NOT IN SCOPE
- SHOWN FOR ADDITIONAL INFORMATION
EXISTING FICUS, PROTECT IN PLACE. NOT IN SCOPE
- SHOWN FOR ADDITIONAL INFORMATION
ADJUST PLANTS IN FIELD TO ALLOW
FOR UTILITY ACCESS AND SCREENING
ADJUST PLANTS IN FIELD TO ALLOW
FOR UTILITY ACCESS AND SCREENING
TREE IN RAISED PLANTER WITH
ROOT BARRIER TO PROTECT UTILITY
TREES PLANTED IN RAISED PLANTERS
- NO UTILITY INTERFERENCE
-MALE FRUITLESS
ASI
#19
ASI
ASI #20
ASI
ASI #19
ASI
#20
ASI
#20
ASI
#19
ASI
#20
ASI
#20
ASI
#20
RFI
57.1
RFI
57.1
INSERTION
POINT
(N)
(N)
(N)
(N)
J
(N)
(N)
(N)
(N)
(N)
J
(N)J
(N)
J
(N)
(N)
(N)(N)(N)(N)(N)
(N)
J
(N)
(N)
(N)
(N)(N)
J
(N)
(N)
5' -6-1/2"
4'
-
9
"
4' -0-1/2"
7' -11"
3'
-
1
1
-
1
/
2
"
5' -6-1/2"
5'
5' -10"
5'
5' -6-1/2"
5'
5' -6-1/2"5' -6-1/2"
5'
7' -10"
7' -8-1/2"
7' -6"
5'
3' -9"
FIELD CUT
WORKSURFACE
AROUND COLUMN.
STATION HAS A
SMALLER WIDTH
OVERHEAD
FIELD CUT
WORKSURFACE
AROUND COLUMN.
STATION HAS A
SMALLER WIDTH
OVERHEAD
FIELD CUT TOP AROUND
COLUMN.
THE OVERHEAD/SLATWALL ARE
SHORTER IN THIS OFFICE DUE
TO THE COLUMN.
FIELD CUT
WORKSURFACE
AROUND COLUMN.
STATION HAS A
SMALLER WIDTH
OVERHEAD
FIELD CUT WORKSURFACE
AROUND COLUMN.
STATION HAS A SMALLER
WIDTH OVERHEAD
FIELD CUT TOP AROUND
COLUMN.
THE OVERHEAD/SLATWALL ARE
SHORTER IN THIS OFFICE DUE
TO THE COLUMN.
WS-1
WS-1 WS-1
CR-4
CR-4
WS-1
CT-1
WS-2
CT-1
SS-1B
ST-3
WS-1
CT-1
WS-3
CT-1
WS-1
WS-1
SS-1B
WS-1 WS-1
SS-1A
CR-4
ST-3
CT-1
SS-1B
CR-3
WS-2
CT-1
WS-1
SS-1B
WS-3
CT-1
ST-3
CT-1
CR-4
CR-4
WS-4
SS-1B
CT-1
SS-1B
CT-1
WS-3
SS-1B
WS-1
TR-1B
SS-1B
ST-3
ST-3
WS-3
SS-1A
CT-1
SS-1B
CT-1
TR-1C
WS-1
ST-3
SS-1B
CT-1
WS-3
ST-3
CT-1
WS-1
ST-3
WS-1
SS-1B
CT-1
WS-1
WS-1
CT-1
CR-4
CT-1
SS-1B
CR-3
CT-1
SS-1B SS-1B
CR-3
ST-3
ST-2
CT-1
SS-1A
CT-1
WS-3
ST-3
CT-1
ST-3ST-3
FL-1
CT-1
SS-1A
SS-1A
WS-3
ST-3
WS-1
CT-1
WS-3
SS-1B
WS-1
SS-1A
CT-1
CT-1
SS-1A
WS-1 WS-1
SS-1B
CT-1
CR-3
CT-1
ST-3 ST-3
TR-1D
CT-1
SS-1A
CT-1
WS-1
SS-1B
SS-1A
SS-1A
CT-1
WS-1
SS-1A
WS-1
ST-3
SS-1B
WS-1
ST-4
CT-1
WS-1
ST-3
ST-3
WS-4
SS-1B
ST-3
ST-3
CT-1
ST-4
WS-3
CT-1
WS-4
WS-3
WS-1
WS-2
WS-3
ST-3
CT-1
CT-1
CT-1
CT-1
CT-1
WS-1
WS-3
WS-1
WS-2
WS-4
CR-3
WS-1
WS-1
CT-1
WS-3
CR-4
SS-1A
SS-1B
CT-1
WS-3
CT-1
CR-3
CT-1
WS-3
WS-1
SS-1A
FL-1
SS-1B
ST-3
CT-1
WS-1
CR-3
ST-3
SS-1B
CT-1
CT-1
SS-1B
SS-1A
WS-2
CT-1
WS-1
CT-1
WS-4
CT-1CT-1CT-1 CT-1CT-1
3'
2' -8-1/2"
7' -6-1/2"
4'
3' -8"
2'
9' -2-1/2"
5' -4"
3'
7'
7'
1' -3"
3'
6' -11"
3' -10"3' -10"
4' -11-1/2"
2' -6"
3' -7"
2' -5-1/2"
3'
3' -2"
6' -9"
4' -10"
3'
3' -0-1/2"
4' -3"
6' -5-1/2"
3' -10"
1
4C
2
4C
2
4C
3 3
4C
1
4C
2
4C
14C
2 1
1
22
3
4C4C
3
1
4C4C
2
3
3
2 1
1
1 3
2
3
2
1
4C
1
4C
3
2
4C 4C
3
4C
2
4C
1
1
2
4C 4C
1
4C
3
4C
1
4C
3
2
4C
22
2
3
3
4C3
4C
4C
3 3
4C
4C
3
2
4C
4C
3 1
4C
3
4C 4C
3
2
1
4C4C
3
3
2
1
4C
2
4C
4C
3
4C
3 3
4C 4C
3
2
2
4C 4C
1
1
1
11
3
1
1
1
4C
3
4C
3
4C2
3
4C
3
4C
15'
R
SM-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
LOCL-2
SM-1 SM-1
SM-1
SM-1
FOL-2FOL-2FOL-2FOL-2FOL-2
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
SM-1
SM-1
FOL-2 FOL-2 FOL-2 FOL-2 FOL-2FOL-2FOL-2FOL-2
LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3
LOCL-2
LOCL-2
LOCL-2
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-2 LOCL-2 LOCL-2 LOCL-2
FE
C
FE
C
FE
C
FE
C
FE
C
DW
SM
-
1
S
M
-
1
S
M
-
1
SM
-
1
S
M
-
1
SM
-
1
S
M
-
1
SM
-
2
SM
-
1
SM-1
SM
-
1
SM
-
1
SM-1
SM
-
1
FE
C
SM
-
1
INSERTION
POINT
(N)
(N)
(N)
(N)
J
(N)
(N)
(N)
(N)
(N)
J
(N)J
(N)
J
(N)
(N)
(N)(N)(N)(N)(N)
(N)
J
(N)
(N)
(N)
(N)(N)
J
(N)
(N)
5' -6-1/2"
4' -9"
4' -0-1/2"
7' -11"
3' -11-1/2"
5' -6-1/2"
5'
5' -10"
5'
5' -6-1/2"
5'
5' -6-1/2"5' -6-1/2"
5'
7' -10"
7' -8-1/2"
7' -6"
5'
3' -9"
FIELD CUT
WORKSURFACE
AROUND COLUMN.
STATION HAS A
SMALLER WIDTH
OVERHEAD
FIELD CUT
WORKSURFACE
AROUND COLUMN.
STATION HAS A
SMALLER WIDTH
OVERHEAD
FIELD CUT TOP AROUND
COLUMN.
THE OVERHEAD/SLATWALL ARE
SHORTER IN THIS OFFICE DUE
TO THE COLUMN.
FIELD CUT
WORKSURFACE
AROUND COLUMN.
STATION HAS A
SMALLER WIDTH
OVERHEAD
FIELD CUT WORKSURFACE
AROUND COLUMN.
STATION HAS A SMALLER
WIDTH OVERHEAD
FIELD CUT TOP AROUND
COLUMN.
THE OVERHEAD/SLATWALL ARE
SHORTER IN THIS OFFICE DUE
TO THE COLUMN.
WS-1
WS-1 WS-1
CR-4
CR-4
WS-1
CT-1
WS-2
CT-1
SS-1B
ST-3
WS-1
CT-1
WS-3
CT-1
WS-1
WS-1
SS-1B
WS-1 WS-1
SS-1A
CR-4
ST-3
CT-1
SS-1B
CR-3
WS-2
CT-1
WS-1
SS-1B
WS-3
CT-1
ST-3
CT-1
CR-4
CR-4
WS-4
SS-1B
CT-1
SS-1B
CT-1
WS-3
SS-1B
WS-1
TR-1B
SS-1B
ST-3
ST-3
WS-3
SS-1A
CT-1
SS-1B
CT-1
TR-1C
WS-1
ST-3
SS-1B
CT-1
WS-3
ST-3
CT-1
WS-1
ST-3
WS-1
SS-1B
CT-1
WS-1
WS-1
CT-1
CR-4
CT-1
SS-1B
CR-3
CT-1
SS-1B SS-1B
CR-3
ST-3
ST-2
CT-1
SS-1A
CT-1
WS-3
ST-3
CT-1
ST-3ST-3
FL-1
CT-1
SS-1A
SS-1A
WS-3
ST-3
WS-1
CT-1
WS-3
SS-1B
WS-1
SS-1A
CT-1
CT-1
SS-1A
WS-1 WS-1
SS-1B
CT-1
CR-3
CT-1
ST-3 ST-3
TR-1D
CT-1
SS-1A
CT-1
WS-1
SS-1B
SS-1A
SS-1A
CT-1
WS-1
SS-1A
WS-1
ST-3
SS-1B
WS-1
ST-4
CT-1
WS-1
ST-3
ST-3
WS-4
SS-1B
ST-3
ST-3
CT-1
ST-4
WS-3
CT-1
WS-4
WS-3
WS-1
WS-2
WS-3
ST-3
CT-1
CT-1
CT-1
CT-1
CT-1
WS-1
WS-3
WS-1
WS-2
WS-4
CR-3
WS-1
WS-1
CT-1
WS-3
CR-4
SS-1A
SS-1B
CT-1
WS-3
CT-1
CR-3
CT-1
WS-3
WS-1
SS-1A
FL-1
SS-1B
ST-3
CT-1
WS-1
CR-3
ST-3
SS-1B
CT-1
CT-1
SS-1B
SS-1A
WS-2
CT-1
WS-1
CT-1
WS-4
CT-1CT-1CT-1 CT-1CT-1
3'
2' -8-1/2"
7' -6-1/2"
4'
3' -8"
2'
9' -2-1/2"
5' -4"
3'
7'
7'
1' -3"
3'
6' -11"
3' -10"3' -10"
4' -11-1/2"
2' -6"
3' -7"
2' -5-1/2"
3'
3' -2"
6' -9"
4' -10"
3'
3' -0-1/2"
4' -3"
6' -5-1/2"
3' -10"
1
4C
2
4C
2
4C
3 3
4C
1
4C
2
4C
14C
2 1
1
22
3
4C4C
3
1
4C4C
2
3
3
2 1
1
1 3
2
3
2
1
4C
1
4C
3
2
4C 4C
3
4C
2
4C
1
1
2
4C 4C
1
4C
3
4C
1
4C
3
2
4C
22
2
3
3
4C3
4C
4C
3 3
4C
4C
3
2
4C
4C
3 1
4C
3
4C 4C
3
2
1
4C4C
3
3
2
1
4C
2
4C
4C
3
4C
3 3
4C 4C
3
2
2
4C 4C
1
1
1
11
3
1
1
1
4C
3
4C
3
4C2
3
4C
3
4C
15'
FC6
2T
MCP
FT
FC
3
FC3
FT FT FT FT FT
FC3
12345678910
C
D
E
F
G
H
Printer +
copier
Misc.
storage
MECH
003
ELEVATOR-ABAN.
007
FIRE AL.RM
006
MECH-ABAN.
008
ARCHIVES
002
STAFF
OFFICE
001
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
ALL GENDER
RESTROOM
010
OFFICE
017
Work
table
Compact
shelving
Cabinets
Locker &
Cabinets
Snack
Machine
Drink
Machine
Work table
open shelves
Book shelves
Op
e
n
S
h
e
l
v
e
s
STAFF
BREAK
ROOM
004
(E) ELEV.
CONTROL
RM.
005A
OFFICE
016
Compact
shelving
ELECTRICAL
019
ELEV.
CONTROL
018
Existing PAM Cabinet
Ex
i
s
t
i
n
g
M
i
c
r
o
f
i
l
m
Ca
b
i
n
e
t
Ne
w
PA
M
Ca
b
i
n
e
t
New Cabinet
STORAGE
005
Trash/
Recycle
Bin
JANITOR.
023
ALL GENDER
RESTROOM
011
STORAGE
022
002-AA
T
014-DA
4D
014-BA
4D
006-BA
2D
003-BA
4D
TKN2001
TKN2002
TKN2003
001-EA
O
2D
001-EB
O
2D
001-ED
O
2D
001-EC
O
2D
001-EE
O
2D
001-EF
O
2D
001-EG
O
2D
001-EH
O
2D
001-GA
O
2D
001-GB
O
2D
001-GC
O
2D
001-GD
O
2D
001-GE
O
2D
001-GF
O
2D
001-GG
O
2D
001-GH
O
2D
001-IA
O
2D
001-IB
O
2D
001-IC
O
2D
001-ID
O
2D
001-IE
O
2D
001-IF
O
2D
001-IG
O
2D
001-IH
O
2D
001-JA
O
2D
001-JB
O
2D
001-JC
O
2D
001-JD
O
2D
001-FA
O
2D
001-FB
O
2D
001-FD
O
2D
001-FC
O
2D
001-FE
O
2D
001-FF
O
2D
001-FG
O
2D
001-FH
O
2D
001-HA
O
2D
001-HB
O
2D
001-HD
O
2D
001-HC
O
2D
001-HF
O
2D
001-HE
O
2D
001-HH
O
2D
001-HG
O
2D
001-CA
2D
001-CB
2D
001-CC
2D
018-AA
2D
ELEC-BA
4D
TKN2003
TKN2005
TKN2001
004-AA
T
005A-DA
1D
STORAGE
005
001-JE
O
2D
001-JF
O
2D
001-JG
O
2D
001-JH
O
2D
10
2
"
29"
001-KA
2D
1
ASI 009
001-LA
2D
1
ASI 009
1
ASI 009
1
ASI 009 1
ASI 009
1
ASI 009 1
ASI 009
1
ASI 009
1
ASI 009
1
ASI 009
1
ASI 009
1
ASI 009
1
ASI 009
1
ASI 009
012-DA
4D
1
ASI 009 013-DA
4D
1
ASI 009
014-EA
4D
1
ASI 009
014-DB
A
2D
015-DA
4D
1
ASI 009
016-DA
4D
1
ASI 009
017-DA
4D
1
ASI 009
1
ASI 009
001-MA
4D
1
ASI 009
002-EA
4D
1
ASI 009
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT
ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
TN2.1-0
COMMUNICATIONS
FLOOR PLAN -
BASEMENT
1/8" = 1'-0"1 COMMUNICATIONS FLOOR PLAN - BASEMENT
KEYNOTES
TKN2001 COORDINATE LOCATION WITH THE WORK OF DIVISION 14.
TKN2002 COORDINATE LOCATION WITH THE WORK OF DIVISIONS 22, 23 & 25.
TKN2003 COORDINATE LOCATION WITH THE WORK OF DIVISION 26.
TKN2005 LOCATE TWO-WAY COMMUNICATIONS MASTER CONTROL PANEL ADJACENT
TO FIRE ALARM CONTROL PANEL - SEE ELECTRICAL/FIRE ALARM PLANS.
SHEET NOTE
1. STRUCTURED CABLING WORK OF THIS SHEET, UNLESS OTHERWISE NOTED, TO BE
PROVIDED UNDER THE WORK OF A SEPARATE “E-RATE”/FCC SCHOOLS AND LIBRARY
FUND CONTRACTOR USING PATHWAYS INSTALLED UNDER THE WORK OF THIS
PROJECT.
REV # DESCRIPTION DATE
ASI 009 06/02/2025
FC6
FT
FT
12345678910
C
D
E
F
G
H
YOUTH
STACKS
117
BOOKMOBILE
ROOM
103
STAFF-WOMEN
RESTROOM
104
STAFF MEN
RESTROOM
105
MEN RR
110 WOMEN RR
111
JAN. RM
112
MECH.
113
ALL GENDER
RESTROOM
114
ALL GENDER
RESTROOM
115
ADULT
STACKS
119
YOUTH
STACKS
118
GREAT
READING
ROOM
101
FIREPLACE
ROOM
122 I.T.
106
SORTING
123
STORAGE
108
BOOKSTORE
109
TODDLERS
AND
INFANTS
120
FAMILY
ZONE
121
OFFICE
103A
NURSING/SENSORY
116
STORAGE
124
MEETING/COMMUNITY
ROOM
102
VESTIBULE
107
VESTIBULE
100
TN4.1-0
1
117-HA
2D
117-FA
2D
108-AA
2D
123-EA
2D
123-BA
2D
123-DA
2D
103-CB
2D
102-DA
2D
103-DA
2D
103-BA
2D
102-AA
6D
102-CE
2D
102-CB
2D
102-CA
2D
100-AB
2D
122-DA
2D
TKN2004
103-CA
2D
103-EA
O
2D
103-EB
O
2D 103A-BA
4D
101-CD
6D
117-EB
1D
117-EA
1D
TKN2010
TKN2010
101-EA
6D 101-EB
4D
107-EA
1D
TKN2010
TKN2010
TKN2010
101-CC
1D
TKN2010 TKN2010
101-CA
6D
106-DA
3D
102-EA
4D
102-CC
A
2D
102-CD
A
2D
102-EB
4D
102-DB
A
2D
123-EB
2D
123-AA
2D
123-DB
1D
107-BE
A
1D
FP4
TKN2010
TKN2012
TKN2013
FP4 FP4
FP4 FP4
FP6 FP6
101-FA
4D
101-FB
4D
FP4 101-FC
2D
FP4 FP4
TKN0029
FP4
100-EA
1D
107-EB
1D
101-CB
1D
FP6
101-FD
4D
FP6
101-FE
4D
100-AA
A
1D
101-AA
A
1D
101-AB
A
1D
101-AC
2D
107-BA
1D
107-BB
1D
107-BC
1D
107-BD
1D
1
RFI 141
1
RFI 141 ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT
ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
TN2.1-1
COMMUNICATIONS
FLOOR PLAN -
FIRST FLOOR
1/8" = 1'-0"1 COMMUNICATIONS FLOOR PLAN - FIRST FLOOR
KEYNOTES
TKN0029 (3) 4" C.
TKN2004 COORDINATE LOCATION WITH THE WORK OF DIVISION 28.
TKN2010 COORDINATE WITH LOCATION OF RFID BOOK GATE STATION LOCATIONS.
TKN2012 SURFACE MOUNT IN AV RACK - COORDINATE WITH LOCATION OF RACK AS
SHOWN ON TA SHEETS AND WORK OF SECTION 27 41 16.
TKN2013 FOR USE WITH BOOK DROP - COORDINATE WITH WORK OF BOOK DROP.
SHEET NOTE
1. STRUCTURED CABLING WORK OF THIS SHEET, UNLESS OTHERWISE NOTED, TO BE
PROVIDED UNDER THE WORK OF A SEPARATE “E-RATE”/FCC SCHOOLS AND LIBRARY
FUND CONTRACTOR USING PATHWAYS INSTALLED UNDER THE WORK OF THIS
PROJECT.
REV # DESCRIPTION DATE
1 RFI 141 04.23.2025
12345678910
C
D
E
F
G
H
STAFF
OFFICE
001
MECH
003
ALL GENDER
RESTROOM
010
STAFF
MEETING
ROOM
014
OFFICE
013
OFFICE
012
ARCHIVES
002
ELEV.
CONTROL
018
FIRE AL.RM
006
ELEVATOR-ABAN.
007
MECH-ABAN.
008
(E) ELEV.
CONTROL
RM.
005A
STAFF
BREAK
ROOM
004
OFFICE
015
OFFICE
016
OFFICE
017
STORAGE
005
STAFF
OFFICE
001
ALL GENDER
RESTROOM
011
004-ZA
W
2D
016-ZA
W
2D
MECH-ZA
W
2D
002-ZA
W
2D
001-ZA
W
2D
001-ZB
W
2D
CORR-ZA
W
2D
TKN0405
TKN0029
TKN0019TKN1005
TKN1005
TKN1004
TKN1005
TKN1005
TKN1004
TKN1005
TKN1005
TKN1004
009-YA
1D
001-YA
1D
TKN1007
TKN1007
J18
TKN1004
TKN1004
TKN1004
TKN1005
TKN1004
TKN0008
TKN1005
TKN0405 TKN0405TKN0405TKN0405TKN0405TKN0405TKN0405
TKN1004
TKN1005
TKN1004
TKN1005
TKN1004
TKN1004 1
RFI 159, RFI 161
1
RFI 157, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 1611
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
1
RFI 159, RFI 161
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT
ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
TN6.1-0
COMMUNICATIONS
RCP - BASEMENT
1/8" = 1'-0"1 COMMUNICATIONS RCP - BASEMENT
KEYNOTES
TKN0008 3" C.
TKN0019 (2) 4" C.
TKN0029 (3) 4" C.
TKN0405 18-2 CTW SUPPORTED FROM DECK. CTW LENGTH TO FIT BETWEEN BEAM.
PROVIDE 6" GAP FROM SIDE OF BEAM TO CTW.
TKN1004 RE-USE EXISTING CABLE TRAY AS INDICATED ON THE REFLECTED CEILING
PLAN AND EXTEND EXISTING CABLE TRAY TO CTW.
TKN1005
ADJUST EXISTING CABLE TRAY HEIGHT ABOVE CEILING LINE. CUT (E) CABLE
TRAY LENGTH TO FIT BETWEEN BEAM, PROVIDE 6" GAP FROM SIDE OF
BEAM TO (E) CABLE TRAY AND GRIND EDGE OF (E) CABLE TRAY FOR A
SMOOTH FINISH.
TKN1007 WAO FOR SECURITY CAMERA. SEE TY SERIES DRAWING FOR EXACT
LOCATION.
SHEET NOTE
1. STRUCTURED CABLING WORK OF THIS SHEET, UNLESS OTHERWISE NOTED, TO BE
PROVIDED UNDER THE WORK OF A SEPARATE "E-RATE"/FCC SCHOOLS AND LIBRARY
FUND CONTRACTOR USING PATHWAYS INSTALLED UNDER THE WORK OF THIS
PROJECT.
2. "E-RATE" CONTRACTOR IS RESPONSIBLE TO PROVIDE THEIR OWN J-HOOKS/CABLE
HOOKS AS REQUIRED.
3. ABOVE CEILING BASKET TRAY CABLE SUPPORT -TYPE CTW - WHERE INDICATED, TO
BE PROVIDED UNDER THE WORK OF THE BASE BUILDING CONSTRUCTION CONTRACT.
REV # DESCRIPTION DATE
RFI 159, RFI 161 05/19/2025
1
RFI 159, RFI 161
1
RFI 159, RFI 161
Pl
a
t
e
S
t
a
t
i
o
n
N
o
.
Ro
o
m
N
o
.
Ro
o
m
N
a
m
e
"F
"
T
y
p
e
C
o
n
n
e
c
t
o
r
Ca
t
.
6
J
a
c
k
C
o
u
n
t
U
T
P
6
-
4
Ca
t
.
6
J
a
c
k
C
o
u
n
t
U
T
P
6
-
4
O
P
TO
T
A
L
F
I
L
L
Ca
t
6
C
k
t
#
1
L
a
b
e
l
i
n
g
Ca
t
6
C
k
t
#
2
L
a
b
e
l
i
n
g
Ca
t
6
C
k
t
#
3
L
a
b
e
l
i
n
g
Ca
t
6
C
k
t
#
4
L
a
b
e
l
i
n
g
Ca
t
6
C
k
t
#
5
L
a
b
e
l
i
n
g
Ca
t
6
C
k
t
#
6
L
a
b
e
l
i
n
g
"F
"
C
o
n
n
e
c
t
o
r
C
k
t
L
a
b
e
l
i
n
g
UT
P
6
-
4
F
I
L
L
RG
-
6
M
F
I
L
L
Ho
m
e
R
u
n
L
o
c
a
t
i
o
n
No
t
e
s
BASEMENT
001-CA 001 STAFF OFFICE 0 2 0 2 0001 0002 2 IT ROOM 106
001-CB 0 2 0 2 0003 0004 2 IT ROOM 106
001-CC 0 2 0 2 0005 0006 2 IT ROOM 106
001-EA 0 2 0 2 0007 0008 2 IT ROOM 106
001-EB 0 2 0 2 0009 0010 2 IT ROOM 106
001-EC 0 2 0 2 0011 0012 2 IT ROOM 106
001-ED 0 2 0 2 0013 0014 2 IT ROOM 106
001-EE 0 2 0 2 0015 0016 2 IT ROOM 106
001-EF 0 2 0 2 0017 0018 2 IT ROOM 106
001-EG 0 2 0 2 0019 0020 2 IT ROOM 106
001-EH 0 2 0 2 0021 0022 2 IT ROOM 106
001-FA 0 2 0 2 0023 0024 2 IT ROOM 106
001-FB 0 2 0 2 0025 0026 2 IT ROOM 106
001-FC 0 2 0 2 0027 0028 2 IT ROOM 106
001-FD 0 2 0 2 0029 0030 2 IT ROOM 106
001-FE 0 2 0 2 0031 0032 2 IT ROOM 106
001-FF 0 2 0 2 0033 0034 2 IT ROOM 106
001-FG 0 2 0 2 0035 0036 2 IT ROOM 106
001-FH 0 2 0 2 0037 0038 2 IT ROOM 106
001-GA 0 2 0 2 0039 0040 2 IT ROOM 106
001-GB 0 2 0 2 0041 0042 2 IT ROOM 106
001-GC 0 2 0 2 0043 0044 2 IT ROOM 106
001-GD 0 2 0 2 0045 0046 2 IT ROOM 106
001-GE 0 2 0 2 0047 0048 2 IT ROOM 106
001-GF 0 2 0 2 0049 0050 2 IT ROOM 106
001-GG 0 2 0 2 0051 0052 2 IT ROOM 106
001-GH 0 2 0 2 0053 0054 2 IT ROOM 106
001-HA 0 2 0 2 0055 0056 2 IT ROOM 106
001-HB 0 2 0 2 0057 0058 2 IT ROOM 106
001-HC 0 2 0 2 0059 0060 2 IT ROOM 106
001-HD 0 2 0 2 0061 0062 2 IT ROOM 106
001-HE 0 2 0 2 0063 0064 2 IT ROOM 106
001-HF 0 2 0 2 0065 0066 2 IT ROOM 106
001-HG 0 2 0 2 0067 0068 2 IT ROOM 106
001-HH 0 2 0 2 0069 0070 2 IT ROOM 106
001-IA 0 2 0 2 0071 0072 2 IT ROOM 106
001-IB 0 2 0 2 0073 0074 2 IT ROOM 106
001-IC 0 2 0 2 0075 0076 2 IT ROOM 106
001-ID 0 2 0 2 0077 0078 2 IT ROOM 106
001-IE 0 2 0 2 0079 0080 2 IT ROOM 106
001-IF 0 2 0 2 0081 0082 2 IT ROOM 106
001-IG 0 2 0 2 0083 0084 2 IT ROOM 106
001-IH 0 2 0 2 0085 0086 2 IT ROOM 106
001-JA 0 2 0 2 0087 0088 2 IT ROOM 106
001-JB 0 2 0 2 0089 0090 2 IT ROOM 106
001-JC 0 2 0 2 0091 0092 2 IT ROOM 106
001-JD 0 2 0 2 0093 0094 2 IT ROOM 106
001-JE 0 2 0 2 0095 0096 2 IT ROOM 106
001-JF 0 2 0 2 0097 0098 2 IT ROOM 106
001-JG 0 2 0 2 0099 0100 2 IT ROOM 106
001-JH 0 2 0 2 0101 0102 2 IT ROOM 106
001-KA 0 2 0 2 0103 0104 2 IT ROOM 106
001-LA 0 2 0 2 0105 0106 2 IT ROOM 106
001-MA 0 4 0 4 0107 0108 0109 0110 4 IT ROOM 106
001-YA 0 1 0 1 0111 1 IT ROOM 106
001-ZA 0 2 0 2 0112 0113 2 IT ROOM 106
001-ZB 0 2 0 2 0114 0115 2 IT ROOM 106
002-AA 002 ARCHIVES 0 1 0 1 0116 1 IT ROOM 106
002-EA 0 4 0 4 0117 0118 0119 0120 4 IT ROOM 106
002-ZA 0 2 0 2 0121 0122 2 IT ROOM 106
003-BA 003 MECH 0 4 0 4 0123 0124 0125 0126 4 IT ROOM 106
003-ZA 0 2 0 2 0127 0128 2 IT ROOM 106
004-AA 004 STAFF BREAK ROOM 0 1 0 1 0129 1 IT ROOM 106
004-ZA 0 2 0 2 0130 0131 2 IT ROOM 106
005A-DA 005A (E) ELEV. CONTROL RM 0 1 0 1 0132 1 IT ROOM 106
006-BA 006 FIRE ALARM 0 2 0 2 0133 0134 2 IT ROOM 106
009-YA 009 VESTIBULE 0 1 0 1 0135 1 IT ROOM 106
012-DA 012 OFFICE 0 4 0 4 0136 0137 0138 0139 4 IT ROOM 106
013-DA 013 OFFICE 0 4 0 4 0140 0141 0142 0143 4 IT ROOM 106
014-BA 014 STAFF MEETING ROOM 0 4 0 4 0144 0145 0146 0147 4 IT ROOM 106
014-DA 0 4 0 4 0148 0149 0150 0151 4 IT ROOM 106
014-DB 0 2 0 2 0152 0153 2 IT ROOM 106
014-EA 0 4 0 4 0154 0155 0156 0157 4 IT ROOM 106
015-DA 015 OFFICE 0 4 0 4 0158 0159 0160 0161 4 IT ROOM 106
016-DA 016 OFFICE 0 4 0 4 0162 0163 0164 0165 4 IT ROOM 106
016-ZA 0 2 0 2 0166 0167 2 IT ROOM 106
017-DA 017 OFFICE 0 2 0 2 0168 0169 2 IT ROOM 106
018-AA 018 ELEV CONTROL 0 2 0 2 0170 0171 2 IT ROOM 106
ELEC-BA ELEC ELECTRICAL 0 4 0 4 0172 0173 0174 0175 4 IT ROOM 106
CORR-ZA CORR ?0 2 0 2 0176 0177 2 IT ROOM 106
TOTAL - BASEMENT 0 177 0 177 0 177 0
Min. 48 port patch panel req.4 4
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SITE PLAN
EXT-YQ EXT EXTERIOR 0 1 1 0001 1 IT 106
EXT-YR 0 1 1 0002 1 IT 106
EXT-YS 0 1 1 0003 1 IT 106
EXT-YT 0 1 1 0004 1 IT 106
EXT-YU 0 1 1 0005 1 IT 106
EXT-ZA 0 2 2 0006 0007 2 IT 106
EXT-ZB 0 2 2 0008 0009 2 IT 106
TOTAL - SITE PLAN 0 9 0 9 0 9 0
Min. 48 port patch panel req.1 1
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT
ARN
NO.
SE
LICNE
C-27893
D
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HIT
ARC
DAVID SCHNEE
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5 06
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2
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90
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+
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4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
TN8.0-1
SITE PLAN &
BASEMENT DEVICE
SCHEDULES
REV # DESCRIPTION DATE
ASI 009 06/02/2025
1
ASI 009
1
ASI 009
1
ASI 009
1
ASI 009
1
ASI 009
1
ASI 009
1
ASI 009
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FIRST FLOOR
100-AA 100 VESTIBULE 0 2 0 2 0001 0002 2 IT ROOM 106
100-EA 0 1 0 1 0003 1 IT ROOM 106
100-YA 0 1 0 1 0004 1 IT ROOM 106
101-AA 101 GREAT READING ROOM 0 1 0 1 0005 1 IT ROOM 106
101-AB 0 1 0 1 0006 1 IT ROOM 106
101-AC 0 2 0 2 0007 0008 2 IT ROOM 106
101-CA 0 6 0 6 0009 0010 0011 0012 0013 0014 6 IT ROOM 106
101-CB 0 1 0 1 0015 1 IT ROOM 106
101-CC 0 1 0 1 0016 1 IT ROOM 106
101-CD 0 6 0 6 0017 0018 0019 0020 0021 0022 6 IT ROOM 106
101-EA 0 4 0 4 0023 0024 0025 0026 4 IT ROOM 106
101-EB 0 4 0 4 0027 0028 0029 0030 4 IT ROOM 106
101-FA 0 4 0 4 0031 0032 0033 0034 4 IT ROOM 106
101-FB 0 4 0 4 0035 0036 0037 0038 4 IT ROOM 106
101-FC 0 2 0 2 0039 0040 2 IT ROOM 106
101-FD 0 4 0 4 0041 0042 0043 0044 4 IT ROOM 106
101-FE 0 4 0 4 0045 0046 0047 0048 4 IT ROOM 106
101-YA 0 1 0 1 0049 1 IT ROOM 106
101-YB 0 1 0 1 0050 1 IT ROOM 106
101-YC 0 1 0 1 0051 1 IT ROOM 106
101-YD 0 1 0 1 0052 1 IT ROOM 106
102-AA 102 MEETING COMMUNITY ROOM 0 6 0 6 0053 0054 0055 0056 0057 0058 6 IT ROOM 106
102-CA 0 2 0 2 0059 0060 2 IT ROOM 106
102-CB 0 2 0 2 0061 0062 2 IT ROOM 106
102-CC 0 2 0 2 0063 0064 2 IT ROOM 106
102-CD 0 2 0 2 0065 0066 2 IT ROOM 106
102-CE 0 2 0 2 0067 0068 2 IT ROOM 106
102-DA 0 2 0 2 0069 0070 2 IT ROOM 106
102-DB 0 2 0 2 0071 0072 2 IT ROOM 106
102-EA 0 4 0 4 0073 0074 0075 0076 4 IT ROOM 106
102-EB 0 4 0 4 0077 0078 0079 0080 4 IT ROOM 106
102-ZA 0 2 0 2 0081 0082 2 IT ROOM 106
102-ZB 0 2 0 2 0083 0084 2 IT ROOM 106
103-BA 103 BOOKMOBILE ROOM 0 2 0 2 0085 0086 2 IT ROOM 106
103-CA 0 2 0 2 0087 0088 2 IT ROOM 106
103-CB 0 2 0 2 0089 0090 2 IT ROOM 106
103-DA 0 2 0 2 0091 0092 2 IT ROOM 106
103-EA 0 2 0 2 0093 0094 2 IT ROOM 106
103-EB 0 2 0 2 0095 0096 2 IT ROOM 106
103-ZA 0 2 0 2 0097 0098 2 IT ROOM 106
103A-BA 103A OFFICE 0 4 0 4 0099 0100 0101 0102 4 IT ROOM 106
106-DA 106 IT 0 3 0 3 0103 0104 0105 3 IT ROOM 106
107-BA 107 VESTIBULE 0 1 0 1 0106 1 IT ROOM 106
107-BB 0 1 0 1 0107 1 IT ROOM 106
107-BC 0 1 0 1 0108 1 IT ROOM 106
107-BD 0 1 0 1 0109 1 IT ROOM 106
107-BE 0 1 0 1 0110 1 IT ROOM 106
107-EA 0 1 0 1 0111 1 IT ROOM 106
107-EB 0 1 0 1 0112 1 IT ROOM 106
107-YB 0 1 0 1 0113 1 IT ROOM 106
108-AA 108 STORAGE 0 2 0 2 0114 0115 2 IT ROOM 106
117-EA 117 YOUTH STACK 0 1 0 1 0116 1 IT ROOM 106
117-EB 0 1 0 1 0117 1 IT ROOM 106
117-FA 0 2 0 2 0118 0119 2 IT ROOM 106
117-HA 0 2 0 2 0120 0121 2 IT ROOM 106
117-ZA 0 2 0 2 0122 0123 2 IT ROOM 106
117-ZB 0 2 0 2 0124 0125 2 IT ROOM 106
117-YA 0 1 0 1 0126 1 IT ROOM 106
117-YB 0 1 0 1 0127 1 IT ROOM 106
120-ZA 120 TODDLERS AND INFANTS 0 2 0 2 0128 0129 2 IT ROOM 106
120-YA 0 1 0 1 0130 1 IT ROOM 106
120-YB 0 1 0 1 0131 1 IT ROOM 106
122-DA 122 FIRE PLACE ROOM 0 2 0 2 0132 0133 2 IT ROOM 106
122-ZA 0 2 0 2 0134 0135 2 IT ROOM 106
123-AA 123 SORTING 0 2 0 2 0136 0137 2 IT ROOM 106
123-BA 0 2 0 2 0138 0139 2 IT ROOM 106
123-DA 0 2 0 2 0140 0141 2 IT ROOM 106
123-DB 0 1 0 1 0142 1 IT ROOM 106
123-EA 0 2 0 2 0143 0144 2 IT ROOM 106
123-EB 0 2 0 2 0145 0146 2 IT ROOM 106
123-ZA 0 2 0 2 0147 0148 2 IT ROOM 106
0 0 0 0
EXT-YC EXT EXTERIOR 0 1 0 1 0149 1 IT ROOM 106
EXT-YD 0 1 0 1 0150 1 IT ROOM 106
EXT-YE 0 1 0 1 0151 1 IT ROOM 106
EXT-YF 0 1 0 1 0152 1 IT ROOM 106
EXT-YG 0 1 0 1 0153 1 IT ROOM 106
EXT-YH 0 1 0 1 0154 1 IT ROOM 106
EXT-YI 0 1 0 1 0155 1 IT ROOM 106
EXT-YJ 0 1 0 1 0156 1 IT ROOM 106
EXT-YK 0 1 0 1 0157 1 IT ROOM 106
EXT-YL 0 1 0 1 0158 1 IT ROOM 106
EXT-YM 0 1 0 1 0159 1 IT ROOM 106
EXT-YN 0 1 0 1 0160 1 IT ROOM 106
EXT-YO 0 1 0 1 0161 1 IT ROOM 106
EXT-YP 0 1 0 1 0162 1 IT ROOM 106
EXT-YQ 0 1 0 1 0163 1 IT ROOM 106
TOTAL - FIRST FLOOR 0 162 0 162 0 162 0
Min. 48 port patch panel req.4 4
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SECOND FLOOR
200-EA 200 ADULT STACKS 0 4 0 4 0001 0002 0003 0004 4 IT ROOM 106
200-YA 0 1 0 1 0005 1 IT ROOM 106
200-YB 0 1 0 1 0006 1 IT ROOM 106
200-YC 0 1 0 1 0007 1 IT ROOM 106
200-ZA 0 2 0 2 0008 0009 2 IT ROOM 106
200-ZB 0 2 0 2 0010 0011 2 IT ROOM 106
200-ZC 0 2 0 2 0012 0013 2 IT ROOM 106
200-ZD 0 2 0 2 0014 0015 2 IT ROOM 106
200-ZE 0 2 0 2 0016 0017 2 IT ROOM 106
200-ZF 0 2 0 2 0018 0019 2 IT ROOM 106
200A-YA 200A VESTIBULE SEATING 0 2 0 2 0020 0021 2 IT ROOM 106
201-AA 201 STUDY 0 2 0 2 0022 0023 2 IT ROOM 106
201-BA 0 2 0 2 0024 0025 2 IT ROOM 106
201-BB 0 1 0 1 0026 1 IT ROOM 106
202-CA 202 STUDY 0 2 0 2 0027 0028 2 IT ROOM 106
202-CB 0 1 0 1 0029 1 IT ROOM 106
0 0 0 0
211-CA 211 YOUNG ADULT 0 2 0 2 0030 0031 2 IT ROOM 106
211-CB 0 2 0 2 0032 0033 2 IT ROOM 106
211-DA 0 1 0 1 0034 1 IT ROOM 106
211-DB 0 2 0 2 0035 0036 2 IT ROOM 106
211-DC 0 6 0 6 0037 0038 0039 0040 0041 0042 6 IT ROOM 106
211-YA 0 1 0 1 0043 1 IT ROOM 106
211-ZA 0 2 0 2 0044 0045 2 IT ROOM 106
211A-BA 211A YA STUDY BOOTH 0 1 0 1 0046 1 IT ROOM 106
211A-BB 0 2 0 2 0047 0048 2 IT ROOM 106
212-BA 212 MAKER SPACE 0 2 0 2 0049 0050 2 IT ROOM 106
212-CA 0 2 0 2 0051 0052 2 IT ROOM 106
212-CB 0 2 0 2 0053 0054 2 IT ROOM 106
212-DA 0 2 0 2 0055 0056 2 IT ROOM 106
212-DB 0 2 0 2 0057 0058 2 IT ROOM 106
212-DC 0 1 0 1 0059 1 IT ROOM 106
212-EA 0 4 0 4 0060 0061 0062 0063 4 IT ROOM 106
212-ZA 0 2 0 2 0064 0065 2 IT ROOM 106
213-BA 213 VIDEO EDITING BOOTH 0 2 0 2 0066 0067 2 IT ROOM 106
213-DA 0 2 0 2 0068 0069 2 IT ROOM 106
214-AA 214 VIDEO RECORDING BOOTH 0 2 0 2 0070 0071 2 IT ROOM 106
216-DA 216 MAKER STORAGE 0 2 0 2 0072 0073 2 IT ROOM 106
216-EA 0 4 0 4 0074 0075 0076 0077 4 IT ROOM 106
216-YA 0 1 0 1 0078 1 IT ROOM 106
220-BA 220 STUDY 0 2 0 2 0079 0080 2 IT ROOM 106
221-CA 221 STUDY 0 1 0 1 0081 1 IT ROOM 106
221-CB 0 2 0 2 0082 0083 2 IT ROOM 106
222-AA 222 HIDTORY 0 2 0 2 0084 0085 2 IT ROOM 106
222-BA 0 2 0 2 0086 0087 2 IT ROOM 106
222-BB 0 2 0 2 0088 0089 2 IT ROOM 106
222-DA 0 2 0 2 0090 0091 2 IT ROOM 106
222-EA 0 2 0 2 0092 0093 2 IT ROOM 106
222-EB 0 4 0 4 0094 0095 0096 0097 4 IT ROOM 106
222-YA 0 1 0 1 0098 1 IT ROOM 106
223-CA 223 OFFICE 0 4 0 4 0099 0100 0101 0102 4 IT ROOM 106
224-AA 224 STAFF OFFICE 0 2 0 2 0103 0104 2 IT ROOM 106
224-AB 0 2 0 2 0105 0106 2 IT ROOM 106
224-CA 0 2 0 2 0107 0108 2 IT ROOM 106
224-DA 0 2 0 2 0109 0110 2 IT ROOM 106
224-ZA 0 2 0 2 0111 0112 2 IT ROOM 106
225-CA 225 STAFF OFFICE 0 4 0 4 0113 0114 0115 0116 4 IT ROOM 106
226-CA 226 OFFICE 0 4 0 4 0117 0118 0119 0120 4 IT ROOM 106
226-ZA 0 2 0 2 0121 0122 2 IT ROOM 106
TOTAL - SECOND FLOOR 0 122 0 122 0 122 0
Min. 48 port patch panel req.3 3
ST
09-30-2025
O
ARCHITECT
FOFCALE
REN.
AT
ARN
NO.
SE
LICNE
C-27893
D
T
EC
HIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
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CR
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,N I N G
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TCEI T
SC
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N
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7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
TN8.0-2
FIRST & SECOND
FLOOR DEVICE
SCHEDULES
REV # DESCRIPTION DATE
1 RFI 141 04.23.2025
1
RFI 141
1
RFI 141
1
RFI 141
1
RFI 141
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 May 07, 2025
DOOR HARDWARE 087100-1
SECTION 08 71 00 - DOOR HARDWARE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions
of Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes items known commercially as finish or door hardware that are required for
swing, sliding, and folding doors, except special types of unique hardware specified in the same
sections as the doors and door frames on which they are installed.
B. This Section includes the following, but is not necessarily limited to:
1. Door Hardware, including electric hardware.
2. Storefront and Entrance door hardware.
3. Thresholds, gasketing and weather-stripping.
C. Related Sections: The following sections are noted as containing requirements that relate to this
Section, but may not be limited to this listing.
D.
1. Division 8: Section – Hollow Metal Doors and Frames.
2. Division 8: Section - Flush Wood Doors.
3. Division 8: Section - Aluminum Storefront.
4. Division 28: Section - Fire/Life-Safety Systems & Security Access Systems.
1.3 REFERENCES (USE DATE OF STANDARD IN EFFECT AS OF BID DATE.)
A. 2022 California Building Code, CCR, Title 24.
B. BHMA – Builders’ Hardware Manufacturers Association
C. CCR – California Code of Regulations, Title 24, Part 2, California State Accessibility Standards.
D. DHI – Door and Hardware Institute
E. NFPA - National Fire Protection Association.
1. NFPA 80 - Fire Doors and Other Opening Protectives
2. NFPA 105 - Smoke and Draft Control Door Assemblies
F. UL - Underwriters Laboratories.
1. UL 10C - Fire Tests of Door Assemblies
2. UL 305 - Panic Hardware
G. WHI - Warnock Hersey Incorporated
H. SDI - Steel Door Institute
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
May 07, 2025 Group 4 Project No. 22575-01
087100-2 DOOR HARDWARE
1.4 SUBMITTALS & SUBSTITUTIONS
A. General: Submit in accordance with Conditions of the Contract and Division 1 Specification
sections.
B. Submit product data (catalog cuts) including manufacturers' technical product information for
each item of door hardware, installation instructions, maintenance of operating parts and finish,
and other information necessary to show compliance with requirements.
C. Submit six (6) copies of schedule organized vertically into “Hardware Sets” with index of doors
and headings, indicating complete designations of every item required for each door or opening.
Include following information:
1. Include a Cover Sheet with;
a. Job Name, location, telephone number.
b. Architects name, location and telephone number.
c. Contractors name, location, telephone number and job number.
d. Suppliers name, location, telephone number and job number.
e. Hardware consultant's name, location and telephone number.
2. Job Index information included;
a. Numerical door number index including; door number, hardware heading number
and page number.
b. Complete keying information (referred to DHI hand-book "Keying Systems and
Nomenclature"). Provision should be made in the schedule to provide keying
information when available; if it is not available at the time the preliminary schedule
is submitted.
c. Manufacturers' names and abbreviations for all materials.
d. Explanation of abbreviations, symbols, and codes used in the schedule.
e. Mounting locations for hardware.
f. Clarification statements or questions.
g. Catalog cuts and manufacturer’s technical data and instructions.
3. Vertical schedule format sample:
Heading Number 1 (Hardware group or set number – HW -1)
(a) 1 Single Door #1 - Exterior from Corridor 101 (b) 90° (c) RH
(d) 3' 0"x7' 0" x 1-3/4" x (e) 20 Minute (f) WD x HM
(g) 1 (h) (i) ea (j) Hinges - (k) 5BB1HW 4.5 x 4.5 NRP (l) ½ TMS (m) 626 (n) IVE
2 6AA 1 ea Lockset - ND50PD x RHO x RH x 10-025 x JTMS 626 SCH
(a) - Single or pair with opening number and location. (b) - Degree of opening (c) - Hand
of door(s) (d) - Door and frame dimensions and door thickness. (e) - Label requirements
if any. (f) - Door by frame material. (g) - (Optional) Hardware item line #. (h) - Keyset
Symbol. (i) - Quantity. (j) - Product description. (k) - Product Number. (l) - Fastenings
and other pertinent information. (m) - Hardware finish codes per ANSI A156.18. (n) -
Manufacture abbreviation.
D. Make substitution requests in accordance with Division 1. Substitution requests must be made
prior to bid date. Include product data and indicate benefit to the project. Furnish samples of any
proposed substitution.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 May 07, 2025
DOOR HARDWARE 087100-3
E. Wiring Diagrams: Provide product data and wiring and riser diagrams for all electrical products
listed in the Hardware Schedule portion of this section.
F. Keying Schedule: Submit separate detailed schedule indicating clearly how the City's final
instructions on keying of locks has been fulfilled.
G. Templates for doors, frames, and other work specified to be factory prepared for the installation
of door hardware. Check shop drawings of other work to confirm that adequate provisions are
made for locating and installing door hardware to comply with indicated requirements.
H. Furnish as-built/as-installed schedule with close-out documents, including keying schedule and
transcript, wiring/riser diagrams, manufacturers’ installation and adjustment and maintenance
information.
I. LEED Certification Points: Submit information and certifications necessary to achieve maximum
points for LEED certification; coordinate and cooperate with Owner and Architect in providing
information necessary for required LEED rating.
1.5 QUALITY ASSURANCE
A. Obtain each type of hardware (latch and lock sets, hinges, closers, exit devices, etc.) from a single
manufacturer.
B. Supplier Qualifications: A recognized architectural door hardware supplier, with warehousing
facilities in the project's vicinity, that has a record of successful in-service performance for
supplying door hardware similar in quantity, type, and quality to that indicated for this project and
that employs an experienced architectural hardware consultant (AHC) who is available to Owner,
Architect, and Contractor, at reasonable times during the course of the Work, for consultation.
1. Responsible for detailing, scheduling and ordering of finish hardware.
2. Meet with Owner to finalize keying requirements and to obtain final instructions in writing.
3. Stock parts for products supplied and are capable of repairing and replacing hardware
items found defective within warranty periods.
C. Hardware Installer: Company specializing in the installation of commercial door hardware with
five years documented experience.
D. Fire-Rated Openings: Provide door hardware for fire-rated openings that complies with NFPA
Standard No. 80 and requirements of authorities having jurisdiction. Provide only items of door
hardware that are listed and tested by UL or Warnock Hersey for given type/size opening and
degree of label. Provide proper latching hardware, door closers, approved-bearing hinges and
seals whether listed in the Hardware Schedule or not.
1. Where emergency exit devices are required on fire-rated doors, (with supplementary
marking on doors' UL labels indicating "Fire Door to be Equipped with Fire Exit Hardware")
provide UL label on exit devices indicating "Fire Exit Hardware".
E. Exit Doors: Operable from inside with single motion without the use of a key or special knowledge
or effort.
F. Product packaging to be labelled in compliance with CA Prop 65, Safe Drinking Water and Toxic
Enforcement Act of 1986.
1.6 DELIVERY, STORAGE AND HANDLING
A. Coordinate delivery of packaged hardware items to the appropriate locations (shop or field) for
installation.
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B. Hardware items shall be individually packaged in manufacturers’ original containers, complete
with proper fasteners. Clearly mark packages on outside to indicate contents and locations in
hardware schedule and in work.
C. Provide locked storage area for hardware, protect from moisture, sunlight, paint, chemicals, etc.
D. Contractor to inventory door hardware jointly with representatives of hardware supplier and
hardware installer until each all are satisfied that count is correct.
1.7 WARRANTY
A. Provide warranties of respective manufacturers’ regular terms of sale from day of project
acceptance as follows:
1. Locksets: Seven (7) years.
2. Electronic: One (1) year.
3. Closers: Thirty (30) years.
4. Exit devices: Three (3) years.
5. All other hardware: Two (2) years.
1.8 MAINTENANCE
A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and
maintenance instructions as needed for Owner's continued adjustment, maintenance, and
removal and replacement of door hardware.
1.9 PRE-INSTALLATION CONFERENCE
A. Convene a pre-installation conference at least one week prior to beginning work of this section.
B. Attendance: Architect, Construction Manager, Contractor, Security Contractor, Hardware
Supplier, Installer, Key Owner Personnel, and Project Inspector.
C. Agenda: Review hardware schedule, products, installation procedures and coordination required
with related work. Review City's keying standards. City to provide keying schedule.
PRODUCTS
1.10 MANUFACTURERS
Item Manufacturer Acceptable Substitutes
Hinges Ives Hager, Stanley, McKinney
Locks, Latches
& Cylinders Corbin Russwin Owner Standard
Exit Devices Von Duprin Or Approved Equal
Closers LCN Or Approved Equal
Push, Pulls
& Protection Plates Ives Trimco, BBW, DCI
Flush Bolts Ives Trimco, BBW, DCI
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DOOR HARDWARE 087100-5
Stops Ives Trimco, BBW, DCI
Overhead Stops Glynn-Johnson Or Approved Equal
Thresholds Zero Pemko, National Guard
Seals & Bottoms Zero Pemko, National Guard
1.11 MATERIALS
A. Hinges: Exterior out-swinging door butts shall be non-ferrous material and shall have stainless
steel hinge pins. All doors to have non-rising pins. Provide ball bearing hinges at all exterior doors
and doors with closers.
B.
1. Hinges shall be sized in accordance with the following:
a. Height:
1) Doors up to 42" wide: 4-1/2" inches.
2) Doors 42" to 48" wide: 5 inches.
b. Width: Sufficient to clear frame and trim when door swings 180 degrees.
c. Number of Hinges: Furnish 3 hinges per leaf to 7'-5" in height. Add one for each
additional 2 feet in height.
2. Furnish non-removable pins (NRP) at all exterior out-swing doors and interior key lock
doors with reverse bevels.
C. Continuous Hinges: As manufactured by Ives, an Allegion Company. UL rated as required.
D. Heavy Duty Cylindrical Locks and Latches: Corbin Russwin CL3300
1. Provide cylindrical locksets exceeding the ANSI/BHMA A156.2 Grade 1 performance
standards for strength, security, and durability in the categories below:
2. Cycle life - tested to minimum 16 million cycles per ANSI/BHMA A156.2 Cycle Test with no
visible lever sag or use of performance aids such as set screws or spacers
3. UL 10C for 4’-0” x 10’-0” 3-hour fire door.
4. Cylinders: Refer to “KEYING” article, herein.
5. Provide locks with standard 2-3/4 inches (70 mm) backset, unless noted otherwise, with
1/2 inch latch throw capable of UL listing of 3 hours on a 4’ x 10’ opening. Provide proper
latch throw for UL listing at pairs.
6. Provide standard ASA strikes unless extended lip strikes are necessary to protect trim.
7. Provide wired electrified options as scheduled in the hardware sets.
8. Lever Trim: Solid cast levers without plastic inserts, and wrought roses on both sides.
E. Exit devices: Von Duprin as scheduled.
1. Provide certificate by independent testing laboratory that device has completed over
1,000,000 cycles and can still meet ANSI/BHMA A156.3 - 2001 standards.
2. All internal parts shall be of cold-rolled steel with zinc dichromate coating.
3. Mechanism case shall have an average thickness of .140".
4. Compression spring engineering.
5. Non-handed basic device design with center case interchangeable with all functions.
6. All devices shall have quiet return fluid dampeners.
7. All latchbolts shall be deadlocking with ¾” throw and have a self-lubricating coating to
reduce friction and wear.
8. Device shall bear UL label for fire and or panic as may be required.
9. All surface strikes shall be roller type and utilize a plate underneath to prevent movement.
10. Lever Trim: “Breakaway” design, forged brass or bronze escutcheon with a minimum of
.130” thickness, match lockset lever design.
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11. Removable Mullions: Removable with single turn of building key. Securely reinstalled
without need for key.
12. Furnish glass bead kits for vision lites where required.
13. All Exit Devices to be sex-bolted to the doors.
14. Panic Hardware shall comply with CBC Section 11B.404.2.7 and shall be mounted
between 34" and 44" above the finished floor surface.
a. Provide exit devices UL certified to meet maximum 5 pound requirements according
to the California Building Code section 11B-309.4, and UL listed for Panic Exterior
Fire Exit Hardware.
b.
F. Closers: LCN or approved equal. Place closers inside building, stairs, room, etc.
1. Door closer cylinders shall be of high strength cast iron construction with double heat
treated pinion shaft to provide low wear operating capabilities of internal parts throughout
the life of the installation. All door closers shall be tested to ANSI/BHMA A156.4 test
requirements by a BHMA certified testing laboratory. A written certification showing
successful completion of a minimum of 10,000,000 cycles must be provided.
2. All door closers shall be fully hydraulic and have full rack and pinion action with a shaft
diameter of a minimum of 11/16 inch and piston diameter of 1 inch to ensure longevity and
durability under all closer applications.
3. All parallel arm closers shall incorporate one piece solid forged steel arms with bronze
bushings. 1-9/16” steel stud shoulder bolts, shall be incorporated in regular arms, hold-
open arms, arms with hold open and stop built in. All other closers to have forged steel
main arms for strength, durability, and aesthetics for versatility of trim accommodation, high
strength and long life.
4. All parallel arm closers so detailed shall provide advanced backcheck for doors subject to
severe abuse or extreme wind conditions. This advanced backcheck shall be located to
begin cushioning the opening swing of the door at approximately 45 degrees. The intensity
of the backcheck shall be fully adjustable by tamper resistant non-critical screw valve.
5. Closers shall be installed to permit doors to swing 180 degrees.
6. All closers shall utilize a stable fluid withstanding temperature range of 120 degrees F. to -
30 degrees F. without requiring seasonal adjustment of closer speed to properly close the
door.
7. Provide the manufactures drop plates, brackets and spacers as required at narrow head
rails and special frame conditions. NO wood plates or spacers will be allowed.
8. Maximum effort to operate closers shall not exceed 5 lbs., such pull or push effort being
applied at right angles to hinged doors. Compensating devices or automatic door operators
may be utilized to meet the above standards. When fire doors are required, the maximum
effort to operate the closer may be increased but shall not exceed 15 lbs. when specifically
approved by fire marshal. All closers shall be adjusted to operate with the minimum amount
of opening force and still close and latch the door. These forces do not apply to the force
required to retract latch bolts or disengage other devices that hold the door in a closed
position. Per 11B-404.2.8.1, door shall take at least 5 seconds to move from an open
position of 90 degrees to a position of 12 degrees from the latch jamb.
G. Flush Bolts & Dust Proof Strikes: Automatic Flush Bolts shall be of the low operating force design.
Utilize the top bolt only model for interior doors where applicable and as permitted by testing
procedures.
1. Manual flush bolts only permitted on storage or mechanical openings as scheduled.
2. Provide dust proof strikes at openings using bottom bolts.
H. Door Stops:
1. Unless otherwise noted in Hardware Sets, provide floor type with appropriate fasteners.
Where wall type cannot be used, provide floor type. If neither can be used, provide
overhead type.
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DOOR HARDWARE 087100-7
2. Do not install floor stops more than four (4) inches from the face of the wall or partition
(2016 CBC Section 11B-307).
3. Overhead stops shall be made of stainless steel and non-plastic mechanisms and finished
metal end caps. Field-changeable hold-open, friction and stop-only functions.
I. Protection Plates: Fabricate either kick, armor, or mop plates with four beveled edges. Provide
kick plates 10" high and 2" LDW. Sizes of armor and mop plates shall be listed in the Hardware
Schedule. Furnish with machine or wood screws of bronze or stainless to match other hardware.
J. Thresholds: As Scheduled and per details.
1. Thresholds shall not exceed 1/2" in height, with a beveled surface of 1:2 maximum slope.
2. Set thresholds in a full bed of butyl-rubber or polyisobutylene mastic sealant complying
with requirements in Division 7 “Thermal and Moisture Protection”.
3. Use ¼” fasteners, red-head flat-head sleeve anchors (SS/FHSL).
4. Thresholds shall comply with CBC Section 11B-404.2.5.
K. Seals: Provide silicone gasket at all rated and exterior doors.
1. Fire-rated Doors, Resilient Seals: UL10C Classified complies with NFPA 80 & NFPA 252.
Coordinate with selected door manufacturers' and selected frame manufacturers'
requirements.
2. Fire-rated Doors, Intumescent Seals: Furnished by selected door manufacturer. Furnish
fire-labeled opening assembly complete and in full compliance with UL10C Classified
complies with NFPA 80 & NFPA 252. Where required, intumescent seals vary in
requirement by door type and door manufacture -- careful coordination required.
3. Smoke & Draft Control Doors, Provide UL10C Classified complies with NFPA 80 & NFPA
252 for use on “S” labeled Positive Pressure door assemblies.
1.12 KEYING
A. Furnish a masterkey system as directed by the owner or architect.
B. A detailed keying schedule is to be prepared by the City and/or architect. Each keyed cylinder on
every keyed lock is to be listed separately showing the door #, key group (in BHMA terminology),
cylinder type, finish and location on the door.
C. Furnish construction keying for doors requiring locking during construction.
D. Furnish all keys with visual key control. (Not all options listed below are available at the same
time.)
1. Stamp key “Do Not Duplicate”.
2. Stamp (BHMA) key symbol on key.
3. Delete key “bitting” from the key bow.
E. Furnish all cylinders with visual key control. (Not all options listed below are available at the same
time.)
1. Stamp (BHMA) key symbol on face of cylinder plug (VKC).
F. Furnish mechanical keys as follows:
1. Furnish 2 cut change keys for each different change key code.
2. Furnish 1 uncut key blank for each change key code.
3. Furnish 6 cut masterkeys for each different masterkey set.
4. Furnish 3 uncut key blanks for each masterkey set.
5. Furnish 2 cut control keys cut to the top masterkey for permanent I/C cylinders.
6. Furnish 1 cut control key cut to each SKD combination.
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1.13 FINISHES
A. Generally to be brushed chrome (626 on bronze/brass and 652 on steel) unless otherwise noted.
B. Door closers shall be powder-coated to match other hardware, unless otherwise noted.
C. Aluminum items to be finished anodized aluminum except thresholds which can be furnished as
standard mill finish.
1.14 FASTENERS
A. Screws for strikes, face plates and similar items shall be flat head, countersunk type, provide
machine screws for metal and standard wood screws for wood.
B. Screws for butt hinges shall be flathead, countersunk, full-thread type.
C. Fastening of closer bases or closer shoes to doors shall be by means of sex bolts and spray
painted to match closer finish.
D. Provide expansion anchors for attaching hardware items to concrete or masonry.
E. All exposed fasteners shall have a phillips head.
F. Finish of exposed screws to match surface finish of hardware or other adjacent work.
G. All Exit Devices and Lock Protectors shall be fastened to the door by the means of sex bolts or
through bolts.
EXECUTION
1.15 INSPECTION
A. Verify that doors and frames are square and plumb and ready to receive work and dimensions
are as instructed by the manufacturer.
B. Beginning of installation means acceptance of existing conditions.
C. Fire-Rated Door Assembly Inspection: Upon completion of the installation, all fire door
assemblies shall be inspected to confirm proper operation of the closing device and latching
device and that only the manufacturer’s furnished fasteners are used for installation and that it
meets all criteria of a fire door assembly per NFPA 80 (Standard for Fire Doors and Other Opening
Protectives) 2016 Edition. A written record shall be maintained and transmitted to the Owner to
be made available to the Authority Having Jurisdiction (AHJ). The inspection of the swinging fire
doors shall be performed by a certified FDAI (Fire Door Assembly Inspector) with knowledge and
understanding of the operating components of the type of door being subjected to the inspection.
The record shall list each fire door assembly throughout the project and include each door
number, an itemized list of hardware set components at each door opening, and each door
location in the facility.
1.16 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions and requirements of DHI.
B. Use the templates provided by hardware item manufacturer.
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DOOR HARDWARE 087100-9
C. Mounting heights for hardware shall be as recommended by the Door and Hardware Institute.
Operating hardware will to be located between 34" and 44" AFF.
D. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate
as necessary for proper installation and operation.
E. Drill and countersink units that are not factory-prepared for anchorage fasteners. Space fasteners
and anchors in accordance with industry standards.
F. Set thresholds for exterior doors in full bed of butyl-rubber sealant.
G. If hand of door is changed during construction, make necessary changes in hardware at no
additional cost.
H. Hardware Installer shall coordinate with security contractor to route cable to connect electrified
locks, panic hardware and fire exit hardware to power transfers or electric hinges at the time these
items are installed so as to avoid disassembly and reinstallation of hardware.
I. Hardware Installer shall also be present with the security contractor when the power is turned on
for the testing of the electronic hardware applications. Installer shall make adjustments to
solenoids, latches, vertical rods and closers to insure proper and secure operation.
J. All wiring for electro-mechanical hardware mounted on the door shall be connected through the
power transfer and terminated in the interface junction box specified for in the Electrical Section.
K. Conductors shall be minimum 18 gage stranded, multicolored. A minimum 12 in. loop of
conductors shall be coiled in the interface junction box. Each conductor shall be permanently
marked with its function.
L. If a power supply is specified in the hardware sets, all conductors shall be terminated in the power
supply. Make all connections required for proper operation between the power supply and the
electro-mechanical hardware. Provide the proper size conductors as specified in the
manufacturer’s technical documentation.
1.17 ADJUST AND CLEAN
A. Adjust and check each operating item of hardware and each door, to ensure proper operation or
function of every unit. Replace units which cannot be adjusted to operate freely and smoothly as
intended for the application made.
B. Clean adjacent surface soiled by hardware installation.
C. Final Adjustment: Wherever hardware installation is made more than one month prior to
acceptance or occupancy, return to that work area and make final check and adjustment of all
hardware items in such space or area. Clean operating items as necessary to restore proper
function and finish of hardware and doors. Adjust door control devices to compensate for final
operation of heating and ventilating equipment.
D. Instruct Owner's Personnel in proper adjustment and maintenance of hardware finishes, during
the final adjustment of hardware.
E. Continued Maintenance Service: Approximately six months after the completion of the project,
the Contractor accompanied by the Architectural Hardware Consultant, shall return to the project
and re-adjust every item of hardware to restore proper functions of doors and hardware. Consult
with and instruct Owner's personnel in recommended additions to the maintenance procedures.
Replace hardware items which have deteriorated or failed due to faulty design, materials or
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087100-10 DOOR HARDWARE
installation of hardware units. Prepare a written report of current and predictable problems (of
substantial nature) in the performance of the hardware.
1.18 HARDWARE LOCATIONS
A. Conform to CCR, Title 24, Part 2; and ADAAG; and the drawings for access-compliant positioning
requirements for the disabled.
1.19 FIELD QUALITY CONTROL
A. Contractor is responsible for providing the services of an Architectural Hardware Consultant
(AHC) or a proprietary product technician to inspect installation and certify that hardware and its
installation have been furnished and installed in accordance with manufacturers’ instructions and
as specified herein.
1.20 SCHEDULE
A. The items listed in the following schedule shall conform to the requirements of the foregoing
specifications.
B. While the hardware schedule is intended to cover all doors, and other movable parts of the
building, and establish type and standard of quality, the contractor is responsible for examining
the Plans and Specifications and furnishing proper hardware for all openings whether listed or
not. If there are any omissions in hardware groups in regard to regular doors they shall be called
to the attention of the Architect prior to bid opening for instruction; otherwise, list will be considered
Complete. No extras will be allowed for omissions.
C. The Door Schedule on the Drawings indicates which hardware set is used with each door.
Manufacturers
Abbreviation Name
ACC Accurate Lock & Hardware Co
C-R Corbin Russwin Architectural Hardware
CAV Cavity Slider
CRO Crown Industrial
GLY Glynn-Johnson Corp
IVE H.B. Ives
LCN LCN Commercial Division
SCE Schlage Electronic Security
SCH Schlage Lock Company
STA Stanley Security Solutions
VON Von Duprin
WIK Wikk Industries
ZER Zero International Inc
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 May 07, 2025
DOOR HARDWARE 087100-11
99299 OPT0342167 VERSION 3
GROUP NO. (E)
EXISTING HARDWARE TO
REMAIN
GROUP NO. 01
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA OH STOP 90S 630 GLY
GROUP NO. 02
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA WALL STOP WS401/402CVX 626 IVE
3 EA SILENCER SR64 GRY IVE
GROUP NO. 03
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP CUSH 689 LCN
1 EA GASKETING 188SBK PSA BK ZER
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087100-12 DOOR HARDWARE
GROUP NO. 04
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
1 EA GASKETING 188SBK PSA BK ZER
GROUP NO. 05
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA OFFICE LOCK 8824 LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA FLOOR STOP FS439 682 IVE
GROUP NO. 06
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA OFFICE LOCK 8824 LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA FLOOR STOP FS439 682 IVE
1 SET SEAL BY AL FRAME MANUFACTURER
1 EA DOOR BOTTOM 364AA AA ZER
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DOOR HARDWARE 087100-13
GROUP NO. 07
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA CLASSROOM LOCK 8845 LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA FLOOR STOP FS439 682 IVE
GROUP NO. 08
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA CLASSROOM LOCK 8845 LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP REG OR PA AS REQ 689 LCN
1 EA FLOOR STOP FS439 682 IVE
GROUP NO. 09
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PRIVACY LOCK ML2030 PSA V20 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
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087100-14 DOOR HARDWARE
GROUP NO. 10
2 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA EU MORTISE LOCK L9492LEU 17A L583-363 XL13-346
RX DM CON 12/24 VDC
626 SCH
1 EA MORTISE CYLINDER CR1080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
TURNING THUMBTURN SHUNTS POWER TO THE CARD READER.
GROUP NO. 11
2 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA EU STOREROOM LOCK CLX33905 M92 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS401/402CVX 626 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
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DOOR HARDWARE 087100-15
GROUP NO. 12
2 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA EU STOREROOM LOCK CLX33905 M92 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
1 SET SEAL BY AL FRAME MANUFACTURER
1 EA DOOR BOTTOM 364AA AA ZER
1 EA VIEWER U698
(@ 222)
626 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. 13
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA EU STOREROOM LOCK CLX33905 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP EDA 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
GROUP NO. 14
2 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA EU STOREROOM LOCK CLX33905 M92 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA OH STOP 100S 630 GLY
1 EA SURFACE CLOSER 4040XP ST-1630 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS401/402CVX 626 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
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Allegion Group 4 Architecture Research + Planning, Inc.
May 07, 2025 Group 4 Project No. 22575-01
087100-16 DOOR HARDWARE
GROUP NO. 15
2 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA EU STOREROOM LOCK CXL33905 M92 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP REG OR PA AS REQ 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
1 EA DOOR BOTTOM 364AA AA ZER
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. 16
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PASSAGE SET CLX3310 PZD 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA WALL STOP WS401/402CVX 626 IVE
GROUP NO. 17
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PASSAGE SET CLX3310 PZD 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA MAGNET SEM7850 12V/24V/120V 689 LCN
1 EA GASKETING 188SBK PSA BK ZER
MAG HOLDER TIED TO FIRE ALARM
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 May 07, 2025
DOOR HARDWARE 087100-17
GROUP NO. 18
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA FIRE EXIT HARDWARE AX-98-L-NL-F-17 626 VON
1 EA RIM CYLINDER CR3080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP CUSH 689 LCN
1 EA GASKETING 188SBK PSA BK ZER
GROUP NO. 19
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP EDA 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
1 EA DOOR BOTTOM 364AA AA ZER
GROUP NO. 20
2 EA CONT. HINGE 112XY EPT 628 IVE
2 EA POWER TRANSFER EPT10 689 VON
1 EA ELEC PANIC HARDWARE RX-QELX-AX-3549A-EO-LBL 626 VON
1 EA ELEC PANIC HARDWARE RX-QELX-AX-3549A-NL-OP-388-
LBL
626 VON
1 EA RIM CYLINDER CR3080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
2 EA 90 DEG OFFSET PULL 8190EZHD 10" O 630-316 IVE
2 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
1 SET SEAL BY AL FRAME MANUFACTURER
2 EA DOOR BOTTOM 364AA AA ZER
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
May 07, 2025 Group 4 Project No. 22575-01
087100-18 DOOR HARDWARE
GROUP NO. 21
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA MORTISE EU LOCK M8859EU AE LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA FLOOR STOP FS439 682 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. 22
1 EA ELECTRIC HINGE 5BB1 TW8 - SIZE AND THICKNESS
TO MATCH EXISTING
652 IVE
1 EA ELEC TRIM M996-L-RV-17-FS 626 VON
1 EA RIM CYLINDER CR3080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
BALANCE OF HARDWARE
EXISTING TO REMAIN
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 May 07, 2025
DOOR HARDWARE 087100-19
GROUP NO. 23 – NOT USED
GROUP NO. 24
1 EA CONT. HINGE 112XY 628 IVE
1 EA CONT. HINGE 112XY TWP 628 IVE
1 EA MANUAL FLUSH BOLT FB458 626 IVE
1 EA MORTISE EU LOCK M8859EU LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP EDA 689 LCN
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. 25
3 EA HINGE 5BB1 5 X 4.5 652 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA OH STOP 90S 630 GLY
3 EA SILENCER SR64 GRY IVE
GROUP NO. 26
6 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA MANUAL FLUSH BOLT FB458 626 IVE
1 EA PASSAGE SET CLX3310 PZD 626 C-R
2 EA OH STOP 100S 630 GLY
2 EA SILENCER SR64 GRY IVE
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
May 07, 2025 Group 4 Project No. 22575-01
087100-20 DOOR HARDWARE
GROUP NO. 27
1 SET POCKET DOOR TRACK
AND HARDWARE
CSS4K4080 AL CAV
1 EA SLIDING DOOR LOCK 2001ADAP-3 626 ACC
1 EA MORTISE CYLINDER CR1080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
GROUP NO. 29 - NOT USED
GROUP NO. 30
4 EA GATE HINGE BB855A 5" X 6" OR BY GATE
FABRICATOR
600 STA
2 EA CANE BOLT 0524.00021 Z CRO
1 EA PADLOCK MATCH KEYING SYSTEM 606 C-R
1 EA HASP 7" FLAT CRO
GROUP NO. 31
3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP SCUSH SRI 689 LCN
3 EA SILENCER SR64 GRY IVE
GROUP NO. 32
6 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA MANUAL FLUSH BOLT FB358 626 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
2 EA OH STOP 90S 630 GLY
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 May 07, 2025
DOOR HARDWARE 087100-21
GROUP NO. 33
2 EA HINGE 5BB1 5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 5 X 4.5 TW8 652 IVE
1 EA MORTISE EU LOCK M8859EU AE LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP REG OR PA AS REQ 689 LCN
1 EA FLOOR STOP FS439 682 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. 34
1 EA PANIC HARDWARE AX-98-L-17 626 VON
1 EA RIM CYLINDER CR3080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
BALANCE OF HARDWARE
EXISTING TO REMAIN
GROUP NO. 35
2 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA EU STOREROOM LOCK CL33905 PZD 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
May 07, 2025 Group 4 Project No. 22575-01
087100-22 DOOR HARDWARE
GROUP NO. 36
2 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA EU MORTISE LOCK W/
INDICATOR XL13-346
L9492LEU 17A L583-363 XL13-346
RX DM CON 12/24 VDC
626 SCH
1 EA MORTISE CYLINDER CR1080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
REMOTE RELEASE - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
TURNING THUMBTURN SHUNTS POWER TO REMOTE RELEASE.
GROUP NO. 37
6 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA CONST LATCHING BOLT FB51T 630 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA COORDINATOR COR X FL 628 IVE
2 EA MOUNTING BRACKET MB SP28 IVE
2 EA SURFACE CLOSER 4040XP CUSH 689 LCN
1 EA GASKETING 188SBK PSA BK ZER
1 EA ASTRAGAL 43STST OR BY HM DOOR MFR STST ZER
GROUP NO. 38
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PASSAGE SET CLX3310 PZD 626 C-R
1 EA SURFACE CLOSER 4040XP EDA 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
1 EA GASKETING 188SBK PSA BK ZER
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 May 07, 2025
DOOR HARDWARE 087100-23
GROUP NO. G01
1 EA PANIC HARDWARE OUT-AX-98-L-17-WH 626 VON
1 EA RIM CYLINDER CR3080 CT6R 626 C-R
BALANCE OF HARDWARE
EXISTING TO REMAIN
GROUP NO. H01
1 EA ELECTRIC HINGE 5BB1 TW8 - SIZE AND THICKNESS
TO MATCH EXISTING
630 IVE
1 EA ELEC TRIM M996-L-RV-17-FSE 626 VON
1 EA SWITCH SWITCH KIT-RX VON
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
BALANCE OF HARDWARE
EXISTING TO REMAIN
GROUP NO. H02
2 EA PIVOT SET 7215 SET 626 IVE
2 EA INTERMEDIATE PIVOT 7215 INT 626 IVE
2 EA POWER TRANSFER EPT10 689 VON
1 EA ELEC PANIC HARDWARE RX-QELX-AX-3549A-EO-LBL 626 VON
1 EA ELEC PANIC HARDWARE RX-QELX-AX-3549A-NL-OP-388-
LBL
626 VON
1 EA MORTISE CYLINDER CR1080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
2 EA 90 DEG OFFSET PULL 8190EZHD 10" O 630-316 IVE
1 EA SURF. AUTO OPERATOR 9553 REG2 LESS TRACK AS REQ
(120/240 VAC)
ANCLR LCN
4 EA ACTUATOR 4 X 4 - 3 630 WIK
1 EA BOLLARD SQ-5 PREPPED FOR HI/LO
ACTUATOR AND CARD READER
630 WIK
1 SET SEAL SET WEATHERSTRIP BY
DOOR/FRAME MANUFACTURER
2 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
May 07, 2025 Group 4 Project No. 22575-01
087100-24 DOOR HARDWARE
GROUP NO. H03
2 EA PIVOT SET 7215 SET 626 IVE
2 EA POWER TRANSFER EPT10 689 VON
1 EA ELEC PANIC HARDWARE RX-QELX-AX-3549A-EO-LBL 626 VON
1 EA ELEC PANIC HARDWARE RX-QELX-AX-3549A-NL-OP-388-
LBL
626 VON
1 EA RIM CYLINDER CR3080 CTLR 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
2 EA 90 DEG OFFSET PULL 8190EZHD 10" O 630-316 IVE
1 EA SURF. AUTO OPERATOR 9553 REG2 LESS TRACK AS REQ
(120/240 VAC)
ANCLR LCN
4 EA ACTUATOR 4 X 4 - 3 630 WIK
1 EA BOLLARD SQ-5 PREPPED FOR HI/LO
ACTUATOR AND CARD READER
630 WIK
1 SET SEAL SET WEATHERSTRIP BY
DOOR/FRAME MANUFACTURER
2 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. H04
2 EA DOOR CORD 788C-18 WITH 20 GAUGE WIRES 626 SCE
1 EA ELEC PANIC HARDWARE RX-QELX-PA-AX-3549A-EO-LBL 626 VON
1 EA ELEC PANIC HARDWARE RX-QELX-PA-AX-3549A-NL-OP-
388-LBL-CON
626 VON
1 EA MORTISE CYLINDER CR1080 CT6R 626 C-R
1 EA RIM CYLINDER CR3080 CTLR 626 C-R
2 EA PERMANENT CORE CR8000 626 C-R
1 EA SURF. AUTO OPERATOR 9553 REG2 LESS TRACK AS REQ
(120/240 VAC)
ANCLR LCN
4 EA ACTUATOR 4 X 4 - 3 630 WIK
1 EA BOLLARD SQ-5 630 WIK
1 EA KEY SWITCH 653-1414 L2 12/24 VDC 630 SCE
BALANCE OF HARDWARE
EXISTING TO REMAIN
EXIT DEVICES MUST BE MECHANICALLY DOGGED FOR AUTO OPERATOR TO OPEN DOORS.
AUTO OPERATOR TO BE TURNED OFF VIA KEY SWITCH WHEN EXIT DEVICES ARE UNDOGGED.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 May 07, 2025
DOOR HARDWARE 087100-25
GROUP NO. H05
1 EA PIVOT SET 7215 SET 626 IVE
1 EA POWER TRANSFER EPT10 689 VON
1 EA ELEC PANIC HARDWARE RX-QELX-AX-35A-T-360T-299 626 VON
2 EA MORTISE CYLINDER CR1080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA 90 DEG OFFSET PULL 8190EZHD 10" O 630-316 IVE
1 EA SURF. AUTO OPERATOR 9542 AS REQ (120/240 VAC) ANCLR LCN
4 EA ACTUATOR 4 X 4 - 3 630 WIK
1 SET SEAL SET WEATHERSTRIP BY
DOOR/FRAME MANUFACTURER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
1 EA KEY SWITCH 653-1414 L2 12/24 VDC 630 SCE
AUTO OPERATOR, KEY SWITCH, ACTUATORS TO BE WIRED SO THAT THE OUTSIDE ACUATOR
IS POWERED AND THE EXIT DEVICE IS ELECTRONICALLY DOGGED SIMULTANEOUSLY VIA
KEYSWITCH.
GROUP NO. H06
1 EA ELECTRIC HINGE 5BB1 TW8 - SIZE AND THICKNESS
TO MATCH EXISTING
630 IVE
1 EA ELEC TRIM M996-L-RV-17-FSE 626 VON
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
BALANCE OF HARDWARE
EXISTING TO REMAIN
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
May 07, 2025 Group 4 Project No. 22575-01
087100-26 DOOR HARDWARE
GROUP NO. H07
2 EA HINGE 5BB1 NRP - SIZE AND
THICKNESS TO MATCH EXISTING
630 IVE
1 EA ELECTRIC HINGE 5BB1 TW8 - SIZE AND THICKNESS
TO MATCH EXISTING
630 IVE
1 EA EU STOREROOM LOCK CLX33905 M92 PZD CT6R 626 C-R
1 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
1 EA GASKETING 188SBK PSA BK ZER
1 EA DOOR SWEEP 39A A ZER
1 EA THRESHOLD PER DETAIL A ZER
CARD READER - WORK OF
DIVISION 28
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
END OF SECTION
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
Group 4 Project No. 22575-01 RFI #121 – April 16, 2025
OPERABLE PARTITIONS 10 2226-1
SECTION 10 2226 – OPERABLE PARTITIONS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SECTION INCLUDES
A. Operable Partitions: Manually operated Electric, center stacking, top supported operable
wall with panels hinged in groups of two for Community Room.
1.3 RELATED SECTIONS
A. Section 05 1200 – Structural Steel Framing: Steel carrier beams for operable partition top
track.
1.4 ACTION SUBMITTALS
A. Product Data: Material descriptions, construction details, finishes, installation details, and
operating instructions for each type of operable panel partition, component, and accessory
specified. Included data on acoustical performance, surface-burning characteristics, and
durability.
B. Shop Drawings: Show location and extent of operable panel partitions. Include plans,
elevations, sections, details, attachments to other construction and accessories. Indicate
dimensions; weights; conditions at openings and for storage; and required installation,
storage, and operating clearances. Indicate location and installation requirements for
hardware and track, and direction of travel. Show blocking to be provided by others. Include
the following:
1. Calculations: Calculate requirements for supporting operable panel partitions and
verify capacity of carriers and track components to support loads; indicate deflection
limits for partition and adjacent construction.
C. Setting Drawings: For embedded items and cutouts required in other work, including support
beam-punching template.
D. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items
are shown and coordinated with each other, based on input from installers of the items
involved:
1. Suspended ceiling components.
2. Structural members to which suspension systems will be attached.
3. Size and location of initial access modules for acoustical tile.
4. Items penetrating finished ceiling, including the following:
a. Lighting fixtures.
b. HVAC ductwork, outlets, and inlets.
c. HVAC controls.
d. Interface with laser system, lighting and shading controls.
e. Speakers.
f. Sprinklers.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
RFI #121 – April 16, 2025 Group 4 Project No. 22575-01
10 2226-2 OPERABLE PARTITIONS
g. Smoke detectors.
h. Access panels.
i. Ceiling fans.
E. Samples for Verification: For each type of exposed material, finish, covering, or facing
indicated, prepared on Samples of size indicated below:
1. Textile: Full width by not less than 36-inch- (914-mm-) long section of fabric from dye
lot to be used for the Work, with specified treatments applied. Show complete pattern
repeat.
2. Panel Edge Material: Not less than 3 inches (75 mm) long.
1.5 INFORMATIONAL SUBMITTALS
A. Submit acoustical test reports showing product conformance with ASTM E90 and
ASTM C423.
B. Seismic Qualification Certificates: For operable panel partitions, accessories, and
components, from manufacturer.
1. Basis for Certification: Indicate whether withstand certification is based on actual test
of assembled components or on calculation.
2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate
and describe mounting and anchorage provisions.
3. Detailed description of equipment anchorage devices on which the certification is
based and their installation requirements.
C. Product Certificates: Submit letter signed by manufacturer certifying that operable walls to be
furnished on this project comply with the requirements of the specification.
D. Product Test Reports: From an independent testing agency indicating that each operable
panel partition complies with requirements. Submit the following:
1. Report for STC.
2. Proof load testing of track/trolley/bracket/hanger rod assembly.
3. Other proof load tests as may be identified in 'PART 2 of this Section.
E. Field Test Reports: Indicate and interpret test results for compliance with performance
requirements.
1. The City reserves the right to field sound test the operable wall within 60 days of the
date of Project Acceptance. Cost for field sound testing shall the responsibility of the
City.
1.6 CLOSEOUT SUBMITTALS
A. Operation and Maintenance Data: For operable panel partitions to include in maintenance
manuals. In addition to items specified in Division 1 Section "Operation and Maintenance
Data," include the following:
1. Panel finish facings and finishes for exposed trim and accessories. Include
precautions for cleaning materials and methods that could be detrimental to finishes
and performance.
2. Seals, hardware, track, carriers, and other operating components.
B. Warranty: Executed special warranty specified in this Section.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
Group 4 Project No. 22575-01 RFI #121 – April 16, 2025
OPERABLE PARTITIONS 10 2226-3
1.7 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials from the same production run that match products installed and that
are packaged with protective covering for storage and identified with labels describing
contents.
1. Panel Finish-Facing Material: Furnish full width in quantity to cover both sides of two
panels when installed.
1.8 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who is certified in writing by the operable wall
manufacturer as qualified to install the manufacturer's partition system for work similar in
material, design, and extent to that indicated for this project.
B. Testing Agency Qualifications: An independent NVLAP-accredited testing laboratory with
experience and capability to conduct the testing indicated, as documented according to
ASTM E548. NVLAP-accredited laboratories must document accreditation, based on a
''Certificate of Accreditation'' and a ''Scope of Accreditation'' listing the test methods specified.
C. Fire-Test-Response Characteristics: Provide panels with finishes meeting one of the
following as determined by testing identical products by UL or another testing and inspecting
agency acceptable to authorities having jurisdiction:
1. Surface-Burning Characteristics: As determined by testing per ASTM E84.
a. Flame-Spread Index: 25 or less.
b. Smoke-Developed Index: 450 or less.
2. Fire Growth Contribution: Textile wall coverings comply with the acceptance criteria of
NFPA 265.
D. Forest Certification: Provide components made with all wood products obtained from forests
certified by an FSC-accredited certification body to comply with FSC STD-01-001, "FSC
Principles and Criteria for Forest Stewardship."
1.9 DELIVERY, STORAGE, AND HANDLING
A. Protectively package and sequence panels in order for installation. Clearly mark packages
and panels with numbering system used on Shop Drawings. Do not use permanent markings
on panels.
B. Deliver materials in order as required by schedule for installation.
C. Handle materials in accordance with manufacturer's instructions.
1.10 SITE CONDITIONS
A. Field Measurements: Verify actual dimensions of operable panel partition openings by field
measurements before fabrication.
1.11 WARRANTY
A. Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace
components of operable panel partitions that fail in materials, fabrication, or installation within
specified warranty period.
1. Failures include, but are not limited to, the following:
a. Faulty operation of operable panel partitions.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
RFI #121 – April 16, 2025 Group 4 Project No. 22575-01
10 2226-4 OPERABLE PARTITIONS
b. Deterioration of metals, metal finishes, and other materials beyond normal wear.
2. Warranty Period, Panels: Five years from date of Substantial Completion.
3. Warranty Period, Fixed Top Seals, Track, Carriers, and its Component Parts: Ten
years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Seismic Performance: Operable panel partitions shall withstand the effects of earthquake
motions determined according to SEI/ASCE 7.
1. The term "withstand" means "the panels will remain in place without separation of any
parts from the system when subjected to the seismic forces specified."
B. Acoustical Performance: Provide operable panel partitions tested by a qualified testing
agency for the following acoustical properties according to test methods indicated:
1. Sound-Transmission Requirements: Operable panel partition assembly tested for
laboratory sound-transmission loss performance according to ASTM E90, determined
by ASTM E413, and rated for not less than the STC indicated.
2. Noise-Reduction Requirements: Operable panel partition assembly, identical to
partition tested for STC, tested for sound-absorption performance according to
ASTM C423, and rated for not less than the NRC indicated.
3. STC: 52.
2.2 MANUFACTURERS
A. Basis-of-Design Product: The design for the operable partition is based on the manufacturer
identified below. Subject to compliance with requirements, provide the named product or a
comparable product by one of the following:
1. Basis-of-Design: KWIK-WALL 3000 Series.
2. Advanced Equipment Corporation.
3. Modernfold, Inc.
4. Or approved equal.
2.3 PANELS
A. Product: Manually operated, top-supported, flat panels hinged in pairs of two.
1. Panels shall be nominally 4” thick, of equal width, and continuously hinged.
2. Height: 9’-0”.
3. Panel faces shall be laminated to appropriate substrate to meet the STC requirement
specified in Acoustical Performance Article herein.
a. Face Material: Fabric Finish, gray.
b. Horizontal Splice: None.
4. Frames shall be of 16 gauge painted galvannealed steel with integral factory applied
aluminum vertical edge and face protection. Face finish shall wrap around the vertical
panel edges and provide no protective vertical face trim.
5. Vertical sound seals shall be of tongue and groove configuration, ensure panel-to-
panel alignment and prevent sound leaks between panels.
6. Horizontal top seals shall be fixed continuous contact dual 4-finger vinyl.
7. All standard panels shall have bottom retractable seals which provide a minimum of 2”
floor clearance during movement of the partition, including all panels adjacent to pass
door(s).
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
Group 4 Project No. 22575-01 RFI #121 – April 16, 2025
OPERABLE PARTITIONS 10 2226-5
a. Retractable bottom floor seal to exert downward seal force when activated.
Floating or rigid seals that maintain contact with the floor during partition
movement will not be acceptable.
8. Optional: Bottom seals shall be fixed continuous contact 4-finger vinyl.
9. No floor mounted seal activators are allowed.
10. Panels must provide wall-to-wall contact for tight acoustical seal. Operable wall
systems that do not extend to the back of storage pocket are not acceptable.
B. Weight of the panels shall be 5.7-10.2 lbs. per sq. ft. based on options selected.
C. Suspension System:
1. Track shall be structural aluminum. Track shall be supported by adjustable steel
hanger brackets connected to structural support by pairs of 3/8-inch (9.5 mm) diameter
threaded rods.
a. Exposed track soffit: Track soffit to be integral to track shape and shall be
powder-coated off-white paint finish. Track must accommodate termination of
plenum sound barriers on both sides of track for maximum sound control.
b. Carriers: One trolley per panel with 3-inch (76 mm) diameter glass-reinforced
nylon all steel precision-ground ball-bearing wheels. Steel-wheeled or reinforced
polymer trolleys on aluminum track not permitted. Trolleys shall attach to panels
with 1/2-inch (13 mm) diameter pendent bolt mounted to welded steel mounting
plate.
D. Safety Requirements:
1. Low profile hinges shall be of steel and project no more than 1/4" (6) beyond panel
faces. Panels to have a minimum of three hinges.
2. Each panel must be supported by a single carrier allowing the panels to stack freely
without the use of rub rails near the pocket, thus decreasing the risk of injury while
stacking into a pocket.
3. Partition shall be operated by two (2) control stations wired in series and located on
opposite sides and ends of the partition. The key stations require human contact to be
activated ensuring supervised operation of the partition system.
E. Finishes
1. Face finish: Factory applied stain resistant fabric, upgraded from manufacturer’s
standard selection.
2. Exposed metal trim and seal color: As selected by Architect from manufacturer’s
standard colors.
F. Accessories:
1. ADA compliant pass door meeting requirements indicated on Drawings, of the same
thickness and construction as the basic panels. Pass door leaf has perimeter trim to
protect face finish and to provide visual identification as required by California Building
Code.
2. Finished end cover.
3. Recessed exit sign.
4. Lead panel with bulb seal.
5. Pocket doors.
G. Pass Doors: Fabricated to comply with ADA requirements. Swinging single door built into and
matching panel finish and thickness; complete with frames and operating hardware. Hinges
finished to match other hardware.
1. Single Pass Door/s: 36 by 80 inches (914 by 2032 mm), provide with concealed door
closer equipped with hold open device.
2. Hand pull on both sides of door.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
RFI #121 – April 16, 2025 Group 4 Project No. 22575-01
10 2226-6 OPERABLE PARTITIONS
3. Panic hardware with or without locking lever handle.
4. Exit Sign: Provide above pass doors, flush mounted, self-illuminated.
2.4 OPERATION
A. Panels are manually moved from the storage area, positioned in the opening, and seals set.
B. Retractable Horizontal Seals:
1. Retractable horizontal seals shall be activated by a removable quickset operating
handle located approximately 42” (1067) from the floor in the panel edge. Seal
activation requires approximately 15 lbs. (6.8 kg) of force per panel and approximately
a 190 degree turn of the removable handle. Top and bottom retractable seals on each
panel shall be operated simultaneously.
C. Automatic Floor Seals:
1. Horizontal seals shall be activated by pressing the edge of the panel into the edge of
the adjacent panel or wall.
2. Seal activation requires approximately 15 lbs. (6.8 kg) of force per panel.
D. Final partition closure: Expander mechanism with a nominal 5" [127] of travel, activated from
the face of the panel using a removable wrench as supplied by manufacturer. The Expander
Panel shall be equipped with an adjustable bottom seal.
2.5 ACOUSTICAL PERFORMANCE
A. Acoustical performance shall be tested at a laboratory accredited by the National Voluntary
Laboratory Accreditation Program (NVLAP) and in accordance with ASTM E90 Test
Standards. Standard panel construction shall have obtained an STC rating of 52 minimum.
2.6 PANEL CONSTRUCTION
A. Operable Acoustical Panels: Operable acoustical panel partition system, including panels,
seals, finish facing, suspension system, operators, and accessories.
B. Panel Operation: Manually-operated, continuously-hinged panels.
C. Panel Construction: Provide top reinforcement as required to support panel from suspension
components and provide reinforcement for hardware attachment. Fabricate panels with tight
hairline joints and concealed fasteners. Fabricate panels so finished in-place partition is rigid;
level; plumb; aligned, with tight joints and uniform appearance; and free of bow, warp, twist,
deformation, and surface and finish irregularities.
D. Dimensions: Fabricate operable acoustical panel partitions to form an assembled system of
dimensions indicated and verified by field measurements.
1. Panel Width: As indicated.
E. Hardware: Manufacturer's standard as required to operate operable panel partition and
accessories; with decorative, protective finish.
1. Hinges: Manufacturer's standard.
2. Exit Device: Manufacturer's standard.
F. Hardware: Manufacturer's standard as required to operate operable panel partition and
accessories; with decorative, protective finish to match panel trim finish.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
Group 4 Project No. 22575-01 RFI #121 – April 16, 2025
OPERABLE PARTITIONS 10 2226-7
2.7 SEALS
A. General: Provide types of seals indicated that produce operable panel partitions complying
with acoustical performance requirements and the following:
1. Manufacturer's standard seals.
2. Seals made from materials and in profiles that minimize sound leakage.
3. Seals fitting tight at contact surfaces and sealing continuously between adjacent
panels and between operable panel partition perimeter and adjacent surfaces, when
operable panel partition is extended and closed.
B. Horizontal Top Seals:
1. Continuous-contact, extruded-PVC seal exerting uniform constant pressure on track.
C. Vertical Seals: Deep-nesting, interlocking astragals mounted on each edge of panel, with
continuous PVC acoustical seals.
D. Top Seals: Panel top seals shall be fixed, flexible multi-fin.
E. Horizontal Bottom Seals: PVC-faced, mechanical, retractable, constant-force-contact seal
exerting uniform constant pressure on floor when extended, ensuring horizontal and vertical
sealing and resisting panel movement.
1. Automatically Operated for Acoustical Panels: Extension and retraction of bottom seal
automatically operated by movement of partition, with operating range not less than 2
inches (50 mm) between retracted seal and floor finish.
2.8 SUSPENSION SYSTEM
A. Suspension Tracks: Aluminum with adjustable steel hanger rods for overhead support,
designed for type of operation, size and weight of operable panel partitions as indicated. Size
track to support partition operation and storage without damage to suspension system,
operable panel partitions, or adjacent construction. Limit track deflection to no more than 0.10
inch between bracket supports. Provide a continuous system of track sections and
accessories to accommodate configuration and layout indicated for partition operation and
storage.
1. Model No.: 425 for Hinged Pairs of panels.
B. Carriers: Trolley system as required for configuration type, size, and weight of partition and
for easy operation; with ball-bearing wheels.
C. Aluminum Finish: Mill finish or manufacturer's standard, factory-applied, decorative finish
unless otherwise indicated.
D. Steel Finish: Manufacturer's standard, factory-applied, corrosion-resistant, protective coating
unless otherwise indicated.
E. Proof Load Testing: Submit test report from nationally recognized independent laboratory
showing that assembly of track/trolley/bracket/hanger rod sustains a load of 8,000 pounds at
mid-point of 48-inch simple span. Load applied to trolley via pendant bolt.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
RFI #121 – April 16, 2025 Group 4 Project No. 22575-01
10 2226-8 OPERABLE PARTITIONS
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine flooring, structural support, and opening, with installer present, for compliance with
requirements for installation tolerances and other conditions affecting performance of
operable panel partitions.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. General: Comply with ASTM E557 except as otherwise required by operable panel partition
manufacturer's written installation instructions.
B. Install operable panel partitions and accessories after other finishing operations, including
painting, have been completed.
C. Install panels from marked packages in numbered sequence indicated on Shop Drawings.
D. Broken, cracked, chipped, deformed, or unmatched panels are not acceptable.
E. Broken, cracked, deformed, or unmatched gasketing or gasketing with gaps at butted ends
is not acceptable.
3.3 FIELD QUALITY CONTROL
A. Optional Testing: City reserves the right to field sound test partition installation within 60 days
of installation. City Representative shall engage a qualified, professional, acoustical engineer
to perform field tests and to prepare test reports. Cost of the field sound tests shall be
responsibility of the City.
B. Testing Methodology: Perform testing of installed operable panel partition for noise isolation
according to ASTM E336, determined by ASTM E413, and rated for not less than STC
indicated. Adjust and fit partitions to comply with STC test method requirements.
C. Repair or replace operable panel partitions that do not comply with requirements.
1. Should operable panel partitions fail to achieve the specified STC, partition supplier
shall make corrections/adjustments and pay for the cost of retesting.
2. In the event that the specified STC is not achieved after corrections/adjustments and
retesting and the partition supplier has not been able to demonstrate that flanking
sound through the surrounding building construction is the cause for failure then the
partition supplier, at its own cost, shall replace the operable partition with a new
partition that is capable of achieving the specified STC and pay for the cost of field
sound testing this partition installation.
D. Prepare written test and inspection reports and submit to the City Representative.
3.4 ADJUSTING
A. Adjust operable panel partitions to operate smoothly, easily, and quietly, free from binding,
warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or
malfunctioning, throughout entire operational range. Lubricate hardware and other moving
parts as indicated by wall manufacturer.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
Group 4 Project No. 22575-01 RFI #121 – April 16, 2025
OPERABLE PARTITIONS 10 2226-9
B. Adjust storage pocket doors to operate smoothly and easily, without binding or warping.
Check and readjust operating hardware. Confirm that latches and locks engage accurately
and securely without forcing or binding.
3.5 CLEANING
A. Clean soiled surfaces on completing installation of operable panel partitions, to remove dust,
adhesives, and other foreign materials according to manufacturer's written instructions.
B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and
Installer that ensure operable panel partitions are without damage or deterioration at time of
Substantial Completion.
C. Replace panels that cannot be cleaned and/or repaired, in a manner approved by Architect,
before time of Substantial Completion.
D. Construction Waste Management: Manage construction waste in accordance with provisions
of Section 01 7419 Construction Waste Management and Disposal.
3.6 DEMONSTRATION
A. Engage a factory-authorized service representative to train City's maintenance personnel to
adjust, operate, and maintain operable panel partitions.
1. Test and adjust seals, hardware, carriers, tracks, pass doors, pocket doors, controls,
safety devices and other operable wall components. Replace damaged or
malfunctioning operable components.
2. Train City's maintenance personnel on procedures and schedules for servicing and
maintaining equipment and schedules.
3. Review data in maintenance manuals.
END OF SECTION 10 2226
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.
RFI #121 – April 16, 2025 Group 4 Project No. 22575-01
10 2226-10 OPERABLE PARTITIONS
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