HomeMy WebLinkAbout26 Civic Center Plz - REV 7 - PlanST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A0.0
COVER SHEET
SANTA ANA LIBRARY RENOVATION
PROJECT NUMBER: 22-1380
26 CIVIC CENTER PLAZA, CITY OF SANTA ANA, 92701
PERMIT/ CONFORM SET
AUGUST 02, 2024
PROJECT TEAM
ARCHITECT:CIVIL:LANDSCAPE:
STRUCTURAL:
GROUP 4 ARCHITECTURE RESEARCH +
PLANNING:
211 LINDEN AVENUE
SOUTH SAN FRANCISCO, CA 94080
T: (650) 871-0709
CONTACT: DAVID SCHNEE
KPFF
140 NEWPORT CENTER DRIVE
SUITE 100
NEWPORT BEACH, CA 92660
T: (949) 478-8805
CONTACT: GRANT KAI
TERRAIN INTEGRATION
143 S.OLIVE STREET
ORANGE, CA 92866
T: (714) 724-9814
CONTACT: STEPHANIE SHERMOEN
KPFF
18400 KARMAN AVE
SUITE 600
IRVINE, CA 92612
T: (949) 252-1022
CONTACT: BILL THORPE
MEP:HISTORIC ARCHTECT:
ACOUSTICS & TELECOM:
MEP CALIFORNIA ENGINEERING CORP.
1929 MAIN STREET
SUITE 980
IRVINE,CA 92614
T: (949) 516-6487
CONTACT: TOM PRESTON
PAGE & TURNBULL
523 WEST 6TH STREET
SUITE 1013
LOS ANGELES, CA 90014
T: (213) 221-1203
CONTACT:JOHN LESAK
SMITH FAUSE & MCDONALD
351 8TH STREET
SAN FRANCISCO, CA 94103
T: (415) 255 9140
CONTACT: PETER A. MCDONALD
PROJECT SCOPE OF WORK:
THE PROPOSED PROJECT IS A LIBRARY RENOVATION
OF BASEMENT, 1ST AND 2ND FLOORS WITH
EXTERIOR WORK.
THE SCOPE OF WORK INCLUDES ASSOCIATED SITE
WORK FOR SURFACE PARKING, PATHWAYS AND
LANDSCAPEING, ADDITION OF ACCESSIBLE
ELEVATOR; REPAIR AND REPLACEMENT OF NORTH
FACING WINDOWS; REPAIR OF MARBLE FACADE;
RENOVATION OF INTERIOR SPACES.
LOCATION MAP:
SANTA ANA LIBRARY
DEFERRED SUBMITTALS:
1. AUTOMATIC FIRE SPRINKLERS-PLANS AND
CALCULATIONS
2. FIRE ALARM SYSTEM
3. WORK OF DIVISION27: TELECOMINICATIONS
INCLUDING.
a.SUPPORT AND SEISMIC RESTRAINT
b.EQUIPMENT ANCHORAGE
SEPARATE PERMIT BEFORE
START OF WORK:
SHORING - The Sub-Contractor shall obtain a separate
permit before start of work.
ALTERNATE 1: BASEMENT LIGHTWELL AND
SKYLIGHTS: AT THE BASEMENT LEVEL, EXCAVATE
FOR THREE LIGHTWELLS WITH CONCRETE WALLS
AND SKYLIGHTS. SEE PLANS AND DETAILS.
ALTERNATE 2: SOUTH TRELLIS: AT THE SOUTH
PLAZA, PROVIDE FOOTINGS AND STEEL TRELLIS
STRUCTURE WITH LETTERS (SIGNAGE). SEE SHEETS
A2.5-10, S2.4-2, S4.2-2
ALTERNATE 3: RELOCATE 3 PALM TREES. PROTECT,
REMOVE, STORE AND MAINTAIN, REPLANT.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
"STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION" AS WRITTEN AND PROMULGATED BY THE
2018 EDITION OF SOUTHERN CALIFORNIA CHAPTER OF THE
A.P.W.A.
A.G.C.C. JOINT COOPERATIVE COMMITTEE HEREIN REFERRED
TO AS THE STANDARD SPECIFICATIONS AND THE CITY
OF SANTA ANA STANDARD PLANS & SPECIFICATIONS (UNLESS
SPECIFICALLY NOTED OTHERWISE OR IN THE SPECIAL
PROVISIONS FOR THIS PROJECT).
2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY OR STRUCTURE SHOWN ON THESE PLANS ARE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO
CERTIFICATION IS MADE AS TO ACCURACY OR
THOROUGHNESS OF THESE RECORDS.
APPROVAL OF THIS PLAN BY THE CITY OF SANTA ANA DOES
NOT CONSTITUTE AN EXISTENCE OR NONEXISTENCE OF ANY
UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE
LIMITS OF THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS).
THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE
ALERT (811) 48 HOURS BEFORE ANY EXCAVATION.
FA-07102
APPROVALS:
NABIL SABA, PE, EXECUTIVE DIRECTOR DATE
PUBLIC WORKS AGENCY
RUDY ROSAS, CITY ENGINEER DATE
BRIAN STERNBERG DATE
LIBRARY SERVICES DIRECTOR
PREPARED UNDER THE SUPERVISION OF:
DAVID SCHNEE, LICENSE C-27893 DATE
2024-04-30
ALL STAMPS AND SIGNATURES ARE DIGITAL FOR ALL SHEETS
FEC
FE
C
FE
C
FE
C
FE
C
FE
C
FE
C
#
LEGEND
OCCUPANT LOAD, SUB AREA
CUMULATIVE ROOM/ AREA OCCUPANT LOAD
F.E.C.FIRE EXTINGUISHER CABINET LOCATION
###
EXITING DIRECTION, NUMBER OF
OCCUPANTS EXITING
DRINKING FOUNTAIN WITH BOTTLE FILLERD.F.
EGRESS PATH FROM REMOTE LOCATIONS
###
###
EXITING LOAD TO THE EXTERIOR
EXITING LOAD TO THE ADJACENT ROOM
ACCESSORY SPACES, EXCLUDED FROM
OCCUPANT LOAD CALCULATION
ACCESSIBLE PATH FROM ENTRY TO
PROGRAM SPACES
16
15
17 17
2 4 7
YOUTH
STACKS
117
GREAT
READING
ROOM
101
TODDLERS
AND
INFANTS
120
FAMILY
ZONE
121
YOUTH
STACKS
118
ADULT
STACKS
119
SORTING
123
BOOKMOBILE
ROOM
103
MECH.
113
ALL GENDER
RESTROOM
114
ALL GENDER
RESTROOM
115
JAN. RM
112
WOMEN RR
111
MEN RR
110
STAFF MEN
RESTROOM
105
STAFF-WOMEN
RESTROOM
104
(E) EGRESS DOOR
204 OCC X.2=40.8"
72" PROVIDED
EGRESS DOOR
225 OCC X.2=45"
60" PROVIDED
(N) EGRESS DOOR
118 OCC X.2=23.6"
34" PROVIDED
81
2
NURSING/SENSORY
116
STORAGE
1081
154
MEETING/COMMUNITY
ROOM
102
OFFICE
103A
1
?From
Basement
From
Basement
From 2F
52'
97
'
-
5
3
/
8
"
34'
61'-6"
23'
1'
-
6
"
VESTIBULE
100
I.T.
106
VESTIBULE
107
BOOKSTORE
109
STORAGE
124
1 1
1 1
1
1 2
5 7
11
8
16
273
273/3+81/3=118
171/2+273/3+81/3=204
21+171/2+273/3+81/3=225
FEC
FEC
6
38 38
From
Basement
63 From 2F 63
149
136
83
16
PER CBC TABLE 1006.3.1: MINIMUM NUMBER OF EXITS OR ACCESS
TO EXITS PER STORY FOR A BUILDING WITH OCCUPANT LOAD OF
1-500 SHALL BE 2.
BASED ON CBC 2022 SECTION 1011.2: MIN STAIRWAY WIDTH 44".
BASED ON CBC 2022 SECTION 1011.2 EXCEPTION 1: MIN STAIRWAY
WIDTH 36" WHEN OCCUPANT LOAD LESS THAN 50.
PER CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE:
OCCUPANCY A WITH SPRINKLER SYSTEM MAXIMUM IS 250'. ALL
TRAVEL DISTANCES ARE WITHIN 250'
PER CBC 1007.1.2 AND 1007.1.1 EXCEPTION 2: TWO OR MORE EXIT
ACCESS DOORWAYS ARE REQUIRED, NOT LESS THAN TWO EXIT
ACCESS DOORWAYS SHALL BE PLACED AT DISTANCE APART
EQUAL TO NOT LESS THAN 1/3 THE LENGTH OF THE MAXIMUM
OVERALL DIAGONAL.
MAX. OVERALL DIAGONAL = 214' - 9", 1/3 OF MAX. OVERALL
DIAGONAL = 71' - 7"
EXIT SEPARATION AD = 98', BD = 117' - 5", AB = 94'
ALL MEET THE CODE REQUIREMENT.
ACCESSIBLE EGRSS EXIT-B
ACCESSIBLE
EGRSS EXIT-A
ACCESSIBLE EXIT-C
ACCESSIBLE
EGRSS EXIT-D
ACCESSIBLE
EXIT-E
MAX
.
D
I
A
G
O
N
A
L
50'
-
1
1
/
4
"
MAX. DIAG
O
N
A
L
214' - 8 3/4
"
36
'
-
6
3
/
4
"
MAX. OVERALL DIAGONAL = 50' - 1"
EXIT SEPARATION = 36' - 7"
36' - 7"/ 50' - 1" = 0.73 > 0.333 = OK
70'-4"
9'-0"
9'-0"
32'-10"
43'-10"
7'-0"10'-1"59'-10"
59'-6"
59'-1"4'-0"
30'-0"
38'-6"
98'
117'-5"
94'
51'-11"
A1.1-2
20
A1.0-2
3
STAFF
OFFICE
001
ARCHIVES
002
MECH
003
FIRE AL.RM
006
ELEVATOR-ABAN.
007
MECH-ABAN.
008
43
11
4
ALL GENDER
RESTROOM
010
EGRESS STAIR
38 X.3=11.4"
44" PROVIDED
EGRESS STAIR
38 X.3=11.4"
44" PROVIDED
76
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
OFFICE
017
STAFF
BREAK
ROOM
004
(E) ELEV.
CONTROL
RM.
005A
ELEV.
CONTROL
018
1
120' - 0"
1 1 1 1
3
1 1 1
1
1
25'-8"
20'-4"
7'
40'-5"
OFFICE
016
ELECTRICAL
019
ELEVATOR
LOBBY
009
1
1 ?
FEC
STORAGE
005 2
13
6
6
38
38
PER CBC TABLE 1006.3.1: MINIMUM NUMBER OF EXITS OR ACCESS
TO EXITS PER STORY FOR A BUILDING WITH OCCUPANT LOAD OF
1-500 SHALL BE 2.
BASED ON CBC 2022 SECTION 1011.2: MIN STAIRWAY WIDTH 48".
BASED ON CBC 2022 SECTION 1011.2 EXCEPTION 1: MIN STAIRWAY
WIDTH 36" WHEN OCCUPANT LOAD LESS THAN 50.
PER CBC 1007.1.2 AND 1007.1.1 EXCEPTION 2: TWO OR MORE EXIT
ACCESS DOORWAYS ARE REQUIRED, NOT LESS THAN TWO EXIT
ACCESS DOORWAYS SHALL BE PLACED AT DISTANCE APART
EQUAL TO NOT LESS THAN 1/3 THE LENGTH OF THE MAXIMUM
OVERALL DIAGONAL.
MAX. OVERALL DIAGONAL = 147' - 9", 1/3 OF MAX. OVERALL
DIAGONAL = 49' - 3"
EXIT SEPARATION = 112' - 6", MEETS THE CODE REQUIREMENT.
MAX. D
I
A
G
O
N
A
L
147' -
9
1
/
4
"
27'-9"
68'-8"
58'-6"
8'-10"
13'-0"
26'-2"
53'-6"
21'-2"
30'-4"
8'-5"
10'-8"
23'-2"
5'-1"
20'-4"
14'-0"
#311
RFI
PER CBC TABLE 1006.3.1: MINIMUM NUMBER OF EXITS OR ACCESS
TO EXITS PER STORY FOR A BUILDING WITH OCCUPANT LOAD OF
501-1,000 SHALL BE 3.
BASED ON CBC 2022 SECTION 1011.2: MIN STAIRWAY WIDTH 44".
PER CBC 1007.1.2 AND 1007.1.1 EXCEPTION 2: THREE OR MORE
EXIT ACCESS DOORWAYS ARE REQUIRED, NOT LESS THAN TWO
EXIT ACCESS DOORWAYS SHALL BE PLACED AT DISTANCE APART
EQUAL TO NOT LESS THAN 1/3 THE LENGTH OF THE MAXIMUM
OVERALL DIAGONAL.
MAX. OVERALL DIAGONAL = 298' - 8"
EXIT SEPARATION = 155' - 2"
155' - 2"/ 298' - 8" = 0.51 > 0.333 = OK
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A0.4-1
CODE- EXITING
PLAN
OCCUPANT LOAD FOR EXITING
ROOM FUNCTION OF SPACE RM NAME AREA OLF
OCCUPANT
LOAD
010 ACCESSORY-BUSINESS STAFF RR.Not
Placed
150
023 BUSINESS SKYLIGHT-1 Not
Placed
150
024 BUSINESS SKYLIGHT-2 Not
Placed
150
025 BUSINESS SKYLIGHT-3 Not
Placed
150
026 BUSINESS FIREPLACE RM Not
Placed
150
027 Not
Placed
028 Not
Placed
029 Not
Placed
030 BUSINESS FIREPLACE RM Not
Placed
150
031 Not
Placed
102C Not
Placed
001 BUSINESS STAFF OFFICE 6321 SF 150 43
002 A-3 ARCHIVES 1063 SF 100 11
003 MEP MECH 1065 SF 300 4
3/32" = 1'-0"19 FP01- FIRST FLOOR PLAN - EXITING
3/32" = 1'-0"03 BASEMENT EXITING
OCCUPANT LOAD FOR EXITING
ROOM FUNCTION OF SPACE RM NAME AREA OLF
OCCUPANT
LOAD
004 BUSINESS STAFF BREAK RM 399 SF 150 3
005 BUSINESS STAFF MEETING RM 221 SF 150 2
005A MEP ELEV. CONTROL 54 SF 300 1
005B BUSINESS VESTIBULE 78 SF
006 ACCESSORY-STORAGE FIRE AL.RM.48 SF 300 1
007 ACCESSORY-STORAGE ELEV.-ABAN.41 SF 300 1
008 ACCESSORY-STORAGE MECH-BABN.57 SF 300 1
009 NON-ASSIGNABLE VESTIBULE 310 SF
010 ACCESSORY-BUSINESS STAFF RR.76 SF 150 1
011 74 SF
012 BUSINESS OFFICE 120 SF 150 1
013 BUSINESS OFFICE 122 SF 150 1
014 ACCESSORY-STORAGE STORAGE 173 SF 300 1
015 BUSINESS OFFICE 128 SF 150 1
016 BUSINESS OFFICE 124 SF 150 1
017 BUSINESS OFFICE 127 SF 150 1
018 MEP ELEV. CONTROL 46 SF 300 1
019 MEP ELECTRICAL 186 SF 300 1
021 26 SF
022 22 SF
023 22 SF
ST-1 126 SF
ST-2 78 SF
ST-3 40 SF
100 NON-ASSIGNABLE VESTIBULE 326 SF
101 A-3 READING GREAT READING RM 4023 SF 50 81
LIMIT OF WORKCIVIC CENTER DRIVE
RO
S
S
S
T
R
E
E
T
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKSANTA ANA LIBRARYPA
R
K
I
N
G
S
T
R
U
C
T
U
R
E
LIMIT OF WORK
KID'S AREA
N.A.P.
EXISTING TO REMAIN
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
TR TRZZZZZZZZZZ ZZZZZ ZZZZZ
TE
L
P
A
N
E
L
WVLTWVLTWVLT
WVLT
WVLT
?" WR SL & PP PP
PP
&
S
L
SL&PP
EV
3314
3311 3313
DN
ELEC. VAULTS BELOW
TUNNEL BELOW
FIRE AL. RM.
BELOW 006
ELEV-ABAN.
BELOW 007
MECH-ABAN.
BELOW
008
HYDRONICS VAULTS
BELOW
PROPERTY LINE
BOOK
MOBILE
PARKING
DN
SLOPE
V.I.F.
DN
PA
PA PA PA
3309
33103317
PORT
COCHERE
SOUTH
ENTRY
DETECTABLE WARNING
DETECTABLE WARNING
TRASH
ENCLOS
URE
17
A1.1-2
18
A1.1-2
10
A1.1-2
SLOPE
V.I.F.
0318
0318
0318 0318 0318
LIDS AREA WITH
NEW PAVING ON TOP
DIRTS AREA WITH
NEW PAVING ON TOP
18
A1.1-2
3
A1.1-2
17
A1.1-2
17
A1.1-2
17
A1.1-2
17
A1.1-2
17
A1.1-2
SIM.SIM.SIM.
9
A1.1-2
Sim
1
A1.1-2
PA
1
A1.1-3
#310
RFI
PAVER TILE, 13/16" THICKNESS, SEE LANDSCAPE
DWGS.
GROUT
FULL 90 MIL CIM 1000
SYSTEM
THINSET
BONDED MORTAR
BED
(E) LID
SLOPE V.I.F.
2 PIECE 26GA FLASHING W.
SCREWS @ 24" OC, PAINT TO
MATCH ADJ.
(E) CONC. CURB
6" CIM SCRIM FABRIC SET IN
WET CIM MATERIAL
FULL 90 MIL CIM 1000 SYSTEM
EXTENDING UP 8 ” MIN.(E) WALL
8"
M
I
N
.
REMOVE (E) MORTAR JOINT TO ACCOMMODATE (N)
FLASHING, FILL JOINT WITH SILICONE SEALANT OVER
BACKER ROD, MIN. 1/4" WIDE
(E) MARBLE CLADDING
(E) CONCRETE CURB
EXTENSION DOWN
OUTBOARD ON CONCRETE
SLAB V.I.F.
REMOVE THE TOP 2 ” BELOW
FIRST FLOOR LEVEL LINE IF
EXISTING
2"
FIRST FLOOR
CANT STRIP 1/2"X1/2" MIN. CIM
1000 TROWEL GRADE
4"
M
I
N
.
O
V
E
R
L
A
P
HIGH TEMPERATURE SELF
ADHERED MEMBRANE
PAVER TILE, 13/16" THICKNESS, SEE
LANDSCAPE DWGS.
FULL 90 MIL CIM 1000
SYSTEM
THINSET
BONDED MORTAR
BED
(E) LID
REINFORCED FLASHING
MEMBRANE
(FULLY ADHERE OVER
PRIMED SURFACE)
(E) EARTH
5" CONCRETE SUBSTRATE
FLEXIBLE JOINT FILLER
DIVIDER STRIP
1'
-
0
"
SLOPE V.I.F.
#4 BAR DOWEL, 4" MIN.
EMBED, SET IN EPOXY
CANT STRIP 1/2"X1/2" MIN. CIM
1000 TROWEL GRADE
(E) VAULT CONCRETE
WALL
12
"
M
I
N
.
EXTEND LID WP MIN. 12 ” BELOW
COLD JOINT BETWEEN (E)
VAULT WALL AND (E) LID
CIM 1000 FULL 90 MILS WET
PAVER TILE, 13/16" THICKNESS, SEE
LANDSCAPE DWGS.
GROUT
FULL 90 MIL CIM 1000
SYSTEM
THINSET
BONDED MORTAR
BED
SLAB INFILL, TOP ELEVATION TO
MATCH EXISTING LIDS ADJ. SEE
STRUCURE 12/S5.0-1 AT HATCH
INFILL 3314 ELEV. SHAFT; SEE
7/S4.0-4 AT HATCH INFILL 0318
LOUVER SHAFTS
SLOPE V.I.F.
2"
(E) CONCRETE CURB
EXTENSION DOWN
OUTBOARD ON CONCRETE
SLAB V.I.F.
REMOVE THE TOP 2 ” BELOW
FIRST FLOOR LEVEL LINE IF
EXISTING
FIRST FLOOR
8"
M
I
N
.
COLD FLUID-APPLIED
WATERPROOFING TO
EXTEND MIN. 8" UP JAMBS
BEYOND
FULLY BEDDING THRESHOLD IN
COMPATIBLE SEALANT OVER
WATERPROOFING AND PRE-DRILLING
AND INSTALLING COMPATIBLE
SEALANT IN THRESHOLD FASTENER
HOLES.
(E) EARTH
SLOPE V.I.F.
PAVER TILE, 13/16" THICKNESS, SEE
LANDSCAPE DWGS.
5" CONCRETE SUBSTRATE
THINSET
ELASTOMERIC JOINT SEALER. ½”
MAX WIDTH
½” THICK ASPHALTIC STRIP
CONCRETE PAVING
BASE COURSE AS OCCURS
THICKENED EDGE (TYP.)
C5.0-0
SEE CIVIL'S DWG FOR
REINFORCEMENT
FORMED ALUMINUM PANEL
FORMED ALUMINUM CARRIER TRACK
(E) LID
V.I.F.
5/8" GYP. SHEATHING
FORMED ALUMINUM BRACKET
FORMED ALUMINUM BRACKET
VERMIN SCREEN
26GA MTL. FLASHING
WATER BARRIER
UNDERLAYMENT
EXTERIORINTERIOR
3 1/2"
CONCRETE CURB
PAVER ASSEMBLY, S.L.D.
FULL 90 MIL CIM 1000
SYSTEM
#4 BAR DOWEL, 3" EMBED, SET IN EPOXY
SEALANT OVER SCREWCANT STRIP 1/2"X1/2"
MIN. CIM 1000 TROWEL
GRADE
6" CIM SCRIM FABRIC
SET IN WET CIM
MATERIAL
PAVER TILE, 13/16" THICKNESS, SEE
LANDSCAPE DWGS.
FULL 90 MIL CIM 1000
SYSTEM
THINSET
BONDED MORTAR BED
(E) LID
REINFORCED FLASHING
MEMBRANE
(FULLY ADHERE OVER PRIMED
SURFACE)
(E) EARTH
5" CONCRETE SUBSTRATE
FLEXIBLE JOINT FILLER
DIVIDER STRIP
1'
-
0
"
SLOPE V.I.F.
#4 BAR DOWEL, 4" MIN.
EMBED, SET IN EPOXY. 24"
O.C. OFFSET FROM FIRST
SET OF DOWEL
CANT STRIP 1/2"X1/2" MIN. CIM
1000 TROWEL GRADE
(E) VAULT CONCRETE
WALL
CIM 1000 FULL 90 MILS WET
#4 BAR DOWEL, 4" MIN.
EMBED, SET IN EPOXY. 24"
O.C.
12" SITE CONC.,
ALIGN WITH
ADJACENT LID
1' - 0"
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A1.1-2
ENLARGED SOUTH
SITE PLAN
3/16" = 1'-0"20 SP- SITE PLAN - ENLARGED SOUTH SITE
KEYNOTE
NO.KEYNOTE TEXT
0318 INFILL EXISTING SHAFT OPENINGS AT SLAB ON
GRADE, SEE STRUCURE DETAIL 7/S4.0-4
3309 EASEMENT FOR PUBLIC UTILITIES INCLUDING
ELECTRICITY,COMMUNICATION, STEAM, AND
CHILLED WATER SEE SURVEY.
3310 GC TO PROVIDE ACCESS AND COORDINATE WITH
THE COUNTRY FOR FUTURE STEAM PIPES
REPLACEMENT WITHIN THE EASEMENT.
3311 ACCESS TO ELEC VAULT, REPLACE THE LIDS
3313 HYDRAULIC VAULT WITH LIDS, OWNED BY THE
COUNTY, REPAINT THE LIDS
3314 ELEVATOR VAULT AND LIDS, DEMO, PATCH AND
REFILL, SEE STRUCURE DETAIL 12/S5.0-1
3317 LOUVER BOX NEW CONSTRUCTION
3" = 1'-0"18 PAVING SECTION AT EXISTING LIDS
3" = 1'-0"10 PAVING SECTION AT CONTROL JOINTS BETWEEN EXITING LID AND EARTH
3" = 1'-0"17 PAVING SECTION AT HATCH INFILL AT SOUTH ENTRANCE
3" = 1'-0"3 JOINT DETAIL BETWEEN PAVER AND CONCRETE PAVING
#10.2
ASI
3" = 1'-0"9 BASE WALL AT SOUTH PORTAL - TYP. CURB BASE
1. PREPARE SURFACE WITH MANUFACTURER PRIMER
2. RECOMMEND PERFORMING ELECTRONIC LEAK DETECTION
(ELD) TESTING IN ACCORDANCE WITH ASTM D7877 ON AREAS OF
COLD FLUID-APPLIED WP AS A QUALITY ASSURANCE MEASURE
FOR MATERIAL INSTALLATION. IF BREACHES IN THE MEMBRANE
ARE IDENTIFIED DURING TESTING, THEY CAN BE ADDRESSED
THROUGH TARGETED REPAIRS.
3. REFER TO SPECS 07 1416 COLD FLUID-APPLIED
WATERPROOFING
3" = 1'-0"1 PAVING SECTION AT CONTROL JOINTS
4"
M
I
N
.
4" MIN.
FULL 90 MIL CIM 1000 SYSTEM
CIM 61TN EPOXY PRIMER
CIM SCRIM FABRIC SET IN WET
CIM MATERIAL
CIM 1000TG CANT STRIP
(E) VAULT CONCRETE
WALL
DRAINAGE PIPE PENETRATING
(E) VAULT CONCRETE WALL
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A1.1-3
SOUTH SITE PLAN
DETAILS
3" = 1'-0"1 CONCRETE WALL PEPE PENETRATION DETAIL
#310
RFI
R
FE
C
FE
C
FE
C
DW
FE
C
FE
C
01
A3.4-1
12
345678910
C
D
E
F
G
H
A5.0-1
5
1
A5.0-3
16
STAFF
OFFICE
001
ARCHIVES
002
MECH-ABAN.
008
ELEVATOR-ABAN.
007
FIRE AL.RM
006
MECH
003
ALL GENDER
RESTROOM
010
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
ELEV.
CONTROL
018
03ST-E
019
D24
B24aB24aC24aC24a
C24aC24aB24a
(E) ELEV.
OFFICE
017
08060806
STAFF
BREAK
ROOM
004
(E) ELEV.
CONTROL
RM.
005A
G24a
001
006-E007-E008-E
i015
10' - 3 3/8"
ELECTRICAL
019
014
0806
i014
OFFICE
016
018
019A
002A
018
A7.3-1
5
STORAGE
005
005A-E
ST-01ST-02
ST-03
5'
-
7
1
/
2
"
D24
D24
D24
D24
G26a
G26a
G26a
C24
D24
C24a
G26a
004
005
D
C24a
A2.5-8
3
9
VESTIBULE
005B
UP
UP
UP
C24a
C24a
4' - 5"
ALIGN F.O.F
C24
C24a
1058
0745
0745
2307
1407
A5.0-5
3
016 017
ST2 ST1
015
i012
012
i016 i017
A7.3-25
i013
013
1068
1068
2309
1069
STORAGE
023
0806 08060806
G24a
G24a
G24a
G24a
A5.0-1 4
1017
101710171017
10181018
1017
10181018
5
6
4TYP.
TYP.
TYP.
TYP.
#006
ASI
#006
ASI
#006
ASI
#006
ASI
#006
ASI
F14a #51
RFI
#51
RFI
021
C24 023
011
C24a F14a
F14
G24a
C24aC24
002
010
#019
ASI
#019
ASI
F14a
F14a
F14a
C24a
F14
C24a
C24a
F14a
#020
ASI
#020
ASI
#020
ASI
S
0943094309430943
F14
ALL GENDER
RESTROOM
011
4
A1.2-38
A1.2-3
022
#173.1
RFI
003
003A
#298
RFI
#287
RFI
#287
RFI #287
RFI
#311
RFI
03ST
1' - 2 1/2"
A2.5-8
6
A2.5-8 1
#348
RFI
18
"
M
I
N
.
#358
RFI
#358
RFI#358
RFI
WALL TYPE LEGEND
EXISTING WALL, TO REMAIN
NEW WALL
1-HOUR FIRE RATED WALL
NEW FURRED WALL
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A2.4-1
FLOOR PLAN-
BASEMENT 1/8" = 1'-0"1 FP00 - BASEMENT FLOOR PLAN
523 W 6 th Street,
Suite 1013,
Los Angeles, CA 90014
KEYNOTE
NO.KEYNOTE TEXT
0745 WATERPROOFING REMIDIATION FOR WATER
INFILTRATION
0806 INTERIOR STOREFRONT SYSTEM
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
1058 COMPACT SHELVING (MANUAL) CONCRETE SLAB,
SEE 2/S7.0-1
1068 EXISTING STAIRS, SEE HISTORIC BUILDING
CODES PER NOTE ON A0.4-0
1069 (E) EXTERIOR VAULTS WITH EXTERIOR ACCESS
ONLY
1407 PASSENGER ELEVATOR
2307 EXHAUST DUCT TO ROOF (E)
2309 AIR INTAKE VENTS WITH CONNECTION TO
UNDERSLAB DUCT TUNNELS. S.M.D.
#006
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
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
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
F14a
C24
G26aG26a
G26a C24
F14
C24
F14
C24
C24
C24
C24 C24a
B24a
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
F12
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
F10F12
F10
F12
F10
F10
F12
C14a
F12
F14
F12
F12
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
A1.2-3
2A1.2-3 6
#126
RFI
4
A1.2-38
A1.2-3
FIREPLACE
ROOM
122
25' - 5"
NEW LAYER OF GYP
BOARD APPLIED TO
EXISTING WALL ON WEST
SIDE
LEVEL 4 GYP BOARD
SURFACES
#116
A1.1-2
20
#014
ASI
5' - 3 1/2"
A1.0-2
3
16' - 3 1/2"
F10 #247
RFI
#247
RFI
F14
V.I.F.
2' - 5"
V.I.F.
1' - 10 3/4"5' - 4"
#247
RFI
1' - 4 1/2"
2' - 1"
EXISTING SPRINKLER MAIN
#247
RFI
#260
RFI
A5.0-112
#262
RFI
0806
A5.0-3
6
#183.3
RFI
ALIGN F.O.F.
ALIGN F.O.F.
#270
B24#312
RFI
4' - 6
3
/
4
"
8"
1' - 6
"
9 1/4
"
3' - 0
"
9 1/4
"
11
'
-
0
"
1017#355
RFI
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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A2.4-2
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 KEEP THE EXISTING PLASTER, BUILD NEW 2-1/2"
STUD WALL OUTSIDE OF PLASTER, AND ATTACH
TWO LAYERS OF TYPE X GYPSUM BOARD TO THE
NEW STUD WALLS 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)
#52
RFI
#282
RFI
12
345678910
C
D
E
F
G
H
STAFF
OFFICE
001
ARCHIVES
002
MECH-ABAN.
008
ELEVATOR-ABAN.
007
FIRE AL.RM
006
MECH
003
ALL GENDER
RESTROOM
010
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
ELEV.
CONTROL
018 (E) ELEV.
OFFICE
017
STAFF
BREAK
ROOM
004
(E) ELEV.
CONTROL
RM.
005A
ELECTRICAL
019
OFFICE
016
STORAGE
005
ST-01ST-02
ST-03
5'
-
7
1
/
2
"
VESTIBULE
005B
ALIGN F.O.F
STORAGE
023
ALL GENDER
RESTROOM
011
5'
-
4
"
7'
-
6
1
/
4
"
2'
-
5
"
6' - 5 3/4"
4' - 7 1/4"
10
'
-
7
1
/
2
"
6'
-
8
1
/
4
"
ALIGN ALIGN ALIGN ALIGN ALIGN
5' - 3"7' - 2 1/4"5' - 5 1/4"17' - 5 1/2"5' - 5"12' - 8 1/2"12' - 5 1/4"12' - 8 1/2"
ALIGN F.O.F.
ALIGN
5'
-
8
"
5'
-
9
1
/
2
"
11
'
-
2
1
/
4
"
2'
-
3
3
/
4
"
7'
-
0
3
/
4
"
4' - 11 1/4"1' - 5 3/4"10' - 8 3/4"
4' - 3 1/2"7' - 8 1/2"
ALIGN F.O.F.
2' - 9 1/2"34' - 1 1/2"
ALIGN F.O.F.
ALIGN F.O.F.
6' - 5"
2'
-
0
"
17
'
-
1
1
3
/
4
"
6'
-
1
3
/
4
"
9'
-
2
1
/
2
"
2' - 5 1/2"
ALIGN F.O.F
ALIGN
F.O.F
ALIGN
F.O.F
#287
RFI
#348
RFI
5'
-
0
"
#311
RFI
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A2.4-6
DIM CONTROL
PLAN - BASEMENT
1/8" = 1'-0"1 FP00 - BASEMENT FLOOR DIM CONTROL PLAN
#64
RFI
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
I.T.
106
SORTING
123STORAGE
108
(E) PORTE
COCHERE SOUTH ENTRY
AREA
(E) ELEV.
BOOKSTORE
109
TODDLERS
AND
INFANTS
120
FAMILY
ZONE
121
OFFICE
103A
NURSING/SENSORY
116
STORAGE
124
MEETING/COMMUNITY
ROOM
102
VESTIBULE
107
VESTIBULE
100
ST-01ST-02
ST-03
ST-04
C.L.
KID'S AREA
N.A.P.
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"
ALIGN F.O.F.
9
3
/
4
"
9
3
/
4
"
9
3
/
4
"
9
3
/
4
"
3' - 11"1' - 6 1/4"
3' - 11"1' - 6 1/4"
ALIGN F.O.F.
11
3
/
4
"
5'
-
3
"
ALIGN F.O.F.
9 1/2" V.I.F.
10' - 3 1/4"8' - 1 1/2"4' - 5 1/4"
ALIGN
F.O.F.
1'
-
9
1
/
4
"
7'
-
0
"
2' - 1"8' - 6 3/4"8' - 9 3/4"2' - 1 3/4"9' - 0 3/4"1' - 8 3/4"
18
'
-
9
3
/
4
"
6'
-
4
3
/
4
"
5
3
/
4
"
8
1
/
4
"
8
3
/
4
"
1'
-
8
"
3'
-
5
1
/
4
"
ALIGN
F.O.F.
5
3
/
4
"
3'
-
0
1
/
2
"
6'
-
0
1
/
2
"
1'
-
3
1
/
2
"
5 1/2"1' - 6"
1' - 2 3/4"
18' - 0 1/2"2' - 3 3/4"
45,00°
45,00°
45,
0
0
°
45,00°
ALIGN F.O.F.
ALIGN F.O.F.
1'
-
3
1
/
4
"
2'
-
3
3
/
4
"
ALIGN F.O.F.
3' - 1 1/4"
2' - 6 1/4"
15' - 0"1' - 10"
1' - 1 1/4"
2' - 4 3/4"
ALIGN F.O.F.
ALIGN F.O.F.
ALIGN F.O.F.
6' - 3 3/4"2' - 0 1/2"
ALIGN F.O.F.
ALIGN
F.O.F.
7' - 8 3/4"5' - 7 1/4"4' - 9 3/4"
ALIGN F.O.F.
ALIGN F.O.F.ALIGN F.O.F.
ALIGN F.O.F.
8
1
/
4
"
8'
-
4
1
/
4
"
2'
-
4
3
/
4
"
13
'
-
8
1
/
4
"
5'
-
7
"
2' - 3 3/4"3' - 6"
ALIGN
F.O.F.
2' - 5"7' - 2 3/4"11' - 5 3/4"10' - 9 1/4"3' - 7 1/4"17' - 4 1/4"
ALIGN
F.O.F.
5' - 9"
ALIGN F.O.F.
ALIGN F.O.F.
ALIGN
F.O.F.
ALIGN
F.O.F.
5'
-
2
3
/
4
"
7'
-
1
0
"
6'
-
1
1
3
/
4
"
5'
-
1
0
1
/
2
"
2'
-
9
3
/
4
"
14
'
-
9
1
/
4
"
3
1
/
4
"
ALIGN
F.O.F.
ALIGN
F.O.F.
5' - 1 3/4"
2'
-
1
1
1
/
2
"
ALIGN
F.O.F.
ALIGN F.O.F.
9' - 11 3/4"
ALIGN
F.O.F.
7'
-
8
"
4'
-
5
1
/
2
"
#220
RFI
1'
-
3
3
/
4
"
1'
-
4
1
/
4
"
1'
-
1
0
1
/
2
"
#220
RFI
#220
RFI
4'
-
1
1
1
/
4
"
8'
-
3
1
/
2
"
3'
-
0
"
CENTER OF HSS
ALIGN W. CENTER
OF WALL
#232
RFI
9 1/4
"
3' - 0
"
9 1/4
"8"
1' - 6
"
#322
RFI
#322
RFI
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A2.4-7
DIM CONTROL
PLAN - FIRST
FLOOR
1/8" = 1'-0"1 FP01- FIRST 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
2
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
'
-
7
1
/
2
"
2'
-
7
"
A1.0-2
3
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
7
A9.5-2
8
A9.5-2
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"
A1.1-2
9
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
"
1'
-
7
"
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
#231.1
RFI
METAL PANEL CLAD #231.1
RFI
9'
-
0
"
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
8'
-
7
"
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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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
SM-1
SM
-
1
SM
-
1
SM-1
SM
-
1
23
F
ALL GENDER
RESTROOM
010
A2.5-8 4
5
2
1207
2206B
22081205A
A2.5-8
5
2 OPP.
OPP.
OPP.
2208 1205A
1205A1205A
18" MIN.
1207
ALL GENDER
RESTROOM
011
18" CLR.18" CLR.
1' - 2 1/2"8' - 8"V.I.F
1' - 6 7/8"
CLR.
11 1/8"
8'
-
1
0
3
/
8
"
18
"
M
A
X
.
1'
-
6
"
F14a
011 010
C24a C24a
JANITOR
022
1208E1208D
8' - 8"
A2.5-8
6
18" MIN.
#342
RFI
#342
RFI
#342
RFI
#342
RFI
A2.5-8 14 A2.5-81OPP.
0841
0944
1076
#325
RFI
010
3'
-
4
"
1249
2206B
0911 0911
0903A
1208E
2208
F
0903A
0911
1249
2206B
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:
010 011
ALIGN
0841
EQEQ
F
0903A
2208
2205A
1207
0911
V.I.F.
2"1' - 6"
2'
-
0
"
V.
I
.
F
.
7'
-
2
"
0944
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A2.5-8
ENLARGED FLOOR
PLANS
RESTROOMS
1/2" = 1'-0"3 ENLARGED STAFF RESTROOMS - BASEMENT
1/4" = 1'-0"5 IE - 010 STAFF RR - NORTH
1/4" = 1'-0"2 IE - 010 STAFF RR - SOUTH
1/4" = 1'-0"4 IE - 010 STAFF RR - EAST
KEYNOTE
NO.KEYNOTE TEXT
0841 12 IN x12 IN VISION LITE FOR SEWAGE EJECTOR
CONTROLLER, 1/4 IN THICK GLASS, WHITE PAINT
FINISH
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
0944 ACCESS PANEL, REFER TO 8/ A9.4-1 FOR SIMILAR
DETAIL AND 02/9.4-3 FOR OPENING FRAMING
1076 SEWAGE EJECTOR CONTROLLER
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
2205A DRINKING FOUNTAIN, HIGH-LOW WITH WATER
BOTTLE FILLER
2206B LAVATORY, RAMP SINK, S.P.D. COUNTERTOP
MOUNTED FAUCET, SOAP DISPENSER AND HAND
DRYER
2208 PLUMBING, S.P.D.
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
#020
ASI
#020
ASI
#020
ASI
1/4" = 1'-0"6 IE - OUTSIDE RR NORTH WALL
#325
RFI
1/4" = 1'-0"1 IE-011 STAFF RR -EAST
#342
RFI
#325
RFI
#325
RFI
#325
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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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
003A A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 39
03ST A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16 1HR FIRE RATING
03ST-E A 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
004 C 3' - 0"6' - 11"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 14&15/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
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
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； REMOTE CONTROLLED LOCK202C3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 21 CR； REMOTE CONTROLLED LOCK211C3' - 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； REMOTE CONTROLLED LOCK211BA3' - 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； REMOTE CONTROLLED LOCK221C3' - 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； REMOTE CONTROLLED LOCK222A3' - 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
#49.1
RFI
#298
RFI
#003.1
ASI
#003.1
ASI
#311
RFI
#349
RFI
FIRST FLOOR-119' - 10 1/2"
SECOND FLOOR-107' - 10 1/2"
CDEFGH
ROOF-86' - 4 1/2"
210
116
T.O.CORNICE-84' - 8"
DEMOLISH PORTION
FOR (N)
STOREFRONT 118
9'
-
0
"
6' - 11 3/4"
REMOVE (E) DOOR
AND TRANSOM
211209
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
T.O.CORNICE-84' - 8"
109 110 111 112
FIRST FLOOR-119' - 10 1/2"
SECOND FLOOR-107' - 10 1/2"
12345678910
ROOF
-86' - 4 1/2"
113
204 205 206
115
208207
T.O.CORNICE
-84' - 8"
REMOVE (E) DOOR. DEMOLISH WALL
PORTION
12' - 5 1/4"
8'
-
7
"
REMOVE (E)
BOOKDROP
REMOVE (E) SURVEILLANCE
CAMERAS. TYP. ALL ELEVATIONS.
PATCH EMBEDMENTS PER DETAILS
AND SPECIFICATIONS
#022
ASI
#231.1
RFI
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"
DEMOLISH STOREFRONTCAREFULLY
REMOVE (E) PUSH
BUTTON
REMOVE (E) DOOR
TO ACCOMMODATE
(N) WINDOW 114
DEMOLISH WALL
PORTION
6'
-
1
0
"
12' - 0"
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A3.0-1
BUILDING
ELEVATIONS -
DEMOLITION
1/8" = 1'-0"1 EAST ELEVATION - EXISTING/DEMO
1/8" = 1'-0"2 WEST ELEVATION - EXISTING/DEMO
1/8" = 1'-0"3 SOUTH ELEVATION - EXISTING/DEMO
1/8" = 1'-0"4 NORTH ELEVATION - EXISTING/DEMO
1/8" = 1'-0"5 PORTE-COCHERE ELEVATON - EXISTING/DEMO
#003
ASI
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
#022
ASI
108-A
3
A8.7-2
4
A8.7-2
3
A8.7-2
RF DRAIN LEADER HEAD AND
DOWNSPOUT TO CONNECT TO
RAINWATER DRAINAGE SYSTEM. C.L.
ALIGN WITH CENTER OF EXISTING
SCUPPER, EXACT LOCATION V.I.F.
#033
ASI OVERFLOW LEADER HEAD AND
DOWNSPOUT DAYLIGHT TO LANDSCAPE. C.L.
ALIGN WITH CENTER OF EXISTING SCUPPER,
EXACT LOCATION V.I.F. CONFIRM IT DOES
NOT ENCROACH WITH WINDOW.
#033
ASI
1' - 4 3/4"
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
#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.
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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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
1
PATCH CONCRETE SPALL. SEE
DETAILS 6-8 A8.8-5. ALL PATCH
LOCATIONS HAVE LESS THAN 2 SQ
FT SURFACE AREA OF VISIBLE
DETERIORATION.
#034
ASI
AT DOOR JAMBS BELOW GRADE
1
TYPE
1
32
2 22
2 2
LOOSE SILL.
RE-ATTACH
REMOVED BOOKDROP.
INFILL WALL AND
PATCH MARBLE
#034
ASI
#034
ASI2
2
2222 2
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A3.1-2
BUILDING
ELEVATIONS
STONE
ASSESSMENT
3. SEE A8.8-3 FOR ADDITIONAL INFORMATION
#034
ASI
#034
ASI
#034
ASI
#034
ASI
#034
ASI
1.
2.
3.
4.
5.
ADDITIONAL NOTES:
REFER TO RFI 333.1 RESPONSE FOR
ADDITIONAL MARBLE REPAIR LOCATIONS IN
MAIN BUILDING FAÇADES.
CLEAN ALL EXPOSED CONCRETE AND
CEMENTITIOUS PARGE AT BASE.
SOUND TO VERIFY EXTENTS OF DELAMINATED
AND UNSOUND CONCRETE AND PARGE,
FOLLOWED BY REBOUND HAMMER AT
UNSOUND PARGE AREAS.
REPAIR CONCRETE AND PARGE SPALLS AND
CRACKS TO MATCH CLEANED ORIGINAL
ADJACENT PER DETAILS 6-8 A8.8-5
PROVIDE CEMENT PLASTER PARGE MATCHING
ORIGINAL ADJACENT CLEANED CEMENT
PLASTER PARGE PER ASTM C 926, TYPES CL
AND FL PLASTER MIXES.
#034
ASI
#034
ASI
#034
ASI
(E) SCUPPER
SEE 5/A3.1-1 FOR (N) WALL
AT CORNER
RETURN3AT CORNER
RETURN3
6TYP
2
7
7TYP
7TYP TYP
SEE 5/A3.1-1 FOR
(N) OPENING
2
2
5
33
8
SEE PHOTO D
2
2
7
(E) LETTERING TO REMAIN, PATCH
EMBEDMENT IF REMOVED6
3
1
7
3
1
1 AT CORNER RETURN,
SEE PHOTO B
7
8
TYP
TYP
TYP TYP
3
3 AT CORNER RETURN,
SEE PHOTO A
3
3
AT CORNER
RETURN
AT CORNER
RETURN AT CORNER
RETURN, SEE
PHOTO A
1
1
2
AT CORNER
RETURN
6 TYP
52
7
7
TYP
TYP
1
1
2
52
AT CORNER
RETURN
CAREFULLY REMOVE
AND SALVAGE FOR
REINSTALLATION. RE-
ATTACH LOOSE PIECES
AT CORNER RETURN,
SEE PHOTO C. PROVIDE
ATTACHMENT
CONDITION
DOCUMENTATION AFTER
REMOVAL.
3 AT CORNER
RETURN
5
CAREFULLY REMOVE AND
SALVAGE FOR REINSTALLATION.
REPLACE ONLY IF NOT POSSIBLE
TO RE-ATTACH (E) PIECE.
PROVIDE ATTACHMENT
CONDITION DOCUMENTATION
AFTER REMOVAL.
1
1
SPOT CLEAN STAINING AT MARBLE
DUTCHMAN REPAIR OR PATCHING NEEDED.
REFER TO DETAIL 2/A8.8-4 AND SPECIFICATIONS.
A. VIEW OF EAST ELEVATION CORNER RETURN
CRACKED AND BROKEN
MARBLE AT CORNER
RETURN. PINNING
REQUIRED, SEE DETAIL
1/A8.8-4
TYPICAL OPEN
SEALANT JOINT AT
CORNERS. REMOVE
AND REPLACE
SEALANT. SEE A8.8-3
FOR DETAILS
TYPICAL OPEN
SEALANT JOINT AT
CORNERS. REMOVE
AND REPLACE
SEALANT. SEE A8.8-3
FOR DETAILS
TYPICAL FERROUS
EMBEDMENT AT
PORTE COCHERE
CORNER RETURNS.
REMOVE AND PATCH
TO MATCH
AREAS OF CRACKING
AT MARBLE, PATCH
TO MATCH. PINNING
REQUIRED AT CRACK,
SEE DETAIL 1/A8.8-4
FERROUS
EMBEDMENT WITH
ADJACENT SPALLED
AND MISSING
MARBLE. REMOVE
AND DUTCHMAN
STONE TO MATCH.
B. VIEW OF EAST ELEVATION CORNER RETURN AT HEADER
C. VIEW OF WEST ELEVATION CORNER RETURN AT HEADER
DETACHED MARBLE
PIECES AND OPEN
JOINTS. CAREFULLY
REMOVE ONE FACE
PANEL AND ONE
UNDERSIDE PANEL
PRIOR TO FULL
REMOVAL TO
ENSURE
UNDERSTANDING OF
CONDITION AND
ASSEMBLY, IF
POSSIBLE. SHORE AS
NEEDED TO
STABILIZE
REMAINING PANELS.
REMOVE WOODBOARD.
INFILL WALL AND PATCH
MARBLE. SEE A3.1-2 FOR
SCOPE AT BUILDING
SOUTH ELEVATION.
D. VIEW OF SOUTH ELEVATION MISSING MARBLE AT OPENING HEADER
MISSING MARBLE
PIECE. REPLACE TO
MATCH EXISTING.
SEE DETAIL 4/A8.8-5
FOR REFERENCE.
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A3.1-3
PORTE-COCHERE
STONE
ASSESSMENT
1/4" = 1'-0"1 PORTE-COCHERE SOUTH ELEVATON - MARBLE CONDITIONS
1/4" = 1'-0"2 PORTE-COCHERE EAST ELEVATION - MARBLE CONDITIONS
1/4" = 1'-0"3 PORTE-COCHERE WEST ELEVATION - MARBLE CONDITIONS
#034
ASI
NTS4PORTE COCHERE - MARBLE CONDITIONS
PATCH CONCRETE SPALL. SEE
DETAILS 6-8 A8.8-5. ALL PATCH
LOCATIONS HAVE LESS THAN 2 SQ
FT SURFACE AREA OF VISIBLE
DETERIORATION.
1
TYPE
1.
2.
3.
4.
5.
ADDITIONAL NOTES:
REFER TO RFI 333.1 RESPONSE FOR
ADDITIONAL MARBLE REPAIR LOCATIONS IN
MAIN BUILDING FAÇADES.
CLEAN ALL EXPOSED CONCRETE AND
CEMENTITIOUS PARGE AT BASE.
SOUND TO VERIFY EXTENTS OF DELAMINATED
AND UNSOUND CONCRETE AND PARGE,
FOLLOWED BY REBOUND HAMMER AT
UNSOUND PARGE AREAS.
REPAIR CONCRETE AND PARGE SPALLS AND
CRACKS TO MATCH CLEANED ORIGINAL
ADJACENT PER DETAILS 6-8 A8.8-5
PROVIDE CEMENT PLASTER PARGE MATCHING
ORIGINAL ADJACENT CLEANED CEMENT
PLASTER PARGE PER ASTM C 926, TYPES CL
AND FL PLASTER MIXES.
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
SHADE 1 SHADE 2 SHADE 1
SHADE 2
#63
RFI
NOT USED
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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 MOTORIZED 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 MOTORIZED 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 MOTORIZED 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 MOTORIZED 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 MOTORIZED 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 MOTORIZED 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 MOTORIZED 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 5/A8.6-1 4/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 --2/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'-7"FIXED ALUMINUM ANODIZED NO 1 N/A 6/A8.6-1 4/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 1/A8.6-2 9/A8.6-2 4/A8.6-2 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 --2/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
#014
ASI
#014
ASI
#014
ASI
#014
ASI
#231.1
RFI
#031
ASI
#031
ASI
#031
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 7'-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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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
#034
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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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 JANITOR P-1 P-1 P-1 P-1 C-4 R-1 R-1 R-1 R-1
023 STORAGE 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 P-7 P-7 P-1 P-1 C-1 N/A N/A R-1 N/A
119 ADULT STACKS P-7 P-7 P-7 P7 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 P-6 N/A AWP-1 P-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 RUBBER STAIR TREAD W/RISE; COLOR: RENEW R191
CAMEL; PROFILE: 95 HAMMERED W/RISER;
CONTRASTING STRIPT COLOR: 100 BLACK
48" L; V.I.F; CUT TO FIT
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
#209
RFI
#331
RFI #331
RFI
#016.2
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
P-6
R-1
C-5
N/A
AWP-1 P-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
#331
RFI
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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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
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'-6"
(E) ELEV.
CONTROL
RM.
005A
STAFF
BREAK
ROOM
004
+7'-6"
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"
#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
4
A1.2-38
A1.2-3
9"
+7'-6"
30
'
-
3
"
EXISTING CABLE TRAY
SEE TN.6.1-0 EXISTING CABLE TRAY
SEE TN.6.1-0
9
A9.4-1
9
A9.4-1
2"2"
2"2"
#159.1
RFI
+7'-6"+7'-6"
#024
ASI
+8'-0"
#311
RFI
+7'-6"
+7'-6"
#357
RFI
#357
RFI #357
RFI
#357
RFI
#357
RFI
#357
RFI
+7'-6"+7'-6"+7'-6"
#357
RFI
#357
RFI
#357
RFI
#357
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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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
BOOKSTORE
109
+8'-0"
+8'-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
+8'-7"
+9'-0"
VESTIBULE
100
+9'-4 1/2"
+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
#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
4
A1.2-38
A1.2-3
+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"
10
A9.4-3
9
A9.4-1
7
A9.4-1
7
A9.4-1
#142.1
RFI
#142.1
RFI
V.
I
.
F
.
15
'
-
2
"
A1.0-2
3
7
A9.5-2
8
A9.5-2
ALIGN F.O.
BULKHEAD
#270#024
ASI
+9'-0"
#306
RFI
+8'-0"
#306
RFI
OPEN TO
STRUCTURE
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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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
#231
RFI
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
+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"
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
5'
-
5
3
/
4
"
+7'-10"
#204
RFI
+7'-8"
#204
RFI
#204
RFI #204
RFI
#204
RFI
#028
ASI
OPEN TO
STRUCTURE
#306
RFI
A.F.F.9' - 6"
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
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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
SECOND FLOOR
-107' - 10 1/2"
89
1 1/2" STAINLESS STEEL HANDRAIL,
MATTE BLACK, POWDER COAT PTD.
1'
-
6
"
GLASS SHOE AND GLASS
SYSTEM
TY
P
.
3'
-
0
"
6" A.F.F. METAL RAMP
BASE WALL BARRIER ON
BOTH SIDES OF RAMP,
MATTE BLACK, POWDER
COAT PTD.
TYP.
0' - 0 1/2" JOINTS
3' - 10"3' - 10"3' - 10"3' - 10"3' - 10"
3'
-
2
"
MIN.
1' - 0"
MIN.
1' - 0"
STAINLESS STEEL U CAP
MATTE BLACK, POWDER
COAT PTD.
ALUMINUM CLADDING
SHOE, MATTE BLACK,
POWDER COAT PTD.
A24 3 1/2 X 3 1/2 X 3/8 HSS SILL
AND VERTICALS, 1/4"
WELDED TYP.
1/2" LAMINATED
TEMPERED CLEAR GLASS
SECOND FLOOR
-107' - 10 1/2"
9
1 1/2"METAL
HANDRAIL, PTD.
3'
-
0
"
T
Y
P
1' - 0 3/4"
A7.0-2
2
2' - 0"
5' - 0 1/2"
1' - 1 3/4"
89
F
G
2
A7.0-1
3
A7.0-1
DN
1
A7.0-2
1" / 12"
+1'-6"
+1'-6"
F.O.F.
18' - 0"
11"
TYP
11"
15
'
-
0
"
2' - 1 1/2"1' - 0 1/4"
RAMP
WARNING STRIPING, TYP
7'
-
6
"
7'
-
6
"
0"
M
I
N
.
1
1
/
2
"
M
I
N
.
CL
E
A
R
W
I
D
T
H
4'
-
9
"
7"
ALIGN FACE
OF FINISH
1
1
/
2
"
M
I
N
.
F.O.F.
2' - 5"
PONY WALL WITH
HARDWOOD TRIM CAP
PONY WALL WITH
HARDWOOD TRIM CAP
CL
E
A
R
W
I
D
T
H
7'
-
0
1
/
2
"
CL
E
A
R
W
I
D
T
H
6'
-
1
0
"
2' - 1 1/2"
ALIGN FACE
OF FINISH
G1.2-38
2' - 4 1/4"
#028
ASI
4'
-
4
1
/
2
"
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A7.0-1
VERTICAL
CIRCULATION-
STAIR PLANS &
SECTIONS
1/2" = 1'-0"2 SECOND FLOOR RAMP
1/2" = 1'-0"3 SECOND FLOOR STAIRS TO HISTORY AREA
1/2" = 1'-0"1 SECOND FLOOR RAMP AND STAIRS PLAN
#028
ASI
1'-0"
11_2"
R4"
2" WIDE CONTRASTING BAND
PLACED PARALLEL AND NOT
MORE RHAN 1" FROM THE TREAD
NOSE OF THE BOTTOM AND TOP
STEPS (TYP.AT EACH INTERIOR
STAIR RUN), CONTRASTING BAND
TO BE ON ALL TREADS OF
EXTERIOR STAIRS
TREADS ARE MINIMUM 11" AND
SLIP RESISTANT WITH
SMOOTH, ROUNDED OR
CHAMFERED EXPOSED EDGES.
STAIR RISERS ARE SLOPED
AND/OR THAT THE
UNDERSIDE OF STAIR
NOSING SHALL HAVE AN
ANGLE OF NOT MORE THAN
30 DEGREES FROM
VERTICAL
*RISERS AND TREADS ARE TO BE UNIFORM
WITHIN ANY SINGLE STAIR WITH A MAXIMUM
VARIATION FOR BOTH RISERS AND TREADS
OF 3/8".
NOTE: FOR TYPICAL WALL
MOUNTED HANDRAIL SEE
DETAIL 5/A7.1-1
1" NOSING, TYP
27
"
M
A
X
27
"
M
A
X
1' - 0"
+ 12" MIN
TREAD DEPTH38
"
M
A
X
34
"
M
I
N
11" MIN*
4"
M
I
N
*
7"
M
A
X
*
1/2" MAX RADIUS AT NOSING
1 1/2"1 1/2" MIN.
PARTITION AS SCHEDULED,
SEE PLAN FOR TYPE
SPACE FILLER, VERIFY
DEPTH WITH
PARTITION TYPE
S.S. HANDRAIL
BRACKET
BACKING PLATE, S.S.D.
MI
N
1
1
/
2
"
FACE OF NOSING
(TOP RISER)CONT. WHERE TURNED
AROUND WALL
FACE OF
WALL
OF
S
T
A
I
R
N
O
S
I
N
G
34
"
-
3
8
"
T
O
T
O
P
HANDRAIL BRACKET AT
4'-0" O.C. MAX.
HANDRAIL TO BE GRIPPABLE AND
UNINTERUPTED. HANDRAIL NOT TO
ROTATE IN FITTINGS. S.S. @ STAIR #2 AND
PTD. STEEL @ STAIR #1
ELEVATION
RETURN END OF HANDRAIL TO
WALL, TYPICAL
1 1/2"
9"
6"
A7.0-2
5
#29
RFI
2'
-
8
"
2'
-
0
"
1 1/2"
MI
N
.
1
1
/
2
"
GLASS SHOE WELDED TO
3.5x3.5x3/8" HSS SILL WITH
3.5x3.5x3/8" VERTICALS @48"
OC MAX, 1/4" WELDED TYP.
#028
ASI
3.25”X4” SHOE BASE,
ALUMINUM CLADDING
1"
A7.0-2
3
THRU-BOLT PER 3/A7.0-2,
VERIFY BOLT DOES NOT
OCCUR AT DECK GROVES
L4x4x1/4
1/4"Ø HILTI KB-TZ 2 W/ 1 1/2" EMEBD
SEE 5/S4.0-4 FOR
STRUCTURAL
CONNECTION DETAILS
11"11"
1/2" PLATE WITH 3/8"⌀
A325 THRU-BOLTS WITH
1/4"x3" SQ PLATE WASHER
@ EACH BOLT
3.5x3.5x3/8" VERTICAL
HSS POSTS
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A7.0-2
VERTICAL
CIRCULATION -
STAIR AND RAMP
DETAILS
1/4" = 1'-0"9 TYPICAL STAIR / WARNING STRIPING
6" = 1'-0"5 INTERIOR WALL MOUNTED HANDRAIL
1 1/2" = 1'-0"6 ENDS OF WALL MOUNTED HANDRAIL
1 1/2" = 1'-0"1 SECTION AT SECOND FLOOR RAMP
1 1/2" = 1'-0"2 STAIR DETAIL
6" = 1'-0"4 POST FLOOR CONNECTION
6" = 1'-0"3 PLAN DETAIL AT BOTTOM OF HSS POST
#028
ASI
ALUMINUM
STOREFRONT
FRAME. ANCHOR TO
CONCRETE
PERIMETER SEALANT.
TYP.
3/16"X4" BLUE TAPCOON
SCREW @ 12"OC.
STAGGER AS PRE-
MANUFACTURED HOLES
IN FRAME ALLOW
(E) MARBLE CLADDING
PRE-DRILL HOLES
THROUGH MARBLE
FOR ANCHORS. SEAL
2 1/4" MIN. TO EDGE OF CONC. WALL
SELF ADHERED
WEATHER BARRIER
#014
ASI
ALUMINUM
STOREFRONT
FRAME. ANCHOR TO
CONCRETE
PERIMETER SEALANT.
TYP.
3/16"X4" BLUE TAPCOON
SCREW @ 12"OC.
STAGGER AS PRE-
MANUFACTURED HOLES
IN FRAME ALLOW
(E) MARBLE CLADDING
PRE-DRILL HOLES
THROUGH MARBLE
FOR ANCHORS. SEAL
2 1/4" MIN. TO CONC. WALL EDGE
SELF ADHERED
WEATHER BARRIER
PRESSURE FIT METAL FLASHING.
MATCH STOREFRONT FINISH
#014
ASI
ALUMINUM
STOREFRONT FRAME
AND DOOR
METAL THRESHOLD
FLOOR FINISH REFER
ARCHITECTURAL
SLOPE 2%
MAX
NOTE: REFER TO A0.5-2 FOR
THRESHOLD REQUIREMENTS.
ALUMINUM
STOREFRONT
FRAME. ANCHOR TO
CONCRETE
PERIMETER SEALANT.
TYP.SELF ADHERED
WEATHER BARRIER
PRESSURE FIT METAL FLASHING.
MATCH STOREFRONT FINISH
SELF ADHERED
WEATHER BARRIER.
LAP O/FLASHING
2 PIECES 16GA 8"
NESTED METAL STUDS
(SIZE V.I.F.)
FORMED ALUMINUM
PANEL. FASTEN TO
SHEATHING. PROVIDE
BLOCKING
WALL ANGLE AND
FASTENER
3/4" REVEAL
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
#231.1
RFI
PERIMETER
CONDITION
1 1/2"
ALUMINUM
STOREFRONT FRAME.
ANCHOR TO CONCRETE
PERIMETER SEALANT.
TYP.
3/16"X4" BLUE TAPCOON
SCREW @ 12"OC. STAGGER
AS PRE-MANUFACTURED
HOLES IN FRAME ALLOW
PRE-DRILL HOLES
THROUGH MARBLE FOR
ANCHORS. SEAL
2 1/4" MIN. TO EDGE OF CONC. WALL
SELF ADHERED
WEATHER BARRIER
METAL CLADING SYSTEM
ALUMINUM STOREFRONT
FRAME. ANCHOR STEEL STUDS
PERIMETER SEALANT.
TYP.
SELF ADHERED
WEATHER BARRIER
EXTERIOR SHEATHING
METAL CLADING SYSTEM
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A8.6-1
EXTERIOR
STOREFRONT
DETAILS
6" = 1'-0"2 (E) ENTRANCE PORTAL JAMB
6" = 1'-0"3 ENTRANCE PORTAL TRANSOM HEAD
6" = 1'-0"1 ENTRANCE DOOR THRESHOLD
ALIGN
6" = 1'-0"4 NEW ENTRANCE PORTAL TRANSOM HEAD
#014
ASI
6" = 1'-0"5 EAST ENTRANCE PORTAL JAMB
6" = 1'-0"6 SOUTH ENTRANCE PORTAL JAMB
FIRST FLOOR-119' - 10 1/2"
SECOND FLOOR-107' - 10 1/2"
45
VERTICAL CRACK. REPAIR
WITH DUTCHMAN PATCH,
WITH SALVAGED STONE
STORE ON SITE PER
SPECIFICATIONS
DUTCHMAN PATCH
REPAIR, USE
SALVAGED STONE
STORE ON SITE.
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A8.8-5
DETAILS - STONE
REPAIR
1/4" = 1'-0"5 Enlarged Elevation @ Louver Box Connecting to Bldg
#10.2
ASI
6" = 1'-0"8 CONCRETE REINFORCED SPALL REPAIR - TYPE I
6" = 1'-0"7 CONCRETE SPALL TYPE II REPAIR
6" = 1'-0"6 CONCRETE SPALL TYPE III REPAIR
#034
ASI
STUD AT JAMB, S. S. 4/ S6.0-2
CONT. SEALANT AND
BACKER ROD
5/8" GYPSUM BD, PTD.
CORNER BEAD, PTD.
5/8" GYPSUM BD, PTD.
THRESHOLD W/ MITERED RETURN
DOOR & HARDWARE, SEE
DOOR SCHEDULE
2"
4
1
/
2
"
ALIGN
PARTITION AS
SCHEDULED, SEE PLANS
FOR WALL TYPE
PARTITION AS SCHEDULED,
SEE PLAN FOR WALL TYPE
ROOM INSIDE
ROOM OUTSIDE
FOR WALL THICKNESS,
SEE FLOOR PLANS FOR
TYPE & PARTITION
SCHEDULE FOR
ASSEBLY
STUD AT JAMB, S. S. 4/
S6.0-2
DOOR FRAME.
PAINTED
SEE DOOR SCHEDULE
FOR DOOR TYPE AND
HARDWARE
INSULATION, WHERE
OCCURS
1"
1 1/2"
1 1/2"
1"
FOR WALL THICKNESS,
SEE FLOOR PLANS FOR
TYPE & PARTITION
SCHEDULE FOR
ASSEBLY
STUD AT HEADER, S. S. 2/
S6.0-2
DOOR FRAME.
PAINTED
SEE DOOR SCHEDULE
FOR DOOR TYPE AND
HARDWARE
INSULATION, WHERE
OCCURS
1"
1
1
/
2
"
FLOOR TRANSITION AT CENTER OF DOOR
1. FLOOR TRANSITION/ THRESHOLD= MAX. 1:2 RISE:RUN, TYP.
2. SEE A9.2-1 FOR ADDITIONAL INFO ON FLOOR TRANSITIONS
3. WHERE THERE IS NO CHANGE IN FINISH, NO THRESHOLD IS REQUIRED.
DOOR JAMB MULLION
BEYOND
DOOR & HARDWARE,
SEE DOOR SCHEDULE
FLOOR FINISH, SEE
FINISH PLAN &
SCHEDULE, TRANSITION
AT CL OF DOOR, UNLESS
OTHERWISE NOTED
DOOR THRESHOLD
W/ MITERED
RETURN, WHERE
OCCURS
PARTITION EDGE
BEYOND, SEE PLANS
FOR WALL TYPE
3/4"1/2"3/4"
P
E
R
S
P
E
C
S
.
UN
D
E
R
C
U
T
STUD AT HEADER, S. S.
2/ S6.0-2
INT. DOOR HEAD
MULLION
CONT. SEALANT AND
BACKER ROD, TYP.
5/8" GYPSUM BD, PTD.
CORNER BEAD, PTD.
INSULATION, WHERE
OCCURS, SEE WALL
TYPE
PARTITION AS
SCHEDULED, SEE PLAN
FOR WALL TYPE
GLAZING, SEE DOOR
SCHEDULE
ROOM INSIDEROOM OUTSIDE
AL
I
G
N
2"
4 1/2"
DOOR JAMB MULLION
BEYOND
DOOR, SEE SCHEDULE
PARTITION EDGE
BEYOND, SEE PLAN
FOR WALL TYPE
FLOOR TRANSITION AT CENTER OF DOOR
5 1/4"2"
1. FLOOR TRANSITION/ THRESHOLD= MAX. 1:2 RISE:RUN, TYP.
2. SEE A9.2-1 FOR ADDITIONAL INFO ON FLOOR TRANSITIONS
FLOOR FINISH, SEE
FINISH PLAN &
SCHEDULE,
TRANSITION AT CL OF
DOOR, UNLESS
OTHERWISE NOTED
DOOR THRESHOLD W/
MITERED RETURN,
WHERE OCCURS
0' - 0 1/2" MIN.
1/
4
"
M
A
X
.
1/2" MIN.
1/
4
"
M
A
X
.
GLAZING, SEE DOOR
SCHEDULE
WALL STUD DEPTH X 25 GA. MET.
STUDS 16" O.C.
STUD AT HEADER, S. S. 2/ S6.0-2
5/8" GYP. BD., PTD.
ALUM. SNAP-ON CASING
ALUM. DOOR FRAME
DOOR, SEE SCHEDULE
DOOR STOP
INSULATION, WHERE
OCCURS
STUD AT JAMB, S. S. 4/ S6.0-2
INSULATION PER PARTITION
SCHEDULE
GYP. BD., PTD.
PARTITION AS SCHEDULED
ALUM. SNAP-ON CASING
ALUM. DOOR FRAME W/ DOOR
STOP
DOOR, SEE SCHEDULE
1 1/2"
DOOR, SEE SCHEDULE
ALUM. DOOR FRAME W/ DOOR STOP
ALUM. SNAP-ON CASING
STUD AT JAMB, S. S. 4/ S6.0-2
INSULATION PER PARTITION
SCHEDULE
GYP. BD., PTD.
STUD DEPTH X 25 GA. STUDS
@ 16" O.C.
1 1/2"
1. FLOOR TRANSITION/ THRESHOLD= MAX. 1:2 RISE:RUN, TYP.
2. SEE A9.0-6 FOR ADDITIONAL INFO ON FLOOR TRANSITIONS
3. WHERE THERE IS NO CHANGE IN FINISH, NO THRESHOLD IS REQUIRED.
DOOR JAMB MULLION BEYOND
DOOR, SEE SCHEDULE
FLOOR FINISH, SEE FINISH PLAN &
SCHEDULE, TRANSITION AT CL OF
DOOR, UNLESS OTHERWISE NOTED
DOOR THRESHOLD W/ MITERED
RETURN, WHERE OCCURS.
FLOOR TRANSITION AT CENTER OF DOOR
3/4"3/4"3/4"
1/
2
"
M
A
X
.
4 1/2"
DOOR, SEE SCHEDULE
ALUM. DOOR FRAME W/ DOOR STOP
ALUM. SNAP-ON CASING
STUD AT JAMB, S. S. 4/ S6.0-2
INSULATION PER PARTITION
SCHEDULE
GYP. BD., PTD.
STUD DEPTH X 25 GA. STUDS
@ 16" O.C.
STUD AT JAMB, S. S. 4/ S6.0-2
INSULATION PER PARTITION
SCHEDULE
GYP. BD., PTD.
PARTITION AS SCHEDULED
ALUM. SNAP-ON CASING
ALUM. DOOR FRAME W/ DOOR
STOP
DOOR, SEE SCHEDULE
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A9.1-1
INTERIOR DETAILS
- DOORS
6" = 1'-0"08 IDR - INT. STOREFRONT DOOR JAMB @ GYP. WALL
6" = 1'-0"04 IDR - HM. DOOR JAMB
6" = 1'-0"02 IDR - HM. DOOR FRAME HEAD, TYP.
6" = 1'-0"01 IDR - INT. DOOR THRESHOLD
6" = 1'-0"06 IDR - INT. STOREFRONT DOOR HEAD
6" = 1'-0"05 IDR - INT. STOREFRONT DOOR SILL
6" = 1'-0"10 IDR - INT. WIN. DOOR HEAD
6" = 1'-0"12 IDR - INT. WIN. DOOR JAMB STRIKE
6" = 1'-0"16 IDR - INT. WIN. DOOR JAMB HINGE
6" = 1'-0"09 IDR - INT. WIN. DOOR SILL
6" = 1'-0"15 IDR - INT. WIN. DOOR JAMB HINGE AT STUD TRANSFER
6" = 1'-0"14 IDR - INT. WIN. DOOR JAMB STRIKE AT STUD TRANSFER
#349
RFI
//
/
CEILING JOIST PER
OPENING FRAMING
400T150-54
JOIST STUD, TYP.(2) #10 SMS ATTACH WEB OF
CLIPPED 400T150-54 TO WEB OF
JOIST STUD, TYP. EA. END
CLIP FLANGE OF
400T150 & BEND BACK
TO FORM "L" CLIP
TYPICAL CONNECTION
A
A
04 A9.4-3
2' - 1" MAX.
4'
-
1
"
M
A
X
.
CEILING JOIST PER
400T150-54 EA SIDE
04 A9.4-3
SECTION Fy(ksi)
33
4psfLateral Support of Compression Flange
UnsupportedJoist spacing (in) o.c.
12 16 24 12 16 24
7'10"7'3"6'6"7'1"6'6"5'9"7'4"6'8"5'10"162PDS125-18 70
12 16 24 12 16 24
6psfLateral Support of Compression Flange
Mid-SpanJoist spacing (in) o.c.UnsupportedJoist spacing (in) o.c.Mid-SpanJoist spacing (in) o.c.
250PDS125-18 70
362PDS125-18 70
400PDS125-18 70
600PDS125-18 70
33
33
33
33
8'4"7'7"6'8"
9'0"8'5"7'7"8'2"7'7"6'9"10'3"9'4"11'9"10'8"9'4"8'2"
9'11"9'2"8'3"8'11"8'3"7'5"12'6"11'6"14'1"12'11"11'6"10'2"
10'2"9'5"8'6"9'2"8'6"7'8"12'11"11'10"14'6"13'4"11'10"10'6"
11'10"10'11"9'10"10'7"9'10"8'10"15'0"13'10"16'10"15'6"13'10"12'3"
9'4"8'7"7'8"8'3"7'8"6'10"8'7"7'10"9'10"9'0"7'10"6'10"
10'4"9'7"8'6"9'3"8'6"7'8"11'11"10'10"13'8"12'5"10'10"9'6"
11'3"10'5"9'4"10'1"9'4"8'5"14'7"13'6"16'2"15'0"13'6"12'0"
11'7"10'9"9'8"10'5"9'8"8'8"15'0"13'11"16'8"15'6"13'11"12'5"
13'1"12'2"10'11"11'9"10'11"9'10"17'0"15'8"18'11"17'6"15'8"14'1"
162PDS125-18
250PDS125-18
362PDS125-18
400PDS125-18
600PDS125-18
1. FOR UNBRACED SECTIONS, ALLOW MOMENT IS BASED ON 2012 AISI SPECIFICATIONS SECTION C3.1.2 WITH WEAK AXIS AND
TORSIONAL UNBRACED LENGTH ASSUME TO BE THE LISTED SPAN (COMPLETELY UNBRACED). FOR MID-SPAN BRACED SECTIONS,
ALLOWABLE MOMENT BASED ON 2012 AISI SPECIFICATIONS SECTION C3.1.2 WITH WEAK AXIS AND TORSIONAL UNBRACES LENGTH
ASSUMED TO BE ONE HALF OF THE LISTED SPAN (BRACING AT MID-SPAN)
2. WEB CRIPPLING CALCULATION BASED ON BEARING LENGTH = 1 INCH
3. WEB CRIPPLING AND SHEAR CAPACITY HAVE NOT BEEN REDUCED FOR PUNCHOUTS. IF WEB PUNCHOUTS OCCUR NEAR SUPPORT
MEMBERS MUST BE CHECKED FOR REDUCED SHEAR AND WEB CRIPPLING IN ACCORDANCE WITH THE 2012 AISI SPECIFICATIONS
4. VALUES ARE SIMPLE SPAN CONDITIONS
(1) LAYER OF 1/2" OR
5/8" GYPSUM BOARD,
PERPENDICULAR TO
JOIST STUD FRAMING
400S125-32 @ 24"O.C., PER SCHED SEE 3 / A9.2-8
STRAP BLOCKING AT MID SPAN PER 4/ A.2-8
1.
2.
NOTES:
ATTACH GYP BOARD TO FRAMING WTIH ASTM
C1002 TYPE S SCREWS WITH CORROSION
RESISTANT TREATMENT AT 12" O.C. MAX.
WHEN GYPSUM BOARD IS TO BE APPLIED TO
BOTH CEILING AND WALLS, GYPSUM BOARD
SHALL BE APPLIED FIRST TO THE CEILING AND
THEN TO THE WALLS IN ACCORDANCE WITH
ASTM C840.
TYP.
5
A9.2-8
12'-0" MAX.
#10 @ EA. JOIST STUD &
(4) #10 PER BLOCK, TYP.
362S162-54, TYP.
(2) #10 @ FLANGE T&B
EA. END, TYP.
TRACK BLOCKING TO
MATCH JOISTS. PLACE
@ 72" O.C. MAX. & @ EA.
END OF STUD, TYP.
FRAMED CEILNG
SEE PLAN FOR
SIZE AND SPACING
(1) LAYER GYP, MAX.
A SECTION AT TYP. STUD
#10 SMS @ TOP &
BOT FLANGES, TYP.
400T150-54
JOIST STUD, SEE 3/A9.2-8
(1) LAYER OF GYP. MAX.
(2) LAYERS GYP. MAX.
METAL STUD 18GA (43
MIL) MIN (RDP SHALL
DESIGN THE WALL)
(3) #10 SMS TO EA.
STUD WHERE TRACK
IS FASTENED THRU
GYP. (2) #10 SMS
WHERE TACK IS
FASTENED DIRECTLY
TO VERT. STUD, TYP.
D GYP BOARD ATTACHMENT
JOIST STUD
WALL TRACKASTM C1002 TYPE S
SCREWS AT 12" O.C.
#10 SMS @ TOP &
BOT FLANGES, TYP.
400T150-54
JOIST STUD, SEE 3/A9.2-8
(1) LAYER OF GYP. MAX.
(2) LAYERS GYP. MAX.
METAL STUD 18GA (43
MIL) MIN (RDP SHALL
DESIGN THE WALL)
(3) #10 SMS TO EA.
STUD WHERE TRACK
IS FASTENED THRU
GYP. (2) #10 SMS
WHERE TACK IS
FASTENED DIRECTLY
TO VERT. STUD, TYP.
B SECTION AT JAMB
C SECTION AT OPENING
1/16" MAX.
(3) #10 SMS TO EA.
STUD WHERE TRACK
IS FASTENED THRU
GYP. (2) #10 SMS
WHERE TACK IS
FASTENED DIRECTLY
TO VERT. STUD, TYP.
HEADER
(2) LAYERS GYP. MAX.
(1) LAYER OF GYP., MAX.
JOIST STUD, SEE 3/A9.2-8
400T150-54
#10 SMS @ TOP & BOT
FLANGES, TYP.
METAL STUD 18 GA (43 MIL) MIN
SOFFIT FRAMING,
L TRIM 2-1/2 INCH DRML-300
#10 SMS, TYP.
COLUMN W/
FIREPROOFING, S.S.D.
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 RCP2
1
/
2
"
2"2"
(1) LAYER OF 5/8" TYPE X
GYPSUM BOARD,
PERPENDICULAR TO JOIST
STUD FRAMING
CH-STUD 2-1/2" X 1-1/2" 20 GA.
J-RUNNER 2-1/2" WIDE WITH 1" LEG AND
2" LEG 24 GA. STEEL
1.
2.
3.
NOTES:
ATTACH GYP BOARD TO FRAMING WITH ASTM
C1002 TYPE S SCREWS WITH CORROSION
RESISTANT TREATMENT AT 24" O.C. MAX.
WHEN GYPSUM BOARD IS TO BE APPLIED TO BOTH
CEILING AND WALLS, GYPSUM BOARD SHALL BE
APPLIED FIRST TO THE CEILING AND THEN TO THE
WALLS IN ACCORDANCE WITH ASTM C840.
1-HR RATED HORIZONTAL SHAFT WALL PER UL NO.
K-501 OR UL. U415 SYSTEM A 1HR FIRE TEST
2' - 0"
1" GYP. BD 24" WIDE
STUD DEPTH DEFLECTION
L/120 16'-10"13'-8"250CT-21
2-1/2" 21 mils (25 GA)
11'-10"8'-6"
5 PSF 7.5 PSF 10 PSF 15 PSF
250CT-33
2-1/2" 33 mils (20 GA)
L/240 11'-10"9'-10"8'-8"7'-3"
ALLOWABLE CEILING CH/CT STUD SPAN
16'-10"14'-4"11'-1"
12'-11"11'-1"9'-11"8'-7"
L/360
L/120
L/240
L/360
9'-10"8'-3"7'-3 6'-2"
12'-11"
11'-1"9'-6"8'-7"7'-5"
0.157"Ø HILTI 'X-U' PDF
W/ 1 1/4" EMBED @ 16"
OC & 2" FROM ENDS
#10 SMS @ TOP &
BOT FLANGES, TYP.
400T150-54
4" MIN.4" MIN.
(E) FLOOR SLAB
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A9.4-3
INTERIOR DETAILS
- CEILINGS
1 1/2" = 1'-0"02 ICL - JOISTED GYP BOARD CLG @ACCESS PANELS
1 1/2" = 1'-0"04 ICL - ALLOWABLE CEILING STUD SPAN
1 1/2" = 1'-0"01 ICL - JOIST GYP-BOARD CEILING SECTION
1 1/2" = 1'-0"09 ICL - GYP BD CEILING JOIST - FINISH ONE SIDE ONLY
3" = 1'-0"10 ICL - JOISTED GYP BD CEILING CONNECTIONS
#020
ASI
1 1/2" = 1'-0"13 ICL - COLUMN @ GYP BD CLG
1 1/2" = 1'-0"15 ICL - 1 HOUR FIRE RATED JOIST GYP-BOARD CEILING SECTION
#178.2
RFI
#325
RFI
FIRST FLOOR-119' - 10 1/2"
SECOND FLOOR-107' - 10 1/2"
ACOUSTICAL INSULATION
OPERABLE PARTITION
DROP RODS BY MFR.
(2) LAYERS GWB
CORNER BEAD, PTD.
OPERABLE PARTITION TRACK
STL HEADER BEAM, S.S.D.
9' 0" A.F.F.
OPERABLE BOTTOM SEAL
3'
-
0
"
9' - 0"
(E) W14X, VIF, S.S.D.
11
1
/
2
"
16" O.C.
16GA ANGLE
F10a WALL TYPE (7/8" HAT CHANNEL
W. INSULATION)
16GA ANGLE
#352
RFI
12
E
13
A9.5-1A
01
A9.5-1A
25' - 1 7/8"
25' - 10 3/4"
5'
-
9
"
1'
-
2
1
/
2
"
4'
-
2
"
4
1
/
2
"
4"
8"4' - 2"4' - 2"4' - 2"4' - 2"4' - 2"4' - 4"
26' - 0 1/4"
C.L.
2'
-
2
"
3'
-
6
"
PASS-THROUGH DOOR
A9.5-1B
1
A9.5-1B
1
A9.5-1B
1
A9.5-1B
2
A9.5-1B
6
4
A9.5-1B
26' - 0 1/4"
12
9'
-
0
"
PASS-THROUGH DOOR
OPERABLE PARTITION
IN CLOSED POSITION
STL HEADER BEAM,
S.S.D.
STL HSS
COLUMN,
S.S.D.
OPERABLE
PARTITION
CLOSET
STL HSS COLUMN,
S.S.D.
OPEN TO BEYOND FOR MEP
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A9.5-1A
INTERIOR DETAILS
- OPERABLE
PANELS
3" = 1'-0"01 IDR - OPERABLE PARTITION HEAD & SILL
3/4" = 1'-0"16 FP - OPERABLE PARTITION FLOOR PLAN
3/4" = 1'-0"13 IDR - OPERABLE PARTITION ELEVATION
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
A9.5-3
INTERIOR DETAILS-
FIRE PLACE
DETAILS
#322
RFI
#322
RFI
#322
RFI
#322
RFI
1.
2.
3.
4.
5.
6.
7.
SEE G0.0 FOR SIGNAGE GENERAL NOTES & LEGENDS
SEE G0.1 FOR SIGNAGE FONTS, COLORS, & TYP.
MOUNTING HEIGHTS
SEE G0.2 FOR SIGNAGE SCHEDULE
SEE G1.0 SERIES FOR SIGNAGE PLANS
SEE G1.1 SERIES FOR CODE SIGNAGE DETAILS
VERIFY COPY PRIOR TO FABRICATION
FIELD VERIFY WITH ARCHITECT FOR ALL LOCATIONS
PRIOR TO PLACEMENT.
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G0.2
CODE SIGNAGE
AND WAYFINDING -
SCHEDULE
CODE SIGNAGE SCHEDULE
TAG
ROOM
NUMBER TYPE SIGN TEXT/ GRAPHIC
ALD
ALD 102B ASSISTIVE LISTENING DEVICE SIGN ASSISTIVE LISTENING SYSTEM AVAILABLE
CRR1a
CRR1a 104 WOMEN'S RESTROOM ROOM ID SIGN WOMEN
CRR1a 111 WOMEN'S RESTROOM ROOM ID SIGN WOMEN
CRR1b
CRR1b 105 MEN'S RESTROOM ROOM ID SIGN MEN
CRR1b 110 MEN'S RESTROOM ROOM ID SIGN MEN
CRR1c
CRR1c 010 UNISEX RESTROOM ROOM ID SIGN ALL GENDER RESTROOM
CRR1c 011 UNISEX RESTROOM ROOM ID SIGN ALL GENDER RESTROOM
CRR1c 114 UNISEX RESTROOM ROOM ID SIGN ALL GENDER RESTROOM
CRR1c 115 UNISEX RESTROOM ROOM ID SIGN ALL GENDER RESTROOM
CRR1c UNISEX RESTROOM ROOM ID SIGN ALL GENDER RESTROOM
CRR1c 2T1 UNISEX RESTROOM ROOM ID SIGN ALL GENDER RESTROOM
CRR1c 2T2 UNISEX RESTROOM ROOM ID SIGN ALL GENDER RESTROOM
CRR1c 2T3 UNISEX RESTROOM ROOM ID SIGN ALL GENDER RESTROOM
CRR2a
CRR2a 104 WOMEN'S RESTROOM DOOR SIGN
CRR2a 111 WOMEN'S RESTROOM DOOR SIGN
CRR2b
CRR2b 105 MEN'S RESTROOM DOOR SIGN
CRR2b 110 MEN'S RESTROOM DOOR SIGN
CRR2c
CRR2c 010 UNISEX RESTROOM DOOR SIGN - ACCESSIBLE
CRR2c 011 UNISEX RESTROOM DOOR SIGN - ACCESSIBLE
CRR2c 114 UNISEX RESTROOM DOOR SIGN - ACCESSIBLE
CRR2c 115 UNISEX RESTROOM DOOR SIGN - ACCESSIBLE
CRR2c 2T1 UNISEX RESTROOM DOOR SIGN - ACCESSIBLE
CRR2c 2T2 UNISEX RESTROOM DOOR SIGN - ACCESSIBLE
CRR2c 2T3 UNISEX RESTROOM DOOR SIGN - ACCESSIBLE
CRR3
CRR3 010&011 RESTROOM BLADE SIGN
CRR3 110&111 RESTROOM BLADE SIGN MEN
CRR3 114&115 RESTROOM BLADE SIGN MEN
CRR3 2T1,2,3 RESTROOM BLADE SIGN EXIT ROUTE
E1
E1 005 ELEVATOR DESIGNATION SIGN B
E1 005 ELEVATOR DESIGNATION SIGN B
E1 009 ELEVATOR DESIGNATION SIGN B
E1 009 ELEVATOR DESIGNATION SIGN B
E1 107 ELEVATOR DESIGNATION SIGN (STAR SYMBOL) 1
E1 107 ELEVATOR DESIGNATION SIGN (STAR SYMBOL) 1
E1 123 ELEVATOR DESIGNATION SIGN (STAR SYMBOL) 1
E1 123 ELEVATOR DESIGNATION SIGN (STAR SYMBOL) 1
E1 2S3 ELEVATOR DESIGNATION SIGN 2
E1 2S3 ELEVATOR DESIGNATION SIGN 2
E1 200 ELEVATOR DESIGNATION SIGN 2
E1 200 ELEVATOR DESIGNATION SIGN 2
E2
E2 005B DO NOT USE ELEVATOR SIGN IN CASE OF FIRE USE STAIRS
E2 009 DO NOT USE ELEVATOR SIGN IN CASE OF FIRE USE STAIRS
E2 107 DO NOT USE ELEVATOR SIGN IN CASE OF FIRE USE STAIRS
E2 123 DO NOT USE ELEVATOR SIGN IN CASE OF FIRE USE STAIRS
E2 2S3 DO NOT USE ELEVATOR SIGN IN CASE OF FIRE USE STAIRS
E2 200 DO NOT USE ELEVATOR SIGN IN CASE OF FIRE USE STAIRS
E3
E3 107 ELEVATOR BLADE SIGN
E3 200 ELEVATOR BLADE SIGN
EVAC
EVAC 001A EVACUATION MAP
EVAC 001A EVACUATION MAP
EVAC 001B EVACUATION MAP
EVAC 102A EVACUATION MAP
EVAC 102B EVACUATION MAP
EVAC 107 EVACUATION MAP
EVAC 200 EVACUATION MAP
EX1
EX1 101A EXlT SIGN EXIT
EX1 101B EXlT SIGN EXIT
EX1 103A EXlT SIGN EXIT
EX1 103B EXlT SIGN EXIT
EX1 107 EXlT SIGN EXIT
EX1 120 EXlT SIGN EXIT
EX1 123 EXlT SIGN EXIT
EX2
EX2 002 EXlT ROUTE SIGN EXIT ROUTE
EX2 009 EXlT ROUTE SIGN EXIT ROUTE
EX2 102A EXlT ROUTE SIGN EXIT ROUTE
EX2 102B EXlT ROUTE SIGN EXIT ROUTE
EX2 211 EXlT ROUTE SIGN EXIT ROUTE
EX2 212 EXlT ROUTE SIGN EXIT ROUTE
EX2 224 EXlT ROUTE SIGN EXIT ROUTE
EX3
EX3 200 EXIT ROUTE SIGN EXIT STAIR DOWN
EX3 200 EXIT ROUTE SIGN EXIT STAIR DOWN
EX3 222 EXIT ROUTE SIGN EXIT ROUTE
EX6
EX6 222 EXlT RAMP 2 EXIT ROUTE
EX7
EX7 001A EXlT STAIR EXIT STAIR UP
EX7 001B EXlT STAIR EXIT STAIR UP
EX7 005B EXlT STAIR EXIT STAIR UP
F2
F2 001A F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 001B F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 002 F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 002 F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 002 F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 009 F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 009 F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 019A F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 200 F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 200A F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
F2 200A F2-FIRE BARRIER ONE HOUR FIRE BARRIER PROTECT ALL OPENINGS
FE
FE 001A FIRE EXTINGUISHER SIGN FIRE EXTINGUISHER GRAPHIC
FE 001B FIRE EXTINGUISHER SIGN FIRE EXTINGUISHER GRAPHIC
FE 001C FIRE EXTINGUISHER SIGN FIRE EXTINGUISHER GRAPHIC
CODE SIGNAGE SCHEDULE
TAG
ROOM
NUMBER TYPE SIGN TEXT/ GRAPHIC
FE 004 FIRE EXTINGUISHER SIGN FIRE EXTINGUISHER GRAPHIC
FE 009 FIRE EXTINGUISHER SIGN FIRE EXTINGUISHER GRAPHIC
FE 103 FIRE EXTINGUISHER SIGN FIRE EXTINGUISHER GRAPHIC
FE 119 FIRE EXTINGUISHER SIGN FIRE EXTINGUISHER GRAPHIC
FE 121 FIRE EXTINGUISHER SIGN FIRE EXTINGUISHER GRAPHIC
FE 222 FIRE EXTINGUISHER SIGN FIRE EXTINGUISHER GRAPHIC
M2
M2 101A INT'L SYMBOL OF ACCESSIBILITY INT'L SYMBOL OF ACCESSIBILITY
M2 101B INT'L SYMBOL OF ACCESSIBILITY INT'L SYMBOL OF ACCESSIBILITY
M2 107 INT'L SYMBOL OF ACCESSIBILITY INT'L SYMBOL OF ACCESSIBILITY
M6
M6 103A ACCESSIBLE ENTRANCE INT'L SYMBOL OF ACCESSIBILITY. DIRECTIONAL
M6 120 ACCESSIBLE ENTRANCE INT'L SYMBOL OF ACCESSIBILITY. DIRECTIONAL
OCC2
OCC2 102A OCCUPANCY SIGN MAXIMUM OCCUPANCY 153
OCC2 102B OCCUPANCY SIGN MAXIMUM OCCUPANCY 93
OCC2 102C OCCUPANCY SIGN MAXIMUM OCCUPANCY 60
RM1
RM1 002A TYPICAL ROOM ID SIGN 002 ARCHIVES
RM1 002B TYPICAL ROOM ID SIGN 002 ARCHIVES
RM1 003 TYPICAL ROOM ID SIGN 003 MECHANICAL
RM1 004 TYPICAL ROOM ID SIGN 004 STAFF BREAK
RM1 005 TYPICAL ROOM ID SIGN 005 STORAGE
RM1 005A TYPICAL ROOM ID SIGN 005A ELEVATOR CONTROL
RM1 006 TYPICAL ROOM ID SIGN 006 FIRE ALARM
RM1 007 TYPICAL ROOM ID SIGN 007 ELEV- ABAN
RM1 008 TYPICAL ROOM ID SIGN 008 MECH-ABAN
RM1 009 TYPICAL ROOM ID SIGN 009 VESTIBULE
RM1 012 TYPICAL ROOM ID SIGN 012 OFFICE XX
RM1 013 TYPICAL ROOM ID SIGN 013 OFFICE XX
RM1 014 TYPICAL ROOM ID SIGN 014 STAFF MEETING
RM1 015 TYPICAL ROOM ID SIGN 015 OFFICE XX
RM1 016 TYPICAL ROOM ID SIGN 016 OFFICE XX
RM1 017 TYPICAL ROOM ID SIGN 017 OFFICE XX
RM1 018 TYPICAL ROOM ID SIGN 018 ELEVATOR CONTROL
RM1 019A TYPICAL ROOM ID SIGN 019 ELECTRICAL
RM1 019B TYPICAL ROOM ID SIGN 019 ELECTRICAL
RM1 102A TYPICAL ROOM ID SIGN 102 MEETING
RM1 102B TYPICAL ROOM ID SIGN 102 MEETING
RM1 103 TYPICAL ROOM ID SIGN 103 BOOKMOBILE
RM1 103A TYPICAL ROOM ID SIGN 103A OFFICE XX
RM1 106 TYPICAL ROOM ID SIGN 106 IT
RM1 108 TYPICAL ROOM ID SIGN 108 STORAGE
RM1 109 TYPICAL ROOM ID SIGN 109 BOOKSTORE
RM1 112 TYPICAL ROOM ID SIGN 112 JANITOR
RM1 113 TYPICAL ROOM ID SIGN 113 MECHANICAL
RM1 116 TYPICAL ROOM ID SIGN 116 NURSING
RM1 122 TYPICAL ROOM ID SIGN 122 FIREPLACE
RM1 123 TYPICAL ROOM ID SIGN 123 SORTING
RM1 124 TYPICAL ROOM ID SIGN 124 STORAGE
RM1 2S3 TYPICAL ROOM ID SIGN STAFF ONLY
RM1 200B TYPICAL ROOM ID SIGN 200B JANITOR
RM1 201 TYPICAL ROOM ID SIGN 201 STUDY
RM1 202 TYPICAL ROOM ID SIGN 202 STUDY
RM1 211A TYPICAL ROOM ID SIGN 211A Y/A STUDY
RM1 211B TYPICAL ROOM ID SIGN 211 YOUNG/ ADULT
RM1 211C TYPICAL ROOM ID SIGN 211 TEEN SPACE
RM1 212A TYPICAL ROOM ID SIGN 212 MAKER SPACE
RM1 212B TYPICAL ROOM ID SIGN 212 MAKER SPACE
RM1 213 TYPICAL ROOM ID SIGN 213 VIDEO EDITING
RM1 214 TYPICAL ROOM ID SIGN 214 VIDEO RECORDING
RM1 218 TYPICAL ROOM ID SIGN 218 ELECTRICAL
RM1 220 TYPICAL ROOM ID SIGN 220 STUDY
RM1 221 TYPICAL ROOM ID SIGN 221 STUDY
RM1 222 TYPICAL ROOM ID SIGN 222 HISTORY
RM1 223 TYPICAL ROOM ID SIGN 223 OFFICE
RM1 224A TYPICAL ROOM ID SIGN 224 STAFF OFFICE
RM1 224B TYPICAL ROOM ID SIGN 224 STAFF OFFICE
RM1 225 TYPICAL ROOM ID SIGN 225 OFFICE
RM1 226 TYPICAL ROOM ID SIGN 226 OFFICE
WAYFINDING SIGNAGE SCHEDULE
TAG
ROOM
NUMBER TYPE SIGN TEXT/ GRAPHIC
WO1 - SOUTH ENTRANCE MONUMENT SIGNAGE (SEE 1/G1.2-7)
EPS
EPS EPS - ENP PANEL SIGNAGE (SEE (1/G1.2-6)
ST1
ST1 ST1 - STACKSTOP BIOGRAPHIES
ST1 ST1 - STACKSTOP NON FICTION
ST1 ST1 - STACKSTOP FICTION
ST1 ST1 - STACKSTOP NEW BOOKS
ST1 ST1 - STACKSTOP SÁCH VIỆT
ST1 ST1 - STACKSTOP LIBROS EN ESPAÑOL
ST1 ST1 - STACKSTOP MOVIES
ST1 ST1 - STACKSTOP STAFF PICKS
ST1 ST1 - STACKSTOP MAGAZINES & NEWSPAPERS
ST1 ST1 - STACKSTOP GRAPHIC NOVELS
ST1 ST1 - STACKSTOP LEGAL AID
ST1 ST1 - STACKSTOP TRAVEL
ST1 ST1 - STACKSTOP TEST BOOKS
WA1
WA1 102 WA1 PRIMARY WAYFINDING COMMUNITY ROOM
WA1 117 WA1 PRIMARY WAYFINDING CHILDREN'S
WA1 211 WA1 PRIMARY WAYFINDING TEEN SPACE
WA1 222 WA1 PRIMARY WAYFINDING HISTORY
WA2
WA2 107 WA2 WAYFINDING SIGNAGE SELF SERVICE
WA2 107 WA2 WAYFINDING SIGNAGE THE LOUNGE
WA2 110 WA2 WAYFINDING SIGNAGE RESTROOMS
WA2 200 WA2 WAYFINDING SIGNAGE SELF SERVICE
WA2 200 WA2 WAYFINDING SIGNAGE RESTROOMS
WA2 201 WA2 WAYFINDING SIGNAGE STUDY ROOM
WA2 202 WA2 WAYFINDING SIGNAGE STUDY ROOM
WA2 211 WA2 WAYFINDING SIGNAGE MAKER LAB
WA2 220 WA2 WAYFINDING SIGNAGE STUDY
WA3
WA3 119 WA3 ENTRANCE SIGNAGE (SEE 5/G1.2-4)
WA4
WA4 107 WALL-MOUNTED DIRECTORY (SEE 1/G1.2-5)
WA4 107 WALL-MOUNTED DIRECTORY (SEE 1/G1.2-5)
WA4 200 WALL-MOUNTED DIRECTORY (SEE 2/G1.2-5)
WA5
WA5 101 W5 FREESTANDING WAYFINDING (SEE 4/G1.2-5)
WA5 107 W5 FREESTANDING WAYFINDING (SEE 3/G1.2-5)
WA6
WA6 118 WA6 CASEWORK WAYFINDING (SEE 4/G1.2-7)
WA6 119 WA6 CASEWORK WAYFINDING (SEE 3/G1.2-7)
WA7
WA7 102 WA7 -SEAL PLAQUE (SEE 9/G1.2-6)
#2
RFI
#2
RFI
#302
RFI
#302
RFI
R
FE
C
FE
C
FE
C
DW
FE
C
FE
C
12345678910
C
D
E
F
G
H
STAFF
OFFICE
001
ARCHIVES
002
MECH-ABAN.
008
ELEVATOR-ABAN.
007
FIRE AL.RM
006
MECH
003
ALL GENDER
RESTROOM
010
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
ELEV.
CONTROL
018 (E) ELEV.
OFFICE
017
STAFF
BREAK
ROOM
004
(E) ELEV.
CONTROL
RM.
005A
STORAGE
005
OFFICE
016
012- RM1 013- RM1
014- RM1 015- RM1 016- RM1 017- RM1
005- RM1
004- RM1
018- RM1
002A- RM1
ELECTRICAL
019
002B- RM1
019A- RM1
019B- RM1
005A- RM1
003- RM1
006- RM1
011- CRR2c
010- CRR2c
ELEVATOR
LOBBY
009
002- EX2
009- EX2
009- E1
009- E2
005B- E2
005- E1
001B- EX7
UP
VESTIBULE
005B
001A- FE
001B- FE
004- FE
001A- EVAC
001C- FE
009- FE 005B- EX7
ELEV.
008- RM1
007- RM1
009- EVAC
011- CRR1c
010- CRR1c
009- RM1
001A- EVAC 001B- EVAC
001A- EX7
001A- F2 001B- F2
009- F2
019A- F2 009- F2
002- F2
002- F2 002- F2
010&011- CRR3
#302
RFI
#302
RFI
#302
RFI
EXIT SIGN, S.E.D.
LEGEND
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.0-0
CODE SIGNAGE-
BASEMENT
1/8" = 1'-0"1 BASEMENT SIGNAGE
FEC
FE
C
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
I.T.
106
SORTING
123
STORAGE
108
(E) PORTE
COCHERE
(N) SOUTH
ENTRY
AREA
(E) ELEV.
BOOKSTORE
109
TODDLERS
AND
INFANTS
120
FAMILY
ZONE
121
OFFICE
103A
NURSING/SENSORY
116
STORAGE
124
UP
UPUP
DN
DN
DN
MEETING/COMMUNITY
ROOM
102
107- EVAC
114- CRR1c
124- RM1
113- RM1
106- RM1
103A- RM1
108- RM1
123- RM1
109- RM1
122- RM1
102B- RM1
102A- RM1
103- RM1
VESTIBULE
107
110- CRR1b
111- CRR1a110- CRR2b
111- CRR2a
107- E1
107- E2
112- RM1
107- E3
121- FE
103- FE123- E2
123- E1
102C- OCC2
102A- EVAC
102B- EVAC
102A- OCC2 102B- ALD
105- CRR2b 104- CRR2a
115- CRR1c
120- EX1
107- EX1
103B- EX1
101B- EX1
101A- EX1
102A- EX2
102B- EX2
116- RM1
102B- OCC2
119- FE
123- EX1
ELEV.
103A- EX1
104- CRR1a115- CRR2c
114- CRR2c
105- CRR1b
107 - M2
101A - M2
101B - M2
120 - M6
103A - M6
107- WA4
110&111- CRR3
114&115- CRR3
#302
RFI
#302
RFI
#302
RFI
#302
RFI
#302
RFI
EXIT SIGN, S.E.D.
LEGEND
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.0-1
CODE SIGNAGE-
1ST FLOOR
1/8" = 1'-0"1 FP01- FIRST FLOOR PLAN SIGNAGE
1.
2.
ALL DIMENSIONS ARE TO FACE OF FINISH OF
ARCHITECTURAL ELEMENTS. U.O.N.
VERIFY ALL LOCATIONS WITH ARCHITECT PRIOR
TO INSTALLATION.
FE
C
FE
C
FEC
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
(E) ELEV.
ELEV.
(N) ACC. RAMP
OPEN TO BELOW
JAN.RM
217STORAGE
200B
OFFICE
223
OFFICE
226
MAKER
STORAGE
216
DNDN
DN
UP
UP
STAFF
OFFICE
224
YA STUDY
BOOTH
211A
2T3- CRR1c
2T2- CRR1c 200- EVAC
221- RM1 220- RM1
211A- RM1
211C- RM1
212A- RM1
201- RM1222- FE 202- RM1
213- RM1
ELEC. RM.
218
218- RM1
200B- RM1
OFFICE
225
226- RM1 225- RM1
223- RM1
224A- RM1
224B- RM1
2T3- CRR2c
2T2- CRR2c 2T1- CRR2c
211B- RM1
200- E3
200- E1
200- E2
2S3- E1 2S3- E2
2S3- RM1
2T1- CRR1c
212B- RM1
200- F2
200A- F2
200A- F2
222- RM1
MAKER
SPACE
212
VIDEO
RECORDING
BOOTH
214
VIDEO
EDITING
BOOTH
213
214- RM1222- EX3
224- EX2
211- EX2
212- EX2
200- EX3 200- EX3
222- EX6
#302
RFI
#302
RFI
2T1,2,3- CRR3
#302
RFI
EXIT SIGN, S.E.D.
LEGEND
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.0-2
CODE SIGNAGE-
2ND FLOOR
1/8" = 1'-0"1 FP02 - SECOND FLOOR PLAN SIGNAGE
CL2
1
/
2
"
4"
M2
M1
5"
8
1
/
2
"
EQ
1"
1/
4
"
3/
8
"
5/
8
"
EQ
6
1
/
4
"
1. TYPE:TACTILE SIGN
2. LETTERS:1/32" THICK TACTILE LETTERS
3. BRAILLE:GRADE II CLEAR
4. MATERIAL:M1: 1/32" BRUSHED ALUMINUM; M2: 1/4" BRUSHED
ALUMINUM, EASE ALL EXPOSED EDGES.
5. FINISH:MATTE
6. COLOR:C1, C7
7. MOUNT:WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
C1
EQEQ
C7
1. TYPE:TACTILE SIGN
2. LETTERS:1/32" THICK TACTILE LETTERS
3. BRAILLE:GRADE II CLEAR
4. MATERIAL:M1: 1/32" BRUSHED ALUMINUM; M2: 1/4"
BRUSHED ALUMINUM, EASE ALL EXPOSED EDGES.
5. FINISH:MATTE
6. COLOR:C1, C7
7. MOUNT:WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL2
7
/
8
"
4"
M2
M1
5"
8
1
/
2
"
1"
1/
4
"
3/
8
"
5/
8
"
EQ
EQ
6
1
/
4
"
C1
EQ EQ
C7
7'
-
8
"
A
L
I
G
N
T
O
T
O
P
O
F
D
O
O
R
S
(
8
0
"
M
I
N
I
M
U
M
C
L
R
.
V
.
I
.
F
.
)
FRONT AND BACK ELEVATIONPLAN
7"
1/4"
1"1"
1"
1/
8
"
7"1"1/8"
8"
4
1
/
2
"
M1
M2
M3
1. TYPE:WALL MOUNTED BLADE SIGN
2. MATERIAL:M1: 1/4" BRUSHED ALUMINUM; M2: 1/32" BRUSHED
ALUMINUM, SILVER COLOR; M3: BRUSHED ALUMINUM
EXTRUSION
3. FINISH:MATTE
5. MOUNT:WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR MOUNTING HEIGHTS
1/
2
"
1. TYPE:TACTILE SIGN
2. LETTERS:1/32" THICK TACTILE LETTERS
3. BRAILLE:GRADE II CLEAR
4. MATERIAL:M1: 1/32" BRUSHED ALUMINUM; M2: 1/4" BRUSHED
ALUMINUM, EASE ALL EXPOSED EDGES.
5. FINISH:MATTE
6. COLOR:C1, C7
7. MOUNT:WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
5"
8
1
/
2
"
1"3/
8
"
1/
4
"
5/
8
"
2
3
/
4
"
6
1
/
4
"
M1
M2
C1
EQEQ
C7
1. TYPE:TACTILE SIGN
2. LETTERS:1/32" THICK TACTILE LETTERS
3. BRAILLE:NONE
4. MATERIAL:M1: 1/4" BRUSHED ALUMINUM; M2: 1/4" BRUSHED
ALUMINUM, SILVER COLOR
5. FINISH:MATTE
6. COLOR:C7
FINAL COLOR SELECTION TO CONTRAST W/ DOOR
7. MOUNT:DOOR MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
1/4" RADIUS
CORNER, TYP.
CL
1'
-
0
"
1' - 0"
EQ
EQ
M1
M2
EQEQ
EQ
ROUTED 1/4" BRUSHED ALUMINUM
C7
1. TYPE:TACTILE SIGN
2. LETTERS:1/32" THICK TACTILE LETTERS
3. BRAILLE:NONE
4. MATERIAL:M1: 1/4" BRUSHED ALUMINUM; M2: BRUSHED ALUMINUM
5. FINISH:MATTE
6. COLOR:C2
FINAL COLOR SELECTION TO CONTRAST W/ DOOR
7. MOUNT:WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
1/4" RADIUS CORNER, TYP.
CL
EQ
EQ
1' - 0"
10
3
/
8
"
EQ
C2
1' -
0
"1' -
0
"
1. TYPE:TACTILE SIGN
2. LETTERS:1/32" THICK TACTILE LETTERS
3. BRAILLE:NONE
4. MATERIAL:M1: 1/4" BRUSHED ALUMINUM; M2: BRUSHED ALUMINUM
5. FINISH:MATTE
6. COLOR:C2
FINAL COLOR SELECTION TO CONTRAST W/ DOOR
7. MOUNT:WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL
1'
-
0
"
CL
6"
1' - 0"
C2
1.
2.
3.
4.
5.
6.
7.
SEE G0.0 FOR SIGNAGE GENERAL NOTES & LEGENDS
SEE G0.1 FOR SIGNAGE FONTS, COLORS, & TYP.
MOUNTING HEIGHTS
SEE G0.2 FOR SIGNAGE SCHEDULE
SEE G1.0 SERIES FOR SIGNAGE PLANS
SEE G1.1 SERIES FOR CODE SIGNAGE DETAILS
VERIFY COPY PRIOR TO FABRICATION
FIELD VERIFY WITH ARCHITECT FOR ALL LOCATIONS
PRIOR TO PLACEMENT.
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.1-1
CODE SIGNAGE
6" = 1'-0"1 CRR1b - MEN'S RESTROOM ROOM ID SIGN
6" = 1'-0"2 CRR1a - WOMEN'S RESTROOM ROOM ID SIGN
3/4" = 1'-0"8 CRR3 - MOUNTING HEIGHT
6" = 1'-0"6 CRR3 - RESTROOM BLADE SIGN
6" = 1'-0"3 CRR1c - ALL GENDER RESTROOM ROOM ID - ACCESSIBLE
6" = 1'-0"4 CRR2c - ALL GENDER RESTROOM DOOR SIGN - ACCESSIBLE
6" = 1'-0"5 CRR2b - MEN'S RESTROOM DOOR SIGN
6" = 1'-0"7 CRR2a - WOMEN'S RESTROOM DOOR SIGN
#302
RFI #302
RFI
#302
RFI
#302
RFI
#302
RFI
#302
RFI
#302
RFI
#302
RFI
80
"
M
I
N
C
L
E
A
R
A
N
C
E
7'
-
8
"
A
L
I
G
N
T
O
T
O
P
O
F
D
O
O
R
(
8
0
"
M
I
N
C
L
R
.
V
.
I
.
F
.
)
FRONT & BACK ELEVATION ELEVATIONPLAN
1. TYPE:LIFE - SAFETY SIGNAGE
2. MATERIAL:M1: RED OPAQUE ACRYLIC W/ WHITE VINYL GRAPHIC; M2: EXTRUDED ALUMINUM
3. FINISH:MATTE
4. COLOR:C1,C5
7. MOUNT:WALL MOUNT W/ MECHANICAL FASTENERS; SEE 1/G1.1-2 FOR MOUNTING HEIGHT
NOTE: SEE PLANS FOR FIRE EXTINGUISHER LOCATIONS.
VERIFY QUANITY REQUIRED WITH FIRE MARSHAL
1/
2
"
1/
2
"
6"
1/8"1"6"
6"
1"
1/
8
"
2 1/2"
1"1"1/2"
1/4"
1/
2
"
5
1
/
8
"
C1
C5
M2
M1
FRONT & BACK ELEVATION ELEVATIONPLAN
1. TYPE:LIFE - SAFETY SIGNAGE
2. MATERIAL:M1: GREEN OPAQUE ACRYLIC W/ WHITE VINYL GRAPHIC, M2: EXTRUDED ALUMINUM
3. FINISH:MATTE
4. COLOR:C1,C4
5. MOUNT:WALL MOUNT W/ MECHANICAL FASTENERS; SEE 1/G1.1-2 FOR MOUNTING HEIGHT
NOTE: AED SIGNS ARE NOT SHOWN IN SIGNAGE SCHEDULE.
VERIFY FINAL LOCATIONS UPON INSTALLATION OF
AED CABINETS. QUANTITY = 1 SIGN
1
3
/
8
"
3
5
/
8
"
1/
4
"
3/
8
"
1/
4
"
6"
1/8"1"6"
6"
1"
1/
8
"
2 1/2"
1"1"1/2"
1/4"
1/
2
"
C1
C4
M2
M1
FRONT AND BACK ELEVATIONPLAN
1. TYPE:WALL MOUNTED BLADE SIGN
2. MATERIAL:M1: 1/4" BRUSHED ALUMINUM; M2: 1/32" BRUSHED ALUMINUM, SILVER COLOR; M3: BRUSHED ALUMINUM
EXTRUSION
3. FINISH:MATTE
4. COLOR:C7
5. MOUNT:WALL MOUNT W/ VHB TAPE. SEE 2/G1.1-2 FOR MOUNTING HEIGHT
7"
1/4"1"1"
1"
1/
8
"
7"1"1/8"
8"
EQ
5
1
/
2
"
EQ
4 1/2"EQ EQ
M1
M2
M3
1/
2
"
C7
1. TYPE:-
2. LETTERS:2" TALL TACTILE LETTERS
3. BRAILLE:GRADE II
4. MATERIAL:BACK PAINTED FROSTED ACRYLIC
5. FINISH:MATTE
6. COLOR:C1,C2
7. MOUNT:MOUNT TO ELEVATOR DOOR JAMB W/ VHB
TAPE AT 60" A.F.F., ON CENTER
2"
3/
8
"
1/
4
"
4"
4"
1/
4
"
3/
8
"
2"
4"
4"
2"
3/
8
"
1/
4
"
3
7
/
8
"
4"
C2
C1
C2
C1C1
C2
1. TYPE:LIFE-SAFETY SIGNAGE
2. LETTERS:VINYL CUTOUT LETTERS
3. BRAILLE:N/A
4. MATERIAL:1/4" PAINTED ACRYLIC PANEL W/ VINYL
CUTOUT GRAPHIC
5. FINISH:MATTE
6. COLOR:ACRYLIC PANEL :C7, GRAPHIC: SEE
ARTWORK BY G4
7. MOUNT:WALL MOUNT VHB TAPE; SEE 2/G1.1-2 FOR
TYPICAL MOUNTING HEIGHTS
6
1
/
4
"
8"
5/
8
"
1/
2
"
3/
8
"
1/
2
"
4
1
/
4
"
1. TYPE:TACTILE SIGN
2. LETTERS:1/32" THICK TACTILE LETTERS
3. BRAILLE:GRADE II CLEAR
4. MATERIAL:1/4" BACKED PAINTED ACRYLIC
5. FINISH:MATTE
6. COLOR:C1,C7
7. MOUNT:WALL MOUNT W/ VHB TAPE; SEE G0.1
FOR TYPICAL MOUNTING HEIGHTS
CL5/
8
"
CL
5/
8
"
3"
8"
EQ EQ
3/
8
"
1/
4
"
5/
8
"
3"
8"
EQ EQ
5/
8
"
1/
4
"
3/
8
"
CL
5/
8
"
3"
8"
EQ EQ
3/
8
"
1/
4
"
5/
8
"
C1
C7
C1
C7
C1
C7
1.
2.
3.
4.
5.
6.
7.
SEE G0.0 FOR SIGNAGE GENERAL NOTES & LEGENDS
SEE G0.1 FOR SIGNAGE FONTS, COLORS, & TYP.
MOUNTING HEIGHTS
SEE G0.2 FOR SIGNAGE SCHEDULE
SEE G1.0 SERIES FOR SIGNAGE PLANS
SEE G1.1 SERIES FOR CODE SIGNAGE DETAILS
VERIFY COPY PRIOR TO FABRICATION
FIELD VERIFY WITH ARCHITECT FOR ALL LOCATIONS
PRIOR TO PLACEMENT.
1. TYPE:CODE SIGNAGE
2. LETTERS:CONFORM TO CBC 2016 STANDARDS
3. BRAILLE:N/A
4. MATERIAL:PAINTED ACRYLIC
5. FINISH:MATTE
6. COLOR:C1,C3
7. M1 MOUNT: VHB TAPE WITH BACKER WHEN ON GLASS. SEE 2/ G0.1-2
M2 MOUNT: VHB TAPE WITH BACKER WHEN ON GLASS. MOUNT 6"
FROM CENTER LINE OF SIGN TO RIGHT EDGE OF LIFT
DOOR. LEAVE 2" MIN. SPACE BETWEEN T.O. LIFT DOOR
AND T.O. SIGN.
4"
4"
40
"
A
.
F
.
F
.
M
I
N
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.1-2
CODE SIGNAGE
3/4" = 1'-0"1 FE & AED - MOUNTING HEIGHT
3/4" = 1'-0"2 E3 - MOUNTING HEIGHT
6" = 1'-0"3 FE - FIRE EXTINGUISHER SIGNAGE
6" = 1'-0"4 AED - AUTOMATED EXTERNAL DEFIBRILLATOR SIGNAGE
6" = 1'-0"5 E3 - ELEVATOR BLADE SIGN
6" = 1'-0"6 E1 - ELEVATOR DESIGNATION SIGN
6" = 1'-0"7 E2 - DO NOT USE ELEVATOR SIGN
6" = 1'-0"8 M5 - STAIR LEVEL SIGN
6" = 1'-0"9 M2 - INT'L SYMBOL OF ACCESSIBILITY
3/4" = 1'-0"10 M6 - MOUNTING HEIGHT
#302
RFI
#302
RFI
COMMUNITY ROOM
LETTERS:1/2" THICK LETTERFORMS, HELVETICA BOLD, SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
NOTE: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS. ALUMINUM RAIL SHALL BE MECHANICALLY ATTACHED. FIVE FASTENERS EQUALLY SPACED.
5"
5' - 10"ALIGN ALUM. RAIL TO OPENING, V.I.F.ALIGN ALUM. RAIL TO OPENING, V.I.F.
BRUSHED ALUMINUM
LETTERFORM
BRUSHED ALUMINUM RAIL
5/8"
1/2"
HISTORY ROOM
LETTERS:1/2" THICK LETTERFORMS, HELVETICA BOLD, SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
NOTE: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS. ALUMINUM RAIL SHALL BE MECHANICALLY ATTACHED. FIVE FASTENERS EQUALLY SPACED.
5"
4' - 9 1/4"ALIGN ALUM. RAIL TO OPENING, V.I.F.ALIGN ALUM. RAIL TO OPENING, V.I.F.
5/8"
1/2"
TEENSPACE
LETTERS:1/2" THICK LETTERFORMS, HELVETICA BOLD, SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
NOTE: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS. ALUMINUM RAIL SHALL BE MECHANICALLY ATTACHED. FIVE FASTENERS EQUALLY SPACED.
5"
3' - 7 1/4"ALIGN ALUM. RAIL TO OPENING, V.I.F.ALIGN ALUM. RAIL TO OPENING, V.I.F.
5/8"
1/2"
2. LETTERS:1/2" THICK LETTERFORMS, HELVETICA BOLD, SEE 3/G.01
4. MATERIAL:PAINTED ACRYLIC
7. MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
NOTE: EASE ALL EDGES, TYP.
MOUNT: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS.
ALUMINUM RAIL SHALL BE MECHANICALLY ATTACHED. FIVE FASTENERS EQUALLY SPACED.
5"
3' - 8 3/4"ALIGN ALUM. RAIL TO OPENING, V.I.F.ALIGN ALUM. RAIL TO OPENING, V.I.F.
C11C10 C12 C13 C14 C15 C16 C17 C18 C19
C11C10 C12 C13 C14 C15 C16 C17 C18 C19
5/8"
1/2"
5/
8
"
MAKER LAB
LETTERS:1/2" THICK LETTERFORMS, HELVETICA BOLD, SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
NOTE: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS. ALUMINUM RAIL SHALL BE MECHANICALLY ATTACHED. FIVE FASTENERS EQUALLY SPACED.
5"
3' - 6"EXTENSION OF OPENING V.I.F.EXTENSION OF OPENING V.I.F.
5/8"
1/2"
1.
2.
3.
4.
5.
6.
7.
SEE G0.0 FOR SIGNAGE GENERAL NOTES & LEGENDS
SEE G0.1 FOR SIGNAGE FONTS, COLORS, & TYP.
MOUNTING HEIGHTS
SEE G0.2 FOR SIGNAGE SCHEDULE
SEE G1.0 SERIES FOR SIGNAGE PLANS
SEE G1.1 SERIES FOR CODE SIGNAGE DETAILS
VERIFY COPY PRIOR TO FABRICATION
FIELD VERIFY WITH ARCHITECT FOR ALL LOCATIONS
PRIOR TO PLACEMENT.
AL
I
G
N
7'
-
0
"
AL
I
G
N
OPEN TO BEYOND
AL
I
G
N
AL
I
G
N
AL
I
G
N
AL
I
G
N
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.2-3
WAYFINDING
SIGNAGE
1 1/2" = 1'-0"1 WA1 - COMMUNITY ROOM
1 1/2" = 1'-0"4 WA1 - HISTORY ROOM
1 1/2" = 1'-0"3 WA1 - TEENSPACE
1 1/2" = 1'-0"2 WA1 - CHILDREN'S
1 1/2" = 1'-0"5 WA1 - MAKER LAB
1/4" = 1'-0"6 LOCATION DETAIL COMMUNITY ROOM SIGNAGE
1/4" = 1'-0"7 LOCATION DETAIL CHILDREN'S SIGNAGE
1/4" = 1'-0"8 LOCATION DETAIL HISTORY ROOM SIGNAGE
1/4" = 1'-0"9 IE LOCATION DETAIL TEENS AND MAKER LAB WAYFINDING
STUDY ROOM
LETTERS:1/2" THICK LETTERFORMS, HELVETICA BOLD, SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
NOTE: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS. ALUMINUM RAIL SHALL BE MECHANICALLY ATTACHED.
FIVE FASTENERS EQUALLY SPACED.
4"
3' - 5"ALIGN ALUM. RAIL TO OPENING, V.I.F.ALIGN ALUM. RAIL TO OPENING, V.I.F.
5/8"
1/2"
SELF SERVICE
LETTERS:1/2" THICK LETTERFORMS, HELVETICA BOLD, SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
NOTE: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS. ALUMINUM RAIL SHALL BE MECHANICALLY ATTACHED.
FIVE FASTENERS EQUALLY SPACED.
4"
3' - 7 3/4"
V.I.F.
8"
V.I.F.
8"
5/8"
1/2"
RESTROOMS
LETTERS:1/2" THICK LETTERFORMS, HELVETICA BOLD, SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
NOTE: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS. ALUMINUM RAIL SHALL BE MECHANICALLY ATTACHED.
FIVE FASTENERS EQUALLY SPACED.
4"
3' - 2 3/4"2' - 0"2' - 0"
5/8"
1/2"
THE LOUNGE
LETTERS:1/2" THICK LETTERFORMS, FONT: CALIFORNIAN FB
MATERIAL:BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
NOTE: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS. ALUMINUM RAIL SHALL BE MECHANICALLY ATTACHED.
FIVE FASTENERS EQUALLY SPACED.
4"
3' - 8 3/4"ALIGN ALUM. RAIL TO OPENING, V.I.F.ALIGN ALUM. RAIL TO OPENING, V.I.F.
5/8"
1/2"
WELCOME
LETTERS:1/4" THICK LETTERFORMS, ARCHITECT TO PROVIDE DIGITAL ARTWORK FILE.
MATERIAL:BRUSHED ALUMINUM AND VINYL
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
4"
BIENVENIDOS
XIN CHÀO MXIN CHÀO MỪỪNGNG
MALIGAYANG PAGDATING
欢迎
សូមស្វាគមន៍
ﺵﻮﺧ ﯼﺪﻣﺁﻪښ ﺖﺳﻼﻏﺍﺭ
ਜੀ ਆਇਆਂ ਨੂੰ
NOTE: COORDINATE LOCATION WITH ARCHITECT. EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLT.
11' - 2"
1'
-
6
"
vhb for alu letters
BRUSHED ALUMINUM
VINYL
VINYL
3 4 5 6 7 8
EQ EQ EQ EQ
AL
I
G
N
AL
I
G
N
AL
I
G
N
AL
I
G
N
G1.2-5
2
F
AL
I
G
N
AL
I
G
N
EQ EQ
6
V.I.F.
11' - 4 1/2"
EQEQ
V.
I
.
F
.
1'
-
6
"
AL
I
G
N
AL
I
G
N
F G H
ALIGN
4'
-
0
"
G1.2-5
1
6
ALIGN
EQ EQ
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.2-4
WAYFINDING
SIGNAGE
1 1/2" = 1'-0"1 WA2 - STUDY ROOM
1 1/2" = 1'-0"2 WA2 - SELF CHECK-OUT
1 1/2" = 1'-0"3 WA2 - RESTROOMS
1 1/2" = 1'-0"4 WA2 - THE LOUNGE
1 1/2" = 1'-0"5 WA3 - NORTH ENTRANCE SIGNAGE
1/4" = 1'-0"7 LOCATION DETAIL STUDY ROOM AND RESTROOM SIGNAGE
1/4" = 1'-0"6 LOCATION DETAIL LOUNGE ROOM
1/4" = 1'-0"8 LOCATION DETAIL ENTRACE
1/4" = 1'-0"9 LOCATION DETAIL SELF CHECK
1/4" = 1'-0"10 LOCATION SELF CHECK
LETTERS:1/4" THICK LETTERFORMS, HELVETICA, SEE 4/G.01
MATERIAL:WOOD VENEER, ACRYLIC AND BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: FREESTANDING
QUANTITY:2 (TWO)
2'
-
3
1
/
4
"
2'
-
4
"
4'
-
7
1
/
4
"
SWIVEL CASTER W/
TOTAL LOCK BRAKE
1' - 8"1' - 8"5"
HOLDER CUT
OUT, EASE ALL
EDGES, TYP.
CLEAR GLASS W/
BRUSHED ALUMINUM
STANDOFF, EASE ALL
EDGES, TYP.
1/2"
1/4" BRUSHED ALUMINUM
LETTERFORM AND RAIL
ACRYLIC. EASE ALL
EDGES, TYP. COLOR:
C7
WOOD VENEER,
EASE ALL
EDGES, TYP.
WOOD VENEER,
EASE ALL
EDGES, TYP.
5/8" TALL CUT VINYL APPLIED
TO SURFACE TWO.
1/16" ACRYLIC FORM.
COLOR: C8.
1/16" ACRYLIC LETTERFORM.
ACRYLIC. EASE ALL
EDGES, TYP. COLOR:
C6
#2
RFI
LETTERS:ARTWORK TO BE PROVIDED BY ARCHITECT
MATERIAL:ACRYLIC AND BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
1' - 8"1"
NOTE
1. GRAPHIC AND COPY VARY FROM FLOOR TO FLOOR. CONFIRM GRAPHIC AND COPY WITH ARCHITECT
PRIOR TO FABRICATION AND INSTALLATION.
2'
-
4
"
1/2"
WALL MOUNTED W/
EPOXY AND BLIND
ANCHOR STUDS
1' - 8"
CLEAR GLASS, REMOVABLE
PANEL. W/ BRUSHED ALUMINUM
1/2" STANDOFF, EASE ALL
EDGES, TYP.
1/16" ACRYLIC LETTERFORM.
COLOR: BLACK
1/4" THICK BRUSHED ALUMINUM
LETTERFORM AND RAIL
1/16" ACRYLIC FORM. COLOR: C8.
1/16" ACRYLIC FORM. EASE ALL
EDGES, TYP. COLOR: BLACK
1/16" ACRYLIC FORM. EASE ALL
EDGES, TYP. COLOR: C8.
1"
8"
4"
6"
6"
3"
1/2"
1"
1/2"
5"
1/
2
"
4"1' - 0"
1/
2
"
5"
1/2"
4"1' - 0"
ACRYLIC. EASE ALL EDGES, TYP.
COLOR: C6
#2
RFI
1.
2.
3.
4.
5.
6.
7.
SEE G0.0 FOR SIGNAGE GENERAL NOTES & LEGENDS
SEE G0.1 FOR SIGNAGE FONTS, COLORS, & TYP.
MOUNTING HEIGHTS
SEE G0.2 FOR SIGNAGE SCHEDULE
SEE G1.0 SERIES FOR SIGNAGE PLANS
SEE G1.1 SERIES FOR CODE SIGNAGE DETAILS
VERIFY COPY PRIOR TO FABRICATION
FIELD VERIFY WITH ARCHITECT FOR ALL LOCATIONS
PRIOR TO PLACEMENT.
LETTERS:1/4" THICK LETTERFORMS, HELVETICA, SEE 4/G.01
MATERIAL:WOOD VENEER, ACRYLIC AND BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: FREESTANDING
2'
-
3
1
/
4
"
2'
-
4
"
4'
-
7
1
/
4
"
SWIVEL CASTER W/
TOTAL LOCK BRAKE
1' - 8"1' - 8"5"
HOLDER CUT
OUT, EASE
ALL EDGES,
TYP.
TACKABLE
COLORED CORK
BULLENTIN BOARD
FLUSHED TO ACRYLIC.
COLOR: WHITE
WOOD VENEER,
EASE ALL EDGES,
TYP.
1/4" BRUSHED ALUMINUM
LETTERFORM AND RAIL
ACRYLIC. EASE
ALL EDGES, TYP.
COLOR: C6
1' - 6"min.
mi
n
.
1'
-
4
"
WOOD
VENEER, EASE
ALL EDGES,
TYP.
WOOD VENEER,
EASE ALL
EDGES, TYP.
1/16" ACRYLIC LETTERFORM.
1/16" ACRYLIC FORM.
COLOR: C8.
LETTERS:ARTWORK TO BE PROVIDED BY ARCHITECT
MATERIAL:ACRYLIC AND BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
1' - 8"1"
NOTE
1. GRAPHIC AND COPY VARY FROM FLOOR TO FLOOR. CONFIRM GRAPHIC AND COPY WITH ARCHITECT
PRIOR TO FABRICATION AND INSTALLATION.
2'
-
4
"
CLEAR GLASS, REMOVABLE
PANEL. W/ BRUSHED ALUMINUM
1/2" STANDOFF, EASE ALL
EDGES, TYP.
1/16" ACRYLIC LETTERFORM.
COLOR: BLACK
1/4" THICK BRUSHED ALUMINUM
LETTERFORM AND RAIL
1/2"
WALL MOUNTED W/
EPOXY AND BLIND
ANCHOR STUDS
1/16" ACRYLIC FORM. COLOR: C8.
1/16" ACRYLIC FORM. EASE ALL
EDGES, TYP.COLOR: BLACK
1/16" ACRYLIC FORM. EASE ALL
EDGES, TYP. COLOR: C8.
ACRYLIC. EASE ALL EDGES, TYP.
COLOR: C6
1"
8"
4"
6"
6"
3"
1"
5/8" TALL CUT VINYL APPLIED TO
SURFACE TWO. COLOR: BLACK
1/2"
5"
1/
2
"
4"1' - 0"
1/
2
"
5"
1/2"
4"1' - 0"
#2
RFI
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.2-5
WAYFINDING
SIGNAGE
1 1/2" = 1'-0"4 WA5 - TYPICAL DIRECTORY (MOBILE)
3" = 1'-0"1 WA4 - TYPICAL DIRECTORY (WALL MOUNTED)
1 1/2" = 1'-0"3 WA5 - TYPICAL BOOK NOOK (MOBILE)
3" = 1'-0"2 WA4 - DIRECTORY 2 (WALL MOUNTED)
#2
RFI
#2
RFI
LIMIT OF WORKCIVIC CENTER DRIVE
RO
S
S
S
T
R
E
E
T
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORKSANTA ANA LIBRARYPARKING STRUCTURELIMIT OF WORK
KID'S AREA
N.A.P.
EXISTING TO REMAIN
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
TR TR
1. TYPE:WAYFIDING SIGNAGE
2. LETTERS:SEE NOTES
3. BRAILLE:NOT REQUIRED
4. MATERIAL:N/A
5. FINISH:N/A
6. COLOR:N/A
7. MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS
ALUMINUM SIGN
PAINTED (DARK GRAY
C7)
2 3/4"
2% SLOPE
CONCRETE FOOTING AS
REQUIRED BY ENGINEER
1/4" THICK WHITE
TRANSLUCENT
ACRYLIC LENS. FLUSH TO
SIGN CABINET.
VANDAL RESISTANT
FASTENER
2% SLOPE2% SLOPE
EQ
EQ
EQ
2% SLOPE
DETACHABLE PANEL
(DARK GRAY C7)
2% SLOPE 2% SLOPE
8 1/4"
11"
LIGHT GRAY
PAINTED, SMOOTH
FINISH CONCRETE
BASE
#97
RFI
#97
RFI
#97
RFI #97
RFI
STRUC ANCHORS
ROUTE CUT LETTERFORMS
WITH TRANSLUCENT WHITE
ACRYLIC LENS
SWIS721 BT, BOLD
1/2" THICK ALUMINUM SIGN
PAINTED (DARK GRAY C7)
BAHNSCHRIFT CONDENSED
ACM SIGN CABINET
PAINTED (DARK GRAY C7)
LIGHT GRAY
PAINTED, SMOOTH
FINISH CONCRETE
BASE
SANTA ANA
26 CIVIC CENTER DRIVE
PUBLIC LIBRARY CONCEALED
MECHANICAL FASTENER
BEHIND SIGN.
3/4" FRISKET
PAINTED LINE
2'
-
6
"
7' - 6"
6"
6"
6"
2'
-
0
"
MI
N
.
1'
-
5
"
4"
3' - 6"3' - 6"
#307
RFI
#307
RFI
#307
RFI#307
RFI
V.I.F.
7' - 6"1' - 6 3/4"
8
1
/
4
"
1'
-
6
1
/
2
"
11
"
CHECK-OUT
LETTERS:1/4" THICK ALUMINUM LETTERFORMS, HELVETICA BOLD,
SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM
MOUNT: MOUNTED ON FUNITURE W/ EPOXY3
1
/
2
"
EQ EQ
EQ
EQ
V.I.F.
3' - 0"
V.
I
.
F
.
2'
-
0
"
C7
ALUMINUM LETTERFORMS
1/4" THICK ACRYLIC
CURVED TO MATCH DESK.
ASK US TYPE:WAYFIDING SIGNAGE
LETTERS:1/4" THICK ALUMINUM LETTERFORMS, HELVETICA BOLD,
SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM
MOUNT: MOUNTED ON FUNITURE W/ EPOXY
1' - 8"
3
1
/
2
"
EQ EQ
EQ
EQ
V.I.F.
3' - 0"
V.
I
.
F
.
2'
-
0
"
C7
ALUMINUM LETTERFORMS
1/4" THICK ACRYLIC
CURVED TO MATCH DESK.
REFER TO 6&8/C5.0-2 FOR POST AND FOOTING DETAILS
80
"
M
I
N
.
T
O
B
.
O
.
S
I
G
N
A
B
O
V
E
G
R
A
D
E
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.2-7
WAYFINDING
SIGNAGE
1 1/2" = 1'-0"1 WO1 - SOUTH ENTRANCE MONUMENT SIGNAGE
1" = 12'-0"2 SOUTH ENTRANCE MONUMENT SIGNAGE
FRONT VIEW
SECTION WEST ELEVATION
PLAN VIEW (SITE)
1 1/2" = 1'-0"3 WA6 - CASEWORK WAYFINDING - CHECK-OUT
1 1/2" = 1'-0"4 WA6 - CASEWORK WAYFINDING - ASK US
5 WA6 - DESK NORTH ENTRANCE
1 1/2" = 1'-0"6 BOOKMOBILE NO PARKING SIGN
#009.3
ASI
#343
RFI
#343
RFI
#343
RFI
10" HEIGHT ALUMINUM
LETTERFORMS
COATED FOR EXTERIOIR
3″ x 6″ x 1/8″ ALUMINUM TUBE
PROFILE WITH RECTAGLE
FLAT END CAPS
CONCEALED POWER SUPPLY
AND CONDUIT LOCATION.
COORDINATE W/ ELECTRICAL
9"
VINYL ADDRESS NUMBERS
EXISTING SIGNAGE
4
G1.2-8
VINYL ADDRESS NUMBERS
9"
EQEQ
7
A9.5-2
8
A9.5-2
ST
09-30-2027
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
G1.2-8
WAYFINDING
SIGNAGE
1 M3 - TRELLIS OUTDOOR SIGNAGE ELEVATION
1/2" = 1'-0"2 M3 - TRELLIS SOUTH ENTRANCE SECTION
LETTERS:1 1/2" THICK LETTERFORMS, HELVETICA BOLD, SEE 3/G.01
MATERIAL:BRUSHED ALUMINUM, EASE ALL EDGES, TYP.
MOUNT: BLIND ANCHOR STUDS
NOTE: EACH CHARACTER SHALL BE MECHANICALLY ATTACHED WITH HIDDEN 1/4"" BOLTS. ALUMINUM PROFILE SHALL BE MECHANICALLY
ATTACHED. FIVE FASTENERS EQUALLY SPACED.
EQ EQ
EQ EQ
1/2" = 1'-0"3 NORTH ELEVATION - SIGNAGE AT TRANSOM WINDOW
1/2" = 1'-0"4 NORTH ENTRANCE SECTION SIGNAGE AT TRANSOM WINDOW
LETTERS:ADDRESS NUMBER - HELVETICA BOLD, SEE 3/G.01
MATERIAL:WATER RESISTANT AND UV COATING VINYL
MOUNT: SELF ADHESIVE VINYL ON EXTERIOR GLASS SURFACE
COLOR:WHITE
#343
RFI
#343
RFI
NOTES:
1. ALL REINFORCING MUST MEET ONE OF THE FOLLOWING CASES:
A. CASE I: THE CLEAR SPACING OF THE BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN ONE BAR DIAMETER(db). THE CLEAR COVER NOT
LESS THAN ONE BAR DIAMETER (db) (STIRRUPS AND TIES ARE LOCATED THROUGHOUT THE SPLICE LENGTH NOT LESS THAN CODE MINIMUM.
B. CASE II: THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN TWO BAR DIAMETERS (2db) AND THE CLEAR COVER IS NOT LESS
THAN ONE BAR DIAMETER (db).
2. FOR ALL OTHER CASES MULTIPLY THE VALUES SHOWN BY 1.5.
3. THE ABOVE VALUES ARE FOR NORMAL WEIGHT CONCRETE.
4. THE ABOVE VALUES ARE FOR UNCOATED REINFORCEMENT.
5. TOP BARS ARE HORIZONTAL REINFORCING WITH MORE THAN 12" OF NEW CONCRETE PLACED BELOW THE BAR.
6. BOTTOM BARS ARE ALL VERTICAL BARS AND HORIZONTAL REINFORCEMENT WITH LESS THAN 12" OF NEW CONCRETE PLACED BELOW THE BAR.
1.270
9'-10"
6'-7"
7'-7"
5'-10"
8'-6"
7'-7"
0.375
2'-4"
1'-5"
1'-7"
1'-10"
2'-0"
1'-10"
50
0
0
TOP BAR
BOTTOM BAR
BOTTOM BAR
BOTTOM BAR
BAR SIZE GR 60
40
0
0
3
0
0
0
TOP BAR
TOP BAR
f'
c
(
p
s
i
)
3
NORMAL WEIGHT CONCRETE TENSION LAP SPLICE LENGTH, Lst
3'-8"3'-0"2'-5"
2'-4"1'-10" 2'-10"
0.625
2'-7"
3'-4"
3'-0"
3'-11"
0.500
3'-1"
2'-1"
2'-8"
2'-5"
4
0.750
4'-8"
3'-1"
4'-1"
3'-7"
5 6
6'-9"6'-0"5'-3"
4'-1" 4'-8" 5'-3"
5'-3"
4'-6"
5'-11"
0.875
6'-9"
1.000
7'-9"
5'-2"
6'-9"
6'-0"
7 8
1.128
8'-9"
5'-10"
7'-7"
6'-9"
9 10
8'-6"
6'-6"
1.410
10'-11"
7'-3"
9'-5"
8'-5"
11
BAR DIAMETER, db (IN)
TIES & STIRRUPS HOOKS ONLY
2
12
TYPICAL COLUMN
BAR OFFSET
135° HOOK 90° HOOK
90° HOOK180° HOOK
12
2 BAR SIZE
STANDARD HOOKS
BAR SIZE
#3 THRU #5
#6 THRU #8
D'
#3 THRU #8
#9 THRU #11
#14 AND #18
D
D' = BEND DIAMETER
D = BEND DIAMETER
6db
8db
10db
4db
6db
3" MIN
6db O
R
D'
db
D UNO
12db
D
2 1/2" MIN
4db OR
db
D'
db
12db FOR #6 THRU #8
6db FOR #3 THRU #5
PER 1/S4.0-1
Ld
Ldh
STD 90°
HOOK
FACE OF
CONCRETE
CONDITION AT
STRAIGHT
BAR
CONDITION AT
HOOKED BAR
MINIMUM DEVELOPMENT LENGTH Ldh, OF STANDARD
HOOK FOR UNCOATED GRADE 60 REBAR (INCHES)
f'c (PSI)*BAR SIZE
NO.
#3 9
3000
8
4000
7
5000
6
6000
#4 11 10 9 8
#5 14 12 11 10
#6 17 15 13 12
#7 20 17 15 14
#8 22 19 17 16
#9 25 22 20 18
#10 28 25 22 20
#11 31 27 24 22
NOTE:
* - VALUES SHOWN ARE FOR NORMAL WEIGHT
CONCRETE. LENGTHS SHOWN ABOVE SHALL BE
MULTIPLIED BY 1.33 FOR APPLICATIONS IN
LIGHTWEIGHT CONCRETE.
STD 180°
HOOK
ELEVATION AT HORIZONTAL KEY
ELEVATION AT VERTICAL KEY
2x6 NOMINAL x 0'-6"
KEY @ 2'-0" OC 2x6 NOMINAL x 0'-6"
KEY @ 1'-0" OC
A SECTION
1 1/2"
1 1/2"
2 1/2"
1 1/2"
2'-9"
1'-6"
#4 @ 12" OC
6
1
TOP OF SLAB
ELEVATION
SEE PLAN
KEY PER 8" CONC WALL W/
#5 @ 12" OC
EACH WAY
NOTE:
WALL IS TO REMAIN SHORED (7) DAYS MIN AFTER TOP SLAB HAS BEEN PLACED.
PER PLAN
SLAB ON GRADE
PER ELEV MFR
5'-0" MAX
EACH WAY (T&B)
12" SLAB ON GRADE
W/ #5 @ 12" OC
4
S4.0-1
0
"
2'-0" LAP
7
S4.0-1
AT ELEVATOR GUIDE
RAIL SUPPORT
AT ELEVATOR
SILL 8
S4.0-1
9
S4.0-1
OH
CORNER
TYP
3" CLR
TYP
3" CLR VAPOR RETARDER
SLAB ON GRADE
PER PLAN
DOWEL TO MATCH
NEW SLAB REINF
SET IN HOLE W/
ADHESIVE
2'-0" MIN 4"
EQ
EQ
SLAB ON GRADE PER PLAN (E) SLAB ON GRADE
0
"TYP
2
" CLR
PLAN
PER
VAPOR RETARDER
8" CONC WALL PER
ELEVATOR GUIDERAIL
SUPPORT COL PER PLAN
1/2"
PLAN VIEW
3/4" THK PL W/ (1)
5/8"Φ x 4" EMBED
HILTI KB-TZ2 EXP
ANCHOR
5
S4.0-1
SHAFT SIDE
3/16
3/16
TYP
ABANDONED
3/4" THK EMBED PL
W/ (2) 5/8"Ø x 6"
WELDED STUDS
3/4" THK PL EXTENSION
ALT: 1/2" THK
STITCH PL W/ 1/4"
FILLET WELD EA
SIDE, FULL LENGTH
OF JOINT
TYP
1 1/2"
TYP
1 1/2"
2" 8" 2"
#249
3/4" THK PL W/ (2)
5/8"Φ x 4" EMBED
HILTI KB-TZ2 EXP
ANCHOR
3/16
SLAB ON GRADE
(WHERE OCCURS)
L6x4x3/8 (LLV) AT
ELEVATOR SILL W/ 1/2"Ø
x 4" WELDED STUDS @
12" OC (MAX 6" TO ENDS)
3/8" THICK ANGLE.
EQUAL LEGS
LENGTH TO MATCH
SILL ASSEMBLY (BY
OTIS) WIDTH
CONCRETE WALL
PER PLAN
(3) 1/2"Ø x4" NSA
EMBED PL1/2 (AS REQURED
FOR GUIDERAIL ATTACHMENT
3"
3"
3" 1' - 0" 1' - 0" 3"
CL GUIDERAIL
ELEVATOR SILL ATTACHMENT
AT PIT DETAIL
ELEVATOR GUIDERAIL ATTACHMENT DETAIL
A
A ELEVATION
3/16 3-12
ELEVATOR SILL ATTACHMENT
AT (E) SLAB DETAIL
L7x4x3/8 (LLH)
(E) SLAB
(1) 3/8"Ø x 2" EMBED
HILTI 'KB-TZ2' @ 6" OC
STAGG (8 TOTAL MIN)
1 1/2"
3/16 3-12
3/16 3-12
2 1/2"
DOWEL TO MATCH SIZE
& SPACING OF HORIZ REINF
VERT & HORIZ REINF
PERSCHED
LAP SPLICE PER
(2) #5 CONT
VERT BARS
PLAN VIEW
5
S4.0-1
1/
S
4
.
0
-
1
A SINGLE CURTAIN
(WHERE OCCURS)
VERT END BARS
PER ELEV @ 6" OC
@ 6" OC (WHERE OCCURS)
VERT END BARS PER ELEV
LAP PER SCHED
(3) #6 MIN
B DOUBLE CURTAIN
VERT WALL REINFORCING
PER ELEV LOCATE FIRST
BARS OF VERT REINF
ADJACENT TO LAST
ADDITIONAL END BAR PER
ELEV
BENT DOWEL TO
MATCH SIZE AND
SPACING OF
WALL HORIZ
REINF
PLAN VIEW
CORE 6"Ø HOLE AT
CORNERS AND SAWCUT.
DO NOT OVERCUT
OPENING. CHIP AWAY
FINAL CORNER
NEATLY CUT AND
CHIP OUT
CORNER
STOP SAWCUT.
DO NOT OVERCUT
SAW
BLADE
B
B DETAIL
SAWCUT DETAIL
A DETAIL
ELEVATION
3/4"Ø THREADED ROD EMBEDDED
INTO (E) CONCRETE W/
EPOXY PER GENERAL NOTES
@ 24" OC (MIN OF 4) AT HEAD
@ 36" OC (MIN OF 3) AT JAMB
MC10x22 (TYP
ALL AROUND)
PROCEDURE:
1. SHORE BEAMS, JOISTS, PURLINS, ETC., SUPPORTED BY
WALL.
2. SAW CUT AND REMOVE WALL.
3. DRILL ALL HOLES FOR ANCHORS.
4. INSTALL CHANNEL AT HEAD.
5. INSTALL CHANNEL AT JAMBS AND WELD JAMBS TO HEAD.
6. REMOVE SHORING.
EMBED
7" MIN
OPENING
EMBED
7" MINOPENING
(12'-0" MAX)
PER ARCH DWGS
D
A
(12'-6" MAX)
PER ARCH DWGS
3/16
TYP
TYP
C
C HEADER D JAMB
SLAB ON GRADE
CONSTRUCTION JOINT
OR CONTROL JOINT
WHERE OCCURS
REINF PER PLAN
PREPARED SUBGRADE PER
GEOTECHNICAL REPORT
VAPOR RETARDER
PER PLAN
2" CLR (TYP)
TOP OF SLAB
PER PLAN
1'-6"
2
1
#4 CONT (T&B)DOWELS TO MATCH
SLAB REINFORCING
TOOLED EDGE
FINISH
SURFACE
MIN
1' - 0"
1' - 0"
CLR
3"
PER PLAN
THICKNESS
0
"
VAPOR RETARDER
#3 DOWELS @ 12" OC
W/ 3" MIN EMBED INTO
(E) SLAB W/ EPOXY PER
GENERAL NOTES
TOP OF (E) SLAB
(TYP)
(2) #3 CONT W/ 1'-6" LONG HOOK
AT CORNER OR CORNER BARS
#3 @ 12" OC W/ 3"
MIN EMBED INTO (E)
SLAB W/ EPOXY PER
GENERAL NOTES
1'-6"
1'
-
6
"
(1) #3 CONT W/ 1'-6" LG
HOOK AT CORNER OR
CORNER BARS
1'-6"
1'
-
6
"
8" MAX
5 1/2" MIN
(4" MIN, 8" MAX)
PER ARCH
(E) SLAB
15" MAX
"W"
(4" MIN, 8" MAX)
PER ARCH
"W" - 3"
PIPE TRENCH
SHALL BE
LOCATED SO
THAT FOOTING
WILL NOT BE
UNDERMINED
BACKFILL
PER SPECS
NO EXCAVATION
ALLOWED BELOW
THIS LINE
PLACE CONCRETE FILL
AROUND SLEEVES BEFORE
POURING FOOTING PADS.
PROVIDE 1" CLR MIN BETWEEN
PIPE AND SLEEVE ALL-AROUND
CONC OR
CMU WALL
2
1
FTG
POUR JT
NO PIPES SHALL
PASS THRU FTG
PAD UNO
NOTES:
1. WHEN SEVERAL PIPES ARE EMBEDDED, MAINTAIN 2 DIAMETERS OR 6" MIN
HORIZONTAL DISTANCE BETWEEN PIPES.
2. CONDUITS NEED TO BE SLEEVED PER THIS DETAIL. IT IS ACCEPTABLE TO GROUP
CONDUITS OF THE SAME NATURE IN THE SAME SLEEVE.
3. "D" = OUTSIDE DIAMETER OF SLEEVE.
ELEVATION SECTION
4" MIN
MIN
"D"+1'-6"
FTG PER PLAN
.
3"
1'-6" MIN
2" MIN
4" MIN "D"
6" MIN
FOOTINGS SHALL BE
STEPPED SO THAT
CONCRETE FILL DOES
NOT EXCEED 3'-0"
2' - 4"
PIT LADDER AND
ANCHOR BRACKETS BY
OTHERS
3/8"Ø x 2 1/2" EMBED
HILTI KB-TZ2 EA SIDE
T&B (4 MIN)
ELEVATOR PIT WALL
(REINF NOT SHOWN FOR
CLARITY)
PER
#5 Z DOWEL @ 12" OC
REINF PER PLAN
#222
6"
#222
STUB OUT
2" CONC
8"
#222
N
I
R
No. S3866
Exp. 3/31/26
G
T
RE
TATSS
E OFILACFO
UCTURA
R
L
R
STEREDP L
OFESSIONA
N
E
R
AI
E
ENGI
WILLI
H.THORP
................
.
.
.
...............................
.
.
.
...............
E
AM
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
8/21/2025 3:36:40 PM
Autodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvt
S4.0-1
TYPICAL
CONCRETE
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
4
.
0
-1;
P
D
:
M
J
S
;
P
M
:
E
S
1" = 1'-0"1NORMAL WEIGHT CONCRETE LAP SPLICE SCHEDULE (CLASS B)
1" = 1'-0"2REINFORCING BAR BENDING DETAIL
1" = 1'-0"3REBAR DEVELOPMENT LENGTH
1" = 1'-0"4TYPICAL KEY DETAIL
1" = 1'-0"5ELEVATOR PIT DETAIL
1" = 1'-0"6SLAB TO EXISTING SLAB
1" = 1'-0"7GUIDERAIL BASE PLATE
1" = 1'-0"8ATTACHMENT DETAILS AT ELEVATOR
1" = 1'-0"9CONCRETE WALL CORNER DETAIL
1" = 1'-0"10SAW CUT OPNG IN EXISTING CONC WALL
1" = 1'-0"11TYPICAL SLAB ON GRADE
1" = 1'-0"12EDGE OF SLAB ON GRADE
1" = 1'-0"13CONCRETE CURB ON EXISTING SLAB
1" = 1'-0"14PIPE TRENCH DETAIL
1 1/2" = 1'-0"15ELEVATOR PIT LADDER
REV # DESCRIPTION DATE
#222 RFI 06.30.2025
#249 RFI 08.21.2025
12"
#3 @ 12" EW (UP TO 6" PADS)
#4 @ 12" EW (UP TO 9" PADS)
#4 @ 2'-0" OC MAX W/ 3"
MIN EMBED INTO (E) SLAB
W/ EPOXY PER GENERAL
NOTES (2 PER SIDE MIN)
EQUIPMENT PER MFR
MECH, ELEC, & ARCH DWGS
6" MIN, 9" MAX UNO VERIFY W/
CLR
1"
TYP
6" MIN
6" MAX
1" MIN
(E) SLAB
ROUGHEN TO
1/4" AMPLITUDE
1" = 1'-0"16MECHANICAL PAD ON EXISTING SLAB
#305
#305 RFI 10.24.2025
ISSUE DATE
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
SECOND FLOOR
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
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
S4.0-4
CONCRETE
DETAILS
REV # DESCRIPTION DATE
#29 RFI 12.16.2024
1" = 1'-0"2CONCRETE STAIR SECTION
1" = 1'-0"1RAMP SECTION
#29
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
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
1 1/2" = 1'-0"
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
#028 ASI 10.09.2025
N
I
R
No. S3866
Exp. 3/31/26
G
T
R
E
TATSS
E OFILACFO
UCTURA
R
L
R
STERED P L
OF ESSIONA
N
ER
AI
E
ENGI
WILLI
H.THORP
................
.
.
.
...............................
.
.
.
...............
E
AM
#028
GLASS SYSTEM PER ARCH
HANDRAIL PER ARCH
FINISH PER ARCH,
TYP
HSS3 1/2x3 1/2x3/8 SILL
HSS3 1/2x3 1/2x3/8 POST, TYP
S4.0-4
5
#028
WALL PER ARCH
SLOPE PER ARCH
L4x4x1/4 TO SPAN
(3) FLUTES MIN
1/4TYP
1/4"Ø HILTI KB-TZ 2
W/ 1 1/2" EMEBD
1 1/2"
TYP
GLASS SYSTEM
PER ARCH
(E) CONC SLAB
TYP
-
A
7"
4"1/2" PLATE
3/8"Ø A325 THRU-BOLTS W/ 1/4"x3" SQ
PLATE WASHER @ EACH BOLT
A
1/4 TYP
1/2"
TYP
HSS POST AT RAMP
THRU-BOLT PER A/-.
VERIFY BOLT DOES NOT
OCCUR AT DECK GROVES
#307
#307 RFI 11.07.2025
#307
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
CIVIC CENTER DRIVE
140 Newport Center Drive,
Suite 100
Newport Beach, CA 92660
O: 949.478.8800
www.kpff.com
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
SHEET TITLE AND NO.
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
C1.2-0
DEMOLITION PLAN
ISSUE DATE
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
02/06/202702/06/2026
TR
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
TR
T
R
140 Newport Center Drive,
Suite 100
Newport Beach, CA 92660
O: 949.478.8800
www.kpff.com
ISSUE DATE
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
02/06/2027NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
02/06/202702/06/2026
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
T
R
TR
TR
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
RO
S
S
S
T
R
E
E
T
CIVIC CENTER DRIVE
SEE ENLARGED
PLAN "A", HEREON
SEE ENLARGED
PLAN "A", HEREON
12345678910
C
D
E
F
G
H
G
H
140 Newport Center Drive,
Suite 100
Newport Beach, CA 92660
O: 949.478.8800
www.kpff.com
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
SHEET TITLE AND NO.
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
C1.5-0
UTILITY PLAN
ISSUE DATE
PERMIT SET 1ST ISSUANCE
BID SET
FINAL PERMIT/CONFORM SET
09/29/2023
04/30/2024
08/02/2024
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
7 CITY REVIEW REV-6 10.24.2025
8 CITY REVIEW REV-7 02.06.2026
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:
02/06/2027NOT
F
O
R
CON
S
T
R
U
C
T
I
O
N
02/06/202702/06/2026
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.
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.----
----
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
E0.1-2
NEW SINGLE
DIAGRAM
GENERAL NOTES
KEY NOTES
1 PROVIDE 36"X36"X24"D NEMA 3R PULLBOX. CONTRACTOR TO PROVIDE
IRRIVERSABLE SPLICE INSIDE NEW NEMA 3R PULLBOX TO EXTEND 480V,
600A, 3-PHASE, 3-WIRE SYSTEM TO NEW "MSA".
2 3000 PSI CONCRETE PAD, MINIMUM THICKNESS OF 4 INCHES OR
THICKNESS AS REQUIRED TO SUPPORT SWITCHBOARD. CONDUIT SLOT
WITHIN PAD SHALL BE PROVIDED TO ACCOMMODATE ALL FEEDERS.
3 PROVIDE BUILDING POWER SYSTEM GROUND BUS BAR, LOCATED
ADJACENT TO MAIN ELECTRICAL EQUIPMENT.
4 PROVIDE 1"C -1# 4/0 TO GROUND RODS.
5 NEW SWITCHBOARD WITH AUXILIARY CONTACT FOR ELEVATOR
SWITCHBOARD.
MS-A
600A, 480V, 3PHASE, 3W, 65kAIC
600A/3P
60A/3P
3P
2
350A/3P
3P
3
XFMR "T1"
225KVA
480V
208Y/120V
DISTRIBUTION BOARD "DB-2"
800A, 208Y/120V, 3PHASE, 4W, 25kAIC
800A/3P
100A/3P
3P
4
F
40A FLA
30HP
70A/3P
3P
6
F
VFD
AHU-B-1
59.1 A = FLA
20A/3P
3P
5
F
VFD
CHWP
1.1
5
15A/3P
3P
9
F
VFD
HWP
1.2
1
SPARE
15A/3P
3P
10 SPARE
15A/3P
3P
15A/3P
3P 3P
SPARE
20A/3P
3P
15
x2 SPACE
SPARE
30A/3P
3P
16
175A
3P
1
"LBA"
POWER
PNL
175A
3P
2
"LBB"
POWER
PNL
200A
3P
3
"LBL"
LTG
PNL
200A
3P
4
"LBM"
MECH.
PNL
175A
3P
5
"L1A"
POWER
PNL
175A
3P
6
"L1B"
POWER
PNL
100A
3P
7
"L1L"
LTG
PNL
175A
3P
8
"L2A"
POWER
PNL
175A
3P
9
"L2M"
POWER
PNL
100A
3P
10
"L2L"
LTG
PNL
30A
3P
12 SPARE
175A
3P
13 SPARE
175A
3P
14 SPARE
125A
3P
15
x2 SPACE
SPARE
100A
3P
16
SECOND FLOOR
F
VFD
AHU-1_1
6.6A = FLA
FIRST FLOOR
1
600 A
600 A
3P
CLASS L
IN CITY HALL
CITY HALL ELECTRICAL SYSTEM
IN EXISTING LIBRARY
UNDERGROUND VAULT
(E) MAIN SWITCH SERVING
THE LIBRARY LOCATED
IN CITY HALL
(E) 5''C, 6#500MCM & 1 #3/0 GND
(E) (2-SETS)4''C, 3#
500MCM & 1 #3/0 GND
(2-SETS)4''C, 3#500MCM & 1 #3/0 GND
1''C - 1#4/0
GROUND BUS BAR 3
1''C - 1#4/0 CONCRETE ENCASED ELECTRODE (UFER GROUND)
1''C - 1#4/0 TO MAIN COLD WATER PIPE
4
BASEMENT FLOOR
5 ELEV.
CONT
1''C - 1#3/0 GND
SPD
6 PROVIDE ARC FLASH AND COORDINATION STUDY.
6
6
7 SURGE PROTECTION. TVSS SHALL BE TYPE 1.
7
8 PROVIDE FULL FUNCTION ELECTRONIC TRIP, 100% RATED CIRCUIT
BREAKER WITH RMS SENSING. FIELD REPLACEABLE ELECTRONIC TRIP
WITH COMMUNICATION PORT, AND THE FOLLOWING FIELD ADJUSTABLE
SETTINGS:
a) LONG AND SHORT TIME PICKUP LEVELS.
b) LONG AND SHORT TIME ADJUSTMENTS.
8
8
60A/3P
3P
F
34 FLA
25HP
(E) ELEV.
CONT
(E)
00
0
00
1
00
2
00
3
00
4
00
5
00
8
01
0
01
1
01
2
01
3
01
4
01
5
01
6
01
7
01
8
01
9
02
0
02
1
9 CONTRACTOR SHALL CHANGE CIRCUITING ON ELEVATOR CONTROLLER
FROM 240V, 3-PHASE TO 480V, 3-PHASE. IF ELEVATOR CONTRACTOR
DEEMS THIS NOT POSSIBLE ELECTRICAL CONTRACTOR SHALL PROVIDE
STEP-DOWN TRANSFORMER FOR ELEVATOR. COORDINATE EXACT
LOCATION AND SIZE OF STEP-DOWN TRANSFORMER IN THE FIELD WITH
ELEVATOR CONTRACTOR.
10 PROVIDE NEW 100AS/50AF 480V, 3-PHASE + GROUND FUSED DISCONNECT
SWITCH TO CONNECT EXISTING ELEVATOR CONTROLLER
11 PROVIDE PANELBOARD WITH PROVISION FOR FUTURE CIRCUIT BREAKER
MONITORING.
11
11
LSI
(N) PULLBOX 1
(E)
10
9
ELEV #2 ELEV #1
L=
1
0
5
'
;
V
d
=
0
.
3
0
%
L=400' ; Vd=0.78%
L=
5
'
;
V
d
=
0
.
0
1
%
L=
3
5
'
;
V
d
=
0
.
0
8
%
L=
6
0
'
;
V
d
=
0
.
2
5
%
L=
6
0
'
;
V
d
=
0
.
0
3
%
L=
6
0
'
;
V
d
=
0
.
0
1
%
L=
1
1
5
'
;
V
d
=
0
.
2
2
%
L=
1
2
0
'
;
V
d
=
0
.
0
6
%
L=
2
5
'
;
V
d
=
0
.
1
0
%
L=
3
5
'
;
V
d
=
0
.
2
7
%
L=
4
0
'
;
V
d
=
0
.
1
5
%
L=
4
5
'
;
V
d
=
0
.
1
4
%
L=
6
0
'
;
V
d
=
0
.
1
4
%
L=
3
0
'
;
V
d
=
0
.
1
1
%
L=
1
1
0
'
;
V
d
=
0
.
4
0
%
L=
1
2
0
'
;
V
d
=
0
.
3
8
%
L=
1
3
0
'
;
V
d
=
0
.
6
8
%
L=
1
3
0
'
;
V
d
=
0
.
6
8
%
L=
1
3
0
'
;
V
d
=
0
.
8
2
%
SPARE
20A/3
3P
7
F
VFD
CHWP
1.2
5
L=
6
0
'
;
V
d
=
0
.
0
3
%
15A/3P
3P
8
F
VFD
HWP
1.1
1
00
7
L=
6
0
'
;
V
d
=
0
.
0
1
%
11 13 1412
00
6
00
9
DRAWING LEGEND
EXISTING TO REMAIN
NEW SCOPE OF WORK
12 NO WORK TO BE COMPLETED IN THE CITY HALL. CITY HALL IS FOR THE
CONTRACTOR TO SAFE OFF/LOCK-OFF/TAG-OFF THE ELECTRICAL
SERVICE TO THE LIBRARY.
12
INV-1 (LP)
LTG
PNL
13 PROVIDE MYERS 7.5kVA EMERGENCY POWER SYSTEMS ILLUMINATOR IE
EMERGENCY LIGHTING INVERTER SYSTEM, 208 -120V WITH 90 MIN
BATTERY BACKUP: 3-I-07-S-BA2015-S-T-Z-BAC-2YWT.
13
INV-2
13
1"C - 1#4/0 TO TELECOM GROUND BUS BAR IN FIRST FLOOR IT ROOM
00
#99
RFI
REV # DESCRIPTION DATE
#99 RFI 03.21.2025
#187 RFI 12.15.2025
25A/3P
02
3
L=
8
5
'
;
V
d
=
0
.
0
6
%
F
CU-B1-1
16.6A = FLA
14
#187
RFI
14 PROVIDE NEW NEMA 3R, 30AS/25AF 480V, 3-PHASE + GROUND FUSED
DISCONNECT SWITCH TO SERVE NEW EXTERIOR CONDENSING UNIT.
#187
RFI
#187
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.
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
E0.1-3
FEEDER
SCHEDULE
REV # DESCRIPTION DATE
#69 RFI 02.11.2025
#71 RFI 02.11.2025
#72 RFI 02.11.2025
#187 RFI 12.15.2025
#187
RFI
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
U
E
I
H
U
9
AS.O
A
FRAN CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D EN VA
,N I N G
CRAE
TCEIT
SC
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.----
----
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
#003 ASI 11.27.2024
#008 ASI 04.11.2025
#141 RFI 04.21.2025
#009.1 ASI 07.16.2025
#031 ASI 10.23.2025
#031
ASI
#031
ASI
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.
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.----
----
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
#005 ASI 11.27.2024
#184 RFI 05.19.2025
#024 ASI 10.10.2025
#332 RFI 12.05.2025
#332
RFI
#332
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.
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
E1.0-2
ELECTRICAL
LIGHTING SITE
PLAN
1 CONDUITS SERVING SURFACE MOUNTED TRELLIS LIGHT FIXTURES SHALL
BE PAINTED TO MATCH COLUMNS.
2 EXISTING LIGHTING FIXTURES TO REMAIN AND BE PROTECTED IN PLACE.
CIRCUITING IS ASSUMED TO BE CONNECTED BACK TO PANELBOARD "LP"
IN BASEMENT LEVEL OF LIBRARY. CONTRACTOR SHALL CONFIRM
(CIRCUIT TRACING) AND LABEL CIRCUITING ON RECORD DRAWINGS.
CIRCUITING SHALL BE CONNECTED THROUGH NEW LIGHTING CONTROL
PANEL (LCP).
3 EXISTING LIGHTING FIXTURES TO REMAIN AND BE PROTECTED IN PLACE.
RECIRCUIT AS SHOWN AND INDICATED ON SHEET E1.0-2.
4 EXISTING LIGHTING IN KIDS EXTERIOR PLAYGROUND AREA TO BE
PROTECTED IN PLACE. RECIRCUIT AS SHOWN AND INDICATED ON SHEET
E1.0-2.
5 EXISTING LIBRARY UNDERGROUND VAULT TO REMAIN. EXISTING
ELECTRICAL EQUIPMENT TO BE REMOVED FROM VAULT. NEW PULLBOX
TO BE PLACED IN VAULT TO EXTEND FEEDERS TO NEW MAIN
SWITCHBOARD LOCATION.
GENERAL NOTES
KEY NOTES
1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF
ALL LIGHTING FIXTURES AND ALL LIGHTING CONTROL DEVICES. ALL WALL
MOUNTED DEVICES SHALL BE VERIFIED WITH ARCHITECT PRIOR TO ROUGH-
IN.
2. CONTRACTOR TO REFER TO DRAWING E0.02 FOR FIXTURE SCHEDULE.
3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHTING FIXTURES WITH
REQUIRED STRUCTURAL SUPPORTS.
4. 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.
5. 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.
6. 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.
7. 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.
8. CONTRACTOR TO PROVIDE CONSTANT HOT CIRCUIT TO ALL EXIT SIGNS AND
LIGHT FIXTURES PROVIDED WITH 90 MINUTE BATTERY BACKUP FOR EGRESS.
9. 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.
10. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL
CONFORM TO CEC, ARTICLE 300.22(C).
11. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN
CIRCUITRY.
12. 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.
13. 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.
14. 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.
15. 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.
16. NOT ALL JUNCTION BOXES ARE SHOWN ON DRAWINGS. CONTRACTOR
SHALL PROVIDE FOR A COMPLETE LIGHTING SYSTEM.
17. ALL OUTDOOR LIGHTING, LIGHTING EQUIPMENT AND CONTROLS SHALL BE
WEATHERPROOF (NEMA 3R) AND SUITEABLE FOR THE APPLICATION.
6 CONTRACTOR SHALL PROVIDE HANDHOLE ADJACENT TO NEW LIGHT
POLE TO ENSURE SEPARATION OF POWER AND LOW VOLTAGE CABLES IN
POLE. COORDINATE CONNECTION TO LIGHTING POLE IN THE FIELD AND
CONNECTION TO POLE MOUNTED SECURITY CAMERA IN THE FIELD.
COORDIANTE EXACT LOCATION OF HANDHOLE IN THE FIELD.
7 CONTRACTOR SHALL MOUNT FIXTURE ON SIDE OF TRELLIS. CONDUITS
SERVING SURFACE MOUNTED TRELLIS LIGHT FIXTURES SHALL BE
PAINTED TO MATCH COLUMNS.
8 CONTRACTOR SHALL PROVIDE JUNCTION BOX FOR NEW LIGHT FIXTURE
MOUNTED TO PICKET FENCE, TO ENSURE SEPARATION OF POWER AND
LOW VOLTAGE CABLES. COORDINATE CONNECTION TO LIGHTING
FIXTURE IN THE FIELD AND CONNECTION TO SECURITY CAMERA IN THE
FIELD. CONTRCTOR SHALL PROVIDE CUSTOM MOUNTING BRAKET FROM
WE-EF, MODEL NUMBER NSPR1507 FOR CONNECTION TO NEW LIGHT
FIXTURE.
9 NOT USED.
REV # DESCRIPTION DATE
#307 RFI 11.05.2025
#335 RFI 12.30.2025
#335
RFI
#335
RFI
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
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"
2
25
34
31
32
LBA-32,34&36
29
36
LBB-29
2
18
LBB-18
LBA-35
LBA-39
29
27
35
35
35
35
#342
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.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
#008 ASI 04.11.2025
#020 ASI 03.21.2025
#164 RFI 05.02.2025
#184 RFI 05.19.2025
#009 ASI 06.04.2025
#342 RFI 12.17.2025
PPFT
FT
J
J
J
J
J
J
J
J
J
J
J
J J
J J
ELECTRICAL
chiara chiara chiara chiara
3
1
3
1
DIA 6"DIA 6"
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
1
4
OFFICE
103A
2
2
1
1
2
2
1
1
1
1
1
L1L
5
7
13 13
15
15
15
15
15
15
19
17
2
2
+32"
6
+18"
2
L1B-13,15
4
2
2
(TYP. 3)
TODDLERS
AND
INFANTS
120
1
2
(TYP)
9
7
8
9
L1B-27
L1B-37,39,41
MEETING/COMMUNITY
ROOM
102
L1B-29
29
29
29
1BA (E)11
10L1B-2310
10
99
9
7
7
7
711
11 L1B-7&9&11
11
11
13
9
L1B-27
L1B-31
L1B-2,4
4
L1A-10,12
12
L1B-43&45&47
L1A-32 L1A-1
L1A-27,29
10
L1A-31,33
L1A-35
33 27
25
21
21
21
23
6
6
8
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
26
26 26
30
13
LBA-28
FAA12
L1B-27
9
L1B-6
1
33
3
5
5 6
L1A-2&4
44
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
17
L1A-17,19
17
24
L1B-40
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
34L1B-32,34
9
2
33
2
2
28
6
10
10
2
L1A-49
+42"
30
1
3
L1B-1&3&5
19
35
L1B-35
6
8
2
2
222
1
2
2
23
L1A-21&
23&25
1
1 1
BOOKMOBILE
ROOM
103
1
18
2
2
2
2
1
11
1
1616
16
16
16
16
I
U
E
I
H
U
9
AS.O
A
FRAN CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D EN VA
,N I N G
CRAE
TCEIT
SC
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.----
----
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 NOT USED.
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
#003 ASI 11.27.2024
#008 ASI 04.11.2025
#020 ASI 03.21.2025
#141 RFI 04.21.2025
#009.1 ASI 07.16.2025
#294 RFI 10.09.2025
#031 ASI 10.23.2025
#317 RFI 11.06.2025
#317
RFI
#317
RFI
2T
2T
FT
FT
J
J
J
J J J
ELECTRICAL
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
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
44
#10
L2A-1&3
5
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 39
41
37
37
37
L2A-37
10
2
2
2
L2A-2
2
2
4
4
4
L2A-4
L2A-53
7
2
1
22
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
20
18 20
22
22
22
20
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
40
38
L2A-34&36
8
46
46
L2A-42&44&46
11
28&30
24&26
L2A-72
12
12
7
17
17
235
2
L2A-55
555555 2 2
41 41
28&30
24&26
46
L2A-234
L2A-29
4
4
L2A-59
4
4
12
40
8
44
13
13
L2A-52
13 L2A-52
13
L2A-52
2
2
#031
ASI
#031
ASI
#031
ASI
#031
ASI
#031
ASI
#031
ASI
<unnamed>
L2A-54
L2A-54
13
13
13
13
13
13
13
13
I
U
E
I
H
U
9
AS.O
A
FRAN CN
4 0 8 0
H
I
N
S
L11
AL
E
CR
N D EN VA
,N I N G
CRAE
TCEIT
SC
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.----
----
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.
REV #DESCRIPTION DATE
#008 ASI 04.11.2025
#020 ASI 03.21.2025
#009.1 ASI 07.16.2025
#031 ASI 10.23.2025
13 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.
#031
ASI
#031
ASI
#031
ASI
#031
ASI
#031
ASI
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
CU
ELECSF
B1
433
2
1
1
F F F
L2M-27,29
L2M-31,33 L2M-35,37
WPWPWPF
L2M-23,25
WP
M
L2M-19&21
M1921WP WP
L2A-54
#10
#10
#105
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
E2.4-4
ROOF POWER
PLAN
1/8" = 1'-0"1 ELECTRICAL ROOF PLAN
1. ALL RECEPTACLES MOUNTED ON THE ROOF SHALL BE GFCI AND
WEATHER PROOF TYPE.
2. A ELECTRICAL EQUIPMENT MOUNTED OUTDOORS SHALL BE
WEATHERPROOF (NEMA 3R).
3. REFER TO MECHANICAL AND PLUMBING DRAWING FOR CONTROL
WIRING OF ALL HVAC EQUIPMENT PROVIDE ALL CONDUITS, WIRES AND
DEVICES ACCORDINGLY.
4. 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.
5. ALL DISCONNECT SWITCHES SHALL BE MOUNTED STRUCTURALLY AND
INDEPENDENT OF THE EQUIPMENT THEY ARE SERVING.
6. DISCONNECT SWITCHES SHALL BE MOUNTED WITHIN SIGHT OF
EQUIPMENT IT SERVES.
7. CONTRACTOR TO REFER TO MECHANICAL DRAWINGS AND PROVIDE
1/2"CONDUIT, WITH PULLSTRING, TO ALL THERMOSTAT LOCATIONS.
COORDINATE SCOPE OF WORK WITH MECHANICAL DRAWINGS.
8. WHEREVER POSSIBLE, RUN CONDUITS SERVING ROOF MOUNTED
RECEPTACLES, DISCONNECT SWITCHES, EQUIPMENT, ETC. BELOW
CEILING SPACE, WHERE AMBIENT TEMPERATURE WILL BE BELOW 30°C.
FINAL CONNECTIONS TO ROOF EQUIPMENT IS LIMITED TO 5'-0" OF
DIRECT SUN EXPOSURE. WHERE CONDUITS CANNOT BE ROUTED IN
CEILING SPACE BELOW, PLACE CONDUITS ON DURA BLOCK SLEEPERS
(48" O.C.) ALONG THE ENTIRE LENGTH OF THE CONDUIT SYSTEM
INSTALLATION.
3 PROVIDE NEMA 3R, WEATHERPROOF, 250V, 3PH, 30AS/30AF FUSED
DISCONNECT TO SERVE OUTDOOR CONDENSING UNIT. PROVIDE 3/4"C,
2#10 & 1#10GND FROM OUTDOOR CONDENSING UNIT TO INDOOR
ASSOCIATED FAN COIL UNIT. COORDINATE EXACT LOCATION AND
REQUIREMENTS IN THE FIELD.
2 PROVIDE NEMA 3R, WEATHERPROOF, 250V, 1PH, 30AS/15AF FUSED
DISCONNECT SWITCH FOR VENTILATION SUPPLY FAN. PROVIDE 3/4"C,
WITH PULL STRING, FROM SUPPLY FAN TO DDC PANEL LOCATED ON
SECOND FLOOR FOR TIMECLOCK CONTROLS. COORDINATE EXACT
LOCATION AND REQUIREMENTS IN THE FIELD.
1 PROVIDE POWER 120V, 1PH POWER CONNECTION FOR 1ST FLOOR
EXHAUST FAN. EXHAUST FAN PROVIDED WITH NEMA 3R TOGGLE SWITCH.
PROVIDE 3/4"C, WITH PULL STRING, FROM EXHAUST FAN TO DDC PANEL
LOCATED ON SECOND FLOOR FOR TIMECLOCK CONTROLS. COORDINATE
EXACT LOCATION AND REQUIREMENTS IN THE FIELD.
GENERAL NOTES
KEY NOTES
4 PROVIDE NEMA 3R, WEATHERPROOF, 250V, 3PH, 30AS/15AF FUSED
DISCONNECT TO SERVE OUTDOOR CONDENSING UNIT. PROVIDE 3/4"C,
2#10 & 1#10GND FROM OUTDOOR CONDENSING UNIT TO INDOOR
ASSOCIATED FAN COIL UNIT. COORDINATE EXACT LOCATION AND
REQUIREMENTS IN THE FIELD.
REV # DESCRIPTION DATE
#187 RFI 12.15.2025
5 CONTRACTOR SHALL PROVIDE 3/4"C.O. WITH PULLSTRING FOR
CONNECTION BETWEEN OUTDOOR CONDENSING UNIT AND INDOOR FAN
COIL UNIT. COORDINATE EXACT REQUIREMENTS IN THE FIELD.
023
#187
RFI
#187
RFI
FEC
FE
C OS
J
D
D D
D
OSOS
OS OS
OS
OS
OS
OS
D OS
OS
OS
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
B3
B3
B3
B3
B3
B3
B3
B1
B3
B3
B3 B3
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
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
EM
EM
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
INV-2-3
a,b,c
8
8
8
8
8
c
c
a,b
8
2
a a
a9a
a
4
EM
3a
7a
5
a,b,c
3a 3a 3a
3a3a
3a 3a 3a
3a
3a
3a
3a
3a
3a
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
B3INV-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
a
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
a
7a
7
a
3a
L1L-7 VIA
LCP-1-R1
L1L-29
LCP-1
ELCP-1 INV-2-1 VIA
ELCP-1-R1
G1
G1 G1
EM
INV-2-3 VIA
ELCP-1-R4
3
LBL-15 VIA
LCP R6
10
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
12
11
11
11
12
11
11
11
11
11
12
12
11
12
11
11
12
EX
EX
EX
EX
EM
EM
EM
7a
7a
1a
1a
1a
TP1
EM EM
EM
1a 1a 1a7a7a7aEXEXEXEXEXEXEX
3a
FIREPLACE
ROOM
122
3
3
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
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
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.
11 EXIT SIGN SHALL BE CEILING MOUNTED.
12 EXIT SIGN SHALL BE WALL MOUNTED.
REV # DESCRIPTION DATE
#005 ASI 11.27.2024
#191 RFI 05.28.2025
#192 RFI 05.28.2025
#212 RFI 07.09.2025
#281.1 RFI 10.08.2025
#024 ASI 10.10.2025
#332 RFI 12.05.2025
#332
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
KOHLER "STRIVE" #K-33155 29-1/2" X 16-5/16" X 5-11/16" 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
AQUATRU #90AT01WF01BL BI-LEVEL DRINKING FOUNTAIN WITH BOTTLE FILL, WALL MOUNTED, STAINLESS
STEEL, BARRIER FREE, 9.5 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
TP-2 TRAP PRIMER - - - 1/2" - - -PPP #FVP-1VB FLUSH VALVE TAILPIECE TRAP PRIMER WITH VACUUM BREAKER, AS REQUIRED PER PLAN.
REFER TO DETAIL 4/P3.0.
WHA-1 HAMMER
ARRESTOR - - - - - - -JAY R SMITH #5200 SERIES HYDROTROL JUNIIOR PISTON TYPE WATER HAMMER ARRESTOR. INSTALL PER
MANUFACTURERS RECOMMENDATION
RD/OD-1
ROOF AND
OVERFLOW
DRAIN
- 3"SD - - - - -
ZURN FROET 100C-C, BI-FUNCTIONAL DEEP SUMP DUAL OUTLET ROOF DRAIN WITH DOME, UNDERDECK
CLAMP, POWDER COATED CAST IRON.
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
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.----
----
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
25
ASI
REV # DESCRIPTION DATE
#008 ASI 04.11.2025
RFI 51
25 ASI 07.31.2025
328 RFI 12.16.2025
310 RFI 12.16.2025
328
RFI
310
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
FOL-2
FOL-2
FOL-2
FOL-2
FOL-2
FOL-2
FOL-2
FOL-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 OPS2OPS2 OPS2 OPS2 OPS2
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
DW
SM
-
1
S
M
-
1
S
M
-
1
SM
-
1
S
M
-
1
SM
-
1
S
M
-
1
SOPS SOPS SOPS
SOPS
SOPS
SO
P
S
S
O
P
S
SOPS
SOPS
SOPS
SOPS
SOPS SOPS
SM
-
2
SM
-
1
SM-1
SM
-
1
SM
-
1
SM-1
SM
-
1
FE
C
SM
-
1
SOPS
FE
C
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
1
P2.5-1
2
P2.5-1
2"
W
1 1/2" CW2
1
/
2
"
C
W
2"
W
4"
W
4" F
4"
F
4" F
EXISTING
FIRE SPRINKLER
ENTRANCE
3
3
21
1
(WC)
4" W
2"
W
2" W
(WC)
(DF)
(LV)(LV)
4" W
2"
W
(LV)
(DF)CO
3/
4
"
C
D
3/
4
"
C
D
1" CD
3/
4
"
C
D
3/
4
"
C
D
1" CD
3/4" CD
3/
4
"
C
D
3/
4
"
C
D
3/
4
"
C
D
1" CD1" CD 1" CD
3/
4
"
C
D
3/
4
"
C
D
3/4" CD
3/
4
"
C
D
3/4" CD
CO
CO CO
CO
FAN COIL
SEE SHEET
M2.4-1
4
4 4 4
FAN COIL
SEE SHEET
M2.4-1
FAN COIL
SEE SHEET
M2.4-1
FAN COIL
SEE SHEET
M2.4-1
FAN COIL
SEE SHEET
M2.4-1
4 4
4
FAN COIL
SEE SHEET
M2.4-1
FAN COIL
SEE SHEET
M2.4-1
FAN COIL
SEE SHEET
M2.4-1
FAN COIL
SEE SHEET
M2.4-1
4
4
4
4FAN COIL
SEE SHEET
M2.4-1
FAN COIL
SEE SHEET
M2.4-1
FAN COIL
SEE SHEET
M2.4-1
4
FAN COIL
SEE SHEET
M2.4-1
5 2"FS-1
TP-2
2"FS-1
TP-2
5
7
2"
W
3/4" CD
1/
2
"
C
W
WCO
2" V
(E)4" W
NOTE:
CONTRACTOR TO CAMERA
SCOPE THE EXISTING
SEWER LINE AND VERIFY
EXISTING SEWER PIPE
ROUTINGS
4" W
(E)FS
2" W
co
2" W 2" W(FD)
(FD)
3"
S
D
SEE CIVIL FOR
CONTINUATION
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
P2.4-1
PLUMBING FLOOR
PLAN BASEMENT
1/8" = 1'-0"1 PLUMBING REMODEL PLAN - BASEMENT
CONNECT THE NEW SANITARY SEWER TO THE EXISTING
SANITARY SEWER OF EQUAL OR GREATER SIZE. FIELD
VERIFY THE EXACT LOCATION, SIZE, AND INVERT ELEVATION
OF THE EXISTING SANITARY SEWER PRIOR TO
CONSTRUCTION. ADJUST THE NEW SANITARY SEWER AS
REQUIRED TO ALLOW FOR CONNECTION TO THE EXISTING
SANITARY SEWER SYSTEM. MAINTAIN CODE MINIMUM PIPE
SLOPES.
CONNECT THE NEW DOMESTIC COLD WATER LINE TO AN
EXISTING COLD WATER LINE OF EQUAL OR GREATER SIZE.
FIELD VERIFY THE EXACT LOCATION AND SIZE OF THE
EXISTING WATER LINE PRIOR TO CONSTRUCTION. ADJUST
THE NEW WATER LAYOUT AS REQUIRED TO ALLOW FOR
CONNECTION TO THE EXISTING WATER SYSTEM.
CONNECT THE NEW FIRE SPRINKLER LINE TO AN EXISTING
FIRE SPRINKLER LINE LINE OF EQUAL OR GREATER SIZE.
FIELD VERIFY THE EXACT LOCATION AND SIZE OF THE
EXISTING FIRE SPRINKLER LINE LINE PRIOR TO
CONSTRUCTION. ADJUST THE NEW FIRE SPRINKLER LAYOUT
AS REQUIRED TO ALLOW FOR CONNECTION TO THE EXISTING
FIRE SPRINKLER SYSTEM.
PIPE PRIMARY CONDENSATE FROM EQUIPMENT TO BECKETT
MODEL BK221UL HEAVY DUTY VERTICAL CONDENSATE PUMP.
THE CONDENSATE SHALL BE CONNECTED TO THE
EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. THE PIPE ROUTING INDICATED ON THE
PLANS IS FOR REFERENCE ONLY. INSTALL THE PIPING AS
HIGH AS POSSIBLE AND COORDINATE ROUTING WITH
STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. CONDENSATE
SHALL NOT BE RUN OVER ELECTRICAL EQUIPMENT.
CONDENSATE DRAIN TO DISCHARGE INDIRECTLY TO FLOOR
SINK WITH CODE APPROVED AIR GAP PER CALIFORNIA
PLUMBING CODE.
3/4"CONDENSATE DRAIN TO DISCHARGE INDIRECTLY TO
LAVATORY TAILPIECE WITH CODE APPROVED AIR GAP PER
CALIFORNIA PLUMBING CODE.
3/4"CONDENSATE DRAIN TO DISCHARGE INDIRECTLY TO MOP
SINK WITH CODE APPROVED AIR GAP PER CALIFORNIA
PLUMBING CODE.
1
2
3
4
5
6
7
#020
ASI
096
RFI
096
RFI
25
ASI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
25 ASI 07.31.2025
310 RFI 12.16.2025
310
RFI
FEC
FE
C
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
118
TODDLERS
AND
INFANTS
120
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
GREAT
READING
ROOM
101
ADULT
STACKS
119
FIREPLACE
ROOM
122
SORTING
123
FAMILY
ZONE
121
I.T.
106
STORAGE
108
BOOKSTORE
109
OFFICE
103A
NURSING/SENSORY
116
STORAGE
124
4
P2.5-1
3
P2.5-1
2
P2.5-2
1
P2.5-2
2"
W
3/
4
"
C
W
3/
4
"
H
W
S-1
2"
V
(DF)
(S)
(KS)
(E)FS
TP-1
3" VENT UP 2"CW
WITH SHUT-
OFF VALVE
2" CW
1
3"RD/OD-1
(100 SQ. FT.)
3"OD
+18"AFF
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.----
----
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
P2.4-2
PLUMBING FLOOR
PLAN FIRST FLOOR1/8" = 1'-0"1 PLUMBING REMODEL PLAN - FIRST FLOOR
2-1/2"CW DN.
#020
ASI
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
P2.4-2
PLUMBING FLOOR
PLAN FIRST FLOOR
CONNECT THE NEW DOMESTIC COLD WATER LINE TO AN
EXISTING COLD WATER LINE OF EQUAL OR GREATER SIZE.
FIELD VERIFY THE EXACT LOCATION AND SIZE OF THE
EXISTING WATER LINE PRIOR TO CONSTRUCTION. ADJUST
THE NEW WATER LAYOUT AS REQUIRED TO ALLOW FOR
CONNECTION TO THE EXISTING WATER SYSTEM.
1
#020
ASI
096
RFI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
310 RFI 12.16.2025
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
310 RFI 12.16.2025
310
RFI
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-2
3/4"HW
UP3/4"HW
UP
(LV)
2"FD-1
3/
4
"
C
W
3/
4
"
H
W
1/
2
"
H
W
R
1/
2
"
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" CW 2" CW
1" CW
3/4" HW
3/
4
"
H
W
1"
H
W
1/2" CW
1/
2
"
C
W
3/
4
"
H
W
2
2
3
3
EE
FF
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-2
WCO
(WC)
(FD)
(UR)
(LV)(LV)
(FD)
4"
W
4" W 4" W
2"
W
2" W
2" W
4" W
2" W 2" W
2" W
2" W
2"
W
3/4" CD
3/
4
"
C
D
WCO
2" V
(E)4"W
3/4" CD
3/
4
"
C
D
FANCOIL SEE
MECH PLANS
2"
W
2" W
4" W
4"
W
2" W
3" W
3"
W
2" FORCE PIPING
(S)
2"
W
3"V FROM BASIN
2" W
2" V
3"V UP
PIT CONTROL
PANEL
2"
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"
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" V
2" V
2" V
2" V
2" V
2" W
(WC)
(LV)
(LV)
(LV)
(WC)
(FS)
2"W DOWN
4"W DOWN
2"
W
(E)FS
2" W
2" V4" W
2" V
2"
V
2"
V
2"
V
2"FD-1 2"FD-1
(FD)
(FD)(FD)
2" W
2" W
25
ASI
25
ASI
25
ASI
25
ASI
25
ASI
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
"
C
W
3/
4
"
H
W
3/
4
"
C
W
3/
4
"
H
W
3/
4
"
C
W
WC-3
WC-2
WC-1
WC-3
TP-2
WC-4
TP-2
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 HEADER
2-1/2"CW DOWN
2" CW2" CW
3/
4
"
C
W
3/
4
"
C
W
2"
C
W
1" HW3/4" HW
1"
H
W
3/4" CW
1" HW
1
1
/
4
"
H
W
1
1
/
4
"
H
W
1"
C
W
3/
4
"
C
W
TP-1
3/4" CW
SOV BEH. A.P.
FD
1/2"TP
FD
1/2"TP
25
ASI
25
ASI
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
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
#020
ASI
096
RFI
096
RFI
#177
RFI
#177
RFI
#173.1
RFI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
#177 RFI 05.21.2025
25 ASI 07.31.2025
#173.1 RFI 09.26.2025
328 RFI 12.16.2025
328
RFI 328
RFI
A
SA
SA
SA
SA
SA
SA
SC SC
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
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
ALL GENDER
RESTROOM
011
TKN6001
TKN6001TKN6002
TKN6001 TKN6001
ZONE 1
ZONE 1ZONE 1ZONE 1
ASI
#20
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
TA6.1-0
AUDIOVISUAL RCP
- BASEMENT
1/8" = 1'-0"1 AUDIOVISUAL RCP - BASEMENT
KEYNOTES
TKN6001 H.R. TO ZONE PA AMPLIFIER, RACK R35, YOUNG ADULT, 211.
TKN6002 H.R. TO RACK R35, YOUNG ADULT, 211.
REV # DESCRIPTION DATE
ASI #20 03.25.2025
RFI 313 11/07/2025
RFI 313
SA
SC
SC
SA
SC
SC
SC
SCSC
SCSC
SA
SA
SA
SC
SC
SC
SC
SA
SA
SA
SA
SH
SH SH SH SH
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
BOOKSTORE
109
NURSING/SENSORY
116
STORAGE
124
OFFICE
103A
MEETING/COMMUNITY
ROOM
102
VESTIBULE
107
VESTIBULE
100
TKN6001
TKN6001
TKN6001
TKN6001
TKN6001
TKN6001
TKN6001
TKN6001
TA4.0-1
2
ZONE 4
ZONE 4
ZONE 2
ZONE 4
ZONE 2
ZONE 4
ZONE 4
ZONE 4
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
TA6.1-1
AUDIOVISUAL RCP
- FIRST FLOOR
1/8" = 1'-0"1 AUDIOVISUAL RCP - FIRST FLOOR
KEYNOTES
TKN6001 H.R. TO ZONE PA AMPLIFIER, RACK R35, YOUNG ADULT, 211.
REV # DESCRIPTION DATE
RFI 313 11/07/2025
RFI 313
W A
SA
SA SA
SA SA
SA SASASA
SC
SC
SC SC SC
SA SA
SA
SA
SA
SA SA
A
G
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
STORAGE
200B
MAKER
STORAGE
216
OFFICE
226
OFFICE
223
YA STUDY
BOOTH
211A
STAFF
OFFICE
224
OFFICE
225
ELEC. RM.
218
VIDEO
RECORDING
BOOTH
214
VIDEO
EDITING
BOOTH
213
A.F.F.9' - 6"
VPROJ1
TKN6001
TKN6001
TKN6001
TKN6003
TKN6003
TKN6003
TKN6004
ZONE 5
ZONE 5
ZONE 5
TKN6003
TKN6004
RFI 313
RFI 313
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
TA6.1-2
AUDIOVISUAL RCP
- SECOND FLOOR
1/8" = 1'-0"1 AUDIOVISUAL RCP - SECOND FLOOR
KEYNOTES
TKN6001 H.R. TO ZONE PA AMPLIFIER, RACK R35, YOUNG ADULT, 211.
TKN6003 H.R. TO RACK R35, YOUNG ADULT, 211.
TKN6004 H.R. TO FPWB, REAR OF DISPLAY.
REV # DESCRIPTION DATE
RFI 313 11/07/2025
RFI 313
STOWABLE
PRODSW
NDI
CAT6
CAMCTL
NDI
CAT6
RJ45
CAT6 (x2)
AV
LAN
WALL
RJ45
MP2
SD-DA
RG6
SDI
OUTSDI IN
OFCI CAPTIONING
DEVICE
NDIHDMI IN
HDSD
H2
HDMI RG6
(SEE TA7.1-5)
NDISDI IN
SDND
AV
LAN
CAT6
SDI IN
HYPERDECK
SDI IN
OFCI LEGISLATIVE
MGMT DEVICE
LAN
RG6
HDMI
OUTNDI IN
HDHD
AV
LAN H3 (SEE TA7.1-5)
CAT6
HDMI
RACK R35, COMMUNITY 102
NDI
OUTHDMI IN
HDND
AV
LAN
CAT6
HDMI
HDMI
OUT
FUTURE OFOI DEVICES,
PROVIDE CABLING AS
SHOWN FOR FUTURE
CONNECTION TO
CAPTIONING AND
LEGILATIVE MANAGEMENT
DEVICES BY OWNER
LAN
AV
LAN
LCD23
NDI
HDMI
OUT HDMI IN
SDI
OUTNDI
HDHD
RG6AV
LAN
CAT6
AV
LAN
MONITOR
OUT
RG6
NDIHDMI
IN
SDND
AV
LAN
RG6
AV
LAN
RG6
1
COMMUNITY 102 BROADCAST
FUNCTIONAL DIAGRAM
NTS
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.
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
TA7.1-7
COMMUNITY 102
BROADCAST
FUNCTIONAL
DIAGRAM
RFI 157
RFI 321
REV # DESCRIPTION DATE
RFI 157 05/02/2025
RFI 321 12/01/2025
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
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
TKN0019
TKN1004
TKN1004
TKN1004
TKN1004
TKN1004
TKN1004
TKN1004
009-YA
1D
001-YA
1D
TKN1007
TKN1007
J18
TKN1004
TKN1004
TKN0008
TKN1004 TKN1004
RFI 159, 161
RFI 159, 161
RFI 159, 161RFI 159, 161RFI 159, 161
RFI 159, 161
RFI 159, 161
RFI 159, 161RFI 159, 161RFI 159, 161RFI 159, 161
RFI 159, 161
RFI 159, 161
RFI 159, 161
RFI 159, 161
RFI 159, 161
RFI 159, 161
RFI 159, 161
RFI 159, 161
ASI 032
ASI 032
TKN1013TKN1013
TKN1004
TKN1004
TKN1014
RFI 357
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 PROTECT IN PLACE EXISTING CABLE TRAY DURING CONSTRUCTION. RE-USE
EXISTING CABLE TRAY AS INDICATED ON THE REFLECTED CEILING PLAN.
TKN1007 WAO FOR SECURITY CAMERA. SEE TY SERIES DRAWING FOR EXACT
LOCATION.
TKN1013
SUPPORT HORIZONTAL CABLING ABOVE CEILING IN THIS AREA WITH
J-HOOKS AT 4 FEET ON CENTER (TYPICAL) AND HOMERUN CABLES VIA
EXITING CABLE TRAY/BASKET TRAY TO FIRST FLOOR IT ROOM 106.
TKN1014 DEMOLISH EXISTING CABLE TRAY ABOVE CEILING SPACE IN THE OFFICE
AND MEETING AREA.
SHEET NOTES
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.
RFI 159, 161
RFI 159, 161
ASI 032
REV # DESCRIPTION DATE
RFI 159, RFI 161 05/19/2025
ASI 032 12/03/2025
RFI 357 01/07/2026
ASI 032
LIMIT OF WORK
ROSS STREET
LIMIT OF WORK
LIMIT OF WORK
LI
M
I
T
O
F
W
O
R
K
SANTA ANA LIBRARY
PARKING STRUCTURE
LI
M
I
T
O
F
W
O
R
K
KID'S AREA
N.A.P.
EXISTING TO REMAIN
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
EV
CAPABLE
PARKING
STALL
TR
TR
2
2 2
3
4
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
TEL PANEL
WVLT
WVLT
WVLT
WVLT
WVLT
?" WR
SL & PP
PP
PP&SL
SL&PP
EV
TKN4001
TKN4001
TKN4001
TKN4001
TKN4001
IT ROOM
106
+11' AFF
PB1P PB1P
+11' AFF
1
TN9.0-1
PB1P
TKN4002
PB1P
TKN4002
TKN4002
+11' AFF
TKN4002
+11' AFF
PB1P
POLE-04
CAMERA-04
7
TN9.0-1
7
TN9.0-1
POLE-05
CAMERA-05
7
TN9.0-1
POLE-03
CAMERA-03
POLE-02
CAMERA-02
POLE-01
CAMERA-01
RFI 316
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
TY1.0-1
ELEC. SECURITY
SITE PLAN
1" = 20'-0"1 ELEC. SECURITY SITE PLAN
KEYNOTES
TKN4001 POLE MOUNTED SECURITY CAMERA.
TKN4002 1-2" C. FOR SIGNAL MEDIA FOR IP SECURITY CAMERA.
SHEET NOTES:
1.PRIOR TO COMMENCEMENT OF CONSTRUCTION,
CONTRACTOR TO REMOVE (E) VIDEO SURVEILLANCE
CAMERAS FROM THE FACADE AND ROOF OF THE
BUILDING, AS WELL AS THEIR MEANS OF MOUNTING.
COVER, SEAL AND PATCH OPENINGS WATERTIGHT AS
DIRECTED BY THE CONTRACT DOCUMENTS. RETURN
SALVAGED CAMERAS TO THE CITY'S REPRESENTATIVE.
REV # DESCRIPTION DATE
RFI 316 12/01/2025
(12'-1115__
16")
(8'-0
3__16")
(1'-91_
4")
(8'-0
3__16")
(12'-1115__
16")
(7'-1115__16")
(1'-83_
4")
(7'-1115__16")
(6
'
-
6
"
)
(4'-3") (7'-6")
651_
4"
651_4"
36"
38"
60"
651_
4"
36"
45"
32"
32"
315_8"
791_
4"±
651_
4"
651_4"
36"
381_8"
60"
651_
4"
36"
32"
315_8"
79"±
177_8"
791_
8"
45"
32"
791_
8"
60"
31
1_4"
651_
4"
65
1_4"
30
"
32"
FILLER
BOOK DROP
651_
4"
65
1_4"
36
"
65
1_8"
157_8"
FILLER
TR-3
CR-7
(4)
TR-3
CR-7
(4)
DS-1A(A) DS-1A(B)
DS-1B
(N)
(N)
J
(N)
(N)
J
(N)(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
5' -5-1/2"
13
'
-
7
-
1
/
2
"
79' -9"
1' -8"
6' -8-1/2"
6'
-
5
"
40
'
-
0
-
1
/
2
"
6' -8-1/2"
11' -3"
11'
41' -1-1/2"
38' -6"
9'
-
3
-
1
/
2
"
0' -10"
2'
-
9
"
8'
-
1
-
1
/
2
"
28' -6-1/2"
37' -4"
4' -5"
12' -2"
9'
-
3
-
1
/
2
"
1' -1"
5'
3' -7-1/2"
33
'
-
8
-
1
/
2
"
13' -8"
9' -2-1/2"
6' -2"
15' -5"
5'
-
4
"
3' -1-1/2"
8' -8"
68' -6"
5' -11-1/2"
52' -2-1/2"
9' -0"
27' -11"
5'
-
6
"
34
'
-
3
-
1
/
2
"
39
'
-
3
-
1
/
2
"
33
'
-
7
-
1
/
2
"
27
'
-
6
"
DAISY CHAINED POWER IN
TABLES
30"H PANEL DUE
TO WINDOW
FIELD CUT PANEL WITH
PANEL GROMMET
TM-1A
WS-1WS-1
TR-1FA
TM-1A
TR-1A
CT-1
SS-1A
TT-1
SS-1A
TM-1A
WS-3
TS-1A
TM-1A
B-2
TR-1B
CT-1
WS-3
TM-1ATR-1A
TR-1B
CT-1
WS-4
CT-1
TR-1A
TM-1A
FL-1
TR-1A
CT-1
CT-1
CT-1
TM-1A
SS-1A
SS-1A
CL-6
TM-1A
SS-1A
TR-1A
WS-4
CT-1
CT-1
TS-1A
WS-1
CT-1
TM-1A
WS-1
SS-1A
TM-1A
SS-1A
TM-1A
TR-1A
WS-2
TM-1A
TR-1FASS-1A
TM-1A
TM-1A
TS-3 CT-1
CT-1
CT-1
4' -8-1/2"
6' -1"
4'
-
4
-
1
/
2
"
4' -6"
3' -8"
3'
-
1
1
"
3'
-
4
-
1
/
2
"
4' -6-1/2"
4' -2"
3' -1-1/2"
6' -7"
5'
-
4
"
4'
-
6
-
1
/
2
"
5'
-
5
"
5'
-
7
-
1
/
2
"
6'
-
1
1
-
1
/
2
"
7' -3"
4' -4"
0'
-
1
0
"
4' -9"
5' -10-1/2"
5'
-
4
-
1
/
2
"
2'
-
6
"
11' -11-1/2"
3' -9"
7' -1-1/2"
3' -9-1/2"
5'
-
1
0
-
1
/
2
"
5' -6"
3' -10-1/2"
6' -3-1/2"
3'
4' -11"
4' -6-1/2"
4'
-
1
1
"
6'
-
5
-
1
/
2
"
3
1
3
1
FM 1 Circuit- 15 AMP Required
Duplex Plug In- Power & Data
FM FMDuplex Data Duplex Data
chiara chiara chiara chiara
2746LC2L
2'-10"
3'-5"
8'-5"
1'-2"
8'-4"
1'-5"
ELECT-VIEWELECT-TYPE
ELECTRICAL
DIA 6"DIA 6"
FC6
FT
FT
FC3
FC6
J
J
J
J PP
J
J
J
J
J
J
J
J
J J
J J
J
(12'-1115__
16")
(8'-0
3__16")
(1'-91_
4")
(8'-0
3__16")
(12'-1115__
16")
(7'-1115__16")
(1'-83_
4")
(7'-1115__16")
(6
'
-
6
"
)
(4'-3") (7'-6")
651_
4"
651_4"
36"
38"
60"
651_
4"
36"
45"
791_
4"±
651_
4"
651_4"
36"
381_8"
60"
651_
4"
36"
79"±
177_8"
791_
8"
45"
791_
8"
60"651_
4"
65
1_4"
30
"
FILLER
BOOK DROP
651_
4"
65
1_4"
36
"
65
1_8"
157_8"
FILLER
TR-3
CR-7
(4)
TR-3
CR-7
(4)
DS-1A(A) DS-1A(B)
DS-1B
(N)
(N)
J
(N)
(N)
J
(N)(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
(N)
5' -5-1/2"
13
'
-
7
-
1
/
2
"
79' -9"
1' -8"
6' -8-1/2"
6'
-
5
"
40
'
-
0
-
1
/
2
"
6' -8-1/2"
11' -3"
11'
41' -1-1/2"
38' -6"
9'
-
3
-
1
/
2
"
0' -10"
2'
-
9
"
8'
-
1
-
1
/
2
"
28' -6-1/2"
37' -4"
4' -5"
12' -2"
9'
-
3
-
1
/
2
"
1' -1"
5'
3' -7-1/2"
33
'
-
8
-
1
/
2
"
13' -8"
9' -2-1/2"
6' -2"
15' -5"
5'
-
4
"
3' -1-1/2"
8' -8"
68' -6"
5' -11-1/2"
52' -2-1/2"
9' -0"
27' -11"
5'
-
6
"
39
'
-
3
-
1
/
2
"
33
'
-
7
-
1
/
2
"
27
'
-
6
"
DAISY CHAINED POWER IN
TABLES
30"H PANEL DUE
TO WINDOW
FIELD CUT PANEL WITH
PANEL GROMMET
TM-1A
WS-1WS-1
TR-1FA
TM-1A
TR-1A
CT-1
SS-1A
TT-1
SS-1A
TM-1A
WS-3
TS-1A
TM-1A
TR-1B
CT-1
WS-3
TM-1ATR-1A
TR-1B
CT-1
WS-4
CT-1
TR-1A
TM-1A
FL-1
TR-1A
CT-1
CT-1
CT-1
TM-1A
SS-1A
SS-1A
TM-1A
SS-1A
TR-1A
WS-4
CT-1
CT-1
TS-1A
WS-1
CT-1
TM-1A
WS-1
SS-1A
TM-1A
SS-1A
TM-1A
TR-1A
WS-2
TM-1A
TR-1FASS-1A
TM-1A
TM-1A
TS-3 CT-1
CT-1
CT-1
4' -8-1/2"
6' -1"
4'
-
4
-
1
/
2
"
4' -6"
3' -8"
3'
-
1
1
"
3'
-
4
-
1
/
2
"
4' -6-1/2"
4' -2"
3' -1-1/2"
6' -7"
5'
-
4
"
4'
-
6
-
1
/
2
"
5'
-
5
"
5'
-
7
-
1
/
2
"
6'
-
1
1
-
1
/
2
"
7' -3"
4' -4"
4' -9"
5' -10-1/2"
5'
-
4
-
1
/
2
"
2'
-
6
"
11' -11-1/2"
3' -9"
7' -1-1/2"
3' -9-1/2"
5'
-
1
0
-
1
/
2
"
5' -6"
3' -10-1/2"
6' -3-1/2"
3'
4' -11"
4' -6-1/2"
4'
-
1
1
"
6'
-
5
-
1
/
2
"
3
1
3
1
FM 1 Circuit- 15 AMP Required
Duplex Plug In- Power & Data
FM FMDuplex Data Duplex Data
chiara chiara chiara chiara
2746LC2L
2'-10"
3'-5"
8'-4"
ELECT-VIEWELECT-TYPE
ELECTRICAL
DIA 6"DIA 6"
FC6
FT
FT
FC3
FC6
J
J
J
J PP
J
J
J
J
J
J
J
J J
J J
J
DS
DS
ER
ER
DS
ER
CN
CN
DSEL
REX
DS
ER
CN
DSDS ELEL
REX
CR
S
DU
DU
DS
ER
CR
DS
ER
CR
DS DS
ERHR
LA
DS
ER
CR
DSDS
ER HR
DC
DS
ER DS HR
CR
DS
ER
DS
HR
DS
ER DS HR
DT DT
DT
DS
ER
CR
DO
PO
PO
PO
DC
DC
DC
DC
DOPO
CR DO
DO
PO
CR
DO
DS DS
ER ER
DO
DO
DO
CR
DO
DO
CR
DS
ER
CR
12
2
345678910
CC
DD
EE
FF
G
H
MECH.
113
ALL GENDER
RESTROOM
115
ALL GENDER
RESTROOM
114
GREAT
READING
ROOM
101
STORAGE
108
WOMEN RR
111
MEN RR
110
SORTING
123
STAFF MEN
RESTROOM
105
STAFF-WOMEN
RESTROOM
104
YOUTH
STACKS
117 YOUTH
STACKS
118
ADULT
STACKS
119
BOOKSTORE
109
I.T.
106
STORAGE
124
NURSING/SENSORY
116
OFFICE
103A
BOOKMOBILE
ROOM
103
VESTIBULE
107
MEETING/COMMUNITY
ROOM
102
TODDLERS
AND
INFANTS
120
TY3.0-1
2
TY3.0-1
1
TY3.0-1 4
TY3.0-13
ASI
ASI
#03
ASI
ASI
#03
ASI
ASI
#03
TKN4003
ASI
ASI
#03
ASI
ASI
#03
ASI
ASI
#03
ASI
ASI
#03
ASI
ASI
#03
ASI
ASI
#03
RFI 261
ASI
003.1
ASI
003.1
ASI
003.1
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
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
TY2.1-1
ELEC. SECURITY
FLOOR PLAN -
FIRST FLOOR
1/8" = 1'-0"1 ELEC. SECURITY FLOOR PLAN - FIRST FLOOR
KEYNOTES
TKN4003
PROVIDE FOR REMOTE RELEASE OF THIS OPENING FROM LIBRARY SERVICE
DESK POSITIONS AND/OR THE FUTURE RESERVATION SYSTEM AS
DIRECTED BY THE CITY'S REPRESENTATIVE.
ASI
ASI
#03
REV # DESCRIPTION DATE
ASI #03 03.25.2025
RFI 261 05/25/2025
ASI 003.1 12/12/2025
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Page & Turnbull
Group 4 Project No. 22575-01 ASI 034 – December 24, 2025
REHABILITATION OF CAST-IN-PLACE CONCRETE 03 0130-1
SECTION 03 0130 – REHABILITATION OF CAST-IN-PLACE CONCRETE
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 WORK SUMMARY
A. This work includes providing the necessary labor, materials, equipment and supervision to
perform the following:
1. Concrete Spalls: Remove loose, spalled, delaminated concrete and patch concrete
with custom concrete patching mortar. Perform spall repairs on the following types of
concrete spalls:
a. Type 1: Minor Surface Spalling (avg. ¼ - 1 – 1/2 in. deep, no reinforcing
present). Remove loose, spalled, and delaminated concrete. Patch prepared
spall with a concrete patching mortar.
b. Type 2: Surface Spalling (avg. ¼ - 2 in. deep, rebar corrosion). Remove loose,
spalled, and delaminated concrete. Expose corroded steel reinforcement
(rebar). Mechanically clean rebar to remove all rust back to sound material.
Coat rebar with rust inhibiting coating. Patch prepared spall with a concrete
patching mortar.
c. Reinforced spall repair (Type 1 or 2): (deep spalls > 1 – 1/2 in. deep) conduct
Type 1 or 2 spall repair; reinforce and anchor patching mortar with stainless
steel wire secure with concrete Tek screws.
d. Previous existing incompatible concrete mortar repair: remove existing mortar
repair and conduct a Type I spall repair.
2. Remove abandoned ferrous anchors and patch holes with custom concrete patching
mortar.
3. Precast concrete trim: Remove loose, spalled, delaminated concrete and patch
concrete with proprietary concrete patching mortar.
4. Custom Mixed Concrete Patching Mortars: Produce custom mixed concrete patching
mortars based on mixes specified herein and mockup evaluation.
5. Concrete Repair Mockups: Conduct in situ mockups of the exposed aggregate
concrete repairs to assist the design team in determining the materials, procedures,
and workmanship for final specification of repairs to match the existing precast
concrete on the building.
1.3 RELATED SECTIONS
A. Section 01 3591 - Historic Treatment Procedures: General historic treatment requirements.
B. Section 02 4296 – Historic Removal and Dismantling.
C. Section 04 0310 – Historic Stone Cleaning
City of Santa Ana Public Library Renovation
Page & Turnbull Group 4 Architecture Research + Planning, Inc.
ASI 034 – December 24, 2025 Group 4 Project No. 22575-01
03 0130-2 REHABILITATION OF CAST-IN-PLACE-CONCRETE
D. Section 04 0342 - Historic Stone Cladding Repair
E. Section 04 0343 - Historic Stone Cladding Repointing
1.4 REFERENCES
A. The following references are incorporated into these Specifications. These written
Specifications take precedence over incorporated references. The Contractor shall have
the following references at the project site at all times and shall be familiar with the
reference contents.
1. ACI 304 – Recommended Practice for Measuring, Mixing, Transportation, and
Placing Concrete.
2. ACI 308 – Standard Practice for Curing Concrete.
3. ACI 318 – Building code Requirements for Reinforced Concrete.
1.5 UNIT PRICES
A. Work of this Section is affected by unit prices specified in Section 012200 "Unit Prices."
1. Unit prices apply to authorized stain removal cleaning covered by quantities shown in
the Drawings.
2. Unit prices apply to additions to and deletions from Work as authorized by Change
Orders.
1.6 SUBMITTALS
A. Submit product data indicating product standards, physical, and chemical characteristics,
technical specifications, limitations, maintenance instructions, and general
recommendations regarding each material.
B. Submit manufacturer’s installation instructions.
C. Applicator’s qualifications and experience.
1.7 QUALITY ASSURANCE
A. Applicator: Company specializing in concrete repairs with five (5) years documented
experience, including with specified products.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site following manufacturer’s written instructions.
B. Store and protect products following manufacturer’s written instructions.
C. Comply with manufacturer’s instructions for storage, shelf-life limitations, and handling.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Page & Turnbull
Group 4 Project No. 22575-01 ASI 034 – December 24, 2025
REHABILITATION OF CAST-IN-PLACE CONCRETE 03 0130-3
1.9 ENVIRONMENTAL
A. Do not apply repair mortar when substrate or ambient air temperature is less than 50°F nor
more than 80°F, or as stated in manufacturer’s written instructions.
B. Maintain a minimum ambient temperature of 50 degrees F during installation of repair
mortar and during curing, or as stated in manufacturer’s written instructions.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Products listed below are by Sika Corporation, except as otherwise specified.
B. Substitutions: Not permitted.
2.2 MATERIALS
A. Patching Mortar: Sika Repair SHB.
B. Mixing Liquid: Sika Latex R.
C. Aggregate: For patches greater than 2 in. thick, extend mortar with 3/8 in. pea gravel.
D. Anti-Corrosion Coating: Sika Armatec 110 EpoCem.
2.3 ACCESSORIES
A. Drilled anchors: Tapcon with Stalgard coating by Elco Industries. Length of anchor shall be
sufficient to provide a minimum of 1-1/2 in. embedment into sound substrate; various
lengths will be required. Use with stainless steel wire, 18 gauge.
B. Slurry Coat: Add water to a small amount of mortar mix until a thick consistency slurry coat
is obtained.
C. Tie Wire: Tie wire shall be #16 gauge stainless steel annealed.
D. Stainless steel wire mesh.
E. Curing Compound: Do not use curing compounds.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Spalls: Check for incipient spalls by tapping the wall and slab surfaces and listening for a
hollow sound indicating delamination. Remove all such delaminated concrete until sound
concrete is found.
B. Cracks: Locate all cracks. Notify Architect of any cracks wider than 1/16 in.
City of Santa Ana Public Library Renovation
Page & Turnbull Group 4 Architecture Research + Planning, Inc.
ASI 034 – December 24, 2025 Group 4 Project No. 22575-01
03 0130-4 REHABILITATION OF CAST-IN-PLACE-CONCRETE
3.2 DEMOLITION AND SURFACE PREPARATION
A. Close off, seal, mask, or board up areas, materials, and surfaces as required to protect from
damage. Protect surfaces from damage and immediately remove stains, efflorescence, and
excess materials resulting from concrete repair.
B. Completely remove cracked existing concrete patches where shown on drawings.
C. Locate and identify form ties, straps, reinforcing bars, and other metal embedded into
concrete that have breached the surface. Cut form ties and straps to 1 in. behind finished
concrete surface and prime exposed edge with anti-corrosion coating.
D. Conduct concrete removal in a manner to prevent cutting, nicking, bending, or otherwise
damaging the reinforcing bars. Repair or replace accidentally damaged reinforcement at no
cost to the Owner.
E. Remove all loose particles and deleterious materials from the exposed sound concrete, and
clean reinforcing bars by wire brushing. Clean metal to SSPC-6, commercial blast finish, or
better.
F. Concrete Surfaces
1. After delaminated concrete removal, concrete surfaces shall have a slightly open,
scarified substrate. All surfaces must be clean, dry, sound, and frost-free with all
residues and other contaminants removed.
G. Spalls
1. Provide 3/4 in. deep saw cut edges around the perimeter of the repair area, normal to
the face of the surrounding concrete. Make saw cuts after sufficient concrete is
removed to locate and determine actual concrete cover over reinforcement. Do not
cut into reinforcement. Reduce depth of saw cut over reinforcement as required.
2. Remove all loose and unsound concrete in the area to be repaired. Remove
concrete to such additional breadth and depth as required to expose undamaged
reinforcing bars and a surface of sound uncontaminated concrete. Where reinforcing
bars are exposed for more than one-half the bar perimeter, remove concrete to a
minimum depth of 3/4 in. beyond the reinforcing bar. Conduct concrete removal in a
manner to prevent cutting, nicking, bending, or otherwise damaging the
reinforcement. Repair or replace accidentally damaged reinforcement at no cost to
the Owner.
3. Exposed steel reinforcement within the substrate should be high-pressure washed
and mechanically cleaned to shiny metal. Prime with Anti-Corrosion Coating in
accordance with manufacturer’s written instructions before applying patching mortar.
Refer to manufacturer’s literature for maximum open times.
H. Cracks
1. Route out all cracks to a minimum 1/4 in. wide and 1/4 in. deep.
I. Pressure wash wall surface. Take all appropriate measures to contain water so as to avoid
water overspray onto adjacent properties and street.
1. Do not allow water to run into cavity between building wall and walls of adjacent
properties.
J. Beginning of installation means installer accepts existing conditions.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Page & Turnbull
Group 4 Project No. 22575-01 ASI 034 – December 24, 2025
REHABILITATION OF CAST-IN-PLACE CONCRETE 03 0130-5
3.3 SPALL REPAIRS
A. Mix and apply patching mortar in strict accordance with the manufacturer’s written
instructions.
B. Immediately prior to patching, create a saturated surface dry surface with no glistening
water.
C. Spalls at existing reinforcement Type I
1. Apply anti-corrosion coating to cleaned rebars per manufacturer’s recommendations.
Observe manufacturer’s open times for anti-corrosion coating.
2. Apply a slurry coat over area to receive repair mortar.
3. While slurry coat is still wet, hand-apply patching mortar working material into voids
and around rebars.
4. Finish flush with existing wall surface.
D. Type II spalls (depth greater than 1/4 in and less than 1-1/2 in.)
1. Apply a slurry coat over area to receive repair mortar.
2. While slurry coat is still wet, hand-apply patching mortar working material into voids.
3. Finish flush with existing wall surface.
E. Type III spalls (depth greater than or equal to 1-1/2 in.)
1. Install drilled anchors and stainless steel wire.
a. Provide one anchor every 10 sq. in., with a minimum of two anchors per repair.
Set anchor with head at mid-depth of patch but in no case with less than 3/4 in.
clear concrete cover.
b. Wrap stainless steel wire between anchors in a crisscross pattern or use
stainless steel wire mesh.
2. Apply a slurry coat over area to receive repair mortar.
3. While slurry coat is still wet, hand-apply patching mortar working material into voids.
4. Finish flush with existing wall surface.
3.4 CRACK REPAIRS
A. Mix and apply patching mortar in strict accordance with the manufacturer’s written
instructions.
B. Immediately prior to patching, create a saturated surface dry surface with no glistening
water.
C. Apply a slurry coat, ensuring that interior surfaces of groove are coated prior to installation
of repair mortar.
D. While slurry coat is still wet, hand-apply patching mortar working material into corners of
groove.
E. Finish flush with existing wall surface to match existing wall/deck surface.
3.5 CURING
A. All curing should be in strict accordance with the manufacturer’s recommendations for
moisture curing, for a minimum of 7 days.
City of Santa Ana Public Library Renovation
Page & Turnbull Group 4 Architecture Research + Planning, Inc.
ASI 034 – December 24, 2025 Group 4 Project No. 22575-01
03 0130-6 REHABILITATION OF CAST-IN-PLACE-CONCRETE
B. Appearance of plastic shrinkage cracks due to inadequate finishing and curing shall be a
cause for rejecting the work so affected. Repair mortar in the rejected area shall be
removed and replaced at no additional cost to the Owner.
C. During the curing period, the repair mortar shall be protected from damage due to
mechanical disturbances such as shock and vibration due to adjacent construction activity.
All finished concrete surfaces shall be protected from damage.
END OF SECTION 03 0130
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 December 12, 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
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 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 December 12, 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.
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 2025 Group 4 Project No. 22575-01
087100-4 DOOR HARDWARE
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
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 December 12, 2025
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.
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 2025 Group 4 Project No. 22575-01
087100-6 DOOR HARDWARE
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.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 December 12, 2025
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.
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 2025 Group 4 Project No. 22575-01
087100-8 DOOR HARDWARE
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.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 December 12, 2025
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
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 2025 Group 4 Project No. 22575-01
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 December 12, 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
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 2025 Group 4 Project No. 22575-01
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
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 December 12, 2025
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
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 2025 Group 4 Project No. 22575-01
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
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 December 12, 2025
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
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 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 December 12, 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
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 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
REMOTE RELEASE - WORK OF
DIVISION 28
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. 22
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 ELEC FIRE EXIT
HARDWARE
RX-PA-AX-98-L-F-M996-06-FS 626 VON
1 EA RIM CYLINDER CR3080 CT6R 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
1 EA GASKETING 188SBK PSA BK ZER
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 December 12, 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
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 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 December 12, 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
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 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 December 12, 2025
DOOR HARDWARE 087100-23
GROUP NO. 39
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 100S 630 GLY
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
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 2025 Group 4 Project No. 22575-01
087100-24 DOOR HARDWARE
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
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 December 12, 2025
DOOR HARDWARE 087100-25
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.
ASI #003.1 City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
December 12, 2025 Group 4 Project No. 22575-01
087100-26 DOOR HARDWARE
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
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 December 12, 2025
DOOR HARDWARE 087100-27
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