HomeMy WebLinkAbout26 Civic Center Plz - REV 6 - PlanST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
ARC
DAVID SCHNEE
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5 06
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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
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
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COL
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COL
COL
COL
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PLAQUEMS MSSIGN
MS TEL PANELSTEAM VAULT
STEAM VAULT
STEAM VAULT
VLTTD SIGN ON PLAQUEIRRIG PANELWVLTWVLTWVLT
WVLT
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FIBER-OPTCOMM VAULTCOMM VAULT111111CONCRETE PAD111111
ZZZZZZZZZZ ZZZZZ ZZZZZ
TEL PANELWVLTWVLTWVLT
WVLT
WVLT?" WRSL & PPPPPP&SLSL&PPEV
DN
3314
3311
3313
0318
0318
0318
3315
03180318
3315
3316
HYDRONICS VAULTS
BELOW
ELEC. VAULTS BELOW
TUNNEL BELOW
WALLS BELOW
FIRE AL. RM.
BELOW
006
ELEV-ABAN.
BELOW
007
MECH-ABAN.
BELOW
008
3318
PORT
COCHERE
REMOVE CONCRETE PAVING/ WALKWAY
(ASI#20 ISSUANCE)
3315
ADDITIONAL REMOVE CONCRETE PAVING/ WALKWAY
#10.2
ASI
3314
3311
ELEC. VAULTS BELOW
TUNNEL BELOW
FIRE AL. RM.
BELOW 006
ELEV-ABAN.
BELOW 007
MECH-ABAN.
BELOW
008
SOUTH
ENTRY
0318
0318
03180318
0318
3316LIDS AREA
DIRTS AREA1' - 0"1
A1.1-2
0319
HAIRLINE CRACKS
NO TREATMENT NEEDED
CIM 1000 FULL 90 MILS WET
SHRINKAGE CRACKS BETWEEN
1/16" AND 1/4" MUST BE
STRIPE COATED WITH CIM 1000
TROWEL GRADE
CIM 1000 FULL 90 MILS TROWEL
GRADE
CIM SCRIM FABRIC SET IN WET
CIM MATERIAL
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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:
A1.0-2
DEMOLITION
ENLARGED SOUTH
SITE PLAN
3/16" = 1'-0"4SP- SITE PLAN-DEMOLITION ENLARGED SOUTH SITE
KEYNOTE
NO.KEYNOTE TEXT
0318 INFILL EXISTING SHAFT OPENINGS AT SLAB ON
GRADE, SEE STRUCURE DETAIL 7/S4.0-4
0319 EXTENDED SITE CONCRETE FROM VAULT WALL
FOR JOINT SHIFTING, 12" WIDE
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
3315 DEMO EXISTING LOUVER BOX CURBS, LOW
WALLS (FRAMING + PANELS), AND LOUVERS
3316 EXISTING SHAFT TO REMAIN, DETAILED INFO SEE
1/A1.2-2
3318 VAULT VENTS
1/2" = 1'-0"3SP- SITE PLAN - ENLARGED SOUTH SITE LIDS INFILLS DIAGRAM
#10.2
ASI
3" = 1'-0"1 CRACK TREATMENT DETAIL
3" = 1'-0"2 CRACK JOINT/ CONTROL JOINT REINFORCEMENT TREATMENT DETAIL
LIMIT OF WORK
CIVIC CENTER DRIVE
ROSS STREETLIMIT OF WORK
LIMIT OF WORK LIMIT OF WORKPARKING STRUCTURELIMIT OF WORKKID'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
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
TEL PANELWVLTWVLTWVLT
WVLT
WVLT?" WRSL & PPPPPP&SLSL&PPEV
A1.2-1
1
EAST
GARDEN
S.L.D.
BOOK
MOBILE
PARKING
SANTA ANA
LIBRARY
PS-3
SOUTH
ENTRY
PORT
COCHERE
PARKING
TRASH
ENCLOSURE
CIVIC DRIVE
ROSS
PARKING
NORTH
ENTRY
CAR
ENTRY
ACCESSIBLE PATH OF
TRAVEL FROM PUBLIC WAY AND
ACCESSIBLE PARKING SPOTS
PROPERTY LINE
SEE SURVEY
A2.5-10
1
SOUTH TRELLIS
AMPHITHEATER
SEATING AND
EAST TRELLISA
LA-2.3
ACCACC ACC
BOOK DROP
EV CAPABLE
PARKING
EV CAPABLE
PARKING
EV CAPABLE
PARKING
EV CAPABLE
PARKING
PARKING1.8%4.5
%
3.9
%
4.8%
3.5%4.5%3.9%3.2%
3.6%3.9%3.0%3.9%3.0%0.5%1.0%1.7%1.6%
0.9%
3.0%1.5%3.1%
2.7%1.0%1.0
%
1
.
0%1.0%0.5%1.8%5.0%
1.0%1.7%
1.0%
1.7%
1.6%1.8%1.6%0.7%
0.5%1.7%0.5%
0.5%1.8%4.0%
3.4%
48" MIN. WIDTH ACCESSIBLE PATH
48" MIN. WIDTH
ACCESSIBLE PATH
48" MIN. WIDTH ACCESSIBLE PATH
DETECTABLE WARNING
DETECTABLE WARNING
DETECTABLE WARNING
ACCESSIBLE PARKING STALL S.C.D 5/C-5.00, 6/C-5.01
8' HT. FENCING
LIBRARY SIGN
ON TOP OF
SOUTH TRELLIS ACCESSIBLE PARKING
SIGNAGE S.C.D 6/C-5.01
5
1010' - 1 1/4"A2.4-2
1
ILLUMINATED MONUMENT
SIGNAGE
3309
3309
3310
3310
1073
3311
#019
ASI
#019
ASI
A1.2-2
1
A1.2-2
5
#010
ASI
3313
PA
PA
PA
PA
PROPERTY LINE
3317 3' - 6"27' - 0"12' - 0"6' - 0"12' - 0"
EQ EQ
MWS UNIT5' - 10 3/8"1' - 6"
GROUND BOX
C.L. ALIGN WITH C.L. OF PLANTER
GROUND BOX
C.L. ALIGN WITH CENTER OF CIRCLE WOOD
DECK
POWER PEDESTAL
C.L. OF TWO PARKING SPOTS
GROUND BOX
C.L. ALIGN WITH PAVER JOINT 1' - 0"POWER PEDESTAL
1' - 0"
#009.2
ASI
#009.2
ASI
#009.2
ASI
#009.2
ASI
ALIGN JOINT W. EDGE OF
PLANTER. SEE CIVIL DWG. FOR DIMS. TYP. PAVING JOINT DISTANCE11' - 2"#027.2
ASI
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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:
A1.1-1
SITE PLAN
1" = 12'-0"1SP- SITE PLAN
1. EXISTING GARAGE SUPPORTS THE SITE ’S OVERALL PARKING NEEDS
NO SPECIFIC COUNTS OF PARKING/ ACCESSIBLE PARKING SPOTS ARE
NEEDED AT SURFACE PARKING
2. REFER TO C1.5-0, C1.5-1 FOR CIVIL UTILITY CONNECTION RELOCATION
3. REFER TO E1.0-2 FOR NEW POLE LIGHTING ON SITE
4. REFER TO E1.0-1 FOR SITE POWER ELECTRICAL CONNECTION
KEYNOTE
NO.KEYNOTE TEXT
1073 FENCE GATE FOR EMERGENCY EXIT ONLY FROM
CHILDREN’S PLAYGROUND
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
3317 LOUVER BOX NEW CONSTRUCTION
#020
ASI
#010
ASI
LIMIT OF WORKCIVIC CENTER DRIVE
ROSS STREETLIMIT OF WORK
LIMIT OF WORK LIMIT OF WORKSANTA ANA LIBRARY
PARKING STRUCTURELIMIT OF WORKKID'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
ZZZZZZZZZZ ZZZZZ ZZZZZ
TEL PANELWVLTWVLTWVLT
WVLT
WVLT?" WRSL & PPPPPP&SLSL&PPEV
3314
33113313
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
PAPA 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
031803180318
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
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" MIN.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 GRADE4" MIN. OVERLAPHIGH 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" MIN.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 FLOOR8" MIN.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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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"20SP- 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"18PAVING SECTION AT EXISTING LIDS
3" = 1'-0"10PAVING SECTION AT CONTROL JOINTS BETWEEN EXITING LID AND EARTH
3" = 1'-0"17PAVING SECTION AT HATCH INFILL AT SOUTH ENTRANCE
3" = 1'-0"3 JOINT DETAIL BETWEEN PAVER AND CONCRETE PAVING
#10.2
ASI
3" = 1'-0"9BASE 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
2
2
3
3
4
4
2
2
3
3
4
4
4
H
A1.2-2
3
A1.2-26
A1.2-2
4
A1.2-2
7
A1.2-2
8
17
A1.2-2
1' - 8 1/2"8"8' - 4 1/2"5' - 7 1/2"4"4"4"4"4"4"4 1/4"3' - 0"3' - 0"3' - 0"4 1/4"4 1/4"3' - 0"4 1/4"1"9' - 8 1/2"1"4"4"
1"3' - 8 1/2"1"
SHAFT
OPENING
EXISTING SHAFT WALL BELOW GRADE
A1.2-3 6
4
A1.2-3
8
A1.2-3
4
H
A1.2-26
18
A1.2-2
14
A1.2-2
2' - 4 3/4"1' - 4 1/4"9' - 10 1/2"4' - 10 1/2"MIN. 1/4 " / 1' SLOPE
A1.2-3 6
4
A1.2-3
8
A1.2-3 2' - 1 1/2"4"2' - 3"4"1"3' - 8 1/2"1"
4 1/4"3' - 0"4 1/4"2' - 0"MIN. 1/4 " / 1' SLOPE
T.O. TILE ASSEMBLY4"2' - 3"4 1/4"3' - 0"3' - 0"3' - 0"4 1/4"
1"9' - 8 1/2"1"2' - 0"T.O. TILE ASSEMBLY
STATIONARY LOUVER,
WHITE PAINTHVBS SUPPORT
4"H, 8" W CONCRETE
CURB
ALUMINUM CORNER
CLADDING, WHITE PAINT
1 5/8" UNISTRUT METAL
FRAMING POST
1 1/4" UNISTRUT METAL
FRAMING, WHITE PAINT
1 1/4" UNISTRUT METAL
FRAMING, WHITE PAINT
C.L.
STATIONARY LOUVER,
WHITE PAINT
SCREEN
2 X 2 X 1/4 CONT. CLIP ANGLE
NOTCH THE CONT. CLIP ANGLE
AS REQ’D TO FIT THEM
BETWEEN SUPPORT MEMBERS
ALUMINUM CORNER
CLADDING, WHITE PAINT
1 5/8" UNISTRUT METAL
FRAMING POST
4"4"
4"H, 8" W CONCRETE
CURB
APPLY SEALANT/CAULK AT
VISIBLE MULLIONS
STATIONARY LOUVER,
WHITE PAINT
C.L.
SCREEN
2 X 2 X 1/4 CONT. CLIP ANGLE
NOTCH THE CONT. CLIP ANGLE
AS REQ’D TO FIT THEM
BETWEEN SUPPORT MEMBERS
4"1"1"
BLT 1/4-20 X 2.75
HHDWSH FLAT 1/4 USS
NUT NYLOCK 1/4-20
6.000" MAX. FROM ENDS;
19.000" MAX. C-C
C.L.
STATIONARY LOUVER,
WHITE PAINT
SCREEN
2 X 2 X 1/4 CONT. CLIP ANGLE
NOTCH THE CONT. CLIP ANGLE
AS REQ’D TO FIT THEM
BETWEEN SUPPORT MEMBERS
HVBS SUPPORT
STATIONARY LOUVER,
WHITE PAINT
HVBS
SUPPORT
DOWEL TO CONNECT
CONCRETE
CURB TO SITE PAVINGS,
SEE 13/ S4.0-1
4"H, 8" W CONCRETE
CURB
8"
PAVER ASSEMBLY, S.L.D.
2 X 2 X 1/4 CONT. CLIP ANGLE
SHAFT OPENING
STEEL BEND PLATE
4"4"FULL 90 MIL CIM 1000
SYSTEM
26 GA SILL PAN FLASHING,
SOLDIERED AT CORNERS
SEALANT SETTING BED
STATIONARY LOUVER,
WHITE PAINT
1 1/4" UNISTRUT METAL
FRAMING, WHITE PAINT
1 5/8" UNISTRUT METAL
FRAMING POST
MIN. 14 GA. GSM COPING
MIN. 20 GA. GSM CLEAT
FASTENED @ MAX.
16" O. C.
HVBS
SUPPORT
1 1/4" X 1 1/4" X 1/4"
BENDING PLATE
1 1/4" X 1 1/4" X
1/4" " L" SHAPE
FLAT BRACKET
FITTING4"
3/4" EXTERIOR
GRADE PLYWOOD
SECURED INTO
UNISTRUT WITH
UNISTRUT FITTINGS
HIGH-TEMP SELF-
ADHERED
UNDERLAYMENT
STATIONARY LOUVER,
WHITE PAINT
1 1/4" UNISTRUT METAL
FRAMING, WHITE PAINT
1 5/8" UNISTRUT METAL
FRAMING POST
MIN. 14 GA. GSM COPING
HVBS
SUPPORT
1 1/4" X 1 1/4" X 1/4" 90
DEGREE BRACKET FITTING
1 1/4" X 1 1/4" X
1/4" " L" SHAPE
FLAT BRACKET
FITTING
3/4" EXTERIOR GRADE
PLYWOOD SECURED
INTO UNISTRUT WITH
UNISTRUT FITTINGS
HIGH-TEMP SELF-
ADHERED
UNDERLAYMENT
GASKET SCREWS
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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:
A1.2-2
SITE DETAILS -
LOUVER BOX
1/2" = 1'-0"1 LOUVER BOX PLAN
1/2" = 1'-0"5LOUVER BOX ROOF PLAN
1/2" = 1'-0"3 LOUVER BOX SOUTH ELEVATION
1/2" = 1'-0"6LOUVER BOX WEST ELEVATION
20LOUVER BOX FRAMING 3D VIEW
3" = 1'-0"4 ENLARGED PLAN DETAIL AT CORNER
3" = 1'-0"7ENLARGED PLAN DETAIL AT LOUVER MULLION
3" = 1'-0"8ENLARGED PLAN DETAIL AT INTERMEDIATE OF LOUVER
3" = 1'-0"17ENLARGED SECTION DETAIL AT LOUVER SILL
3" = 1'-0"18ENLARGED SECTION DETAIL AT LOUVER HEAD HIGHER END
3" = 1'-0"14ENLARGED SECTION DETAIL AT LOUVER HEAD LOWER END
1. TYPICALLY APPLY “L” SHAPE FLAT BRACKET FITTINGS, 90 DEGREE
BRACKET FITTINGS, BENDING PLATE AT CONNECTIONS OF UNISTRUT
FRAMING WHERE NEEDED
2. GENERALLY APPLY 4" 3'WX2'H STATIONARY LOUVER DOUBLE DRAINABLE
BLADE, FREE AREA >=44% (RUSKIN ELF811DD OR EQUAL), WHITE PAINT
#010
ASI
#10.2
ASI
#10.2
ASI
#10.2
ASI
#10.2
ASI
FIRST FLOOR-119' - 10 1/2"
3
TYP.3' - 0"2' - 0 1/4"1' - 0 1/4"
(E) STAIRS-4
1' - 3"
1 1/2"METAL
HANDRAIL, KYNAR SLATE GREY PTD.3' - 9"1 1/2"A7.0-2
6
A7.0-2
5
A1.2-3
10
SIM.
FIRST FLOOR-119' - 10 1/2"
3
8 3/4"TYP.3' - 0"1' - 3"
A7.0-2
6
A7.0-2
5 A1.2-3
10
SIM.
ST4-E
DUE TO THE LOCATION OF THE EXISTING DOOR, THE
EXTENSION OF HAND RAIL AT BOTTOM AT THIS SIDE IS
LIMITED
103B-E
1 1/2"METAL
HANDRAIL, KYNAR SLATE GREY PTD.
3
3' - 9"4' - 2"3' - 9"4' - 2"
1"X1" TUBE STEEL PICKET, 4 1/2" O.C. TYP, CENTRALLY WELD
TO TOP AND BOTTOM RAILING, KYNAR SLATE GREY PTD.
1 1/2" SQUARE STEEL HORIZ RAIL & POSTS, KYNAR GREY PTD.
TYP.
4 1/2"5"5"
12' - 2 1/4"
(E) CONCRETE CURB
A1.2-3
10
103B-E
FIRST FLOOR-119' - 10 1/2"
1 1/2" SQUARE STEEL HORIZ RAIL & POSTS, KYNAR GREY PTD.
1"X1" TUBE STEEL PICKET, 4 1/2" O.C. TYP, CENTRALLY WELD
TO TOP AND BOTTOM RAILING, KYNAR SLATE GREY PTD.
TYP.
4 1/2"
4' - 0 1/2"
2 1/2"4 3/4"3' - 9"(E) CONCRETE CURB
A1.2-3
10
A1.2-3
2
A1.2-36
4
A1.2-3
8
A1.2-3
ST4-E
103B-E
DN
ST-04
103B-E
STEEL ROUND MOUNTING
FLANGE, PTD.
HILTI TZ2 3/8" ATTACHEMENT,
3" MIN. EMBEDED
STEEL ROUND CANOPY, PTD.
1 1/2" STEEL RAIL POST, PTD.
(E) CONCRETE CURB
1 1/2"1"1 1/4"
EQEQ
3
H
ST4-E 103B-E
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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:
A1.2-3
SITE DETAILS -
ST4-E
1/2" = 1'-0"8ST4-E SECTOIN B-B
1/2" = 1'-0"4 ST4-E SECTOIN A-A
1/2" = 1'-0"2 ST4-E GUARD RAIL SOUTH ELEVATION
1/2" = 1'-0"6ST4-E GUARD RAIL WEST ELEVATION
1/2" = 1'-0"9FP01- ENLARGED PLAN ST4-E
3" = 1'-0"10POST FLOOR CONNECTION AT CONCRETE CURB
1/2" = 1'-0"1 (D) FP01- ENLARGED PLAN ST4-E DEMO
#127
RFI
RSM-1LOCL-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
OPS2SM-1SM-1SM-1OPS2OPS2OPS2OPS2OPS2OPS2OPS2OPS2OPS2OPS2OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2OPS2OPS2OPS2OPS2
SM-1
FOL-2FOL-2FOL-2FOL-2FOL-2
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3FOL-3FOL-3FOL-3
FOL-3
FOL-3
SM-1
SM-1
FOL-2FOL-2FOL-2FOL-2FOL-2FOL-2FOL-2FOL-2
LOCL-3LOCL-3LOCL-3LOCL-3LOCL-3LOCL-3LOCL-3LOCL-3
LOCL-2
LOCL-2
LOCL-2
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-1
LOCL-2LOCL-2LOCL-2LOCL-2
FECFECFECDWSM-1SM-1SM-1SM-1SM-1SM-1SM-1SOPS SOPS
SOPS
SOPSSOPSSOPSSOPS
SOPS
SOPS
SOPS
SOPS SOPSSM-2SM-1SM-1
SM-1SM-1SM-1 SM-1FECSM-1SOPSFEC 12345678910
C
D
E
F
G
H
Printer +
copier
Misc.
storage
MECH
003
ELEVATOR-ABAN.
007FIRE AL.RM
006
MECH-ABAN.
008
ARCHIVES
002
STAFF
OFFICE
001
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
ALL GENDER
RESTROOM
010
OFFICE
017
Work
table
Compact
shelving
Work tables
Cabinets
Locker &
Cabinets
Snack
Machine
Drink
Machine
Work table
Cabinets
5 Drawer
lateral file
cabinets
open shelves
Book shelves Open ShelvesOpen ShelvesSTAFF
BREAK
ROOM
004
(E) ELEV.
CONTROL
RM.
005A
OFFICE
016
Compact
shelving
ELECTRICAL
019
ELEV.
CONTROL
018
Existing PAM CabinetExisting Microfilm CabinetNew PAM CabinetNew Cabinet
14' - 0"
STORAGE
005
Trash/
Recycle
Bin
JANITOR.
023Cabinets
12' - 0"5' - 10 1/2"17' - 3 1/4"
ALL GENDER
RESTROOM
011
STORAGE
022
#020
ASI
#019
ASI
#019
ASI
#019
ASI
A2.5-8
3
#020
ASI
#104
RFI
STORAGE
021
#173.1
RFI #173.1
RFI
1.FURNITURE PLANS ARE PROVIDED FOR REFERENCE ONLY
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A10.1-1
FURNITURE PLAN-
BASEMENT (FOR
REFERENCE ONLY)
1/8" = 1'-0"1FP00 - BASEMENT FFE
CJSFGCJSFGCJSFBCJSFGCJSFBCJSFGCJSFBCJSNGCJSNGCJSNGCJSNGCJSNGCJSNGCJSNGCJSNGCJSNGCJSNGCJSNGCJSNGCJSNGCJSVBCJSNGCJSFI-1CJSFI-1 CAEFGCAEFGCAEFGCAEFGCASNGCASNGCASNGCASNGCASNGCASNGCASNGCASNGCASNICASNGCASNGCASNGCASNGCAEVHCAEFVCAEFVCASOPCASFGCASNGCASNGCASNGCASNGCASNGCASNG CAEGN
CAEFVCAEFGCAEFG CAENVCASVA CAENVCAENVCJSNGCJEOP
CJEFG
CJEOP
CJEFG
CJEOP
CJEOP
CJEOP
CJEOP
CJEOP
CJEOP
CJEFB
CJEFB
CJEFB
CJEFB
CJEFB
CJEFB
CJEFG
CJEFG
CJEFG
CJEFG
CJEFG
CJEFG
CJEFG
CJEFG
CJEOP
CJEFG
CJEOP
CJEOP
CJEFG
CJEFG
CJEFB
CJEOPCJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENG
CJENGCJENG
CJENGCJENG
CJENG
CJENG
CJENG
CJENG
CJENGCJENG
CJENGCJENG
CJENG
CAEVA
CAEVACAEVA
CAEVACAEVA
CAEVACAEVA
CAEVA
CAEFGCAEFGCAEFGC
A
E
F
G
CAE
O
P
CAEFGCAEFGCAEFGCJEOP
CJEFG
CJEOP
CJEOP
CJEFG
CJEFB
CJEOPCJSFG
CJEVBCJETK
CJSFI-1CJSFI-1
CJSFICJSFICJSFA
CAENICAENICAENI
CJETKCJETKCJENICJENICJENICJENICJENICJENI-1CAENICJEVA
CJSGN
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFICJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CAENI
SM-1SM-1CAEFGCAEFGCAEFGC
A
E
O
P
C
A
E
F
L
CJEFICJEFI
CJEFI
CJEFI
CJEFI
CJEFI
CJSFI-1
CJSFI-1
CJSFI-1
CJSFI-1
CJEFI
CJEFI
CJEFG
CJSFICJEFICJEFI
CJEFI
CJENG
CJENG
CJENGCJENGCJEOMCJSNGCJSNGCJSNGCJSFGCJEFBCJENGCJENG CAEFGCAEFGCAEFGCAEFGCAEFGCAEFGCAEFGCAEFGCJEFACJSFICJEFACJEFDCJEFD-1CJEFDCJEFDCJEFICJEFICJSFI-1CJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENGCJENICJEFTCJEFTCJEFTCJEFTCJEVA
CJSNICJSNICJSNICJEFTCJEVACJSFGCJSFGHOLDSCAE
V
A
CAE
V
B
CAE
V
B
CAE
V
A
CAE
V
B
CAE
O
P
CAE
O
P
C
A
E
O
P
C
A
E
G
N
C
A
E
F
L
C
A
E
F
G
C
A
E
F
G
C
A
E
F
G
C
A
E
F
G
CAEFGCAEFGCAEFGCAEFGCAEFGCAEFGCAEFGC
A
E
F
G
C
A
E
F
G
CASFGCASFGCASFGCASNICASNICASNGCASNGCASNGCASNGCASVBCASNGCASFGCASFGCASVACAENI
CAENICAENICAEOMCAENICAENICAENI FOLCAEFGCAEFGCAEFGCAEFGCAEFG
SM-1FOLFOLFOL-1
FEC
CJEFI
CJSFICJSFICJENGCJENGHOLDSHOLDSHOLDSHOLDSHOLDSCJSNGCJSNGCJENGCJENGCJEFTCJEFTCAENI
CAENF
CAENFCAENF
CAENF
CAENF
CAENF CAENF
CAENFCAENF
CAENF
CAENF
CAENF
FECCJSFICJSFICJSFICJSFICASNICASNICASNICASVBCAENI
SM-1
FOL-1
CJEFI
(12'-1115__16")(8'-03__16")(1'-91_4")(8'-03__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"311_4"651_4"651_4"30"32"
FILLER
BOOK DROP
651_4"651_4"36"651_8"157_8"FILLER
TR-3
CR-7
(4)
TR-3
CR-7
(4)
DS-1A(A)DS-1A(B)
DS-1B
INSERTION
POINT (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' -11"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' -11-1/2"7' -3"
4' -4"0' -10"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' -10-1/2"5' -6"3' -10-1/2"6' -3-1/2"3'4'
-
1
1
"
4' -6-1/2"4' -11"6' -5-1/2"3131FM 1 Circuit- 15 AMP Required
Duplex Plug In- Power & Data
FM FMDuplex Data Duplex Data
chiara chiara chiara chiara
2746
L
C
2
L
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
JJPP
J
J
JJ
JJ
JJJJJ JJ
12
2
345678910
CC
DD
EE
FF
G
H
A2.5-9
1
179' - 7 1/4"
Exterior
book drop
Interior book
Return
Library of
Things
Showcase
ABC123Picture BkYouth Audio BkYouth DVDGraphic
NovelPaperbackYouth FictionYouth Non-FicRef StoryYouth Spanish Non-FicYouth Sp BiographyYouth Spanish FictionYouth Sp Reader 123Spanish
Picture Bk
Spanish Board Bk
Spanish
ABC123
MECH.
113
ALL GENDER
RESTROOM
115
ALL GENDER
RESTROOM
114
Youth Sp
Graphic NovelAdult Spanish Non-FicSp BiographySp FictionViet Fiction
Sp
DVD
Viet Non-Fic
Audio
B
k
Viet DVD/CD
Large
Type
Pa
p
e
r
b
a
c
k
Gr
aph
i
cNo
ve
lAdult FictionViet
DVD
GREAT
READING
ROOM
101
STORAGE
108
WOMEN RR
111
MEN RR
110
SORTING
123
STAFF MEN
RESTROOM
105
STAFF-WOMEN
RESTROOM
104
YOUTH
STACKS
117YOUTH
STACKS
118
ADULT
STACKS
119
BOOKSTORE
109
Computers & Desktops
I.T.
106
Self-
check
kiosk
O.F.O.I
Adult New
Mobile Storage Shelving
Delivery
staging area
Baby
Pre-K
Board BKBiography
Spanish
Audio
Bk
STORAGE
124
NURSING/SENSORY
116
OFFICE
103A
BOOKMOBILE
ROOM
103
Book
Disposal
open
shelves
VESTIBULE
107
MSS MSS MSS MSS-1MSD MSD MSD MSD MSD MSD MSD MSD MEETING/COMMUNITY
ROOM
102
MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MagazineSp
Audio
Bk
DVD
Dream Box
O.F.O.I
Adult New
AV ClosetBench Seating
A seperate
application
for this area
Spanish Picture Bk
Accessible
desk
Standing Netork
Printer
Display
case
Library
o
f
Things Showca
s
e
Library of
Things Showcase
Laptop
Kiosk
O.F.O.I
MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD MSD TODDLERS
AND
INFANTS
120
Code Signage
Exclusion area No Sec. Tag
Exclusion area No Metal
TV Screen
Library of
Things
Showcase
4' - 0"
WALL OUTLET WITH POWER & DATA ON
FACILITY WALL ~32" A.F.F.
READILY ACCESSIBLE
7' - 8"ACCESS PANEL FOR POWER+DATA
READILY ACCESSIBLE
SINGLE POLE TOGGLE SWITCH @+48"(UON)
JUNCTION BOX
0' - 4"WALL OUTLET CENTERED ON
STOREFRONT SIDE OF RETURN
FOR STRIP LIGHTING ~18" A.F.F.
0' - 4"
FLUSH MOUNTED
RECEPTACLE OUTLET
@ +18" UON
0' - 4"
FLUSH MOUNTED RECEPTACLE
OUTLET @ +18" UON
OUTLET FOR TELEPHONE/DATA
@ +18"
0' - 4"
0' - 4"
FLUSH MOUNTED
RECEPTACLE OUTLET
@ +18" UON
FLUSH MOUNTED RECEPTACLE
OUTLET @ +18" UON
OUTLET FOR TELEPHONE/DATA
@ +18"
FLOOR BOX
5' - 11"0' - 6"0' - 4"0' - 4"0' - 4"0' - 4"SINGLE POLE TOGGLE
SWITCH @+48"(UON)
FLUSH MOUNTED
RECEPTACLE OUTLET
@ +18" UON
OUTLET FOR TELEPHONE/DATA
@ +18"
JUNCTION BOX
1' - 0"0' - 4"FLUSH MOUNTED
RECEPTACLE OUTLET
@ +18" UON
7' - 6"9' - 0"FLOOR BOX
5' - 0"6' - 0"FLUSH MOUNTED
RECEPTACLE
OUTLET @ +18"
UON
3' - 8"2' - 4"6' - 1 1/2"10' - 5"13' - 8 1/2"5' - 6 1/2"7' - 5"
5' - 8"10' - 2"2' - 11"3' - 2"4' - 5 1/2"4' - 5 1/2"2' - 6 1/4"2' - 6 1/4"3' - 8 3/4"8' - 8 1/4"
7' - 11 3/4"3' - 4 1/4"2' - 6 1/4"4' - 9 1/2"4' - 9 1/2"2' - 6 1/4"3' - 5 3/4"1' - 4"5' - 4"
A1.0-2
3
3' - 9 7/8"
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A10.2-2
FURNITURE
POWER/DATA
PLAN- FIRST
FLOOR (FOR
REFERENCE ONLY)
1/8" = 1'-0"1FP01- FIRST FLOOR PLAN FFE POWER/DATA
#009.1
ASI
1. REFER TO THIS SHEET FOR APPROXIMATE POWER AND DATA LOCATION.
FOLLOW THE MOUNTING DIMENSION RULES IN SHEET A0.6-2 AND SPECS. IF
WE REQUIRE FOR SPECIFIC LOCATION WE WOULD PROVIDE DIMENSIONS .
CYEFGCYEFGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGHITEMCYEFGCYEFGMISCCAENGCAENGCAENGCYEFGCYEOMCYEOPCAENHCAENHCAENHCAENH
HITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMMISCCYEOPCYEGN
CYEGNCYEGNCYEGNCYEGNCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCYEOP
CAENHCAENHCAENC
HITEMHITEMOBOBFECFECFEC
CYEOP CYEOP CYEOP
SOPS
SOPS
AFICHITEMHITEM
AFICAFICAFICAFICAFICCYEFG(4'-107_8")(9'-91_4")(2'-33_4")(4'-107_8")(3'-41_2")(1'-33_4")(9'-107_8")(65_8")311_2"443_4"96"
443_4"311_2"36"333_4"351_2"
18"311_2"443_4"1513__16"36"MIN REQ'D 36"MIN REQ'D
443_4"311_2"36"12"
DS-1C DS-1C
DS-1C
DS-1C
(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)
(N)
(N)
(N)
4' -2"4' -8"
4' -5-1/2"
5'
5' -6"5' -6"5' -8-1/2"10' -2-1/2"
10' -11"
6'29' -6"6' -8-1/2"6' -10"5' -2-1/2"4' -2"
4' -8-1/2"21' -5"1' -10"6' -6"
5'7' -11"5'
5' -9"7' -7-1/2"7' -9-1/2"4' -8"
12' -8-1/2"5' -11-1/2"12' -2-1/2"
4' -5-1/2"
6' -7-1/2"
7' -2-1/2"
10' -1-1/2"8' -3"6' -7-1/2"5' -7"2'9' -2-1/2"11' -7-1/2"TR-1D
FIELD CUT TOP
AROUND
COLUMN
INSERTION
POINT *5'10" or shorterTR-1C
WS-2WS-2
WS-2
TR-1D
TR-1D
TR-1G
CT-1
CT-1
TR-1FC
TR-1A
TM-1B
ST-2
TM-1C
TM-1B
TM-1B
TR-1ETR-1E
CR-6
TR-FA
CR-6
TR-FA
TS-1B
CR-6
CR-6
CR-6
CR-5
CR-6
CR-5
CT-1
CR-6
TM-1C
TR-1FB
CR-5CR-5
CR-6
SS-1ATS-1B
TM-1BCT-1
SS-1AWS-3
TS-1A
CR-8
CT-1 (modified)
CT-1
CT-1
CT-1
WS-1WS-1
CL-5
B-1
CL-5
CL-3
CL-3CL-3
CL-5
CL-3
CR-8
CR-8
CR-8
CR-8
CT-1
CR-8
CR-8 CR-8
CR-8
CL-5
CT-1
TS-3
CR-8
TS-3
CR-8
CR-83' -8-1/2"6' -5-1/2"5' -11"2' -6"5' -10-1/2"2' -2"
7' -0-1/2"
3' -1"5' -11"3' -7-1/2"1' -0-1/2"4' -5-1/2"
5' -2"
5' -5"
3' -7"
6' -8"
7' -1-1/2"4' -0"3' -1"3' -4"5' -9"
FM 1 Circuit- 15 AMP Required
Duplex Plug In- Power & Data
FM 1 Circuit- 15 AMP Required
Duplex Plug In- Power & Data
Duplex Core
1 Circuit- 15 AMP Required
Duplex Plug In- Power Only
Duplex Core
1 Circuit- 15 AMP Required
Duplex Plug In- Power Only
8'8'8'33'-6"8'8'8'20'-8"21'-5"
14'-2"13'-10"
13'-7"
12'-8"
XREF
XREF
ELECT-VIEWELECT-TYPE
ELECTRICAL
2T2T
FT
FT
J
JJJJJ 12345678910
C
D
E
F
G
H
Adult Non-Fic
Map Table
Map
Cabinet YA Graphic NovelYA FictionYA Paperback
HISTORY
222
YOUNG
ADULT
211
STUDY
202
ALL GENDER
RESTROOM
2T1
ALL GENDER
RESTROOM
2T2
STAFF
RESTROOM
2T3
STUDY
220
STAFF
MEETING
ROOM
221
ADULT
STACKS
200
VESTIBULE
SEATING
200A
STUDY
201JAN.RM
217
STAIR 3
2S3 MAKER
STORAGE
216
Dumbwaiter
Maker
Shelving
OFFICE
226
OFFICE
223
STAFF
OFFICE
224
YA STUDY
BOOTH
211A
Dream Box
AV
Closet
Printer Printer
Existing
maker table
VIDEO
RECORDING
BOOTH
214
VIDEO
EDITING
BOOTH
213
MAKER
SPACE
212
OFFICE
225
ELEC. RM.
218
STORAGE
200BOversize BooksNon- Book ItemsNon- Book ItemsPiano
O.F.O.I Arcade machines8' - 6"8' - 3 1/2"12' - 1 3/4"7' - 10"8' - 5"8' - 5"8' - 5"8' - 5 1/2"8' - 0"8' - 0"9' - 9 1/2"8' - 0 1/2"8' - 0 1/2"37' - 8"8' - 0 1/4"8' - 0"
7' - 7"5' - 1"6' - 2"11' - 6"9' - 11 1/4"
2' - 6"2' - 6"1' - 0"ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A10.2-3
FURNITURE
POWER/DATA
PLAN- SECOND
FLOOR (FOR
REFERENCE ONLY)
1/8" = 1'-0"1FP02 - SECOND FLOOR PLAN FFE POWER/DATA
#009.1
ASI
1. REFER TO THIS SHEET FOR APPROXIMATE POWER AND DATA LOCATION.
FOLLOW THE MOUNTING DIMENSION RULES IN SHEET A0.6-2 AND SPECS. IF
WE REQUIRE FOR SPECIFIC LOCATION WE WOULD PROVIDE DIMENSIONS .
FECFECFECFECFECA1A1
B1
A1 A1
A1
A1
B1
B1
A1 A1
D1
D1
D1
D1
D1D1D1D1
D1D1 D1 D1 D1
D2
D1
D1
D1
D1D1D1
D2D2
D1D1D1D1
C1
B1
C2
C1C1
C1
D2D2
C1
C1
C2C2
C1
C1
D1
D2
D2
C1
C1
C1
C1
D1
A2A2A2
A2A2
C2C2C2
C2
C2
C2
C2
C2
C2
C2C2
C2
A1
A1A1
A1A1
A1A1A1A1 A1
A1
A1 A1 A1 A1
A1
A1A1A1A1A1
A1A1A1A1
A1
A1A1A1A1A1
A1A1A1A1
A1
A1A1A1
A1A1
A1 A1
A1 A1 A1
A1
A3A3
D1
OSOS
J
J
OS
OS
J
OS
OS
JJ
J
OSOSOSOSOSOS
OSOSOSOSOSOS
OS
J
OS
OS
OSOS
J
OS
OS
J
OS
OS
J
OS
OS
OS
OS
OS
J
J
OS
OS
J
OS
J
JJJJJ J
J
J
J
J
J
JJ
OSOS
J
OSOSJ
12345678910
C
D
E
F
G
H4' - 8"ALIGN W. FACEALIGN W. FACE ALIGN W. FACE
EQEQ
EQEQ
EQEQ
3' - 3"ALIGN FACE W.
GRID
ALIGN FACE W.
GRIDEQEQ
EQEQ
ALIGN FACE W.
WALL FINISH2' - 10"ALIGN W. FACE
ALIGN W. FACE ALIGN W. FACE ALIGN W. FACE
ALIGN FACE W.
GRID
EQ EQ
ALIGN FACE W.
GRID
EQ EQ
EQ EQ 3' - 3"CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
EQ EQ EQEQEQ CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
EQEQ4' - 4"EQ EQ EQ EQ
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
ALIGN FACE W.
WALL FINISH
EQ EQ
EQEQ
EQ EQ8' - 6"EQEQEQEQ
3' - 3"
ALIGN W. FACE
7' - 4"ALIGN W. FACE
ALIGN W.
GRIDEQ
EQ4' - 11"2' - 1 3/4"3' - 5"
CTR. ALIGN W. CTR.
OF THE SPACE6' - 7"5' - 1"EQEQ
10' - 2"3' - 3"1' - 5"3' - 3"3' - 3"5' - 4"1' - 0"10' - 2"1' - 5"1' - 0"1' - 0"5' - 4"
ALIGN W. TRACK GRIDALIGN W. TRACK GRIDALIGN W. TRACK GRIDALIGN W. TRACK GRID
2' - 5"
2' - 10"3' - 1"9"
3' - 2 1/2"10' - 7"7' - 10"3' - 0"
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A10.2-4
BASEMENT
LIGHTING DIM
PLAN
1/8" = 1'-0"1RCP00-REFLECTED CEILING PLAN-BASEMENT LIGHTING DIM CONTROL PLAN
#240
RFI
1. THIS DWG IS FOR LIGHTING FIXTURE LOCATION AND ACT TRACK LOCATION
REFERENCE ONLY. REFER TO ELECTRICAL SHEETS FOR LIGHTING FIXTURE SCHEDULES
AND ELECTRICAL CONNECTIONS. ETC.
11
11
B1B1
A1
A1
A1
A1
B1 B1 B1B1B1B1
B1 B1
B1
B1
A1
A1
B3B3B3
B3B3
B3
B3 B3
B1
B3
B3
B3B3
B3B3B3B3
B1
B1
H1
B1B1B1
B1B1B1
B1
B1B1B1
B1
B1
B1B1B1
B1
B1
B1B1
B1B1
H1H2
B1
B1
B1
B1B1B1
B1B1
B1B1
B1
B1
B1B1B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1B1
C1B1B1B1B1
B1
B1
B1
B1
C1 C1
H1H1
H1H1H1
C1
C1
B1B1B1
B1
B1
C1
B1
G1
G1
G1
C1
B1
B1
B1
B1
B3
B3
B1
B1
A1A1
A1 A1
A1
A1
A1
A1
A1
A1
A1
A1
A1
A1A1
A1
A1
A1A1
B1
A1
A1
A1
A1
A1A1
A1
A1
A1
A1
A1
A1
B1
B1
B1
B1
B3
G1
G1 G1
B2
B2B2C1
C1
B3 B3
B3 B3
EX
EX
EX
EX
TP1
EXEXEXEX EX EX EX
OS
J
OSOS
OS OS
OS
OS
OS
OS
OS
OS
OSOS
OS
OS
OS
OS
OS OSOSOSOSOS
OS
OS
OS
OS
OS
OSOS
OSOS
OS
J
OS
OS
OS
OS
J
J
OS
OS
OSJ
J
J
OS
J12345678910
C
D
E
F
G
H
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
EQEQEQEQ
CL. OF LIGHTING ALIGN
WITH CL. OF TRACK GRIDS
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
GRID UNIT
@ CTR. OF ACT
GRID UNIT
CL. ALIGN
CL. ALIGNCL. ALIGN
EQEQEQEQEQEQEQEQEQEQCTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
EQEQEQEQ
EQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQEQ
EQEQ
EQEQEQEQEQEQEQEQEQ
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
EQEQ
EQEQEQEQEQEQEQ
EQEQEQEQEQEQEQEQEQEQEQEQEQ
EQEQEQ
EQEQEQEQEQ EQEQEQEQEQ EQ EQ
EQ EQ
CL. ALIGN
W. FACE OF
WALL
1' - 4"EQEQEQEQEQ EQ EQ
EQ EQ
EQEQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ
EQEQ@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT EQEQEQEQ
TYP. CL. OF "EX" (E-W DIRECTDION)
LIGHTING ALIGN W. CL. OF TWO ADJACENT
GRIDS
EQEQ
EQ EQ
2' - 6"2' - 6"CTR. ALIGN W. CTR.
OF THE SPACE
EQ EQ7' - 0"3' - 9"1' - 9"2' - 3"24' - 2"5' - 0"16' - 4"6' - 0"TRACK. ALIGN
TRACK. ALIGN
TRACK. ALIGN
1' - 2"1' - 7"10"3' - 7"3' - 7"2' - 4"
4' - 1"
4' - 1"2' - 5"2' - 5"6' - 5"
2' - 10"2' - 4 1/2"ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A10.2-5
FIRST FLOOR
LIGHTING DIM
PLAN
1/8" = 1'-0"1RCP00-REFLECTED CEILING PLAN-FIRST FLOOR LIGHTING DIM CONTROL PLAN
#240
RFI
1. THIS DWG IS FOR LIGHTING FIXTURE LOCATION AND ACT TRACK LOCATION
REFERENCE ONLY. REFER TO ELECTRICAL SHEETS FOR LIGHTING FIXTURE SCHEDULES
AND ELECTRICAL CONNECTIONS. ETC.
FECFECFEC
A1
A1
A1 A1
A1A1
A1 A1
A1
A1
A1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1 B1
B1
A1
A1
A1A1
A1
A1 A1
A1
A1A1
A1
A1 A1
A1
B1
B1
B1
A1A1
A1
A1B1
B1B1
A1A1
A1
A1
A1
A1
A1A1
A1
A1
B1
B1B1
A1
A1
B1
B1B1
A1
A1
B1
B1
A1
A1
A1
B1
B1
B1
B1
B1B1B1B1B1
A1
A1
A1
A1
A1
A1
B1
B1
B1
B1
B1
B1B1
B1B1
B1
B1B1
B1B1
C1
A1
B1B1
ER
ER
ER
ER
A1
A1
A1 A1
C1
A1
A1A1
A1
A1 A1
B1
B1
B1
B1
B1
B1
B1
B1
A1
A1
B1
B1
B1
C1C1
A1
A1
A1C1C1
C1
B1
J2
J2
J1J1J1
C1
XF
OS
OS
OS
OS
OS
OS
OS
OS
J
OS
OS
OS
OSOS
JJ
J
OS
OS
OS
J
OS
J
OS
J
OS
J
OS
OS
OS
OS
J
OS
J
12345678910
C
D
E
F
G
H
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
@ CTR. OF ACT
PANEL UNIT
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
CTR. ALIGN W. CTR.
OF THE SPACE
EQEQEQEQEQEQEQEQEQ
EQEQEQEQEQ
EQEQEQEQ
EQEQEQEQEQEQ
EQEQEQEQ
EQEQEQEQEQEQEQ EQ
EQEQEQEQEQ EQ EQ
3' - 2"EQEQEQEQEQEQ2' - 1"2' - 1"7"11 1/2"
2' - 3"4' - 1"3' - 0"6' - 8"1' - 6 1/2"3' - 7"
2' - 4"3' - 6 1/2"3' - 4"2' - 10"3"2' - 9"4' - 3"
3' - 6 1/2"2' - 1"1' - 1"7"7"1' - 4"
3' - 6 1/2"5"1' - 7"3' - 11"
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A10.2-6
SECOND FLOOR
LIGHTING DIM
PLAN
1/8" = 1'-0"1RCP02- REFLECTED CEILING PLAN- SECOND FLOOR LIGHTING DIM CONTROL PLAN
#240
RFI
1. THIS DWG IS FOR LIGHTING FIXTURE LOCATION AND ACT TRACK LOCATION
REFERENCE ONLY. REFER TO ELECTRICAL SHEETS FOR LIGHTING FIXTURE SCHEDULES
AND ELECTRICAL CONNECTIONS. ETC.
12345678910
C
D
E
F
G
H
D003D010
7' - 0 3/4"8' - 8 3/4"V.I.F7' - 0 3/4"V.I.F1' - 8"V.I.F
4' - 11 1/4"
RETURN AIR CHASE
D002D002
D002D002
D002D002
D002D002
D002D002
D004D004
D002
(R) STEPPED
SEATING
AREA
FRIEND'S
AREA
STORAGE/MECHANICAL
REFERENCE TEEN SPACE
YOUTH
SERVICES
TECHNICAL
SERVICES
TEEN SPACE
ACTIVITY
TEEN SPACE
OFFICE
ADULT
COMPUTER
LAB
D010
D035
#41
RFI
INDICATES AREA OF
SLAB ON GRADE DEMO
AS REQUIRED BY PIT
WALL SHORING
REQUIREMENTS. SLAB
ON GRADE DEMO
EXTENT PER
CONTRACTOR.
#41
RFI
#019
ASI
#019
ASI
#020
ASI#020
ASI
#020
ASI
#020
ASI
MIN.3' - 0"MIN.
3' - 0"
MIN.
3' - 0"MIN.3' - 0"#41.1
RFI
#287
RFI
WALL TYPE LEGEND
EXISTING WALL, TO REMAIN
EXISTING WALL, TO BE DEMOLISHED
NEW WALL
(E) WALL, REMOVED FINISHES TO STUDS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
COORDINATE WITH ALL OTHER DEMOLITION SHEETS.
REFER TO SHEET A2.0-10, PROTECTION GENERAL
NOTES, REFER TO SECTIONS: 02 4119.13 - SELECTIVE
BUILDING DEMOLITION, 02 4296 - HISTORIC REMOVAL
AND DISMANTLING
NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY, RE: A2.0-13.
(PLAQUES SHALL BE REMOVED WITH CARE AND
PROVIDED TO THE CITY/LIBRARY.
(R) ALL FURNITURE LEFT IN THE BUILDING INCLUDING
BUT NOT LIMITED TO SHELVING, BUILT-IN CABINETS,
DESKS, EQUIPMENT, APPLIANCES, BULLETIN BOARDS
AND SIGNAGE.
DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.
PROTECTED AREAS TO REMAIN.
IF AREAS THAT ARE NOT SHEDULED TO BE REMOVED
ARE DAMAGED, DOCUMENT AND NOTIFY THE
ARCHITECT FOR HOW TO REPAIR.
(R) ALL FLOOR FINISHES U.O.N.
REFER TO DOOR SCHEDULE FOR DOORS TO BE SAVED
AND REUSED. (R) ALL OTHER DOORS, FRAMES, AND
HARDWARE.
PROVIDE TEMP. SHORING FOR ESCAVATION OF
SKYLIGHT WELLS.
TRENCH FOR FLOOR BOXE 8" WIDE, TYP.
REFER TO C-1.20 FOR MORE SITE DEMO ELEMENTS
DEMOLITION NOTES:
DEMOLITION PLAN LEGEND
EXISTING FLOOR, SLAB, CURB, ETC, TO BE
DEMOLISHED
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A2.0-0
DEMOLITION
BASEMENT FLOOR
PLAN
KEYNOTE
NO.KEYNOTE TEXT
D002 (R) WALL
D003 (R) CASEWORK
D004 (R) PLUMBING FIXTURES AND PARTITIONS
DEMO
D010 (R) DEMO SLAB
D035 FOR EXISTING WALLS REMAINED AT
RESTROOMS, DEMO FINISH AND DRYWALL
DOWN TO THE STUD AT THE RESTROOM
INTERIOR SIDE
1/8" = 1'-0"1(D) FPB - BASEMENT PLAN - DEMOLITION
12345678910
C
D
E
F
G
H
A3.0-11
A3.0-1
4
A3.0-1
3
A3.0-12
7' - 0 1/2"16' - 0 3/4"D002D002
D002D002
D002D002D002
D004D004
D002D002D002
D002
D004
D002
D002D002
D002
ADMIN.
OFFICEMAIN
LIBRARY
MEZZANINE
YOUTH
COMPUTER
LAB
MEETING
ROOM A
OPEN TO BELOW
STACKS
PRIVATE OFICE
PRIVATE OFICE
STAFF MEETING ROOMSTORAGEMEN LOCKERMEN RR.WOMEN RR.WOMEN LOCKERCOT ROOMMEETING ROOM
STORAGE
STORAGE KITCHEN3' - 4"D002
D010
D024
D024
D035
D035 APPLIES TILL THIS POINT
8' - 0"
#30
RFI
#30
RFI
DEMO WALL FULL HEIGHT
DEMO WALL HEIGHT TO TOP OF EXISTING SOFFIT;
HEIGHT TO CONFIRM IN FIELD
KEEP THE UPPER PORTION
DEMO WALL HEIGHT TO BOTTOM OF EXISTING SOFFIT;
HEIGHT TO CONFIRM IN FIELD
KEEP THE UPPER PORTION
WALL ENDS BEYOND THE FACE OF BULKHEAD
VERTICAL FACE OF BULKHEAD
DEMO WALL HEIGHT TO 10' A.F.F.
WALL ENDS BEYOND THE FACE OF BULKHEAD
DEMO FROM FRAMING
DEMO WALL HEIGHT TO 8'-6" A.F.F.
DEMO FROM FRAMING.
#30
RFI
#30
RFI
#30
RFI
#30
RFI
D002
#37
RFI
#52
RFI
#020
ASI
#020
ASI
A8.8-5
1
#49.1
RFI
#49.1
RFI
WALL TYPE LEGEND
EXISTING WALL, TO REMAIN
EXISTING WALL, TO BE DEMOLISHED
NEW WALL
(E) WALL, REMOVED FINISHES TO STUDS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
COORDINATE WITH ALL OTHER DEMOLITION SHEETS.
REFER TO SHEET A2.0-10, PROTECTION GENERAL
NOTES, REFER TO SECTIONS: 02 4119.13 - SELECTIVE
BUILDING DEMOLITION, 02 4296 - HISTORIC REMOVAL
AND DISMANTLING
NOTE SPECIFIC ITEMS TO BE REMOVED AND
PROVIDED TO THE CITY/LIBRARY, RE: A2.0-13.
(PLAQUES SHALL BE REMOVED WITH CARE AND
PROVIDED TO THE CITY/LIBRARY.
(R) ALL FURNITURE LEFT IN THE BUILDING INCLUDING
BUT NOT LIMITED TO SHELVING, BUILT-IN CABINETS,
DESKS, EQUIPMENT, APPLIANCES, BULLETIN BOARDS
AND SIGNAGE.
DURING DEMOLITION WORK, MAINTAIN COMPLIANCE
WITH CALIFORNIA FIRE CODE CHAPTER 33.
PROTECTED AREAS TO REMAIN.
IF AREAS THAT ARE NOT SHEDULED TO BE REMOVED
ARE DAMAGED, DOCUMENT AND NOTIFY THE
ARCHITECT FOR HOW TO REPAIR.
(R) ALL FLOOR FINISHES U.O.N.
REFER TO DOOR SCHEDULE FOR DOORS TO BE SAVED
AND REUSED. (R) ALL OTHER DOORS, FRAMES, AND
HARDWARE.
PROVIDE TEMP. SHORING FOR ESCAVATION OF
SKYLIGHT WELLS.
TRENCH FOR FLOOR BOXE 8" WIDE, TYP.
REFER TO C-1.20 FOR MORE SITE DEMO ELEMENTS
DEMOLITION NOTES:
DEMOLITION PLAN LEGEND
EXISTING FLOOR, SLAB, CURB, ETC, TO BE
DEMOLISHED
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A2.0-2
DEMOLITION
SECOND FLOOR
PLAN
KEYNOTE
NO.KEYNOTE TEXT
D002 (R) WALL
D004 (R) PLUMBING FIXTURES AND PARTITIONS DEMO
D010 (R) DEMO SLAB
D024 PROTECT (E) ROOF TO REMAIN
D035 FOR EXISTING WALLS REMAINED AT
RESTROOMS, DEMO FINISH AND DRYWALL DOWN
TO THE STUD AT THE RESTROOM INTERIOR SIDE
1/8" = 1'-0"1(D) FP02 - SECOND FLOOR PLAN-DEMOLITION
#30
RFI
RFECFECFECDWFECFEC01
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
C24
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 UPUPUP03ST
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
JANITOR.
023
080608060806
G24a
G24a
G24a
G24a
A5.0-14
1017
101710171017
10181018
1017
10181018
0941
5
6
4TYP.
TYP.
TYP.
TYP.
1074
10741074
#006
ASI
#006
ASI
#006
ASI
#006
ASI
#006
ASI
F14a #51
RFI
#51
RFI
021
C24 023
011
C24aF14a
F14
F14
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
F12 F12
#287
RFI
#287
RFI #287
RFI
WALL TYPE LEGEND
EXISTING WALL, TO REMAIN
NEW WALL
1-HOUR FIRE RATED WALL
NEW FURRED WALL
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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"1FP00 - 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
0941 GYPSUM BOARD LAYER TO ALIGHT WITH
EXISTING WALL FINISH SURFACE
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
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
1407 PASSENGER ELEVATOR
2307 EXHAUST DUCT TO ROOF (E)
2309 AIR INTAKE VENTS WITH CONNECTION TO
UNDERSLAB DUCT TUNNELS. S.M.D.
#006
ASI
7/8"
pilas
ter
FEC
FECA3.1-101
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
110WOMEN 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
COCHERESOUTH 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
UPUPUPDNDNDN
1403
MEETING/COMMUNITY
ROOM
102
A5.0-1
6
C24W
A5.0-1
10
i102B
A5.0-1
A3.1-1
4
A3.1-1
3
A3.1-12
A3.1-1
5
106
6' - 10"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
F14F14
C24
C24F14F14
F14
F14
F14
F14a
C24
G26aG26a
G26aC24
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
B24C14a
103-I
100
KID'S AREA
N.A.P.
A2.5-17
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
10171017
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
RFI8' - 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
F12F10
F12
F140943
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
F14aF14a
C24a
B26a
F12F10
F12
112F14a
F14
C23.6a
F14aF14a
F14a
F14a
C24a
C24a
F10
F14F10
F10F10
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
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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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"1FP01- 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
2307 EXHAUST DUCT TO ROOF (E)
#52
RFI
#282
RFI
FECFECFEC
A3.1-101
A3.4-1
12345678910
C
D
E
F
G
H
2
A7.0-1
1
YOUNG
ADULT
211
A7.0-1
1
3
A7.0-1
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
219
A2.5-7
12
A7.3-1
3
B24a
B24a
B24a
B24a
B24
B24aB24a
B24a
C24a
B24a
B24a
B24a
(E) ELEV.
ACC. RAMP
OPEN TO BELOW
JAN.RM
217
5' - 11 5/8"4' - 4"8' - 3"
217-E
212
212A
G1.2-3 6
STORAGE
200B
101
102
103105
106
107
201
202
203
204205206 207 208
210
104
OFFICE
223
OFFICE
226
MAKER
STORAGE
216
200B DNDNDNUPUP
WATER DAMAGE AT WOOD CORNICE
TO BE REPAIRED IN NORTHWEST CORNER
211A
STAFF
OFFICE
224
YA STUDY
BOOTH
211A
A5.0-2
14
A5.0-2
13
10
A5.0-2
15
A5.0-1
14
A5.0-1 8
A5.0-2
12
A5.0-28
11
6
2
A5.0-13
218i220
i201
i211
A3.1-1
4
A3.1-1
3
A3.1-12
A3.1-1
5
A5.0-3
15
A5.0-3
2
221 B24a
223
A5.0-3
11
OFFICE
225
226225
0806
08060806
0806
0806
7
A5.0-35
A2.5-93
ELEC. RM.
218
2T3
ST-01ST-02
ST-03ST-05
B24a
B24a
B24a
B24a
B24a
B24a
B24a
F14a
F14a
F14aF14a
G26a
B24aG26a
G26a
G26a
G24a
G24a
G24a
B24a
F12
B24a
B24a
F14a
B24a
B24a
211B224
DN
DN
i211A
211C
1
A2.0-13
i202
i221
0806
DN
F14a
A24
A24
A24
10' - 1 1/2"
A5.0-21 5
EXISTING STAIRS,
SEE HISTORIC
BUILDING CODES
PER NOTE ON
A0.4-0
EXISTING STAIRS,
SEE HISTORIC
BUILDING CODES
PER NOTE ON
A0.4-0
C24a
B24a8' - 8 3/4"1' - 2 1/4"17' - 7"10' - 0"4' - 9"B24
0940
0554
1407
2307
ALIGN F.O.F
B26
B26
202 201
220
VIDEO
RECORDING
BOOTH
214
VIDEO
EDITING
BOOTH
213
211
214 213
11
B24a
7
3
A5.0-5 2
MAKER
SPACE
212
9
4
222
15
G1.2-37
G1.2-38G1.2-4
7
G1.2-3 9
G1.2-4
8
1017
F12
G1.2-8
3
4
G1.2-8
A8.8-210
1
A5.0-6
5
A5.0-6
2T22T1B24a
F14a
B24a
#37
RFI 1074
G24a
#48
RFI
#52
RFI
#48
RFI
#020
ASI
F14
209
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
0560
F12F12
F10
F10
F12
F12
F12
F12
F10
F12
F10
F12
F12
F10F12
F10
F12
F12
F12
F12F12
F12
F12
F12
F10
F12
F12F12
F12
F10
F12
F12
F12
F12F12F12
F10
F10
F10
F12
F12
B24a16
F12
D038
D038
D038
#75
RFI
B24a
#64
RFI
#64
RFI
#49.1
RFI
#49.1
RFI
#236
RFI
17' - 5"18' - 0 3/4"18' - 4 1/2"18' - 0 3/4"17' - 5"
3' - 11 3/4"7' - 2"211
A5.0-34i
225-E
#282
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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
ARC
DAVID SCHNEE
I
U
E
I
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9
AS.O
A
F R A N CN
4 0 8 0
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L11
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N D E N VA
,N I N G
CRAE
TCEIT
S C
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N
G R O U P
7
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5 06
C
0718
2
P
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A
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90
A
EU
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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
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:
A2.4-3
FLOOR PLAN
-SECOND FLOOR
1/8" = 1'-0"1FP02 - SECOND FLOOR PLAN
523 W 6 th Street,
Suite 1013,
Los Angeles, CA 90014
KEYNOTE
NO.KEYNOTE TEXT
0554 METAL RAILING WITH STAINED WOOD CAP TO
REMAIN DAMAGE AT WOOD CAP TO REPAIRED AS
NEEDED
0560 7" ALUMINUM PANEL, COLOR TO MATCH MULLION
0806 INTERIOR STOREFRONT SYSTEM
0940 STAINED WOOD PANELING AT MEZZANINE EDGE
TO REMAIN. STAINING AND VANDALISM TO BE
CAREFULLY REMOVED
1017 CORNER GUARD
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
1407 PASSENGER ELEVATOR
2307 EXHAUST DUCT TO ROOF (E)
D038 (E) INSERT METAL CORNERS AT CORNERS,
APPLY PILASTER WITH METAL LATH TO SMOOTH
SURFACE
#52
RFI
#020
ASI
#020
ASI
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
JANITOR.
023
ALL GENDER
RESTROOM
0115' - 9 1/4"7' - 5 1/4"2' - 5"6' - 5 3/4"
4' - 8 1/2"10' - 7 1/2"6' - 8 1/4"ALIGNALIGNALIGNALIGN ALIGN
5' - 3"7' - 2 1/4"5' - 5 1/4"17' - 8 1/2"5' - 2"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.11' - 0 1/2"ALIGN F.O.F.
6' - 5"2' - 0"17' - 11 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
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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"1FP00 - BASEMENT FLOOR DIM CONTROL PLAN
#64
RFI
BUILDING DOOR TYPES
TYPE ATYPE AA
TYPE CTYPE CC
SIDELITE AS
SCHEDULED.
SIDELITE AS
SCHEDULED.
TYPE F
TYPE G2ALL TYPE
CENTER HEIGHT OF HAND-
ACTIVATED DOOR OPENING
HARDWARE BETWEEN 34"-44" AFF.2' - 10"3' - 4"TYPE G1TYPE XA.F.F.4' - 1"ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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 NUMBERDOOR TYPE
DOOR GLAZING
TYPE
FRAME DETAILS
REMARKSWIDTHHEIGHTMATERIALFINISHMATERIALFINISHHEADJAMBSILLHARDWARE
G1G2 8' - 1"8' - 0"STL PTD -STL PTD 30 TRASH ENCLOSURE GATE, DROP CANE BOLT,
PAD LOCKS
G2G2 8' - 1"8' - 0"STL PTD -STL PTD 30 TRASH ENCLOSURE GATE, DROP CANE BOLT,
PAD LOCKS
G3B 3' - 0"7' - 6"STL PTD -STL PTD 11/A1.2-1 15/A1.2-1 9/A1.2-1 31
001A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 13
002A 3' - 0"6' - 8"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 19 GASKETING
002AA 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 02
003AA 6' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 37
003AA 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 39
03STA 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16
03ST-EA 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
004C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
005AA 6' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 26
005A-EA 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
006-EA 3' - 6"7' - 0"(E)(E)-(E)(E)---(E)
007-EA 3' - 9"7' - 0"(E)(E)-(E)(E)---(E)
008-EA 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
010A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 09 UNDER-CUT
011A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 09 UNDER-CUT
012C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
013C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
014C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
015C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
016C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
017C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 05
018A 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 04 1HR FIRE RATING
019A 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 18 1HR FIRE RATING
019AA 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 18 1HR FIRE RATING
021A 2' - 6"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 01
022A 2' - 6"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 01
023A 2' - 6"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 03 UNDER-CUT
165X 3' - 3"3' - 0"HM PTD -HM PTD ---(E)DUMBWAITER DOOR; NON FUNCTIONAL AND
LOCKED
ST1A 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
ST2A 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 NUMBERDOOR TYPE
DOOR GLAZING
TYPE
FRAME DETAILS
REMARKSWIDTHHEIGHTMATERIALFINISHMATERIALFINISHHEADJAMBSILLHARDWARE
1STG1-EG1 3' - 9"3' - 4"(E)(E)(E)(E)(E)---34 GATE; PHW
1STG2-EG1 3' - 9"3' - 4"(E)(E)(E)(E)(E)---34 GATE; PHW
102CC 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
102AA 3' - 6"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 25
102BA 2' - 6"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 02
102CCC 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
102DCC 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
103AC 3' - 0"7' - 0"AL CLEAR ANO DL AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 06
104A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16 UNDER-CUT
105A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16 UNDER-CUT
106A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 15 GASKETING; CR
108A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 35 CR
110A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16 UNDER-CUT
111A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 16 UNDER-CUT
112A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 04
113AA 5' - 0"6' - 8"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 32
114A 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
115A 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
123A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 11 CR
123CA 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
124F 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 NUMBERDOOR TYPE
DOOR GLAZING
TYPE
FRAME DETAILS
REMARKSWIDTHHEIGHTMATERIALFINISHMATERIALFINISHHEADJAMBSILLHARDWARE
2T1A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 09 UNDER-CUT
2T2A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 09 UNDER-CUT
2T3A 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
200BA 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 11 CR
201C 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
202C 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
211C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 07
211AC 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
211BA 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 08
211CA 2' - 6"6' - 8"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 01
212CC 6' - 0"7' - 0"AL CLEAR ANO DT AL ANO 06/A9.1-1 08/A9.1-1 05/A9.1-1 24 CR
212AC 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
213C 3' - 0"7' - 0"AL CLEAR ANO DT AL ANO 10/A9.1-1 12&16/A9.1-1 05/A9.1-1 07
214C 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-EA 3' - 0"7' - 0"(E)(E)-(E)(E)---(E)
218A 3' - 0"7' - 0"HM PTD -HM PTD 02/A9.1-1 04/A9.1-1 01/A9.1-1 03
219A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 14 CR
220C 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
221C 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
222A 3' - 0"7' - 0"SC PTD -AL ANO 10/A9.1-1 12&16/A9.1-1 09/A9.1-1 12 CR; PEEP HOLE
223C 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
224C 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
225C 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
226C 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
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' - 11"5' - 2"1' - 11"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' - 10"15' - 11 1/4"
5' - 3 3/4"5' - 3 3/4"5' - 3 3/4"
PER SCHEDULE
PER SCHEDULETYPE J 1' - 11"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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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)
211EEAST6' - 10" x 5'-8"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
210EEAST6' - 10" x 5'-8"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
209EEAST6' - 10" x 5'-8"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
208DSOUTH6' - 9" x 5'-8"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
207ASOUTH3' - 6" x 4'-4"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
206CSOUTH6' - 10" x 4'-4"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
205ASOUTH3' - 6" x 4'-4"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
204ESOUTH6' - 10" x 5'-8"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
203EWEST6' - 10" x 5'-8"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
202EWEST6' - 10" x 5'-8"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
201EWEST6' - 10" x 5'-8"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
SECOND FLOOR WINDOW SCHEDULE
118KEAST7'-0"X9'-0"FIXEDALUMINUMANODIZEDNO1N/A5/A8.6-14/A8.6-1NEW STOREFRONT SIDELIGHT AND TRANSOM. SEE A3.3-2 FOR DOOR TYPE D
INFORMATION
117JEAST7' - 0" x 2'-0"FIXEDALUMINUMANODIZEDNO1N/A--2/A8.6-13/A8.6-1NEW STOREFRONT TRANSOM. SEE A3.3-2 FOR DOOR TYPE DD INFORMATION
116EEAST6'-10"X5'-8"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
115CSOUTH6' - 10" x 4'-4"FIXEDSTEELPAINTYES2MANUAL5/A8.-7-17/A8.7-17/A8.7-1
114-BJSOUTH6'-2"X1'-7"FIXEDALUMINUMANODIZEDNO1N/A6/A8.6-14/A8.6-1NEW STOREFRONT TRANSOM. SEE A3.3-2 FOR DOOR TYPE DD INFORMATION
114BSOUTH7' - 0" x 4'-2"FIXEDSTEELPAINTNO2MANUAL1/A8.7-22/A8.7-22/A8.7-2NOT USED
113HSOUTH14' -6" x 9'-0"FIXEDALUMINUMANODIZEDYES1MOTORIZED------STOREFRONT. SEE A3.3-2 FOR DOOR TYPE DD INFORMATION. CLEAN W/DETERGENT
112FWEST10'-8" X 2'-8"FIXEDHOLLOW METALPAINTYES3MOTORIZED8/A8.7-19/A8.7-110/A8.7-1CLERESTORY
111FWEST10'-8" X 2'-8"FIXEDHOLLOW METALPAINTYES3MOTORIZED8/A8.7-19/A8.7-110/A8.7-1CLERESTORY
110FWEST10'-8" X 2'-8"FIXEDHOLLOW METALPAINTYES3MOTORIZED8/A8.7-19/A8.7-110/A8.7-1CLERESTORY
109FWEST10'-8" X 2'-8"FIXEDHOLLOW METALPAINTYES3MOTORIZED8/A8.7-19/A8.7-110/A8.7-1CLERESTORY
108GNORTH14' -6" x 9'-0"FIXEDALUMINUMANODIZEDNO1AMOTORIZED1/A8.6-29/A8.6-24/A8.6-2NEW STOREFRONT TO MATCH EXISTING
107 MNORTH15' -11" X 26'-10"FIXEDSTEELPAINTYES1AN/A1/A8.7-12/A8.7-13/A8.7.1
106 MNORTH15' -11" X 26'-10"FIXEDSTEELPAINTYES1AN/A1/A8.7-12/A8.7-13/A8.7.1
105 MNORTH15' -11" X 26'-10"FIXEDSTEELPAINTYES1AN/A1/A8.7-12/A8.7-13/A8.7.1
104-BJNORTH7'-0"X4'-0"FIXEDALUMINUMANODIZEDNO1AN/A--2/A8.6-13/A8.6-1NEW STOREFRON TRANSOM. SEE A3.3-2 FOR DOOR TYPE DD INFORMATION.
VERIFY DIMENSIONS IN FIELD.
104LNORTH15' -11" X 26'-10"FIXEDSTEELPAINTYES1AN/A1/A8.7-12/A8.7-13/A8.7.1MAIN ENTRANCE WINDOW
103 MNORTH15' -11" X 26'-10"FIXEDSTEELPAINTYES1AN/A1/A8.7-12/A8.7-13/A8.7.1
102 MNORTH15' -11" X 26'-10"FIXEDSTEELPAINTYES1AN/A1/A8.7-12/A8.7-13/A8.7.1
101 MNORTH15' -11" X 26'-10"FIXEDSTEELPAINTYES1AN/A1/A8.7-12/A8.7-13/A8.7.1
SILLJAMBHEADNUMBERTYPELOCATIONDIMENSIONS
(W X H)OPERATIONMATERIALFINISHEXISTIN
G
GLASS
TYPESHADE
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
INTERIOR WALL FINISH LEGENDMBMARKERBOARDAWP-1TACKABLE ACOUSTIC WALL PANELPT-2PORCELAIN TILE 4' HEIGHT TYP.FRPFIBER REINFORCED PLASTIC PANELWPWOOD VENEER PANELP-1 PAINTP-5 PAINTP-2 PAINTP-6 PAINTP-3 PAINTP-4 PAINT#97RFI2' - 8"5' - 0"5' - 5"2' - 4"091127088"4' - 0"8"10' - 1"2' - 8"SANTA ANA CITY'S SEAL. SEE G SERIES FOR DETAIL TV15A9.5-2102D102C09119' - 0"EQEQEQ2' - 10"9A9.6-22A9.6-110702A9.6-110A9.6-21202107112021' - 10"309111' - 10"EQEQ48" MAX.15" MIN.ADA 2' - 10"1A9.6-1107210A9.6-212021006211111035C211A1011DE27030806DTi2112113' - 5 1/2"7' - 1 1/2"211B02A9.3-101A9.3-111A9.3-110016108107SIGNAGE SEE G SERIES 06092' - 10 1/2"2A9.6-19A9.6-210A9.6-21202DTDT0806i211A02A9.3-101A9.3-13' - 3 7/8"3' - 3 7/8"07A9.3-13OPEN TO SPACE BEYOND00512020911INTERIOR BASE FINISH LEGENDR-1: RUBBER BASET-1: PORCELAIN TILE BASE1. CITY'S SEAL REFER TO SIGGNAGE DRAWING (G. SERIES) FOR GRAPHIC AND DETAILSGH1111101110351011091112212211C1111F101109117' - 0"DTi210ST09-30-2025OARCHITECTFOFCALEREN.ATARNNO.SELICNEC-27893DTECHITARCDAVID SCHNEEIUEIHU9AS.OAFRANCN4 0 8 0HINSL11ALECRNDEN VA,N I N GCRAETCEI TSCSNNG R O U P7S506C07 182PRAO90AEUC+ER4SHEET TITLE AND NO.SHEET NOTESISSUEDATE PROJECT:CA REG.Project Arch.--------BID SETFINAL PERMIT/CONFORM SET 04/30/202408/02/202422575-0126 CIVIC CENTER PLAZASANTA ANACA 92701SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701A5.0-1INTERIORELEVATIONSKEYNOTENO. KEYNOTE TEXT0609 SOLID SURFACE COUNTER WITH BASE ANDUPPER CABINETS, SEE CASEWORK DETAILS A9.50806 INTERIOR STOREFRONT SYSTEM0911 4"H WALL BASE, SEE FINISH SCHEDULE1001 SIGNAGE, SEE G-SERIES DRAWINGS1006 METAL LOCKERS ADA-COMPLIANT1011 MARKER BOARD1035 TACK BOARD1070 DISHWASHER OFOI1071 REFRIGERATOR OFOI1072 VENDING MACHINE OFOI1111 TV SCREEN, SEE TELECOM DWGS1202 QUARTZ COUNTERTOP2703 PROJECTOR SCREEN, SEE A/V DRAWINGS2708 LCD MONITOR. SEE INT ELEVATIONS AND A/VDRAWINGS1/4" = 1'-0"6IE - 102 MEETING/COOMUNITY ROOM - SOUTH1/4" = 1'-0"10IE - 102 MEETING COMMUNITY ROOM - NORTH1/4" = 1'-0"1IE - 004 STAFF BREAKROOM - EAST1/4" = 1'-0"5IE - 004 STAFF BREAKROOM - NORTH1/4" = 1'-0"14 IE - 211A YA STUDY BOOTH - NORTH1/4" = 1'-0"11 IE - 211A YA STUDY BOOTH - EAST1/4" = 1'-0"3IE - 211 YOUTH ADULT - WEST1/4" = 1'-0"13IE - 107 VESTIBULE - SOUTH1/4" = 1'-0"2IE - 102 MEETING/ COMMUNITY ROOM - PANTRY1/4" = 1'-0"7IE -211A YA STUDY BOOTH - SOUTHWINDOW SCHEDULE - INTERIOR A5.0-1WIN #LENGTH HEIGHTGLAZINGTYPEFRAMEMATERIALFRAMEFINISH SHADE TYPEi2104' - 0 1/2" 7' - 0"DT AL PT N/Ai2116' - 10" 7' - 1 1/2"DT AL PT N/Ai211A7' - 5" 7' - 1 1/2"DT AL PT N/Ai212A6' - 2" 7' - 1 1/2"DT AL PT N/Ai2138' - 1 1/2" 10' - 0"DT AL PT N/Ai2148' - 1 1/2" 7' - 1 1/2"DT AL PT N/A1/4" = 1'-0"9IE -004 STAFF BREAKROOM - SOUTH1/4" = 1'-0"8IE- 201 STUDY ROOM - EAST1/4" = 1'-0"15IE - 211 YOUTH ADULT SOUTH1/4" = 1'-0"4IE-014 STAFF MEETING ROOM-EASTREV # DESCRIPTION DATE#020 ASI 03.28.2025#262 RFI 08.28.2025#020ASI#020ASI1/4" = 1'-0"12IE-102 MEETING/COMMUNITY ROOM#262RFI#262RFI
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
9
221DTDT
i220 i221
4' - 6"
220
4' - 6"
DT
V.I.F
9' - 10"
V.I.F
7' - 10 3/4"
01
A9.3-1
02
A9.3-1
11
A9.3-1
12
A9.4-2
12
A9.4-2
7' - 1 1/2"4567 8
014 DT
OPEN TO
SPACE
BEYOND
OPEN TO
SPACE
BEYOND
i015i014
DTDTDTDTDTDT017016
4' - 6"4' - 6"4' - 6"
i017i016
DT013 012DT DT DT
4' - 6"4' - 6"
i012
3' - 2 1/4"4' - 6"
015
i0137' - 1 1/2"3' - 9 1/2"3' - 9 1/2"3' - 10"3' - 11 1/2"7' - 1 1/2"V.I.F
36' - 9"7' - 1 1/2"05600560 0560
V.I.F
7' - 10 1/2"
V.I.F
23' - 7 1/2"
01
A9.3-1
01
A9.3-1
01
A9.3-1
02
A9.3-1
03
A9.3-111
A9.3-1
07
A9.3-1
06
A9.3-1
07
A9.3-1
12
A9.4-2
12
A9.4-2
12
A9.4-2
12
A9.4-2
12
A9.4-2
12
A9.4-2
3456 7 8
OPEN TO
SPACE
BEYOND
OPEN TO
SPACE
BEYONDDTDTDT
i202i201
202
4' - 6"
4' - 6"4' - 0 1/4"
201219
7' - 1 1/2"V.I.F
12' - 0 1/4"
V.I.F
7' - 10 1/2"
1001
02
A9.3-1
01
A9.3-1
11
A9.3-1
07
A9.3-1
02
A9.3-1
01
A9.3-1
11
A9.3-1
12
A9.4-2
12
A9.4-2
10
A9.0-4
12
A9.0-4
11
A9.0-4
12
A9.0-4
10
A9.0-4
#74
RFI
#74
RFI#74
RFI
#74
RFI
910
226225DTDT
i226
DTDT
i225
9"9"V.I.F
9' - 4 1/4"
01
A9.3-1
02
A9.3-1
11
A9.3-1
12
A9.4-2
12
A9.4-2
E
223
i223
AT
9"V.I.F
4' - 1 1/2"
11
A9.3-1
02
A9.3-1
01
A9.1-1
12
A9.4-2
INTERIOR BASE FINISH LEGEND
R-1: RUBBER BASE
T-1: PORCELAIN TILE BASE
F G
1001
1119B
Self-check kiosk
O.F.O.I
Labtop kiosk O.F.O.I
1001 1111
5
OPEN TO
BOOKSTORE
BEYOND
1111
i225-E
11
A9.4-21
103A
i103A
DT
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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:
A5.0-3
INTERIOR
ELEVATIONS
KEYNOTE
NO.KEYNOTE TEXT
0560 7" ALUMINUM PANEL, COLOR TO MATCH MULLION
1001 SIGNAGE, SEE G-SERIES DRAWINGS
1111 TV SCREEN, SEE TELECOM DWGS
1119B INTERIOR RFID BOOK RETURN, OFCI
1/4" = 1'-0"2 IE - 220 HISTORY ROOM SOUTH
1/4" = 1'-0"16IE - 001 STAFF OFFICE - SOUTH
1/4" = 1'-0"15IE - 200 ADULT STACKS - SOUTH
1/4" = 1'-0"11IE -221 STAFF OFFICE NORTH
1/4" = 1'-0"5IE - 223 STAFF OFFICE WEST
WINDOW SCHEDULE - INTERIOR A5.0-3
WIN #LENGTH HEIGHT
GLAZING
TYPE
FRAME
MATERIAL
FRAME
FINISH SHADE TYPE
SHADE
DETAIL
i012 0' - 2 1/2"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i013 12' - 2 1/2"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i014 7' - 10 1/2"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i015 12' - 4 1/2"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i016 12' - 5"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i017 11' - 11 1/2"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i103A 4' - 4 1/2"7' - 2 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i201 12' - 0 1/2"7' - 1 1/2"DT AL PT N/A N/A
i202 8' - 4 1/2"7' - 1 1/2"DT AL PT N/A N/A
i220 10' - 0 1/2"7' - 1 1/2"DT AL PT N/A N/A
i221 17' - 8 1/2"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i223 4' - 4 1/2"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i225 4' - 1 1/2"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
i225-E 6' - 8"3' - 0"---Mecho - Shadow Grey 3%,
Manual Operated
SEE
11/A9.4-2
i226 4' - 1 1/2"7' - 1 1/2"DT AL PT Mecho - Shadow Grey 3%,
Manual Operated
SEE
12/A9.4-2
1/4" = 1'-0"1 IE - 107 VESTIBULE EAST
#020
ASI
1/4" = 1'-0"3IE - 101 READING ROOM SOUTH
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#020
ASI#020
ASI
#020
ASI
#020
ASI #020
ASI
#020
ASI
1/4" = 1'-0"4IE - 225 OFFICE
#282
RFI
1/4" = 1'-0"6IE - 103A OFFICE
#282
RFI
#282
RFI
#282
RFI
FECFECFECFECFEC12345678910
C
D
E
F
G
H
STAFF
OFFICE
001
MECH
003
ALL GENDER
RESTROOM
010
STAFF
MEETING
ROOM
014
OFFICE
013
OFFICE
012
ARCHIVES
002
ELEV.
CONTROL
018
FIRE AL.RM
006
ELEVATOR-ABAN.
007
MECH-ABAN.
008
OPEN TO
STRUCTURE
OPEN TO STRUCTURE
OPEN TO STRUCTURE
OPEN TO STRUCTURE
+7'-10"
+7'-10"
(E) ELEV.
CONTROL
RM.
005A
STAFF
BREAK
ROOM
004
+7'-10"
OPEN TO
STRUCTURE
+9'-8 1/4"
+9'-8 1/4"
+9'-8 1/4"
+9'-8 1/4"
+9'-8 1/4"
OFFICE
015
OFFICE
016
OFFICE
017
STORAGE
005
SMOKE CONTAINMENT SYSTEM
+7'-8"
+8'-0"
#002
ASI
#002
ASI
#002
ASI
#002
ASI
+8'-0"
+8'-0"
+7'-10"+7'-10"
+7'-10"
+6'-2"+6'-2"+6'-2"+6'-2"+6'-2"+6'-2"
#020
ASI
#020
ASI
#020
ASI
#020
ASI
#002
ASI
#020
ASI
#020
ASI
#019
ASI
#019
ASI
#020
ASI
ALL GENDER
RESTROOM
011
4
A1.2-38
A1.2-39"2' - 0"+7'-6"
7' - 5"
7' - 3"9' - 0"EXISTING CABLE TRAY
SEE TN.6.1-0 EXISTING CABLE TRAY
SEE TN.6.1-0
9
A9.4-1
9
A9.4-1
0' - 2"0' - 2"
0' - 2"0' - 2"
6
A9.4-1
6
A9.4-1
#159.1
RFI
+7'-10"+7'-10"+7'-10"+7'-10"
#024
ASI
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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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"1RCP00-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
115JAN. RM
112
+8'-0"
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
+9'-0"
#020
ASI
14
A9.4-17
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
RFIV.I.F.15' - 2"A1.0-2
3
7
A9.5-2
8
A9.5-2
ALIGN F.O.
BULKHEAD
#270#024
ASI
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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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"1RCP01-REFLECTED CEILING PLAN- FIRST FLOOR
#231
RFI
FECFECFEC
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
222ADULT
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"
+7'-8"
ELEC. RM.
218
VIDEO
RECORDING
BOOTH
214
VIDEO
EDITING
BOOTH
213
+9'-6"
+9'-6"+9'-6"
CEILING
ABOVE F/F
LEVEL OF
HISTORY AND
OFFICE
+7'-8"
EXISTING SOFFIT HEIGHT ELEVATION,
TO CONFIRM IN FIELD
NEW SOFFIT TO MATCH AND ALIGN WITH
EXISTING SOFFIT HEIGHT ELEVATION, TO
CONFIRM IN FIELD
#30
RFI
1
A5.0-65
A5.0-6
+9'-6"
+7'-10"+7'-10"
#020
ASI
#020
ASI
#160
RFI5' - 5 3/4"+7'-10"
#204
RFI
+7'-8"
#204
RFI
#204
RFI#204
RFI
#204
RFI
#028
ASI
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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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"1RCP02- 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
TYP.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.
A243 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" TYP1' - 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" MIN.1 1/2" MIN.CLEAR WIDTH4' - 9"7"ALIGN FACE
OF FINISH1 1/2" MIN.F.O.F.
2' - 5"
PONY WALL WITH
HARDWOOD TRIM CAP
PONY WALL WITH
HARDWOOD TRIM CAP
CLEAR WIDTH7' - 0 1/2"CLEAR WIDTH6' - 10"2' - 1 1/2"
ALIGN FACE
OF FINISH
G1.2-38
2' - 4 1/4"
#028
ASI
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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"2SECOND FLOOR RAMP
1/2" = 1'-0"3SECOND 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, TYP27" MAX27" MAX1' - 0"
+ 12" MIN
TREAD DEPTH38" MAX34" MIN11" MIN*4" MIN*7" MAX*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.MIN1 1/2"FACE OF NOSING
(TOP RISER)CONT. WHERE TURNED
AROUND WALL
FACE OF
WALL
OF STAIR NOSING34" - 38" TO TOPHANDRAIL 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"
SECOND FLOOR-107' - 10 1/2"
(E) CONCRETE SLAB
CONCRETE RAMP
6" A.F.F. METAL RAMP BASE WALL
BARRIER ON BOTH SIDES OF
RAMP, MATTE BLACK, POWDER
COAT PTD.
SEE FIN. SCHED. FOR FLOOR FINISH
5/8" GYP BOARD, PTD.
3/4" FINISH GRADE ALUM.
TRIM, PTD.
BEVEL EDGES AND CORNERS
1 1/2" STEEL HANDRAIL
POST, MATTE BLACK,
POWDER COAT PTD.
SEE FIN. SCHED. FOR BASE
SEE FIN. SCHED.
FOR FLOOR FINISH
A24 PONY WALL WITH
PARTIAL WALL FRAMING
SYSTEM TO CONNECT TO
FLOOR 6"A7.0-2
5
#29
RFI 2' - 8"2' - 0"1 1/2"MIN.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 CLADDING1"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 S4.0-4 FOR
STRUCTURAL
CONNECTION DETAILS
SECOND FLOOR-107' - 10 1/2"
2' - 5 1/4"
PONY WALL WITH HARDWOOD TRIM
CAP, ON BOTH SIDES OF WALL
CONCRETE STEPS, DOWEL INTO
EXISTING SLAB. SEE STRUCTURAL
6"6"6"SEE FIN. SCHED. FOR FLOOR FINISH
11"11"
STEEL ROUND MOUNTING
FLANGE, PTD.
THRU BOLT ATTACHEMENT,
S.S.D. 17/S5.0-4
STEEL ROUND CANOPY, PTD.
1 1/2" STEEL HANDRAIL POST, PTD.
SEE FIN. SCHED. FOR FLOOR
FINISH
(E) CONCRETE SLAB
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
09-30-2025
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
A7.0-2
VERTICAL
CIRCULATION -
STAIR AND RAMP
DETAILS
1/4" = 1'-0"9TYPICAL 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"2STAIR DETAIL
6" = 1'-0"4 POST FLOOR CONNECTION
6" = 1'-0"3 PLAN DETAIL AT BOTTOM OF HSS POST
#028
ASI
REV #DESCRIPTION Revision Date
#29 RFI 12.17.2024
#028 ASI 10.09.2025
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)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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
F R A N CN
4 0 8 0
H
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S
L11
AL
E
CR
N D E N VA
,N I N G
CRAE
TCEIT
S C
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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
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"4NEW ENTRANCE PORTAL TRANSOM HEAD
#014
ASI
6" = 1'-0"5EAST ENTRANCE PORTAL JAMB
6" = 1'-0"6SOUTH ENTRANCE PORTAL JAMB
JAMB SELF-ADHERED WEATHER
BARRIER, LAPS OVER SILL FLASHING
END DAM AND SILL SELF ADHERED
WEATHER BARRIER
METAL SILL FLASHING WITH BACK AND
END DAMS
1/2"
1/4" FOR EVERY FOOT SLOPE4"4" TALL END DAM
SOLDIERED CORNER
STOREFRONT MULLION, PER
SCHEDULE
INTERIOR
EXTERIOR
STOREFRONT MULLION, PER
SCHEDULE
INTERIOREXTERIOR
STOREFRONT MULLION, PER
SCHEDULE
SHIM
SEALANT AND BACKER ROD,
INTERIOR AND EXTERIOR
INTERIOREXTERIOR
PRESSURE FIT METAL FLASHING,
MATCH STOREFRONT FINISH
SHELF ADHERED WEATHER BARRIER
3/16"X4" BLUE TAPCOON
SCREW @ 12"OC.
STAGGER AS PRE-
MANUFACTURED HOLES
IN FRAME ALLOW
PRE-DRILL HOLES
THROUGH MARBLE
FOR ANCHORS. SEAL
(E) WALL
(E) SOFFIT
CEILING TILE
ROLLER SHADE , SEE WINDOW SCHEDULE
CLOSURE MOUNT & CLOSURE
A9.4-2
12
INTERIOREXTERIOR
STOREFRONT SILL, PER
SCHEDULE
SHIM
SEALANT AND BACKER ROD,
INTERIOR AND EXTERIOR
METAL SILL FLASHING WITH BACK AND
END DAMNS, MATCH STOREFRONT FINISH
SHELF ADHERED WEATHER BARRIER
FINISH FLOOR AS SCHEDULED
(E) CONCRETE SLABV.I.F.0' - 0 1/2"HEIGHT DIFFERENCE BEWTEEN INTERIOR T.O.SLAB
AND EXTERIOR GRADING
1/4" FOR EVERY FOOT SLOPE
FEATHER CONCRETE INFILL
STOREFRONT MULLION, PER
SCHEDULE
(E) WALL
SHIM
SEALANT AND BACKER ROD,
INTERIOR AND EXTERIOR
INTERIOR
EXTERIOR
SHELF ADHERED WEATHER BARRIER
(E) MARBLE CLADDING
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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:
A8.6-2
EXTERIOR
STOREFRONT
DETAILS
6" = 1'-0"19EGL -STOREFRONT -SILL FLAHSING DIAGRAM
6" = 1'-0"17EGL -STOREFRONT -VERTICAL MULLION
6" = 1'-0"3 EGL -STOREFRONT -HORIZONTAL MULLION
6" = 1'-0"4 EGL -STOREFRONT -HEAD
6" = 1'-0"1 EGL -STOREFRONT -SILL
6" = 1'-0"9EGL -STOREFRONT -JAMB
#014
ASI
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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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"1Enlarged Elevation @ Louver Box Connecting to Bldg
#10.2
ASI
SEE PLAN FOR DIMENSION,
UNLESS
OTHERWISE NOTED.
1.
2.
PARTITION AS SCHEDULED, SEE
PLAN FOR TYPE.
FOR TYPICAL NOTES, SEE
SEE FIN. SCHED. FOR BASE
CONTINUOUS ACOUST. SEALANT AT
SOUND WALL
SEE FIN. SCHED. FOR FLOOR FINISH
ACOUSTICAL INSULATION AS SCHEDULED
ANCHOR, S.S.D. 5/S6.0-1
GYP. BD., PTD.
SEE PLAN FOR DIMENSION
1.
2.
PARTITION AS SCHEDULED, SEE
PLAN FOR TYPE.
FOR TYPICAL NOTES, SEE
BELOW TOP TRACK, FASTEN GYP BD
TO 2"x16 GA FLAT STOCK SCREWS AT
8" O.C. TYP.
CONTINUOUS ACOUST. SEALANT AT
SOUND WALL
1" DEFLECTION SPACE
ACOUSTICAL INSULATION AS SCHEDULED
SLOTTED TRACK W/ 1-1/2" LEGS
CONCRETE SLAB
SEE FIN. SCHED. FOR FLOOR FINISH
SECURE TOP TRACK TO VALLEY
FLOOR UNITS, S.S.D. 3/S6.0-1
DECK W/ MINERAL WOOL
GYP. BD., PTD.
S.S.D. 8/S6.0-4 FOR BRIDGING AND SPACING
S.S.D. 2/S7.1 FOR METAL PLATE,
GAUGE, SPACING AND FASTENERS
SEE PLAN FOR DIMENSION
1.
2.
PARTITION AS SCHEDULED, SEE
PLAN FOR TYPE.
FOR TYPICAL NOTES, SEE
BELOW TOP TRACK, FASTEN GYP BD
TO 2"x16 GA FLAT STOCK SCREWS AT
8" O.C., TYP.
CONTINUOUS ACOUST. SEALANT AT
SOUND WALL
S.S.D. 8/S6.0-4 FOR BRIDGING AND SPACING
1" DEFLECTION SPACE
ACOUSTICAL INSULATION AS SCHEDULED
SLOTTED TRACK W/ 1-1/2" LEGS
S.S.D. 3/S6.0-1 FOR METAL PLATE,
GAUGE, SPACING AND FASTENERS
CONCRETE SLAB
SECURE TOP TRACK TO VALLEY
FLOOR UNITS, S.S.D. 3/S6.0-1
SEE FIN. SCHED. FOR FLOOR FINISH
MTL DECK W/ MINERAL WOOL
GYP. BD., PTD.
SEE PLAN FOR DIMENSION
1.
2.
PARTITION AS SCHEDULED, SEE
PLAN FOR TYPE.
FOR TYPICAL NOTES, SEE
BELOW TOP TRACK, FASTEN GYP BD
TO 2"x16 GA FLAT STOCK SCREWS AT
8" O.C., TYP.
CONTINUOUS ACOUST. SEALANT AT
SOUND WALL
1" DEFLECTION SPACE
ACOUSTICAL INSULATION AS SCHEDULED
SLOTTED TRACK
SECURE TOP TRACK TO VALLEY
FLOOR UNITS, S.S.D. 3/S6.0-1
RIGID INSULATION
ROOF MEMBRANE
PROTECTION BOARD
GYP. BD., PTD.
DECK W/ MINERAL WOOL
S.S.D. 7/S7.3 FOR BRIDGING AND SPACING
S.S.D. 3/S6.0-1 FOR METAL PLATE,
GAUGE, SPACING AND FASTENERS
SEE PLAN FOR DIMENSION
1.
2.
PARTITION AS SCHEDULED, SEE
PLAN FOR TYPE.
FOR TYPICAL NOTES, SEE
BELOW TOP TRACK, FASTEN GYP BD
TO 2"x16 GA FLAT STOCK SCREWS AT
8" O.C., TYP.
CONTINUOUS ACOUST. SEALANT AT
SOUND WALL
1" DEFLECTION SPACE
ACOUSTICAL INSULATION AS SCHEDULED
SLOTTED TRACK W/ 1-1/2" LEGS
RIGID INSULATION
PROTECTION BOARD
ROOF MEMBRANE
MTL DECK W/ MINERAL WOOL
SECURE TOP TRACK TO VALLEY
FLOOR UNITS, S.S.D. 3/S6.0-1
GYP. BD., PTD.
S.S.D. 8/S6.0-4 FOR BRIDGING AND SPACING
S.S.D. 3/S6.0-1 FOR METAL PLATE,
GAUGE, SPACING AND FASTENERS
PATCH AND SAND
SMOOTH AT FACE OF
EXISTING FRAME
4" METAL STUD TO
MATCH WITH F14 WALL
TYPE
1 LAYER OF GYPSUM
BOARD COVERING WITH
LEVEL 4 FINISH, PAINT
TO MATCH WALL FINISH
SCHEDULE
OPENING WIDTH V.I.F.OPENING HEIGHT V.I.F.EXISTING FRAME
AROUND DUCT OPENING
13
A9.0-7
DUCT OPENING
ANCHOR, S.S.D. 5/S6.0-1
F14
#10 SMS ATTACH
WEB OF STUD
THROUGH SIDE
OF EXISTING
FRAME AND
WALL BEHIND
FACE ALIGN
EXISTING WALL
EXISTING FRAME
AROUND DUCT OPENING
PATCH AND SAND
SMOOTH
ADJACENT WALL,
IF APPLIED(E) COLUMN
7/8" HAT CHANNEL, 24" O.C. MAX.
CONCRETE NAILS (E.G. HILTI X-U P8 STEEL/CONCRETE NAILS)
ON BOTH UPPER AND BOTTOM FLANGES, 24" O.C. MAX.
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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:
A9.0-7
INTERIOR DETAILS
- METAL STUD
PARTITIONS
3" = 1'-0"1 IWA- TYPE E CHASE - BASE- CONC. SLAB
3" = 1'-0"2 IWA- TYPE E CHASE - HEAD @ COMPOSITE DECK - PARALLEL
3" = 1'-0"3 IWA- TYPE E CHASE - HEAD @ COMPOSITE DECK PERPEND.
3" = 1'-0"4 IWA- TYPE E CHASE - HEAD @ MTL DECK PARALLEL
3" = 1'-0"5 IWA- TYPE E CHASE - HEAD @ MTL DECK PERPEND.
3" = 1'-0"9IWA- PATCH AT EXISTING WALL OPENING FRONT ELEVATION
3" = 1'-0"13IWA- PATCH AT EXISTING WALL OPENING SECTION
#93
RFI
3" = 1'-0"12IWA - HAT CHANNEL TO CONCRETE COL SECTION/ ELEVATION
#234
RFI
GLAZING, SEE WIN.
SCHEDULE
DOOR & HARDWARE,
SEE DOOR
SCHEDULE
DOOR JAMB½” SELF TAPPING PANHEAD
SCREWS TO ATTACH THE CLIPS
1 1/2"5"5/8" GYPSUM BD, PTD.
MTL. STUDS
GLAZING, SEE WIN.
SCHEDULE
PARTITION AS SCHEDULED,
SEE PLANS FOR WALL TYPE
INT. STOREFRONT HEAD
MULLION
INSULATION, WHERE
OCCURS, SEE WALL
TYPE
ALUM. L TRIM MOLDING,
PTD., TYP.
1-5/8” SELF TAPPING DRYWALL
SCREWS EVERY 12 ” ON CENTER AND
ABOVE AND BELOW THE HINGE
CUTOUT.1 1/2"5"
5/8" GYPSUM BD, PTD.
GLAZING, SEE WIN.
SCHEDULE
PARTITION AS SCHEDULED,
SEE PLANS FOR WALL TYPE
INT. STOREFRONT HEAD
MULLION
INSULATION, WHERE
OCCURS, SEE WALL
TYPE
ALUM. L TRIM MOLDING,
PTD., TYP.
1-5/8” SELF TAPPING DRYWALL
SCREWS EVERY 12 ” ON CENTER AND
ABOVE AND BELOW THE HINGE
CUTOUT
1 1/2"5"INT. STOREFRONT SILL @ FLOOR
GLAZING, SEE WIN. SCHEDULE
FLOORING, SEE FINISH
PLAN & SCHEDULE
½” SELF TAPPING PANHEAD
SCREWS TO ATTACH THE CLIPS
5"1 1/2"1/16" MIN.GLAZING, SEE WIN.
SCHEDULE
INT. STOREFRONT VERTICAL
MULLION
ALUM. L TRIM MOLDING,
PTD., TYP.5"1 1/2"1/16" MIN.1 1/2"5"GLAZING, SEE WIN.
SCHEDULE
INT. STOREFRONT HEAD
MULLION
ALUM. L TRIM MOLDING,
PTD., TYP.
1-5/8” SELF TAPPING DRYWALL
SCREWS EVERY 12” ON CENTER AND
ABOVE AND BELOW THE HINGE
CUTOUT
PARTITION AS SCHEDULED,
SEE PLANS FOR WALL TYPE
1 1/2"5"5"1 1/2"
ANCHOR VIF CONC. OR WOOD
CURTAIN TRACK2 1/2"
OPTION A FOR CONC.:
3/8" X 21/2" WEDGE ANCHOR
W/FLUSH SCREW HEAD @ 18" O.C.
OPTION B FOR WOOD:
#12 X 3" @16" O.C. FLUSH HEAD
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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:
A9.3-1
INTERIOR DETAILS
- WINDOWS
6" = 1'-0"11IDR - AL. DOOR JAMB AT SIDELIGHT
6" = 1'-0"02 IWI - STOREFRONT HEAD
6" = 1'-0"03 IWI - STOREFRONT JAMB
6" = 1'-0"01 IWI - STOREFRONT SILL (FULL HEIGHT)
6" = 1'-0"07IWI - INTERMEDIATE VERTICAL MULLION AT STOREFRONT
6" = 1'-0"15IWI - STOREFRONT JAMB WITH WALL STARTER
6" = 1'-0"06IWI - STROREFRONT INTERSECTION @ PARTITION
6" = 1'-0"16IWI - NORTH WINDOW HEAD WITH CURTAIN RAIL
#030
ASI
∅23_
4"Ma
x
R
U
D
LCLC
LCLC
∅4"Max
R
U
D
ACT PANEL
EXPOSED
TEE GRID SYSTEM
INTERIOR WALL PER PLAN
HUNG ACOUSTIC TILE CEILING
CLOSURE MOUNT
FASCIA
2-7/8" x 2-7/8" x 1/8"TK x 1" METAL WALL
MOUNT ANGLE
37_8"1__16"33_4"19__16"19__16"
∅23_4"
MAX. R.U.D.15_8"113__16"27_8"1_4"25_8"111__16"SHADE OPENING HEIGHT7__16"
STANDARD BRACKET
(DRIVE-END SHOWN)
TUBE AND SHADEBAND ASSEMBLY
(REGULAR ROLL)
SHADECLOTH
CONCEALED 1-1/2" (STANDARD)
ALUMINUM HEMBAR SEALED INSIDE
SHADECLOTH
SHADECLOTH IN THE DOWN POSITION
DRIVE CHAIN
HEMBAR IN THE DOWN POSITION
OUTSIDE MOUNT KIT FOR CHAIN
TENSIONER, MOUNTED TO THE WALL AT
SIDE OF WINDOWS
CHAIN TENSIONER ASSEMBLY
LIGHT
FIXTURE
SUPPLEMENTAL 15/16"
HD T-BAR MAINRUNNER
TYP.
REFER TO FIXTURE
MANUFACTURER
FOR
RECOMMENDED
CUT OUT, IN FIELD
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
15/16" HD T-BAR
MAINRUNNER
HANGER WIRE TYP
LIGHT
FIXTURE
REFER TO FIXTURE
MANUFACTURER
FOR
RECOMMENDED
CUT OUT, IN FIELD
15/16" T-BAR
CROSSTEE
TYP
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
HANGER WIRE TYP
15/16" HD T-BAR
MAINRUNNER
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
HANGER WIRE TYP
15/16" HD T-BAR
MAINRUNNER
15/16" T-BAR CROSSTEE
TYP
HANGER WIRE
TYP 15/16" HD T-BAR
MAINRUNNER
SPRINKLER
HANGER WIRE TYP
15/16" HD T-BAR
MAINRUNNER
TYP
SPRINKLER
15/16" T-BAR CROSSTEE
TYP CROSSPIECE
WOOD GRILLE CEILING
(TYP)
REFER TO FIXTURE
MANUFACTURER
FOR
RECOMMENDED
CUT OUT, IN FIELD
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
REFER TO FIXTURE
MANUFACTURER
FOR
RECOMMENDED
CUT OUT, IN FIELD
WALL ANGLE AND
FASTENER
(BY SUBCONTRACTOR)
PERIMETER
CONDITION
15/16" T-BAR CROSSTEE
TYP
3/4" REVEAL 3/4" REVEAL
15/16" HD T-BAR
MAINRUNNER
HANGER WIRE TYP
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
WALL ANGLE AND
FASTENER
(BY SUBCONTRACTOR)
PERIMETER
CONDITION
15/16" HD T-BAR
MAINRUNNER
HANGER WIRE TYP
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
WALL ANGLE AND
FASTENER
3/4" REVEAL3/4" REVEAL
PERIMETER
CONDITION
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
15/16" T-BAR CROSSTEE
TYP
15/16" HD T-BAR
MAINRUNNER
HANGER WIRE TYP
15/16" HD T-BAR
MAINRUNNER
HANGER WIRE TYP
WALL ANGLE AND
FASTENER
PERIMETER
CONDITION
CROSSPIECE
WOOD GRILLE CEILING
(TYP)
TUBE & SHADEBANDASSEMBLY(REGULAR ROLL)
SHADECLOTH
POCKET BRACKET,
(DRIVE-END SHOWN)
CONCEALED 1-1/2"
(STANDARD) ALUMINUMHEMBAR SEALED INSIDESHADECLOTH
OUTSIDE MOUNT KIT FOR
CHAIN TENSIONER
CHAIN TENSIONERASSEMBLY
DRIVE CHAIN
WINDOW MULLION
(BY OTHERS)
WINDOW MULLION
GLAZING
SHADECLOTH IN THE
DOWN POSITION
HEMBAR IN THE DOWNPOSITION
REMOVABLE CLOSURE &
CLOSURE MOUNT WITH
TILE SUPPORT
CONTINUOUS BLOCKING
MUST BE LEVEL
FINISHED FLOOR
(BY OTHERS)
EXTRUDED ALUMINUM
SIDE CHANNEL
SHADE OPENING HEIGHT∅4"MAX. R.U.D.21_4"21_4"5"MIN. CLEAR HEIGHTOPENING HEIGHT61__16"
11_4"2"213__16"
1_4"
MIN.
5"MIN. CLEAR WIDTH
13__16"
ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
ARC
DAVID SCHNEE
I
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F R A N CN
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TCEIT
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A
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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
REVIEWED FOR CONSTRUCTABILITY:
80470
SEAN THOMAS. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
RECOMMENDED FOR CONSTRUCTION:
62968
JASON GABRIEL. P.E. RCE NO:
PRINCIPAL CIVIL ENGINEER
DATE:
A9.4-2
INTERIOR DETAILS
- CEILINGS
6" = 1'-0"10ICL - ACOUSTIC CEILING
3" = 1'-0"12ICL - SHADE @ ACT CEILING W/ CLOSURE AND MOUNT
#020
ASI
#137
RFI
3" = 1'-0"6ICL- SLAT CLG, TYP. @ CEILING FIXTURE
3" = 1'-0"1 ICL - SLAT CLG TYP
3" = 1'-0"7ICL - SLAT CLG. @ PENETRATION
3" = 1'-0"8ICL - SLAT CLNG @GYP. WALL
3" = 1'-0"5ICL - TYP. SLAT CLG @ GYP. SOFFIT
#231
RFI
3" = 1'-0"11ICL - SHADE @ ACT CEILING W/ CLOSURE AND MOUNT ALT.
#282
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
3 A9.2-8
2' - 1" MAX.4' - 1" MAX.CEILING JOIST PER
400T150-54 EA SIDE
3 A9.2-8
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.
ASECTION 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.
DGYP 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.
BSECTION AT JAMB
CSECTION 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 DEPTHDEFLECTION
L/12016'-10"13'-8"250CT-21
2-1/2" 21 mils (25 GA)
11'-10"8'-6"
5 PSF7.5 PSF10 PSF15 PSF
250CT-33
2-1/2" 33 mils (20 GA)
L/24011'-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'-36'-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
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
ARC
DAVID SCHNEE
I
U
E
I
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U
9
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F R A N CN
4 0 8 0
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0718
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P
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A
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90
A
EU
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SHEET TITLE AND NO.
SHEET NOTES
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
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"09ICL - GYP BD CEILING JOIST - FINISH ONE SIDE ONLY
3" = 1'-0"10ICL - JOISTED GYP BD CEILING CONNECTIONS
#020
ASI
1 1/2" = 1'-0"13ICL - COLUMN @ GYP BD CLG
1 1/2" = 1'-0"15ICL - 1 HOUR FIRE RATED JOIST GYP-BOARD CEILING SECTION
#178.2
RFI
REV #DESCRIPTION Revision Date
#020 ASI 03.28.2025
#178.2 RFI 07.30.2025
1/2" WIDE F-SHAPE
REVEAL, TYP.
PARTITION AS
SCHEDULED
CORNER GUARD
COVER
ALUMINUM
RETAINER
SHIM AS REQ.1/8" MAX, TYP.NOTE: REMOVE GYP BD.
AT EXISTING WALLS AS
REQ. FOR INSTALLATION
#8 SHEET MTL. SCREWS
@12" O.C. MIN. TYP.
1/2" WIDE F-SHAPE
REVEAL, TYP.
PARTITION AS
SCHEDULED
CORNER GUARD
COVER
ALUMINUM
RETAINER
SHIM AS REQ.
COVER PLATE TO MATCH
CORNER COVER
NOTE: REMOVE GYP BD.
AT EXISTING WALLS AS
REQ. FOR INSTALLATION
#8 SHEET MTL SCREWS
@12" O.C. MIN. TYP.
1/4" TEMPERED CLEAR MIRROR
W/ POLISHED EDGE (NO BEVEL)
ATTACHED TO PLYWOOD W/
MIRROR MASTIC
SEE FIN. SCHEDULE FOR
WALL BASE
8' - 0"
T.O. MIRROR
FABRIC WRAPPED
ACOUSTICAL WALL PANEL
1-1/ X 1-1/2" ALUM. ANGLE
1/4"1/4"Z-CLIP
SEE FIN. SCHEDULE FOR
FLOOR FINISH
1' - 10 1/2"2' - 5" MIN. CLR2' - 10" MAX.APRON5"ANGLED STAINLESS STEEL
HOLD OPEN ACCESS PANEL
FINISH FLOOR
PROVIDE BACKING TO
SUPPORT SINK, SEE 6/S6.0-2
FINISHED WALL
9" MIN. CLRTOE CLR
6" MIN.
KNEE CLR
11" MIN.2' - 3" MIN. CLRFAUCET
3/4"1/2"4"CONTINUOUS MILL
FINISH
ALUMINUM
RETAINER
TEXTURED HIGH
IMPACT
PVC-FREE SNAP-
ON COVER
BLOCKING,
TAPBOLT 2 1/2"
w/TOGGLER @ 16"
O.C.
LRB - CUSHION @
16" O.C.
PARTITION AS
SCHEDULED,
SEE
FLOOR PLANS
AS REQUIRED
CORNER GUARD UNIT HEIGHT1/4" TOP AND
BOTTOM CAP, W.O.
WALL BASE,
SEE FINISH
SCHEDULE
CORNER GUARD
BUMPER RAIL
SEE ELEVATIONS FOR MOUNTING HEIGHT2ALIGN
.25" MOUNTING HOLE
CAM LATCH
.625" RECESS
PLASTIC GROMMET
ADHESIVE MASTIC
DRYWALL BEAD
HINGE
PANEL WIDTH AS SPECIFIED2 1/2"0' - 0 1/
8"
CEILING TILE, W.O.
ADHESIVE APLLIED
ONLY
SINGLE FIN ALUM. REVEAL
TRIM (TYP)
WD. VENEER WALL PANEL
SYSTEM WITH INTEGRATED
ALUM. REVEALS
SCREW TO STUD
PANEL RETAINER CLIP
SCHEDULED PARTITION
0' - 1"
3/8"1/2"
SEE FIN. SCHEDULE FOR
WALL BASE
SEE FIN. SCHEDULE FOR FLOOR FINISH
PANELSEE INT. ELEV FOR RETURN DEPTHPANELPANEL
1 1/2" X 1 1/2" X 1/16" ALUM ANGLE
AROUND PERIMETER OF AWP
FIELD. PTD TO MATCH ADJACENT
WALL. ANCHOR TO WALL WITH #8
SMS @ 24" O.C. PROVIDE
BACKING AS REQ
VERTICAL MITER JOINT AT
CORNER. 1/16" EASED EDGE AT
CORNER OF MITER AND RESIN
HARDENED
NOTE: MITER TOP AND BOTTOM
ALUM. ANGLE SURROUND AT
CORNERWHERE OCCURS SEE INT. ELEVGAP ALIGNED WITH WIN. MULLIONB.O. PANEL
SEE INT. ELEV
T.O. PANEL
SEE INT. ELEV
PANELPANELPANELMET. PANEL CLIP BY ACOUSTICAL
PANEL MFR., TYP
RESIN HARD SPOT FOR MECHANICAL
MOUNTING, TYP.
1 1/2" THICK ACOUSTICAL TACKBOARD
FINISH FACE OF GYP. BD
Z BAR BY ACOUSTICAL WALL PANEL
MFR
ALUM PERIMETER ANGLE, TYP.
BACKING FOR ANGLE ATTACHMENT,
TYP.1 1/2"1/4"1/8"
PANELPANELPANEL
WHERE OCCURS LINE OF
ADJACENT WALL OR DOOR TRIM
1 1/2" X 1 1/2" X 1/16" ALUM ANGLE AROUND
PERIMETER OF AWP FIELD. PTD TO MATCH
ADJACENT WALL. ANCHOR TO WALL WITH
#8 SMS @ 24" O.C. PROVIDE BACKING AS
REQ.
FINISH FACE OF GYP. BD
RESIN HARD SPOT FOR MECHANICAL
MOUNTING
VERTICAL BUTT JOINT, SEE INT.
ELEVATIONS FOR LOCATION. RESIN
HARDENED, TYP.
#8 SMS @ EACH STUD FOR LENGTH
OF Z BAR
WALL Z BAR BY ACOUSTICAL PANEL
MFR., TYP
+9'-0"
B.O.CEILING
+9'-2"
B.O.EXT. STUD
(E) WALL SWEEPS
ACT CEILING
EXITING PLASTER
¼” GWB
2X4 FRAMING
16 GA 2” WIDE METAL STRAP FASTENED TO
STUD FRAMING THROUGH NEW DUCT BACK
BOX, 24" O.C.
MECH DUCT BACK BOX
MECH GRILLS, 10”H, LENGTH
VARIES, S.M.D.
REMOVE (E) WOOD STUD
2X4 FRAMING
ACT CEILING, ALIGN WITH F.O.
SOFFIT 10"+9'-0"
B.O.CEILING
+9'-2"
B.O.EXT. STUD
(E) WALL SWEEPS
ACT CEILING
EXITING PLASTER
¼” GWB
(E) WOOD STUD
1X4 FRAMING
ACT CEILING, ALIGN WITH F.O.
SOFFIT
2X4 FRAMINGEXISTING
OPENING
NEW OPENING
1X4 FRAMING
(E) WOOD STUD
16 GA 2” WIDE METAL STRAP
FASTENED TO STUD FRAMING
THROUGH NEW DUCT BACK BOX,
24" O.C.10"ST
09-30-2027
OARCHITECT
FOF CA LE
REN.
AT ARNNO.SELIC NE
C-27893D TECHIT
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
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:
A9.5-2
INTERIOR DETAILS
- WALL MTD.
ACCESSORIES
6" = 1'-0"2 IWA - CORNER GUARD
6" = 1'-0"3 IWA - CORNER GUARD - WALL END
3" = 1'-0"5 IWA - WALL MTD MIRROR
1 1/2" = 1'-0"6 IWA - WALL MTD TROUGH LAVATORY
6" = 1'-0"10IWA - BUMPER RAIL
3" = 1'-0"9IWA - CORNER GUARD, BUMPER RAIL ELEV
3" = 1'-0"1 IWA - ACCESS PANEL IN GYP. BD CEILING
6" = 1'-0"15IWA - WOOD VENNER PANEL
3" = 1'-0"18IWA - ACOUSTIC WALL PANEL - CORNER PLAN
3" = 1'-0"19IWA - ACOUSTICAL WALL PANEL - VERTICAL SECTION
3" = 1'-0"14IWA - ACOUSTIC WALL PANEL - PLAN
3" = 1'-0"7IWA - TERRACE BULKHEAD SECTION AT GRILLS
3" = 1'-0"8IWA - TERRACE BULKHEAD SECTION
3" = 1'-0"20IWA TERRACE BULKHEAD ELEVATION AT GRILLS
#251
RFI
FOUNDATION PLAN NOTES
1. SEE THESE SHEETS FOR THE FOLLOWING INFORMATION:
A. GENERAL NOTES: S0.0-1 THRU S0.0-2.
B. ABBREVIATIONS AND SYMBOLS: S0.0-3.
C. TYPICAL CONCRETE DETAILS: S4.0-1.
D. TYPICAL STEEL DETAILS: S5.0-1.
E. TYPICAL METAL STUD DETAILS: S6.0-1 THRU S6.0-4.
2. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH SURFACES,SLOPE,
DRAINS, DEPRESSIONS, CURBS, ETC, WITH ARCHITECTURAL
DRAWINGS PRIOR TO START OF CONSTRUCTION.
3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING AND
DRAINAGE ITEMS, ALTHOUGH MAY BE INDICATED ON THE
STRUCTURAL DRAWINGS FOR GENERAL INFORMATION PURPOSES
ONLY, ARE THE DESIGN RESPONSIBILITY OF OTHERS.
4. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS.
5. COORDINATE WITH MECHANICAL/ PLUMBING/ ELECTRICAL/
LANDSCAPE DRAWINGS FOR REQUIRED SLAB PENETRATIONS.
6. FOR FINISH FLOOR ELEVATIONS, SEE ARCHITECTURAL DRAWINGS.
7. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY DISCREPANCY
PRIOR TO CONCRETE PLACEMENT AND NOTIFY THE ENGINEER FOR
CORRECTIVE MEASURES.
8. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB ELEVATIONS,
DEPRESSIONS, SLOPES, OPENINGS, CURBS, DRAINS, TRENCHES,
SLAB EDGE LOCATIONS, HOUSEKEEPING PADS, TIPS, SWALES,
EXTERIOR SLAB ETC. AND FOR WALL OVERALL DIMENSIONS,
LOCATION OF OPENINGS ETC. NOT INDICATED ON STRUCTURAL
DRAWINGS.
9. CENTER COLUMNS ON GRID LINES UNLESS NOTED OTHERWISE.
10. SLAB ON GRADE SHALL BE 5" THICK WITH #4 @ 18" OC EACH WAY AT
MID-DEPTH OF SLAB PER DETAIL .
11. ANY DAMAGE TO THE SLAB ON GRADE, THAT IS NOT INTENDED FOR
DEMOLITION, DUE TO VEHICULAR TRAFFIC SHALL BE REPAIRED/
REPLACED AT THE EXPENSE OF THE CONTRACTOR.
12. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING,
SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER
SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
13. FOR TRENCHING ADJACENT TO FOOTINGS SEE .
14. THE LOCATION/EXTENT OF THE (E) FOUNDATIONS FOR THE
ADJACENT BUILDING FOOTING SHOWN ON THIS PLAN ARE ASSUMED
AND MAY OR MAY NOT REFLECT ACTUAL FIELD CONDITIONS. NO AS
BUILT INFORMATION HAS BEEN PROVIDED REGARDING THE
EXISTING FOUNDATION CONDITIONS. CONTRACTOR SHALL
PERFORM EXPLORATORY WORK AS NEEDED TO CONFIRM ALL
EXISTING FOUNDATION CONDITIONS THAT MAY EFFECT THE DESIGN
OF THE NEW UNDERGROUND PIT WALLS PRIOR TO ANY
FABRICATION OR DEVELOPMENT OF SUBMITTALS AND NOTIFY
DESIGN TEAM AND OWNER OF ANY EXISTING CONDITIONS THAT
DIFFER FROM WHAT IS ASSUMED.
6/S4.0-1
14/S4.0-1
C
D
E
F
G
H
2345678
(E) 12" CONC
TILT-UP WALL
(E) CONT FTG
(E) CONC COL
TYP
(E) COL
FTG
TYP
(E) SLAB
OPNG TO
AIR VENT
9
17' - 7"
TOSL: -14'-11 1/2"
5
S4.0-1
6
S4.0-1
TYP
(E) PIT BELOW(E) FLOOR
GRILLE
(E) TOSL: -9'-11 1/2"
MOBILE STORAGE
SHELF ANCHORAGE
PER 2
S7.0-1 13'-3" 17'-2" 17'-2" 16'-1" 16'-2"17' - 5" 18'-1" 18'-4" 18'-1"17' - 5"17' - 7"7' - 4"2' - 0"HSS14x6x5/8
HSS14x6x5/8
HSS14x6x5/8
S4.0-1
15
ELEV
FC
ELEC
FC
B1
FC
B-1
AHU
B2
FC
1-1
CHWP
1-1
HWP
1
HX
B11
FC
B10
FC
B9
FC
B8
FC
B7
FC
B6
FC
B5
FC
B4
FC
B3
FC
1-2
CHWP
1-2
HWP
ASI#019
ASI#019
VERIFY W/ ELEV MFR
5' - 1 1/4"
VERIFY W/ ELEV MFR
1' - 0 1/8"
VERIFY W/ ELEV MFR
3' - 6 3/4"
#249
INDICATES TOP OF SLAB ELEVATION FROM 0'-0"
CORRESPONDING TO FIRST FLOOR
ELEVATION.
INDICATES TOP OF FOOTING ELEVATION
FROM 0'-0" TYP, UNO ON PLAN.
INDICATES AREA OF SLAB ON GRADE DEMO
AS REQUIRED BY PIT WALL SHORING
REQUIREMENTS. SLAB ON GRADE DEMO
EXTENT PER CONTRACTOR.
TOSL:
X'-XX"
TOF:
X'-XX"
FOUNDATION PLAN SYMBOLS
INDICATES STEEL COLUMN. SEE PLAN FOR
SIZES.
INDICATES WALL FOOTING, SIZE AND
REINFORCEMENT PER PLAN.
INDICATES AREA OF SLAB ON GRADE DEMO
AS REQUIRED. EXTENT PER CONTRACTOR.
REPLACE WITH NEW SLAB PER 1/S7.0-1
B-1
AH
UNIT MAX
WEIGHT
ACHORAGE
DETAIL
6,620#3/S7.0-1
ELEV
FC 30#5/S7.0-1
ELEC
FC
60#4/S7.0-1B1
FC
B11
FC
THRU
1
HX
UNIT MAX
WEIGHT
ACHORAGE
DETAIL
175#8/S7.0-1
1-1
CHWP 265#7/S7.0-1
230#
1-2
CHWP
1-1
HWP
1-2
HWP
7/S7.0-1
NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UCT U R ARLR
STER EDPLOFESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.
......................................................EAMI
U
E
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H
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9
AS.O
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FRANCN
4 0 8 0
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L11
AL
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CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
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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
8/21/2025 3:36:18 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS2.4-1
FOUNDATION PLAN
JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S2.4-1; PD: MJS; PM: ES1/8" = 1'-0"1FOUNDATION PLAN
REV #DESCRIPTION DATE
ASI#019 ASI 03.21.2025
#249 RFI Date27
#249
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
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:
C
D
E
F
G
H
2345678
(E) CONT FTG
(E) CONC TILT-UP WALL
(E) CONC COL
BELOW
(E) CONC BEAM(E) SLAB ON GRADE
(E) SLAB ON GRADE
(E) CONT FTG
HSS6x6x1/2
HSS6x6x1/2
(E) CONC SLAB
TYP
(E) CONC
PILASTER
W12x50
W12x30W12x30W12x50
10 1
17' - 5" 18'-1" 18'-4" 18'-1"17' - 5"17' - 7" 27'-6"
(E) CONC COL
TYP
9
17' - 7"27' - 7"
6
S5.0-1 TYP
(E) TOSL: 0'-0"
4
S5.0-1
TYP
2
S5.0-1
8
S5.0-1TYP TYP
3
S5.0-1 TYP
S5.0-2
1
5
S5.0-1
ABV
TYP
S5.0-2
1
HSS6x6x1/2
HSS6x6x1/2
HSS12x6x3/8 (ABOVE)HSS12x6x3/8(ABOVE)S2.5-1
1
S2.5-1
2
AT FDN
AT ROOF
W12x30 W12x30
W12x30
CONC BLEACHER
STEPS PER
FOR ADDL
DIMENSIONS
SEE LANDSCAPE
DWGS
OUTLINE OF TRELLIS
ROOF ABOVE
4'-0"Ø x 8'-0" DEEP
FTG PER
(3) LOCS
4
S4.0-2
W12x30
(E) CONC
WALL BELOW
D2
CONC OVER MTL DECK
PER SCHED ON
TYP
UNO
FTG AT
STEPS
6
S4.0-2
AT STEPS
TYP
HSS6x6x3/8
HSS6x6x3/8
W12x30
CONC
SLAB PER
NOTE #10
ON S2.4-1
3'-0"Ø x 6'-0" DEEP
FTG PER
(6) LOCS
1
S4.0-2
HSS8x8x1/2
(6) LOCS TYP
OUTLINE OF
TRELLIS ROOF
ABOVECONC FTG, TYP2'-0"WIDE x 1'-0"DEEP7
S4.0-2
SIM
TOF: -1'-4"
(2) 400S162-43 +
(2) 350T150-97 BOX BEAM
TYPOPENING IN EXISTING
METAL STUD WALL
PER
AT Wx BM
TO (E) CMU
AUDIOVISUAL RACK
ANCHORAGE PER
HSS6x6x1/2
1
S7.0-1
13'-3" 17'-2" 17'-2" 16'-1" 16'-2"1
S6.0-2
11
S5.0-1
5
S6.0-3
12
S5.0-1
24'-10" 3'-6" 3'-5" 21'-1"
EQ
EQCL
CL
CL 6" 36'- 4"
57'-5"
4
S4.0-2
37'-4" 4'-0"10' - 10"10' - 10"
3
S4.0-2
PER LANDSCAPE
1'-7"
CL CL
CL
CL
CL
3
S4.0-2
HSS8x8x1/2
(3) LOCS TYP
HSS8x8x1/2
SLANTED COL
(3) LOCS TYP
MOBILE STORAGE
SHELF ANCHORAGE
PER 2
S7.0-1 6° 6°
45° 8 ° 2 1 ° 17° 44'
-2"
R 41' - 3"
R 39' - 3"
R 44' - 9"
R 49' - 0"R 3
6' - 9"7' - 9"4' - 6"HSS14x6x5/8
HSS14x6x5/8
HSS14x6x5/8
1
S3.0-1
2
S3.0-1
S2.5-2
3
SOUTH
PORTAL
S2.5-2
1EAST
PORTAL
2' - 2"HSS6x6x1/2
(VERIFY W/ ARCH) 11'-11"(VERIFY W/ ARCH)
3'-5"
1
S3.0-2
2
S3.0-2
PER ARCH
12'-1"W x 9'-0"H MAX OPNG
1-1
AHU
IT
FC
SIM
2
S5.0-2
TYP EA
END
#249
FRAMING PLAN NOTES
1. SEE THESE SHEETS FOR THE FOLLOWING INFORMATION:
A. GENERAL NOTES: S0.0-1 THRU S0.0-2.
B. ABBREVIATIONS AND SYMBOLS: S0.0-3.
C. TYPICAL CONCRETE DETAILS: S4.0-1.
D. TYPICAL STEEL DETAILS: S5.0-1.
E. TYPICAL METAL STUD DETAILS: S6.0-1 THRU S6.0-4.
2. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH
SURFACES,SLOPE, DRAINS, DEPRESSIONS, CURBS, ETC, WITH
ARCHITECTURAL DRAWINGS PRIOR TO START OF
CONSTRUCTION.
3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING
AND DRAINAGE ITEMS, ALTHOUGH MAY BE INDICATED ON THE
STRUCTURAL DRAWINGS FOR GENERAL INFORMATION
PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF
OTHERS.
4. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB
DIMENSIONS.
5. COORDINATE WITH MECHANICAL/PLUMBING/LANDSCAPE/
ELECTRICAL DRAWINGS FOR REQUIRED SLAB PENETRATIONS.
6. FOR FINISH FLOOR ELEVATIONS, SEE ARCHITECTURAL
DRAWINGS.
7. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY
DISCREPANCY PRIOR TO CONCRETE PLACEMENT AND NOTIFY
THE ENGINEER FOR CORRECTIVE MEASURES.
8. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB
ELEVATIONS, DEPRESSIONS, SLOPES, OPENINGS, CURBS,
DRAINS, TRENCHES, SLAB EDGE LOCATIONS, HOUSEKEEPING
PADS, TIPS, SWALES, EXTERIOR SLAB ETC. AND FOR WALL
OVERALL DIMENSIONS, LOCATION OF OPENINGS ETC. NOT
INDICATED ON STRUCTURAL DRAWINGS.
9. CENTER COLUMNS ON GRID LINES UNLESS NOTED
OTHERWISE.
10. ALL BEAMS ARE SPACED EQUALLY BETWEEN GRIDS OR ALONG
SUPPORTING BEAM SPAN UNLESS NOTED OTHERWISE.
11. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING,
SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,
ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE
ITEMS.
12. 6" MIN SEISMIC GAP BETWEEN FINISHES.
TOSL:
X'-XX"
TOS:
X'-XX"
INDICATES STEEL COLUMN. SEE PLAN
FOR SIZES.
INDICATES STEEL BEAM PER PLAN.
INDICATES TOP OF SLAB ELEVATION
FROM 0'-0" CORRESPONDING TO FIRST
FLOOR ELEVATION.
INDICATES TOP OF STEEL ELEVATION
FROM 0'-0" TYP, UNO ON PLAN.
FRAMING PLAN SYMBOLS
INDICATES CMU BEARING WALL, SIZE
AND REINFORCEMENT PER PLAN.
INDICATES DECK TYPE AND SPAN
DIRECTION. SEE SCHEDULE ON
D#
11/S5.0-1
INDICATES 600S162-54 @ 16" OC WALL.
TOP / BOTTOM / SIDE CONNECTION
PER AND . 9/S6.0-1 9/S6.0-3
INDICATES WALL FOOTING, SIZE AND
REINFORCEMENT PER PLAN.
INDICATES AREA OF SLAB ON GRADE DEMO
AS REQUIRED. EXTENT PER CONTRACTOR.
REPLACE WITH NEW SLAB PER 2/S7.0-1
1-1
AH
UNIT MAX
WEIGHT
ACHORAGE
DETAIL
1,710#3/S7.0-1
IT
FC 30#5/S7.0-1 NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UCT U R ARLR
STER EDPLOFESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.
......................................................EAMI
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
8/21/2025 3:36:24 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS2.4-2
FIRST FLOOR
FRAMING PLAN
JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S2.4-2; PD: MJS; PM: ES1/8" = 1'-0"1FIRST FLOOR FRAMING PLAN
REV #DESCRIPTION DATE
ASI#020 ASI 04.03.2025
#249 RFI Date27
ASI#020
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
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:
C
D
E
F
G
H
2345678
W12x50
W12x30W12x30W12x50 (E) CONC OVER HOLORIB MTL DECK TYP(E) W30x
(E) W18x @ 6'-0" OC
(E) W30x(E) W30x(E) W30x
(E) W18x @ 6'-0" OC (E) W18x @ 6'-0" OC
10 19
27' - 7"17' - 7"
8
S5.0-1TYP TYP
(E) COL BELOW
TYP
4
S5.0-1 SIM
2
S5.0-1
TYP
2
S5.0-1 TYP
2
S5.0-4
OUTLINE OF ROOF
MOVABLE
PARTITION PER
ARCH BELOW
S5.0-3
1
BM TO
COL
HSS12x4x3/8
HSS12x4x3/8
4
S5.0-4
600S162-54
@ 16" OC (2) 600S162-54BOX HEADERC15x33.9C 1 5 x 3 3 .9
C 15x 33.9 C15x33.9 C15x33.9
C15x33.9C15x33.9C15x33.9
C 1 5 x 3 3 .9
C 15x33.9C10x15.3
C10x15.3
W12x40
13'-3" 17'-2" 17'-2" 16'-1" 16'-2"17' - 5" 18'-1" 18'-4" 18'-1"17' - 5"17' - 7" 27'-6"
W
1
0x12 W10x12W10x12W10x12W10x12W10x12HSS4x2x3/8 (TYP)CL
CL
CL
PER LANDSCAPE
10' - 0"
HSS12x4x3/8
HSS8x4x1/8
PURLIN.
LOCATIONS PER
LANDSCAPE
3
S5.0-4
R 28 '-5 "P E R L A N D S C A P E R 2 8 '-1 "
AT Wx BM
TO COL
10
S5.0-4
AT PURLIN
TO Cx BM 12' - 3"3' - 6"2' - 0"4' - 3"2' - 6"TOS: +10'-1"TOS: +11'-1"TOS: +10'-6"TOS: +10'-10"C15x (TYP)Wx (TYP)HSS4x (TYP)C10x (TYP)
H S S 1 2 x 8 x 5 /8
HSS12x8x5/8HSS12x8x5/8TOS: +11'-1"
TYP
TYP
2' - 6"2' - 0"
3' - 6"
4' - 3"
7
S5.0-4
AT C15x BM
TO Wx BMPURLIN
LOCATIONS
PER ARCH
7' - 9"4' - 6"HSS14x6x5/8
1
S3.0-1
2
S3.0-1
S2.5-2
4SOUTH
PORTAL
EAST
PORTAL S2.5-2
2
1
S3.0-2
2
S3.0-2
+12'-0"
TO SLAB ELEV =(E) W14x @ 8'-0" OC (VIF)
(E) W21x68 (VIF)
(E) W21x68 (VIF)
(E) W21x68 (VIF)
(E) W21x68 (VIF)
(E) W21x68 (VIF)
1
S4.0-4
2
S4.0-4
#29
#29
14
S5.0-1ABV
ASI#020
13
S6.0-3 ABV
ASI#020
#249
#196
HSS6x6x1/2
(E) Wx BEAM WELD
PER DETAIL 5/S5.0-2
(TYP OF (2))
TRANSFER PLATE
PER DETAIL 6/S5.0-2
(TYP OF (2)
#196
FRAMING PLAN NOTES
1. SEE THESE SHEETS FOR THE FOLLOWING INFORMATION:
A. GENERAL NOTES: S0.0-1 THRU S0.0-2.
B. ABBREVIATIONS AND SYMBOLS: S0.0-3.
C. TYPICAL CONCRETE DETAILS: S4.0-1.
D. TYPICAL STEEL DETAILS: S5.0-1.
E. TYPICAL METAL STUD DETAILS: S6.0-1 THRU S6.0-4.
2. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH
SURFACES,SLOPE, DRAINS, DEPRESSIONS, CURBS, ETC, WITH
ARCHITECTURAL DRAWINGS PRIOR TO START OF
CONSTRUCTION.
3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING
AND DRAINAGE ITEMS, ALTHOUGH MAY BE INDICATED ON THE
STRUCTURAL DRAWINGS FOR GENERAL INFORMATION
PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF
OTHERS.
4. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB
DIMENSIONS.
5. COORDINATE WITH MECHANICAL/PLUMBING/LANDSCAPE/
ELECTRICAL DRAWINGS FOR REQUIRED SLAB PENETRATIONS.
6. FOR FINISH FLOOR ELEVATIONS, SEE ARCHITECTURAL
DRAWINGS.
7. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY
DISCREPANCY PRIOR TO CONCRETE PLACEMENT AND NOTIFY
THE ENGINEER FOR CORRECTIVE MEASURES.
8. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB
ELEVATIONS, DEPRESSIONS, SLOPES, OPENINGS, CURBS,
DRAINS, TRENCHES, SLAB EDGE LOCATIONS, HOUSEKEEPING
PADS, TIPS, SWALES, EXTERIOR SLAB ETC. AND FOR WALL
OVERALL DIMENSIONS, LOCATION OF OPENINGS ETC. NOT
INDICATED ON STRUCTURAL DRAWINGS.
9. CENTER COLUMNS ON GRID LINES UNLESS NOTED
OTHERWISE.
10. ALL BEAMS ARE SPACED EQUALLY BETWEEN GRIDS OR ALONG
SUPPORTING BEAM SPAN UNLESS NOTED OTHERWISE.
11. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING,
SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,
ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE
ITEMS.
12. 6" MIN SEISMIC GAP BETWEEN FINISHES.
TOSL:
X'-XX"
TOS:
X'-XX"
INDICATES STEEL COLUMN. SEE PLAN
FOR SIZES.
INDICATES STEEL BEAM PER PLAN.
INDICATES TOP OF SLAB ELEVATION
FROM 0'-0" CORRESPONDING TO FIRST
FLOOR ELEVATION.
INDICATES TOP OF STEEL ELEVATION
FROM 0'-0" TYP, UNO ON PLAN.
FRAMING PLAN SYMBOLS
INDICATES CMU BEARING WALL, SIZE
AND REINFORCEMENT PER PLAN.
INDICATES DECK TYPE AND SPAN
DIRECTION. SEE SCHEDULE ON
D#
11/S5.0-1
INDICATES 600S162-54 @ 16" OC WALL.
TOP / BOTTOM / SIDE CONNECTION
PER AND . 9/S6.0-1 9/S6.0-3 NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UCT U R ARLR
STER EDPLOFESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.
......................................................EAMI
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
8/21/2025 3:36:25 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS2.4-3
SECOND FLOOR
FRAMING PLAN
JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S2.4-3; PD: MJS; PM: ES1/8" = 1'-0"1SECOND FLOOR FRAMING PLAN
REV #DESCRIPTION DATE
#29 RFI 12.16.2024
ASI#020 ASI 04.03.2025
#196 RFI 08.21.2025
#249 RFI 08.21.2025
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
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:
C
D
E
F
G
H
234567810 1
(E) BARE MTL DECK
TYP
(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDER(E) TAPPERED STEEL GIRDERSAFETY BM9
27' - 7"17' - 7"
W12x50
W12x50
9
S5.0-1
1
S5.0-1
TYP
TYP
S5.0-1
10
BLW
NEW CATWALK
BELOW SEE
(E) CATWALK
BELOW
S5.0-3
6
(E) Wx
(E) Wx
(E) Wx
(E) Wx
(E) BARE MTL DECK
(E) Wx
(E) Wx
(E) Wx
(E) Wx
(E) BARE MTL DECK
7
S5.0-3
AT
CATWALK 13'-3" 17'-2" 17'-2" 16'-1" 16'-2"17' - 5" 18'-1" 18'-4" 18'-1"17' - 5"17' - 7" 27'-6"
TOS: +32'-6"W12x501-1
EF
1-2
EF
ELEV
CUELEC
CU
IT
CU
B-1
SF
W12x50HOIST BM #249
FRAMING PLAN NOTES
1. SEE THESE SHEETS FOR THE FOLLOWING INFORMATION:
A. GENERAL NOTES: S0.0-1 THRU S0.0-2.
B. ABBREVIATIONS AND SYMBOLS: S0.0-3.
C. TYPICAL CONCRETE DETAILS: S4.0-1.
D. TYPICAL STEEL DETAILS: S5.0-1.
E. TYPICAL METAL STUD DETAILS: S6.0-1 THRU S6.0-4.
2. VERIFY ALL DIMENSIONS, ELEVATIONS FINISH
SURFACES,SLOPE, DRAINS, DEPRESSIONS, CURBS, ETC, WITH
ARCHITECTURAL DRAWINGS PRIOR TO START OF
CONSTRUCTION.
3. SPECIFICATIONS AND DETAILING OF ALL WATERPROOFING
AND DRAINAGE ITEMS, ALTHOUGH MAY BE INDICATED ON THE
STRUCTURAL DRAWINGS FOR GENERAL INFORMATION
PURPOSES ONLY, ARE THE DESIGN RESPONSIBILITY OF
OTHERS.
4. COORDINATE WITH MECHANICAL/PLUMBING/LANDSCAPE/
ELECTRICAL DRAWINGS FOR REQUIRED SLAB PENETRATIONS.
5. FOR ROOF ELEVATION, SEE ARCHITECTURAL DRAWINGS.
6. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ANY
DISCREPANCY PRIOR TO CONCRETE PLACEMENT AND NOTIFY
THE ENGINEER FOR CORRECTIVE MEASURES.
7. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB
ELEVATIONS, DEPRESSIONS, SLOPES, OPENINGS, CURBS,
DRAINS, TRENCHES, SLAB EDGE LOCATIONS, HOUSEKEEPING
PADS, TIPS, SWALES, EXTERIOR SLAB ETC. AND FOR WALL
OVERALL DIMENSIONS, LOCATION OF OPENINGS ETC. NOT
INDICATED ON STRUCTURAL DRAWINGS.
8. CENTER COLUMNS ON GRID LINES UNLESS NOTED
OTHERWISE.
9. ALL BEAMS ARE SPACED EQUALLY BETWEEN GRIDS OR ALONG
SUPPORTING BEAM SPAN UNLESS NOTED OTHERWISE.
10. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING,
SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,
ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL
ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE
ITEMS.
TOS:
X'-XX"
INDICATES STEEL POST BELOW.
INDICATES STEEL BEAM PER PLAN.
INDICATES TOP OF STEEL ELEVATION
FROM 0'-0" TYP, UNO ON PLAN.
FRAMING PLAN SYMBOLS
B-1
SF
UNIT MAX
WEIGHT
ACHORAGE
DETAIL
330#1/S7.0-2
1-1
EF 75#6/S7.0-1
1-2
FC
125#
ELEV
CU
ELEC
CU
IT
CU
SEE MECH
DWGS
75#
125#NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UCT U R ARLR
STER EDPLOFESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.
......................................................EAMI
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9
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4 0 8 0
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,N I N G
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TCEI T
SC
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7
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5 06
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07 18
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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
8/21/2025 3:36:28 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS2.4-4
ROOF FRAMING
PLAN
JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S2.4-4; PD: MJS; PM: ES1/8" = 1'-0"1S2.4-4/01 -ROOF FRAMING PLAN
REV #DESCRIPTION DATE
#249 RFI Date27
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
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:
H
56
D2
W12x30
HSS12x6x3/8 (ABOVE)
2
S3.0-1
C
D
1
HSS12x6x3/8 (ABOVE)1
S3.0-1
12
S4.0-1
9
S6.0-3
C
D
1
1
S3.0-1
400S300-54
@ 16" OC
(2) 400S162-54 BOX HEADER6
S6.0-4
H
56
2
S3.0-1
600S162-54
@ 16" OC
(2) 600S162-54 BOX HDR BELOW
5
S6.0-3
(2) 600S162-54 BOX HDR(2) 600S162-54 BOX HDR(2) 600S162-54 BOX HDRTYP
4
S6.0-3
TYP
9
S6.0-3
6
S6.0-4
6
S6.0-3
TYP NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UC T U R ARLR
STER EDPLOFESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.
......................................................EAMI
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
4/3/2025 11:57:06 AMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS2.5-2
EXTERIOR PORTAL
PLANS
JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S2.5-2; PD: MJS; PM: ES1/4" = 1'-0"3ENLARGED EXTERIOR SOUTH PORTAL FIRST FLOOR FRAMING PLAN 1/4" = 1'-0"1ENLARGED EXTERIOR EAST PORTAL FIRST FLOOR FRAMING PLAN
1/4" = 1'-0"2ENLARGED EXTERIOR EAST PORTAL ROOF FRAMING PLAN1/4" = 1'-0"4ENLARGED EXTERIOR SOUTH PORTAL ROOF FRAMING PLAN
REV # DESCRIPTION DATE
ASI#020 ASI 04.03.2025
ASI#020
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
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:
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"5000TOP BAR
BOTTOM BAR
BOTTOM BAR
BOTTOM BAR
BAR SIZE GR 60
4000 3000
TOP BAR
TOP BARf'c (psi)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
6db3" MIN6db ORD'dbDUNO12dbD2 1/2" MIN
4db ORdb D'db12db FOR #6 THRU #86db FOR #3 THRU #5PER 1/S4.0-1LdLdhSTD 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 PLANSLAB ON GRADEPER ELEV MFR5'-0" MAXEACH WAY (T&B)12" SLAB ON GRADEW/ #5 @ 12" OC4
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
TYP3" CLRTYP
3" CLR VAPOR RETARDER
SLAB ON GRADE
PER PLAN
DOWEL TO MATCH
NEW SLAB REINF
SET IN HOLE W/
ADHESIVE
2'-0" MIN 4"EQEQSLAB ON GRADE PER PLAN (E) SLAB ON GRADE
0"TYP 2" CLRPLANPERVAPOR RETARDER
8" CONC WALL PER
ELEVATOR GUIDERAIL
SUPPORT COL PER PLAN1/2"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 ATTACHMENT3"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
S4.0-11/S4.0-1A SINGLE CURTAIN
(WHERE OCCURS)
VERT END BARS
PER ELEV @ 6" OC
@ 6" OC (WHERE OCCURS)VERT END BARS PER ELEVLAP 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.EMBED7" MINOPENINGEMBED
7" MINOPENING
(12'-0" MAX)PER ARCH DWGSD
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 PLAN2" CLR (TYP)TOP OF SLAB
PER PLAN
1'-6"
2
1
#4 CONT (T&B)DOWELS TO MATCH
SLAB REINFORCING
TOOLED EDGE
FINISH
SURFACE
MIN1' - 0"1' - 0"
CLR
3"PER PLANTHICKNESS 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 SECTION4" MINMIN
"D"+1'-6"FTG PER PLAN. 3"
1'-6" MIN
2" MIN4" MIN"D"6" MINFOOTINGS 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 OUT2" CONC8"#222
NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UCT U R ARLR
STER EDPLOFESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.
......................................................EAMI
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 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS4.0-1
TYPICAL
CONCRETE
DETAILS
JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S4.0-1; PD: MJS; PM: ES1" = 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
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
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
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SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
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"21'-6" MAX#90 NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UC T U R ARLR
STER EDPL
O F ESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.......................................................EAM
#3 @ 18" OC
#3 CONT NOSING BAR
TYP
#3 EPOXY DOWEL @ 3'-0" OC
(EMBED 1 1/2") AT EA
NOSING BAR
1'-6" MAXSECOND 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" = 1'-0"2
#91
1" = 1'-0"2
#91 1'-6" MAXNOTES:
1.
2. DO NOT LOCATE EPOXY ANCHORS ABOVE 1 1/2" TALL DECK RIBS.
SEE ARCH FOR RAMP DIMENSIONS
#90
1" = 1'-0"2
#91
A
A
B
B
C
C
1" = 1'-0 2
#97
1 1/2" = 1'-0"
1" = 1'-0"12
#57.1 NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UC T U R ARLR
STER EDPL
O F ESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.......................................................EAM
S4.0-4
5
1/4TYP
1 1/2"
TYP
(E) CONC SLAB
TYP
-
A
7"4"3/8"Ø A325 THRU-BOLTS W/ 1/4"x3" SQ
PLATE WASHER @ EACH BOLT
A
1/4 TYP
1/2"
TYP
18400 Von Karman Ave., Suite 600
Irvine, CA 92612
O: 949.252.1022
F: 949.252.8082
www.kpff.com
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EU
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4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
CONCRETE
DETAILS
REV # DESCRIPTION DATE
#29 RFI 12.16.2024
1
NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UC T U R ARLR
STER EDPL
O F ESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.......................................................EAM
S4.0-5
A
A
B
B
ISSUE DATE
BID SET
FINAL PERMIT/CONFORM SET
04/30/2024
08/02/2024
REV #DESCRIPTION DATE
ASI#020 ASI 04.03.2025
#249 RFI Date27
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
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:
STANDARD BOLTED CONNECTION SCHEDULE
(2) 7/8"Ø 1/4"
(2) 7/8"Ø
(3) 7/8"Ø
(3) 7/8"Ø
(4) 7/8"Ø
W21
W18
W16
W14
3/8"
3/8"
3/8"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
WELD
SIZE
PLATE
THICKNESS
NO. & SIZE
OF BOLTS
REQUIRED
BEAM
SIZE
(5) 7/8"Ø
(4) 7/8"Ø
W12 / C12
W10 / C10
W8 / C8
1. ALL BOLTS TO BE ASTM A325-N IN A SNUG-TIGHTENED
JOINT, UNO.
2. CONNECTION PLATES TO HAVE AISC STANDARD ROUND
OR HORIZONTAL SHORT-SLOTTED HOLES, UNO.
3. ALL CONNECTION PLATE MATERIAL TO BE A36, UNO.
4. SHOWN ON PLANS INDICATES NUMBER OF BOLTS
REQUIRED. IF NOT SHOWN THEN USE THE NUMBER
OF BOLTS SHOWN IN THE TABLE ABOVE.
#
CL BEAM
1/2"
2 1/2"
1 1/2"FOR SHEAR PLATE AND
BOLTS SEE SCHEDULE
COPE BEAM FLANGE AS
REQUIRED
SEE
SCHEDULE
A BEAM TO BEAMTYP3"TYP3"TYP1 1/2"(E) CONCRETE SLAB
Wx BM PER PLAN
(2) 5/8"Ø HILTI 'KB-TZ2'
W/ 4" EMBED @ 12" OC
BENT PL1/2 x 3" WIDE AT
EACH ANCHOR
1/4
3-SIDES
NOTES:
1. USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT
CUT OR DAMAGE (E) REINF.
2. FIREPROOFING PER ARCH (TYP).
GROUT AS REQUIRED
FOR FULL BEARING
TYP2"6" MIN8" MAXTYP2 1/2"FOR SHEAR PL &
BOLTS SEE
PL3/4 W/ (4) 3/4" Ø BOLTS
W/ 6" EMBED W/ HILTI
'HIT-HY 200'
SEE SCHED
ON
(E) CONC
ELEVATED
SLAB
(E) CONC
BM
MAX
1/2"4"Wx BM PER PLAN
1/S5.0-1
NOTE:
USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT
CUT OR DAMAGE (E) REINF.
1
S5.0-1
(E) CONCRETE SLAB
Wx BM PER PLAN
(2) 5/8"Ø HILTI 'KB-TZ2' W/ 4"
EMBED @ 12" OC AT EDGE
CONDIDTION (@ 6" OC AT SIM)
BENT PL1/2 x 6" WIDE
AT EACH ANCHOR
1/4
3 SIDES
NOTE:
USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT CUT
OR DAMAGE (E) REINF.
8"
NEW OPENING (E) ELEVATED
CONC SLAB
10" MIN
8" MAX
(E) CONC FILL
OVER MTL DECK
L6x4x5/16x1'-6" LG (LLV)
W/ (2) 1/2"Ø HILTI 'KB-TZ2'
W/ 3 1/4" EMBED INTO (2)
LOW FLUTES MIN EA
SIDE HSS GAP1"HSS PER PLAN
5/8"Ø BOLT CENTERED
IN 2 1/2" VERT
SLOTTED HOLE
WASHER EA SIDE
MIN7"4"3"14"10"TYP
2" 12"
CONNECTION
PER
Wx PER PLAN
(E) CONC SLAB
(E) CONC BEAM
PL3/4 W/ (4) 3/4"Ø BOLTS W/ 6"
EMBED W/ HILTI 'HIT- HY 200'
NOTE:
USE NON-DESTRUCTIVE TESTING
TO LOCATE (E) REINF. DO NOT
CUT OR DAMAGE (E) REINF. PLATE
MAY NEED TO BE RESIZED TO
MISS (E) REINF
2" HORIZ SLOT
HOLES
1/2" PL x 3" SQ
WASHER
3/16
TYP
1
S5.0-1
COL PER PLAN
1/4
1/4
BOLTS
PER
BEAM PER PLAN
WT5x9.5
PLAN
CL
1
S5.0-1
1
2 MAX
L7x4x3/8 (LLV)
EA SIDE OF COL
HSS ELEVATOR
GUIDE RAIL
SUPPORT
3/4"Ø THRU BOLT
W/ WASHERS BOTH
SIDES AND DOUBLE
NUT (HAND TIGHT
1ST NUT)
CENTERED IN A
13/16"x 3 1/2" LG
VERT SLOTTED
HOLE
L3x3x1/4 AT COL
1/2"Ø HILTI 'KB-TZ2'
W/ 3 1/4" EFF
EMBED AT LOW
FLUTE
(E) CONC FILL
OVER STEEL DECK
PER PLAN
PL1/4x4x0'-6"
1/4 2 MIN
1/4 2 MIN
3/16
3/16
1/4
1/4 2" CLRA
A BASE PLATE
EQ EQ
TYP1 1/2"TYP1 1/2"BASE PL3/8 W/ (2) 1/2"Ø HILTI
'KB-TZ2' W/ 2" EFF EMBED
1/4
(2) L8x4x3/8x0'-8" LG (LLV)CLR1"1/4
1/4
(E) STL BEAM PER PLAN
(1) 5/8"Ø MB CENTERED
IN ANGLE & IN HSS 2 1/2"
VERT SLOTTED HOLE
1 1/2"A SECTION
HSS COLUMN PER PLAN,
BOLT HOLES AT CL
A
SEAM / SIDE LAPINT.END
MAX UNSHORED SPAN
REINFGAGEMARK
EDGE TRIPLEDOUBLESINGLE
12'-0"12'-0"10'-6"1 1/2"16D1 ----VSC @ 24" OCFASTENERS
@ 6" OC
FASTENERS
@ 12" OC
FASTENERS
@ 12" OC
D1
2 1/2"3 1/2"
1 3/4"1 1/2"6"
VERCO PLB-36
STEEL DECK
TYPE
TOTAL
THICKNESS (t)
CONCRETE
TYPE
STEEL DECK
ATTACHMENT PATTERN
12'-0"11'-0"10'-0"6 1/4"20D2 #4 @ 12" OC
EW
3000 PSI
LTWT CONC
*3/4"Ø PUDDLE
WELD @ 12" OC VSC @ 24" OC*3/4"Ø PUDDLE
WELD @ 12" OC
*3/4"Ø PUDDLE
WELD @ 12" OCVERCO W-3
D2 3/4" CLR3 1/4"3"NOTES:
1. SEE GENERAL NOTES FOR MORE INFORMATION.
2. VSC = VERCO SIDELAP CONNECTION.
3. * 3/4" VISABLE DIAMETER PUDDLE WELDS
(MINIMUM FUSION AREA SHALL BE 1/2" DIAMETER
PUDDLE WELDS).
AISC STD HORIZ SHORT
SLOTTED HOLES
OVERLAPPING 15/16" Ø
HOLES ONLY ALLOWING
FOR INSTALL OF 3/4"Ø
BOLTS
NEW SLAB PER
PLAN
1/4
1/4
(E) CMU WALL
CONT PL1/2 TO
MATCH WALL
THICKNESS W/ 3/4"Ø x
3 3/4" EMBED HILTI
'KB-TZ2' @ 12" OC
1/2"
3"1 1/2"TYP3 1/2"TYP1 1/2"3/4
EA LOW
FLUTE
(E) SLAB
7"7"2"CL
2" 3"3" 2"
A
A WALL PLATE
Wx
PER
PLAN
(4) 3/4"Ø x 3 3/4"
EMBED HILTI
'KB-TZ2' (ICC
ESR-4266)
PL1/4
.
BEAM BELOW
EXTEND ANGLE (3) WEBS
PAST OPENING EA END
TYP
THIS IS
CONSIDERED A
SINGLE OPENING
WEBS OF DECKL1 3/4x1 3/4x 1/4 ON
TOP OF DECK (TYP)
NOTES:
1. DO NOT CUT MORE THAN (2) ADJACENT WEBS
2. INDIVIDUAL HOLES LESS THAN 6"Ø AND CUTTING NO MORE THAN (1) WEB, DO NOT
REQUIRE REINFORCING SHOWN.
3. ANGLES SHALL BE PLACED ON TOP OF DECK
4. IF DIMENSION "A" IS GREATER THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS GREATER,
THERE SHALL BE NO RESTRICTION OF DIMENSION "B".
5. IF DIMENSION "B" IS GREATER THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS GREATER,
THERE SHALL NOT BE NO RESTRICTION ON DIMENSION "A"
6. IF DIMENSION "A" AND "B" ARE LESS THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS
LARGER, THE GROUP OF OPENINGS SHALL BE CONSIDERED AS A SINGLE OPENING,
AND SHALL BE REINFORCED AS REQUIRED FOR THE LARGER OPENING.
"A""B""D1""D2"1/8 1/2"
TYP ADJ
TO CUT
WEBS
18400 Von Karman Ave., Suite 600
Irvine, CA 92612
O: 949.252.1022
F: 949.252.8082
www.kpff.com
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FRANCN
4 0 8 0
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CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
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G R O U P
7
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5 06
C
07 18
2
P
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A
O
90
A
EU
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+
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4
SHEET TITLE AND NO.
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
DATE:7/15/2024 3:10:18 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS5.0-1
TYPICAL STEEL
DETAILS
JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S5.0-1; PD: MJS; PM: ES1" = 1'-0"1STEEL BM TO STEEL BM CONNECTION
1 1/2" = 1'-0"2FLANGE BRACE TO EXISTING CONC SLAB
1 1/2" = 1'-0"3Wx BEAM TO EXISTING CONCRETE BEAM
1 1/2" = 1'-0"4FLANGE BRACE TO (E) CONC SLAB EDGE
1 1/2" = 1'-0"5HSS TOP CONNECTION AT SLAB
1" = 1'-0"6EMBED PLATE TO CONCRETE BEAM/WALL1 1/2" = 1'-0"10Wx BEAM TO HSS COL CONN
1" = 1'-0"8ELEVATOR GUIDE RAIL SUPPORT
1" = 1'-0"9HSS TOP CONNECTION AT BEAM
1" = 1'-0"11STEEL DECK SCHEDULE
1" = 1'-0"12TYPICAL BEAM TO (E) CMU WALL
1 1/2" = 1'-0"7NOT USED
A
1" = 1'-0"13TYPICAL STIFFENED DECK SLEEVE DETAIL
A
PROJECT:
CA REG.
Project Arch.-
-
2100588ISSUEDATE PERMIT SET 1ST ISSUANCEBID SETBID SET ADDENDUM-01BID SET ADDENDUM-03 FINAL PERMIT/CONFORM SET 09/29/202304/30/202405/16/202406/05/202408/02/2024REV # DESCRIPTION DATEA Bid Set Addendum R1 05.16.2024B Bid Set Addendum R3 06.05.2024C Conform Set 08.02.20241 Backcheck Rev-1 03.01.20242 Backcheck Rev-2 08.02.2024(E) CONC FILL
OVER MTL DECK
P1/4
1/4
1" = 1'-0"12
#86
#86
1" = 1'-0"12
#86
1/4
1/4
TYP
A
B NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UC T U R ARLR
STER EDPL
O F ESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.......................................................EAM
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
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:
(E) CONC SLABCEILING LINESTUD WALLPER SCHEDULECEILING LINEALT BRACETOP TRACK, BRACE AND CONN PERSTUD WALLPER SCHEDULE(E) CONC SLABBOTTOM WALL CONNPER SCHEDULEMAX HEIGHTCONN TO (E) FRAMINGPER (E) FRAMINGABOVEPER SCHEDULEMAX HEIGHT5S6.0-1BOTTOM WALL CONN5S6.0-12S6.0-1TOP TRACK, BRACE AND CONN PER3S6.0-1BPARTIAL HEIGHT WALLAFULL HEIGHT WALL3S6.0-3PL14GAx6x1'-0" MIN @ 2'-0" OC MAX W/ (2) 0.157Ø x 1" EMBED HILTI 'X-U' PDF SPACED @ 4" OC AT EA LOW FLUTE. WHERE TOP TRACK ALIGNS WITH CENTER OF LOW DECK FLUTE, PROVIDE (1) PDF @ 8" OC FROM TRACK TO SLAB(2) 0.157"Ø x 1" EMBED HILTI 'X-U' PDF @ 12" OC MAX AT 5.5" OR 6" TRACK, (1) 3/8"Ø x 2" EMBED HILTI KB-TZ2 @ 24" OC AT ALL OTHER STUDS(E) CONCRETE FILL OVER METAL DECK 16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGEAWALL PERPENDICULAR TO DECK(2) #12 SMS AT EACH PLATE16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGE(2) #10 SMS @ 12" OC16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGEGAP1/2"GAP1/2"NOTES:1. WHERE WELDS CANNOT BE ACCESSED, IT IS ACCEPTABLE TO ATTACH PER DETAIL A.2. ANY EXISTING SPRAYED FIRE-RESISTIVE MATERIALS BEING ALTERED/MODIFIED/REMOVED MUST BE REAPPLIED WITH SPRAYED FIRE-RESISTIVE MATERIALS TO MAINTAIN THE 2 HOUR FIRE RATING OF THE FLOOR ASSEMBLY.3. APPLY SPRAYED FIREPROOFING OVER STRUCTURAL STEEL WITH MONOKOTE MK6/CBF OF MK6/ED AS MANUFACTURED BY W.R. GRADE AND COMPANY AS APPROVED BY UL R4339-19981005 OR EQUAL.BWALL PARALLEL TO DECK(E) CONCRETE FILL OVER METAL DECK SCREW TRACK TO PLATE W/ (2) #10 SMS FOR 6" STUD OR (1) #10 SMS FOR 4" STUD @ 16" OC(E) Wx BEAM16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGEGAP1/2"CWALL PARALLEL TO DECK ATBEAM(E) CONCRETE FILL OVER METAL DECK PL14GAx6x2'-0" MIN @ 16" OC MAX W/ (2) 0.157Ø x 1" EMBED HILTI 'X-U' PDF SPACED @ 4" OC AT EA LOW FLUTE(E) Wx BEAMZ-CLIP 2x2x2x16GA x 0'-4" LG @ 16" OC16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGE1/1622(E) Wx BEAMMAX10"Z-CLIP 2x2x2x16GA x 0'-4" LG @ 16" OC(E) CONCRETE FILL OVER METAL DECK PER PLANSCREW TRACK TO CLIP W/ (2) #10 SMS FOR 6" STUD OR (1) #10 SMS FOR 4" STUD @ 16" OCSCREW TRACK TO CLIP W/ (2) #10 SMS FOR 6" STUD OR (1) #10 SMS FOR 4" STUD @ 16" OCSCREW TRACK TO PLATE W/ (2) #10 SMS FOR 6" STUD OR (1) #10 SMS FOR 4" STUD @ 16" OC(E) Wx BEAMFOR TYPE, SIZE AND SPACING OF FASTENERS/ANCHORS SEE(E) CONCRETE FILL OVER METAL DECK SLOTTED TRACKMIN 2"DWALL PERPENDICULAR TO DECKAT BEAMEWALL NEAR Wx BEAMFWALL AT BEAM(E) CONCRETE FILL OVER METAL DECK CONT 16 GA MIN SLOTTED SLP-TRK OR APPROVED EQUAL W/ #10 SMS TO EA STUD FLANGE(E) CLOSURE PLATEGWALL AT DECK EDGE1/1622STUD WALL PER ECONNECTION TYPEBRACE PER SCHED CENTERED OVER STUD BELOWGAP1/2"SLOTTED TOP TRACK W/ MIN GA PER BRACE SCHEDSTUD PER BRACE SCHEDABRACE TYPE(2) STUDS PER BRACE SCHEDBBRACE TYPE#10 SMS @ 36" OC W/ (8) #10 SMS @ 3/4" OC AT ENDS(2) STUDS PER BRACE SCHED(8) #10 SMS @ 3/4" OC AT ENDS, TYPTRACK PER BRACE SCHED T&B W/ #10 SMS @ 36" OC TO EA STUDCBRACE TYPEBRACE TYPE TYPEAT SIM #10 SMS @ 4" OC AT EA STUD FLANGE, TYP1'-0" LG TRACK TO MATCH STUD DEPTH AND GA, TYPFSECTION AT CONN TYPE 'D'ABSECTIONCUT FLANGES AND BEND WEB AS REQDBRACE PER SCHEDTOP TRACK OR HEADERSMS PER CONN SCHED AT EACH WEB45° ± 7.5°CONN TYPE PER SCHED4S6.0-1DCONNECTION TYPESMS PER CONN SCHED AT EACH WEBBRACE PER SCHEDTOP TRACK OR HEADERL3x3x16GA x STUD WIDTH EA SIDE OF BRACEFSMS TO BRACE PER SCHED1 1/2"AT BRACE TYPE 'A' & 'B'CONT BOT TRACK TO MATCH STUD THICKNESS AND GA W/ 1 1/2" MIN FLANGE #10 SMS EACH FLANGE EACH STUDMETAL STUD PER SCHED 0.157"Ø HILTI 'X-U' PDF W/ 1 1/4" EMBED @ 16" OC & 2" FROM ENDSATO CONCRETE SLAB4" MIN(E) CONC SLABTYP TRACKTYP STUDTYP STUD OR TRACKTYP TRACKTYP STUD W/ 2" FLANGES#10 SMS @ 12" OC MAXTYP TRACKTYP STUDTYP TRACK#10 SMS @ 12" OC MAXTYP STUD W/ 2" FLANGESTYP STUDTYP TRACK#10 SMS @12" OC MAXTYP STUDTYP TRACK#10 SMS @ 12" OC MAXTYP TRACKTYP STUD OR TRACK#10 SMS @12" OC MAXTYP STUDOR TRACKTYP TRACKAPLANBPLANCPLANDPLANMAX HEIGHTSTUD WALL SCHEDULECASEWORK WALLS250S162-68362S162-33400S162-33600S162-338'-0"[1.0 < SDS< 1.5]ANCHOR SPACING10" OCNON-CASEWORK WALLS250S162-33362S162-33400S162-33600S162-33ANCHOR SPACING48" OC362S162-43400S162-43600S162-3310'-0" 9" OC250S162-33362S162-33400S162-33600S162-3348" OC362S162-68400S162-54600S162-3312'-0" 8" OC250S162-33362S162-33400S162-33600S162-3345" OC400S200-68600S162-4314'-0" 8" OC250S162-43362S162-33400S162-33600S162-3338" OC600S162-4316'-0" 7" OC250S162-68362S162-33400S162-33600S162-3333" OC600S162-5418'-0" 7" OC362S162-43400S162-33600S162-3330" OC600S162-6820'-0" 7" OC362S162-54400S162-43600S162-3327" OCNOTES:1. CASEWORK INCLUDES SHELVING, WORK COUNTERS AND LCD UNISTRUT FRAME SUPPORTED BY STUD WALL. 'CASEWORK WALLS' SHALL BE USED ALONG THE EXTENT OF THE CASEWORK ATTACHMENT.2. ALL STUDS TO BE 16" OC.3. TOP TRACK SHALL BE SLOTTED SLP-TRK WITH MIN GA PER SCHEDULE.4. SEE ARCHITECTURAL DRAWINGS FOR WALL LAYOUT, TYPE AND THICKNESS.5. ELECTRICAL WIRES SHALL ONLY PENETRATE STUD THROUGH PRE-PUNCHED HOLES.6. MINIMUM WALL BRACING PER .7. BACKING PLATE PER WHERE REQUIRED FOR ATTACHMENT OF CASEWORK. 8. SEE DETAIL FOR FRAMING AT OPENING.3/S6.0-21/S6.0-26/S6.0-2BRACE SCHEDULESTUD SIZE250S162-43TRACK SIZE MAX SPACING20362S162-33400S162-43400S162-43NOTES:1. LIGHTER GA TOP TRACK MAY BE USED WHERE BRACE SPACING DOES NOT EXCEED MAX SPAN PER TOP TRACK SCHEDULE IN .2. CONNECTION TYPE SHALL ONLY BE USED WITH 16GA MIN TOP TRACK.3. CONNECTION TO (E) STRUCTURE PER DETAIL .AMAX LENGTH8'-0"10'-0"12'-6"ABRACE TYPE- 4'-0" OCTOP OF WALL CONN TYPED, F2TOP TRACK MIN GA201816-D, F2D, F2E4'-0" OC5'-0" OC6'-0" OC400S200-33400S200-43A20161-D, F2D, F24'-0" OC6'-0" OC250S162-33 181B14'-0" - 5'-0" OC D, F362S162-33 161C20'-0" 6'-0" OC D, F362T150-333/S6.0-37/S6.0-2BRACE CONNECTION SCHEDULEH < 14'-0"[1.0 < SDS< 1.5]NON-CASEWORK WALLSWALL HEIGHT (FT)#10 SMS TO TOP TRACK314'-0" < H < 20'-0"4#10 SMS TO 20GA BRACE, MIN33H < 12'-0"CASEWORK WALLSWALL HEIGHT (FT)TOP TRACKGA18#10 SMS TO 20GA BRACE, MIN55#14 SMS TO TOP TRACK5312'-0" < H < 20'-0"331618 33316CEILING FRAMING PER TO ALIGN WITH CEILING HANGERS BELOW(E) CONC SLAB PER PLAN1/2"Ø x 2" EMBED HILTI 'KB-TZ2' (ICC ESR - 4266) (SEE ) PER SPACINGSTUD WALLCLIP CONN PER CEILING PER ARCH11'-0" MAX HEIGHTTOP TRACK PER W/#10 SMS AT EA FLANGE16GA TRACK TO MATCH DEPTH OF WALL STUD WITH 1 1/2" FLANGE MIN AND #10 SMS AT EA FLANGE EA STUD, TYP T&BCONT BOX HDR WHERE OCCURS10/S6.0-410/S6.0-44/S6.0-13/S6.0-1NOTE:FOR INFORMATION NOT SHOWN SEE6S6.0-4IUEIHU9AS.OAFRANCN4 0 8 0HINSL11ALECRNDEN VA,N I N GCRAETCEI TSCSNNG R O U P7S506C07 182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATE PROJECT:CA REG.Project Arch.--------BID SETFINAL PERMIT/CONFORM SET 04/30/202408/02/202422575-0126 CIVIC CENTER PLAZASANTA ANACA 92701SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 927013/18/2025 1:19:02 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS6.0-1TYPICAL METALSTUD DETAILSJOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S6.0-1; PD: MJS; PM: ES1/2" = 1'-0"1TYP PARTIAL HEIGHT STUD WALL SECTION1" = 1'-0"3TYPICAL TOP OF NON-BEARING STUD WALL CONNECTION1 1/2" = 1'-0"5WALL TO (E) SLAB CONN1" = 1'-0"6STUD INTERSECTIONNTS4WALL STUD SCHEDULE1 1/2" = 1'-0"2PARTIAL HEIGHT WALL BRACING DETAIL1" = 1'-0"9TYPICAL STUD WALL FRAMINGREV # DESCRIPTION DATENIRNo. S3866Exp. 3/31/26GTRETATSSEOFILACFOUCTURARL
RSTEREDPLOFESSIONANERAIEENGIWILLIH.THORP............................................
.
.
.
.....................EAMISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE:
STUD BRACING
WALL SECTION
CL OF BRACING
(6)
ATTACHMENTWALL COVERING
TOP SUPPORT
STUDS
WALL COVERING
BOTTOM
SUPPORT
MINIMUM ATTACHMENT OF APPROVED WALL COVERINGS TO PROVIDE
CONTINUOUS ADEQUATE LATERAL SUPPORT FOR STUD FLANGES
APPROVED LATHS FOR
PLASTER
(1) (2) (5)
SINGLE AND DOUBLE GYPSUM
WALL BOARD AND/OR GYPSUM
LATH(3) (4)
#8 x3/8" HEAD SHEET METAL SCREWS
(1/4" PENETRATION) SPACED NOT
MORE THAN 4 1/2" OC
ATTACHMENT SHALL BE PER IBC
TABLE 2508.6 AND NOT BE SPACED
MORE THAN 7" OC.
NOTES:
1. LATERAL BRACING OF METAL STUDS REQUIRED WHEN GYP BOARD
IS NOT PROVIDED ON BOTH SIDES OF METAL STUD.
2. BRIDGING/BRACING TO BE SPACED AT 4'-0"OC MAX VERTICALLY.
3. WHERE ARCHITECTURAL DRAWINGS DO NOT REQUIRE GYP BOARD
TO EXTEND THE FULL WALL HEIGHT, LATERAL BRACING IS
REQUIRED WHERE 'X' EXCEEDS 4'-0".
4. WHERE WALL COVERING AND/OR BRACING, AT MAXIMUM SPACING
INDICATED, DO NOT OCCUR, ALLOWABLE COMPRESSIVE STRESS
AND RESISTING MOMENT MUST BE REDUCED IN ACCORDANCE
WITH THE AISI SPECIFICATIONS SECTIONS C3.1 AND 4.1.
5. MAXIMUM WALL STUD SPACING SHALL NOT EXCEED 24" OC UNO.
6. SCREWS SHALL BE LONG ENOUGH TO PENETRATE INTO STEEL
FRAME MEMBER, NOT LESS THAN 1/4 IN.
7. SCREWS SHALL BE OF TYPE-S BUGLE HEAD, OR EQUAL.
8. REFER TO IBC SECTION 2508 AND THE LASTEST EDITION OF ASTM
1280 FOR ADDITIONAL CRITERIA.
9. INSTALLATION OF APPROVED METAL LATH SHALL PER IBC SECTION
2511.4'-0" MAX 4'-0" MAX 4'-0" MAX 4'-0" MAX 4'-0" MAX 4'-0" MAXWHERE WALL COVERING OCCURS
ONE SIDE, BRACING IS REQUIRED
ON OPPOSITE SIDE ONLY @ 48" OC
MAX
SECTION THROUGH STRAP BRACING
PLAN VIEW SPACING @ 48"OC MAXMETAL STUD
WALL COVERING
WALL COVERING (ONE SIDE ONLY)
PIECE OF TRACK (SAME GAGE
AS STUDS) AS BLOCKING @ EA
END OF WALLS AND @ 8'-0"OC
BETWEEN
METAL
STUD
CONTINUOUS TOP
TRACK ATTACH TO
FLOOR OR ROOF ABOVE
PER
CONTINUOUS STRAP OR 1
1/2"
C.R.C. WITH TRACK
BLOCKING
CONTINUOUS
BOTTOM TRACK.
ATTACH TO FLOOR
PER
ISOMETRIC VIEW
METAL STUD
SIDE VIEW
END TO END SPLICE IN STRAP OR
CHANNEL (WHERE REQUIRED)
CENTERED BETWEEN VERT
STUDS
20GA X1 1/2" WIDE STEEL STRAP OR 1 1/2"
COLD-ROLLED CHANNEL CONTINUOUS
BETWEEN BLOCKING PIECES W/ (1)-#10
SMS TO EA STUD FLANGE AND (4) #10
SMS TO EACH BLOCKING PIECE (TYP)
PIECE OF TRACK AS BLOCKING. CUT
TRACK FLANGES AND ATTACH
FLANGES W/(2) #10 SMS AT EACH
VERT STUD FLANGE PER SIDE VIEW
20GA x 1 1/2" STRAP OR 1 1/2"
COLD ROLLED CHANNEL
TRACK BLKG
W/ BENT WEB
(2) #10 SMS
METAL STUD
WALL COVERING
PIECE OF TRACK (SAME GAGE AS
STUDS) AS BLOCKING AT EACH
END OF WALLS AND @ 8'-0" OC
BETWEENSEE NOTE 3X4"METAL
STUD
3
S6.0-1
5
S6.0-1 "H" MAXBOTTOM OF (E)
CONCRETE SLAB
CONT 1 1/2" FLANGE
BOTTOM TRACK, GAGE
TO MATCH WALL
STUDS
CONT SLIP TRACK
PER
TYP
S6.0-2
4C S6.0-2
4A
3
S6.0-1 TYP
TYP
TYP
JAMBJAMBTYP
JAMBJAMBHEADERHEADER
METAL STUD PER
SCHEDULE
NOTES:
1. FOR TYPICAL BRIDGING REQUIREMENTS REFER TO .
2. FOR TYPICAL HEADER AND SILL SCHEDULE AND DETAILS
REFER TO .
3. FOR TYPICAL JAMB STUD SCHEDULE AND DETAILS REFER TO
.
4. DO NOT USE PUNCHED STUDS FOR JAMB STUDS.
BRIDGING WHERE
REQUIRED
TOP OF (E)
CONCRETE SLAB
SILL
3
S6.0-1
3/S6.0-2
2/S6.0-2
4/S6.0-2
S6.0-2
2B2A
S6.0-2
STUDS PER
WALL SECTIONS
CONT 362T150-43 @ 3 5/8"
WALL OR 600T150-43 @ 6"
WALL W/ (2) #10 SMS EA
FLANGE EA STUD
UNPUNCHED STUD TO
MATCH WIDTH OF
WALL PER "STUD B"
PER SILL SCHED W/ (2)
#10 SMS @ 12" OC
C SILL SECTION & SCHEDULE
UNPUNCHED TRACK
TO MATCH WIDTH OF
WALL PER "TRACK A"
PER SILL SCHED W/ #
10 SMS @ 12" OC EA
FLANGE
BEND WEB AT JAMB
STUD AND ATTACH
W/ (3) #10 SMS AT
EA END OF SILL
SILL LENGTH
UP TO 3'-11"
3 5/8" WALL >3'-11"
TRACK A
NOT REQUIRED
362T150-43
STUD B
NOT REQUIRED
362S162-43
SILL SCHEDULE (TYPE S1)
6" WALL >3'-11"600T150-43 600S162-43
(2) #10 SMS EACH
SIDE
TRACK PER
(2) 0.157Ø HILTI 'X-U'
PDF W/ 1 1/4" EMBED
JAMB STUD
MAX
2"
A ANCHORAGE AT OPENING
JAMB STUD
PDF PER
4" MIN3/8"Ø x 2" EMBED HILTI
KB-TZ2 AS ALTERNATE
4A
S6.0-2
B JAMB SECTION AT OPENING
(1) #10 SMS
EACH SIDE
0.157Ø HILTI 'X-U' PDF
EACH SIDE W/ 1 1/4"
EMBED
JAMB STUD PER
SCHEDULE
MAX
2"
MAX
2"
4" MIN
C ANCHORAGE AT INTERIOR
JAMB STUD
PDF PER
3/8"Øx 2" EMBED
HILTI 'KB-TZ2'
AS ALTERNATE
EQ EQ
PDF PER TYP
4C
S6.0-2
3/8"Ø x 2" EMBED HILTI
KB-TZ2 AS ALTERNATE
D JAMB SECTION AT ENTERIOR
JAMB AT 8'-6">12'-6" OPENING
2" CONT
WELDS AT
ENDS 1/16 1-12
1/16 1-12
(2) 600S250-68 @ 6" WALL
(2) 400S250-68 @ 4" WALL
E TYP JAMB STUD
STUD WALL
OPENING SIZE
< 6'-0"
(2) 250S162-542 1/2"
400S162-544"
6" 600S162-43
6'-0" < W < 12'-6"
(2) 250S162-97
(2) 400S162-54
(2) 600S162-43
(2) 362S162-433 5/8" (2) 362S162-54
(3) #10 SMS
TO EACH STUD
WALL STUD
PLAN
BENT PL18GA 2x2x0'-4" LG
T&B W/ (2) #10 SMS EA LEG
BOX HEADER BM
RUNNER TRACK
EXTEND BEAM WEB
EA SIDE AND ATTACH
TO JAMB W/ (4) #10
SMS EA SIDE
JAMB STUD PER
BENT PL18GA 2x2x0'-4" LG
T&B W/ (2) #10 SMS EA LEG
BOX HEADER BM
B HEADER CONNECTION TO JAMB
RUNNER TRACK
EXTEND BEAM WEB
EA SIDE AND ATTACH
TO JAMB W/ (4) #10
SMS EA SIDE
JAMB STUD PER
4
S6.0-2
4
S6.0-2
A DBL STUD (ALT)A SINGLE STUD
JAMB ANCHOR
W/ WASHER
PER
JAMB STUD
(2) #12 SMS EA
SIDE
(4) #12 SMS EQ
SPACED, TYP
PL16GA x 3" TYP (WIDTH
TO MATCH DBL STUD @
24" OC AND 12" MAX
FROM EA END
DBL STUD (PER
STUD SCHEDULE)
STUD PER
2x WIDTH (MIN)
JAMB SCHEDULE
JAMB GAGEOPN WIDTH
PER STUD SCHEDULE< 4'-0"
18GA MIN4'-0" TO 8'-0"
16GA MIN8'-0" TO 12'-0"
STUD SCHEDULE
MIN
3"
A KONG STUD
4
S6.0-2
MAX SPAN
BETWEEN
SUPPORTS
4'-0"
5'-0"
FULL HEIGHT
WALL
CONNECTION
PER
TOP TRACK SCHEDULE
6'-0"
GA
20
18
16
3/S6.0-1
NOTE:
DO NOT USE 20GA TOP TRACK AT PARTIAL HEIGHT CASEWORK WALLS.
STUDS PER
SCHEDULE
(2) #12 SMS @ 12" OC
(2) 4"x16GA STUDS
CONT RUNNER TRACK T&B:
6" WALL: 600T150-54
4" WALL: 400T150-54
3 5/8" WALL: 362T150-54
W/ #12SMS @ 12" OC EA
FLANGE (DO NOT SPLICE)
A HEADER SECTION
(2) 6"x16GA
STUDS
4
S6.0-1
OPNG HEADER AT 6'-0" MAX OPENING
CONT RUNNER TRACK T&B:
6" WALL: 600T150-54
4" WALL: 400T150-54
3 5/8" WALL: 362T150-54
OPNG HEADER AT 6'-0" > -6" OPENING
CONT RUNNER TRACK:
6" WALL: 600T150-54
4" WALL: 400T150-54
3 5/8" WALL: 362T150-54
W/ (2) #12SMS @ 12" OC EA
FLANGE EA STUD
W/ (2) #12SMS @ 12" OC EA
FLANGE EA STUD
18400 Von Karman Ave., Suite 600
Irvine, CA 92612
O: 949.252.1022
F: 949.252.8082
www.kpff.com
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SHEET TITLE AND NO.
PROJECT:
CA REG.
Project Arch.-
-
2100588
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
7/26/2024 5:09:17 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS6.0-2
TYPICAL METAL
STUD DETAILS
JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S6.0-2; PD: MJS; PM: ES1" = 1'-0"3TYPICAL NON-BEARING STUD WALL BRACING
1/2" = 1'-0"1TYPICAL PARTITION WALL ELEVATION (20'-10" MAX)
1 1/2" = 1'-0"4JAMB SCHEDULE 1 1/2" = 1'-0"2HEADER & SILL DETAILS
1 1/2" = 1'-0"6TYPICAL BACKING PLATE DETAIL
1 1/2" = 1'-0"5ALTERNATIVE TO WELDED JAMB STUDS
NTS 7TOP TRACK SCHEDULE
2ISSUEDATE PERMIT SET 1ST ISSUANCEBID SETBID SET ADDENDUM-01BID SET ADDENDUM-03 FINAL PERMIT/CONFORM SET 09/29/202304/30/202405/16/202406/05/202408/02/2024REV # DESCRIPTION DATEA Bid Set Addendum R1 05.16.2024B Bid Set Addendum R3 06.05.2024C Conform Set 08.02.20241 Backcheck Rev-1 03.01.20242 Backcheck Rev-2 08.02.2024NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UC T U R ARLR
STER EDPLOFESSIONA
NERAIEENGIWILLIH.THO
RP.........
.
.
.
.
.......................................................EAMSTUDS PER
SCHEDULE
4
S6.0-1
(2) #12 SMS @ 12" OC
CONT RUNNER TRACK:
6" WALL: 600T150-54
4" WALL: 400T150-54
3 5/8" WALL: 362T150-54
W/ #12SMS @ 12" OC EA
FLANGE (DO NOT SPLICE) 12'
2 1/2" WALL: 250T150-54
2 1/2" WALL: 250T150-54
#216
#216
#216
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
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:
NOTES:
1. DO NOT CUT OR DAMAGE (E) REIN.
BARS. USE NON-DESTRUCTIVE
TESTING TO LOCATE (E) REINF STEEL
FOR POST INTALLED ANCHORS.
(E) CONCRETE WALL
(f'c = 2500 PSI MIN)
3"x3"x12GA x 0'-3" LG CLIP W/
1/2"Ø x 3 1/4" EMBED HILTI 'KB-
TZ2' TO WALL AND (4) #10 SMS
EQUALLY SPACED EA WAY)
TOP TRACK PER
STUD WALL, TYP
3
S6.0-1
400T150-54 LEDGER W/ (2) #10
SMS TO BOX HEADER STUD
(T&B) AND 3/8"Ø x 2" EMBED
HILTI 'KB-TZ2' @ 2'-0" OC
STAGGERED
TYP1 1/2"FROM LEDGER FLANGE, TYP
END BOX HEADER TRACK 1" MAX
(E) CONCRETE WALL
(f'c = 2500 PSI MIN)
NOTES:
1. DO NOT CUT OR DAMAGE (E) REIN.
BARS. USE NON-DESTRUCTIVE
TESTING TO LOCATE (E) REINF STEEL
FOR POST INTALLED ANCHORS.
16GA x 1 1/2" x 1 1/2" x STUD
WIDTH CLIP W/ (3) #10 SMS AT
EA LEG (EQUALLY SPACED),
TYP AT BOTH SIDES
BOX HEADER PER PLAN
1
1 MIN
1.5 MAX
TOP CONN
PER
(4) #10 SMS
CEILING PER ARCH
400S162-43 @ 16"
OC, TYP
400S162-43 BRACE
@ 48" OC
CONT 400T150-54 W/
(2) #10 SMS EACH
STUD
GLAZING PER ARCH,
CONTRACTOR TO VERIFY
SYSTEM CAM ACCOMODATE
1.5" VERTICAL MOVEMENT
FROM FLOOR ABOVE
TOP BRACE
CONN
PER 3
S6.0-1
3
S6.0-3
ASSEMBLY BY OTHERS
SHIM BLOCK
(E) CONC SLAB
3/8"∅HILTI 'KB-TZ2'
W/ 2" NOMINAL
EMBED @ 48" OC
(ICC ESR-4266)
GLAZING AND
ASSEMBLY
BY OTHERS
L3x3x16GA x 1'-3" LG W/ (2)
1/2"Ø HILTI 'KB-TZ2' W/
2" EMBED
(3) #10 SMS
1'-0" MIN
TYP
1 1/2"
WHERE BRACE DOES NOT ALIGN W/
LOW FLUTE OF DECKB
A PARALLEL TO DECK
PL10GAx0'-8" (GR50) W/
(2) 1/2"Ø HILTI 'KB-TZ2' W/
2" EMBED AT EACH LOW
FLUTE (SPACING=4" MIN)
1/16 3-6
1/16 3-6 (4) #14 SMS
AS ALTERNATE
B SECTION
TYP
1 1/2" MIN
L3x3x16GA x 1'-3" LG W/
(2) 1/2"Ø HILTI 'KB-TZ2' W/
2" EMBED (ICC ESR-4266)
(3) #10 SMS
TYP
1 1/2" MIN
C PERPENDICULAR TO DECK
TRIM FLANGE OF ONE
TRACK AND EXTEND
WEB OVER TRACK
TOP TRACK (TYP)TOP TRACK
(TYP)
(4) #10 SMS AT
TRACK WEBS
WALL STUD (TYP)
1"
1"
4"
1"
12"
4"
1"
(2) SMS OR (2) HILTI
X-U END OF EACH
TRACK PER
TOP TRACK
3" (TYP)
(3) #10 SMS EACH
SIDE OF SPLICE
(6 TOTAL PER
SIDE)
TOP TRACK
SPLICE PIECE SHALL BE
SAME
SIZE AND GA AS STUDS
A DETAIL
B DETAIL
3
S6.0-1
600T150-54
A SECTION
#10 SMS EA
STUD EA
FLANGE
(4) #10 SMS
@ 12" OC
POST PER
PLAN (MAX
HT = 8'-0")
STUD PER
SCHED
600S162-54
A
BOX TOP TRACK
(UNPUNCHED)
(2) #10 SMS OR
PDF EA TRACK
EA FLANGE
SISTERED STUD
TP POST W/ #10
SMS @ 6" OC OR
PDF @ 12" OC
STAGGERED
(E) CEILING
LEVEL
A SECTION
(E) CMU
WALL
(2) #10 SMS AT
EA CLIP
TOP TRACK
PER SCHED
CLIP L10GAx3x3x0'-3"
@ 36" OC W/ 1/4"Ø x 1
1/2" EMBED SIMPSON
TTN25134PFSS
STUD WALL PER
SCHED 4
S6.0-1
(2) 1/4"Ø x 1 1/2"
EMBED SIMPSON
TITEN SCREWS
STUD PER
SCHED
BOXED TOP
TRACK
L3x3x12GA W/ (1) 1/2"Ø x
2" EMBED HILTI 'KB-TZ2'
INTO (E) SLAB
(E) CONC SLAB
CONN AT TOP, BOT
AND MID-HEIGHT
OF STUD WALL
TYP
1/2" CLR
L3x3x12GA T&B W/
(2) #12 SMS TO
TOP TRACK9" MAX400S162-33 @ 16"OC
L3x3x10GA W/
(2) #10 SMS EA
LEG @ EA STUD
TYP
#8 SMS @ 16"OC EN/FN/BN
1/2" THK PLYWOOD SHTG
12" MINBOX BEAM PER PLAN
CEILING JOIST PER
6
S6.0-4
(E) DBL STUDS @ 16" OC
(E) CRC TIE (WHERE OCCURS)
400S162-48 @ 4'-0" OC
HORIZ & VERT
CLIP L3x3x3"x18 GA W/
(3) 1/4" SMS EA LEG
CONT 4"x18GA BK'G
PLATES PER
(E) C6
+/- VIF
9"
STUD TO BEAR
ON BACK'G PL
(6) 1/4" SMS
(4) 1/4" SMS
(E) 1 1/2" CRC
FRM'G FOR LATH
& PLASTER
B SECTION
A
6/S6.0-2
(E) PALSTER
& CRC FRM'G
4" VERT STUD 4" HORIZ STUD
CONT BACKING
PLATES
(E) DBL STUDS
A PLAN
NIR
No. S3866
Exp. 3/31/26G
TRE
TATSSE OFILACFO
UC T U R ARLR
STER EDPLOFESSIONA
NERAIEENGIWILLIH.THO
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SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
4/3/2025 11:57:31 AMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS6.0-3
TYPICAL METAL
STUD DETAILS
JOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S6.0-3; PD: MJS; PM: ES1 1/2" = 1'-0"4METAL STUD WALL TO (E) WALL CONN
1 1/2" = 1'-0"5BOX HEADER TO CONCRETE WALL
1 1/2" = 1'-0"6BOX HEADER TO BOX HEADER CONN1 1/2" = 1'-0"10SUSPENDED BULKHEAD
1 1/2" = 1'-0"11BOTTOM OF GLASS ANCHORAGE 1 1/2" = 1'-0"3TYPICAL BRACE CONN DETAIL
1" = 1'-0"1TYPICAL TOP TRACK AT CORNER
1" = 1'-0"2TYPICAL TOP TRACK SPLICE
1 1/2" = 1'-0"7LOW WALL TOP CONN TO POST
1 1/2" = 1'-0"8FURRING WALL TOP CONN
1 1/2" = 1'-0"9LOW WALL END CONN TO (E) STRUCT
1 1/2" = 1'-0"12PARAPET AT PORTAL
REV # DESCRIPTION DATE
ASI#020 ASI 04.03.2025
1" = 1'-0"13STUD DETAILMTL STUD WALLPER ARCH"S" PER SCHEDULE4'-0", TYP UNO4'-0", TYP UNO'S' PER SCHEDULE600S162-54 BRACE W/(3) #10 SMS EA END, TYPPARTITION WALL PERARCH CONTINUOUSTOP TRACK PER SCHED45°PLAN1 1/2" = 1'-0"2
CUT AND BEND BRACE FLANGE
TO FORM 1 1/4" RETURN W/ (2)
#10 SMS TO ADJACENT TRACK,
TYP EA SIDE. EA END
EXTEND BRACE WEB OVER
ADJACENT TRACK W/ (4) #10
SMS MIN, SPACED AT 1" OC
STAGGERED.
(PROVIDE 1" EDGE
DISTANCE, 1" END
DISTANCE) TYP EA END CEILING FRAMING ABOVE
WHERE OCCURS
2"x2" x 2" LG x 12GA W/ (2)
#10 SMS AT EA LEG. TYP
AT EA SIDE OF BOX
HEADER, AT EA BOX
HEADER WHERE OCCURS
400S162-54 BRACE
A
A SECTION
.
1 1/2" = 1'-0"2
(2) STUDS
BRACE SC
#10 SMS @ 36" OC W/
(8) #10 SMS @ 3/4" OC
AT ENDS
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
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:
1/2" Ø HILTI 'KB-TZ2' WEDGE ANCHORW/ 3 1/4" MIN EMBED(ICC ESR-1917)(E) CONC OVER MTLDECK PER PLAN1/2"Ø HANGER ROD TYP OF (2) LOCATIONSROD STIFFENER TYPUNISTRUT 'P1000 HS' BRACE (LENGTH = 9'-6" MAX), TYP'SPF200' W/ (2) 1/2"Ø MIN BOLTAND SPRING NUT TO BRACE.TYP EA BRACE, EA END.1/2"Ø HILTI 'KB-TZ2'W/ WASHER AT EAHANGER W/ 3 1/4"MIN EFF EMBED,TYPCOUPLER NUT TYPTYP2'-0" MAX LBTBLBTBTBTBTBTBLBLBLBLBLBLBPLAN: EXAMPLE LAYOUT(FOR REFERENCE ONLY)3"3"'H'CLEVIS HANGERNUT T&BPIPE CONDUIT4" Ø MAX1 MIN1MAX4" 'P1000 HS'BRACE (NS & FS)SPF200 EA SIDEOF PIPE CLAMPPIPE CLAMP1 MIN1LONGITUDINAL BRACENOTES:1. BRACING MAY BE OMITTED FOR PIPE/ CONDUIT WHEN 'H' IS LESS THAN OR EQUAL TO 12"2. IF 'H' IS GREATER THAN 12". THE MAX DIAMETER FOR UNBRACED PIPE SHALL BE 1" (2 1/2" FOR CONDUIT EXCLUSIVE).3. IF BRACING IS OMITTED. PROVIDE UNISTRUT M2050 SWIVEL CONN AT EA HGR ROD IN LIEU OF COUPLER NUT.4. SEE 3/S7.0-2 "TYPICAL PIPE/ CONDUIT WEIGHT AND MAX SUPPORT SPACING" FOR ADDITIONAL INFO.5. OMIT STIFFENER AT HANGER ROD AT LOCATIONS WHERE BRACE DOES NOT APPLY.6. PROVIDE TRANSVERSE BRACE (TB) @ 20'-0" OC MAX (PERPENDICULAR TO PIPE/ CONDUIT). ACTUAL SPACING PER 3/S7.0-2.7. PROVIDE LONGITUDINAL BRACE PAIR (LB) EVERY OTHER TRANSVERSE BRACE (PARALLEL TO PIPE/ CONDUIT).8. PROVIDE NO LESS THAN ONE LONGITUDINAL BRACE PAIR (LB) PER SPAN OF PIPE / CONDUIT.9. PROVIDE SUPPORTS AT 2'-0" MAX FROM LOCATIONS WHERE PIPE/ CONDUIT CHANGES DIRECTION.10. ALL STRUT COMPONENTS AND PIPE CLAMPS SHALL BE MANUFACTURED BY UNISTRUT.11. PROVIDE 1/2"Ø HHCS AND SPRING NUT AS REQUIRED FOR CONNECTION TO OPEN FACE OF STRUT TYP.12. SUBMIT PROPOSED LAYOUT FOR SEOR/AOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.13. CONTACT SEOR IF CONTENTS OF PIPE ARE CLASSIFIED HAZARDOUS MATERIAL.SEE NOTE (9)SNUG TIGHT TO EA NUTNUT SNUG TIGHTTO SWIVEL CONNHGR RODM20501/2"Ø HILTI 'KB-TZ2' W/ WASHER, TYPEMBED3 1/4" SWIVEL CONNECTIONIN LIEU OF COUPLER NUTWHEN BRACING IS OMITTED3/8" Ø x 1" HHCS'P1000 T''P2485' CRADLECLIP @ 12" OCHGR ROD PERSECTION'P3008' NUTASECTIONAT ROD STIFFENERIUEIHU9AS.OAFRANCN4 0 8 0HINSL11ALECRNDEN VA,N I N GCRAETCEI TSCSNNG R O U P7S506C07 182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATE PROJECT:CA REG.Project Arch.--------BID SETFINAL PERMIT/CONFORM SET 04/30/202408/02/202422575-0126 CIVIC CENTER PLAZASANTA ANACA 92701SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 927013/18/2025 1:19:08 PMAutodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvtS7.0-3EQUIPMENTANCHORAGEDETAILSJOB NUMBER: 2100588; JOB NAME: Santa Ana Library Renovation; SHEET: S7.0-3; PD: MJS; PM: ES1" = 1'-0"1TYPICAL SINGLE PIPE ANCHORAGEREV # DESCRIPTION DATE1 1/2"11L3x3x3/8 BRACE CUT AND BEND WEB AS SHOWN1 1/2"1 1/2"NIRNo. S3866Exp. 3/31/26GTRETATSSEOFILACFOUCTURARL
RSTEREDPLOFESSIONANERAIEENGIWILLIH.THORP............................................
.
.
.
.....................EAM1 1/2" = 1'-0"2ISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE:
TRTRZZZZZZZZZZZZZZZZZZZZ119120119119120118119119119
ROSS STREET CIVIC CENTER DRIVE140 Newport Center Drive,Suite 100Newport Beach, CA 92660O: 949.478.8800www.kpff.comCITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701SHEET TITLE AND NO.26 CIVIC CENTERPLAZASANTA ANACA 92701SANTA ANALIBRARYRENOVATIONC1.3-0GRADING PLANMATCHLINE SEE C1.3-1ISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE:
EVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLTR121122122121120120
120 120119
119122121120119119
119 1201
2
0
119119
1
1
9 120120
119119ROSS STREET
140 Newport Center Drive,Suite 100Newport Beach, CA 92660O: 949.478.8800www.kpff.comCITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701SHEET TITLE AND NO.26 CIVIC CENTERPLAZASANTA ANACA 92701SANTA ANALIBRARYRENOVATIONC1.3-1GRADING PLANMATCHLINE SEE C1.3-0ISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE:
ZZZZZZZZZZZZZZZZZZZZCIVIC CENTER DRIVEROSS STREET TREVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLTRTR140 Newport Center Drive,Suite 100Newport Beach, CA 92660O: 949.478.8800www.kpff.comCITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701SHEET TITLE AND NO.26 CIVIC CENTERPLAZASANTA ANACA 92701SANTA ANALIBRARYRENOVATIONC1.4-0PAVING PLANISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE:
ZZZZZZZZZZZZZZZZZZZZTREVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLTRTRCIVIC CENTER DRIVEROSS STREET
140 Newport Center Drive,Suite 100Newport Beach, CA 92660O: 949.478.8800www.kpff.comCITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701SHEET TITLE AND NO.26 CIVIC CENTERPLAZASANTA ANACA 92701SANTA ANALIBRARYRENOVATIONC1.4-1HORIZONTALCONTROL PLANISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE:
ZZZZZZZZZZZZZZZZZZZZTRTRTREVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLROSS STREET CIVIC CENTER DRIVESEE ENLARGEDPLAN "A", HEREONSEE ENLARGEDPLAN "A", HEREON12345678910CDEFGHGH140 Newport Center Drive,Suite 100Newport Beach, CA 92660O: 949.478.8800www.kpff.comCITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701SHEET TITLE AND NO.26 CIVIC CENTERPLAZASANTA ANACA 92701SANTA ANALIBRARYRENOVATIONC1.5-0UTILITY PLANISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE:
140 Newport Center Drive,Suite 100Newport Beach, CA 92660O: 949.478.8800www.kpff.comCITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701SHEET TITLE AND NO.26 CIVIC CENTERPLAZASANTA ANACA 92701SANTA ANALIBRARYRENOVATIONC5.0-2DETAILSCASE "A"SINGLE POSTISSUEDATE PERMIT SET 1ST ISSUANCEBID SETFINAL PERMIT/CONFORM SET 09/29/202304/30/202408/02/2024REV # DESCRIPTION DATE1 BACKCHECK REV-1 03.01.20242 CITY REVIEW REV-1 08.02.20243 CITY REVIEW REV-2 10.18.20244 CITY REVIEW REV-3 01.27.20255 CITY REVIEW REV-4 04.07.20256 CITY REVIEW REV-5 06.27.20257 CITY REVIEW REV-6 10.24.2025 REVIEWED FOR CONSTRUCTABILITY: 80470SEAN THOMAS. P.E. RCE NO:PRINCIPAL CIVIL ENGINEERDATE: RECOMMENDED FOR CONSTRUCTION: 62968JASON GABRIEL. P.E. RCE NO:PRINCIPAL CIVIL ENGINEER DATE:
1.A NEW TYPED PANELBOARD DIRECTORY CARD SHALL BE PROVIDED FOR ALL
PANELS UNDER THIS CONTRACT. NEW DIRECTORY CARDS SHALL BE LOCATED
ON THE INSIDE DOOR OF ASSOCIATED PANELS.
2.ALL NEW CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE
SUITABLE FOR 75 DEGREES AMPACITY CONDUCTORS.
I
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SHEET TITLE AND NO.
SHEET NOTES
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E0.1-5
PANEL SCHEDULES
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#008 ASI 04.11.2025
#164 RFI 05.02.2025
#009 ASI 06.04.2025
#027 ASI 08.18.2025
#009.2 ASI 09.30.2025
#009.2
ASI
#009.2
ASI
1. A NEW TYPED PANELBOARD DIRECTORY CARD SHALL BE PROVIDED FOR ALL PANELS UNDER THIS CONTRACT. NEW DIRECTORY CARDS SHALL BE LOCATED ON THE INSIDE DOOR OF ASSOCIATED PANELS.2. ALL NEW CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREES AMPACITY CONDUCTORS.IUEIHU9AS.OAFRANCN4 0 8 0HINSL11ALECRNDEN VA,N I N GCRAETCEI TSCSNNG R O U P7S506C07 182PRAO90AEUC+ER4SHEET TITLE AND NO.SHEET NOTESISSUEDATE PROJECT:CA REG.Project Arch.--------22575-0126 CIVIC CENTER PLAZASANTA ANACA 92701SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701ELECTRICAL-PLMUMBING-MECHANICAL1920 MAIN STREET, SUITE 820IRVINE, CA92614TEL: 949.516.6480BID SETFINAL PERMIT/CONFORM SET 04/30/202408/02/2024E0.1-6PANEL SCHEDULESREV # DESCRIPTION DATE#008 ASI 04.11.2025#141 RFI 04.21.2025#009.1 ASI 07.16.2025#003 ASI 11.27.2024#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI
1. ALL FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL, DAMP, OR WET AS
REQUIRED BY LOCAL CODES.
2. ALL FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR INSTALLATION
ACCORDING TO ALL CALIFORNIA ELECTRICAL CODES.
3. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACTOR SHALL
VERIFY ALL LOCATIONS AND RECESS DEPTHS.
4. ALL LAMPS SHALL BE INSTALLED ACCORDING TO THE ATTACHED FIXTURE
SCHEDULE.
5. CONTRACTOR SHALL VERIFY FINAL VOLTAGES AND CEILING TRIM
COMPATIBILITY PRIOR TO ORDERING FIXTURES.
6. CEILING THICKNESS IN EXCESS OF 3/4" SHALL BE IDENTIFIED IN WRITING BY
CONTRACT.
7. PROVIDE APPROVED FIRE-RATED ENCLOSURES FOR ALL LIGHTING
FIXTURES LOCATED IN A FIRE-RATED CEILING.
8. WALLS DIRECTLY ILLUMINATED SHALL BE INSTALLED AND FINISHED IN A
MANNER TO ELIMINATE SHADOWS OR BLEMISHES (I.E. HANG DRY WALL
VERTICALLY).
9. ANY FIXTURE SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND
OWNER'S REPRESENTATIVE PRIOR TO BID. CONTRACTOR MUST BE
PREPARED TO SUPPLY A SAMPLE AND/OR PHOTOMETRIC DATA IF
REQUESTED.
10. OUTDOOR LIGHTING FIXTURES THAT ARE USED TO ILLUMINATE A
PREMISES, ARCHITECTURAL FEATURE OR LANDSCAPE FEATURE ON
PRIVATE PROPERTY SHALL BE DIRECTED, SHIELDED, OR LOCATED IN SUCH A
MANNER THAT THE LIGHT SOURCE IS NOT VISIBLE OFFSITE, TO MINIMIZE
LIGHT EMISSION ABOVE THE HORIZONTAL PLANE AND SO THAT LIGHT DOES
NOT FALL ONTO SURROUNDING PROPERTIES OR CREATE GLARE HAZARDS
WITHIN PUBLIC RIGHTS-OF-WAY.
11. ALL EMERGENCY BATTERY PACKS SHALL BE FURNISHED WITH 90-MIN
MINIMUM BACK UP CAPABILITY AND PROVIDE NO LESS THAN 1/3 OF THE FULL
LUMEN OUTPUT OF ANY INDIVIDUAL LAMP. LED LIT, TEST SWITCHES TO BE
INTEGRAL TO FIXTURE, NOT REMOTE MOUNTED. CONTRACTOR SHALL
ENSURE THAT A MINIMUM OF 1-FOOTCANDLE IS PROVIDED AT FLOOR LEVEL
ALONG PATH OF EGRESS.
12. LIGHTING INSTALLED IN CORRIDORS AND STAIRWELLS SHALL BE
CONTROLLED BY OCCUPANT SENSING CONTROLS THAT SEPARATELY
REDUCE THE LIGHTING POWER BY AT LEAST 50% WHEN THE SPACE IS
UNOCCUPIED.
13. LIGHTING CONTROL DEVICES AND SYSTEMS, BALLASTS AND LUMINARIES
SHALL COMPLY TO 2022 CENC, SECTION 110.9.
14. SHADED FIXTURE INDICATES EGRESS FIXTURE WITH 90 MIN. BATTERY
BACKUP OR CONNECTED TO BUILDING LIGHTING INVERTER.
15. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC
1013.3)
16. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN
ACCORDANCE WITH UL 924. (CBC SECTION 1013.5
17. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A
DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF
STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE
INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN
ACCORDANCE WITH SECTION 2702.
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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
#024
ASI
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REV #DESCRIPTION DATE
#005 ASI 11.27.2024
#184 RFI 05.19.2025
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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
E1.0-1
ELECTRICAL
POWER SITE PLAN
1/16" = 1'-0"1 ELECTRICAL SITE PLAN
GENERAL NOTES
KEY NOTES
1 PROVIDE 13" X 19" HANDHOLE TO TERMINATE NEW CONDUITS WITH PULL
STRINGS FOR FUTURE EV CHARGERS. PROVIDE WITH FLUSH SOLID BOLT
DOWN COVER AND MARKING PLATE "EV CHARGER INFRASTRUCTURE".
1.ALL OUTDOOR EQUIPMENT SHALL BE WEATHERPROOF (NEMA 3R)
ENCLOSURE.
2.ALL OUTDOOR RECEPTACLES SHALL BE PROVIDED AS GFCI, WEATHER
RESSITANT AND WITH WHILE-IN-USE COVERS.
3.ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND
OFFSET MINIMUM 24 INCHES.
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 DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO
ROUGH-IN.
6.EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL
CONFORM TO CEC, ARTICLE 300.22(C).
7.PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN
CIRCUITRY
8.PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT WHERE
OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE COMBINED INTO
ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE
(9) CURRENT CARRYING CONDUCTORS. WHERE MULTIPLE CONDUCTORS
IN EXCESS OF THREE (3) ARE INDICATED ON THESE DRAWINGS, THEY
HAVE BEEN DERATED AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS.
9.NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED IN
HARD LID CEILING AREAS (UNLESS ACCESS PANEL IS PROVIDED.
COORDINATE WITH ARCHITECT.) RELOCATE ANY EXISTING EQUIPMENT, J-
BOXES, ETC. TO ACCESSIBLE CEILING AREA.
10. ALL DISCONNECT SWITCHES SHALL BE MOUNTED STRUCTURALLY AND
INDEPENDENT OF THE EQUIPMENT THEY ARE SERVING.
11. DISCONNECT SWITCHES SHALL BE MOUNTED ON THE WALL WITHIN
SIGHT OF EQUIPMENT IT SERVES.
12. REFER TO CIVIL DRAWINGS FOR UNDERGROUND UTILITIES.
2 CONTRACTOR SHALL PROVIDE 1-1/4" C TO PANEL LBB IN MAIN
ELECTRICAL ROOM FOR FURTURE EV CHARGER. CONTRACTOR SHALL
INSTALL PULL-STRING FOR CONDUIT RUN. CONTRACTOR SHALL INSTALL
HANDHOLES AS NEEDED FOR COMPLETE ELECTRICAL INSTALLATION.
COORDINATE EXACT ROUTING IN THE FIELD AND REFER TO CIVIL
DRAWINGS FOR EXISTING UTILITY ON SITE.
3 CONTRACTOR SHALL PROVIDE 1-1/2" C TO PANEL LBB IN MAIN
ELECTRICAL ROOM FOR FURTURE EV CHARGER. CONTRACTOR SHALL
INSTALL PULL-STRING FOR CONDUIT RUN. CONTRACTOR SHALL INSTALL
HANDHOLES AS NEEDED FOR COMPLETE ELECTRICAL INSTALLATION.
COORDINATE EXACT ROUTING IN THE FIELD AND REFER TO CIVIL
DRAWINGS FOR EXISTING UTILITY ON SITE.
4 EXISTING POWER CONNECTION SERVING EXISTING TO REMAIN
IRRIGRATION CONTROLLER.
REV # DESCRIPTION DATE
#027 ASI 08.18.2025
#009.2 ASI 09.30.2025
5 PROVIDE 208V 1-PHASE FOR DUPLEX PUMPS AND 120V POWER
CONNECTIONS FOR CONTROLS FOR NEW STORM WATER PUMP SYSTEM
ON SITE. CONTRACTOR SHALL PROVIDE PUMP CONTROLLER WITH
INTEGRAL DISCONNECT AND OVERCURRENT PROTECTION DEVICES FOR
EACH DUPLEX PUMP. COORDINATE EXACT LOCATION OF NEW PUMP
CONTROLLER IN THE FIELD PRIOR TO INSTALLATION.
6 PROVIDE PRECAST 13"X19" JUNCTION BOX, REFER TO SHEET E6.0-4/06
W ITH REINFORCED STEEL PLATE TRAFFIC BOLT DOWN COVER AND LABEL
AS ELECTRICAL FOR CONNECTIONS TO DUPLEX STORM WATER PUMPS.
COORDINATE EXACT LOCATION OF NEW JUNCTION BOX IN THE FIELD
PRIOR TO INSTALLATION.
7 EXTEND CONDUITS INTO NEW STORM WATER PUMP VAULT AS SHOWN.
PROVIDE WATERTIGHT MECHANICAL WALL SEALS (LINK-SEAL® OR
APPROVED EQUAL) AT ALL CONDUIT PENETRATIONS. SEAL ALL
RACEWAYS ENTERING THE VAULT FROM UNDERGROUND WITH LISTED
SEALING FITTINGS OR COMPOUNDS TO PREVENT MOISTURE OR VAPOR
MIGRATION IN ACCORDANCE WITH NEC 300.5(G) AND 300.7(A). ALL
CONDUITS, FITTINGS, AND ENCLOSURES WITHIN THE VAULT SHALL BE
LISTED AND RATED FOR WET LOCATIONS, CORROSION RESISTANT, AND
INSTALLED WATERTIGHT.
8 PROVIDE LEGRAND GROUND BOX XB814 WITH (2) 5-20 OUTDOOR RATED
GFCI RECEPTACLES (XB814C520C2GY) TO BE INSTALLED IN CONCRETE
FLOOR. COORDINATE EXACT LOCATION WITH ARCHITECT ON-SITE.
9 PROVIDE LEGRAND GROUND BOX XB814 WITH (2) 5-20 OUTDOOR RATED
GFCI RECEPTACLES (XB814C520C2GY) TO BE INSTALLED IN WOOD DECK.
COORDINATE EXACT LOCATION WITH ARCHITECT ON-SITE.
10 PROVIDE LEGRAND OUTDOOR POWER DEDESTAL, 2-GANG DEVICE PLATE
WITH HINGED COVER (XPP2G16C-XX, FINISH TO BE DETERMINDED BY
ARCHITECT). PROVIDE WITH TWO WEATHER PROOF GFCI RECEPTACLES.
COORDINATE EXACT LOCATION WITH ARCHITECT ON-SITE.
11 PROVIDE LEGRAND OUTDOOR POWER DEDESTAL, 2-GANG DEVICE PLATE
WITH HINGED COVER (XPP2G16C-XX, FINISH TO BE DETERMINDED BY
ARCHITECT). PROVIDE WITH (1) 14-50 RECEPTACLE AND ONE (1) 5-20
WEATHERPROOF GFCI RECEPTACLE. COORDINATE EXACT LOCATION
WITH ARCHITECT ON-SITE.
#009.2
ASI
#009.2
ASI
2T2TFTFTJJJJJJELECTRICAL1122334455667788991010CCDDEEFFHHSTUDY202VESTIBULESEATING200AHISTORY222STAFFRESTROOM2T3ALLGENDERRESTROOM2T2YOUNGADULT211MAKERSTORAGE216STUDY201+42"+60"+42"+42"+42"YA STUDYBOOTH211A54''553+42"+42"STAFFMEETINGROOM221OFFICE223STAFFOFFICE224OFFICE226OFFICE2251L2ML2AL2LJAN.RM21722211113(E) SMR ON RAILINGDOWN TO BELOWL2A-16,18,&206ELEC. RM.218INV-2DDC3VIDEOEDITINGBOOTH213STUDY220ALLGENDERRESTROOM2T1STORAGE200B11L2L-40,425464642242424444#10L2A-1&355777L2A-5&731L2A-9&11&13#10999111111131313 131#10#10#10#10L2A-15&17151515175L2A-3333333333L2A-25,27L2A-61&63L2A-3553535353531L2A-3133L2A-19&213131314L2A-39&413941373737L2A-3710222L2A-222444L2A-4L2A-5372122L2A-32323232325688L2A-6&8&1031021010MAKERSPACE21218181820182022222220L2A-18&20&22VIDEORECORDINGBOOTH21424&2624L2A-24&26L2A-28&3028&30283D PRINTERL2A-12&14&16121214162244L2A-48,509L2A-38&4038384038L2A-34&3684646L2A-42&44&461128&3024&26L2A-721212717172352L2A-555555552241 4128&3024&2646L2A-234L2A-2944L2A-59441240844IUEIHU9AS.OAFRANCN4 0 8 0HINSL11ALECRNDEN VA,N I N GCRAETCEI TSCSNNG R O U P7S506C07 182PRAO90AEUC+ER4SHEET TITLE AND NO.NISSUEDATE PROJECT:CA REG.Project Arch.--------22575-0126 CIVIC CENTER PLAZASANTA ANACA 92701SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701ELECTRICAL-PLMUMBING-MECHANICAL1920 MAIN STREET, SUITE 820IRVINE, CA92614TEL: 949.516.6480BID SETFINAL PERMIT/CONFORM SET 04/30/202408/02/2024E2.4-3ELECTRICALREMODEL SECONDFLOOR POWERPLAN1/8" = 1'-0"1ELECTRICAL NEW POWER PLAN - SECOND FLOOR1. 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 TOCEC, ARTICLE 300.22(C).5. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY6. 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.4PROVIDE RECEPTACLE AND 120V POWER CONNECTION TO SERVEFAUCET AND SOAP DISPENSER. PROVIDE RECEPTACLE AND 120V POWERCONNECTION TO SERVE HAND DRYER MOTOR. ELECTRICAL BOXES NEEDTO BE VERTICALLY, FLUSH MOUNTED TO BACKING MATERIAL, TO ALLOWPLUMBING AND COMPONENT CLEARANCE. COORDINATE EXACT LOCATIONAND REQUIREMENTS IN THE FIELD.3PROVIDE POWER CONNECTION TO DRINKNG FOUNTAIN. COORDINATEEXACT LOCATION AND REQUIREMENTS IN THE FIELD.2CONTRACTOR TO PROVIDE POKE-THRU BOX, SIMILAR TO TYPE "FP4"SPECIFIED AND PROVIDED BY TELECOM/AUDIOVISUAL CONTRACTOR, SEESHEET TN9.0-7. CONTRACTOR TO PROVIDE RECEPTACLECONFIGURATION AND CIRCUITING AS SHOWN ON THE DRAWINGS.1REFER TO TELECOM DRAWINGS FOR 2 HOUR FIRE RATED POKE-THRUBOX MODEL. CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATIONAS SHOWN ON THE DRAWINGS.GENERAL NOTESKEY NOTES5REFER TO TELECOM/AUDIOVISUAL DRAWINGS SHEET TA9.1-2 FOR TVWALL MOUNT BOX FOR MAKE AND MODEL. WALL BOX PROVIDED BYTELECOM OR AUDIOVISUAL CONTRACTOR, COORDINATE IN THE FIELD.CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION ANDCIRCUITING AS SHOWN ON THE DRAWINGS.6CONTRACTOR TO INTERCEPT EXISTING CIRCUITS SERVING EXISTING TOREMAIN SURFACE MOUNTED RACEWAY LOCATED ON RAILING.CONTRACTOR SHALL PROVIDE THREE (3) CIRCUITS TO EXISTINGRACEWAY AND RECIRCUIT AND LABEL RECEPTACLES AS NEEDED, FOR ACOMPLETE INSTALLATION FOR EXISTING TO REMAINRACEWAY/RECEPTACLE.7CONTRACTOR TO INTERCEPT EXISTING CIRCUITS SERVING EXISTING TOREMAIN RECEPTACLES LOCATED IN MEZZANINE LEVEL ABOVE.COORDINATE SCOPE OF WORK IN THE FIELD.8CONTRACTOR TO PROVIDE MOTOR RATED SWITCH AND POWERCONNECTION TO PROJECTION SCREEN MOTOR. COORDINATE EXACTREQIREMENTS AND LOCATION IN THE FIELD.9CONTRACTOR TO PROVIDE CEILING MOUNTED RECEPTACLE FORPROJECTOR. COORDINATE EXACT REQIREMENTS AND LOCATION IN THEFIELD.10CONTRACTOR TO PROVIDE MOTOR RATED SWITCH AND POWERCONNECTION TO SMOKE CURTAIN. PROVIDE FIRE ALARM CONNECTIONAND COORDINATE WITH FIRE ALARM DESIGN-BUILD CONTRACTOR.COORDINATE EXACT REQIREMENTS AND LOCATION IN THE FIELD.11CONNECT INVERTER TO PANELBOARD AND CIRCUIT NUMBER AS SHOWNAND INDICATED USING 1"C, 2#4, 1#10GND.12CONNECT TO UNDERCABINET LIGHTING AS SHOWN ON E3.0-3.REV # DESCRIPTION DATE#020 ASI 03.21.2025#008 ASI 04.11.2025#009.1 ASI 07.16.2025#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI#009.1ASI
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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
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
E3.0-1
ELECTRICAL
REMODEL
BASEMENT
LIGHTING PLAN
1/8" = 1'-0"1 ELECTRICAL REMODEL BASEMENT LIGHTING PLAN
1 CONTRACTOR SHALL IN AREAS WITH EXPOSED CEILING, INSTALL ALL
WIRING IN EMT CONDUIT AS DESCRIBED IN GENERAL NOTE 14 ABOVE.
JUNCTION BOXES, OCCUPANCY SENSORS, ETC. SHALL BE MOUNTED AT
THE SAME HEIGHT AS THE LIGHT FIXTURE. (TYPICAL COMMENT
THROUGHOUT THE SCOPE OF WORK AREA)
2 PROVIDE LINE VOLTAGE OCCUPANCY SENSOR FOR THE AREA.
3 FIXTURE SHALL BE MOUNTED AT +8'AFF. COORDINATE EXACT LOCATION
IN THE FIELD.
4 EXIT SIGNS SHALL BE CONNECTED TO INVERTER PANEL INV-1-15. EXTEND
BRANCH CIRCUIT (CONDUIT AND WIRES (2#10 & 1#10 GND)) TO ALL EXIT
SIGNS.
GENERAL NOTES
KEY NOTES
5 CONTRACTOR TO PROVIDE CONNECTION FROM NEAREST RECEPTACLE
AS SHOWN ON E2.4-1 FOR CONNECTION TO UNDERCABINET LIGHTING
SYSTEM. PROVIDE UNDERCABINET LIGHTS, JUMPER CONNECTIONS, AND
IN-WALL FEED CONNECTION FOR A COMPLETE SYSTEM.
6 CONTRACTOR TO PROVIDE CONNECTION FROM NEAREST RECEPTACLE
AS SHOWN ON E2.4-1 FOR CONNECTION TO UNDERCABINET LIGHTING
SYSTEM. PROVIDE UNDERCABINET LIGHTS, JUMPER CONNECTIONS, AND
IN-WALL FEED CONNECTION FOR A COMPLETE SYSTEM.
7 EXIT SIGN SHALL BE STEM MOUNTED FROM STRUCTURAL DECK.
COORDINATE EXACT HEIGHT IN THE FIELD.
8 EXIT SIGN SHALL BE CEILING MOUNTED.
9 EXIT SIGN SHALL BE WALL MOUNTED.
REV #DESCRIPTION DATE
#005 ASI 11.27.2024
#212 RFI 07.09.2025
#024 ASI 10.10.2025
#024
ASI
#024
ASI
FEC
FECOS
J
DDDDOSOS
OS OS
OS
OS
OS
OS
DOS
OS
OSOS
OS
OS
OS
OS
D
OS OSOSOS OSOS
OS
OS
OS
OS
OS
OSOS
OSOS
OS
J
OS
OS
OS
OS
J
J
OS
OS
OSJ
J
J
OS
J1
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
EMEM
EM EM
R2 R3
L1L-9 VIA
LCP-1-R2
9R2
9R29R2
9R2
9R3
3R23R2
3R23R2
a
EM
a
EM EMa
a
5a 5a
a5a
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
1 (TYP.)
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
B211cB2B211c11c
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
#024
ASI
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
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
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.
#024
ASI
#024
ASI
#024
ASI
#024
ASI
#024
ASI
#024
ASI
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
FECFECFEC DOS
OS
OS
OS
D
OS
OS
OS
OS
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OS
OSDOS
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1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
YOUNG
ADULT
211
STUDY
201?
?
VESTIBULE
SEATING
200A
JAN.RM
217
ALL
GENDER
RESTROOM
2T1
ALL
GENDER
RESTROOM
2T2
STAFF
RESTROOM
2T3
STUDY
220
STAFF
MEETING
ROOM
221
HISTORY
222
STAFF
OFFICE
224
OFFICE
226
OFFICE
225
OFFICE
223
STUDY
202 STORAGE
200B
YA STUDY
BOOTH
211A
MAKER
STORAGE
216
A1
A1
A1
A1
A1A1
A1 A1
A1
X
X
X
X
A1
A1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1 B1
B1
A1
A1
A1A1
A1
A1 A1
A1
A1A1
A1
A1 A1
A1
B1
B1
B1A1A1
A1
A1
B1
B1B1
A1
A1
A1
A1
A1
A1
A1A1
A1
A1
B1
B1B1
A1
A1
B1
B1 B1
A1
A1
B1
B1
1(TYP)
A1
A1
A1
c,d
ab
a
a
a
a
a,b,c
a
a
a
a
B1
B1
B1
B1
B1B1B1
ADULT
STACKS
200
EM
5
B1B1
A1
A1
A1
A1
A1
A1
B1
B1
B1
B1
B1
B1 B1
B1 B1
B1
B1B1
B1 B1
C1
A1
B1B1
ELEC. RM.
218 VIDEO
EDITING
BOOTH
213
X
ER
ER
ER
ER
A1
A1
A1 A1
C1
A1
A1A1
A1
A1 A1
B1
B1
B1
B1
B1
B1
B1
B1
2a
a,b
2a
a,b
2a
2a
a,b
a,b2a
2a
2a
2a
A1
c,d
7c 2c 2c
2c 2c 2c
2c
2d
2d
2dEM
EM
c,d
2a
2aa
a
c,d
2d
2d
EM
a,b
a,b
EM
7a
7a
4a
4a4a
4a
4a 4a
4aEM
7a
4b
4b
4b
4b
4b 4b 4b
4b
4b
4b
4b
L2L-2&4
a,b
7a
EM
4a
4a
A1
a
a
4a
7a
EM
a
a 2 2
EM
a
2
EM
6a
6a
7a
B1
EM
EM
7a
B1
EM 7a
7aEM
B1
7a 7a6a 6a
EM
EM 7a
7a
6a 6a
INV-2-7
a
7aEM
26a
6a
6a
a
L2L-6&16
EM
EM EM
EM
EM
6R1
6R1
6R1
6R1
6R1
7R1
7R1
7R1
7R1
7R1
6R1
L2L-6 VIA
LCP-2-R1
INV-2-7 VIA
ELCP-2-R1
EM
7a
C1
EM
8a
C1
6a
2
8a 8a
A1
A1
A1
L2L-38
C1 C1EM EM
8a 8a
C1
EM
8a
EM
EM EM
8a
8a
8a
8a
a
INV-2-8
a,b
8b
8a 8a 8a
8a8a
8a
8a8a
8a
8a
EM
EM
8a
8a
8a8a 8a8a
a a22
L2L-8
10b
10b
10b
10b
10b
10b
10b
10b
10b
10a
EM 10a
10a10a
10a
10a 10a
10a
10a 10a
8a
8a
EM
8a
EM
8a
EM8a
EM
10a
a,b,c
a,b,c
a,b,c
10c
10c
10c
a,b,c
L2L-10
EM
6
6
6
6
INV-2-9 VIA
ELCP-2-R2
INV-2-12 VIA
ELCP-2-R2
INV-2-10 VIA
ELCP-2-R3
INV-2-11 VIA
ELCP-2-R4
MAKER
SPACE
212
B1
INV-2-7 VIA
ELCP-2-R1
EM
a,b
L2L
INV-2
LCP-1
L2L-29
ELCP-2
7
J2
J2
J1 J1 J1
7
X 4
(TYP.)
X 4
4
X
X
4
4
C1 16
9
9
8
9
9
9
8
XF 109
XF 10
9
3 7R16R1ER 6
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
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CRAE
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2
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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
E3.0-3
ELECTRICAL
REMODEL SECOND
FLOOR LIGHTING
PLAN
1/8" = 1'-0"1 2 -ELECTRICAL RCP PLAN -SECOND FLOOR
1 LIGHTING IN THIS AREA SHALL BE CONTROLLED VIA TIMECLOCK
CONTROLS. OVERRIDE SWITCHES AND OCCUPANCY SENSORS SHALL
ONLY WORK DURING OFF HOURS.
2 PROVIDE LINE VOLTAGE OCCUPANCY SENSOR FOR THE AREA.
GENERAL NOTES
KEY NOTES
3 MANUAL OVERRIDE SWITCH FOR VESTIBULE LIGHTING SWITCH SHALL BE
IN-ACCESSIBLE DURING NORMAL BUSINESS HOURS.
6 EXISTING ROWS OF LED LIGHTING IN HIGH CEILINGS TO REMAIN.
CONTRACTOR SHALL RECONNECT EXISTING LIGHTING CIRCUITS AND
ROUTE THROUGH NEW LIGHTING CONTROL PANEL. LIGHTING INVERTER
AND PANELBOARD AS SHOWN AND INDICATED ON THE DRAWINGS.
INTERCEPT OF EXISTING CONDUITS AND CIRCUITS SHALL OCCUR IN THE
ATTIC SPACE.
4 EXIT SIGNS SHALL BE CONNECTED TO INVERTER PANEL INV-2-14. EXTEND
BRANCH CIRCUIT (CO0NDUIT AND WIRES (2#12 & 1#10 GND)) TO ALL EXIT
SIGNS.
5 INTERCEPT EXISTING POWER CONNECTION FOR LIGHTING SERVING
ATTIC SPACE. REROUTE THROUGH NEW PANELBOARD.
7 CONTRACTOR TO PROVIDE CONNECTION FROM NEAREST RECEPTACLE
AS SHOWN ON E2.4-3 FOR CONNECTION TO UNDERCABINET LIGHTING
SYSTEM. PROVIDE UNDERCABINET LIGHTS, JUMPER CONNECTIONS, AND
IN-WALL FEED CONNECTION FOR A COMPLETE SYSTEM.
8 EXIT SIGN SHALL BE CEILING MOUNTED.
9 EXIT SIGN SHALL BE WALL MOUNTED.
10 EXIT SIGN SHALL BE FLAG MOUNTED (ES MODEL UNDER MOUNTING).
#024
ASI
REV #DESCRIPTION DATE
#005 ASI 11.27.2024
#021 RFI 03.28.2025
#212 RFI 07.09.2025
#281.1 RFI 10.08.2025
#024 ASI 10.10.2025
#024
ASI
#024
ASI
#024
ASI
#024
ASI
#024
ASI
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7
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0718
2
P
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90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
E5.0-1
INTERIOR ENERGY
CODE
COMPLIANCE
FORMS
#024
ASI
#024
ASI
#024
ASI
#024
ASI
#024
ASI
#024
ASI
#024
ASI
REV #DESCRIPTION DATE
#024 ASI 10.10.2025
#024
ASI
I
U
E
I
H
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9
AS.O
A
FRAN CN
4 0 8 0
H
I
N
S
L11
AL
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CR
N D EN VA
,N I N G
CRAE
TCEIT
SC
S
N
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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
E7.0-2
FIRST FLOOR
EMERGENCY
PHOTOMETRIC
PLAN
#024
ASI
#024
ASI
#024
ASI
REV #DESCRIPTION DATE
#024 ASI 10.10.2025
EF
B-1
EF
B-2
EF
2-2
EF
2-3
EF
2-1
EF
1-1
EF
1-2
SF
B-1
EF
2-4
AHU
B-1
AHU
1-1
CHWP
1-1, 2
HWP
1-1, 2
HX
1
FC
B1-1
CU
B1-1
FC
B1-1
AIR HANDLING UNIT SCHEDULE
STEAM-TO-WATER HEAT EXCHANGER SCHEDULE
PUMP SCHEDULE
ARCHIVES AC UNITS - AIR COOLED SCHEDULE
AIR-COOLED CONDENSING UNIT SCHEDULE
EXHAUST FAN SCHEDULE
SUPPLY FAN SCHEDULE
TAG
NOTES
1. PROVIDE VFDS FOR SUPPLY FANS. PROVIDE INVERTER-DUTY MOTORS WITH SHAFT GROUNDING DEVICE OR INSULATED BEARINGS.
2. PROVIDE FACTORY-INSTALLED INTERNAL WIRING TO FAN MOTORS AND GFCI CONVENIENCE RECEPTACLES AS NECESSARY FOR SINGLE POINT OF ELECTRICAL CONNECTION.
3. PROVIDE (2) 120-V GFCI CONVENIENCE RECEPTACLES
4. PROVIDE VIBRATION ISOLATION AND SEISMIC RESTRAINT PER SPECIFICATIONS.
5. SEE M4.0-2 FOR INSTALLATION DETAIL.
6. PROVIDE SMOKE DETECTORS ON THE SUPPLY FOR AUTOMATIC UNIT SHUTDOWN.
7. PROVIDE NEMA PREMIUM EFFICIENCY MOTORS ON ALL FANS.
8. PROVIDE AIRFLOW MEASUREMENT STATIONS AT SUPPLY FAN
9. PROVIDE MAGNEHELIC DIFFERENTIAL PRESSURE GAUGES ACROSS EACH FILTER BANK. "RED LINE" GAUGES TO INDICATE CHANGE-OUT PRESSURE DROP.
10. PROVIDE UVC LIGHT BANK DOWNSTREAM OF THE COOLING COIL.
MFR &
MODEL
YORK
LOCATION
BASEMENT
AREA
SERVED
FIRST & SECOND FLOOR
SUPPLY FAN
AIR
FLOW
(CFM)
35,000
MIN
OSA
(CFM)
3500
ESP
(IN.WG.)
TSP
(IN.WG.)
QTY
4
BHP
9.75
DRIVE
DIRECT
V/PH
COILS
COOLING/
HEATING
COOLING
HEATING
TOTAL
(MBH)
1384
N/A
SENS
(MBH)
908
-----
EAT
DB/WB
(ºF)
80 / 67
-
LAT
DB/WB
(ºF)
55.9 / 53.8
-
EWT
(ºF)
40
-
LWT
(ºF)
50
-
FLOW
(GPM)
276.4
-
WPD
(FT.H2O)
6.6
-
ROWS/
FPI
4 / 11
-
PRE-FILTER
SIZE
(12)20"X20"X1"
MERV
8
FINAL FILTER
SIZE
(8)20"X24"X2"
MERV
13
UNIT
SIZE
(L"xW"xH")
152X120X102
OPER.
WT.
(LBS)
6018
NOTES
1-10
FIRST FLOOR YOUTH STACKS (1)24"X24"X1" 8 (1)24"X24"X2" 13 96X54X33 1600 1-10
3,000 850 1.50 3.15 1 2.30 DIRECT
COOLING
HEATING
144
254
93
-----
80 / 67
20.0
51.3 / 50.5
100.3
40
180
55.1
140
18.9
13.1
9.9
9.5
6 / 10
2 / 11
460/3
460/3
4.202.00
XTI-96x120
TAG
NOTES
1. HEAT EXCHANGER SHALL BE CONSTRUCTED ACCORDING TO ASME REQUIREMENTS FOR PRESSURE AND TEMPERATURES
2. PROVIDE UNIT RATED FOR ASME WORKING PRESSURE OF 150 PSIG.
MFR &
MODEL
BELL & GOSETT
LOCATION
BASEMENT
SYSTEM
SERVED
HYDRONIC HOT WATER
TYPE
SHELL & TUBE
STEAM PRESSURE
(PSI)
80
FLOW RATE
(LBS/HR)
120
UNIT
SIZE
(L"xW"xH")
76 X 6-5/8 X 10-1/2
OPER.
WT.
(LBS)
170
NOTES
1,2
TAG
NOTES
1. VFD PROVIDED BY MECH CONTRACTOR, WIRED BY ELEC CONTRACTOR. PROVIDE INVERTER-DUTY MOTOR WITH SHAFT GROUNDING DEVICE OR INSULATED BEARINGS.
2. PROVIDE NON-OVERLOADING MOTOR WITH ODP ENCLOSURE.
3. PROVIDE NEMA PREMIUM EFFICIENCY MOTOR.
4. PROVIDE WITH FLANGE SUPPORTS
5. PROVIDE WITH INTEGRATED SENSORLESS CONTROL
MFR &
MODEL
BELL & GOSSET
LOCATION
BASEMENT
SYSTEM
SERVED
CHILLED WATER
TYPE
SPLIT COUPLED TWIN
FLOW
(GPM)
300
HEAD
(FT.WG.)
40
DUTY POINT
EFF.
(%)
77.9
RPM
1707
BHP
3.88
ELECTRICAL
HP
5
V/PH
480/3
OPER.
WT.
(LBS)
-
NOTES
1-5
BELL & GOSSET BASEMENT HOT WATER
CENTRIFUGAL
70 20 62.1 1526 .565 1.0 480/3 - 1-5
SU-66-2
INLET STEAM
e-82SC INLINE
e-82SC
2.5X2.5X7
4X4X7
SPLIT COUPLED TWIN
CENTRIFUGAL
INLINE
YORK
XTI-33x54
TAG
NOTES
1. FUSED DISCONNECT PROVIDED BY ELEC CONTRACTOR.
2. COOLING CAPACITY BASED ON 95°F AMBIENT DB.
3. PROVIDE ZONE LEAK DETECTOR.
4. PROVIDE SMOKE DETECTORS ON THE SUPPLY FOR AUTOMATIC UNIT SHUTDOWN.
5. PROVIDE NEMA PREMIUM EFFICIENCY MOTORS ON ALL FANS.
6. PROVIDE PROGRAMMABLE THERMOSTAT
7. UNIT MANUFACTURER TO PROVIDE CONTROLS INTERFACE FOR INTEGRATION WITH BMS.
8. PROVIDE CONDENSATE PUMP WITH 120 V / 1PH CONNECTION.
MFR &
MODEL
LIEBERT
LOCATION
CEILING
AREA SERVED
ARCHIVES 002
NOM.
CAP.
(TONS)
3.0
SUPPLY
AIRFLOW
(CFM)
1200
ESP
(IN.WG.)
0.3
HP
1/2
DRIVE
DIRECT
COOLING
TOTAL
(MBH)
32.5
SENS
(MBH)
28.4
EAT DB/WB
(°F)
75 / 61
LAT DB/WB
(°F)
51.3 / 50.5
FILTER
SIZE
(1)16"X25"X4"
MERV
13
ELECTRICAL
V/PH
460/3
FLA
(A)
13.2
WSA
(A)
16.5
UNIT
SIZE
(L"xW"xH")
54 X 30 X 24
OPER.
WT.
(LBS)
225
NOTES
1-8
MMD36E
TAG
NOTES
1. FUSED DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.
2. CAPACITY RATED AT ARI STANDARD CONDITIONS.
3. PROVIDE VIBRATION ISOLATION PER SPECIFICATIONS.
4. PROVIDE LOW AMBIENT KIT
MFR &
MODEL
LIEBERT
LOCATION
ROOF
EQUIP.
SERVED
NOM.
CAP.
(TONS)
3.0
REFRIG
R-407C
ELECTRICAL
V/PH
460/3
FLA
(A)
7.1
WSA
(A)
8.7
UNIT
SIZE
(L"Xw"xH")
48 X 18 X31
OPER.
WT.
(LBS)
241
NOTES
1-4
PFH037A
OPD
(A)
20
STEAM HUMIDIFIER
CAPACITY
(LBS/HR)
2.0
POWER
(KW)
1.5
ELECTRIC REHEAT
POWER
(KW)
7.3
OPD
(A)
15
TAG
NOTES
1. NEMA 3R TOGGLE SWITCH PROVIDED WITH UNIT.
2. PROVIDE NON-OVERLOADING MOTOR.
3. PROVIDE NEMA PREMIUM EFFICIENCY MOTOR.
4. PROVIDE BACKDRAFT DAMPER, FACTORY ROOF CURB, & SPEED CONTROLLER.
5. EXHAUST FANS CONNECT TO DDC FOR TIMECLOCK CONTROL.
MFR &
MODEL LOCATION
AREA
SERVED DISCH TYPE DRIVE
AIR
FLOW
(CFM)
SP
(IN.WG.)
FAN
RPM
ELECTRICAL
HP V/PH
OPER.
WT.
(LBS)
NOTES
CEILING BASEMENT SIDE CENTRIFUGAL DIRECT 108 0.2 982 119WATTS 120/1 13 5-6AIRKING
AK110LS6 STAFF RR 010
CEILING BASEMENT SIDE CENTRIFUGAL DIRECT 108 0.2 982 119WATTS 120/1 13 5-6AIRKING
AK110LS6 STAFF RR 010
CEILING SECOND FLOOR SIDE CENTRIFUGAL DIRECT 108 0.2 982 119WATTS 120/1 13 5-6AIRKING
AK110LS6 RESTROOM 2T2
CEILING SECOND FLOOR SIDE CENTRIFUGAL DIRECT 108 0.2 982 119WATTS 120/1 13 5-6AIRKING
AK110LS6 RESTROOM 2T3
CEILING SECOND FLOOR SIDE CENTRIFUGAL DIRECT 108 0.2 982 119WATTS 120/1 13 5-6AIRKING
AK110LS6 RESTROOM 2T1
6. PROVIDE WITH ROOF CAP
ROOF FIRST FLOOR DOWNBLAST CENTRIFUGAL DIRECT 1600 0.75 1459 1/2 120/1 60 1-5GREENHECK
G-130-VG RESTROOMS
ROOF FIRST FLOOR DOWNBLAST CENTRIFUGAL DIRECT 600 0.75 1430 1/4 120/1 50 1-5GREENHECK
G-099-VG RESTROOMS
TAG
MFR &
MODEL LOCATION
AREA
SERVED DISCH TYPE DRIVE
AIR
FLOW
(CFM)
SP
(IN.WG.)
FAN
RPM
ELECTRICAL
HP V/PH
OPER.
WT.
(LBS)
NOTES
ROOF VENTILATION SIDE CENTRIFUGAL DIRECT 1440 1.0 1729 1.0 208/1 326 1-5CAPTIVE AIRE
A1-15D
NOTES
1. STARTER AND FUSED DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.
2. PROVIDE NON-OVERLOADING MOTOR.
3. PROVIDE ECM MOTOR AND MANUAL 0-10 VDC SPEED CONTROL.
4. PROVIDE BACKDRAFT DAMPER, FACTORY ROOF CURB.
5. SUPPLY FAN CONNECTS TO DDC FOR TIMECLOCK CONTROL.
FILTER
MERV
13
CEILING SECOND FLOOR SIDE CENTRIFUGAL DIRECT 129 0.2 845 37WATTS 120/1 15 6-7AIRKING
AK150LS ELECTRICAL ROOM 218
7. EXHAUST FAN SHALL OPERATE CONTINOUSLY.
ELECTRICAL
FLA
59.1
MCA
62.8
MOP
6.6 8.3
70.0
12.0
I
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TCEI T
SC
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7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
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
M0.1
MECHANICAL
EQUIPMENT
SCHEDULES
DIFFUSER AND GRILLS SCHEDULE
TYPE TAG MANUFACTURER MODEL CFM QTY FACE SIZE NECK SIZE LEVEL REMARKS
CD 1 TITUS OMNI 100 5 24" X 24" 8" BASEMENT
CD 1 TITUS OMNI 140 1 24" X 24" 8" BASEMENT
CD 1 TITUS OMNI 160 2 24" X 24" 8" BASEMENT
CD 1 TITUS OMNI 180 2 24" X 24" 8" BASEMENT
CD 2 TITUS OMNI 180 12 24" X 24" 10" BASEMENT
CD 2 TITUS OMNI 240 9 24" X 24" 10" BASEMENT
EG 1 TITUS 350RL --- 1 12"X12" ---- BASEMENT
RG 1 TITUS PXP ---- 20 24"X24" ---- BASEMENT
RG 2 TITUS 350RL 1100 1 30"X12" ---- BASEMENT
SD 4 TITUS 300RL 300 1 18"X6" ---- BASEMENT
SD 5 TITUS 300RL 180 4 10"X6" ---- BASEMENT
SD 6 TITUS 300RL 300 4 18"X10" ---- BASEMENT
CD 1 TITUS MCD 200 6 24" X 24" 8"X8" FIRST FLOOR
CD 1 TITUS MCD 210 2 24" X 24" 8"X8" FIRST FLOOR
CD 1 TITUS MCD 230 6 24" X 24" 8"X8" FIRST FLOOR
CD 3 TITUS MCD 155 2 24" X 24" 8"X8" FIRST FLOOR
CD 3 TITUS MCD 200 10 24" X 24" 8"X8" FIRST FLOOR
CD 4 TITUS MCD 110 4 24" X 24" 6"X6" FIRST FLOOR
CD 5 TITUS MCD 350 4 24" X 24" 10"X10" FIRST FLOOR
CD 6 TITUS MCD 400 6 24" X 24" 12"X12" FIRST FLOOR
CD 7 TITUS MCD 50 2 12"X12" 6"X6" FIRST FLOOR
CD 8 TITUS 300RL 160 4 10"X10" ---- FIRST FLOOR
EG 1 TITUS 350RL 250 2 18"X18" ---- FIRST FLOOR
EG 1 TITUS 350RL 300 4 18"X18" ---- FIRST FLOOR
EG 2 TITUS 350RL 100 5 8"X8" ---- FIRST FLOOR
RG 1 TITUS PXP ---- 10 24"X24" ---- FIRST FLOOR
SD 1 TITUS 300RL 1000 4 36"X10" ---- FIRST FLOOR
SD 2 TITUS 300RL 1500 1 58"X10" ---- FIRST FLOOR
SD 3 TITUS 300RL 2000 5 58"X10" ---- FIRST FLOOR
TG 1 TITUS 300RL 300 2 12"X8" ---- FIRST FLOOR
TG 2 TITUS 300RL 600 1 18"X10" ---- FIRST FLOOR
CD 3 TITUS MCD --- 2 24" X 24" 8"X8" SECOND FLOOR
CD 3 TITUS MCD 150 5 24" X 24" 8"X8" SECOND FLOOR
CD 3 TITUS MCD 200 17 24" X 24" 8"X8" SECOND FLOOR
CD 5 TITUS MCD 250 2 24" X 24" 10"X10" SECOND FLOOR
CD 5 TITUS MCD 300 3 24" X 24" 10"X10" SECOND FLOOR
CD 5 TITUS MCD 350 2 24" X 24" 10"X10" SECOND FLOOR
CD 6 TITUS MCD 400 9 24" X 24" 12"X12" SECOND FLOOR
CD 6 TITUS MCD 600 1 24" X 24" 12"X12" SECOND FLOOR
CD 9 TITUS TMR 1000 3 ---- 18" Dia. SECOND FLOOR
RG 1 TITUS PXP ---- 30 24"X24" ---- SECOND FLOOR
RG 2 TITUS PXP ---- 2 48"X24" ---- SECOND FLOOR
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#251 RFI 09.23.2025
#251
RFI
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
(E) 1 1/2" HPS
(E) 1" HPC
(E) 4" CHWR
(E) 4" CHWS
TO DISTRICT
UTILITY DISTRIBUTION
FC
B3
FC
B4 FC
B5
FC
B6
FC
B7
FC
B8
FC
B9
FC
B10
FC
B11
FC
B2
FC
B1
4"CHWS & R
2" HWS & R
3" CHWS & R
4"CHWS & R2 " CHWS & R
1 1/4" CHWS & R
1" HWS & R
1"CHWS & R
3/4" HWS & R
1" CHWS
& CHWR
3/4"⌀HWS
& HWR
1" CHWS
& CHWR
3/4" HWS
& HWR 1" CHWS & R
3/4" HWS & R
1" CHWS & R
3/4" HWS & R
1" CHWS & R
3/4" HWS & R
1"CHWS & R
3/4" HWS & R
1 1/4" CHWS & R
1" HWS & R
1" CHWS & R
1" HWS & R
3/4" HWS & R
3/4" CHWS & R
3/4" HWS & R
3/4" CHWS & R
FC
ELEV
2" HWS & R
3" HWS & R
2
3
HX
1
2 1/2" CHWS & R
4
CHWP
1-2
CHWP
1-1
HWP
1-1
HWP
1-2
1 1/2" HWS & R
1 1/4" HWS & R
1 1/2" CHWS & R1 1/4" CHWS & R
1" HWS & R
3/4" HWS & R
3/4" CHWS & R
1 1/2 " HWS & R
1 1/2" HWS & R
2 " CHWS & R
1 1/4" HWS & R
1 1/4 " CHWS & R
1 1/4"CHWS & R
1" HWS & R
3/4" CHWS & R
REFRIGERANT
PIPES
FC
B1-1
5
1
MECH
003
OFFICE
012
OFFICE
013
STAFF
MEETING
ROOM
014
OFFICE
015
OFFICE
017
(E) ELEV.
CONTROL
RM.
005A
ARCHIVES
002
ELEV.
CONTROL
018
FIRE
AL.RM
006
ELEVATOR-ABAN.
007
MECH-ABAN.
008
STAFF
OFFICE
001
STAFF
BREAK
ROOM
004
OFFICE
016
?
?
ALL
GENDER
RESTROOM
010
I
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
M2.2-1
MECHANICAL
BASEMENT FLOOR
PIPING PLAN
1/8" = 1'-0"1 MECHANICALBASEMENT PIPING PLAN
KEY NOTES
1 2" HWS & HWR UP TO FIRST FLOOR
2 2" CHWS & CHWR UP TO FIRST FLOOR
1 1/4" HWS & HWR UP TP FIRST FLOOR
3 MECHANICAL CONTRACTOR CHILLED WATER AND STEAM POINT OF
CONNECTION TO EXISTING PIPING. PROVIDE NEW ISOLATION VALVES.
4 4" BUTTERFLY TYPE ISOLATION VALVE WITH ACTUATOR. VALVE ON THE
CHILLED WATER RETURN PIPE SHALL BE INTERLOCKED TO CHILLED
WATER PUMPS CHWP 1-1 & CHWP 1-2.
ISOLATION VALVE SEQUENCE OF OPERATIONS:
ON A DEMAND FOR CHILLED WATER (3 FCU/AHU VALVES COMMANDED
OPEN MORE THAN 50%, ADJUSTABLE), BEGIN PUMP ENABLE SEQUENCE:
•OPEN THE ISOLATION VALVE.
•AFTER ISOLATION VALVE IS PROVED OPEN BY THE VALVE END
SWITCHES, ENABLE PUMPS.
•PUMPS MODULATE TO MAINTAIN CHW DIFFERENTIAL PRESSURE.
WHEN CHILLED WATER IS NOT REQUIRED (ALL FCU/AHU VALVES
COMMANDED LESS THAN 10%), BEGIN PUMP SHUTDOWN SEQUENCE:
•PUMPS ARE DISABLED AND SPEED COMMANDED TO 0.
•ISOLATION VALVE IS COMMANDED CLOSED.
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#187 RFI 06.10.2025
#001 ASI 08.19.2024
#183.3 RFI 09.24.2025
5 REFRIGERANT PIPES UP TO THE ROOF CONNECTED TO OUTDOOR UNIT
CU-B1-1
#183.3
RFI
#183.3
RFI
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
VAV
1-3B
VAV
1-3C-2
VAV
1-3C-1
VAV
1-4A
VAV
1-4B
VAV
1-5
VAV
1-13
VAV
1-15
VAV
1-18
VAV
1-17
VAV
1-16
VAV
1-7
VAV
1-3A
VAV
1-2
FC
IT
1 1/2" HWS
& HWR
1 1/2" HWS
& HWR
4
1 1/2" HWS
& HWR
2
VAV
1-6
VAV
1-14
3
1
2" HWS
& HWR
2" HWS
& HWR
5
5
1 1/2 " HWS
& HWR
1 1/2 " HWS
& HWR
3/4"
(TYP.)
1 1/2" HWS
& HWR
1 1/2 " HWS
& HWR
GREAT
READING
ROOM
101
YOUTH
STACKS
117
MECH.
113
ALL
GENDER
RESTROOM
114
ALL
GENDER
RESTROOM
115
NURSING/SENSORY
116
JAN. RM
112
MEN RR
110
WOMEN
RR
111
FIREPLACE
ROOM
122
STORAGE
108
BOOKSTORE
109
SORTING
123
STAFF
MEN
RESTROOM
105
BOOKMOBILE
ROOM
103
OFFICE
103A
TODDLERS
AND
INFANTS
120
STAFF-WOMEN
RESTROOM
104FAMILY
ZONE
121
MEETING/COMMUNITY
ROOM
102
I.T.
106
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M2.2-2
MECHANICAL
FIRST FLOOR
PIPING PLAN
1/8" = 1'-0"1 MECHANICAL FIRST FLOOR PIPING PLAN
KEY NOTES
1 2" HWS & HWR DOWN TO THE BASEMENT
2 2" CHWS & CHWR FROM THE BASEMENT
1 1/2" HWS & HWR FROM THE BASEMENT
3 REFRIGERANT PIPES UP TO THE ROOF CONNECTED TO OUTDOOR UNIT
CU-B1-1
4 2" HWS & HWR UP TO SECOND FLOOR .
REV # DESCRIPTION DATE
#142 RFI 04.28.2025
#183.3 RFI 09.24.2025
#183.4 RFI 10.13.2025
5 18"X18" ACCESS PANEL
#183.4
RFI
#183.4
RFI
FECFECFEC
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
VAV
2-1
VAV
2-3
VAV
2-2
VAV
2-4
VAV
2-5
VAV
2-6
VAV
2-8
VAV
2-13
VAV
2-14
VAV
2-12
VAV
2-11
1
2" HWS
& HWR
1 1/2" HWS
& HWR
1 1/2" HWS
& HWR
VAV
2-15
VAV
2-9
VAV
2-16
3/4"
(TYP.)
2
1 1/2 " HWS
& HWR
1 1/2" HWS
& HWR
1 1/2 " HWS
& HWR
1 1/2" HWS
& HWR
1 1/2 " HWS
& HWR
3
?
?
STUDY
201
STAIR 3
2S3
VESTIBULE
SEATING
200A
JAN.RM
217
ALL
GENDER
RESTROOM
2T1
ALL
GENDER
RESTROOM
2T2
STAFF
RESTROOM
2T3
STUDY
220
STAFF
MEETING
ROOM
221
STUDY
202
STAIR 3
2S3
MAKER
STORAGE
216
OFFICE
226
OFFICE
223
STAFF
OFFICE
224
STORAGE
200B
YA STUDY
BOOTH
211A
YOUNG
ADULT
211
HISTORY
222
?
?
OFFICE
225
ADULT
STACKS
200
VIDEO
EDITING
BOOTH
213
VIDEO
RECORDING
BOOTH
214
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M2.2-3
MECHANICAL
SECOND FLOOR
PIPING PLAN
1/8" = 1'-0"1 MECHANICAL SECOND FLOOR PIPING PLAN
KEY NOTES
1 2" HWS & HWR DOWN TO FIRST FLOOR.
2 REFRIGERANT PIPES UP TO THE ROOF CONNECTED TO OUTDOOR UNIT
CU-B1-1
REV # DESCRIPTION DATE
RFI-53 02.19.2025
#183.3 RFI 09.24.2025
#183.4 RFI 10.13.2025
#183.4
RFI
3 18"X18" ACCESS PANEL
#183.4
RFI
T1-5T1-4BT1-4AT1-3CT1-3BT1-3AT1-7T 1-16
T1-17
T 1-18
T1-13T 1-12T1-11T1-10T1-14T1-6T1-2T1-15
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
CC
DD
EE
FF
HH
2000
SD-3
2000
SD-3
1500
SD-2
40"x8"
40"x8"
1000
SD-1
1000
SD-1
VAV
1-3B
VAV
1-3C-1
VAV
1-3C-2
VAV
1-4A VAV
1-4B
VAV
1-5
24"x10"30"x12"12"x10"
350
CD-5
200
CD-3 VAV
1-13
14"ø
10"ø
50
CD-760"x12"
60"x12"
12"x10"
20"x72"
8"ø
14"ø
14"ø
14"ø
14"ø
14"ø
12"ø
12"x10"
50
CD-7
6"ø
200
CD-3
400
CD-6
400
CD-6
400
CD-6
400
CD-6
400
CD-6
400
CD-6
200
CD-3
200
CD-3
200
CD-3
8"ø
350
CD-5
350
CD-5
350
CD-5
200
CD-3
200
CD-3
10"ø 6"ø
6"ø
200
CD-3
200
CD-3
200
CD-3
VAV
1-18VAV
1-15
VAV
1-16
12"ø
VAV
1-17
VAV
1-7
2000
SD-3
72"x10"
72"x10"
72"x10"
72"x10"
60"x12"
VAV
1-3A
14"ø
60"x12"60"x12"
VAV
1-128"x10"
8"x6"
6"ø
6"ø
110
CD-4
(TYP. OF 4)
155
CD-3
(TYP. OF 2)
24"x10"12"x10"12"x10"8"ø
(TYP.)
(TYP. OF 4)
(TYP. OF 4)
CSFD
CSFD
FC
IT
VAV
1-230"x12"1000
SD-1
1000
SD-1
24"x10"
2
1
3
4
CSFD
CSFD5
40"x6"
40"x6"
10"ø
10"ø
2000
SD-3
300
EG-1
160
CD-8
100
EG-2
6"ø 10"ø
10"ø
100
EG-2
250
EG-1
300
TG-1
300
TG-1
600
TG-2
VAV
1-11 48"x12"6"ø
12"ø
6
7
----
RG-1
----
RG-1
----
RG-1
----
RG-1
----
RG-1----
RG-1
----
RG-1
----
RG-1
----
RG-1
8"ø
VAV
1-6
8"ø
8"ø
12"ø
12"ø
72"x24"
8
9
10
8"x6"
11
200
CD-1
(TYP. OF 6)
8"ø
8"ø
8"ø10"x8"
10"x8"
10"x8"
8"ø
8"ø
8"ø
8"ø
8"ø10"x8"
230
CD-1
(TYP. OF 6)
16"x12"
20"x12"
8"ø 12"x8"
8"ø
8"ø
12"x8"
8"ø
8"ø
12"x8"
8"ø
24"x12"
30"x12"
18"x12"
24"x12"
12"x12"
210
CD-1
(TYP. OF 2)
26"x12"
----
RG-1
(TYP. OF 10)
AHU
1-1
100
EG-2
(TYP. OF 2)
8"x6"
6"ø
6"ø
16"x10"
10"ø
10"ø
6"ø
100
EG-2
24"x10"
12
30"x12"
14"x12"
12"ø
10"ø
10"ø
10"ø
8"ø
10"ø
12"ø
8"ø
8"ø
10"ø
14"ø
VAV
1-14
----
RG-1
----
RG-1
8"ø
12"ø
12"ø
10"ø8"ø
40"x8"
8"ø
VAV
1-10
8"x8"
8"ø8"ø
6"ø
CSFD
13
20"x72"R.A
14
#251
RFI
40"x8"40"x8"
2000
SD-3
GREAT
READING
ROOM
101
YOUTH
STACKS
117
MECH.
113
ALL
GENDER
RESTROOM
114
ALL
GENDER
RESTROOM
115
NURSING/SENSORY
116
JAN. RM
112
MEN RR
110
WOMEN
RR
111
FIREPLACE
ROOM
122
STORAGE
108
BOOKSTORE
109
SORTING
123
STAFF
MEN
RESTROOM
105
BOOKMOBILE
ROOM
103
OFFICE
103A
TODDLERS
AND
INFANTS
120
STAFF-WOMEN
RESTROOM
104
FAMILY
ZONE
121
MEETING/COMMUNITY
ROOM
102
I.T.
106
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M2.4-2
MECHANICAL
FIRST FLOOR PLAN
- REMODEL
1/8" = 1'-0"1 MECHANICAL REMODEL PLAN - FIRST FLOOR
KEY NOTES
1 24"X10" EXHAUST DUCT UP TO THE SECOND FLOOR.
2 12"X10" EXHAUST DUCT UP TO THE SECOND FLOOR.
3 72"X20"(1"L) SUPPLY AIR DUCT UP TO THE SECOND FLOOR AND DOWN TO
THE BASEMENT.
4 72"X20"(1"L) SUPPLY AIR DUCT DOWN TO THE BASEMENT.
5 NEW AIR HANDLING UNIT. REFER TO MECHANICAL EQUIPMENT
SCHEDULES.
6 16"⌀OUTSIDE AIR DUCT UP TO THE ROOF TO SUPPLY FAN SF-1.
7 SIEMENS DDC CONTROL PANEL.
8 CONNECT NEW OUTSIDE AIR DUCT TO EXISTING AIR INTAKE WALL
LOUVER.
9 8' x 2' EXISTING OUTSIDE AIR INTAKE LOUVER TO BE REPLACE WITH 8' x 2'
NEW OUTSIDE AIR INTAKE LOUVER.
10 3' x 2' EXISTING OUTSIDE AIR INTAKE LOUVER TO BE REPLACE WITH 3' x 2'
NEW OUTSIDE AIR INTAKE LOUVER.
11 8"X6" EXHAUST DUCT DOWN TO THE BASEMENT LEVEL
12 O.A VOLUME DAMPER SET @ 850 CFM
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
#142 RFI 04.28.2025
#178 RFI 06.10.2025
#251 RFI 09.23.2025
13 24"X24" WALL ACCESS PANEL TO ACCESS DUCT MOUNTED COMBINATION
FIRE SMOKE DAMPER AT FLOOR PENETRATION.
14 COMBINATION FIRE SMOKE DAMPER TO BE INSTALLED AT FLOOR
PENETRATION.
~~ ~~
CHILLED WATER COIL AIR HANDLING UNIT PIPING DIAGRAM
SCALE: NOT TO SCALE
AIR HANDLING UNIT ATTACHEMENT
SCALE: NOT TO SCALE
VAV TERMINAL DETAIL
SCALE: NOT TO SCALE
PUMP DETAIL
SCALE: NOT TO SCALE
STEAM HEAT EXCHANGER PIPING
SCALE: NOT TO SCALE
VAV REHEAT COIL DETAIL
SCALE: NOT TO SCALE
CONDENSING UNIT DETAIL
SCALE: NOT TO SCALE
COOLING COIL CONDENSATE TRAP
SCALE: NOT TO SCALE
HOT WATER RETURN
HOSE-ENDED DRAIN
VALVE W/ CAP
PRESSURE AND
TEMPERATURE PORT
HOT WATER SUPPLY
9" INDUSTRIAL THERMOMETER
W/ COPPER WELL
L TEMPERATURE
SENSING POINT
2/3 L
Trerice
TUBE BUNDLE
REMOVAL AREA
TO DRAIN
MANUAL AIR VENT
P/T RELIEF VALVE
Trerice
1-1/2" HPS
CU
--
CHWP
--
HX
1 HX
1
1-1/2" STEAM MAIN
STRAINER
FULL SIZE BY-PASS
STEAM CONTROL
MODULATING VALVE
0-60 PSIG PRESS
0-30" HG. VAC.
COMPOUND GAUGE
FULL SIZE BY-PASS
(CONVERTER)
HEAT EXCHANGER
STRAINER
TO FS
DIRT LEG
FOR VACUUM BREAKER
SWING CHECK
BLOW-OFF VALVE
CONDENSATE
RETURN
SWING CHECK
STEAM TRAP
AUTOMATIC
HOFFMAN 78
AIR VENT (TYP.)
GRISWOLD FLOW
CONTROL VALVE
COOLING
UNION (TYP.)
COIL
W/WELL (TYP.)
THERMOMETER
TRERICE 9"
P
TO SUPPLY
HOSE END VALVE
S.O.V.
STRAINER WITH
MAIN
TO RETURN
(CONTROLLED BY DDC.
AUTOMATIC TEMPERTURE
CONTROL VALVE
CONTROLLER)
S.O.V.
PRESSURE
GAUGE
MAIN
PETES PLUG (TYP.)
RECTANGULAR OR ROUND MAIN
SUPPLY DUCT.
VAV TERMINAL
HEATING COIL
MANUAL VOLUME
DAMPERS AT EACH
TAKE-OFF.
45° ENTRY BRANCH TAKE-OFF SHEET METAL PLENUM
WITH 1" LINER.
1/8" WIRE ROPE (TYP)
THIMBLE (TYP)
CROSBY FORGED WIRE ROPE
CLIP. INSTALL TWO PER CABLE
END PER MANUFACTURER'S
INSTRUCTIONS (TYP)
DUCT TRANSITION
SEE 7/M5.3 DETAIL FOR UPPER
ATTACHMENT (TYP)
SLACK AIRCRAFT
CABLE (TYP.)
PETES PLUG
STRAINER &
W/ INTEGRAL
BELIMO 3-WAY
BALL VALVE
FOR MANUAL AIR
1/4" GUAGE COCK
VENTING
CHARACTERIZED
UNION (TYP.)
AIRFLOW
COIL
PETES PLUG
STRAINER &
W/ INTEGRAL
CONTROL VALVE
BELIMO PICCV
BALL VALVE
FOR MANUAL AIR
1/4" GUAGE COCK
VENTING
PETES PLUG (TYP.)
UNION (TYP.)
AIRFLOW
COIL
SEE ZONE SCHEDULES FOR THREE WAY VALVE LOCATIONS
ISOLATION BALL
VALVE
CONTROL VALVEPRESSURE INDEPENDENT
FLOW CONTROL VALVE
ISOLATION BALL
VALVE BALANCING
VALVE
TO FAN COIL UNIT
REFRIGERANT LINES
8" ROOF
LEVEL PAD
ROOF LEVEL
NOTE:
EXTERIOR GAS LINE TO HAVE 3/4" ARMAFLEX INSULATION WRAPPED WRAPPED W/ ALUMINUM JACKETING AND VAPOUR SEALED.
ISOLATION PADS. ONE
EACH CORNER (MIN. OF 4).
24 GAGE GALVANIZED
SHEET METAL FLASHING
CAP. NAIL TO CURB.
FINISHED ROOF
4" HIGH CANT
STRIP ALL AROUND.
ROOF STRUCTURE
(2) #10 SMS EA
4"x 4"x 1/8" ANGLE (4)TOTAL
STRAIGHT INLET DUCT
SHALL BE MINIMUM 3
DUCT DIAMETERS IN
LENGTH.
LEG OF ANGLE
(2 MIN ON OPPOSITE SIDE OF UNIT)
3/8" STRUCT 1 SHEATING
#10 SMS @ 4" OC MAX
AROUND PERIMETER
#10 SMS @ 12" OC MAX
(TYP.)
800T 150-43 TRACK AT
PAD PERIMETER (TYP.)
(USE (1) #10 SMS EA
FLANGE TO TRACK AT
PERPENDICULAR TRACK
INTERSECTIONS.)
#12 SMS @ 24" OC MAX
INTO DECK HIGH FLUTES
AROUND PERIMETER
( 4 SCREWS MIN EA SIDE)
600S 162-43 STUD BLOCKING
AT EA UNIT ANGLE ANCHOR
(L3X3X12GA CLIP EA END OF
BLOCKING W/(3) #10 SMS EA LEG)
800S 162-43 STUD @ 16" OC
(TYP.)
(USE (1) #10 SMS EA FLANGE TO
TRACK AT EA END OF STUD)
UNIT WITH COIL
TYPE "L" COPPER TUBING
WITH WROUGHT COPPER
FITTINGS.
OPEN VENT TO ATMOSPHERE
WITH PERFORATED (MINIMUM OF
FOUR 1/8" HOLES) COPPER CAP.
CAP SHALL BE REMOVABLE.
TRAP DEPTH SHALL BE 3"
MINIMUM OR 1" GREATER
THAN THE TOTAL STATIC
PRESSURE OF THE
SUPPLY FAN (IN.WG.),
WHICHEVER IS GREATER.
DIELECTRIC UNION
DRAIN PAN
1% SLOPE (MIN)
MINIMUM 1" ABOVE FLOOD
RIM OF DRAIN PAN.
TO FS
CONDENSATE PUMP
FLASH TANK
STEAM TRAP
TRAP TEST TEE WITH
GATE VALVE BLOWDOWN
CONDENSATE RECEIVER
ATMOSPHERIC VENT
RECONNECT TO EXITSTING
RECONNECT TO EXISTING 1" HPC
1"
3"HWS
3"HWR
LINE TO LOW PRESSURE CONDENSATE
CONTINUOUSLY SLOPE CONDENSATE
1/8" PER FOOT
RECEIVER. MINIMUM SLOPE SHALL BE
1"
3/4"
PRESSURE GAUGE
BALL VALVE (TYP.)
STRAINER & PIPE
SUPPORT STANCHION
INLET SUCTION DIFFUSER
WITH INTEGRAL
PIPE SUPPORT
(TYP.)
FOR SHUTOFF CONTROL)
SHUTOFF CONTROL (TYP OF 2)
VICTAULIC COUPLING (TYP)
BALANCING CONTROL
(NOT TO BE USED
TRIPLE DUTY VALVE
BUTTERFLY VALVE FOR
FOR CHECK AND
SUCTION DIFFUSER
2
14
5
6 3
7
8
GLOBE
VALVE
G.V.
GVTO FS
DIRT LEG
STEAM
TRAP
GV
GV
GV
12" MIN.
18" MIN.
LPR
WATER
IN & OUT
GV
GV
GV
GV
GV
G.V.
NOTE:
1. INSULATE PIPING & HEAT EXCHANGER PER SPECIFICATIONS.
NOTE:
AFTER STARTUP - REPLACE FINE MESH STRAINERS WITH 3/16" MESH S.S. STRAINERS.
NOTE:
1. UNIT ANCHORAGE TO ISOLATORS PER
ISOLATOR MFR. ISOLATOR CURB ANCHORAGE
TO STRUCTURE PER STRUCTURAL ENGINEER
(3/S7.0-1)
1/4" STEEL PLATE X 3"W X 6"L MINIMUM
SPRING ISOLATED BASE RAIL
AIR HANDLER
CONCRETE FLOOR WITH 2-3/4" MINIMUM EMBEDMENT
1/2" HILTI HSLB AT 24" O.C. MINIMUM
NOTES:
REFER TO STRUCTURAL DRAWINGS FOR LOADING
LIMITATIONS TO STRUCTURAL, GENERIC DETAILS,
AND ANCHOR REQUIREMENTS. ALSO REFER TO
STRUCTURAL DRAWINGS FOR MINIMUM SEISMIC
REQUIREMENTS FOR CONFORMANCE WITH 2022
CBC.
NEOPRENE WASHER/BUSHING
UNDER STEEL WASHER
NOTE:
1. ALL VAV BOXES SHALL BE SEISMICALLY BRACED
10"
NOTES:
1. CONDENSATE PIPE TERMINATION SHALL BE LOCATED A MINIMUM OF 1" ABOVE THE FLOOD
RIM OF AN APPROVED TRAPPED RECEPTOR, LANDSCAPING AREA OR OTHER LOCATION
AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
2. ALL INTERIOR CONDENSATE DRAIN PIPING ABOVE CEILINGS SHALL BE INSULATED.
3. PROVIDE PIPE SUPPORTS AS REQUIRED TO MAINTAIN MINIMUM 1% SLOPE.
4. INSTALL TRAP PARALLEL TO UNIT, IF POSSIBLE.
5. MINIMUM CONDENSATE PIPE SIZES SHALL BE PER THE FOLLOWING TABLE UNLESS LARGER
SIZE IS SHOWN ON PLANS OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION
AND/OR LOCAL BUILDING CODE REQUIREMENTS.
CAPACITY SIZE
UP TO 20 TONS 3/4"
21 TO 40 TONS 1"
GVGV
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SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M4.0-3
MECHANICAL
DETAILS
REV # DESCRIPTION DATE
#201 RFI 06.09.2025
#226 RFI 07.22.2025
#283 RFI 09.25.2025
#283
RFI
AIR HANDLING UNIT @ FIRST FLOOR
SCALE: NOT TO SCALE
AIR HANDLING UNIT @ BASEMENT
SCALE: NOT TO SCALE
2
1
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9
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FRANCN
4 0 8 0
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,N I N G
CRAE
TCEI T
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7
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5 06
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07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
ELECTRICAL-PLMUMBING-MECHANICAL
1920 MAIN STREET, SUITE 820
IRVINE, CA92614
TEL: 949.516.6480
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
M4.0-4
MECHANICAL
DETAILS
REV # DESCRIPTION DATE
#224 RFI 07.03.2025
#224
RFI
MARK FIXTURE
ROUGH-IN-SIZE FIXTURE UNIT
DESCRIPTION/REMARKS
TRAP S/W V CW HW WASTE WATER
WC-1
WATER CLOSET
(FLUSH VALVE)
ACCESSIBLE INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, 16 1/2"HT. WALL MOUNTED, TOP SPUD, VITREOUS
CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0211Y SINGLE ADJUSTABLE HEAVY DUTY
WATER CLOSET CARRIER 750LB OR EQUAL. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. FLUSHOMETER
TO BE MINIMUM 1.5" BELOW ADA GRAB BAR.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
WC-2
WATER CLOSET
(FLUSH VALVE)
BACK TO BACK
ACCESSIBLE
AND
NON-ACCESSIBLE
INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, BACK TO BACK 16-1/2" HEIGHT AND STANDARD
HEIGHT. WALL MOUNTED, TOP SPUD, VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R
SMITH #0221Y DOUBLE ADJUSTABLE HEAVY DUTY WATER CLOSET CARRIER 750LB OR EQUAL. INSTALL IN
COMPLIANCE WITH ADA REQUIREMENTS.
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. FLUSHOMETER
TO BE MINIMUM 1.5" BELOW ADA GRAB BAR.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
PPP #FVP-1VB FLUSH VALVE TAILPIECE TRAP PRIMER WITH VACUUM BREAKER, AS REQUIRED PER PLAN.
REFER TO DETAIL 4/P3.0.
WC-3 WATER CLOSET
(FLUSH VALVE)INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, STANDARD HEIGHT WALL MOUNTED, TOP SPUD,
VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0211Y SINGLE ADJUSTABLE
HEAVY DUTY WATER CLOSET CARRIER 750LB OR EQUAL.
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
WC-4
WATER CLOSET
(FLUSH VALVE)
BACK TO BACK
INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, BACK TO BACK STANDARD HEIGHT. WALL
MOUNTED, TOP SPUD, VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0221Y
DOUBLE ADJUSTABLE HEAVY DUTY WATER CLOSET CARRIER 750LB OR EQUAL.
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
WC-5
WATER CLOSET
(FLUSH VALVE)
BACK TO BACK
WITH URINAL
INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, STANDARD HEIGHT WALL MOUNTED, TOP SPUD,
VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0209Y SINGLE ADJUSTABLE
HEAVY DUTY WATER CLOSET CARRIER WITH 2" AUXILIARY NO-HUB URINAL (UR-3).
AMTC #HSM-801-CT-11 1.1 GPF, TOUCHLESS, SENSOR OPERATED DIAPHRAGM VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
WC-6
WATER CLOSET
(FLUSH VALVE)
(ACCESSIBLE)
INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, 16 1/2"HT. WALL MOUNTED, TOP SPUD, VITREOUS
CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0211Y SINGLE ADJUSTABLE HEAVY DUTY
WATER CLOSET CARRIER 750LB OR EQUAL. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
AMTC #MF-700-T11 EXPOSED MANUAL DIAPHRAGM FLUSHOMETER, 1.1 GPF, CHROME PLATED.
FLUSHOMETER TO BE MINIMUM 1.5" BELOW ADA GRAB BAR.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
PPP #FVP-1VB FLUSH VALVE TAILPIECE TRAP PRIMER WITH VACUUM BREAKER, AS REQUIRED PER PLAN.
REFER TO DETAIL 4/P3.0.
WC-7 WATER CLOSET
(FLUSH VALVE)INT 4" 2" 1 1/2" - 4 5
AMERICAN STANDARD "AFWALL MILLENIUM" #3351.101, STANDARD HEIGHT WALL MOUNTED, TOP SPUD,
VITREOUS CHINA, ELONGATED BOWL, FLUSH VALVE TOILET. JAY R SMITH #0211Y SINGLE ADJUSTABLE
HEAVY DUTY WATER CLOSET CARRIER 750LB OR EQUAL.
AMTC #MF-700-T11 EXPOSED MANUAL DIAPHRAGM FLUSHOMETER, 1.1 GPF, CHROME PLATED.
AMERICAN STANDARD #5901.100SS OPEN FRONT LESS COVER, SELF SUSTAINING, HEAVY DUTY TOILET
SEAT.
UR-1 URINAL
(ACCESIBLE)2" 2" 2" 1-1/2" - 2 4
AMERICAN STANDARD "WASHBROOK" #6590.001, WASHDOWN, TOP SPUD, VITREOUS CHINA, WALL
MOUNTED, COLOR:WHITE
AMTC #HSM-801FG-CU-18 0.125 GPF, TOUCHLESS, SENSOR OPERATED VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. PROGRAMMABLE
SETTINGS ON TIMER MODE ALLOW FLUSHING ONCE EVERY 30 MINUTES, 1, 2, OR 3 HOURS.
JAY R. SMITH FIXTURE CARRIER SUPPORT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
UR-2 URINAL 2" 2" 2" 1-1/2" - 2 4
AMERICAN STANDARD "WASHBROOK" #6590.001, WASHDOWN, TOP SPUD, VITREOUS CHINA, WALL
MOUNTED, COLOR:WHITE
AMTC #HSM-801FG-CU-18 0.125 GPF, TOUCHLESS, SENSOR OPERATED VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. PROGRAMMABLE
SETTINGS ON TIMER MODE ALLOW FLUSHING ONCE EVERY 30 MINUTES, 1, 2, OR 3 HOURS.
JAY R. SMITH FIXTURE CARRIER SUPPORT.
UR-3 URINAL
(ACCESIBLE)2" 2" 2" 1-1/2" - 2 4
AMERICAN STANDARD "WASHBROOK" #6590.001, WASHDOWN, TOP SPUD, VITREOUS CHINA, WALL
MOUNTED, COLOR:WHITE
AMTC #HSM-801FG-CU-18 0.125 GPF, TOUCHLESS, SENSOR OPERATED VALVE, MANUAL OVERRIDE
BUTTON, HIGH BACK PRESSURE VACUUM BREAKER, FOUR (4) "C" ALKALINE BATTERIES. PROGRAMMABLE
SETTINGS ON TIMER MODE ALLOW FLUSHING ONCE EVERY 30 MINUTES, 1, 2, OR 3 HOURS.
JAY R. SMITH FIXTURE CARRIER SUPPORT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS. CONNECT
WITH WC-5.
MARK FIXTURE
ROUGH-IN-SIZE FIXTURE UNIT
DESCRIPTION/REMARKS
TRAP S/W V CW HW WASTE WATER
LV-1
LAVATORY ONE
STATION
(UNDERMOUNT)
ACCESSIBLE
1 1/2" 2" 2" 1/2" 1/2" 1 1
SLOAN DSG-81000 INTEGRATED SINK SYSTEM, ONE STATION CORIAN,WALL HUNG LAVATORY. COLOR:
WHITE. MCGUIRE CHROME PLATED 17 GA. CAST BRASS LA PATTERN P-TRAP, SLIP JOINT NUTS AND
CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
SLOAN ETF-420-LG-CP-0.35GPM-MLM-BAA-FCT FAUCET 0.35 GPM, 6VDC PLUG-IN ADAPTOR, CHICAGO
FAUCET 1013-ABCP STOPS AND SUPPLIES, PROVIDE WITH TMV-1.
SLOAN ESD-420-CP SOAP DISPENSOR, 4 "D" ALKALINE BATTERIES, 6VDC PLUG-IN ADAPTOR #ESD-324 (PN
0346090) SOAP DISPENSER ADAPTOR PLUG-IN CONNECTS TO MAX TWO (2) SOAP DISPENSERS.
MCGUIRE PRE-MOLDED PVC COVERING HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP
PROTECTION. GROHE MOUNTING KIT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
LV-2
LAVATORY TWO
STATION
(UNDERMOUNT)
ACCESSIBLE
1 1/2" 2" 2" 1/2" 1/2" 1 1
SLOAN DSG-82000 INTEGRATED SINK SYSTEM, TWO STATION CORIAN,WALL HUNG LAVATORY. COLOR:
WHITE. MCGUIRE CHROME PLATED 17 GA. CAST BRASS LA PATTERN P-TRAP, SLIP JOINT NUTS AND
CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
SLOAN ETF-420-LG-CP-0.35GPM-MLM-BAA-FCT FAUCET 0.35 GPM, 6VDC PLUG-IN ADAPTOR, CHICAGO
FAUCET 1013-ABCP STOPS AND SUPPLIES, PROVIDE WITH TMV-1.
SLOAN ESD-420-CP SOAP DISPENSOR, 4 "D" ALKALINE BATTERIES, 6VDC PLUG-IN ADAPTOR #ESD-324 (PN
0346090) SOAP DISPENSER ADAPTOR PLUG-IN CONNECTS TO MAX TWO (2) SOAP DISPENSERS.
MCGUIRE PRE-MOLDED PVC COVERING HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP
PROTECTION. GROHE MOUNTING KIT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
LV-3
LAVATORY
THREE STATION
(UNDERMOUNT)
ACCESSIBLE
1 1/2" 2" 2" 1/2" 1/2" 1 1
SLOAN DSG-83000 INTEGRATED SINK SYSTEM, THREE STATION CORIAN,WALL HUNG LAVATORY. COLOR:
WHITE. MCGUIRE CHROME PLATED 17 GA. CAST BRASS LA PATTERN P-TRAP, SLIP JOINT NUTS AND
CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
SLOAN ETF-420-LG-CP-0.35GPM-MLM-BAA-FCT FAUCET 0.35 GPM, 6VDC PLUG-IN ADAPTOR, CHICAGO
FAUCET 1013-ABCP STOPS AND SUPPLIES, PROVIDE WITH TMV-1.
SLOAN ESD-420-CP SOAP DISPENSOR, 4 "D" ALKALINE BATTERIES, 6VDC PLUG-IN ADAPTOR #ESD-324 (PN
0346090) SOAP DISPENSER ADAPTOR PLUG-IN CONNECTS TO MAX TWO (2) SOAP DISPENSERS.
MCGUIRE PRE-MOLDED PVC COVERING HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP
PROTECTION. GROHE MOUNTING KIT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
LV-4
LAVATORY
(WALL MOUNT)
ACCESSIBLE
1 1/2" 2" 2" 1/2" 1/2" 1 1
AMERICAN STANDARD "DECORUM" #9024.904EC, 20" X 18-1/4" X 5" DEEP, WALL HUNG LAVATORY. THREE
HOLE 4" CENTERS, LESS OVERFLOW, VIRTREOUS CHINA COLOR: WHITE. MCGUIRE CHROME PLATED 17
GA. CAST BRASS LA PATTERN P-TRAP, SLIP JOINT NUTS AND CHROME PLATED BRASS SECURED
ESCUTCHEON AND CLEANOUT PLUG.
SLOAN ETF-420-LG-CP-0.35GPM-MLM-BAA-FCT FAUCET 0.35 GPM, 6VDC PLUG-IN ADAPTOR, CHICAGO
FAUCET 1013-ABCP STOPS AND SUPPLIES, PROVIDE WITH TMV-1.
SLOAN ESD-420-CP SOAP DISPENSOR, 4 "D" ALKALINE BATTERIES, 6VDC PLUG-IN ADAPTOR #ESD-324 (PN
0346090) SOAP DISPENSER ADAPTOR PLUG-IN CONNECTS TO MAX TWO (2) SOAP DISPENSERS.
MCGUIRE PRE-MOLDED PVC COVERING HW & CW SUPPLIES & P-TRAP SHALL BE WRAPPED FOR HANDICAP
PROTECTION. GROHE MOUNTING KIT. INSTALL IN COMPLIANCE WITH ADA REQUIREMENTS.
KS-1
KITCHEN SINK
(SINGLE
COMPARTMENT)
2" 2" 1-1/2" 1/2" 1/2" 2 2
ELKAY #ELUHAD211545 18-1/4" X 23-1/2" X 4-3/8" DEEP SINGLE COMPARTMENT UNDERMOUNTSINK ADA SINK, 18
GAUGE TYPE 300 STAINLESS STEEL. MCGUIRE CHROME PLATED 17 GA. CAST BRASS P-TRAP, SLIP JOINT NUTS
AND CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
GROHE "MINTA" #30300000, 1.75 GPM, SINGLE HOLE PULL-DOWN, SINGLE HANDLE, SWIVEL SPOUT, 1.5 GPM
COUPLING GROHE #64-999-000 COLOR: SUPERSTEEL INFINITY. ADA COMPLIANT.
IN-SINK-ERATOR PRO 750 EVOLUTION SERIES. 120V, 15 AMPS, 60Hz, 3/4 HP. WITH WALL SWITCH.
KS-2
KITCHEN SINK
(DOUBLE
COMPARTMENT)
2" 2" 1-1/2" 1/2" 1/2" 2 2
ELKAY #ECTSRAD33226TBG 33" X 22" X 6" DEEP DOUBLE COMPARTMENT UNDERMOUNTSINK ADA SINK, 18
GAUGE TYPE 300 STAINLESS STEEL. MCGUIRE CHROME PLATED 17 GA. CAST BRASS P-TRAP, SLIP JOINT NUTS
AND CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
GROHE "MINTA" #30300000, 1.75 GPM, SINGLE HOLE PULL-DOWN, SINGLE HANDLE, SWIVEL SPOUT, 1.5 GPM
COUPLING GROHE #64-999-000 COLOR: SUPERSTEEL INFINITY. ADA COMPLIANT.
IN-SINK-ERATOR PRO 750 EVOLUTION SERIES. 120V, 15 AMPS, 60Hz, 3/4 HP. WITH WALL SWITCH.
S-1
MAKER
STORAGE SINK
(SINGLE
COMPARTMENT)
2" 2" 1-1/2" 1/2" 1/2" 2 2
ELKAY #ELUHAD211545 18-1/4" X 23-1/2" X 4-3/8" DEEP SINGLE COMPARTMENT UNDERMOUNTSINK ADA SINK, 18
GAUGE TYPE 300 STAINLESS STEEL. MCGUIRE CHROME PLATED 17 GA. CAST BRASS P-TRAP, SLIP JOINT NUTS
AND CHROME PLATED BRASS SECURED ESCUTCHEON AND CLEANOUT PLUG.
GROHE "MINTA" #30300000, 1.75 GPM, SINGLE HOLE PULL-DOWN, SINGLE HANDLE, SWIVEL SPOUT, 1.5 GPM
COUPLING GROHE #64-999-000 COLOR: SUPERSTEEL INFINITY. ADA COMPLIANT.
DF-1
ELECTRIC
WATER COOLER
(BI-LEVEL)
(BOTTLE FILL)
1-1/4" 2" 2" 1/2" - 1 1
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
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
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I
H
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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
REV # DESCRIPTION DATE
RFI 51
#008 ASI 04.11.2025
25 ASI 07.31.2025
25
ASI
RSM-1LOCL-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
OPS2SM-1SM-1SM-1OPS2 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
FECFECFECFECFECDWSM-1SM-1SM-1SM-1SM-1SM-1SM-1SOPS SOPS SOPS
SOPS
SOPSSOPSSOPSSOPS
SOPS
SOPS
SOPS
SOPS SOPSSM-2SM-1SM-1
SM-1SOPS
SM-1SM-1 SM-1FECSM-11
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" W1 1/2" CW2 1/2" CW2" W4" W4" F 4" F4" F
EXISTING
FIRE SPRINKLER
ENTRANCE
3
3
21
1
(WC)
4" W2" W2" W
(WC)
(DF)
(LV)(LV)
4" W 2" W(LV)
(DF)CO
3/4" CD3/4" CD1" CD 3/4" CD3/4" CD1" CD
3/4" CD
3/4" CD3/4" CD3/4" CD1" CD1" CD 1" CD 3/4" CD3/4" CD3/4" CD
3/4" CD3/4" 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" W3/4" CD
1/2" CWWCO
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)
I
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AS.O
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FRANCN
4 0 8 0
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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
096
RFI
096
RFI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
25 ASI 07.31.2025
25
ASI
FEC
FEC1
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
P2.5-22" W3/4" CW3/4" HWS-1
2" V(DF)
(S)
(KS)
(E)FS
TP-1
3" VENT UP 2"CW
WITH SHUT-
OFF VALVE
2" CW
1
I
U
E
I
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9
AS.O
A
FRANCN
4 0 8 0
H
I
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S
L11
AL
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CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
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.
I
U
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9
AS.O
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FRANCN
4 0 8 0
H
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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
096
RFI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
FECFECFEC
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
YOUNG
ADULT
211
STUDY
202
VESTIBULE
SEATING
200A
STUDY
201ALL
GENDER
RESTROOM
2T1
ALL
GENDER
RESTROOM
2T2
STAFF
RESTROOM
2T3 MAKER
STORAGE
216
ADULT
STACKS
200
HISTORY
222
STAIR 3
2S3
STUDY
220
STAFF
MEETING
ROOM
221
?
?
STORAGE
200B
OFFICE
223
?
?
OFFICE
226
2
P2.5-3
3
P2.5-31
P2.5-3
4
P2.5-3
STAFF
OFFICE
224
3/4" HWR3/4" HWR 3/4" HWR 2" V1/2" HWR 3/4" HW
3/4" CW
KS-1
3"MS-1
I
U
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I
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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
P2.4-3
PLUMBING FLOOR
PLAN SECOND
FLOOR
1/8" = 1'-0"1 PLUMBING REMODEL PLAN - SECOND FLOOR
3"V FROM BELOW AND
3"V UP THROUGH ROOF
096
RFI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
2233EEFFSTAFFBREAKROOM004WC-6LV-1TMV-1MS-1HPWH-1ET-1CP-1KS-13/4"HWUP3/4"HWUP(LV)2"FD-13/4" CW3/4" HW1/2" HWR1/2" HWRRB-1(LV)LV-1TMV-12"FD-1WC-6(S)3/4"HW AND CW UP1 1/2" CW2" CW1" CW3/4" HW3/4" HW1" HW1/2" CW1/2" CW3/4" HW2233EEFFALLGENDERRESTROOM010STAFFBREAKROOM004SE-1SE-2WC-4WC-4LV-13"MS-1WCO2"FD-12"FD-1WCOWCOKS-1WCO(WC)(FD)(UR)(LV)(LV)(FD)4" W4" W4" W2" W2" W2" W4" W2" W2" W2" W2" W2" W3/4" CD3/4" CDWCO2" V(E)4"W3/4" CD3/4" CDFANCOIL SEE MECH PLANS2" W2" W4" W4" W2" W3" W3" W2" FORCE PIPING(S)2" W3"V FROM BASIN2" W2" V3"V UPPIT CONTROL PANEL2" V778899FFHHWOMENRR111MEN RR110ALLGENDERRESTROOM115ALLGENDERRESTROOM114NURSING/SENSORY116JAN. RM1122" WWC-3WC-2WC-1WC-3WC-4WC-4WC-5WC-1WC-4WC-4UR-2UR-2UR-3(E)MSDF-1LV-3TMV-1LV-2TMV-1LV-4LV-4DF-12" V2" V2" V2" V2" V2" W(WC)(LV)(LV)(LV)(WC)(FS)2"W DOWN4"W DOWN2" W(E)FS2" W2" V4" W2" V2" V2" V2" V2"FD-12"FD-1(FD)(FD)(FD)2" W2" W25ASI25ASI25ASI25ASI25ASI778899FFHHWOMENRR111MEN RR110ALLGENDERRESTROOM115ALLGENDERRESTROOM114NURSING/SENSORY116JAN. RM1123/4" CW3/4" HW3/4" CW3/4" HW3/4" CWWC-3WC-2WC-1WC-3TP-2WC-4TP-2WC-4WC-5WC-1WC-4WC-4UR-2UR-2UR-3(E)MSDF-1LV-3TMV-1LV-2TMV-1LV-4TMV-1LV-4TMV-1DF-12"CW UP2"CW UP2"CW DOWN1-1/4"CW UP1-1/4"CW DOWN(LV)(LV)2"CW HEADER2-1/2"CW DOWN2" CW2" CW3/4" CW3/4" CW2" CW1" HW3/4" HW1" HW3/4" CW1" HW1 1/4" HW1 1/4" HW1" CW3/4" CWTP-13/4" CWSOV BEH. A.P.FD1/2"TPFD1/2"TP25ASI25ASIIUEIHU9AS.OAFRANCN4 0 8 0HINSL11ALECRNDEN VA,N I N GCRAETCEI TSCSNNG R O U P7S506C07 182PRAO90AEUC+ER4SHEET TITLE AND NO.SHEET NOTESNISSUEDATE PROJECT:CA REG.Project Arch.--------22575-0126 CIVIC CENTER PLAZASANTA ANACA 92701SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701ELECTRICAL-PLMUMBING-MECHANICAL1920 MAIN STREET, SUITE 820IRVINE, CA92614TEL: 949.516.6480BID SETFINAL PERMIT/CONFORM SET 04/30/202408/02/2024P2.5-1ENLARGEDPLUMBING FLOORPLAN RESTROOMS1/4" = 1'-0"1ENLARGED DOMESTIC WATER FLOOR PLAN RESTROOM BASEMENT1/4" = 1'-0"2ENLARGED SANITARY AND VENT FLOOR PLAN RESTROOM BASEMENT1/4" = 1'-0"4ENLARGED SANITARY AND VENT FLOOR PLAN RESTROOM FIRST FLOOR1/4" = 1'-0"3ENLARGED DOMESTIC WATER FLOOR PLAN RESTROOM FIRST FLOOR096RFI096RFIREV # DESCRIPTION DATE#020 ASI 03.21.2025096 RFI 03.27.2025#177 RFI 05.21.202525 ASI 07.31.2025#173.1 RFI 09.26.2025#177RFI#177RFI#173.1
7
7
8
8
9
9
HH
STAFF
RESTROOM
2T3
ALL
GENDER
RESTROOM
2T2
ALL
GENDER
RESTROOM
2T1
LV-1 LV-1
LV-1
WC-1WC-6WC-6
3"V UP
TO (E)4"VTR)2" V2" V 2" V 2" V 2"FS-1
4"W DOWN4"W DOWN 2" V2"FD-1 2"FD-1
2"FD-1
25
ASI
25
ASI
25
ASI
6
6
7
7
8
8
9
9
HH
STAFF
RESTROOM
2T3
ALL
GENDER
RESTROOM
2T2
ALL
GENDER
RESTROOM
2T1
3/4" HWR
LV-1
TMV-1
LV-1
TMV-1
LV-1
TMV-1
WC-1
TP-2
WC-6
TP-2WC-6
TP-2
HPWH-1
ET-1
CP-1
TP-1
1/2" HWR3/4" HW
3/4" CW
1 1/4" HW 1 1/4" CW
2" CW3/4" CW1 1/4" HW2" CW2"CW DOWN
1-1/4"HW DOWN
SOV BEH. A.P
FD
1/2"TP FD
1/2"TP
FD
1/2"TP
SOV BEH. A.P
2T2
25
ASI
25
ASI
2
2
HH
MAKER
STORAGE
216
STUDY
201
DF-1
S-1
2
2
HH
MAKER
STORAGE
2162" V2" V
2" V
STUDY
201
DF-1
S-1
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
P2.5-3
ENLARGED
PLUMBING FLOOR
PLAN RESTROOMS
1/4" = 1'-0"2 ENLARGED SANITARY AND VENT FLOOR PLAN RESTROOM
1/4" = 1'-0"1 ENLARGED DOMESTIC WATER FLOOR PLAN RESTROOM
1/4" = 1'-0"3 ENLARGED DOMESTIC WATER FLOOR PLAN RESTROOM
1/4" = 1'-0"4 ENLARGED SANITARY AND VENT FLOOR PLAN RESTROOM
HPWH-1
ET-1
CP-1
1-1/2"CW
3/4"HWR
FROM BELOW
1-1/2"HW DN.
096
RFI
REV # DESCRIPTION DATE
096 RFI 03.27.2025
25 ASI 07.31.2025
QUANTITY PLUMBING FIXTURES MARK
75% H.W.F.U. 100% C.W.F.U.
H.W.F.U TOTAL
H.W.F.U C.W.F.U.TOTAL
C.W.F.U
0 WATER CLOSET (FLUSH TANK) WC 2.5 0.0
18 WATER CLOSET (FLUSH VALVE) WC 5 90.0
4 URINAL (FLUSH VALVE) UR 4 16.0
15 LAVATORY LV .75 11.3 1 15.0
3 KITCHEN/BREAK SINK KS 1.5 4.5 2 6.0
3 DRINKING FOUNTAIN DF 1 3.0
3 MOP SINK MS 2.25 6.8 3 9.0
1 HOSE BIBB HB 2.5 2.5
HOSE BIBB HB 1 ###
TOTAL 75% H.W.F.U. TOTAL 100% C.W.F.U
22.5 141.5
9 GPM 78 GPM
PIPE SIZE
COLD WATER HOT WATER
GPM
MAX FU
GPM
MAX FU
FT FV FT
1/2" 1 - - 1 -
3/4" 3 4 - 3 4
1" 7 10 - 7 10
1 1/4" 13 21 - 13 21
1 1/2" 21 39 7 21 39
2" 45 127 48 45 119
2-1/2" 82 315 186 74 245
PIPE SIZING BASED ON 2.4 PSI/FT AND MAXIMUM VELOCITY OF 8 FPS (CW)
AND 5 FPS (HW).
A) PRESSURE LOSS FROM WATER METER TO PRESSURE REGULATING VALVE
1. METER LOSS (E) 2" METER AT 134.5 CWFU / 78 GPM FLUSH VALVE
2. EXISTING 3" BACKFLOW PREVENTER 78 GPM
3. TOTAL LOSSES
B) PRESSURE LOSSES IN BUILDING
1. STATIC LOSS FEET
2. PRESSURE REQUIRED AT FURTHEST FIXTURE
3. TOTAL LOSSES
C) UNIFORM FRICTION LOSS CALCULATION
1. PRESSURE AVAILABLE FOR FRICTION (A3 - B3) PSI
2. DEVELOPED LENGTH OF SYSTEM (FEET)
3. EQUIVALENT LENGTH OF SYSTEM (C2 X 1.25)
4. UNIFORM FRICTION HEAD LOSS (C1 X 100/C3)
PIPE SIZED ON PIPE FRICTION LOSS OF PSI / 100'
PIPE SIZE
COLD WATER HOT WATER
GPM
MAX FU
GPM
MAX FU
FT FV FT
1/2" 1 1 - 1 1
3/4" 3 6 - 3 6
1" 7 15 - 7 15
1 1/4" 13 28 - 13 28
1 1/2" 21 56 14 21 46
2" 45 195 88 45 119
2-1/2" 82 431 295 74 245
PIPE SIZING BASED ON 4.0 PSI/FT AND MAXIMUM VELOCITY OF 8 FPS (CW)
AND 5 FPS (HW).
A) PRESSURE LOSS FROM WATER METER TO PRESSURE REGULATING VALVE
1. METER LOSS (E) 2" METER AT 134.5 CWFU / 78 GPM FLUSH VALVE
2. EXISTING 3" BACKFLOW PREVENTER 78 GPM
3. TOTAL LOSSES
B) PRESSURE LOSSES IN BUILDING
1. STATIC LOSS FEET
2. PRESSURE REQUIRED AT FURTHEST FIXTURE
3. TOTAL LOSSES
C) UNIFORM FRICTION LOSS CALCULATION
1. PRESSURE AVAILABLE FOR FRICTION (A3 - B3) PSI
2. DEVELOPED LENGTH OF SYSTEM (FEET)
3. EQUIVALENT LENGTH OF SYSTEM (C2 X 1.25)
4. UNIFORM FRICTION HEAD LOSS (C1 X 100/C3)
PIPE SIZED ON PIPE FRICTION LOSS OF PSI / 100'
DOMESTIC WATER CALCULATIONSCOPPER PIPE - SIZING CHART B WATER SIZING CALCULATION (WEST SIDE OF
BUILDING AND MAIN LINE UP TO WATER METER
COPPER PIPE - SIZING CHART A WATER SIZING CALCULATION (EAST SIDE OF BUILDING)
2DOMESTIC WATER RISER DIAGRAM
1DOMESTIC WATER RISER DIAGRAM
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
PRESSURE AVAILABLE:
MAXIMUM PSI 70
MINIMUM PSI 60
PSI
2.6
12
14.60
4. PRESSURE AVAILABLE
MAXIMUM PSI 55.40
MINIMUM PSI 45.40
PSI
23 X .433 9.96
25
34.96
PSI
10.44
330
412.50
2.53
2.5
PRESSURE AVAILABLE:
MAXIMUM PSI 70
MINIMUM PSI 60
PSI
2.6
12
14.60
4. PRESSURE AVAILABLE
MAXIMUM PSI 55.40
MINIMUM PSI 45.40
PSI
23 X .433 9.96
25
34.96
PSI
10.44
211
263.75
3.96
3.8
CP
1
ET
1
HPWH
1
BV
1
BV
1
CP
1
ET
1
HPWH
1
BV
1
A
P3.0-1
A
P3.0-1
BASEMENT BASEMENT
FIRST FLOOR
SECOND FLOOR
CEILING
FIRST FLOOR
SECOND FLOOR
CEILING
LV-3
TMV-1
CWFU: 3
HWFU: 2.25
LV-2
TMV-1
CWFU: 2
HWFU: 1.5
2"2" 2"
WC-5
CWFU: 5
UR-3
CWFU: 4
UR-2
CWFU: 4
UR-2
CWFU: 4
2"2"WC-3
CWFU: 5
3/4"HWR
2"
WC-1
TP-2
CWFU: 5
LV-1
TMV-1
CWFU: 1
HWFU: .75
3/4"3/4"3/4"CW (2)2"CW (7)
LV-1
TMV-1
CWFU: 1
HWFU: .75
3/4"3/4"
(E)MS-1
CWFU: 3
HWFU: 2.25
3/4"
WC-4
CWFU: 52" 2"
LV-4
TMV-1
CWFU: 1
HWFU: .75
LV-4
TMV-1
CWFU: 1
HWFU: .75 3/4"CW (2)3/4"HW (1.5)WC-4
CWFU: 5 DF-1
CWFU: 1
3/4"
KS-1
CWFU: 2
HWFU: 1.5
3/4"CW (2)
3/4"HW (1.5) 3/4"HW (3)
3/4"CW (2)
1"HW (3.75)
2-1/2"CW (56)
2-1/2"CW (61)
WC-1
CWFU: 5
1-1/2"CW (5)1-1/2"CW (5)
3/4"HWR 1/2"HWR
1"HW (5.25)
BASEMENT BASEMENT
FIRST FLOOR
SECOND FLOOR
CEILING
FIRST FLOOR
SECOND FLOOR
CEILING
WC-6
TP-2
CWFU: 51-1/2"1-1/2"CW (5)
UR-1
CWFU: 4
1-1/2"CW (9)
LV-1
TMV-1
CWFU: 1
HWFU: .75
1/2"
LV-2
TMV-1
CWFU: 2
HWFU: 1.5
WC-7
CWFU: 5
1/2"CW (2)
WC-6
TP-2
CWFU: 51-1/2" (7)
DF-1
CWFU: 1
3/4"
3/4"CW (2)
3/4"HW (1.5)1-1/4"1-1/2"CW (5)
(E)HB
CWFU: 2.5
(E)2-1/2"CW (109.5)
(E)MS-1
CWFU: 3
HWFU: 2.25
3/4"3/4"
1/2"HWR 1/2"HWR
3/4"3/4"DF-1
CWFU: 1
3/4"
1"CW (4)
1"HW (3.75) 1"HW (3.75)
1"HW (7.5)
3/4"HW (2.25)
3/4"CW (3)
3/4"CW (1)3/4"CW (3)
1"CW (6)2"CW (10)
1"HW (7.5)
3/4"HW (2.25)1-1/4"HW (9.75)1-1/4"HW (11.25)
2"CW (14)
2"2"2"
2"CW (19)2"CW (23)2"CW (33)
2"CW (10)1-1/4"CW (3)1-1/4"HW (11.25)1-1/4"HW(13.5)1-1/4"CW
3/4"
2"CW (3) 2"CW (8) 2"CW (18) 2"CW (23)2-1/2"CW1-1/2"CW (5)
3/4"CW (3)
1/2"HWR3/4"HW (1.5)
3/4"HW (2) 3/4"HW (4.25)
3/4"
MS-1
CWFU: 3
HWFU: 2.25
3/4"3/4"
3/4"HW (2.25)
3/4"CW (3)
2"CW(13)
SOV
BEHIND
ACCESS
PANEL
SOV
BEHIND
ACCESS
PANEL
LV-1
TMV-1
CWFU: 1
HWFU: .751/2"CW (1)1/2"HW (.75)1-1/2"CW (11)
WC-4
TP-2
CWFU: 5 1-1/2"CW (10)WC-4
TP-2
CWFU: 5
1/2"CW (1)
3/4"HW (2.75)3/4"CW (2)3/4"HW (1.5)1/2"CW (.5)RB-1
CWFU: 0.5
KS-2
CWFU: 2
HWFU: 1.5
3/4"CW (2.5)
1"CW (8.5)
3/4"HW (5.75)
LV-1
TMV-1
CWFU: 1
HWFU: .751/2"CW (1)1/2"HW (.75)S-1
CWFU: 2
HWFU: 1.5
1"HW (6.5) 1"HW (8)
1"CW (3)1"CW (5)
1/2"HWR
1"CW (6)2"CW(19.5)2"CW (32.5)2"CW (10)
1/2"
1/2"CW (1)1-1/2"CW (10)2"CW (42.5) 2"CW (45.5)
S-1
CWFU: 2
HWFU: 1.5
2"CW (45.5)
(E)2-1/2"CW (145)(E)2-1/2"CW
(99.5)
(E)3"BFP RPZ
(E) METER
FD FD
1/2" 1/2"
FD
1/2"
FD
1/2"
DRAIN
VALVE
FS
TP-1
FS
TP-11/2"CW1/2"CW1/2"CW 1/2"CW
TRAP PRIMER
PPP #FVP-1VB
2-1/2"CW (61)
SIZE PER CHART B
SIZE PER CHART A
1-1/4"HW(10.5)
SOV
BEHIND
ACCESS
PANEL
WC-6
TP-2
CWFU: 5
2" 2"
WC-6
TP-2
CWFU: 5
2"CW (10)
LV-1
TMV-1
CWFU: 1
HWFU: .75
3/4"3/4"
3/4"CW (1)
SOV
BEHIND
ACCESS
PANEL
2"CW (10)2"CW (10)2"CW (10)2"CW (14) 2"CW (16) 2"CW (36)2"CW (46)SOV
BEHIND
ACCESS
PANEL
WC-2
CWFU: 5
2"WC-1
CWFU: 5
2"
WC-3
TP-2
CWFU: 5
2"CW (13)
WC-4
TP-2
CWFU: 5
WC-4
CWFU: 5
2-1/2"CW (61)2-1/2"CW (107)(E)2-1/2"CW (107)
FD FD FD1/2"TP1/2"TPFD 1/2"TPFD 1/2"TPI
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
P3.0-1
DOMESTIC WATER
RISER DIAGRAM
096
RFI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
25 ASI 07.31.2025
25
ASI
25
ASI 25
ASI
25
ASI
25
ASI
2SANITARY AND VENT RISER DIAGRAM - EAST EXIT
1SANITARY AND VENT RISER DIAGRAM - SOUTH EXIT
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
HPWH
1
SE
1
SE
2
A
P3.0-2
A
P3.0-2
BASEMENT BASEMENT
FIRST FLOOR
SECOND FLOOR
CEILING
FIRST FLOOR
SECOND FLOOR
CEILING
LV-3
(3 DFU)
LV-2
(2 DFU)
(E)MS-1
(3 DFU)
WC-1
(4 DFU)
WC-1
(4 DFU)
DF-1
(1 DFU)
KS-1
(2 DFU)
BASEMENT BASEMENT
FIRST FLOOR
SECOND FLOOR
CEILING
FIRST FLOOR
SECOND FLOOR
CEILING
4"W (8) 4"W (12) 4"W (13)
2"W (2)2"W (2)LV-1
(1 DFU)
WC-1
(4 DFU)
2"W (2)
LV-1
(1 DFU)
WC-6
(4 DFU)
4"W (6)
WC-3
(4 DFU)
WC-3
(4 DFU)
WC-4
(4 DFU)
WC-4
(4 DFU)
WC-5
(4 DFU)
UR-3
(2 DFU)
UR-2
(2 DFU)
UR-2
(2 DFU)WC-1
(4 DFU)
2"W (5)2"W (7)2"W (9)4"W (13)4"W (21)4"W (25)4"W (52)2"W (3)2"W (3)4"W (55)4"W (58)
2"W (0)4"W (4)2"W (0)4"W (58)4"W (62)4"W (75)
BASEMENT
2"FD-1
(0 DFU)
4"W (9)
ROOFROOF
3"VROOFROOF
2"V (0) 2"V (1) 2"V (9) 2"V (10) 2"V (11)
2"V (4)
2"V (3)4"V (73)2"V (9)2"V (0)2"V (0)
(E)4"VTR
(73)
NEW 2"VTR
(2)1-1/4"V(E)FS
(0 DFU)2"V2"V2"V2"V2"V2"V2"V2"V2"V2"V2"V (2)2"V 2"V2"V2"HD-1
(0 DFU)2"V2"V1-1/4"V1-1/4"V3"MS-1
(3 DFU)
3"W
3"W (3)2"V2"W 2"V2"FD-1
(0 DFU)
2"W (1)
2"W
2"W (1)WC-4
(4 DFU)
WC-4
(4 DFU)
4"W (21)2"V4"W (13)
WC-6
(4 DFU)2"V2"FD-1
(0 DFU)
2"W
WC-7
(4 DFU)2"V4"W (4) 4"W (4)2"W (3)4"W (13)LV-2
(2 DFU)2"V2"W2"W (2) 2"W (3)4"W (11)2"V4"W (7)
KS-2
(2 DFU)2"V2"FD-1
(0 DFU)
WC-6
(4 DFU)2"V2"W
4"W (4) 4"W (4)
UR-1
(2 DFU)
LV-1
(1 DFU)2"V2"W (3) 2"W (1)4"W (7)4"W (7)(E)4"W (0)
2"W (2)
(E)4"W
(E)FD
(0 DFU)
(E)4"W
(E)FD
(0 DFU)
(E)4"W (0)
2"W
2"W (0)
2"W
2"FS-1
(CONDENSATE)
(0 DFU)
2"W (0)
WCO
2"FS-1
(CONDENSATE)
(0 DFU)2"V2"V2"V (0) 2"V (0)2"V2"V4"W (30) 4"W (32)
2"V(2) 3"V(13) 3"V(5) 3"V(4) 3"V(3)
2"V (4)
3"V(15)
2"V (0) 2"V (6) 2"V (7) 2"V (9) 3"V(24)3"V(15)3"V(15)2"V3"V(28) 3"V(32) 2"V(2)
S-1
(2 DFU)
DF-1
(1 DFU)1-1/4"VS-1
(2 DFU)2"V2"W(3) 2"W(2)
2"V(2)2"V(3)2"FORCE PIPING2"FORCE PIPING4"W
2"W (0)2"V2"W2"V(2) 2"V(2)
3"VTR
(37 DFU)3"V(34)3"V(34)3"V(37)(E)4"W (35) (E)4"W (37)
1/4" PER 1'-0'
SLOPE
1/4" PER 1'-0'
SLOPE 1/4" PER 1'-0'
SLOPE
1/4" PER 1'-0'
SLOPE
1/4" PER 1'-0'
SLOPE
1/4" PER 1'-0'
SLOPE
TO EXISTING
SEWER MAIN
TO EXISTING
SEWER MAIN
DF-1
(1 DFU)2"V (1)2"W (1)2"V (0)2"V (1)
3"V (33) 3"V (25) 2"V (21) 2"V (13) 2"V (9) 2"V (7) 2"V (5) 2"V (3)2"V (7)2"V (3)2"V (2)2"V (2)WC-1
(4 DFU)2"VWC-2
(4 DFU)2"V4"W (29)4"W (33)
WC-6
(4 DFU)
4"W (9)2"W (1)
LV-1
(1 DFU)1-1/4"V2"W (1)
2"V (3)3"V (29)
3"V (40)
2"V (3)
2"V (4)
2"V (11)
2"V (4)
2"V (1)2"V (2)
LV-1
(1 DFU)
2"W (1)2"VLV-1
(1 DFU)2"V2"V (8)
2"W (3) 2"W (4)2"W (1)2"V (4)
2"V (11)4"W (15)2"W (3)
2"V (9)2"V (1)3"V (58) 3"V (64)
LV-1
(1 DFU)1-1/4"V2"W (1)LV-1
(1 DFU)
2"W (1)2"FORCE PIPING2"FORCE PIPINGBACKWATER
VALVE
2"FD-1
(0 DFU)
2"W 2"V2"W
2"FD-1
(0 DFU)
2"V (9)
4"W (9)
2"FD-1
(0 DFU)
2"W 2"V2"W (1)
2"V (2)
2"FD-1
(0 DFU)2"W 2"V2"W
2"FD-1
(0 DFU)
2"V (10)2"W (0)I
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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
P3.0-2
SANITARY AND
VENT RISER
DIAGRAM
096
RFI
096
RFI
096
RFI
REV # DESCRIPTION DATE
#020 ASI 03.21.2025
096 RFI 03.27.2025
25 ASI 07.31.2025
25
ASI
25
ASI
25
ASI
ROSS STREET
LIMIT OF WORKLIMIT OF WORKSANTA ANA LIBRARYLIMIT OF WORKLIMIT OF WORKPARKING STRUCTURELIMIT OF WORKKID'S AREAN.A.P.TREVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLTREXISTINGTOREMAINTRZZZZZZZZZZZZZZZZZZZZLIMIT OF WORKLIMIT OF WORKSANTA ANA LIBRARYLIMIT OF WORKLIMIT OF WORKPARKING STRUCTURE
LIMIT OF WORK
KID'S AREAN.A.P.TREVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLTREXISTINGTOREMAINTRIUEIHU9AS.OAFRANCN4080HINSL11ALECRNDENVA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4terra nINTEGRATIONLandscape Architecture CA#5231Planning + Design + Sustainability143 S. Olive St.Orange I CA I 92866714-724-981426 CIVIC CENTERPLAZASANTA ANACA 92701SANTA ANALIBRARYRENOVATIONCITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701CONSTRUCTIONPLANLA-2.0NORTH010'20'40'SCALE: 1" = 20'-0"PAPAPAPAPAPA CONSTRUCTION LEGENDSYMBOLDESCRIPTIONDETAILMANUFACTURERMATERIAL/ MODELCOLOR/ FINISHNOTES LANDSCAPESHADE STRUCTUREB/ LA-2.2PRISMATIC POWDER COATPOST: WHITE COLOR & FINISH TO MATCH EASTGARDEN PORTHOLE ON ARCHITECTURETRELLIS: CINDERBLOCK BROWN COLORSEE STRUCTURAL ENGINEERING PLANS FORCONSTRUCTION COLOR SAMPLESTO BE PROVIDED BY FABRICATORCONCRETE AMPHITHEATERSEATINGB/ LA-2.2DAVIS CONCRETEDAYTON SUPERIORCOLOR: PEBBLEFINISH: TOP CAST #1COMPOSITE WOOD DECKD,E,F/LA-2.1CALI BAMBOO 888-788-2254SEDONA TRUORGANICS 3GWIDE COMPOSITEWWW.CALIBAMBOO.COM PROVIDE SAMPLES FORAPPROVAL PAVINGCONCRETE FLATWORK -VEHICULARSEE CIVILPLANSDAVIS CONCRETEDAYTON SUPERIORPIP CONCRETECOLOR: PEBBLEFINISH: TOPCAST #1 & SEEDED 10MMDARK-COLORED COARSE AGGREGATESAMPLES TO BE PROVIDED FOR APPROVALCONCRETE FLATWORKSEE CIVILPLANSDAVIS CONCRETEDAYTON SUPERIORPIP CONCRETECOLOR: PEBBLEFINISH: TOPCAST #1COLORED CONCRETE -VEHICULARSEE CIVILPLANSDAVIS CONCRETEDAYTON SUPERIORPIP CONCRETECOLOR: PEBBLEFINISH: TOPCAST #1COLORED CONCRETESEE CIVILPLANSDAVIS CONCRETEDAYTON SUPERIORPIP CONCRETECOLOR: PEBBLEFINISH: TOPCAST #1 & SEEDED 10MMDARK-COLORED COARSE AGGREGATESAMPLES TO BE PROVIDED FOR APPROVAL18" WIDE CONCRETE BAND -VEHICULARB/ LA-2.1PIP CONCRETENATURAL GRAY CONCRETE / BROOM FINISH12" WIDE CONCRETE BANDB/ LA-2.1PIP CONCRETENATURAL GRAY CONCRETE / BROOM FINISH6" WIDE CONCRETE HEADERC/ LA-2.1PIP CONCRETENATURAL GRAY CONCRETE / BROOM FINISHCOBBLEC/ LA-2.1SOUTHWEST BOULDER ANDSTONE3/4" SMOOTH PEBBLE MULCHCOLOR: GLACIER PEBBLEVARIOUS SAMPLES TO BE PROVIDED FOR LIBRARYAPPROVAL PRIOR TO PURCHASE- SEE SUBMITTAL #329300-1.0 PLANTING PRODUCT DATA.4" DEPTHCONCRETE STEPSI/ LA-2.1DAVIS CONCRETEDAYTON SUPERIORPIP CONCRETECOLOR: PEBBLEFINISH: TOPCAST #1PERMEABLE PAVERSF/ LA-2.2STEPSTONE, INC.3X18X4 NARROW MODULARPAVERS WITH 1/8" T-BARS FORPERMEABILITYCOLOR: ALMONDFINISH: 1806 LIGHT SANDBLASTSAMPLES TO BE PROVIDED FOR APPROVAL6" BAND AT PAVER EDGEF/ LA-2.2DAVIS CONCRETEDAYTON SUPERIORPIP CONCRETECOLOR: PEBBLEFINISH: TOPCAST #1ENTRY TILEEMSER TILEBUILDING BLOCKS CONCRETEPORCELAIN TILECOLOR: SILVERGROUT COLOR: COLOR TO MATCH TILESIZE: 24"X47"SAMPLES TO BE PROVIDED FOR APPROVALSYNTHETIC TURFXGRASSLUXURY 1ST CUTCOLOR: SUMMER BLENDSAMPLES TO BE PROVIDED FOR APPROVALCONCRETE FLATWORKSEE CIVILPLANSPIP CONCRETECOLOR AND FINISH TO MATCH ADJACENT EXISTINGCHILDREN'S AREA CONCRETE WALLSSEATWALLD/ LA-2.1DAVIS CONCRETEDAYTON SUPERIORCOLOR: PEBBLEFINISH: TOPCAST #1PLANTER WALLF/ LA-2.1DAVIS CONCRETEDAYTON SUPERIORVALORI PRECASTCOLOR: PEBBLEFINISH: TOPCAST #1CAP: 3" SQUARE, GRIS SANDBLASTSAMPLES TO BE PROVIDED FOR APPROVAL FENCING / GATES8' HT. FENCINGA/ LA-2.2PRISMATIC POWDER COATTUBULAR STEELCINDERBLOCK BROWNSHOP DRAWINGS TO BE SUBMITTED FOR APPROVALPEDESTRIAN GATE - SINGLEC/ LA-2.2PRISMATIC POWDER COATTUBULAR STEELCINDERBLOCK BROWNSHOP DRAWINGS TO BE SUBMITTED FOR APPROVALPEDESTRIAN GATE - DOUBLED/ LA-2.2PRISMATIC POWDER COATTUBULAR STEELCINDERBLOCK BROWNSHOP DRAWINGS TO BE SUBMITTED FOR APPROVALL-1L-2L-3P-1P-2P-3P-4P-5P-6P-7P-8P-9P-10P-11P-12P-13P-14W-1W-2F-1F-2F-3 REFERENCE LEGENDSYMBOLDESCRIPTIONSYMBOLDESCRIPTIONTRASH ENCLOSURE PER ARCHITECTMODULAR WETLAND SYSTEM BY CIVIL ENGINEERDRIVEWAY APRON PER CIVIL ENGINEERDETECTABLE WARNING PER CIVIL ENGINEERCURB PER CIVIL ENGINEERLIGHT POLE STANDARDS PER LIGHTING CONSULTANTCURB RAMP BY CIVIL ENGINEERSOUTH TRELLIS BY ARCHITECTCONCRETE PARKING LOT BY CIVIL ENGINEEREXPANSION JOINTS - SEE LA-2.1 FOR DETAILNEW LIBRARY MONUMENT SIGN BY SIGNAGE CONSULTANT1728394105116NOTES1.CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT AND/OR OWNER IF ANY DISCREPANCIESBETWEEN LEGEND AND PLAN AND/OR PLANS AND SITE OCCUR.2.EXISTING SECURITY LIGHT POLES TO BE REMOVED.3.EXISTING PLAQUES AND TIME CAPSULE TO BE RELOCATED PER PLAN, SEE CALL OUT S-34.CONTRACTOR TO COORDINATE EXACT LOCATIONS OF CONCRETE DRIVE ISLE EXPANSION JOINTSWITH FUTURE STEAM UTILITY PLANS.CIVIC CENTER DRIVEPAPAPAPAPATURFPAPAPAPAPAPAPAPAPAPAPA(2) EXISTING LIGHT STANDARDSTO REMAIN- PROTECT IN PLACEEXISTING CONCRETESIDEWALK TO REMAIN,PROTECT IN PLACEEXISTING CONCRETE SIDEWALKTO REMAIN, PROTECT IN PLACEL-2L-3W-2LIMIT OF WORKF-1S-1P-2P-2P-312333445PA6EXISTING STATUE TO REMAIN,PROTECT IN PLACEP-7P-2P-9P-7P-8EXISTING FICUS, PROTECT IN PLACE. NOT INSCOPE - SHOWN FOR ADDITIONAL INFORMATIONEXISTING PILASTERS TO REMAIN,PROTECT IN PLACEP-27W-2PA20'-5"5'-0"24'-0"9'-0"
3'-0"1'-9"1'-8"6'-9"1'-6"
ALIGN
9'-7"15'-0"10'-9"CONTRACTOR TO COORDINATETRANSITIONS BETWEEN NEW &EXISTING ELEMENTS IN THISLOCATION W/ DESIGN TEAMPRIOR TO INSTALLATIONCLA-2.2BLA-2.29'-10"47'-9"R10'-6"9'-10"88PACONCRETE HEADER SHALLBE CLEAR OF CENTER OFTREE TRUNK BY 6'-0" MIN.TYPICAL FOR BOTH5'-0"
5'-0"
8'-0"3'-0"W-1F-1P-8F-2F-3F-1P-2P-2S-6S-3P-12S-8P-4P-2P-4P-22'-2"11'-6"
6'-0"6'-0"3'-0"13'-7"8'-7"8'-0"12'-7"12'-0"
10'-0"17'-0"3'-0"ALIGN
Ø35'-0"4'-0"EXISTING FICUS, PROTECT IN PLACE. NOT INSCOPE - SHOWN FOR ADDITIONAL INFORMATIONADA COMPANION SEATING ATAMPHITHEATER BENCHP-5PAP-6TURFP-3P-610S-5S-3FLAGPOLE TO REMAIN.PROTECT IN PLACEL-1P-2S-4S-43'-0"S-214'-7" CONSTRUCTION LEGEND cont'dSYMBOLDESCRIPTIONDETAILMANUFACTURERMATERIAL/ MODELCOLOR/ FINISHNOTES SITE AMENITIESBOOK DROPG/ LA-2.1KINGSLEY LIBRARY EQUIPMENT60 C-SERIES, 00-9860LUSTERREFER TO MANUFACTURERS SPECIFICATIONS FORINSTALLATION. DEPOSITARY OPENING TO BE STREETFACING FOR EASY CART REMOVALPARKING METERPER CIVILN/AN/AN/APARKING METER PROVIDED BY CITY OF SANTA ANAPARKING METER OPERATIONS (CDA)RELOCATED LIBRARY TIME CAPSULE/PLAQUE SEE CIVILENGINEER DEMOLITION PLAN C1.2-0N/AN/AN/AN/AEXISTING PLAQUES AND TIME CAPSULE TO BERELOCATED AND APPROVED BY LIBRARY PRIOR TOANY HARDSCAPE POUR. CONTRACTOR SHALL SAFELYPACK AND COORDINATE TIME CAPSULE STORAGELOCATION WITH LIBRARY UNTIL FINAL INSTALL.RECEPTACLE BINSN/AFORMS AND SURFACESAPEX RECEPTACLE, 36-GALLONSPLIT-STREAM WITH RAIN COVERAND TOOL OPERATED SECURITYLATCH.INSET MATERIAL: STAINLESS STEEL IN SATIN FINISHLID, RAINCOVER, AND FRAME MATERIAL: ALUMINUMPOWDERCOAT WHITE FINISHGRAPHIC: BLACK BACKGROUND, LITTER AND RECYCLINGTOTAL QTY: 3, SURFACE MOUNTPLANTER POTSE/ LA-2.2OLD TOWN FIBERGLASSPONTO - PCL3930FLWHITE, ORANGE PEEL FINISHQTY: 2BIKE RACKSN/ASTREETSCAPES.BIZARTISTIC BOOK BIKE RACK - READ -RBR-FT-PC DEROLIGHT GRAY RAL 7042QTY: 2, SURFACE MOUNT, INSTALL PERMANUFACTURERS RECOMMENDATIONSBOLLARDSN/AGRAINGERCBOL-42-4STAINLESS STEELQTY: 2, SURFACE MOUNTCERAMIC PAVEMENT MARKERSN/ASTOP-PAINTING.COM6" ROUND CERAMIC ROADREFLECTORSWHITE, NON-REFLECTIVEINSTALL PER MANUFACTURER'S RECOMMENDATIONENTRY POTTERYE/ LA-2.2WAUSAUTILE.COMSL4034 CONCRETE PEDESTALPLANTERPRIOR TO PURCHASE, VERIFY COLOR WITH LANDSCAPEARCHITECTQTY: 2, SEE F / LA-3.3 FOR ENTRY POTTERY DETAILBOOK MOBILE POTTERYE/ LA-2.2OLD TOWN FIBERGLASSSTANDARD RECTANGLE - RL723030WHITE, ORANGE PEEL FINISHQTY: 5S-1S-2S-3S-4S-5S-6S-7S-8S-9S-10L-39S-2P-2Ø4'-0"9'-7"6'-0"3'-0"P-10P-10P-611P-6P-31111S-4P-1111P-11S-7P-1P-5P-12S-95'-7"
6'-0"
ALIGN P-8P-7CL16'-10"ASI#10.2ASI#10.210'-9", TYP.12'-8", TYP.CL P-131'-0",TYP.P-14ASI#10.2ALIGN PLANTER EDGE TO JOINT1'-0",
TYP.ASI#10.2PAS-10ASI#10.2P-13TILE ALIGNMENT ORIGIN POINTALIGN TILE EDGE TO JOINTALIGN TILE EDGE TO JOINT5'-10"ASI#10.210'-5"3'-2"ASI#10.2ASI#10.2P-7ASI27.2ASI27.2
SYMBOLMANUFACTURER/MODEL/DESCRIPTIONARCPSIGPMRADIUSRAIN BIRD RD-06-S-P30-F-U 08 HE-VTURF SPRAY, 6IN. POP-UP, WITH 30 PSI IN-STEMPRESSURE REGULATION, SEAL-A-MATIC CHECK VALVE,AND FLOW-SHIELD TECHNOLOGY. 1/2IN. NPT FEMALETHREADED INLET.ADJ30≤ 1.198'RAIN BIRD RD-06-S-P30-F-U 12 HE-VTURF SPRAY, 6IN. POP-UP, WITH 30 PSI IN-STEMPRESSURE REGULATION, SEAL-A-MATIC CHECK VALVE,AND FLOW-SHIELD TECHNOLOGY. 1/2IN. NPT FEMALETHREADED INLET.ADJ30≤ 2.3812'RAIN BIRD RD-06-S-P30-F-U 15 HE-VTURF SPRAY, 6IN. POP-UP, WITH 30 PSI IN-STEMPRESSURE REGULATION, SEAL-A-MATIC CHECK VALVE,AND FLOW-SHIELD TECHNOLOGY. 1/2IN. NPT FEMALETHREADED INLET.ADJ30≤ 3.7115'RAIN BIRD 1806-1400 FLOOD 1401FLOOD BUBBLER 6.0IN. POPUP360200.253'SYMBOLMANUFACTURER/MODEL/DESCRIPTIONPIPE TRANSITION POINTPIPE TRANSITION POINT FROM PVC LATERAL TO DRIPTUBING WITH RISER TO ABOVE GRADE INSTALLATION.RAIN BIRD MDCFCAPDRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTINGCOUPLER.RAIN BIRD ARV0501/2IN. AIR RELIEF VALVE WITH A 6IN. DRIP VALVE BOX (SEB7XB EMITTER BOX). USE WITH INSTALLATION BELOW SOIL.HUNTER SD-B-STKMICRO SPRAY FOR RESIDENTIAL/COMMERCIAL USE. EIGHTSTREAMS OF WATER, WITH 360 DEGREE SPRAY. 15PSI TO30PSI. SOLO-DRIP WITH BARB AND 6IN. STAKE.AREA TO RECEIVE DRIPLINERAIN BIRD XFS-04-18XFS SUB-SURFACE PRESSURE COMPENSATING DRIPLINEW/COPPER SHIELD TECHNOLOGY. 0.4 GPH EMITTERS AT18" O.C. LATERALS SPACED AT 18" APART, WITH EMITTERSOFFSET FOR TRIANGULAR PATTERN. UV RESISTANT.SPECIFY XF INSERT FITTINGS.SYMBOLMANUFACTURER/MODEL/DESCRIPTIONRAIN BIRD EFB-CP1IN. BRASS REMOTE CONTROL VALVE, THAT ISCONTAMINATION PROOF W/SELF-FLUSHING FILTERSCREEN. GLOBE CONFIGURATION,RAIN BIRD EFB-CP-PRS-D1IN. BRASS REMOTE CONTROL VALVE, THAT ISCONTAMINATION PROOF W/SELF-FLUSHING FILTERSCREEN. GLOBE CONFIGURATION. USE NIBCO T-113-KGATE VALVE BEFORE VALVE. ADD RAIN BIRD PRF-100-RBYFILTER WITH VALVE.HUNTER HQ-5LRCQUICK COUPLER VALVE, YELLOW LOCKING RUBBERCOVER, RED BRASS AND STAINLESS STEEL, WITH 1IN. NPTINLET, 1-PIECE BODY.NIBCO T-113-KCLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSSHANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER ATVALVE LOCATION.GRISWOLD 2160 1-1/2"1IN.-8IN. SOLENOID, NORMALLY OPEN MASTER VALVE.CAST IRON AND BRONZE MATERIAL. NPT ENDCONNECTION.FEBCO LF850-U-S 2"REDUCED PRESSURE BACKFLOW ASSEMBLYCALSENSE CS3000-32-S/CS3-GR-KIT/TP-110CS3000 SERIES 32 STATION AUTOMATIC CONTROLLERWITH STAINLESS STEEL TOP-ENTRY PEDESTALENCLOSURE AND 4G LTE CELLULAR MODEM WITHANTENNA. FLOW METER TO BE INSTALLED, SEE SEPARATECALLOUT. CONTRACTOR TO CONTACT CITY PUBLICWORKS PRIOR TO PURCHASING TO VERIFYCOMMUNICATIONS OPTIONS, EXISTING CALSENSECELLULAR DATA PLAN, AND EXISTING INTEGRATION WITHPLAYGROUND.CALSENSE REP: DAVID MEEHAN (760) 580-1829CALSENSE FM-1.5B1.5" BRONZE FLOW METER IN 1" BRASS TEE. WIRECONTROLLER USING #14 AWG WIRE IN 1" CONDUIT,INSTALL PER MANUFACTURERS RECOMMENDATIONS.MULTIPLE FLOW SENSORS REQUIRE SEPARATE CONDUITRUNS.STRONG BOX SBBC-45CRLOW PROFILE, TUBE AND WIRE CONSTRUCTION SMOOTHTOUCH SURFACE, COLD ROLLED STEEL, BACKFLOWENCLOSURE. 46.5IN.L, 28IN.H, 17.75IN.W.CALSENSE RB-1 TIPPING BUCKET RAIN SENSORMOUNT TO BUILDING UNDER CITY AND HISTORICALARCHITECT REVIEW. WIRED PER MANUFACTURERSINSTRUCTIONSWATER METER 2"DOMESTIC WATER. SEE POINT OF CONNECTION NOTES.IRRIGATION LATERAL LINE: PVC SCHEDULE 40SEE PIPE SIZING CHARTIRRIGATION MAINLINE: PVC CLASS 315 SDR 13.5PIPE SLEEVE: PVC SCHEDULE 4082151NO SYMBOL360MVBFAFSBERSMZZZZZZZZZZZZZZZZZZZZCIVIC CENTER DRIVEROSS STREET
LIMIT OF WORKLIMIT OF WORKSANTA ANA LIBRARYLIMIT OF WORKLIMIT OF WORKPARKING STRUCTURELIMIT OF WORKKID'S AREAN.A.P.TREVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLTREXISTINGTOREMAINTRA6.66A-41"DriplineZONE10.5A-51"DriplineZONE6.16A-31"DriplineZONE21212151512121212121515121212121212121215151515151212151515134"34"1"1"34"34"34"114"34"34"1"34"1"34"34"6A-61"BubblerZONE1.91A-71"DriplineZONE16.9A-81"DriplineZONEA-920.51"Turf SprayZONEA-109.21"Turf SprayZONE10.4A-111"Turf SprayZONE20.7A-121"Turf SprayZONEA-1310.71"DriplineZONEA-143.51"BubblerZONEBE1"1"A-17.081"DriplineZONEA-221"BubblerZONE34"515121212121212121212121518888834"34"34"34"MBFFSMV34"RS114"1"114"1"114"114"1"34"114"114"34"34"2"2"#"###VALVE CALLOUTVALVE NUMBERVALVE FLOWHYDROZONEVALVE SIZEIUEIHU9AS.OAFRANCN4080HINSL11ALECRNDENVA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4terra nINTEGRATIONLandscape Architecture CA#5231Planning + Design + Sustainability143 S. Olive St.Orange I CA I 92866714-724-981426 CIVIC CENTERPLAZASANTA ANACA 92701SANTA ANALIBRARYRENOVATIONCITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701IRRIGATIONPLANLA-3.01.POINT OF CONNECTION (POC) SHALL BE AT NEWLY PROVIDED 2" WATER METER AND SERVICE LINE. INSTALLNEW 2" BACKFLOW PREVENTOR, 1 1/2" MASTER VALVE, AND 1 1/2" FLOW METER AT LOCATION INDICATED ONCIVIC CENTER DRIVE. REFERENCE CIVIL ENGINEERING UTILITY PLANS FOR MORE INFORMATION2.CONTRACTOR SHALL CAP EXISTING IRRIGATION TO SITE AND ABANDON CURRENT OPERATING EQUIPMENT.NEW IRRIGATION SHALL BE INSTALLED PER PLAN.3.THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION AND WATER PRESSURE IN THE FIELD PRIOR TOSTARTING WORK. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMANDAS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWINGS IS FOUND TO BEDIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THELANDSCAPE ARCHITECT,SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWNHEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OFTHE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY/ OWNER.WATER PRESSURE AT METER60-65PSIDESIGN WATER PRESSURE30PSI4.CONTROLLER NOTE:4.1.THE CONTRACTOR SHALL REMOVE THE EXISTING IRRIGATION CONTROLLER, AND INSTALL NEW CALSENSECONTROLLER PER IRRIGATION LEGEND. RE-ESTABLISH CONNECTION TO EXISTING POWER SUPPLY.CONNECT & INTEGRATE EXISTING PLAYGROUND STATIONS INTO NEW CONTROLLER.1.CONTRACTOR TO INSTALL ALL IRRIGATION EQUIPMENT WITHIN LIMIT OF SITE WORK. SHOWN FOR CLARITYONLY - IRRIGATION IS SCHEMATIC.2.THE IRRIGATION PLAN IS DIAGRAMMATIC. CONTRACTOR CAN ROUTE PIPING IN A FREE FORM MANNER,AVOIDING OBJECTS LIKE LIGHT STANDARDS, TRANSFORMER PADS, EQUIPMENT VAULTS, SUB-SURFACEROCK TOO LARGE TO REMOVE, ETC.DRIPLINE NOTESLATERAL PIPE SIZINGFLOWPIPE SIZEFLOWPIPE SIZE0-8 GPM3/4"22.1-281 1/2"8.1-12 GPM1"28.1-452"12.1-22 GPM1 1/4"45.1+2 1/2"COMPLIANCE NOTEI HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THEEFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.3/17/2022LANDSCAPE ARCHITECTDATEPOINT OF CONNECTION NOTESIRRIGATION LEGENDINSTALL BUBBLERS ON OUTER EDGEOF MULCH LINE.SEE PLANTING PLAN FOR MULCH LINE.WIRE SLEEVE: PVC SCHEDULE 40.BURY MIN. 24" BELOW GRADE, EXTEND MIN. 12" BEYOND EDGE.NO SYMBOLNORTH010'20'40'SCALE: 1" = 20'-0"CONNECT NEW MAINLINE TOEXISTING MAINLINE SERVICINGCHILDREN'S PLAYGROUNDTHROUGH SHUT OFF VALVE.SHUT OFF VALVE TO BE LOCATED INEXISTING PLANTER AND TO RECEIVE3" LAYER OF BARK MULCH PERPLANTING PLANSCONTRACTOR TO REMOVE EXISTINGBACKFLOW, MASTER VALVE, ANDFLOW SENSOR ONLY.EXISTING CHILDREN'S PLAYGROUNDIRRIGATION TO BE INCORPORATEDINTO NEW OVERALL LIBRARYIRRIGATION SYSTEMREFER TO CIVIL PLANS PREPARED BYKPFF/ UTILITY PLAN SHEET C1-5.1 FORMORE INFORMATION AND COORDINATIONPRESSURE MAINLINE SHALL BE LOCATEDIN PLANTER IN A LOCATION FREE OFOBSTRUCTIONS AND MINIMUM OF 5'FROM TREE ROOTBALL. PLAN SHOWNFOR CLARITY PURPOSES ONLY.ASI#10.2ASI#10.2ASI#10.2ASI27.2
SYMBOLBOTANICAL / COMMON NAMESIZEWUCOLSQTYTREESLAURUS X 'SARATOGA'SARATOGA HYBRID LAUREL24" BOXMED9PHOENIX DACTYLIFERADATE PALM20` BTHLOW5QUERCUS AGRIFOLIACOAST LIVE OAK48" BOXLOW5EXISTING TREE TO REMAINMAGNOLIA GRANDIFLORASOUTHERN MAGNOLIA---MED2SYMBOLBOTANICAL / COMMON NAMESIZEWUCOLSSPACINGQTYSHRUBSABUTILON PALMERIINDIAN MALLOW5 GAL.LOW48" o.c.17ACANTHUS MOLLISBEAR'S BREECH5 GAL.MED36" o.c.64AGAVE ATTENUATAFOXTAIL AGAVE5 GAL.LOW48" o.c.26ELYMUS CONDENSATUS 'CANYON PRINCE'CANYON PRINCE WILD RYE5 GAL.LOW48" o.c.97FRANGULA CALIFORNICA 'EVE CASE'EVE CASE COFFEEBERRY5 GAL.V.LOW36" o.c.417LIRIOPE MUSCARI 'BIG BLUE'BIG BLUE LILYTURF5 GAL.LOW18" o.c.4MUHLENBERGIA RIGENSDEER GRASS5 GAL.LOW36" o.c.283PRUNUS CAROLINIANA 'MONUS'BRIGHT 'N TIGHT CAROLINA CHERRY LAUREL15 GAL.LOW48" o.c.10SALVIA CLEVELANDII 'POZO BLUE'POZO BLUE CLEVELAND SAGE1 GAL.V.LOW48" o.c.156SIMMONDSIA CHINENSIS 'VISTA'JOJOBA5 GAL.V.LOW48" o.c.59SYMBOLBOTANICAL / COMMON NAMESIZEWATER USESPACINGQTYSHRUB AREASEUPHORBIA RIGIDAYELLOW SPURGE1 GAL.LOW18" o.c.198SYMBOLBOTANICAL / COMMON NAMESIZEWUCOLSSPACINGQTYGROUND COVERSBACCHARIS PILULARIS 'TWIN PEAKS'TWIN PEAKS COYOTE BRUSH5 GAL.LOW48" o.c.181LANTANA MONTEVIDENSIS `MONMA`WHITE LIGHTNIN` TRAILING LANTANA1 GAL.LOW24" o.c.249TURF MARATHON IIMARATHON IISODHIGH2,981 SFZZZZZZZZZZZZZZZZZZZZROSS STREET
LIMIT OF WORKLIMIT OF WORKSANTA ANA LIBRARYLIMIT OF WORKLIMIT OF WORKPARKING STRUCTURELIMIT OF WORKKID'S AREAN.A.P.TREVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLEVCAPABLEPARKINGSTALLTREXISTINGTOREMAINTR312LIMIT OF WORKTR
SYMBOLBOTANICAL / COMMON NAMESIZEWUCOLSQTYEXISTING PALMS TO BE RELOCATEDNOTE: SHOWN WITH THE NUMBERS 1,2,3PHOENIX CANARIENSISCANARY ISLAND DATE PALM---LOW3EXISTING PALMS TO REMAINPHOENIX CANARIENSISCANARY ISLAND DATE PALM---LOW3ALTERNATE OPTION = PALM TRANSPLANT1,2,3ADJACENT #'S (1,2,3) CORRESPOND TOALTERNATE OPTION TRANSPLANTING.REFER TO REMARKS ON LEGEND ONTREE DISPOSITION PLAN, LA-1.0REMARKSIUEIHU9AS.OAFRANCN4080HINSL11ALECRNDENVA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4terra nINTEGRATIONLandscape Architecture CA#5231Planning + Design + Sustainability143 S. Olive St.Orange I CA I 92866714-724-981426 CIVIC CENTERPLAZASANTA ANACA 92701SANTA ANALIBRARYRENOVATIONCITY OF SANTA ANA26 CIVIC CENTER PLAZASANTA ANA, CA 92701PLANTINGPLANLA-4.0PLANTING LEGEND1.MULCH3" MINIMUM LAYER MULCH SHALL BE APPLIED IN ALL PLANTER AREAS (NOT INCLUDING TURF AREAS). MULCH TO BEAGUINAGA FOREST FLOOR MULCH 1/2" OR APPROVED EQUAL.2.ROOT BARRIERROOT BARRIERS ARE REQUIRED WHERE TREES ARE PLANTED LESS THAN FIVE (5) FEET OF SIDEWALK, WALLS,STRUCTURES, CURBS, PAVING, PUBLIC IMPROVEMENTS WITHIN R.O.W. (TYP.), WATER, SEWER, STORM DRAIN, ETC. ROOTBARRIER TO BE DEEPROOT MODEL #UB 36-2 (800.458.7668) OR APPROVED EQUAL.3.PLANT QUANTITIESCONTRACTOR TO NOTE THAT THE QUANTITIES ON LEGEND AND PLANT CALLOUTS HAVE BEEN PROVIDED FOR QUICKREFERENCE ONLY. IT IS REQUIRED THAT THE CONTRACTOR NOT RELY ON THE ACCURACY OF THESE QUANTITIES ANDPROVIDE THEIR OWN PLANT MATERIAL COUNTS, BASED OFF SYMBOLS SHOWN ON PLAN, AT THE TIME OF PREPARING BID.ANY DISCREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THELANDSCAPE ARCHITECT PRIOR TO PURCHASING.4.DRAIN LINESCONTRACTOR TO LOCATE ALL DRAIN LINES IN FIELD PRIOR TO THE INSTALLATION OF TREES. CONTRACTOR SHALL NOTIFYLANDSCAPE ARCHITECT OF ANY CONFLICT WITH TREE OR PALM LOCATIONS WITH STORM DRAIN LINES.5.SOILS REPORTCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ONE (1) AGRONOMIC SOILS TESTS AND INSTALL PLANT MATERIALPER REPORT AND SOIL RECOMMENDATIONS.4.TREE SETBACKSTRAFFIC SIGNALS, STOP SIGNS20 FEETUNDERGROUND UTILITY5 FEETSEWER LINES10 FEETABOVE GROUND UTILITY10 FEETDRIVEWAYS10 FEETINTERSECTIONS (INTERSECT OF CURB LINES OF TWO STREETS) 25 FEETUNLESS OTHERWISE DIRECTED BY THE CITY OF SANTA ANA THESE MINIMUM TREE SETBACK SHALL BE MET5.PLANT SPACINGPLANT SPACING IS SHOWN IN LEGEND AS REFERENCE ONLY. ACTUAL SPACING OF PLANTS SHALL BE PER PLAN FIRST.PLANTING NOTESNORTH010'20'40'SCALE: 1" = 20'-0"COMPLIANCE NOTEI HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THEEFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLANS.3/17/2022LANDSCAPE ARCHITECTDATENORTH05'10'20'SCALE: 1" = 10'-0"EAST GARDENLANDSCAPE LIGHTINGCIVIC CENTER DRIVELIGHTING LEGEND (LOW VOLTAGE)MANUFACTURERTYPENOTE FX LUMINAIRE#A-KN-FB IN GRADE LIGHTLINE VOLT INPUT 110-277V: INTEGRATED LED LAMP: BLACK FINISH: COWLING SHROUD: DIE CASTALUMINUMEXISTING FICUS, PROTECT IN PLACE. NOT IN SCOPE- SHOWN FOR ADDITIONAL INFORMATIONEXISTING FICUS, PROTECT IN PLACE. NOT IN SCOPE- SHOWN FOR ADDITIONAL INFORMATIONADJUST PLANTS IN FIELD TO ALLOWFOR UTILITY ACCESS AND SCREENINGADJUST PLANTS IN FIELD TO ALLOWFOR UTILITY ACCESS AND SCREENINGTREE IN RAISED PLANTER WITHROOT BARRIER TO PROTECT UTILITYTREES PLANTED IN RAISED PLANTERS- NO UTILITY INTERFERENCE-MALE FRUITLESSASI#10.2ASI#10.2ASI#10.2ASI#10.2ASI#10.2ASI#10.2ASI27.2
MP1
MP2
CTW
FPWBLCD86CTP
MP1
FC6
FPWBLCD80CTP
MP1
USB
FC6
FPWB
LED136
MP1
CTW
FPWB
LED136
A
W
SASA
SA SA
SASA
SA SA
SASA
SASA
A
W
A
G
MEETING/COMMUNITY
ROOM
102
VESTIBULE
100
R35
TA4.0-16
4
5
3
+66"
A.F.F.
TO CL
118"W x
66"H
+66"
A.F.F.
TO CL
+45"
A.F.F.
TO CL
1
ASI 026
MEETING/COMMUNITY
ROOM
102
TKN0330
TKN0330TKN0330
TKN0330
TKN0330
TKN0330TKN0330
TKN0330
TKN0332
TKN0332
PTZ
+102"
A.F.F.
TO CL
PTZ
+84"
A.F.F.
TO CL
PTZ
+84"
A.F.F.
TO CL
TKN0331
TKN0330
TKN0330
ST
09-30-2025
OARCHITECT
FOFCALE
REN.
AT A
RNNO.
S ELICNE
C-27893D TECHIT
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
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5 06
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07 18
2
P
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A
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90
A
EU
C
+
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4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
TA4.0-1
AUDIOVISUAL
MEETING ROOM
102 ENLARGED
PLAN, RCP &
ELEVATION
1/4" = 1'-0"1 AUDIOVISUAL MEETING ROOM 102 ENLARGED PLAN
1/4" = 1'-0"2 AUDIOVISUAL RCP - MEETING ROOM 102 ENLARGED PLAN
1/4" = 1'-0"3 MEETING ROOM 102 - NORTH ELEVATION
1/4" = 1'-0"4 MEETING ROOM 102 - SOUTH ELEVATION
1/4" = 1'-0"5 MEETING ROOM 102 - EAST ELEVATION
1/4" = 1'-0"6 MEETING ROOM 102 - WEST ELEVATION
KEYNOTES
TKN0330 H.R. TO AV EQUIPMENT RACK R35
TKN0331 CEILING MOUNT PTZ CAMERA
TKN0332 WALL MOUNT PTZ CAMERA
ZONE C1
ZONE C2
ZONE C3
ZONE C4
REV # DESCRIPTION DATE
3 ASI 026 08/07/2025
AV LAN
AV LAN
CAT6
HDMI
AV LAN
CAT6
WALL (TYP. FOR 2 LOCATIONS)
CTW
MP1
HDMI
PTZ
NDI
AV
LAN
CAT6
D1 D2
WALL (TYP. FOR 2 LOCATIONS)
AV
LAN
CEILING
PTZ
NDI
AV
LAN
CAT6
CTP
STOWABLE (TYP. FOR 2)
MP1
HDMIUSB-X
(HOST)
RJ45
HDMI
USB
CAT6HDMIUSB
CAT6
AV
LAN
(PROVIDE DETACHABLE,
LOOMED, UMBILICAL MIN.
LENGTH 2M)
D3 D4
U1
CEILING
R1
R2
FC6 (TYP. FOR 2 LOCATIONS)
(NORTH BAY)
(SOUTH BAY)
AVSW 16x16
HDMI
CONTROL
CTL
H2
NSW
AV
LAN
CAT6
CAT6
CAT6
D1
D2
D3
D4
HDMI
OUT
WCG
ANTR1
HDMI
OUT
WCG
ANTR2
H1
HDMI
LCD 136
SERIAL
2SP
HDMI
OUTDM IN
DMRX
SERIAL
HDMI
IN
WALLFPWB (1 AT EACH DISPLAY)
HDMI
SERIAL
2SP
HDMI
OUTDM IN
DMRX
SERIAL
HDMI
IN
HDMI
SERIAL
2SP
HDMI
OUTDM IN
DMRX
SERIAL
HDMI
IN
LCD (SEE PLANS FOR SIZE)
LCD (SEE PLANS FOR SIZE)
CAT6
HDMI
OUT
TUNER
1
2
3
1
2
3
4
1
2
3
4
(FROM FROM
BROADBAND
HEAD END,
SEE TA7.1-1)
HDMI
OUT
TUNER(FROM FROM
BROADBAND
HEAD END,
SEE TA7.1-1)
HDMI
RG6
1
2
(AV LAN)
(SEE TA7.1-7)
H3 5(SEE TA7.1-7)
CAT6
(USB AT FC6 IN
SOUTH BAY ONLY)
NVR
HDMI
IN
PGM
OUT
H4
H1
HDMI
MONO INA1
CONTROL
SDI
IN
HDMI
OUTNDI IN
NDSD
(COORDINATE
CONNECTION TO
NETWORK WITH
CITY IT
REPRESENTATIVE)
CAT6
LAN
USBHDMI IN
H2U
H4
USB-X
USB
CAT6USB
(FROM DSP,
SEE TA7.1-6)
DANTE
2SP
CAT6
U1
1
COMMUNITY 102 VIDEO & CONTROL
FUNCTIONAL DIAGRAM
NTSDM OUTDM INHDMI INHDMI OUTST
09-30-2025
OARCHITECT
FOFCALE
REN.
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RNNO.
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C-27893D TECHIT
ARC
DAVID SCHNEE
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FRANCN
4 0 8 0
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NDEN VA
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CRAE
TCEI T
SC
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G R O U P
7
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5 06
C
07 18
2
P
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A
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90
A
EU
C
+
ER
4
SHEET TITLE AND NO.
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
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
TA7.1-5
COMMUNITY 102
VIDEO & CONTROL
FUNCTIONAL
DIAGRAM
REV # DESCRIPTION DATE
3 ASI 026 08/07/2025
1
ASI 026
1
ASI 026
1
ASI 026
1
ASI 026
1
ASI 026
1
ASI 026
1
ASI 026
ANTDIST
RG6
RG6
WMIC REC
WMIC REC
WMIC REC
RG6
2SP
-100
PA70
ALSALS-TX
#14 AWG
RG6
ZONE C1
-100
PA70
#14 AWG
ZONE C2
1
2
3
1
2
3
2SP
-100
PA70
ALSALS-TX
#14 AWG
RG6
ZONE C3
-100
PA70
#14 AWG
ZONE C4
(SEE TA7.1-5)
4
5
6
7
AV
LAN
AV
LAN
CAT6
A1
1
COMMUNITY 102
AUDIO FUNCTIONAL DIAGRAM
NTS
RACK R35, COMMUNITY 102
DSP
LINE OUTOUTLINE INSA (AS OCCUR, SEE TA4.0-1)
SA (AS OCCUR, SEE TA4.0-1)
CEILING, NORTH BAY
SA (AS OCCUR, SEE TA4.0-1)
SA (AS OCCUR, SEE TA4.0-1)
CEILING, SOUTH BAY
CAT6
DANTE
CEILING
(NORTH BAY)
(SOUTH BAY)
STOWABLE
HANDHELD
(x3)
LAVALIER
(x3)
ST
09-30-2025
OARCHITECT
FOFCALE
REN.
AT A
RNNO.
S ELICNE
C-27893D TECHIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
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L11
AL
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NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
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5 06
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
TA7.1-6
COMMUNITY 102
AUDIO
FUNCTIONAL
DIAGRAM
REV # DESCRIPTION DATE
3 ASI 026 08/07/2025
1
ASI 026
1
ASI 026
(1 2 '-1 1 1 5__
1 6")(8'-03__16")(1 '-91_
4")(8'-03__16")(12'-1115__
16")(7'-1115__16")(1'-83_
4")(7'-1115__16")(6'-6")(4'-3") (7'-6")
6 51_
4"651_4"36"38"6 0 "
6 51_
4"36"45"3 2 "
3 2 "315_8"7 91_
4"±
651_
4"651_4"36"381_8"60"
651_
4"36"32"315_8"79"±177_8"7 91_
8"45"32"
791_
8"
60"311_4"651_
4"651_4"30"32"
FILLER
BOOK DROP
651_
4"651_4"36"651_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
C
T-
1
WS-3
TM-1ATR-1A
TR-1B
C T -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' -11"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' -11-1/2"7' -3"
4' -4"0' -10"4' -9"
5 ' -1 0 -1 /2 "5' -4-1/2"2' -6"11' -11-1/2"
3' -
9
"
7' -1-1 /2 "
3' -9-1/2"5' -10-1/2"5' -6"3' -1 0 -1 /2"6' -3-1/2"3'4' -
1
1
"
4' -6-1/2"4' -11"6' -5-1/2"3131FM 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"
ELECTRICAL
DIA 6"DIA 6"
(1 2 '-1 1 1 5__
1 6")(8'-03__16")(1 '-91_
4")(8'-03__16")(12'-1115__
16")(7'-1115__16")(1'-83_
4")(7'-1115__16")(6'-6")(4'-3") (7'-6")
6 51_
4"651_4"36"38"6 0 "
6 51_
4"36"45"7 91_
4"±
651_
4"651_4"36"381_8"60"
651_
4"36"79"±177_8"7 91_
8"45"791_
8"
60"651_
4"651_4"30"FILLER
BOOK DROP
651_
4"651_4"36"651_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
C
T-
1
WS-3
TM-1ATR-1A
TR-1B
C T -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' -11"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' -11-1/2"7' -3"
4' -4"
4' -9"
5 ' -1 0 -1 /2 "5' -4-1/2"2' -6"11' -11-1/2"
3' -
9
"
7' -1-1 /2 "
3' -9-1/2"5' -10-1/2"5' -6"3' -1 0 -1 /2"6' -3-1/2"3'4' -
1
1
"
4' -6-1/2"4' -11"6' -5-1/2"3131FM 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"
ELECTRICAL
DIA 6"DIA 6"
FC6
FT
FT
FC3
FC6
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
TN4.1-0
1
117-HA
2D
117-FA
2D
108-AA
2D
123-EA
2D
123-BA
2D
123-DA
2D
103-CB
2D
102-DA
2D
103-DA
2D
103-BA
2D
102-AA
6D
102-CE
2D
102-CB
2D
102-CA
2D
100-AB
2D
122-DA
2D
TKN2004
103-EA
O
2D
101-CD
6D
107-EA
1D
TKN2010
TKN2010
101-CC
1D
TKN2010
TKN2010
101-CA
6D
106-DA
3D
102-CC
A
2D
102-CD
A
2D
102-EB
4D
102-DB
A
2D
123-EB
2D
123-AA
2D
123-DB
1D
107-BE
A
1D
TKN2010
TKN2012
TKN2013
FP4 FP4
FP6 FP6
101-FA
4D
101-FB
4D
FP6 101-FC
2D
FP4 FP4
TKN0029
107-EB
1D
101-CB
1D
FP6
101-FD
4D
FP6
101-FE
4D
100-AA
A
1D
101-AA
A
1D
101-AC
A
1D
101-AD
2D
107-BA
1D
107-BB
1D
107-BC
1D
107-BD
1D
1
RFI 141
1
RFI 141
103A-DA
4D
2
ASI 009.1
2
ASI 009.1
102-EC
2D
2
ASI 009.1
102-EA
4D
2
ASI 009.1
2
ASI 009.1
101-GD
4D
FP6
2
ASI 009.1
101-GC
4D
FP6
2
ASI 009.1
101-GB
4D
FP6
2
ASI 009.1
101-GA
4D
FP6
2
ASI 009.1
103-BB
2D
2
ASI 009.1
123-EC
2D
FP6
2
ASI 009.1
122-EA
4D
FP6
2
ASI 009.1
2
ASI 009.1
122-EB
4D
FP6
122-EA
6D
FP6
2
ASI 009.1
117-AA
2D
2
ASI 009.1
120-AA
2D
2
ASI 009.1
117-AB
2D
2
ASI 009.1
117-BA
2D
2
ASI 009.1
117-BB
2D
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
101-AE
2D
103-EB
O
2D
2
ASI 009.1
FP6
101-HA
2D
FP6
101-FF
2D
FP6
101-HB
2D
101-AB
A
1D
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
ST
09-30-2025
OARCHITECT
FOFCALE
REN.
AT A
RNNO.
S ELICNE
C-27893D TECHIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
TN2.1-1
COMMUNICATIONS
FLOOR PLAN -
FIRST FLOOR
1/8" = 1'-0"1 COMMUNICATIONS FLOOR PLAN - FIRST FLOOR
KEYNOTES
TKN0029 (3) 4" C.
TKN2004 COORDINATE LOCATION WITH THE WORK OF DIVISION 28.
TKN2010 COORDINATE WITH LOCATION OF RFID BOOK GATE STATION LOCATIONS.
TKN2012 SURFACE MOUNT IN AV RACK - COORDINATE WITH LOCATION OF RACK AS
SHOWN ON TA SHEETS AND WORK OF SECTION 27 41 16.
TKN2013 FOR USE WITH BOOK DROP - COORDINATE WITH WORK OF BOOK DROP.
SHEET NOTE
1. STRUCTURED CABLING WORK OF THIS SHEET, UNLESS OTHERWISE NOTED, TO BE
PROVIDED UNDER THE WORK OF A SEPARATE “E-RATE”/FCC SCHOOLS AND LIBRARY
FUND CONTRACTOR USING PATHWAYS INSTALLED UNDER THE WORK OF THIS
PROJECT.
REV # DESCRIPTION DATE
1 RFI 141 04.23.2025
2 ASI 009.1 07/15/2025
(4'-107_8")(9'-91_
4")(2'-33_
4")(4'-107_8")(3'-41_
2")(1'-33_4")(9'-107_
8")(65_8")311_
2"443_4"96"
443_
4"311_2"36"333_
4" 35
1_
2"
18"311_
2"443_4"1 5 1 3__
1 6 "36"MIN REQ'D 36"MIN REQ'D
443_
4"311_2"36"12"
DS-1C
DS-1C
DS-1C
DS-1C
(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)
(N)
(N)
(N)
4' -2"
4' -8"
4' -5-1/2"
5'
5' -6"5' -6"5' -8-1/2"10' -2-1/2"
10' -11"
6'29' -6"6' -8-1/2"6' -10"5' -2-1/2"4' -2"
4' -8-1/2"21' -5"1' -10"6' -6"
5'7' -11"5'
5' -9"7' -7-1/2"7' -9-1/2"4' -8"
12' -8-1/2"5' -11-1/2"12' -2-1/2"
4' -5-1/2"
6' -7-1/2"
7' -2-1/2"
10' -1-1/2"8' -3"6' -7-1/2"5' -7"2'9' -2-1/2"11' -7-1/2"TR-1D
FIELD CUT TOP
AROUND
COLUMN
*5'10" or shorterTR-1C
WS-2WS-2
WS-2
TR-1D
TR-1D
TR-1G
CT-1
CT-1
TR-1FC
TR-1A
TM-1B
ST-2
TM-1C
TM-1B
TM-1B
TR-1ETR-1E
CR-6
TR-FA
CR-6
TR-FA
TS-1B
CR-6
CR-6
CR-6
CR-5
CR-6
CR-5
CT-1
CR-6
TM-1C
TR-1FB
CR-5CR-5
CR-6
SS-1ATS-1B
TM-1B
SS-1ACT-1
SS-1AWS-3
TS-1A
CR-8
CT-1 (modified)
CT-1
CT-1
CT-1
WS-1WS-1
CL-5
B-1
CL-5
CL-3
CL-3CL-3
CL-5
CL-3
CR-8
CR-8
CR-8
CR-8
CT-1
CR-8
CR-8 CR-8
CR-8
CL-5
CT-1
TS-3
CR-8
TS-3
CR-8
CR-83' -8-1/2"3'6' -5-1/2"5' -11"2' -6"2' -6"5' -10-1/2"2' -2"
7' -0-1/2"
3' -1"5' -11"3' -7-1/2"1' -0-1/2"4' -5-1/2"
5' -2"
5' -5"
3' -7"
6' -8"
7' -1-1/2"4' -0"3' -1"3' -4"5' -9"
FM 1 Circuit- 15 AMP Required
Duplex Plug In- Power & Data
FM 1 Circuit- 15 AMP Required
Duplex Plug In- Power & Data
Duplex Core
1 Circuit- 15 AMP Required
Duplex Plug In- Power Only
Duplex Core
1 Circuit- 15 AMP Required
Duplex Plug In- Power Only
8' 8' 8' 33'-6" 8' 8' 8' 20'-8"21'-5"
14'-2"13'-10"
13'-7"
12'-8"
ELECTRICAL CYEFGCYEFGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGHITEMCYEFGCYEFGMISCCAENGCAENGCAENGCYEFGCYEOMCYEOPCAENH CAENH CAENHCAENH
HITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMHITEMMISCCYEOPCYEGN
CYEGNCYEGNCYEGNCYEGNCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCAENGCYEOP
CAENHCAENHCAENC
HITEMHITEMOBOBFECFECFEC
CYEOP CYEOP CYEOP
SOPS SOPS AFICHITEM HITEM
AFIC AFIC AFICAFIC AFICCYEFG(4'-107_8")(9'-91_
4")(2'-33_
4")(4'-107_8")(3'-41_
2")(1'-33_4")(9'-107_
8")(65_8")311_
2"443_4"96"
443_
4"311_2"36"333_
4" 35
1_
2"
18"311_
2"443_4"1 5 1 3__
1 6 "36"MIN REQ'D 36"MIN REQ'D
443_
4"311_2"36"12"
DS-1C
DS-1C
DS-1C
DS-1C
(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)
(N)
(N)
(N)
4' -2"
4' -8"
4' -5-1/2"
5'
5' -6"5' -6"
10' -2-1/2"
10' -11"
6'29' -6"6' -8-1/2"6' -10"4' -2"
4' -8-1/2"21' -5"1' -10"6' -6"
5'7' -11"5'
5' -9"7' -7-1/2"7' -9-1/2"4' -8"
12' -8-1/2"5' -11-1/2"12' -2-1/2"
4' -5-1/2"
6' -7-1/2"
7' -2-1/2"
10' -1-1/2"8' -3"6' -7-1/2"5' -7"9' -2-1/2"11' -7-1/2"TR-1D
FIELD CUT TOP
*5'10" or shorterTR-1C
WS-2WS-2
WS-2
TR-1D
TR-1D
TR-1G
CT-1
CT-1
TR-1FC
TR-1A
TM-1B
ST-2
TM-1C
TM-1B
TM-1B
TR-1ETR-1E
CR-6
TR-FA
CR-6
TR-FA
TS-1B
CR-6
CR-6
CR-6
CR-5
CR-6
CR-5
CT-1
CR-6
TM-1C
TR-1FB
CR-5CR-5
CR-6
SS-1ATS-1B
TM-1B
SS-1ACT-1
SS-1AWS-3
TS-1A
CR-8
CT-1 (modified)
CT-1
CT-1
CT-1
WS-1WS-1
CL-5
B-1
CL-5
CL-3
CL-3CL-3
CL-5
CL-3
CR-8
CR-8
CR-8
CR-8
CT-1
CR-8
CR-8 CR-8
CR-8
CL-5
CT-1
TS-3
CR-8
TS-3
CR-8
CR-83' -8-1/2"3'6' -5-1/2"5' -11"2' -6"2' -6"5' -10-1/2"2' -2"
7' -0-1/2"
3' -1"5' -11"3' -7-1/2"1' -0-1/2"4' -5-1/2"
5' -2"
5' -5"
3' -7"
6' -8"
7' -1-1/2"4' -0"3' -1"3' -4"5' -9"
FM 1 Circuit- 15 AMP Required
Duplex Plug In- Power & Data
FM Duplex Plug In- Power & Data
Duplex Core
1 Circuit- 15 AMP Required
Duplex Plug In- Power Only
Duplex Core
1 Circuit- 15 AMP Required
Duplex Plug In- Power Only
8' 8' 8' 33'-6" 8' 8' 8' 20'-8"
14'-2"13'-10"
13'-7"
12'-8"
ELECTRICAL
2T2T
FT
FT
12345678910
C
D
E
F
G
H
Adult Non-FicCard Catalogues Map Table
Map
Cabinet
Santa Ana History
YA Graphic NovelYA FictionYA Paperback
HISTORY
222
YOUNG
ADULT
211
STUDY
202
ALL GENDER
RESTROOM
2T1
ALL GENDER
RESTROOM
2T2
STAFF
RESTROOM
2T3
STUDY
220
STAFF
MEETING
ROOM
221
ADULT
STACKS
200
VESTIBULE
SEATING
200A STUDY
201JAN.RM
217
STAIR 3
2S3 MAKER
STORAGE
216
Dumbwaiter
Maker
Shelving
OFFICE
226
OFFICE
223
STAFF
OFFICE
224
YA STUDY
BOOTH
211A
Dream Box
AV
Closet
Open Shelves
Accessible desk Accessible desk
Printer Printer Existing
maker table
VIDEO
RECORDING
BOOTH
214
VIDEO
EDITING
BOOTH
213
MAKER
SPACE
212
OFFICE
225
ELEC. RM.
218
STORAGE
200BOversize BooksNon-Book ItemsNon-Book ItemsCA Ref
Piano
O.F.O.I Arcade machines222-BA
2D
222-BB
2D
222-DA
2D
222-AA
2D
220-BA
2D
201-AA
2D
212-DA
2D
212-DB
4D
216-EA
4D
216-DA
2D
211-DA
A
1D
213-BA
2D
211-CA
2D
211-CB
2D
225-CA
4D
226-CA
4D
202-CB
A
1D
201-BB
A
1D
201-BA
N
2D
211A-BA
A
1D
224-CA
2D
224-AA
2D
224-AB
2D
221-CA
A
1D
212-DC
A
1D
212-BA
2D
202-CA
2D
214-AA
2D
211A-BB
N
2D
221-CB
N
2D
TKN2012
213-DA
2D
TKN0019
TKN0019
200-EA
FP4
2D
222-EB
FP6
4D
222-EA
FP4
2D
212-EA
FP6
2D
224-DA
N
2D
212-CA
2D
212-CB
2D
211-DB
6D
216-EB
FP6
2D
2
ASI 009.1
211-DB
6D
211-EA
FP6
2D
2
ASI 009.1
224-CB
2D
2
ASI 009.1
223-DA
4D
2
ASI 009.1
211-FA
FP6
2D
211-FB
FP6
2D
211-FC
FP6
4D
2
ASI 009.1
216-FA
FP6
4D
216-FB
FP6
4D
ST
09-30-2025
OARCHITECT
FOFCALE
REN.
AT A
RNNO.
S ELICNE
C-27893D TECHIT
ARC
DAVID SCHNEE
I
U
E
I
H
U
9
AS.O
A
FRANCN
4 0 8 0
H
I
N
S
L11
AL
E
CR
NDEN VA
,N I N G
CRAE
TCEI T
SC
S
N
N
G R O U P
7
S
5 06
C
07 18
2
P
R
A
O
90
A
EU
C
+
ER
4
SHEET TITLE AND NO.N
ISSUE DATE
PROJECT:
CA REG.
Project Arch.----
----
BID SET
FINAL PERMIT/CONFORM
SET
04/30/2024
08/02/2024
22575-01
26 CIVIC CENTER
PLAZA
SANTA ANA
CA 92701
SANTA ANA
LIBRARY
RENOVATION
CITY OF SANTA ANA
26 CIVIC CENTER PLAZA
SANTA ANA, CA 92701
TN2.1-2
COMMUNICATIONS
FLOOR PLAN -
SECOND FLOOR1/8" = 1'-0"1 COMMUNICATIONS FLOOR PLAN - SECOND FLOOR
KEYNOTES
TKN0019 (2) 4" C.
TKN2012 SURFACE MOUNT IN AV RACK - COORDINATE WITH LOCATION OF RACK AS
SHOWN ON TA SHEETS AND WORK OF SECTION 27 41 16.
SHEET NOTE
1. STRUCTURED CABLING WORK OF THIS SHEET, UNLESS OTHERWISE NOTED, TO BE
PROVIDED UNDER THE WORK OF A SEPARATE “E-RATE”/FCC SCHOOLS AND LIBRARY
FUND CONTRACTOR USING PATHWAYS INSTALLED UNDER THE WORK OF THIS
PROJECT.
REV # DESCRIPTION DATE
2 ASI 009.1 07/15/2025
Plate Station No.Room No.Room Name"F" Type ConnectorCat. 6 Jack Count UTP6-4Cat. 6 Jack Count UTP6-4OPTOTAL FILLCat6 Ckt #1 LabelingCat6 Ckt #2 LabelingCat6 Ckt #3 LabelingCat6 Ckt #4 LabelingCat6 Ckt #5 LabelingCat6 Ckt #6 Labeling"F" Connector Ckt LabelingUTP6-4 FILLRG-6M FILLHome Run LocationNotesFIRST FLOOR
100-AA 100 VESTIBULE 0 2 0 2 0001 0002 2 IT ROOM 106
100-YA 0 1 0 1 0003 1 IT ROOM 106
101-AA 101 GREAT READING ROOM 0 1 0 1 0004 1 IT ROOM 106
101-AB 0 1 0 1 0005 1 IT ROOM 106
101-AC 0 1 0 1 0006 1 IT ROOM 106
101-AD 0 2 0 2 0007 0008 2 IT ROOM 106
101-AE 0 2 0 2 0009 0010 2 IT ROOM 106
101-CA 0 6 0 6 0011 0012 0013 0014 0015 0016 6 IT ROOM 106
101-CB 0 1 0 1 0017 1 IT ROOM 106
101-CC 0 1 0 1 0018 1 IT ROOM 106
101-CD 0 6 0 6 0019 0020 0021 0022 0023 0024 6 IT ROOM 106
101-EA 0 4 0 4 0025 0026 0027 0028 4 IT ROOM 106
101-EB 0 4 0 4 0029 0030 0031 0032 4 IT ROOM 106
101-FA 0 4 0 4 0033 0034 0035 0036 4 IT ROOM 106
101-FB 0 4 0 4 0037 0038 0039 0040 4 IT ROOM 106
101-FC 0 2 0 2 0041 0042 2 IT ROOM 106
101-FD 0 4 0 4 0043 0044 0045 0046 4 IT ROOM 106
101-FE 0 4 0 4 0047 0048 0049 0050 4 IT ROOM 106
101-FF 0 2 0 2 0051 0052 2 IT ROOM 106
101-GA 0 4 0 4 0053 0054 0055 0056 4 IT ROOM 106
101-GB 0 4 0 4 0057 0058 0059 0060 4 IT ROOM 106
101-GC 0 4 0 4 0061 0062 0063 0064 4 IT ROOM 106
101-GD 0 4 0 4 0065 0066 0067 0068 4 IT ROOM 106
101-HA 0 2 0 2 0069 0070 2 IT ROOM 106
101-HB 0 2 0 2 0071 0072 2 IT ROOM 106
101-YA 0 1 0 1 0073 1 IT ROOM 106
101-YB 0 1 0 1 0074 1 IT ROOM 106
101-YC 0 1 0 1 0075 1 IT ROOM 106
101-YD 0 1 0 1 0076 1 IT ROOM 106
102-AA 102 MEETING COMMUNITY ROOM 0 6 0 6 0077 0078 0079 0080 0081 0082 6 IT ROOM 106
102-CA 0 2 0 2 0083 0084 2 IT ROOM 106
102-CB 0 2 0 2 0085 0086 2 IT ROOM 106
102-CC 0 2 0 2 0087 0088 2 IT ROOM 106
102-CD 0 2 0 2 0089 0090 2 IT ROOM 106
102-CE 0 2 0 2 0091 0092 2 IT ROOM 106
102-DA 0 2 0 2 0093 0094 2 IT ROOM 106
102-DB 0 2 0 2 0095 0096 2 IT ROOM 106
102-EA 0 4 0 4 0097 0098 0099 0100 4 IT ROOM 106
102-EB 0 4 0 4 0101 0102 0103 0104 4 IT ROOM 106
102-EC 0 2 0 2 0105 0106 2 IT ROOM 106
102-ZA 0 2 0 2 0107 0108 2 IT ROOM 106
102-ZB 0 2 0 2 0109 0110 2 IT ROOM 106
103-BA 103 BOOKMOBILE ROOM 0 2 0 2 0111 0112 2 IT ROOM 106
103-BB 0 2 0 2 0113 0114 2 IT ROOM 106
103-CB 0 2 0 2 0115 0116 2 IT ROOM 106
103-DA 0 2 0 2 0117 0118 2 IT ROOM 106
103-EA 0 2 0 2 0119 0120 2 IT ROOM 106
103-EB 0 2 0 2 0121 0122 2 IT ROOM 106
103-ZA 0 2 0 2 0123 0124 2 IT ROOM 106
103A-DA 103A OFFICE 0 4 0 4 0125 0126 0127 0128 4 IT ROOM 106
106-DA 106 IT 0 3 0 3 0129 0130 0131 3 IT ROOM 106
107-BA 107 VESTIBULE 0 1 0 1 0132 1 IT ROOM 106
107-BB 0 1 0 1 0133 1 IT ROOM 106
107-BC 0 1 0 1 0134 1 IT ROOM 106
107-BD 0 1 0 1 0135 1 IT ROOM 106
107-BE 0 1 0 1 0136 1 IT ROOM 106
107-EA 0 1 0 1 0137 1 IT ROOM 106
107-EB 0 1 0 1 0138 1 IT ROOM 106
107-YB 0 1 0 1 0139 1 IT ROOM 106
108-AA 108 STORAGE 0 2 0 2 0140 0141 2 IT ROOM 106
117-AA 117 YOUTH STACK 0 2 0 2 0142 0143 2 IT ROOM 106
117-AB 0 2 0 2 0144 0145 2 IT ROOM 106
117-BA 0 2 0 2 0146 0147 2 IT ROOM 106
117-BB 0 2 0 2 0148 0149 2 IT ROOM 106
117-FA 0 2 0 2 0150 0151 2 IT ROOM 106
117-HA 0 2 0 2 0152 0153 2 IT ROOM 106
117-ZA 0 2 0 2 0154 0155 2 IT ROOM 106
117-ZB 0 2 0 2 0156 0157 2 IT ROOM 106
117-YA 0 1 0 1 0158 1 IT ROOM 106
117-YB 0 1 0 1 0159 1 IT ROOM 106
120-AA 120 TODDLERS AND INFANTS 0 2 0 2 0160 0161 2 IT ROOM 106
120-ZA 0 2 0 2 0162 0163 2 IT ROOM 106
120-YA 0 1 0 1 0164 1 IT ROOM 106
120-YB 0 1 0 1 0165 1 IT ROOM 106
122-DA 122 FIRE PLACE ROOM 0 2 0 2 0166 0167 2 IT ROOM 106
122-EA 0 4 0 4 0168 0169 0170 0171 4 IT ROOM 106
122-ZA 0 2 0 2 0172 0173 2 IT ROOM 106
123-AA 123 SORTING 0 2 0 2 0174 0175 2 IT ROOM 106
123-BA 0 2 0 2 0176 0177 2 IT ROOM 106
123-DA 0 2 0 2 0178 0179 2 IT ROOM 106
123-DB 0 1 0 1 0180 1 IT ROOM 106
123-EA 0 2 0 2 0181 0182 2 IT ROOM 106
123-EB 0 2 0 2 0183 0184 2 IT ROOM 106
123-EC 0 2 0 2 0185 0186 2 IT ROOM 106
123-ZA 0 2 0 2 0187 0188 2 IT ROOM 106
0 0 0 0
EXT-YC EXT EXTERIOR 0 1 0 1 0189 1 IT ROOM 106
EXT-YD 0 1 0 1 0190 1 IT ROOM 106
EXT-YE 0 1 0 1 0191 1 IT ROOM 106
EXT-YF 0 1 0 1 0192 1 IT ROOM 106
EXT-YG 0 1 0 1 0193 1 IT ROOM 106
EXT-YH 0 1 0 1 0194 1 IT ROOM 106
EXT-YI 0 1 0 1 0195 1 IT ROOM 106
EXT-YJ 0 1 0 1 0196 1 IT ROOM 106
EXT-YK 0 1 0 1 0197 1 IT ROOM 106
EXT-YL 0 1 0 1 0198 1 IT ROOM 106
EXT-YM 0 1 0 1 0199 1 IT ROOM 106
EXT-YN 0 1 0 1 0200 1 IT ROOM 106
EXT-YO 0 1 0 1 0201 1 IT ROOM 106
EXT-YP 0 1 0 1 0202 1 IT ROOM 106
EXT-YQ 0 1 0 1 0203 1 IT ROOM 106
TOTAL - FIRST FLOOR 0 202 0 202 0 202 0
Min. 48 port patch panel req.5 5 Plate Station No.Room No.Room Name"F" Type ConnectorCat. 6 Jack Count UTP6-4Cat. 6 Jack Count UTP6-4OPTOTAL FILLCat6 Ckt #1 LabelingCat6 Ckt #2 LabelingCat6 Ckt #3 LabelingCat6 Ckt #4 LabelingCat6 Ckt #5 LabelingCat6 Ckt #6 Labeling"F" Connector Ckt LabelingUTP6-4 FILLRG-6M FILLHome Run LocationNotesSECOND FLOOR
200-EA 200 ADULT STACKS 0 4 0 4 0001 0002 0003 0004 4 IT ROOM 106
200-YA 0 1 0 1 0005 1 IT ROOM 106
200-YB 0 1 0 1 0006 1 IT ROOM 106
200-YC 0 1 0 1 0007 1 IT ROOM 106
200-ZA 0 2 0 2 0008 0009 2 IT ROOM 106
200-ZB 0 2 0 2 0010 0011 2 IT ROOM 106
200-ZC 0 2 0 2 0012 0013 2 IT ROOM 106
200-ZD 0 2 0 2 0014 0015 2 IT ROOM 106
200-ZE 0 2 0 2 0016 0017 2 IT ROOM 106
200-ZF 0 2 0 2 0018 0019 2 IT ROOM 106
200A-YA 200A VESTIBULE SEATING 0 2 0 2 0020 0021 2 IT ROOM 106
201-AA 201 STUDY 0 2 0 2 0022 0023 2 IT ROOM 106
201-BA 0 2 0 2 0024 0025 2 IT ROOM 106
201-BB 0 1 0 1 0026 1 IT ROOM 106
202-CA 202 STUDY 0 2 0 2 0027 0028 2 IT ROOM 106
202-CB 0 1 0 1 0029 1 IT ROOM 106
0 0 0 0
211-CA 211 YOUNG ADULT 0 2 0 2 0030 0031 2 IT ROOM 106
211-CB 0 2 0 2 0032 0033 2 IT ROOM 106
211-DA 0 1 0 1 0034 1 IT ROOM 106
211-DB 0 6 0 6 0035 0036 0037 0038 0039 0040 6 IT ROOM 106
211-FA 0 2 0 2 0041 0042 2 IT ROOM 106
211-FB 0 2 0 2 0043 0044 2 IT ROOM 106
211-FC 0 4 0 4 0045 0046 0047 0048 4 IT ROOM 106
211-YA 0 1 0 1 0049 1 IT ROOM 106
211-ZA 0 2 0 2 0050 0051 2 IT ROOM 106
211A-BA 211A YA STUDY BOOTH 0 1 0 1 0052 1 IT ROOM 106
211A-BB 0 2 0 2 0053 0054 2 IT ROOM 106
212-BA 212 MAKER SPACE 0 2 0 2 0055 0056 2 IT ROOM 106
212-CA 0 2 0 2 0057 0058 2 IT ROOM 106
212-CB 0 2 0 2 0059 0060 2 IT ROOM 106
212-DA 0 2 0 2 0061 0062 2 IT ROOM 106
212-DB 0 2 0 2 0063 0064 2 IT ROOM 106
212-DC 0 1 0 1 0065 1 IT ROOM 106
212-EA 0 4 0 4 0066 0067 0068 0069 4 IT ROOM 106
212-ZA 0 2 0 2 0070 0071 2 IT ROOM 106
213-BA 213 VIDEO EDITING BOOTH 0 2 0 2 0072 0073 2 IT ROOM 106
213-DA 0 2 0 2 0074 0075 2 IT ROOM 106
214-AA 214 VIDEO RECORDING BOOTH 0 2 0 2 0076 0077 2 IT ROOM 106
216-DA 216 MAKER STORAGE 0 2 0 2 0078 0079 2 IT ROOM 106
216-EA 0 4 0 4 0080 0081 0082 0083 4 IT ROOM 106
216-EB 0 2 0 2 0084 0085 2 IT ROOM 106
216-FA 0 4 0 4 0086 0087 0088 0089 4 IT ROOM 106
216-FB 0 4 0 4 0090 0091 0092 0093 4 IT ROOM 106
216-YA 0 1 0 1 0094 1 IT ROOM 106
220-BA 220 STUDY 0 2 0 2 0095 0096 2 IT ROOM 106
221-CA 221 STUDY 0 1 0 1 0097 1 IT ROOM 106
221-CB 0 2 0 2 0098 0099 2 IT ROOM 106
222-AA 222 HIDTORY 0 2 0 2 0100 0101 2 IT ROOM 106
222-BA 0 2 0 2 0102 0103 2 IT ROOM 106
222-BB 0 2 0 2 0104 0105 2 IT ROOM 106
222-DA 0 2 0 2 0106 0107 2 IT ROOM 106
222-EA 0 2 0 2 0108 0109 2 IT ROOM 106
222-EB 0 4 0 4 0110 0111 0112 0113 4 IT ROOM 106
222-YA 0 1 0 1 0114 1 IT ROOM 106
223-CA 223 OFFICE 0 4 0 4 0115 0116 0117 0118 4 IT ROOM 106
224-AA 224 STAFF OFFICE 0 2 0 2 0119 0120 2 IT ROOM 106
224-AB 0 2 0 2 0121 0122 2 IT ROOM 106
224-CA 0 2 0 2 0123 0124 2 IT ROOM 106
224-CB 0 2 0 2 0125 0126 2 IT ROOM 106
224-DA 0 2 0 2 0127 0128 2 IT ROOM 106
224-ZA 0 2 0 2 0129 0130 2 IT ROOM 106
225-CA 225 STAFF OFFICE 0 4 0 4 0131 0132 0133 0134 4 IT ROOM 106
226-CA 226 OFFICE 0 4 0 4 0135 0136 0137 0138 4 IT ROOM 106
226-ZA 0 2 0 2 0139 0140 2 IT ROOM 106
TOTAL - SECOND FLOOR 0 140 0 140 0 140 0
Min. 48 port patch panel req.3 3
ST
09-30-2025
OARCHITECT
FOFCALE
REN.
AT A
RNNO.
S ELICNE
C-27893D TECHIT
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
TN8.0-2
FIRST & SECOND
FLOOR DEVICE
SCHEDULES
REV # DESCRIPTION DATE
1 RFI 141 04.23.2025
2 ASI 009.1 07/15/2025
1
RFI 141
1
RFI 141
1
RFI 141
1
RFI 141
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
2
ASI 009.1
(1 2 '-1 1 1 5__
1 6")(8'-03__16")(1 '-9 1_
4")(8'-03__16")(12'-1115__
16")(7'-1115__16")(1'-83_
4")(7'-1115__16")(6'-6")(4'-3") (7'-6")
6 51_
4"651_4"36"38"6 0 "
6 51_
4"36"45"3 2 "
3 2 "315_8"7 91_
4"±
651_
4"651_4"36"381_8"60"
651_
4"36"32"315_8"79"±177_8"7 91_
8"45"32"
791_
8"
60"311_4"651_
4"651_4"30"32"
FILLER
BOOK DROP
651_
4"651_4"36"651_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
C
T-
1
WS-3
TM-1ATR-1A
TR-1B
C T -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' -11"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' -11-1/2"7' -3"
4' -4"0' -10"4' -9"
5 ' -1 0 -1 /2 "5' -4-1/2"2' -6"11' -11-1/2"
3' -
9
"
7' -1-1 /2 "
3' -9-1/2"5' -10-1/2"5' -6"3 ' -10-1/2 "6' -3-1/2"3'4' -
1
1
"
4' -6-1/2"4' -11"6' -5-1/2"3131FM 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
JJPP
J
J
JJ
JJ
JJJJJ JJ
(1 2 '-1 1 1 5__
1 6")(8'-03__16")(1 '-9 1_
4")(8'-03__16")(12'-1115__
16")(7'-1115__16")(1'-83_
4")(7'-1115__16")(6'-6")(4'-3") (7'-6")
6 51_
4"651_4"36"38"6 0 "
6 51_
4"36"45"7 91_
4"±
651_
4"651_4"36"381_8"60"
651_
4"36"79"±177_8"7 91_
8"45"791_
8"
60"651_
4"651_4"30"FILLER
BOOK DROP
651_
4"651_4"36"651_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
C
T-
1
WS-3
TM-1ATR-1A
TR-1B
C T -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' -11"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' -11-1/2"7' -3"
4' -4"
4' -9"
5 ' -1 0 -1 /2 "5' -4-1/2"2' -6"11' -11-1/2"
3' -
9
"
7' -1-1 /2 "
3' -9-1/2"5' -10-1/2"5' -6"3 ' -10-1/2 "6' -3-1/2"3'4' -
1
1
"
4' -6-1/2"4' -11"6' -5-1/2"3131FM 1 Circuit- 15 AMP Required
Duplex Plug In- Power & Data
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1
RFI 261
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09-30-2025
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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.
REV # DESCRIPTION DATE
#003 ASI 03.25.2025
.1 RFI 261 05/25/2025
ASI
#003
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING 07 1416 - 1
SECTION 07 1416
COLD FLUID-APPLIED WATERPROOFING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.Installation of cold fluid-applied waterproofing system.
2.Bonding agents.
3.Epoxy primers.
4.Accessory waterproofing system materials.
5.Electronic leak-detection (ELD) testing.
1.2 RELATED DOCUMENTS
A.Drawings and general provisions of the Contract, including General and
Supplementary Conditions and Division 01 Specification Sections, apply to this
Section.
1.3 REFERENCES
A.ACI:
1.ACI 201.1R – Guide for Making a Condition Survey of Concrete in Service.
B.ASTM International:
1.ASTM C898 – High-Solids Content, Cold Liquid-Applied Elastomeric
Waterproofing Membrane for Use with Separate Wearing Course.
2.ASTM C957 – High Solids Content, Cold-Liquid-Applied Elastomeric
Waterproofing Membrane with Integral Wearing Surface.
3.ASTM D36 – Softening Point of Bitumen (Ring-and-Ball Apparatus).
4.ASTM D412 – Vulcanized Rubber and Thermoplastic Rubbers and
Thermoplastic Elastomers – Tension.
5.ASTM D624 – Tear Strength of Conventional Vulcanized Rubber and
Thermoplastic Elastomers.
6.ASTM D648 – Deflection Temperature of Plastics Under Flexural Load in the
Edgewise Position.
7.ASTM D751 – Coated Fabrics.
8.ASTM D822 – Conducting Tests on Paint and Related Coatings and Materials
using Filtered Open-Flame Carbon-Arc Light and Water Exposure Apparatus.
9.ASTM D1117 – Evaluation Nonwoven Fabric.
10.ASTM D1682 – Breaking Load and Elongation of Textile Fabric.
11.ASTM D2240 – Rubber Property – Durometer Hardness.
12.ASTM D3786 – Hydraulic Bursting Strength of Knitted Goods and Nonwoven
Fabrics: Diaphragm Bursting Strength Tester Method.
13.ASTM D4060 – Abrasion Resistance of Organic Coatings by the Taber Abraser.
14.ASTM D4258 – Surface Cleaning Concrete for Coating.
15.ASTM D4259-88 – Abrading Concrete.
16.ASTM D4263 – Indicating Moisture in Concrete by the Plastic Sheet Method.
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 2
17. ASTM D4285 – Indicating Oil or Water in Compressed Air.
18. ASTM D7877 - Standard Guide for Electronic Methods for Detecting and
Locating Leaks in Waterproof Membranes.
19. ASTM D8231 - Standard Practice for the Use of a Low Voltage Electronic
Scanning System for Detecting and Locating Breaches in Roofing and
Waterproofing Membranes.
20. ASTM E96 – Water Vapor Transmission of Materials.
C. ICRI:
1. ICRI 03732 – Selecting and Specifying Concrete Surface Preparation for
Sealers, Coatings, and Polymers Overlays.
1.4 DEFINITIONS
A. Compatible: Material that will not adversely affect adjacent materials, is chemically
compatible with adjacent materials, and where required for bond, achieves adhesive
compatibility with adjacent materials.
B. Chemical Compatibility: Material that will not break down, deteriorate, degrade, or
prematurely fail when in contact with another material. Material that will not cause
chemical breakdown, deterioration, degradation, staining, or premature failure of
another material.
C. Adhesive Compatibility: Material that will develop bond strength or provide a suitable
surface for another material to develop bond strength complying with requirements
when in contact with another material.
1.5 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site prior to commencement
of field operations to establish procedures to maintain optimum working conditions and
to coordinate this Work with related and adjacent work.
1. Attendees shall include the Owner’s representative, Architect, Contractor,
installer, manufacturer's technical representative, and installers of any adjacent
trades.
2. Review waterproofing requirements, including, but not limited to, the following:
a. Surface preparation.
b. Minimum concrete curing period.
c. Forecasted weather conditions.
d. Special details.
e. Installation procedures.
f. Testing and Inspection procedures.
g. Protection and repairs.
h. Field quality control.
i. Coordination with interfacing portions of the work.
j. Protection of adjacent work.
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 3
1.6 SUBMITTALS
A. Product Data: Submit manufacturer’s product data, including surface preparation,
application, and curing.
1. Submit Material Safety Data Sheets (MSDS) for each product (for information
only).
B. Shop Drawings:
1. Indicate locations and extent of waterproofing on plans and elevations with detail
call-outs.
2. Include Project-specific details for substrate joints and cracks, flashings,
penetrations, inside and outside corners, tie-ins with adjoining waterproofing, and
other termination conditions.
3. Shall be approved in writing by the manufacturer prior to submission.
C. Samples: Submit 3-inch by 1-inch samples for approval by the Architect.
1. Cured fluid-applied waterproofing, 60 mils thick.
2. Reinforcing fabric.
D. Product test reports from an independent testing agency indicating compliance with
requirements and based on comprehensive testing of material formulations.
E. Applicator’s Qualifications: Submit list of completed project references and certificate
indicating supervisor’s completion of manufacturer’s contractor training program.
F. Warranty: Submit manufacturer’s standard warranty.
G.
1.7 QUALITY ASSURANCE
A. Qualifications:
1. Applicator: Use applicator experienced in the application of the specified fluid-
applied waterproofing for a minimum of five-years on projects of similar size and
complexity. Provide a list of completed projects including project name and
location, name of engineer, name of coating manufacturer, and approximate
quantity of coating applied.
2. Applicator’s Supervisor: Employ a supervisor during all phases of the work that
had successfully completed manufacturer’s contractor training program.
3. Applicator’s Personnel: Employ persons trained for the application of fluid-applied
waterproofing.
B. Regulatory Requirements: Comply with environmental regulations.
C. Preinstallation Meeting:
1. Convene a pre-application meeting before the start of application of the fluid-
applied waterproofing.
2. Require attendance of parties directly affecting work of this section, including the
contractor, sub-contractor, architect, applicator, and manufacturer’s
representative.
3. Review environmental requirements, materials, protection of adjacent work,
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 4
surface preparation, application, curing, field quality control, cleaning, and
coordination with other work.
D. Conduct a quality control program that includes the following as a minimum:
1. Inspect conditions and materials to ensure conformity to the contract
requirements.
2. Establish written procedures for executing and testing the Work.
3. Inspect and test substrate conditions and coordinate with the membrane
manufacturer’s field representatives and the other trades to ensure proper
substrate preparation.
4. Inspect Work in progress to ensure that the Work complies with established
procedures.
E. Quality Control Program: In addition to the Contractor's quality control program,
arrange with the waterproofing membrane manufacturer to have a competent field
representative at the site during the installation of the waterproofing system to inspect
and approve substrate preparation before installation of waterproofing membrane, to
inspect Work in progress, to review completed Work, and to issue written reports of the
manufacturer's findings and recommendations to the Owner and Architect. The
Contractor shall include all costs for the field representative, including expenses.
1.8 MOCKUPS
A. Build mockups to verify selections made under Sample submittals and to set quality
standards for installation.
1. Build mockup for each typical waterproofing installation, including accessories to
demonstrate surface preparation, crack and joint treatments, inside and outside
corner treatments, and protection.
2. Approval of mockups does not constitute approval of deviations from the
Contract Documents contained in mockups unless Owner specifically approves
such deviations by Change Order.
3. Subject to compliance with requirements, approved mockups may become part
of the completed Work if undisturbed at time of Substantial Completion.
1.9 DELIVERY, STORAGE, AND HANDLING
A. Delivery:
1. Deliver materials to the site in manufacturer’s original, unopened containers and
packaging, with labels clearly indicating manufacturer and material.
2. Do not deliver material to site more than one month before use.
B. Storage:
1. Store the material in accordance with manufacturer’s instructions.
2. Store materials indoor in an area well-ventilated and protected from damage.
3. Do not store material near open flame, sparks, or hot surfaces.
4. Store materials on raised platforms and covered by waterproofing covers.
5. Keep material containers closed.
C. Handling: Protect materials during handling and application to prevent damage.
D. Remove and replace materials that cannot be applied within their stated shelf life.
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 5
1.10 PROJECT CONDITIONS
A. Environmental Limitations: Apply waterproofing within the range of ambient and
substrate temperatures recommended in writing by waterproofing manufacturer.
1. Do not apply in wet weather or when rain is imminent.
2. Apply when the surface is a minimum 50 ° F (10 ° C) and a minimum of 5 ° F (3 °
C) above dew point. Consult manufacturer for application instructions if the
ambient or surface temperature is below 50 ° F (10 ° F).
3. Do not apply to porous substrates when substrate or ambient temperatures are
rising.
4. Do not apply to porous substrates when substrate is in direct sunlight.
5. Do not apply over substrates that are frozen or contain frost.
B. Install materials only after the substrate has been prepared as recommended in writing
by the manufacturer.
C. Do not apply materials with surface moisture present. Test substrates as required to
determine that they are adequately dry per the manufacturer's requirements.
D. Prevent exposure of any substrate component to rain, dew, and runoff from above until
installation is complete and all components are fully cured.
E. Protect coating from sunlight to the extent required per the manufacturer during
installation and until after completely cured.
F. Coordinate the Work of this Section with interfacing work for proper sequencing of
each installation.
1.11 WARRANTY
A. Manufacturer's Special Warranty: Manufacturer agrees to repair or remove and replace
waterproofing that fails to remain watertight within specified warranty period.
1. Warranty includes leak remediation, including repair, removal, and replacement
of protection course and drainage mat, as applicable.
2. Warranty Period: 20 years from date of Substantial Completion.
B. Installer's Special Warranty: Submit warranty, signed by Installer, covering the Work of
this Section, for warranty period of two years from date of Substantial Completion.
1. Warranty includes leak remediation, including repair, removal, and replacement
of protection course and drainage layer, as applicable.
PART 2 - PRODUCTS
2.1 SOURCE LIMITATIONS
A. Waterproofing System: Obtain waterproofing materials from a single source from a
single manufacturer.
2.2 MANUFACTURERS
A. C.I.M. Industries Inc., A Chase Corporation Company, 23 Elm Street, Peterborough,
NH 03458. Jamie Rees - (925) 391-4180, Phone (603) 924-9481. Toll Free (800) 543-
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 6
3458.
1. Two-component, elastomeric asphalt modified urethane waterproofing:
a. CIM 1000 and CIM 1000TG (Trowel Grade), by C.I.M. Industries, Inc.
Two-component, high solids, elastomeric asphalt modified urethane.
Designed for spray, squeegee, or roller application. Apply two (2) coats for
a total 120 mil membrane.
2. Or approved equivalent.
2.3 ACCESSORY WATERPROOFING SYSTEM MATERIALS
A. General: Accessory materials as recommended in writing by waterproofing
manufacturer for intended use and compatible with one another and with
waterproofing.
B. Cant Strips: with CIM 1000 Trowel Grade, strike to 45 degrees.
C. Epoxy Primer: CIM EMT Primer to be used at concrete masonry and concrete. CIM
ECO Epoxy Primer at all other surfaces; wood, metal, per manufacturer’s
recommendations. Provide primer at all surfaces, as recommended by manufacturer.
D. Bonding Agent: CIM VOC Compliant Bonding Agent as required by manufacturer.
Substrates must be clean and dry with no oils, grease, or loose debris. See
manufacturer's written instructions for specific surface preparation. Spray apply to all
metal surfaces and existing coatings prior to applying fluid applied membrane to
ensure full adhesion.
E. Reinforcing Scrim (Reinforced Flashing Membrane): CIM Scrim, bonded polyester, to
be used at transitions.
F. Aggregate for Topcoat: Kiln dried, bagged material as recommended in writing by
waterproofing manufacturer for application in top tack coat over 120 mil waterproofing
system.
G. Joint Sealants: Sealants buried under waterproofing shall be two component,
polyurethane-based, elastomeric sealant, ASTM C920, Type M, Grade NS, Class 25,
non-sag type, compatible with waterproofing, as recommended in writing by
waterproofing manufacturer for substrate and joint conditions.
2.4 PERFORMANCE CRITERIA
A. General: Provide waterproofing membrane and flashings that remain watertight and
that do not permit the passage of water.
B. Fluid-applied waterproofing:
1. Elastomeric Waterproofing, ASTM C836 and C957: Exceeds all criteria.
2. Solids by volume: 88 %.
3. Volatile Organic Compounds (VOC): 0.76 pounds per gallon (92 g/L).
4. Mullen Burst Strength, ASTM D751, 50 mils in CIM Scrim: 150 pounds per
square inch.
5. Tear Strength, ASTM D624, Die C: 150 pounds per inch.
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 7
6. Tensile Strength, ASTM D412, 100-mil sheet: 900 pounds per square inch.
7. Extension to Break, ASTM D412: 400 %.
8. Recovery from 100 % Extension:
a. After 5-minutes: 98 %.
b. After 24-hours: 100 %.
9. Coating Performance, Crack Bridging:
a. 10 Cycles at minus 15°F (minus 26°C): Greater than 1/8-inch.
10. After Heat Aging: Greater than 1/4-inch.
11. Coating Performance, Weathering, ASTM D822: 5000 hours: no cracking.
12. Softening Point, ASTM D36: Greater than 325 ° F (160 ° C).
13. Deflection Temperature, ASTM D648: below minus 60 ° (minus 50 ° C).
14. Service Temperature: minus 60 ° F to 220 ° F (minus 50 ° C to 105 ° C).
15. Hardness, ASTM D2240, Shore A, 77 ° F (25 ° C): 60.
16. Permeability to Water Vapor, ASTM E96, Method E, 100 ° F (38 ° C), 100-mil
sheet: 0.03 perms.
17. Abrasion Resistance, Weight Loss, ASTM D4060: 1.2 mg.
18. Adhesion to Concrete, Dry, Elcometer: 350 pounds per square inch.
19. Color: Black.
C. Primer:
1. Solids by Volume: 97% mixed.
2. Volatile Organic Compounds (VOC): 20.9 pounds per gallon (36 g/L).
D. Bonding agent:
1. Solids by Volume: Less than 1 %.
2. Volatile Organic Compounds (VOC): 6.4 pounds per gallon (743 g/L).
E. Reinforcing scrim:
1. Weight: 3 ounces per square yard (100 g/m²).
2. Tensile Strength, ASTM D1682: 57.1 pounds (30 kg).
3. Elongation, ASTM D1682: 61.65%.
4. Mullen Burst Strength, ASTM D3726: 176.8 pounds per square inch (1,215 kPa).
5. Trapezoid Tear Strength, ASTM D1117: 16.1 pounds (7.2 kg).
PART 3 - EXECUTION
3.1 HAZARDOUS MATERIAL ABATEMENT
A. Retain industrial hygienist or other consultant to develop plan to remove, contain,
capture, collect, and legally dispose of hazardous materials.
B. Remove and dispose of hazardous materials in accordance with federal, state, and
local restrictions.
1. Provide enclosures to contain, capture, and collect hazardous materials.
2. Filter hazardous materials from waste water.
3. Monitor airborne dust and debris.
3.2 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 8
requirements and other conditions affecting performance of the Work.
1. Verify that concrete has cured and aged for minimum time period as
recommended in writing by waterproofing manufacturer.
2. Test substrate as moisture level as outlined below and verify that substrate is
visibly dry and within the moisture limits as recommended in writing by
waterproofing manufacturer.
3. Prior to installation of waterproofing, document and record testing of concrete
substrate to minimum pH of 7.
B. Verify substrate surfaces are free of frozen matter, dampness, loose particles,
projections, penetrations, or foreign matter detrimental to adhesion or application of
waterproofing system. Utilize dehumidifiers, fans, etc. as necessary to ensure
substrate moisture is within manufacturer’s accepted tolerance.
C. Verify substrate surfaces are smooth, free of honeycomb or pitting, and not detrimental
to full contact bond of waterproofing materials and achieve required profile.
D. Verify compatibility and adhesion with existing waterproofing membrane to remain.
E. Verify items penetrating surfaces to receive waterproofing are securely installed.
F. Verify substrate surface slopes for horizontal waterproofing applications.
G. Proceed with installation only after unsatisfactory conditions have been corrected.
3.3 PREPARATION
A. Clean, prepare, and treat substrates in accordance with waterproofing manufacturer's
written instructions. Provide clean, dust-free, and dry substrates for waterproofing
application.
B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage and
overspray affecting other construction. Protect surrounding areas from contact with
fluid-applied waterproofing.
C. Close off deck drains and other deck penetrations to prevent spillage and migration of
waterproofing fluids.
D. Remove grease, oil, bitumen, form-release agents, paints, curing compounds, acid
residues, and other penetrating contaminants or film-forming coatings from concrete.
1. Abrasive blast clean concrete surfaces uniformly to expose top surface of fine
aggregate in accordance with ASTM D4259 with a self-contained, recirculating,
blast-cleaning apparatus. Remove material to provide a sound surface free of
laitance, glaze, efflorescence, curing compounds, concrete hardeners, or form-
release agents. Remove remaining loose material and clean surfaces in
accordance with ASTM D4258.
E. Remove fins, ridges, and other projections, and fill honeycomb, aggregate pockets,
holes, and other voids.
F. Coordinate with Owner for impact to air-intake equipment in the vicinity of the Work.
Cover or filter air-intake louvers before proceeding with work that could affect indoor air
quality or that could activate smoke detectors in the ductwork.
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 9
3.4 PREPARATION OF CONCRETE
A. Prepare surface in accordance with manufacturer’s instructions.
B. Provide clean, dry, and structurally sound concrete surface.
C. Existing Concrete: Remove existing coating.
D. Condition Survey: Perform a condition survey of existing concrete in accordance with
ACI 201.1R.
E. Abrasive Blasting, mechanical methods:
1. Prepare concrete, concrete block surfaces to receive fluid-applied waterproofing
by abrasive blasting, or mechanical methods.
2. Remove dirt, soil, grease, oil, paint, coatings, form release agents, curing
compounds, laitance, loose material, unsound concrete, and other foreign
materials that would inhibit performance of fluid-applied waterproofing in
accordance with ASTM D4258 and by abrasive blasting.
3. Obtain a firm, sound concrete surface in which bug holes are fully opened or
repaired.
4. Remove sharp concrete edges and projections.
5. Perform abrasive blasting in accordance with ASTM D4259-88.
6. Receive approval by Architect of blasting media.
7. Maintain air supply for abrasive blasting free of oil and water in accordance with
ASTM D4285.
8. Expose aggregate to obtain a profile of ICRI CSP 4 to 6 in accordance with ICRI
03732.
F. Repair concrete surface to be free of holes. Fully open bug holes before repair.
Repair defects in the concrete surface, such as bug holes, air pockets, and honeycomb
by filling and smoothing off with patching material, epoxy patching compound, or grout.
Abrasive blast repaired surfaces.
G. Ensure substrate is clean and dry in accordance with manufacturer’s instructions.
Remove surface laitance from concrete surface to expose aggregate to obtain a profile
of ICRI CSP 4 to 6 in accordance with ICRI 03732.
H. Repair cracks in concrete surface with material suitable for type and width of crack,
compatible with substrate and fluid-applied waterproofing, and approved by the
Architect or Engineer.
I. Moisture Tests: Do not apply primer or fluid-applied waterproofing to concrete surface
unless two or more of the flowing moisture tests confirm appropriate moisture levels for
properly prepared substrates:
1. Plastic Sheet Method (ASTM D4263): Pass/Fail.
2. Relative Humidity Test: Less than 75% relative humidity at 70° F.
3. Calcium Chloride Test: Less than 5 pounds per 1,000 square feet per 24 hours.
4. Radio Frequency Test: Less than 5% moisture.
3.5 PREPARATION AT TERMINATIONS, PENETRATIONS, AND CORNERS
A. Prepare surfaces at terminations and penetrations through waterproofing and at
corners and penetrations in accordance with waterproofing manufacturer's written
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 10
instructions and to recommendations in ASTM C898/C898M.
3.6 PREPARATION OF STEEL
A. All carbon steel surfaces (including penetrations) shall be free of all dirt, oil, grease
spots, rust, and rust residue. Waterproofing shall not be applied over steel that is
blistered or flaking. For primed steel or steel with existing coatings, scarify surface
before coating and apply a test patch of waterproof membrane to test for acceptable
adhesion. Abrasive blasting is the preferred method for cleaning.
1. Achieve minimum 3 mil surface profile.
2. Immersion service: Near White Metal Blast, SSPC-SP-10 or NACE No. 2 Blast.
3. Non-immersion service: Commercial Blast, SSPC-SP-6 or NACE No. 3 Blast.
B. To prevent flash rust from occurring, Epoxy Primer may be used on freshly blasted
steel prior to coating with waterproofing.
3.7 INSTALLATION OF COLD FLUID-APPLIED WATERPROOFING
A. Apply primer to concrete surface a minimum of 15-mils wet thickness. A Uniform
coating free of holidays or pinholes is necessary to minimize outgassing effects curing
the application of the fluid-applied waterproofing to porous surfaces such as concrete.
Surfaces may require additional coats to obtain a pinhole free finish.
B. Allow primer to cure in accordance with manufacturer’s instructions before topcoating
with the fluid-applied waterproofing.
C. Apply fluid-applied waterproofing in accordance with manufacturer’s instructions.
D. Keep material containers tightly closed until ready for use.
E. Keep equipment, air supplies, and application surfaces dry.
F. Mix and apply when fluid-applied waterproofing is above 60°F (15°C).
G. Do not use adulterants, thinners, or cutback solutions.
H. Blend and mix 2-component materials in accordance with manufacturer’s instructions.
Do not hand mix components.
I. Maintain air supply for material spray application free of oil and water in accordance
with ASTM D4285.
J. Apply fluid-applied waterproofing directly to a clean and dry surface or to reinforcing
fabric.
K. Apply a 6 to 12-inch wide strip of scrim over cracks over 1/8-inch wide, non-working
joints, edges, and changes in substrate. Adhere center scrim over all joints by applying
a tack coat of the fluid-applied waterproofing.
L. Apply 1/2 to 3/4 inch cant bead at inside corners along the floor to wall transition
around the perimeter. Extend waterproofing coating over cants and up intersecting
surfaces as recommended in writing by manufacturer. Apply extra thickness of fluid
applied waterproofing with scrim application at all corners, intersections, angles, and
over substrate joints.
M. Apply sufficient fluid-applied waterproofing to achieve 120 mil dry-film thickness,
applied in two coats of 70 wet-mils.
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 11
N. Within 4 hour re-coat window apply CIM at desired wet mil thickness to achieve a 120
dry mil application respective of desired warranty duration.
1. The re-coat window is 1 to 4 hours at 70°F (21°C), and is affected by the air and
substrate temperature. Consult manufacturer in determining re-coat window for
specific temperatures.
O. For Tile: Over 120 mil waterproofing system, apply one 15 to 20 mil tack coat and
broadcast clean, graded, kiln dried, 30 mesh sand aggregate to refusal at horizontal
surfaces and patted-in at vertical surfaces. Tack coat should be installed 2 to 4 hours
after base coat. Excess aggregate may be removed the following day, once cured.
P. Joint Lines:
1. Prepare for joint lines should rain or other conditions require work stoppage or
extended delay.
2. Install joint lines clean and straight. Install overlap 6-inches minimum to ensure
an impervious joint.
3. Severely abrade with wire brush or sandpaper and apply bonding agent to all
areas where the fluid-applied waterproofing has cured beyond its recoat window.
Q. Recoating:
1. Recoat the fluid-applied waterproofing system within the recoat window to obtain
maximum interlayer adhesion to build specific thickness.
2. Severely abrade with wire brush or surface grinder; apply bonding agent, and
recoat, if fluid-applied waterproofing has cured more than the recoat window.
Acceptable adhesion can only be achieved through aggressive abrading.
R. Curing:
1. Cure fluid-applied waterproofing in accordance with manufacturer’s instructions.
2. Curing Time:
a. Allow minimum solvent release time of 24-hours at 60 F° (15 C°) for a 60-
wet mil coating thickness.
b. Allow 48 hours for a 90 mil thickness, and 72 hours for thicknesses greater
than 90 mils hours at 60 F° (15 C°).
3. Receive approval of cured coating by Engineer.
3.8 FIELD QUALITY CONTROL
A. Testing Agency: General Contractor shall engage a qualified independent testing
agency acceptable to the architect to perform tests and inspections.
B. Membrane Integrity Testing: Test all horizontal deck areas before placing overlying
construction:
1. ELD Testing: Testing agency surveys entire horizontal waterproofed area and
flashings to locate discontinuities in the system assembly using ELD in
accordance with ASTM D7877 and ASTM D8231.
a. After testing, repair areas of discontinuities, repeat tests, and make further
repairs until waterproofing and flashing installations are contiguous.
1) Cost of retesting is Contractor's responsibility.
ECS Pacific, Inc.
Project No. 81:1145
City of Santa Ana Public Library Renovation
26 Civic Center Plaza
Santa Ana, California 92701
COLD FLUID-APPLIED WATERPROOFING
07 1416 - 12
b. Testing agency to prepare survey report indicating locations of initial
discontinuities, if any.
2. Obtain written approval of successful testing from the Architect for each area
before installing subsequent system layers. Any areas covered with subsequent
layers prior to receiving approval are subject to rejection.
C. Manufacturer's Field Service: Engage a site representative qualified by waterproofing
system manufacturer to inspect substrate conditions, surface preparation, membrane
application, flashings, protection, and drainage components and to furnish daily reports
to Architect.
1. Testing agency to verify thickness of waterproofing during application for each
600 sq. ft. of installed waterproofing or part thereof.
2. Final Inspection: Arrange for waterproofing system manufacturer's technical
personnel to inspect system installation on completion, in presence of Architect,
and to prepare inspection report.
3. Notify Architect and Owner 48 hours in advance of date and time of inspection.
4. Repair or remove and replace components of waterproofing system where
inspections indicate that they do not comply with specified requirements.
D. Additional Tests and Inspections:
1. Additional testing and inspecting, at Contractor's expense, will be performed to
determine if replaced or additional work complies with specified requirements.
2. Waterproofing system will be considered defective if it does not pass tests and
inspections.
E. Prepare test and inspection reports.
3.9 PROTECTION, REPAIR, AND CLEANING
A. Immediately remove and clean fluid-applied waterproofing materials from surfaces not
intended to receive the materials.
B. Protect waterproofing system from damage and wear during remainder of construction
period.
C. Protect installed protection course and composite drainage from damage due to UV
light, harmful weather exposures, physical abuse, and other causes. Provide temporary
coverings where material is subject to abuse and cannot be concealed and protected
by permanent construction immediately after installation.
D. Correct deficiencies in or remove waterproofing system that does not comply with
requirements, repair substrates, and repair or reinstall waterproofing system to a
condition free of damage and deterioration at time of Substantial Completion and in
accordance with warranty requirements.
E. Clean spillage and soiling from adjacent construction using cleaning agents and
procedures recommended in writing by manufacturer of affected construction.
F. Remove and dispose of all temporary materials used to protect adjacent work and
surrounding areas.
END OF SECTION 07 1416
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc. Allegion
Group 4 Project No. 22575-01 October 16, 2025
DOOR HARDWARE 087100-1
SECTION 08 71 00 - DOOR HARDWARE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and Supplementary Conditions
of Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes items known commercially as finish or door hardware that are required for
swing, sliding, and folding doors, except special types of unique hardware specified in the same
sections as the doors and door frames on which they are installed.
B. This Section includes the following, but is not necessarily limited to:
1. Door Hardware, including electric hardware.
2. Storefront and Entrance door hardware.
3. Thresholds, gasketing and weather-stripping.
C. Related Sections: The following sections are noted as containing requirements that relate to this
Section, but may not be limited to this listing.
D.
1. Division 8: Section – Hollow Metal Doors and Frames.
2. Division 8: Section - Flush Wood Doors.
3. Division 8: Section - Aluminum Storefront.
4. Division 28: Section - Fire/Life-Safety Systems & Security Access Systems.
1.3 REFERENCES (USE DATE OF STANDARD IN EFFECT AS OF BID DATE.)
A. 2022 California Building Code, CCR, Title 24.
B. BHMA – Builders’ Hardware Manufacturers Association
C. CCR – California Code of Regulations, Title 24, Part 2, California State Accessibility Standards.
D. DHI – Door and Hardware Institute
E. NFPA - National Fire Protection Association.
1. NFPA 80 - Fire Doors and Other Opening Protectives
2. NFPA 105 - Smoke and Draft Control Door Assemblies
F. UL - Underwriters Laboratories.
1. UL 10C - Fire Tests of Door Assemblies
2. UL 305 - Panic Hardware
G. WHI - Warnock Hersey Incorporated
H. SDI - Steel Door Institute
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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.
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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.
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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.
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 2025
DOOR HARDWARE 087100-17
GROUP NO. 18
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA FIRE EXIT HARDWARE AX-98-L-NL-F-17 626 VON
1 EA RIM CYLINDER CR3080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP CUSH 689 LCN
1 EA GASKETING 188SBK PSA BK ZER
GROUP NO. 19
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP EDA 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
1 EA DOOR BOTTOM 364AA AA ZER
GROUP NO. 20
2 EA CONT. HINGE 112XY EPT 628 IVE
2 EA POWER TRANSFER EPT10 689 VON
1 EA ELEC PANIC HARDWARE RX-QELX-AX-3549A-EO-LBL 626 VON
1 EA ELEC PANIC HARDWARE RX-QELX-AX-3549A-NL-OP-388-
LBL
626 VON
1 EA RIM CYLINDER CR3080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
2 EA 90 DEG OFFSET PULL 8190EZHD 10" O 630-316 IVE
2 EA SURFACE CLOSER 4040XP SCUSH 689 LCN
1 SET SEAL BY AL FRAME MANUFACTURER
2 EA DOOR BOTTOM 364AA AA ZER
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 2025 Group 4 Project No. 22575-01
087100-18 DOOR HARDWARE
GROUP NO. 21
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA MORTISE EU LOCK M8859EU AE LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA FLOOR STOP FS439 682 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. 22
1 EA ELECTRIC HINGE 5BB1 TW8 - SIZE AND THICKNESS
TO MATCH EXISTING
652 IVE
1 EA ELEC TRIM M996-L-RV-17-FS 626 VON
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
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 October 16, 2025
DOOR HARDWARE 087100-19
GROUP NO. 23 – NOT USED
GROUP NO. 24
1 EA CONT. HINGE 112XY 628 IVE
1 EA CONT. HINGE 112XY TWP 628 IVE
1 EA MANUAL FLUSH BOLT FB458 626 IVE
1 EA MORTISE EU LOCK M8859EU LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP EDA 689 LCN
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. 25
3 EA HINGE 5BB1 5 X 4.5 652 IVE
1 EA STOREROOM LOCK SET CLX3357 PZD CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA OH STOP 90S 630 GLY
3 EA SILENCER SR64 GRY IVE
GROUP NO. 26
6 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA MANUAL FLUSH BOLT FB458 626 IVE
1 EA PASSAGE SET CLX3310 PZD 626 C-R
2 EA OH STOP 100S 630 GLY
2 EA SILENCER SR64 GRY IVE
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 2025
DOOR HARDWARE 087100-21
GROUP NO. 33
2 EA HINGE 5BB1 5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 5 X 4.5 TW8 652 IVE
1 EA MORTISE EU LOCK M8859EU AE LXL 626 ACC
1 EA LEVER TRIM MATCH BUILDING STANDARD 626 C-R
1 EA MORTISE CYLINDER AS REQUIRED BY NARROW STILE
LOCK MFR
626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
1 EA SURFACE CLOSER 4040XP REG OR PA AS REQ 689 LCN
1 EA FLOOR STOP FS439 682 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
GROUP NO. 34
1 EA PANIC HARDWARE AX-98-L-17 626 VON
1 EA RIM CYLINDER CR3080 CT6R 626 C-R
1 EA PERMANENT CORE CR8000 626 C-R
BALANCE OF HARDWARE
EXISTING TO REMAIN
GROUP NO. 35
2 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA ELECTRIC HINGE 5BB1 4.5 X 4.5 TW8 652 IVE
1 EA EU STOREROOM LOCK CL33905 PZD 626 C-R
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA WALL STOP WS401/402CVX 626 IVE
CARD READER - WORK OF
DIVISION 28
POWER SUPPLY - WORK OF
DIVISION 28
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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.
City of Santa Ana Public Library Renovation
Allegion Group 4 Architecture Research + Planning, Inc.
October 16, 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 October 16, 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
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-1
SECTION 27 4116 - AUDIOVISUAL SYSTEMS AND EQUIPMENT
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.Provide all labor, materials, transportation and equipment to complete the furnishing,
installation, assembly, set up, and testing of the Sound and Audiovisual System work
indicated on the drawings and specified herein. Notwithstanding any detailed information in
this Section, provide complete, working systems.
B.Design, engineer and provide complete, all means of support, suspension, attachment,
fastening, bracing, and restraint (hereinafter "support") of the Work of this Section. Provide
engineering of such support by parties licensed to perform work of this type in the Project
jurisdiction.
1.2 SYSTEM FUNCTIONS
A.Provide the following, in addition to work shown on the drawings and specified in Parts 2 and
3 below:
B.Loudspeaker/Audio Processing, general
1.Program audio and speech content to output through overhead loudspeakers.
C.Racking compartment, general
1.Provide blank plates at all unused openings.
2.Provide fans as required to keep the interior of each equipment rack at a temperature
of at least 5-10 degrees cooler than equipment manufacturer's recommended
operating temperature.
a.Fans to not emit more noise than 30 dB.
D.Controls Systems, general
1.Review all push button and touchpanel button nomenclature with City's
Representative prior to system programming.
2.Provide graphic indication of program volume level on control touchpanel when
volume control is selected.
3.Provide Main menu selection button on all touchpanel screens to route user back to
main touchpanel menu.
E.Control Functions
1.Control: Confirm all control functions and layouts with City's Representative prior to
system programming.
2.Wall Control:
a.General: Functions to operate by scene/mode, not by device.
1)End user selection of a single A/V input source (push buttons)
automates:
a)Projection screens lower
b)Projectors turn on
c)Presets recalled
d)Sets audio chain to loudspeakers
2)End user selection on an Audio Only input automates:
a)Sets audio chain
3)Control Push Button Selections
a)Audio Mute
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b)Video Mute
c)Program Volume
d)Power Off
4)Touchpanel Menus
a)Startup Page: “Press here to begin”
b)Home Page:
c)“Select Source”: Provides sub-menus of source selections:
1. PC
2. Blu-Ray
3. Laptop HDMI
4. Laptop VGA + mini stereo audio
5. AUX HDMI
6. AUX VGA + mini stereo audio
7. Mini Stereo audio only
d) “Controls”: Provide sub-menu of:
1. Screen up/down control
2. Individual projector on/off control
e) “Power Off”: Provides sub-menu selection of “Do you want
to power off the system?” with “Yes” and “No” selections.
Upon selection of “Yes”, menu reads “Please wait, shutting
down system”
f)All menus, except Home Page, to include “Home” button to
revert back to the Home Page.
1.3 REFERENCE STANDARDS
A.Conform to the applicable portions of the current standards published by these organizations:
1.SMPTE Society of Motion Picture and Television Engineers.
2.NAB National Association of Broadcasters.
3.EIA Electrical Industries Association of America.
4.UL Underwriters Laboratories.
5.AES Audio Engineering Society.
6.NEC National Electrical Code.
7.UBC Uniform Building Code.
8.NFPA National Fire Protection Association.
9.EIAJ Electrical Industries Association of Japan.
10.IEC International Electrotechnical Commission.
11.FCC Federal Communications Commission.
12.NTC Network Transmission Committee of the Video Transmission
Engineering Advisory Committee.
13.NCTA National Cable Television Association.
14.BTSC Broadcast Television Stereo Committee.
15.TASO Television Allocation Study Organization.
B.Conform additionally to the following specific standards:
1.American National Standards Institute (ANSI)
a.ANSI S1.4-1983 (R2001) American National Standard Specification for
Sound Level Meters
b.ANSI S1.11-1986 (R2001) American National Standard Specification for
Octave-Band and Fractional Octave-Band Analog and Digital Filters
c.ANSI S1.42-1986 (R2001) American National Standard Design Response of
Weighting Networks for Acoustical Measurements
d.ANSI IT 7.214-89 Audio-visual Systems - Front Projection Screens
(Tripod/Free-Standing) - Methods for Testing and Reporting Performance
Characteristics.
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-3
2.Audio Engineering Society Incorporated (AES)
a.AES2-1984 (r1997) AES recommended Practice Specification of
Loudspeaker Components Used in Professional Audio and Sound
Reinforcement
b.AES5-1998 (Revision of AES5-1984) AES recommended practice for
professional digital audio – Preferred sampling frequencies for applications
employing pulse-code modulation
c.AES14-1992 (r1998) AES standard for professional audio equipment –
Application of connectors, part 1, XLR-type polarity and gender
d.AES20-1996 AES recommended practice for professional audio – Subjective
evaluation of loudspeakers
e.AES26-2001 Revision of AES26-1995 AES recommended practice for
professional audio interconnections – Conservation of the polarity of audio
signals
f.AES-R2-1998 AES Project Report for articles on professional audio and for
equipment specifications – Notations for expressing levels
3.Electronic Industries Association of America (EIA)
a.EIA-160 Sound Systems
b.EIA-310-E Racks, Panels and Associated Equipment
c.EIA-101-A Amplifiers for Sound Equipment
d.SE-103 Speakers for Sound Equipment
e.SE-104 Engineering Specifications for Amplifiers for Sound Equipment
4.International Electrotechnical Commission (IEC)
a.IEC 268-3 (1988) Sound system equipment – Part 3: Amplifiers
b.IEC 268-5 (1989) Sound system equipment – Part 5: Loudspeakers
c.IEC 268-12 (1987) Sound system equipment – Part 12: Application of
Connectors for Broadcast and Similar Use
d.IEC 651 (1979) Sound level meters
5.International Organization for Standardization (ISO)
a.ISO 1996-1 Acoustics – Description and measurement of environmental
noise – Part 1: Basic quantities and – Composite Analog Video Signal –
NTSC for Studio Applications
6.Federal Specifications (FS)
a.GG-S-00172D Screen, Projection. Federal Supply Classification (FSC) 670.
7.Federal Standards (Fed-Std)
a.191A Textile Test Methods.
1)5760 Mildew Resistance of Textile Materials; Mixed Culture Method.
2)5903.1 Flame Resistance of Cloth; Vertical.
8.NFPA
a.255 Method of Testing Surface Burning Characteristics of Building Materials.
b.701 Methods of Fire Tests for Flame-Resistant Textiles and Films.
9.Society of Motion Picture Engineers (SMPTE).
a.SMPTE 196M-86 Motion Picture - Screen Luminance and Viewing
Conditions - Indoor Theater Projection Guide.
b.SMPTE 202M-1998 Motion Pictures – B Chain Electroacoustic Response –
Dubbing Theaters, Review Rooms and Indoor Theaters
c.SMPTE RP167-1995 Alignment of NTSC Color Picture Monitors
d.SMPTE EG1-1990 Alignment Color Bar Test Signal for Television Picture
Monitors
e.SMPTE EG27-1994 Supplemental Information for ANSI/SMPTE 170M and
Background on the Development of NTSC Color Standards (R1999)
f.RP 94 Recommended Practice for Gain Determination of Front Projection
Screens.
g.SMPTE RP 95 Recommended Practice for Installation of Gain Screens.
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h.SMPTE RP 98 Recommended Practice for Measurement of Screen
Luminance in Theatres.
10.Underwriters Laboratories Incorporated (UL)
a.UL 813 Commercial Audio Equipment 1996
b.UL 1419 Professional Video and Audio Equipment 1997
c.UL 1492 Audio-Video products and Accessories 1996
d.UL 6500 Audio/Video and Musical Instrument Apparatus for Household,
Commercial and Similar General Use 1999
1.4 RELATED WORK IN OTHER SECTIONS
A.Division 26 – Power for all equipment
B.Section 27 05 00 – Common Work Results for Communications Systems
C.Section 27 05 26 – Grounding and Bonding for Communications Systems
D.Section 27 05 29 – Hangers and Supports for Communications Systems
E.Section 27 05 33 – Conduits and Backboxes for Communications Systems
F.Section 27 05 36 – Cable Trays for Communications Systems
G.Section 27 05 43 – Underground Duct and Raceways for Communications Systems
H.Section 27 05 48 – Noise and Vibration Control for Communications Systems
I.Section 27 05 53 – Identification for Communications Systems
J.Section 27 10 00 – Structured Cabling for Communications Systems
K.Section 27 11 13 – Communication Entrance Protection
L.Section 27 11 16 – Communications Racks, Frames and Enclosures
M.Section 27 11 19 – Communication Termination Blocks
N.Section 27 11 23 – Communications Cable Management
O.Section 27 13 00 – Communications Indoor Backbone Cabling
P.Section 27 14 00 – Communications Outside Plant Backbone Cabling
Q.Section 27 15 00 – Communications Horizontal Cabling
R.Section 27 41 23 – Communications Broadband Systems
S.Section 27 51 16 – Public Address and Mass Notification Systems
1.5 QUALITY ASSURANCE
A.Test Equipment. Provide in conformance with the applicable requirements of Section 27 05
00 – Common Work Results for Audiovisual Systems. Test systems using at least one (1)
each of the following test measurement devices or their functional equivalents:
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1.Sound Systems:
a.Wide band oscilloscope, 50 MHz, analog. (Example: NTI Audio Minilyzer
ML1 ).
b.True RMS audio digital volt-ohm-millimeter (Example: Fluke 8060A).
c.Integrated audio test set (Example: Audio Precision or NTI Audio Minilyzer
ML1).
d.Acoustic polarity tester (Example: NTI Audio Minilyzer ML1).
e.Pink Noise generator (Example: NTI Audio Digital Audio Signal Generator,
Extron VTG 300R).
f.Calibrated microphone and pre-amplifier assembly (Example: 1/2” ANSI
Type 1 ACCO, Larson Davis, Bruel & Kjaer free field incidence capsule,
preamplifier/power supply).
g.Real time audio spectrum analyzer, one-third octave (Example: NTI Audio
Acoustilyzer AL1 or Minilyzer ML1, Ivie IE-30A or Rational Acoustics Smaart
system).
h.Frequency/time audio analyzer (Example: Goldline TEF system or Rational
Acoustics Smaart system).
2.Baseband Video Systems:
a.Wide band oscilloscope, 50 MHz, analog. (Example: Tektronix TDS3000C).
b.Analog composite test generator (Example: Tektronix SPG300).
c.Analog composite waveform/vector monitor (Example: Tektronix WFM
series.)
3.RGBHV Wideband Component Analog Video Systems:
a.Wide band oscilloscope, 500 MHz, analog. (Example: Tektronix
TDS3000C).
b.RGBHV test generator (Dot clock 200 MHz, Pixel clock accuracy 100 ppm,
Horizontal frequency range 15 kHz to 131 kHz, Vertical frequency range 20
Hz to 120 Hz. (Example: Extron VTG 400D).
4.HD/SDI Video Systems
a.Pattern & Test Signal Generator (Example: Extron VTG 400D, Tektronix
SPG300).
b.Portable Waveform Monitor/Rasterizer (Examples: Tektronix WFM series,
Leader LV5750 with HD/SDI Options)
5.HDMI Video Systems
a.HDMI EDID Diagnostic (Example: Kramer VA-2H).
6.Projection Systems:
a.Luminance meter. (Example: Tektronix J17/J18 with J1803 8 degree
luminance head.).
b.Grey scale chart.
c.Precision optical comparator. (Example: Phillips or Tektronix J17/J18 with
J1810/J1820 chromaticity head.).
7.Structured Cabling used for Audiovisual Systems
a.Level III field testers as defined in ANSI/TIA-1152 - Fluke, Agilent Or equal.
1)The tester including the appropriate interface adapter must meet the
specified accuracy requirements. The accuracy requirements for the
permanent link test configuration (baseline accuracy plus adapter
contribution) are specified in Table 4 of ANSI/TIA-1152
2)The RJ45 test plug shall fall within the values specified in ANSI/TIA-
568-C Annex C for NEXT, FEXT and Return Loss.
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3)The tester interface adapters must be of high quality and the cable
shall not show any twisting or kinking resulting from coiling and
storing of the tester interface adapters. In order to deliver optimum
accuracy, preference is given to a permanent link interface adapter
for the tester that can be calibrated to extend the reference plane of
the Return Loss measurement to the permanent link interface. The
Contractor shall provide proof that the interface has been calibrated
within the period recommended by the vendor. To ensure that
normal handling on the job does not cause measurable Return Loss
change, the adapter cord cable shall not be of twisted-pair
construction.
b.Tone Test Sets.
8.Any other items of equipment or materials required to demonstrate conformance with
the Contract Documents.
1.6 SUBMITTALS
A.Conform with Section 27 05 00 - Common Work Results for Communications Systems
1.7 CONFLICTS
A.Present any conflicts between codes, regulations, specifications and/or requirements at least
thirty (30) calendar days prior to the commencement of the scheduled work.
1.8 SYSTEM PERFORMANCE REQUIREMENTS, AUDIO-VISUAL SYSTEM
A.Using the listed test equipment, document that the installed systems meet or exceed the
performance standards below.
1.Audio Playback and Sound Reinforcement Systems:
a.Electrical Performance; Source Input to Power Amplifier Output:
1)Frequency Response (Equalizer flat): +0.5 dB 30 Hz to 15 kHz.
2)Total Harmonic Distortion (THD): Less than 0.5%, 30 Hz to 15 kHz,
+4 dBm line level.
3)Signal to Noise: At least 70 dB, 30 Hz to 15 kHz, referenced to input
of +4 dBm.
4)Crosstalk: At least -60 dB, 30 Hz to 15 kHz.
b.Electro/Acoustic Performance:
1)Standard Classrooms, Coaching Spaces and Conference Rooms
a)Uniformity of Coverage:
(1) Consistent with installed device, location in room
and geometric dispersion of sound level.
b)Minimum Sound Pressure Level, Pink Noise Input measured
on axis to device under test, center of room, at 4 feet above
the floor using a freestanding Type 1, microphone:
(1)Program Audio 80 dB flat weighting, in each octave
from 125 Hz to 8 kHz, without clipping.
c.Equipment: Specified individually.
d.Audio Signal Path: Shall not degrade performance of connected equipment.
2.Video Systems
a.Digital performance concurrent with SMPTE 292M HDTV requirements at 1.5
Gigabits.
b.Analog Composite Video Frequency Response: 100 KHz to 20 MHz within
0.5 dB
c.Analog Component/RGBHV Video Frequency Response: 100 KHz to 350
MHz within 3.0 dB
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-7
d.Analog NTSC Video Signal to Noise Ratio: at least 65 dB.
e.Analog RGBHV Video Signal to Noise Ratio: at least 58 dB.
f.Analog Video Differential Phase and Gain: no more than 0.5 degrees and 0.5
percent, respectively.
g.Analog and Digital Video Signal to Crosstalk Ratio: at least 50 dB.
h.Analog Video Timing; no more than .25 degrees variation at 3.58 MHz
between any two parallel lines to the same location.
3.Projection Systems:
a.Consistent with performance of specified projectors and screens.
b.Brightness, convergence per ANSI standard procedures for device.
B.System Gain/Levels
1.Maintain consistent signal levels throughout the Project for each type of signal
carried. Patch points shall be unity gain, "flat" equalization, unless specifically noted
otherwise herein or on the drawings. The reference signal levels shall be;
a.Analog Video; 1.0 Volt peak to peak composite signal, sync tip to peak white,
defined as "100 IRE", or "100% signal".
b.TV RF; 1000 microVolts, defined as "0 dBmV"
c.Digital Audio, Line Level; -20 dbfs, defined as "0 VU"
d.Analog Audio, Line Level; +4 dBu, defined as "0 VU"
e.Analog Audio, Microphone Level; -50 dBm, 150 ohms
f.Analog Audio, Speaker Level; Greater than +20 dBm
g.Data and Control; As defined by the specification for the signal carried, e.g.,
RS-232, RS-422 or any other such appropriate standard.
C.Masking
1.Masking sound level, following Contractor's level and signal equalization
1/3 Octave Band Sound Pressure Level and
maximum permitted
variance (dB) below ceiling
tile
50 Hz:47.0 (+4/-6) dB
63 Hz:47.0 (+4/-5) dB
80 Hz:47.0 (± 4) dB
100 Hz:47.0 (± 3) dB
125 Hz:47.0 (± 3) dB
160 Hz:46.0 (± 3) dB
200 Hz:45.0 (± 2) dB
250 Hz:44.0 (± 2) dB
315 Hz:42.7 (± 2) dB
400 Hz:41.3 (± 2) dB
500 Hz:40.0 (± 2) dB
630 Hz:38.3 (± 2) dB
800 Hz:36.7 (± 2) dB
1000 Hz:35.0 (± 2) dB
1250 Hz:33.3 (± 2) dB
1600 Hz:31.7 (± 2) dB
2000 Hz:30.0 (± 2) dB
2500 Hz:28.3 (± 2) dB
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SECTION 27 4116-8 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
1/3 Octave Band Sound Pressure Level and
maximum permitted
variance (dB) below ceiling
tile
3150 Hz:26.7 (± 2) dB
4000 Hz:25.0 (± 2) dB
5000 Hz:22.3 (± 2) dB
6300 Hz:19.7 (± 3) dB
8000 Hz:17.0 (± 4) dB
10,000 Hz:12.0 (+4/-6) dB
D.Measurements
1.Contractor to submit quantitative test reports substantiating conformance with the
technical performance standards outlined herein above for each cable run,
component, subsystem and overall system installed under the work of this Section,
concurrent with or prior to identifying to the City's Representative that the work is
Substantially Complete.
2.Conform with the requirements of Section 27 05 00 – Common Work Results for
Audiovisual Systems as to means and method of submittal.
1.9 TRAINING
A.Conduct training on completed system at reasonable convenience of the City during normal
business hours.
1.Operator Training: 16 hours, including classroom format and hands-on training.
Document training using the systems installed under the work of this project.
Transmit a copy of the training recordings to the City on USB Thumb Drive and on
DVD for subsequent retraining and reference by City staff.
2.Initial Use Support: Provide standby trainer/system engineer during two (2) system
uses, not to exceed 8 total hours of supplemental support/training.
1.10 DEFINITIONS
A.Definitions of Terms: The following definitions and conditions apply to each of the respective
parameters and the measurements of those parameters, unless specifically stated otherwise:
1.Frequency Response: The minimum acceptable frequency band over which the
amplitude response is within 3 dB (or any specified range), or the specified limits of
the response relative to the reference frequency (1 kHz for audio, 1.0 MHz for video)
under design load conditions, at any operating level up to and including the specified
maximum output while fully in compliance with all other performance specifications.
2.Maximum Output Level: The minimum acceptable maximum signal output level
(voltage, current or power) attained under design load conditions attained while fully
in compliance with all other performance specifications.
3.Harmonic Distortion: The maximum acceptable harmonic distortion measured at any
operating level, up to and including the specified maximum output, with an applied
sine wave signal of any frequency in the range of the specified frequency response.
4.Audio Intermodulation Distortion: The maximum acceptable intermodulation
distortion resulting from the introduction of 60 Hz and 7 kHz signals in a ratio of 4:1
under design load conditions at any operating level up to and including the specified
maximum output level.
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-9
5.Signal to Noise Ratio: The minimum acceptable ratio of signal to noise levels derived
from broadband measurements under design load at maximum output over the entire
range of the specified frequency response.
6.Clipping Level: The minimum acceptable maximum level of signal applied to the
device under design load conditions while fully in compliance with all other
performance specifications.
7.Sensitivity: The maximum acceptable level of input signal applied to the device that
is necessary to provide the maximum output under design load conditions.
8.Design Load: The load (in ohms) specified by usage of the particular device input or
output.
9.Composite Triple Beat Ratio: The ratio of visual carrier level to composite third order
distortion products.
10.Cross Modulation Ratio: The ratio of visual carrier level to coherent spurious signal
level (i.e. intermodulation products).
11.Carrier to Noise Ratio: The ratio of visual carrier to noise levels derived from
broadband measurements under design load at maximum output over the entire
range of the specified frequency response.
B.Signal Levels: The following voltage levels shall be considered the standard operating levels
for the particular circuitry, unless specifically noted otherwise (0.775 Volt = 0 dBu = 0 dbm for
a 600 ohms terminated circuit):
1.Microphone Circuits: -30 dBu or less.
2.Audio Line Level Circuits: -30 dBu to +24 dBu; equivalent to -30 dBm to +24 dBm for
a 600 ohms terminated circuit.
3.Loudspeaker Level Circuits: More than +24 dBu.
4.Video Line Level Circuits: 1.0 Volt, peak to peak composite signal.
5.Radio Frequency (RF), Television (MATV) Circuits: +6 to +72 dBmV (0 dBmV =
1,000 microvolts).
C.Characteristic Impedances: The following operating impedances shall be considered to be
the standard operating impedances for the particular circuitry, unless specifically noted
otherwise:
1.Microphone Circuits: 50-250 ohms source, 150-1500 ohms terminating,
electrostatically and electromagnetically balanced to ground.
2.Audio Line Level Circuits: 600 ohms maximum source, 600 ohms minimum
terminating, line to line, electrostatically and electromagnetically balanced to ground.
3.Video Line Level Circuits: 75 ohms maximum source, 75 ohms minimum terminating
to shield and signal ground, with Vertical Standing Wave Ratio (VSWR) not to exceed
1.2.
4.Radio Frequency (RF) Television Circuits: 75 ohms nominal to shield and signal
ground, with Vertical Standing Wave Ratio (VSWR) not to exceed 1.2.
1.11 SOFTWARE LICENSING
A.Provide licensing for Project-specific software programming at programmable devices.
B.Provide licensing and original software copies for each device provided under Work of this
Section that uses software for operation, configuration or control.
1.Provide licensing for required workstation operating systems, and required third party
software.
2.For the Control System, provide a complete copy of the source code, including the
device interface driver code modules.
C.Upgrade each software package to the release in effect at the end of the Warranty Period.
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PART 2 - PRODUCTS
2.1 LOUDSPEAKER ASSEMBLIES AND RELATED
A.Provide tamper resistant fasteners at all assemblies mounted within 10 feet of finished floor in
public occupancy spaces. Provide UL 1480 assemblies where required by code.
B.3” Loudspeaker Driver Assembly
1.Drawing Reference: SA
2.Functions/Features:
a.3” Full Range Loudspeaker
b.Integral 70v tap transformer
c.Frequency Response 110Hz – 12kHz
d.Dispersion: 135-degrees
e.Power Taps: 2, 4, 8, 16 Watts & 6-ohms
f.Sensitivity: 89.7dB (1W/1m)
g.UL1480 and UL2043 Listed
h.Blind access mount
3.Manufacturer:
a.JBL Control 12C-VA
b.Atlas FAP33T-W
c.Or equal.
C.3" Loudspeaker Assembly - 70V Coupled, Ceiling Mounted in Gyp or Plaster Ceiling:
1.Drawing Reference: SC
a.Provide 3” Loudspeaker Assembly specified elsewhere herein with blind
access mount backbox
b.Baffle to match that supplied for SA.
D.Sound Bar Speaker
1.Drawing Reference: SBS
2.Construction:
a.System Configuration 2-channel 2-way full-range for music / speech
b.Components & Loading (2) 3.5 ” long-throw woofers and (1) 0.75“ tweeter
per channel
c.Recommended High-Pass Filter On-board 1st order @ 120 Hz; no outboard
HP needed
d.Enclosure Type Low profile sealed enclosure
e.Enclosure Material Extruded ABS plastic with steel baffle insert
f.Finish: Black
g.Connectors Dual binding-head screws
h.Suspension Hardware Universal mounting kit for direct attachment to display
i.Grille Integral fabric wrap
3.Minimum Features/Function/Performance:
a.Frequency Response: 120 – 20,000 Hz, +/- 3 dB
b.Sensitivity 90 dB @ 2.83 volts / 1M
c.Impedance 8 ohm
d.Power Handling 90 W long term (AES-2) (per channel)
e.Maximum Output 103 dB long term; 109 dB peak
f.Nominal Coverage Angles 100 H x 120 V
g.Nominal Dimensions
1)height: 4.13 “
2)width: match display wall
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3)depth: 2.06 ”
h.Net Weight 15 lbs
4.Manufacturers:
a.Innovox
b.Cambridge Sound
c.JBL
d.Or equal
2.2 GENERAL POWER AMPLIFIERS AND RELATED
A.Power Amplifiers, General
1.Drawing Symbol: PA[number].
2.Provide the following functions and/or features
a.Employ solid state devices (integrated circuits and/or transistors) throughout
and employ positive protection of circuit components.
b.With amplifier input driven 10 dB beyond input level required to produce full
rated output, amplifier shall withstand for at least 15 seconds any of the
following load conditions without instability or operation of main over current
protection (i.e. no blown fuses or circuit breakers).
1)"Short" circuit of 0.1 ohm.
2)Open circuit (no load).
3)Standard Reactive Load: 5.4 ohms in series with the parallel
combination of 12.5 microhenrys; 800 microfarads and 18.3 ohms
resistive.
c.Peak voltage of turn-on and/or turn-off transients not greater than 20 dB
below maximum rated amplifier output.
1)Time duration of transients not to exceed 3 seconds.
d.Input level controls for each output channel to be calibrated, stepped
attenuators with at least 50 dB range.
1)For 0 to 34 dB of attenuation, steps not to be greater than 2.0 dB.
2)Attenuators to track calibration within 0.5 dB.
3)Stepped attenuators are not required at Power Amplifiers where the
connected driving source device includes a precision attenuator
under digital control with precision not less than that specified herein.
e.Input Connectors: XLR connector or tip sleeve (standard) phone jack or
barrier strip.
f.Output Connectors: Standard 0.75 inch spacing "5-way" binding posts, or
barrier strip.
g.Where integral cooling fans are provided, such fans shall have a minimum
life rating of 50,000 hours at 25 degree Centigrade ambient temperature.
h.Where indicated, provide balanced input, differential or transformer. Provide
matching accessory to implement if not a standard feature of the product
provided.
i.Listed by a Nationally Recognized Testing Laboratory.
3.Minimum performance requirements with all channels driven
a.Power Output Per Channel: As scheduled on Drawings as Minimum
Amplifier (Min Amp) and specified below; continuous average sine wave
power into 70 Volt line over a bandwidth of 40 Hz to 20 kHz.
1)Frequency Response: plus 0 dB, minus 0.5 dB, 40 Hz to 20 kHz at
rated output.
2)Total Harmonic Distortion: Less than 0.25 percent at rated output,
40 Hz to 20 kHz.
3)Intermodulation Distortion: Less than 0.04 percent at rated output
using frequencies of 60 Hz and 7 kHz, mixed in a ratio of 4:1.
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-12 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
4)Input Impedance: 15,000 ohms minimum; unbalanced, or balanced
as shown on drawings.
5)Hum & Noise: At least 94 dB signal-to-noise ratio.
6)Channel Separation: At least 75 dB at 1 kHz.
7)Phase Shift: Less than plus20 degrees from 20 Hz to 20 kHz.
8)D.C. Offset: Less than 10 millivolts.
B.Power Amplifiers, 2 Channel, 70 Volt
1.Drawing Symbol
a.PA50-70
b.PA100-70
c.PA200-70
d.PA300-70
e.PA600-70
2.Comply with Power Amplifiers, General, in this Section.
3.Power Output Per Channel, continuous average sine wave power into 70 Volt line
impedance, not less than.
a.PA50-70, 50 Watts
b.PA100-70, 100 Watts
c.PA200-70, 200 Watts
d.PA300-70, 300 Watts
e.PA600-70, 600 Watts
4.Dimensions: Not to exceed 3 rack units for 2 channels.
a.Manufacturer, PA50-70
1)Stewart CVA-50-1
2)Crown
3)QSC
4)Peavey
5)Or equal
b.Manufacturer, PA100-70
1)Crown CH-1
2)QSC
3)Peavey
4)Or equal
c.Manufacturer, PA200-70
1)Crown CH-1
2)QSC
3)Peavey
4)Or equal
d.Manufacturer, PA300-70
1)Crown CH-1
2)QSC
3)Peavey
4)Or equal
e.Manufacturer, PA600-70
1)Crown CH-2
2)QSC
3)Peavey
4)Or equal
C.Power Amplifiers, 2 Channel, Low Impedance
1.Drawing Symbols
a.PA 25
b.PA100
c.PA200
City of Santa Ana Public Library Renovation
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Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-13
d.PA300
e.PA400
f.PA800
2.Comply with Power Amplifiers, General, in this Section.
3.Power Output Per Channel, continuous average sine wave power into 8 ohm voice
coil impedance, not less than:
a.PA25, 25 Watts
b.PA100, 100 Watts
c.PA200, 200 Watts
d.PA300, 275 Watts
e.PA400, 400 Watts
f.PA800, 650 Watts
4.Dimensions
a.PA 25, not to exceed 1 rack unit for 2 channels.
b.PA100, PA200 and PA300, not to exceed 2 rack units for 2 channels.
5.Manufacturer, PA25
a.Crown D-45
b.Stewart Electronics
c.Or equal
6.Manufacturer, PA100
a.Crown CL1
b.Crown Cdi 1000 in low impedance mode.
c.Stewart Electronics
d.Electro-Voice
e.Peavey
f.Or equal
7.Manufacturer, PA200
a.Crown CL1
b.Crown CDi 1000 in low impedance mode.
c.Stewart Electronics
d.Electro-Voice
e.Peavey
f.Or equal
8.Manufacturer, PA300
a.Crown CL1
b.Crown CDi 1000 in low impedance mode.
c.Stewart Electronics
d.Electro-Voice
e.Peavey
f.Or equal
9.Manufacturer, PA400
a.Crown CDi 2000
b.Crest CKV800
c.QSC CX702
d.Electro-Voice
e.Or equal
10.Manufacturer, PA800
a.Two each PA400 as specified herein above.
b.Crown CDi 4000
c.QSC CX1102
d.Or equal
2.3 AUDIO PROCESSING
A.3-1 Audio Splitter
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-14 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
1.Drawing Reference: RDL
2.Features/Functions:
a.Audio distribution of up to 3 outputs
b.Balanced or unbalanced operation
c.Distribution with Impedance Conversion and Gain/Loss
3.Manufacturer:
a.Radio Design Labs ST-DA3
b.Or equal
B.Digital Signal Processing (DSP) System
1.Drawing Symbol(s): DSP
2.Function/Features:
a.Implement functions shown on Drawings using Digital Signal Processing
(DSP) hardware and software.
b.System implements in software at least the following functions as indicated
on the plans:
1)AMIX - automatic microphone mixer - MIC and LINE INPUTS as
indicated
2)REMOTE - Remote power on/off, gain control, auxiliary mixer select,
System Mode - controlled through interface to Control System
specified elsewhere in this Section.
3)DELAY - multi-channel delay, output quantity as indicated with 0-100
ms delay assignable to each output on selection of delay mode
operation.
4)LEVEL - Gain control under control of REMOTE
5)X02WAY 24dB - Crossover network, 2 port, 24 dB/octave
6)HP - High Pass Filter
7)LIM - Limiter
8)SHELF - Shelving Filter
9)FBX - Automatic Feedback Suppressor
10)PEQ* - Parametric Equalizer, where * indicates bands provided
11)MIX* - Mixer, where * indicates channel count
12)LP - Low pass filter
c.Field reconfigurable functions and parameters.
d.Performance:
1)Sample at 48 kHz or greater.
2)At least 20 bit input/output quantization.
3)Noise performance within 3 dB of theoretical limit.
4)Minimum of 24 bit internal processing.
5)Provide control with true status feedback.
e.Priority volume attenuator implemented as indicated on the
drawings/specification narrative.
f.Dante over Ethernet
3.Manufacturer - DSP System
a.QSYS.
b.Or equal.
2.4 ASSISTIVE LISTENING SYSTEM (ALS):
A.General
1.Provide Radio Frequency Type, Frequency Modulated
2.72 MHz Assistive Listening band.
3.Quantity of Devices:
B.ALS Transmitter
City of Santa Ana Public Library Renovation
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Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-15
1.Drawing Symbol: ALS TX
2.Features
a.Balanced bridging line input.
b.Rack mounted.
c.Connector for remote-mounted antenna.
d.Selectable transmitting frequency.
3.Manufacturer
a.Listen Technologies LT-800-072 Stationary Transmitter with LA-326 Rack
Mounting Kit
b.Phonic Ear
c.Williams Sound Corp
d.Or equal.
C.ALS Remote Transmitting Antenna
1.Drawing Symbol: A
2.Features
a.Antenna system with mounting hardware, matching specified ALS TX.
3.Manufacturer
a.Listen Technologies LA-123
b.Phonic Ear
c.Williams Sound Corp
d.Or equal.
D.Receivers and Accessories
1.Receiver
a.Battery powered, rechargeable.
b.Volume control.
c.Receptacle for earphone/accessory.
d.Rechargeable battery.
e.Tuneable to channel in use by the user.
f.Quantity: As Scheduled on the plans
2.Earphone
a.Ear hung, not inserted in the ear canal.
b.Hearing-Aid Compatible - For hearing-aid compatible receivers:
c.Wireless neck loop compatible with “T” coil hearing aids.
d.Built-in antenna
e.Operates with provided receivers
3.Manufacturer
a.Listen Technologies LR-500-072-0-M-C, LA-164 earphones, and LA-166
neck loops
b.Phonic Ear
c.Williams Sound Corp
d.Or equal.
E.Battery Charger/Storage/Carry Case
1.Features
a.Store and charge up to 16 Receivers and related accessories.
b.Cover, latches and carrying handles.
c.Removable lid.
2.Quantity: To simultaneously recharge each received as scheduled on the plans
a.Manufacturer
b.Listen Technologies LA-325
c.Phonic Ear
d.Williams Sound Corp
e.Or equal.
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-16 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
2.5 ROOM SCHEDULING SYSTEM
A.General: Provide hardware Room Scheduling Panels, frames/mounts, cabling, raceways, and
programming at Room Scheduling Panel locations shown on plans. Confirm compatibility of
submitted hardware panel with City/Library scheduling software.
B.Drawing Reference: RSP
1.Features/Requirements:
2.Compatible with Library/City Scheduling Software
3.Manufacturer:
a.Crestron TSW-770
b.Or equal
2.6 CONTROL SYSTEM, SWITCHING AND RELATED
A.General
1.Products provide under this Section shall be made by manufacturers regularly
engaged in the production of programmable commercial audio-visual control
systems. Such manufacturers shall have at least 5 years prior production experience
in the manufacture of such goods.
2.Provide control system to perform functions scheduled on drawings and herein.
a.System to be field programmable.
b.Provide programming allowance to implement system as required to provide
the functionality indicated herein and as defined by the City during design
and construction phase meetings, including closely matching the user
interface of the existing control panels used elsewhere at the City in style,
color and organization to the extent directed by the City’s Representative.
3.In addition to providing programming to meet the requirements outlined in part one of
this specification section and as outlined by the City during the reconstruction
programming meetings, Contractor to provide an allowance of up to $6000 to
implement new functions in the audiovisual systems programming identified by the
City after the substantial completion of this project. Allowance may not be expended
by the Contractor in completing the base bid scope of work including Warranty defect
items.
B.Control Processor
1.Drawing References: CONTROL
a.Control4
b.CBlock
c.Control PS - A/V Net power supply
2.Features/Functions/Performance:
a.Control System shall utilize a processor at no less that of sufficient capacity
to provide the indicated control functions without degradation due to system
overload.
b.I/O Ports:
1)At least 3 RS-232/422/485 Ports.
2)At least 8 IR/Serial Ports.
3)At least 8 Isolated Relay Ports
4)At least 8 I/O Ports.
5)At least 1 Port for the control system manufacturer's proprietary A/V
network.
6)At least 1 TCP/IP Ethernet Network connection via an RJ-45
connector.
c.Control System shall be fully compatible with the control system
manufacturer's projector and A/V equipment status monitoring and
City of Santa Ana Public Library Renovation
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Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-17
d.management software.
e.Control System shall include a 10/100 BaseT Ethernet Port that supports
f.all of the following features:
1)TCP/IP Communications
2)DHCP and DNS Support
3)IEEE 802.11b and Bluetooth Compatibility
4)Native Email Client
5)Remote Diagnostics
6)Remote Program Loading and Administration
7)Built-In Web Server
8)FAT32 File System for easy data management
9)SSL security plug-in
10)PDA Integration and Control, XPanel PDA - Pocket PC 2002
11)WebTablet Integration and Control – Microsoft Tablet PC
12)Self Generating Executable GUI, XPanel EXE – Microsoft Family of
Operating Systems
13)Self Generating ActiveX powered Microsoft Internet Explorer
Integration and Control, XPanel Microsoft Internet Explorer.
14)Self Generating Java powered Web Integration and Control
g.Control System Processor shall utilize a real time, event driven, multitasking,
multi-threaded operating system with a dual bus architecture.
h.High speed processor shall communicate directly with Ethernet, control
i.ports and proprietary control network utilizing high-speed, parallel bus
j.infrastructure. Control processors that communicate via a serial bus shall
k.not be accepted.
l.Control processor shall contain sufficient memory for the applications
indicated.
m.Control System processor shall utilize a FAT32 file structure.
n.Control System shall support internal communications speed via two,
independent communications busses. First control bus speed shall be at
least 40 mb/s, second control bus speed shall be at least 300 mb/s.
o.Full API (Applications Interface) directly to control system via TCP/IP for
integration with Visual Basic, C++, Java, etc. applications. API support
through included control system manufacturer's ActiveX modules and/or their
Dynamic Link Library (.DLL) file.
p.Control system manufacturer's to continuously monitor the integrity of the
A/V control network for wiring faults, marginal communication
q.performance, network errors – all information is viewable.
r.System Support RS-485 token passing network with data communication for
a minimum distance of 5000 feet.
s.Allow proprietary A/V Network network expansion via Ethernet or RS-232
ports, which can allow for high-speed network acceleration.
t.Support a minimum of 253 proprietary network devices simultaneously.
u.Control system shall support object-oriented logic based programming
v.language and a C-like language programming language. Both programming
types are supported to run simultaneously and integral to
w.each other.
x.System shall supply Windows-based graphical
y.programming software for drag and drop object oriented programming for the
control system operation.
z.System shall provide Windows-based graphical programming software,
which is self-documenting in that it generates a symbolic flow diagram
printout from the system program.
aa.The control system shall support a variety of wireless communication modes,
including one-way and two-way radio frequency and infrared transmission.
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-18 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
3.Provide supplemental AV Network power supplies and network segmentation (C
Block) as necessary to conform with the manufacturer’s recommendations for the
total number of connected devices.
4.Manufacturers:
a.Crestron Series 4 with I/O expanders as required to match indicated
functionality, CNTBLOCK and CNPWS-75 power supplies as required.
Provide options and software kit as necessary to enable manufacturers
XPanel IE functionality at clinicians desktops, and at desktop of of
designated clinical lab administrative support personnel.
b.AMX
c.Extron
d.Or equal.
C.A/V Net distribution block
1.Drawing Reference: CBLOCK
2.Function/Features/Performance:
a.Parallel distribution block for termination of multiple 4-wire A/V net cables
b.NET 1 – 8: (8) 4-pin 3.5mm detachable terminal blocks
c.Enclosure: Steel, black matte powder coat finish, surface mount box with (2)
integral mounting flanges
3.Manufacturers
a.Crestron CNTBLOCK
b.Extron
c.AMX
d.Or equal.
D.Control Panel/Touch, Topset (CTP) w/ Tabletop Kit; Wallmount (CTW) w/ Wallmount Kit.
1.Drawing Reference: CTP (Topset); CTW (Wallmount)
2.Features/Functions:
3.Manufacturer:
a.Crestron TSW-770-B-S w/ wallmount or Tabletop kit
b.Extron
c.Or equal
E.24-Port PoE Network Switch
1.Drawing References: NSW, CAMCTL NSW
2.Port Count:
a.24
3.Construction.
a.1 Rack Unit maximum
b.Provide accessories as required to rack mount.
4.Manufacturers:
a.Cisco Catalyst WS-C2960S-24PS-L.
b.DLink
c.Hewlett Packard
City of Santa Ana Public Library Renovation
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Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-19
d.Or equal.
E.F.Control Panel with integral processor and serial port, Hardwired, Module Style
1.Drawing References: CBP
2.Features:
a.Wall mount pushbutton control panel
b.Programmable buttons to accommodate control of a device's:
1)Power On and Off
2)Volume Up and Down
3)Source Select Toggle
a)Multiple pushes of a single button switches between
controlled device's input sources
c.Communication: RS232
d.1-gang, Decora wall-mountable
3.Manufacturer:
a.Crestron BPC-8
b.RTI
c.Or equal
2.7 VIDEO PROCESSING
A.HDSDI Distribution Amplifier
1.Drawing Reference: SD-DA
2.Features/Functions:
a.1:4 HD SDI Distributor
b.Up to 4k 4:2:2 30fps
c.12 Gbps
d.SMPTE Compliant
3.Manufacturer:
a.Kramer VM-4UX
b.Extron
c.Or equal
B.Rack-mounted Network-accessible Solid-State HD Video Recorder/Streamer/Compositor
1.Drawing Reference: NVR
2.Features/Functions/Performance:
a.Video inputs
1)Local video inputs:(1) 12G SDI
a)(1) 4K HDMI™ 1 and 2
b)Video over Ethernet3: (1) RTSP
c)(1) SRT (push)
2)Connectors: (1) BNC (female)
a)(1) HDMI type A (female)
b)(1) RJ-45
3)Aspect ratios: 3:2, 4:3, 16:9, 16:10, and custom aspect ratios
4)Standard resolutions: PAL, PAL wide, NTSC, NTSC wide
5)Input resolution range: 640×480 to 4K
6)Frame rate:Up to 60 fps
7)Video input color spaces:HDMI: RGB 4:4:4, YCRCB 4:2:2,
YCRCB 4:4:4
8)SDI: RGB 4:4:4, YCRCB 4:2:2
9)Deinterlacing: Yes
10)Maximum cable length for SDI: 300 ft
11)Maximum cable length for USB 3.0:6 ft
Formatted: Outline numbered + Level: 4 + Numbering
Style: A, B, C, … + Aligned at: 0.5" + Tab after: 0.5" +
Indent at: 1"
Formatted: Indent: Left: 1.5", Outline numbered + Level: 5
+ Numbering Style: 1, 2, 3, … + Aligned at: 1" + Tab after:
1" + Indent at: 1.5"
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
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with next
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-20 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
b.Audio inputs
1)Analog audio inputs: (2) XLR pro line level (+4.0 dBu) up to 12.3
VRMS +24 dBu (balanced/unbalanced, mono or two L/R stereo
pairs)
a)(1) RCA consumer line level -10 dBV (L/R stereo pair)
b)Connectors: (2) XLR (female)
c)(2) RCA (female)
2)Digital audio inputs4: (1) SDI5
a)(1) HDMI6
b)(1) USB
c)(1) RTSP (from RTSP input over Ethernet)
3)(1) SRT (from SRT input over Ethernet)
4)Connectors: (1) SDI (female)
5)(1) HDMI (female)
6)(1) USB (female)
7)(1) RJ-45 (female)
8)Audio gain control:0 dB to +30 dB
9)Audio mute: Yes
10)Configurable audio delay:-300 ms to +300 ms
c.Video processing
1)Video output color space:4:2:0, 8 bits per color
2)Video codec: H.264/AVC (ITU H.264, ISO/IEC 14496-10) 4:2:0, 8-
bit color
a)– Encoding profile: High, Main, Baseline
b)– Profile levels: 3.0, 3.1,3.2,4.0,4.1, 5.1
3)H.265/HEVC (ITU H.265, ISO/IEC 23008-2:2013) 4:20, 8-bit color
4)– Encoding profile: Main
5)– Profile levels: 5.1
6)Bitrate: 1 to 50 Mbps (selectable)
7)Bitrate control: Constant
8)Video scaling: Software and hardware
9)Key frames: 1/2 s, and 1 s up to 5 s in 1 second intervals
d.Audio processing
1)Compression: MP3, AAC, and PCM
2)Sampling rate: MP3: 22 kHz, 44 kHz, 48 kHz
3)AAC: 16 kHz, 22 kHz, 44 kHz, 48 kHz
4)PCM: 22 kHz, 44 kHz, 48 kHz
5)Bitrate: 64 to 320 kbps (MP3 and AAC)
e.Video output
1)Signal types: (1) HDMI 2.0 (port 1)
a)(1) HDMI 2.0a pass-through (port 2)
b)(1) H.264/AVC digital video over Ethernet
c)(1) RTSP
d)(1) SRT (push)
2)(1) HLS (push)
3)Connectors: (2) HDMI
4)(1) RJ-45 (female)
5)Encoded channels:One 4K channel at 30 fps with up to two 4K
video sources (HDMI and SDI)2, or one 1080p channel at 60 fps with
up to two 1080p video sources
6)Streaming protocols: MPEG-TS and FLV
a)RTSP over TCP/UDP
b)RTMP/RTMPS
c)SRT (push) over UDP
d)HLS (push) over HTTP/HTTPS
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
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with next
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
Formatted: Heading 7, No bullets or numbering, Don't keep
with next
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
Formatted: Heading 7, No bullets or numbering, Don't keep
with next
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
Formatted: Heading 7, No bullets or numbering, Don't keep
with next
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-21
e)HLS (pull) – Native Apple HTTP/HTTPS stream for iPad,
iPhone, and iPod Touch
7)Stream encryption and authentication: SRT: 128 bits, 192 bits, or
256 bits AES encryption (negotiated) and configurable passphrase
a)HLS (push): MD5, SHA-256, and SHA-512
b)MD5, SHA-256, and SHA-512
c)RTMPS: encryption plus CA certificate negotiation
8)Resolution ranges:Recorded: 480p to 4K
a)Streamed: H.264 and H.265: 480p to 4K
b)HDMI output port: 480p to 1080p
c)HDMI passthrough port: 480p to 4K
9)Frame rate:Up to 60 fps
10)Formats:H.264/AVC (ITU H.264, ISO/IEC 14496-10) 4:2:0, 8-
bit color
a)– Encoding profile: High, Main, Baseline
b)– Profile levels: 3.0, 3.1,3.2,4.0,4.1
f.Audio output
1)Analog audio output: (1) 3.5 mm stereo headphone jack
2)Digital audio outputs: RTSP and SRT audio over Ethernet
3)HLS audio over HTTP/HTTPS
4)HDMI audio (embedded)
g.Monitor and control
1)Front screen: 2.2 inch screen monitor (built in) resolution: 320×240
a)Control key interface: Front panel control keys and multi-
function keys
b)USB keyboard: Connect a standard USB keyboard
(optional)
2)USB status light:Connect a single USB status light (optional);
supported models:
a)– Kuando BusyLight UC Alpha and UC Omega
b)– Delcom Products USB HID single-color and multi-color
signal indicators
3)Recording and storage
a)Record formats: AVI, MOV, MP4, and MPEG-TS
b)Upload image formats: JPEG, PNG
4)SD card:Up to 512 GB7,8
a)File system for SD card: EXT4
5)Internal storage:SATA M.2 2280 SSD storage7 (M Key
connector)
6)File transfer protocols: FTP, SFTP, SCP, AWS S3 client, and
WebDAV client RSync
7)Network file share protocols: CIFS/SMB
8)File system for USB storage: FAT16, FAT32, XFS, EXT2, EXT3,
EXT4, NTFS
9)External USB ports: (1) USB 3.0 (UAC)
a)Bitrate: Up to 50 Mbps
h.Communication
1)USB standards: USB 1.1, USB 2.0, and USB 3.0
2)HDCP compliant
3)Serial port:(1) Bidirectional RS-232 (via a USB to serial
adapter)
a)Serial protocols: Data bits: 7 or 8 (default)
b)Stop bits: 1
c)Parity: None
d)Flow control: None, Hardware or Software
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Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
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with next
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
Formatted: Heading 7, No bullets or numbering, Don't keep
with next
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
Formatted: Heading 7, No bullets or numbering, Don't keep
with next
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-22 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
e)Serial port baud rate: 19200 bps
4)Ethernet host port:(1) RJ-45 (female)
a)Ethernet data rate:10/100/1000 Base-T, half/full duplex
with autodetect
b)Maximum Transmission Unit: 68 to 1500 MTU
(configurable)
c)Protocols:DHCP Option 81, TLS 1.2, LDAP, mDNS,
DDNS, SAP, RTP, MPEG-TS & RTP and MPEG-TS/UDP,
802.1x, EAPOL, EAP-TTLS, EAP-TLS, PEAP, HTTP,
HTTPS, NTP, PTP, FTP, SFTP, SCP
d)AWS S3
e)Network discovery/Announce: SAP
f)Network security
g)802.1x EAP methods: PEAP, EAP-TLS, EAP-TTLS
5)Administration and control
a)Admin panel: Local web UI for full administration. On-
screen display and mobile UI for confidence monitoring,
administration, and control.
b)Local Admin panel access using an external monitor and a
USB mouse or keyboard connected directly to Pearl Nano
plus front screen support.
6)Epiphan Cloud: Cloud-based platform to remotely manage and
control Pearl Nano devices. Start and stop recording/streaming,
monitor sources and alert dashboard, remotely log in to Admin panel
for rescue troubleshooting, update firmware, and more over the
Internet.
a)Secure access: Multiple user accounts and passwords.
b)HTTPS for secure Admin panel, as well as local network
access to the live channel broadcast.
c)Remote access: Remote login9 to the cloud version of the
Admin panel.
7)API: Yes (HTTP/HTTPS, RS-232)
i.Integrations
1)Content management systems: Kaltura
2)Panopto
3)YuJa
4)Opencast
5)Cloud access and management: Epiphan Edge
6)Control platforms:Crestron:
https://applicationmarket.crestron.com/epiphan
7)Q-SYS: https://www.qsys.com/alliances-partnerships/epiphan-video/
j.AC/DC power adapter
1)Model: SYS1588-3012
2)Input power rating:90 to 240 VAC, 1.5 ARMS, 47 to 63 Hz
3)Output power rating: 12 VDC, 2.5 A, 30 W
4)Active efficiency (average):87.7%
5)Efficiency (10% load): 86.5%
6)No load consumption: 0.1 W
7)Power adapter manufacturer: Sunny Computer Technology
Europe, s.r.o
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
Formatted: Heading 7, No bullets or numbering, Don't keep
with next
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
Formatted: Heading 7, No bullets or numbering, Don't keep
with next
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-23
k.Operating temperature: 32° to 104° F (0° to 40° C)
l.Cooling:Fan air flow: Left to right
m.Enclosure:Metal
n.Form factor: Portable desktop model, VESA mountable
o.Dimensions: 8.13″ x 5.91″ x 1.69″ (206 mm x 150 mm x 43 mm)
p.(W × D × H)
q.Weight: 2.0 lbs (.907 kg)
r.Power supply: External AC/DC power adapter: 90 to 240 VAC/12
VDC, 2.5 A, 47 to 63 Hz
s.PoE+ (802.3at)
t.Input power rating:External AC/DC power adapter: 12 VDC, 1.5
ARMS, 34 W
u.PoE+ (802.3at): 44 to 57 VDC, 25.5 to 30 W
Video Input: 1080i 25, 29.97, 30, 1080PsF 23.98, 24, 25*, 29.97*,
1080p 23.98, 24, 25, 29.97, 720p 23.98*, 25*, 29.97*, 50, 59.94, 60,
625i 25, 525i 29.97.
Codec Support: Apple ProRes 422, Apple ProRes 422 (HQ),Apple
ProRes 422 (LT), Apple ProRes 422 (Proxy), Avid DNxHD HQX
(220x), Avid DNxHD SQ (145), Avid DNxHD LD (36) only provides
support for the 1080p format.
Removable Storage: 2-slots w/ rollover recording.
Video Input Digital: SD/HD SDI, SMPTE-259/292/296, 10-bit, Single
Link 4:2:2 (2 x BNC, input selection in software), HDMI v1.3
Video Output Digital: SD/HD SDI, SMPTE-259/292/296, 10-bit,
Single Link 4:2:2 (1 x BNC), HDMI v1.3
Audio Input Digital: 8-Channel, 24-bit SMPTE-272/299 SDI
embedded audio, 48 kHz sample rate, synchronous; 8-Channel, 24-
bit HDMI embedded audio, 48 kHz sample rate, synchronous; 8-
Channel, 24-bit AES/EBU audio, 48 kHz sample rate, synchronous
or nonsynchronous, internal sample rate conversion (4 x BNC)
Audio Input Analog: 2-Channel, 24-bit A/D analog audio, 48 kHz
sample rate, balanced (2 x XLR); +24 dBu full scale digital; +/- 0.2
dB 20Hz to 20 kHz frequency response (Note: Line or Mic selection
via CONFIG menu parameters)
Audio Output Digital: 8-Channel, 24-bit SMPTE-272/299 SDI
embedded audio, 48 kHz sample rate, synchronous; 8-Channel, 24-
bit HDMI embedded audio, 48 kHz sample rate, synchronous; 8-
Channel, 24-bit AES/EBU audio, synchronous or nonsynchronous,
internal sample rate conversion (4 x BNC)
Audio Output Analog: 2-Channel, 24-bit D/A analog audio, 48 kHz
sample rate, balanced (2 x XLR); +24 dBu full scale digital (0dbFS);
+/- 0.2 dB 20 Hz to 20 kHz frequency response; Stereo unbalanced
headphone (1 x 3.5mm mini jack)
Timecode: SDI RP188/SMPTE 12M via SDI BNC; HDMI (when used
with compatible cameras); LTC Input (1 x BNC); LTC output (1 x
BNC) (Note: active during playback not during record or EE)
RS-422 Machine Control
1 RU
3.Manufacturer:
a.Aja Ki Pro RackEpiphan Pearl Nano 80GB SSD
A.Or equalRack-mounted Network-accessible Solid-State HD Video Recorder
3.Drawing Reference: NVR
3.Features/Functions/Performance:
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
Formatted: Indent: Left: 1.5", Outline numbered + Level: 5
+ Numbering Style: 1, 2, 3, … + Aligned at: 1" + Tab after:
1" + Indent at: 1.5"
Formatted: Indent: Left: 2", Outline numbered + Level: 6 +
Numbering Style: a, b, c, … + Aligned at: 1.5" + Tab after:
1.5" + Indent at: 2"
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-24 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
g.Video Input: 1080i 25, 29.97, 30, 1080PsF 23.98, 24, 25*, 29.97*, 1080p
23.98, 24, 25, 29.97, 720p 23.98*, 25*, 29.97*, 50, 59.94, 60, 625i 25, 525i
29.97.
h.Codec Support: Apple ProRes 422, Apple ProRes 422 (HQ),Apple ProRes
422 (LT), Apple ProRes 422 (Proxy), Avid DNxHD HQX (220x), Avid DNxHD
SQ (145), Avid DNxHD LD (36) only provides support for the 1080p format.
i.Removable Storage: 2-slots w/ rollover recording.
j.Video Input Digital: SD/HD SDI, SMPTE-259/292/296, 10-bit, Single Link
4:2:2 (2 x BNC, input selection in software), HDMI v1.3
k.Video Output Digital: SD/HD SDI, SMPTE-259/292/296, 10-bit, Single Link
4:2:2 (1 x BNC), HDMI v1.3
l.Audio Input Digital: 8-Channel, 24-bit SMPTE-272/299 SDI embedded audio,
48 kHz sample rate, synchronous; 8-Channel, 24-bit HDMI embedded audio,
48 kHz sample rate, synchronous; 8-Channel, 24-bit AES/EBU audio, 48 kHz
sample rate, synchronous or nonsynchronous, internal sample rate
conversion (4 x BNC)
m.Audio Input Analog: 2-Channel, 24-bit A/D analog audio, 48 kHz sample rate,
balanced (2 x XLR); +24 dBu full scale digital; +/- 0.2 dB 20Hz to 20 kHz
frequency response (Note: Line or Mic selection via CONFIG menu
parameters)
n.Audio Output Digital: 8-Channel, 24-bit SMPTE-272/299 SDI embedded
audio, 48 kHz sample rate, synchronous; 8-Channel, 24-bit HDMI embedded
audio, 48 kHz sample rate, synchronous; 8-Channel, 24-bit AES/EBU audio,
synchronous or nonsynchronous, internal sample rate conversion (4 x BNC)
o.Audio Output Analog: 2-Channel, 24-bit D/A analog audio, 48 kHz sample
rate, balanced (2 x XLR); +24 dBu full scale digital (0dbFS); +/- 0.2 dB 20 Hz
to 20 kHz frequency response; Stereo unbalanced headphone (1 x 3.5mm
mini jack)
p.Timecode: SDI RP188/SMPTE 12M via SDI BNC; HDMI (when used with
compatible cameras); LTC Input (1 x BNC); LTC output (1 x BNC) (Note:
active during playback not during record or EE)
q.RS-422 Machine Control
r.1 RU
3.Manufacturer:
t.Aja Ki Pro Rack
u.b.Or equal.
B.C.SD/SSD Record/Playback Device
1.Drawing Reference: HYPERDECK
2.Features/Functions:
a.SDI Video Inputs: 1
b.SDI Video Outputs: 2
c.SDI Monitor Outputs: 1
d.SDI Rates: 270Mb, 1.5G, 3G, 6G
e.HDMI 2.0 Video Inputs: 1
f.HDMI 2.0 Video Outputs: 1
g.Built in Speaker: Mono
h.Audio Output: 1 x 6.35 mm headphone jack
i.Screen: 2.2 inch LCD
j.Reference Connections
1)1 x BNC In, 1 x BNC Out
2)Tri-Sync or Black Burst
k.SDI Audio Inputs: 16 channels embedded audio
l.SDI Audio Outputs: 16 channels embedded audio
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-25
m.HDMI Audio Inputs: 8 channels embedded audio
n.HDMI Audio Outputs: 8 channels embedded audio
o.Remote Control: 1 x RS-422 In, 1 x RS-422 Out
p.Recorder Configuration: Via user interface or Blackmagic HyperDeck
Ethernet Protocol
q.Ethernet: 1Gb/s
r.Computer Interface: 1 x USB Type-C 3.0 (up to 5Gb/s) for external drive
recording, webcam out, software configuration and updates
s.Standards
1)SD Video Standards: 525i59.94 NTSC, 625i50 PAL
2)HD Video Standards
a)720p50, 720p59.94, 720p60, 1080i50, 1080i59.94, 1080i60,
1080p23.98, 1080p24, 1080p25, 1080p29.97, 1080p30,
1080p50, 1080p59.94, 1080p60, 1080PsF23.98,
1080PsF24, 1080PsF25, 1080PsF29.97, 1080PsF30
b)2K DCI Video Standards: 2Kp23.98 DCI, 2Kp24 DCI, 2Kp25
DCI, 2Kp29.97 DCI, 2Kp30 DCI
3)Ultra HD Video Standards: 2160p23.98, 2160p24, 2160p25,
2160p29.97, 2160p30
4)4K DCI Video Standards: 4Kp23.98 DCI, 4Kp24 DCI, 4Kp25 DCI,
4Kp29.97 DCI, 4Kp30 DCI
5)SDI Compliance: SMPTE 259M, SMPTE 292M, SMPTE 296M,
SMPTE 372M, SMPTE 424M, SMPTE 425M level A and B, SMPTE
2081-1, SMPTE 2081-10, SMPTE 2084 and SMPTE 2108-1
6)SDI Metadata Support: HD RP188 and closed captioning CEA-708.
HDR Metadata supported on SDI.
7)Supported HDMI Formats:
a)525i59.94 NTSC, 625i50 PAL, 720p50, 720p59.94, 720p60,
1080i50, 1080i59.94, 1080i60, 1080p23.98, 1080p24,
1080p25, 1080p29.97, 1080p30, 1080p50, 1080p59.94,
1080p60, 2Kp23.98 DCI, 2Kp24 DCI, 2Kp25 DCI, 2Kp29.97
DCI, 2Kp30 DCI, 2160p23.98, 2160p24, 2160p25,
2160p29.97, 2160p30, 4Kp23.98 DCI, 4Kp24 DCI, 4Kp25
DCI, 4Kp29.97 DCI, 4Kp30 DCI
8)Audio Sampling: Television standard 24-bit, 48 kHz sample rate.
9)Video Sampling: 4:2:2 YUV
10)Color Precision: 10-bit
11)Color Space: REC 601, REC 709, REC 2020. 33 point 3D LUTS can
be applied to SDI monitor out.
12)HDR Support: Hybrid Log-Gamma, ST2084 300, ST2084 500,
ST2084 800, ST2084 1000, ST2084 2000, ST2084 4000, ST2084
13)Multi Rate Support: Auto detection of SD, HD and 6G-SDI
14)Copy Protection: HDMI input is unable to capture from copy
protected HDMI sources. Always confirm copyright ownership before
capture or distribution of content.
t.Media
1)2 x 2.5 inch disc slots
2)2 x SD card slots
3)1 x USB-C 3.0 expansion port for external recording of SD, HD, 2K
DCI, Ultra HD and 4K DCI
u.Media Type
1)SATA-II or SATA-III 2.5 inch solid state media
2)UHS-I and UHS-II SD cards
v.Media Format: Can format media to ExFAT (Windows/Mac) or HFS+ (Mac)
file systems
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-26 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
w.Supported CodecsProRes HQ QuickTime, ProRes 422 QuickTime, ProRes
LT QuickTime, ProRes Proxy QuickTime for all formats up to 2160p30.
Playback only of ProRes 4444 QuickTime up to 1080p60 with auto routing of
fill and key over SDI A and B outputs. DNxHD 220x, DNxHD 220x MXF,
DNxHD 145, DNxHD 145 MXF, DNxHD 45, DNxHD 45 MXF for 720p and
1080p HD formats up to 60fps. DNxHR HQX, DNxHR HQX MXF, DNxHR
SQ, DNxHR SQ MXF, DNxHR LB, DNxHR LB MXF for 2K DCI and 2160p
formats up to 30fps. H.264 SDI 4:2:2 10-bit, H.264 High 4:2:0 8-bit, H.264
Medium 4:2:0 8-bit, H.264 Low 4:2:0 8-bit for all formats up to 1080p60.
x.Control
1)Built in Control Panel: 16 buttons for transport and device control
with search dial featuring electronic clutch and 2.2 inch color display.
2)External Control: RS-422 deck control, SDI start/stop, timecode run.
Includes Blackmagic HyperDeck Ethernet Protocol. Supports remote
FTP file upload.
y.Software
1)Software Included
a)Blackmagic OS
b)Blackmagic HyperDeck Setup
2)Internal Software Upgrade: Loaded at system start, or via
Blackmagic HyperDeck Setup using USB port.
z.Operating Systems
1)Mac 10.15 Catalina
2)Mac 11.1 Big Sur or later
3)Windows 10, 64-bit
aa.Displays
1)Built in 2.2 inch LCD for video, audio and timecode monitoring and
menu settings.
2)LED bezel indicator lights around SSD media slots and LED indicator
lights above the SD media slots.
bb.Power Requirements
1)Power Supply
a)1 x Internal 100 - 240V AC 50/60Hz.
b)1 x 4 pin XLR 12V DC In for external power supply or battery
use
2)Power Usage: 100 W max.
cc.Physical Installation1 rack unit height
1)Physical Specifications
a)Dimensions (H x W x D): 1.74 x 19 x 9.3 inches
b)Weight: 4.65 lbs
dd.Environmental Specifications
1)Operating Temperature: 0° to 40° C (32°to 104° F)
ee.Storage Temperature: -20° to 60° C (-4° to 140° F)
ff.Relative Humidity: 0% to 90% non-condensing
3.Manufacturer:
a.Black Magic Designs HyperDeck Studio HD Pro
b.Newtek
c.Or equal
C.D.Camera Controller, NDI
1.Drawing Reference: CAMCTL
2.Features/Functions:
a.Compatible with submitted NDI PTZ cameras
3.Manufacturer:
City of Santa Ana Public Library Renovation
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Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-27
a.PTZOptics Superjoy Camera Controller
b.Or equal
D.E.Digital Media Presentation System
1.Drawing Reference: AVSW
2.Functions/Features:
a.High-Definition multimedia system switcher, mic mixer, audio DSP, amplifier,
and control system
b.Provides connectivity as shown on drawings.
c.Matrix signal routing for up to 7 simultaneous sources and 4 outputs
d.Compatible with HDMI, DVI, DisplayPort Multimode, and SPDIF digital
sources
e.Compatible with RGB, composite, S-Video, component, and stereo audio
analog sources
f.Features auto-detecting, auto-switching inputs for all types of video and
audio sources
g.Includes built-in 6-channel gated microphone mixing w/DSP
h.Audio signal mixing and routing to 7 separate outputs
i.Audio-follow-video or breakaway switching for all inputs
j.Enables HDMI audio signal extraction and embedding
k.Provides 3 stereo analog outputs with independent DSP per output
l.Features built-in 40 Watt amplifier, selectable for 8 Ohm stereo or 70/100
Volt mono operation
m.Multi-channel audio signals can be routed to the HDMI and specified receiver
outputs
n.Transmits audio, video and control signaling to specified receiver over a
single UTP6-4P cable.
o.Provides remote power to specified control and transmit devices
p.Manages HDCP keys for reliable, low-latency switching
q.Performs automatic AV signal format management via EDID
r.Scaler options provide discrete image optimization for each display device
s.Integrated Ethernet switch provides a single-point LAN connection
t.Control system provides fully-programmable device control
u.Compatible with specified control devices.
v.Ability to provide remote control operations via Apple iPad
w.Internal universal power supply
x.3-space, 19-inch rack-mountable
3.Manufacturer
a.Crestron DMPS3-4K-350-C
b.Extron
c.Or equal.
E.F.Multimedia Receiver w/ Scaler
5.Drawing Reference: DMRX
6.Features/Functions
a.4K60 4:4:4 HDR HDMI, HDR and HDCP2.2 compliant
b.Deep Color
c.3D
d.DVI
e.Serial RS232 Communications
f.Infrared Control
g.VESA stream compression
h.HDCP 2.2
i.CEC
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-28 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
j.EDID format management
k.Enclosure
1)Metal, black finish, vented sides and front
2)8” x 8” x 2”
l.Built-in video scaler: HD video scaler, motion-adaptive deinterlacer,
interlacer, intelligent frame rate conversion, Deep Color support, 3D to 2D
conversion, content-adaptive noise reduction
7.Manufacturers
a.Crestron DM-RMC-4KZ-100-C
b.Extron
c.Or equal
C. HDMI Routing Switcher, with Signal Transport and Up-Conversion
1.Drawing References: AVSW8x8, AVSW16x16, AVSW32x32
a.At AVSW Switchers the designation IxO, where I is 8, 16 or 32 and O is 8,
16, 32, the values of I and O indicate the minimum number of input and
output ports to be provided respectively.
2.General
a.Provide and install as indicated on the drawing an HD Content Point-to-Point
Transport System.
b.The HD Digital Transport and Distribution System shall include providing and
integrating the following principal systems:
1)Audio/Video switching.
2)Audio/Video distribution at native resolution without compression.
3)Video interface equipment.
4)Audio interface equipment.
5)HDMI signal transport.
6)HDMI 1.3 support.
7)Deep Color support.
8)Resolution management.
9)HDCP key handling/management.
10)EDID management.
11)Fast HDMI switching with keep alive HDCP link.
12)Multi-Channel Surround Sound Audio.
13)Digital diagnostic tools
c.Audio & Video Switching
1)The AV switching system shall support at least 6.75Gbps of data
transfer on each input and output to support 1080p 36-bit (Deep)
Color video resolutions without compression.
2)The AV switching system shall support 8 channel audio.
3)The AV switching system shall support audio breakaway from video.
4)The AV switching system shall have less than 5us of latency from AV
input to AV output.
5)The AV switching system shall support the HDMI specification of less
than 1 in 1x10-9 bit errors at 1080p 36-bit (Deep) Color.
6)The AV switching system shall downmix multi-channel audio into 2-
channel audio so that the same audio content may be routed to both
multi-channel and 2-channel sinks.
7)The AV switching system shall be able to dither between standard
and deep color video signals on each input and output.
8)The AV switching system shall support the following AV signal
inputs:
a)HDMI 1.3a (High Definition MultiMedia Interface)
b)DVI 1.1 (Digital Visual Interface)
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-29
c)DisplayPort Multimode 1.1
d)Analog RGB
e)YPbPr
f)S-Video
g)CVBS
h)SPDIF
i)Analog Stereo Audio
9)The AV switching system shall transcode the AV signals to a single
signal type for distribution.
d.Audio Video Distribution
1)The AV distribution system shall use multimode fiber or shielded
twisted pair for AV signal distribution.
2)The AV distribution system shall route AV signals from any input to
any output with less than 1ms of latency.
3)The twisted pair structured cabling used to carry the AV signals shall
be shielded.
4)The twisted pair structured cabling used to carry the AV signals shall
be specified to 1.2GHz of bandwidth or greater.
5)The AV distribution system shall not require extra cabling to transmit
the following control signals for AV sources and sinks:
a)RS-232
b)Infrared
c)Ethernet
d)USB Human Interface Device-class devices
e)Contact closure
e.EDID Management
1)The AV switching system shall allow configuration of the EDID
presented to sources on each AV input.
2)Each input on the AV switching system shall be configured
independently.
3)The AV switching system shall by default present an EDID to each
input that includes only the video timings and audio formats common
all sinks connected to the outputs.
4)The AV switching system shall allow the user to enter each input’s
EDID video timings individually.
5)The AV switching system shall allow the user to enable and disable
support for the following items in each input’s EDID.
a)Deep color
b)3D support
f.HDCP Management
1)The AV switching system shall support HDCP 1.1 or greater.
2)The AV switching system shall detect the number of KSVs supported
by each source. A KSV is commonly called an HDCP ‘key’. A unique
ID for each HDMI sink that must be sent to HDCP-enabled sources
in order for the sinks to receive content.
3)The AV switching system shall not send a source more KSVs than it
supports.
4)The AV switching system shall cache the KSVs from each connected
sink.
5)The AV switching system shall authenticate all cached KSVs with
each source up to the source’s KSV limit, so that authentication does
not need to be re-started each time content is routed to a new
output.
g.Signal Detection
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-30 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
1)The AV switching system shall report the following incoming signal
information to an AV control system:
a)Signal detect
b)Horizontal and vertical resolution
c)Signal refresh rate
d)Presence of HDCP
2)The AV switching system shall report the following information to an
AV control system:
a)HDCP authentication status for each source and sink
b)EDID Preferred video timing for each sink
c)Maximum number of KSVs supported by each source
h.Troubleshooting
1)The AV switching system shall report the following information for
troubleshooting:
a)Maximum number of KSVs supported by each source
b)The number of KSVs sent to each source
c)EDID indicated Video timings and audio formats supported
for each sink
d)EDID presented to each source
2)The AV switching system shall support off-site remote
troubleshooting via Ethernet
i.HD Digital Transport and Distribution System
1)The HD Digital Transport and Distribution System operate as part of
a larger matrix switching system.
2)HD Source/Sink Controller
a)The HD Source/Sink Controller shall provide control of
connected devices (i.e. Blu-Ray Players, LCD Monitors,
Projectors, etc.) when used in conjunction with an AV
Network Control System. It shall support IR and RS-
232/422/485 protocols, closed-contact input, low-voltage
relay, and HDMI CEC (Consumer Electronics Control). No
additional cabling (above the required cabling for the HD
Digital Transport and Distribution System) shall be required.
3)The HD Content Transport System shall be an advanced signal
extender system incorporating the following features:
a)HD Content Transmitter.
b)HD Content Receiver.
c)UTP/STP or Fiber Optic cabling.
d)HDCP 1.1 support.
e)Fast HDMI switching.
f)CEC support.
g)Uncompressed video and audio transport.
h)HDMI 1.3 with Deep Color.
i)7.1 channel HD lossless audio.
j)Video resolutions up to 1920x1200 or 1080p/60.
k)Advanced video detection on every video type, including
resolution, frame rate and color depth.
l)IR and RS-232 control over local device(s) (when used with
a control system by same manufacturer).
m)Ethernet support.
n)Signal transmission up to 450 feet via UTP/STP cable.
o)Signal transmission up to 3000 feet via fiber.
j.Transmitters
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-31
1)The HDMI Transmitters shall be able to extend HDMI (including
audio) . Where two or more signal inputs are available, the
transmitter shall include integrated switcher with signal sensing. The
switcher shall switch to the last detected input (when not used with a
control system by the same manufacturer). The HDMI transmitter
types shall be as follows:
2)Transmitter Type WPI
a)The WPI signal transmitters shall extend HDMI video, audio,
and data over a single UTP/STP cable to compatible
transmission receiver modules or ports. The following
source formats shall be supported:
(1)HDMI
(2)DVI-I
(3)RGBHV
(4)VGA
(5)YPbPr
(6)Y/C
(7)Composite
(8)Analog 2-channel audio
(9)USB HID (Human Interface Device)
b)Performance. The transmitter shall meet the following
minimum requirements:
(1)One (1) HDMI video, audio, and control input:
(2)Supports HDMI.
(3)Supports HDCP.
(4)Supports Dolby Digital, Dolby Digital EX, DTS, DTS-
ES, DTS 96/24, up to 8 channel PCM.
(5)Supports DVI-D with adaptor.
(6)Supports DisplayPort Multimode.
(7)CEC device control.
(8)One (1) DB15 input:
(9)Component (YPbPr)
(10) RGB
(11) S-Video (Y/C)
(12) Composite Video
(13) One (1) analog stereo audio input:
(14) (1) 3.5mm TRS (L/R unbalanced)
(15) One (1) USB HID port.
(16) Supports USB HID class devices
c)Single UTP/STP cable transmission connection
(1)Supports HDBaseT signal specifications.
(2)Supports remote power injection through matrix
switcher.
(3)Supports CAT5e.
d)Signal transmission up to 330 feet.
e)Power supply modes:
(1)Remote power supplied by matrix switcher through
UTP/STP transmission cable.
(2)Local or remote DC power source.
f)Mounting:
(1)2-gang wall box mount.
(2)2-gang floor box mount.
3)Transmitter/Receiver Type WPIS
a)HDMI transmission, as for WPI
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SECTION 27 4116-32 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
b)RS-232 transmission through use of matched transmitter
receiver pairs.
c)Signal transmission up to 330 feet.
d)Mounting:
(1)1-gang box mount.
4)Transmitter Type WPIH
a)HDMI transmission, as for WPI
b)Signal transmission up to 330 feet.
c)Mounting:
(1)1-gang box mount.
k.Receivers, Fiber
1)The receiver shall accept the HD signal via multimode fiber and
convert it to one (1) HDMI output. When used with a supported
control system, the receiver shall provide local control to device(s).
In addition, when used with the Matrix switcher, the receiver shall
provide Ethernet connectivity to any compatible devices.
2)The receiver shall meet the following minimum requirements:
a)HDMI 1.3 digital video/audio output.
b)One (1) 19-pin Type A HDMI female connector.
c)One (1) USB 1.1 port for USB HID data.
d)Mouse, keyboard, game controller, or other USB HID device
support.
e)USB Type A female connector.
f)Two (2) relays.
(1)4-pin 3.5mm detachable terminal block comprising
(2) normally open, isolated relays.
(2)Rated 1 Amp, 30 Volts AC/DC.
(3)MOV arc suppression across contacts.
g)One (1) bidirectional RS-232 port.
(1)One (1) 5-pin 3.5mm detachable terminal block.
(2)GND, TX, RX, CTS, RTS support.
(3)Up to 115.2k baud, hardware and software
handshaking support.
h)Two (2) IR/Serial ports.
(1)One (1) 4-pin 3.5mm detachable terminal block.
(2)IR output up to 1.1 MHz.
i)1-way serial TTL/RS-232 (0-5 Volts) up to 19200 baud.
j)One (1) Digital/contact closure sensing input.
(1)One (1) 2-pin 3.5mm detachable terminal block
(2)Rated for 0-24 Volts DC, referenced to GND;
(3)Input Impedance: 2.2k ohms pulled up to 5 Volts
DC;
(4)Logic Threshold: 2.5 Volts DC nominal with 1 Volt
hysteresis band.
k)One (1) 10/100 LAN port.
l)One (1) Fiber input.
m)Two (2) multi-mode fiber inputs.
n)Two (2) SC multimode fiber connectors.
o)One (1) power input.
p)(1) 2-pin 3.5mm detachable terminal block.
q)Shall support transmission distances of up to 1000ft.
r)Flush mountable to a 2-gang, 4" square, or Euro electrical
box.
3)Receivers, Copper with Scaler
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a)The signal receiver shall receive long distance transmission
from compatible transmitter modules or ports. Receiver shall
include the following outputs types and connections:
(1)HDMI
(2)USB HID (Human Interface Device)
b)Receiver shall include the following control port types for
remote device control.
(1)Serial RS-232 communication.
(2)Infrared (IR) control.
c)Performance
(1)The receiver shall meet the following minimum
requirements:
(2)HDMI digital video, audio, and control output:
(3)One (1) 19-pin Type A HDMI female connector
(4)Supports HDMI with Deep Color and 3D.
(5)Supports DVI-D with adaptor.
(6)Supports HDCP.
(7)HDMI audio Support:
(8)Dolby Digital, Dolby Digital EX, Dolby TrueHD, DTS,
DTS-ES, DTS 96/24, DTS-HD Master Audio, and up
to 8 channel PCM.
(9)CEC device control.
d)Integrated HD video scaling:
(1)Deinterlacing and interlacing.
(2)Frame rate conversion.
(3)Deep Color support.
(4)3D to 2D conversion.
(5)Content adaptive noise reduction.
(6)Wide screen format selection:
(7)Zoom.
(8)Stretch.
(9)Maintain source aspect ratio.
(10) 1:1.
e)One (1) bidirectional RS-232 port:
(1)One (1) 5-pin 3.5mm detachable terminal block.
(2)GND, TX, RX, CTS, RTS support.
(3)Up to 115.2k baud, hardware and software
handshaking support.
f)Two (2) IR/Serial ports:
(1)One (1) 4-pin 3.5mm detachable terminal block.
(2)IR output up to 1.1 MHz.
(3)1-way serial TTL/RS-232 (0-5 Volts) up to 19200
baud.
g)One (1) USB HID port.
(1)USB type A female.
h)One (1) 10/100 LAN port.
(1)Single UTP/STP cable transmission connection
(2)Supports HDBaseT signal specifications.
(3)Supports CAT5e
(4)Signal transmission up to 330 feet
i)Power supply:
(1)Local or remote DC power source.
(2)Mounts on a US 2-gang electrical box
l.HD Content Matrix Switcher
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SECTION 27 4116-34 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
1)The HDMI Matrix shall consist of a card-cage type unit, capable of
accepting different input and output cards.
Any input shall be routable to any output. Matrix shall provide almost
instantaneous HDMI switching for sources with HDCP. Breakaway
audio, video, and USB switching shall also be available.
2)The HDMI Matrix shall be compatible with the HD Content Point-to-
Point Transport System.
3)The matrix shall meet the following minimum requirements:
a)Ethernet support.
(1)Gigabit uplink.
(2)Integrated 10/100 managed Ethernet switch.
b)Eight, Sixteen or 32 field configurable input card slots
corresponding to indicated input configuration
c)Two, Four or Eight output card slots, where output card
accommodates 4 signal outputs to provide eight, 16 or 32
outputs where indicated by inidcated output configuration.
d)Software based setup tool.
e)Front panel LCD diagnostic screen.
f)HDCP key register detection.
g)HDMI Cable test tool.
h)Automatic resolution management via EDID.
i)HDCP digital rights key management.
j)Fast HDMI switching with keep-alive HDCP link.
k)CEC signal management.
l)Intercept CEC data being sent from HDMI devices.
m)Forwards AV control network information.
4)Input Cards
a)Input cards shall accept various signal types. Input signals
shall be converted to HDMI format.
b)HDMI Input Cards
(1)The HDMI input cards shall be compatible with the
HDMI Matrix. Input cards shall provide HDMI
(connector) buffered output of input signal. Input
cards shall be field upgradeable/installable.
(2)The HDMI input card shall accept an HDMI signal.
This signal shall be available as an output on the
matrix.
(3)The HDMI input card shall meet the following
minimum requirements:
(4)One (1) HDMI input.
(5)19-pin type A female HDMI connector.
(6)Supports HDCP 1.1.
(7)Supports HDMI 1.3 with Deep Color.
(8)One (1) HDMI output.
(9)Buffered output from input.
(10) 19-pin type A female HDMI connector.
(11) Supports HDCP 1.1.
(12) Supports HDMI 1.3 with Deep Color.
(13) One (1) USB 1.1 port for USB HID data.
(14) Mouse, keyboard, game controller, or other USB
HID device support.
(15) USB Type A female connector.
(16) Digital to analog converter.
(17) 24-bit, 48 KHz
(18) One (1) stereo analog audio output.
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-35
(19) Two (2) RCA female connectors.
(20) Unbalanced line-level output.
(21) Provides pass-through signal converted from HDMI
input.
(22) Maximum Output Level: 2 Vrms.
(23) Output Impedance: 100 ohms nominal.
(24) Analog shall meet or exceed:
(25) Frequency response: 20Hz to 20kHZ ±0.5dB.
(26) S/N Ratio: >95dB, 20Hz to 20kHz A-weighted;
(27) THD+N: <0.005% @ 1kHz;
(28) Stereo Separation: >90dB
c)DVI Input Card
(1)The Video Input Card shall accept a DVI video
signal, injected audio and convert to HDMI signal.
This signal shall be available as an output on the
matrix.
(2)The HDMI input card shall meet the following
minimum requirements:
(3)One (1) DVI input.
(4)One (1) DVI-I female connector.
(5)Auto-sensing multi-format analog video input.
(6)Support for the following video types:
(7)DVI
(8)YPbPr (component).
(9)Y/C (S-Video).
(10) RGB
(11) Support for the following video formats:
(12) NTSC
(13) PAL
(14) Support for the following video resolutions:
(15) 480i
(16) 480p
(17) 576i
(18) 576p
(19) 720p
(20) 1080i
(21) 1080p
(22) Video analog to digital converter.
(23) 10-bit, 170MHz.
(24) One (1) HDMI output.
(25) Buffered output from input.
(26) 19-pin type A female HDMI connector.
(27) Pass through of video input signal (matched
format/resolution).
(28) Pass through of audio input signal.
(29) One (1) analog audio input.
(30) One (1) 5 pin 3.5mm terminal block- detachable.
(31) Pass through to HDMI output.
d)UTP/STP Input Card
(1)The UTP/STP Input Card shall accept UTP/STP
signal and convert to HDMI signal and separate
audio output. This signal shall be available as an
output on the matrix.
(2)The UTP/STP input card shall meet the following
minimum requirements:
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(3)One (1) UTP/STP input.
(4)Two (2) 8 pin RJ45 UTP/STP connectors, female.
(5)Support for the following video resolutions:
(6)480i
(7)480p
(8)576i
(9)576p
(10) 720p
(11) 1080i
(12) 1080p
(13) Video analog to digital converter.
(14) 10-bit, 170MHz.
(15) One (1) HDMI output.
(16) Buffered output from input.
(17) 19-pin type A female HDMI connector.
(18) Pass through of video input signal (matched
format/resolution).
(19) Support for various audio/surround formats:
(20) Bypass.
(21) Stereo.
(22) PCM 96/24.
(23) MLP Lossless.
(24) Dolby Pro Logic IIx.
(25) Dolby Digital 5.1.
(26) Dolby Digital EX.
(27) Dolby TrueHD.
(28) DTS Neo:6.
(29) DTS Virtual.
(30) DTS Digital 5.1 Discrete.
(31) DTS ES 6.1 Discrete.
(32) DTS ES 6.1 Matix.
(33) DTS 96/24.
(34) DTS-HD Master Audio.
(35) Pass through of audio input signal.
(36) One (1) analog audio ouput.
(37) Two (2) RCA female connectors.
(38) Pass through to HDMI output.
(39) Digital to analog conversion: 24 bit 48 kHz
5)Output Cards
a)The HDMI output cards shall be compatible with the HDMI
Matrix. Output cards shall transmit any input signal. Output
cards shall have various arrangements of connector types.
Output cards shall have up to four (4) outputs per card.
Output card types shall be as follows:
b)UTP/STP Output Card
(1)The UTP/STP Output Card shall provide
transmission of any HDMI signal inputted to the
matrix.
(2)The Output Card shall provide four (4) discrete
outputs.
(3)The Output Card shall interface with unshielded
twisted-pair or shielded twisted pair cable.
c)HDMI Output Card
(1)The HDMI Output Card shall provide transmission of
any HDMI signal inputted to the matrix.
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-37
(2)The Output Card shall provide four (4) discrete
outputs.
(3)The Output Card shall interface with 19-pin Type A
HDMI female connectors.
m.Minimum Environmental Operating Conditions
1)Temperature: 32° to 104°F (0° to 40°C)
2)Humidity: 10% to 90% RH (non-condensing)
3)Heat Dissipation: 1500 BTU/Hr
n.Enclosure
1)Chassis: Metal with black finish, vented sides, fan-cooled
2)Faceplate: Extruded aluminum, black finish with polycarbonate label
overlay
3)Mounting: 7U 19-inch rack-mountable rack ears included)
o.Dimensions
1)Height: 12.22 in (311 mm) without feet
2)Width: 17.28 in (439 mm), 19.00 in (483 mm) with ears
3)Depth: 18.13 in (461 mm) without cards
3.Manufacturers:
a.Crestron
1)AVSW16x16: DM-MD16X16 DigitalMedia Switcher with input cards
as required, including DMC-F-DSP, DMC-HD-DSP, DMC-DVI, DMC-
CAT, and 8G output cards in quantities as required to provide the
indicated functionality.
2)HCMPO: DM-RMC-SCALER-C.
3)HCMPOA: DM-RMC-200-C
4)HCMPOF: DMC-150-S
5)HCAT RPTR: DM DR
6)WPI: DM-TX-200-C-2G Wall Plate DigitalMedia CAT Transmitter in
quantities as required to provide the indicated functionality.
7)WPIS: HD-TX3-C and HD-RX3-C. Provide in pairs.
8)WPIH: DM-TX-1G
9)Provide MP-WP185 Media Presentation Wall Plate at floor box and
similar locations where cable needs to be connectorized.
10)Adapter Cabling as required.
b.Extron
c.AMX/Autopatch
d.Or equal
2.8 SOURCE DEVICES
A.Radio Frequency Receiver/Wireless Microphone System:
1.Drawing Reference(s):
a.WMRX
b.WMIC LAV - Wireless Mic, Lavalier
c.Wireless microphone symbol.
2.Provide quantity of complete systems to match quantity of WMIC LAV microphone
symbols shown.
a.Coordinate operating frequency with other UHF local sources, including but
not limited to current television operating frequencies and DTV frequency
allocations and/or local public safety operating frequencies to eliminate any
interference from outside RF sources.
b.Provide Receiver unit configured for diversity reception.
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SECTION 27 4116-38 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
c.Allows the expansion of wireless microphone systems by splitting one pair of
antennas to multiple receivers. It also amplifies RF signals to compensate for
insertion loss that results from splitting signal power to multiple outputs. A
single system can support up to four wireless receivers.
3.Function/Features/Performance:
a.WMRX/WMIC LAV
1)Operating Range Under Typical Conditions: 100m (300 ft.) Note:
actual range depends on RF signal absorption, reflection, and
interference.
2)Audio Frequency Response (+/– 2 dB): Minimum: 45 Hz; Maximum:
15 kHz
3)Total Harmonic Distortion (ref. +/– 38 kHz deviation, 1 kHz tone):
0.5%, typical
4)Dynamic Range: >100 dB A-weighted
5)Operating Temperature Range: –18°C (0°F) to +57°C (+135°F)
Note: battery characteristics may limit this range
6)Transmitter Audio Polarity: Positive pressure on microphone
diaphragm (or positive voltage applied to tip of WA302 phone plug)
produces positive voltage on pin 2 (with respect to pin 3 of low
impedance output) and the tip of the high impedance 1/4-inch output.
4.Manufacturer, WMIC LAV System:
a.Shure QLXD24/SM58 Digital Wireless Handheld System w/ SM58 Cartridge,
Shure QLXD14 Bodypack System, and Shure WCE6T Omnidirectional
Condenser Rigid Earset Microphone, tan.
b.Or equal.
B.High Definition A/V Transmitter
1.Drawing Reference: DMTX
2.Functions/Features:
a.Provides HDMI, RGBHV and mini stereo audio inputs
b.Provides USB extension
c.Provides LAN connectivity
d.Transmits audio, video and control signaling to specified receiver over a
single UTP6-4P cable.
e.HDCP compatible.
f.Can be remotely powered by specified control system.
g.Mounts to underside of table.
h.Nominal dimensions: 6.5” x 7” x 1.5”
3.Manufacturer
a.Crestron DM-TX-201-C
b.Or equal.
C.HDMI and RGBHV w/ Stereo Audio Input Plate
1.Drawing Reference: MP1
2.Features/Functions
a.Inputs
1)HDMI
2)RGBHV
3)Stereo Audio
4)USB
b.2x1 combination digital/analog switch
c.Supports resolutions up to 2048x1080 @ 24Hz
d.Analog-To-Digital Conversion 10-bit 165 MHz per each of 3 channels
e.Communications
1)Audio, video and control 330 feet over a single UTP Cat 6 cable.
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-39
2)HDCP management, EDID format management, CEC
f.USB Supports USB HID class devices
g.Compatible with specified switcher.
h.Remotely powered from switcher/headend equipment location.
i.2 gang.
3.Manufacturers
a.Crestron DM-TX-200-C-2G w/ required remote power accessories.
b.Extron
c.Or equal.
D.Media Interface, Distribution, and Control Port
1.Drawing Reference: MP2
2.Manufacturer:
a.Custom
E.Integrated Conferencing Soundbar Speaker/Microphone/Camera
1.Drawing Reference: HUB
2.Features:
a.Speakers
1)Woofers (2) 3 in. (76 mm) polypropylene cone w/rubber
surround
2)Passive Radiators (2) 3 x 4-3/8 in. (76 x 112 mm)
polypropylene cone w/rubber surround
3)Tweeters (2) 1 in. (25 mm) polyester dome
b.Amplifier Power 20 W RMS per channel, stereo
c.Frequency Response 80 Hz to 20 kHz (±3 dB)
d.Effective Output Level 91 dB SPL @ 1 m, both channels driven at full
power
e.Microphone
1)Linear quad-element far-field adaptive beamforming microphone
array
2)Pickup Range 15 ft. (4.6m)3
3)Pickup Angle 180° horizontal and 180° vertical
4)Frequency Response 20 Hz to 8 kHz
f.Audio
1)DSP Acoustic echo cancellation, dereverberation, automatic gain
control, dynamic noise suppression, adaptive beamforming, speaker
volume control, speaker EQ and limiting (fixed);
2)Full-duplex IEEE 1329 Type 1 compliant
3)NOTE: DSP affects USB audio in/out only unless noted otherwise
4)USB Audio In/Out USB 3.0, UAC 1.0 & HID, AEC-enabled
USB speakerphone, 2-channel stereo far-end/content signal input,
2-channel mono microphone signal output;
5)Plug & play compatible with the computer, or other USB Audio Class
host
6)Analog Input 2-Channel stereo, fixed level (bypasses DSP), for
in-room amplification of an external audio source
7)Analog Input Sensitivity 1 Vrms per channel for full rated output
8)Analog Output 2-Channel stereo, fixed level, feeds amplified audio
content to an assistive listening system
9)NOTE: Output level varies for USB input signal only according to the
speaker volume control setting; analog input signal passes through
without volume control or DSP.
g.Camera
1)Model Huddly IQ (mounted internally)
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SECTION 27 4116-40 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
2)Image Sensor 12 megapixel 1/2.3 CMOS sensor
3)Lens High precision, ultra wide angle, six element aspherical glass
lens
4)Field of View 150º diagonal, 120º horizontal, 90º vertical
5)Aperture f/2.8
6)Processor Neural Compute Engine based on Intel® Movidius™
Myriad™ X video processing unit
7)Pan/Tilt/Zoom 4x lossless digital zoom, pan, and tilt
8)Autozoom Genius Framing automatic lossless digital zoom
intelligently frames people in the room1
9)Dynamic Light Optimization Auto-adjusts light levels and white
balance
10)Noise Reduction 3D noise reduction, bias compensating
spatio-temporal filtering, wide area chroma filtering, flicker
elimination
11)Scaling Real-time scaling, dewarping, and perspective correction
12)People Counting Detects and reports the number of people in
frame2
h.Video
1)USB Video Out USB 3.0, UVC 1.1 & HID, conferencing camera;
2)Plug & play compatible with a computer, or other USB Video Class
host
3)Output Resolution HD 1080p @ 30 fps
4)Color Space YCbCr 4:2:0, YCbCr 4:2:2, MJPEG
i.Indicators
1)Status Bar (1) Multi-segment RGBY LED zero-center
mutually-diverging linear bargraph;
2)Indicates the speaker volume, microphone mute, and speaker mute
in red and green LEDs
j.Connectors
1)AUDIO IN (1) 3.5 mm TRS mini-phone jack;
a)Unbalanced stereo line-level audio input;
b)Input Level: 1 Vrms maximum;
c)Input Impedance: 10k Ohms
2)AUDIO OUT (1) 3.5 mm TRS mini-phone jack;
a)Unbalanced stereo line-level audio output;
b)Output Level: 1 Vrms maximum;
c)Output Impedance: 100 Ohms
3)PC (1) USB 3.0 Type-B connector, female;
4)USB 3.0 device port;
a)Connects to computer;
b)6 ft (1.83 m) USB 3.0 Type B to Type A cable included
5)CAMERA (1) USB 3.0 Type-A connector, female;
a)USB 3.0 host port;
b)Connects to the internal camera output via a 6 in. (13 cm)
USB Type-C™ to USB 3.0 Type A cable
6)24 VDC 2.5 A 24 VDC via external 100-240 VAC, 50/60 Hz power
pack, model PW-2420RU (included)
k.Power
1)Power Consumption 22 W
l.Environmental
1)Temperature 41° to 104° F (5° to 40° C)
2)Humidity 10% to 90% RH (non-condensing)
3)Heat Dissipation 75 BTU/hr
m.Construction
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-41
1)Enclosure Lightly textured gunmetal black finish, plastic
housing, perforated stainless steel grilles, die-cast aluminum rear
cover, integral steel hinged mounting bracket
2)Mounting Freestanding or surface wall mount at ear/face level
(adhesive feet included, mounting bracket attached)
n.Dimension
1)Height 4.57 in. (117 mm), 4.64 in. (118 mm) with feet
2)Width 43.60 in. (1108 mm)
3)Depth 3.90 in. (100 mm)
o.Weight
1)13.56 lb (6.2 kg)
3.Manufacturer:
a.Crestron UC-SB1-CAM
b.Yealink UVC40
c.No known equal
F.USB Extender Balun
1.Drawing Reference: USB-X
2.Features:
a.USB extension up to 100 m (330 ft) over solid-core CAT5e (or better)
unshielded twisted pair (UTP) cable [1]
b.USB Device Support USB 1.1 and 2.0 compatible including mass storage
and isochronous devices [2]
c.USB Hub Support Any signal chain may include up to 4 USB hubs plus one
USB-EXT-2 system [2]
d.Maximum USB Devices 30 USB devices, or 4 USB hubs with 26 USB
devices
e.Host Computer OS Support Windows, macOS, Linux
f.USB Throughput USB 2.0 up to 480 Mbps;
g.USB 1.1 up to 12 Mbps
3.Connectors – Local Extender
a.24V 1A (1) 2.1 x 5.5 mm DC power connector;
a.24 Volt DC power input (power pack included)
b.Link (1) 8-pin RJ45 connector, female; Connects to Link port on the
Remote Extender
c.USB (1) USB Type B connector, female (USB B to A cable included);
d.USB 2.0 device port for connection to the USB host computer, media server,
game console, annotator, codec, etc.
e.Config (front) (For factory use only)
4.Connectors – Remote Extender
b.24V 1A (1) 2.1 x 5.5 mm DC power connector;
a.24 Volt DC power input (power pack included) [3]
b.Link (1) 8-pin RJ45 connector, female; Connects to Link port on the Local
Extender
c.Config (front) (For factory use only)
d.USB (front) (2) USB Type A connectors, female; USB 2.0 host ports for
connection of USB mice, keyboards, whiteboards, game controllers,
cameras, audio devices, mobile devices, printers, flash drives, hard drives,
hubs, and other USB devices. Available USB Power: 1 Amp maximum per
port, 1.5 Amps maximum total.
5.Indicators – Local Extender
c.Mode (1) Recessed pushbutton (for factory use only).
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-42 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
a.Power (1) Blue LED, indicates operating power is supplied via the local
power pack or via the Link connection.
b.Link (1) Green LED, indicates a valid Link connection to the Remote
Extender.
c.Host (1) Green LED, indicates a valid connection to the USB host.
d.Activity (1) Amber LED, indicates data activity on the Link interface.
6.Indicators – Remote Extender
d.Power (1) Blue LED, indicates operating power is supplied via the local
power pack or via the Link connection.
a.Link (1) Green LED, indicates a valid Link connection to the Local Extender.
b.Host (1) Green LED, indicates a valid connection to the USB host at the
Local Extender.
c.Activity (1) Amber LED, indicates data activity on the Link interface.
d.Mode (rear) (1) Recessed pushbutton (for factory use only).
7.Power
e.Power Pack (included)
a.Input: 100-240 Volts AC, 50/60 Hz; Output: 1 Amp @ 24 Volts DC.
b.Available USB Power Supplies 1 Amp maximum per each of two USB
Type A ports, 1.5 Amps maximum total.
8.Environmental
f.Temperature 32° to 122° F (0° to 50° C)
a.Humidity 20% to 80% RH (non-condensing)
9.Construction (Typical per Unit)
g.Housing Metal, black finish, adhesive rubber feet
a.Mounting Includes four slots for wire ties or other third-party mounting
hardware
10.Dimensions (Typical per Unit)
h.Height 1.03 in (26 mm) without feet
a.Width 2.96 in (75 mm)
b.Depth 3.43 in (87 mm)
11.Compliance
a.CE, IC, FCC Part 15 Class B digital device.
12.Manufacturer:
a.Crestron USB EXT
b.Extron
c.Or equal
G.Multimedia Receiver w/ Scaler
1.Drawing Reference: DMRX
2.Features/Functions
a.4K60 4:4:4 HDR HDMI, HDR and HDCP2.2 compliant
b.Deep Color
c.3D
d.DVI
e.Serial RS232 Communications
f.Infrared Control
g.VESA stream compression
h.HDCP 2.2
i.CEC
j.EDID format management
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-43
k.Enclosure
1)Metal, black finish, vented sides and front
2)8 in. x 8 in. x 2 in.
l.Built-in video scaler: HD video scaler, motion-adaptive deinterlacer,
interlacer, intelligent frame rate conversion, Deep Color support, 3D to 2D
conversion, content-adaptive noise reduction
3.Manufacturers
a.Crestron DM-RMC-4KZ-100-C
b.Extron
c.Or equal
H.Video Production Switch
1.Drawing Reference: PRODSW
2.Features/Functions:
a.NDI
b.1 HDMI Output
3.Manufacturer:
a.Newtek Tricaster Mini 4k
b.Or equal
I.Wireless Presentation System
1.Drawing Symbol: WCG
2.Features/Functions:
a.Communications
1)Ethernet 100/1000 Mbps, auto-switching, autonegotiating,
autodiscovery, full/half duplex, TCP/IP, UDP/IP, DHCP, SSL, TLS5,
SSH, SFTP (SSH File Transfer Protocol), IEEE 802.1x, Active
Directory authentication, HTTPS web browser setup and XiO Cloud
service, 802.3af compliant
2)Wi-Fi Dual-band 802.11a/b/g/n/ac/ax (2.4 GHz & 5 GHz); Up to
100 ft (30 m) range at 80 Mbps, subject to site-specific conditions
3)AirMedia Via Ethernet: IPv4, mDNS, TLS, AES1; Via wireless
access point: IEEE 802.11/b/g/n/ac/ax, 2.4 GHz or 5 GHz
4)USB Host USB 2.0 for connecting a USB conferencing
peripheral;
5)USB 3.0 for connecting a USB conferencing peripheral
6)USB Device USB 3.0 for computer console (installer setup and
firmware update) or conference system
7)HDMI Output HDCP 2.2, EDID, CEC;
a)Supports management of HDCP and EDID
b.AirMedia1
1)OS Support Apple® iOS®, Android™, Windows 8, Windows 10,
macOS®, Chrome OS™
2)Video Frame Rate Up to 30 fps, audio supported
3)NOTE: Audio is not supported on Android devices.
4)Output Resolutions 640x480@60Hz, 800x600@60Hz,
1024x768@60Hz, 1280x720@50Hz (720p50), 1280x720@60Hz
(720p60), 1280x800@60Hz, 1366x768@60Hz, 1440x900@60Hz,
1600x900@60Hz, 1600x1200@60Hz, 1680x1050@60Hz,
1920x1080@50Hz (1080p50), 1920x1080@60Hz (1080p60)
5)NOTE: All video inputs will be scaled to the selected HDMI output
resolution.
6)Bitrate Peak 0.25 to 8.5 Mbps, variable depending on content
complexity
7)Bitrate Average 1.4 Mbps typical
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-44 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
c.Audio Format Stereo
d.Video
1)Input Signal Types AirMedia, Kaptivo (coming soon);
2)Simultaneous display of up to four sources with AirMedia Canvas
3)Maximum Input Resolutions AirMedia presentation:
1920x1080@30Hz (1080p30);
4)AirMedia Connect Adapter: 3840x2160@30Hz (4K30)
5)NOTE: All video inputs will be scaled to the selected HDMI output
resolution.
6)Output Signal Types HDMI (DVI compatible6)
7)HDMI Output Resolutions 1280x720@50Hz (720p50),
1280x720@60Hz (720p60), 1280x800@60Hz,7 1366x768@60Hz,7
1440x900@60Hz,7 1600x900@60Hz,7 1600x1200@60Hz,
1680x1050@60Hz,7 1920x1080@50Hz (1080p50),
1920x1080@60Hz (1080p60), 3840x2160@30Hz (2160p30),
3840x2160@50Hz (2160p50), 3840x2160@60Hz (2160p60)
e.Background & Logo File Support GIF, JPEG, PNG
f.Audio
1)Input Signal Types AirMedia
2)Output Signal Type HDMI
3)Input/Output Format 2 channel LPCM
4)NOTE: Audio input signals are passed to the output without any
processing. Volume control capability requires a display device with
discrete volume, up, down, and mute commands available via CEC,
IP, IR, or RS-232.
g.Connectors
1)microSD For future use
2)HDMI OUTPUT (1) HDMI Type A connector;
3)HDMI digital video/audio output (DVI compatible6)
4)USB (2) USB Type A connectors; For future use
5)(1) USB Type B connector;
6)USB 3.0 device port for computer console
7) LAN PoE+ (1) 8-pin RJ-45 connector; 100Base-TX/1000Base-T
Ethernet port and PoE+ Class 4
8)24VDC 1.25A (1) 2.1 x 5.5 mm DC power connector; 24VDC
power input; PW-2412WU power pack sold separately
h.Controls and Indicators
1)PWR (1) White LED, indicates operating power supplied via the
local power pack or PoE+
2)RESET (1) Recessed push button for hardware reset
3)SETUP (1) Recessed push button for onscreen IP address
display and for pairing the device to an AM-TX3-100;
4)(1) White LED, indicates pairing status
5)ONLINE (1) White LED, indicates control system connection
6)HDMI OUT (1) White LED, indicates HDMI signal presence at
the HDMI output
7)microSD For future use
8)LAN PoE+(2) LEDs, green LED indicates Ethernet link status,
amber LED indicates Ethernet activity
i.Power
1)Power over Ethernet IEEE 802.3af Class 4 Powered Device
2)Power Pack (sold separately) Input: 100-240VAC, 50/60 Hz;
3)Output: 1.25A @ 24VDC; Model: PW -2412WU
4)Power Consumption 13.5 W (typical)
j.Environmental
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-45
1)Temperature 32° to 104°F (-0° to 40° C)
2)Humidity 10% to 90% RH (non-condensing)
3)Heat Dissipation 46.0 BTU/hr
k.Construction
1)Chassis Plastic, black finish, with (4) integrated mounting
holes, vented sides
2)Mounting Freestanding, surface mount
l.Dimensions
1)Height 1.21 in. (31 mm)
2)Width 5 in. (127 mm)
3)Depth 5 in. (127 mm)
m.Weight
1)11.64 oz (330 g)
n.Wireless presentation for up to 40 user-supplied wifi devices over captive
wireless network
1)Moderator Preview/Authorization Function
2)Auto-renewable IP Address for access
3.Manufacturer:
a.Crestron AM-3100-WF
b.Extron Sharelink Pro 500
c.Or equal
J.Wireless Presentation System Dongle/Receiver
1.Drawing Reference: WPS
2.Features/Performance
3.Manufacturers
a.Airtame 2
b.Or equal.
K.Rack-mounted Network-accessible Solid-State HD Video Recorder
1.Drawing Reference: NVR
2.Features/Functions/Performance:
a.Video Input: 1080i 25, 29.97, 30, 1080PsF 23.98, 24, 25*, 29.97*, 1080p
23.98, 24, 25, 29.97, 720p 23.98*, 25*, 29.97*, 50, 59.94, 60, 625i 25, 525i
29.97.
b.Codec Support: Apple ProRes 422, Apple ProRes 422 (HQ),Apple ProRes
422 (LT), Apple ProRes 422 (Proxy), Avid DNxHD HQX (220x), Avid DNxHD
SQ (145), Avid DNxHD LD (36) only provides support for the 1080p format.
c.Removable Storage: 2-slots w/ rollover recording.
d.Video Input Digital: SD/HD SDI, SMPTE-259/292/296, 10-bit, Single Link
4:2:2 (2 x BNC, input selection in software), HDMI v1.3
e.Video Output Digital: SD/HD SDI, SMPTE-259/292/296, 10-bit, Single Link
4:2:2 (1 x BNC), HDMI v1.3
f.Audio Input Digital: 8-Channel, 24-bit SMPTE-272/299 SDI embedded audio,
48 kHz sample rate, synchronous; 8-Channel, 24-bit HDMI embedded audio,
48 kHz sample rate, synchronous; 8-Channel, 24-bit AES/EBU audio, 48 kHz
sample rate, synchronous or nonsynchronous, internal sample rate
conversion (4 x BNC)
g.Audio Input Analog: 2-Channel, 24-bit A/D analog audio, 48 kHz sample rate,
balanced (2 x XLR); +24 dBu full scale digital; +/- 0.2 dB 20Hz to 20 kHz
frequency response (Note: Line or Mic selection via CONFIG menu
parameters)
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-46 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
h.Audio Output Digital: 8-Channel, 24-bit SMPTE-272/299 SDI embedded
audio, 48 kHz sample rate, synchronous; 8-Channel, 24-bit HDMI embedded
audio, 48 kHz sample rate, synchronous; 8-Channel, 24-bit AES/EBU audio,
synchronous or nonsynchronous, internal sample rate conversion (4 x BNC)
i.Audio Output Analog: 2-Channel, 24-bit D/A analog audio, 48 kHz sample
rate, balanced (2 x XLR); +24 dBu full scale digital (0dbFS); +/- 0.2 dB 20 Hz
to 20 kHz frequency response; Stereo unbalanced headphone (1 x 3.5mm
mini jack)
j.Timecode: SDI RP188/SMPTE 12M via SDI BNC; HDMI (when used with
compatible cameras); LTC Input (1 x BNC); LTC output (1 x BNC) (Note:
active during playback not during record or EE)
k.RS-422 Machine Control
l.1 RU
3.Manufacturer:
a.Aja Ki Pro Rack
b.Or equal..
L.HD Pan-Tilt-Zoom Camera, NDI
1.Drawing Reference: PTZ
2.Features/Functions:
a.NDI/PoE+
3.Manufacturer
a.PTZOptics 30x NDI
b.Panasonic
c.Or equal
2.9 PROJECTION SCREENS
A.Projection Screen, Wall-Mount, Motorized, Tab Tensioned, Wide Format
1.Drawing Reference(s): Projection screen, indicated
2.Features/Functions:
a.Size: Custom, as indicated on drawings
b.16:10 aspect ratio.
c.Seamless viewing and black drop area.
d.Electrical: 120 volts, single phase, 60 hertz.
e.Fabric: Flame and mildew resistant surface with black masking borders and
flat black edge finish.
f.Black drop above the viewing surface to lower screen to indicated height
above finished floor. Do not provide more black drop than required.
g.Motorized operation with automatic travel stops.
h.Motor and roller:
1) Reversible motor with permanent seal ball bearings, automatic
thermal overload cut-out. Stressed truss roller minimum 5 inches
(127 mm) diameter, mounted on steel brackets with heavy duty
bearings.
2)Access to motor from below.
i.Cable tensioning system at edges to ensure flatness - Provide as close to
exact black drop as required to avoid varying tensioning which could cause
potential screen wrinkling.
j.UL listed.
k.Finished housing mounts to wall. Housing can be delivered to site and rough-
in prior to placement of screen to protect screen from damage.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-47
l.Provision screen with all necessary screen manufacturer options to use
indicated low voltage, closure operation. Receipt of serial control or contact
closure from Audio-visual control system shall be sufficient to unroll screen
for viewing, re-roll screen or to stop screen at intermediate point. Field
adjustable down limit switch shall automatically stop screen in full down
position.
3.Performance:
a.Minimum 1.0 gain on-axis gain ±0.1.
b.Minimum half gain angle of 50 degrees.
c.High contrast grey finish suitable for use with moderate to high output LCD or
DLP projection. Absorbs moderate amount of stray ambient light.
4.Manufacturers
a.Da-Lite Tensioned Contour Electrol w/ High Contrast Cinema Vision screen
material
b.Draper
c.Vutech
d.Stewart Filmscreen
e.Or equal.
2.10 VIDEO TERMINAL EQUIPMENT
A.LED VIDEO WALL, 136” DIAGONAL
1.Drawing Reference: LED136
2.Manufacturer:
a.Planar MGP Complete 136 w/ mount and drivers
b.No Known Equal
B.Video/NDI Format Conversion Balun
1.Drawing Reference HDND, SDND, NDSD, NDHD
2.Manufacturer:
a.Vizrt/Newtek Spark Series
b.Blackmagic
c.Or equal
C.LCD, 23” Topset, with Stand
1.Drawing Reference: LCD23
2.Manufacturer:
a.Dell S2425H
b.Or equal
D.LCD, 55” Diagonal
1.Drawing Reference: LCD55
2.Features/Functions:
a.Panel Type: LCD, LED Backlighting
b.Professional/commercial grade display warrantied by the manufacturer for
continuous operation for not less than two years.
c.Minimum Viewable Panel Size: 55” diagonal, 16:9 aspect ratio
d.Maximum Pixel Pitch: 0.923 x 0.923 mm
e.Native Resolution: 1920 x 1080
f.Viewing Angle (H/V): 176°/176°
g.Brightness: 450 cd/m2
h.Maximum Response Time: 6 ms
i.Contrast Ratio: 5000:1
j.Inputs
1)VGA (D-sub 15 pin)
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-48 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
2)HDMI
3)Stereo Mini Jack
k.Control:
1)RS-232C
2)RJ45
3)IR, included IR Remote
l.Power Consumption: In accordance with California Code of Regulations, Title
20: Division 2, Chapter 4, Article 4, Sections 1601-1608: Appliance
Efficiency Regulations
m.Weight: 70 lbs. Maximum
n.Operating Temperature: 5-40 degrees C
o.Operating Humidity: 20-80%
p.Dimensions: Less than 2” deep.
3.Manufacturer
a.Samsung ME55B
b.Sharp
c.NEC
d.Or equal
E.LCD, 65” Diagonal
1.Drawing Reference: LCD65
2.Features/Functions:
a.Panel Type: LCD, LED Backlighting
b.Professional/commercial grade display warrantied by the manufacturer for
continuous operation for not less than two years.
c.Minimum Viewable Panel Size: 65” diagonal, 16:9 aspect ratio
d.Maximum Pixel Pitch: 0.923 x 0.923 mm
e.Native Resolution: 1920 x 1080
f.Viewing Angle (H/V): 176°/176°
g.Brightness: 450 cd/m2
h.Maximum Response Time: 6 ms
i.Contrast Ratio: 5000:1
j.Inputs
1)VGA (D-sub 15 pin)
2)HDMI
3)Stereo Mini Jack
k.Control:
1)RS-232C
2)RJ45
3)IR, included IR Remote
l.Power Consumption: In accordance with California Code of Regulations, Title
20: Division 2, Chapter 4, Article 4, Sections 1601-1608: Appliance
Efficiency Regulations
m.Weight: 70 lbs. Maximum
n.Operating Temperature: 5-40 degrees C
o.Operating Humidity: 20-80%
p.Dimensions: Less than 2” deep.
3.Manufacturer
a.Samsung ME65B
b.Sharp
c.NEC
d.Or equal
F.LCD, 86” Diagonal
1.Drawing Reference: LCD86
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-49
2.Features/Functions:
a.Panel Type: LCD, LED Backlighting
b.Professional/commercial grade display warrantied by the manufacturer for
continuous operation for not less than two years.
c.Minimum Viewable Panel Size: 80” diagonal, 16:9 aspect ratio
d.Maximum Pixel Pitch: 0.923 x 0.923 mm
e.Native Resolution: 1920 x 1080
f.Viewing Angle (H/V): 176°/176°
g.Brightness: 450 cd/m2
h.Maximum Response Time: 6 ms
i.Contrast Ratio: 5000:1
j.Inputs
1)VGA (D-sub 15 pin)
2)HDMI
3)Stereo Mini Jack
k.Control:
1)RS-232C
2)RJ45
3)IR, included IR Remote
l.Power Consumption: In accordance with California Code of Regulations, Title
20: Division 2, Chapter 4, Article 4, Sections 1601-1608: Appliance
Efficiency Regulations
m.Weight: 70 lbs. Maximum
n.Operating Temperature: 5-40 degrees C
o.Operating Humidity: 20-80%
p.Dimensions: Less than 2” deep.
3.Manufacturer
a.Sharp
b.NEC
c.Or equal
G.Video Projector
1.Drawing Reference: VPROJ
a.Capable of accepting variety of focal length bayonet-style lenses
b.Minimum features, functions and performance:
1)Resolution
a)Native: WUXGA 1920 x 1200
b)Maximum: WUXGA 1920 x 1200
2)Light Output: 7500 lumens
3)Contrast Ratio: 2000:1
4)Lamp Life: (up to) 2000 hours normal / 2500 hours eco
5)Lens Shift: Manual: 50% vertical, 10% horizontal
6)Keystone Correction: +/- 40 degrees horizontal, +/- 30 degrees
vertical
7)Scan Rate
a)Horizontal: 15 - 108 kHz
b)Vertical: 48 - 120 Hz
8)Supported Video Standards: NTSC, NTSC4.43, PAL, PAL-60, PAL-
M, PAL-N, SECAM SD/HD
9)Video Signal Compatibility: 1080i, 720p, 576p, 576i, 480p, 480i
10)PC Signal Compatibility: VGA, SVGA, XGA, SXGA, SXGA+, UXGA
11)Macintosh Compatibility: Yes
12)Input/Output Terminals:
a)HDMI w/ HDCP.
b)External Control: IP
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-50 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
13)Sync Compatibility: Separate Sync / Composite Sync / Sync on G
14)Networking: Wired LAN using integrated RJ45
15)Electrical
a)Power Consumption: Not greater than 550W at 120VAC
input
16)Mechanical
a)Installation Orientation: Ceiling/Front
17)Max. Dimensions (WxDxH):20 x 20 x 8 in.
18)Max. Weight: 50 lbs.
19)Max. Fan Noise: 40 dB normal / 31 dB eco at 3' from projector.
20)UL Listed
21)Environmental
a)Operational Temp.: 41º - 104ºF / 5º - 40ºC
b)Humidity: 20-80% non-condensing
2.Manufacturers, Projectors:
a.Panasonic PT-RZ970 with 085FL Lens
b.Christie
c.or equal.
H.Dual Chamber Projection Support Mount
1.Construction
a.Pipe column or multiple joined runs of electrical support strut with vanity
cover.
b.Channel and plate to mount to ceiling or wall as required.
c.Seismic restraint diagonal bracing as required.
d.Provide mount manufacturer’s bottom plate to match projectors provided
under work of this Section.
e.Mount rated load capacity not less than 50 pounds.
f.Allows safe adjustment of pitch, roll and yaw at least plus minus 5 degrees
after installation of the mount and projector.
g.Allows for locking of pitch, roll and yaw settings after adjustment.
h.Allows removal and replacement of the projector without loss of the specific
adjustment of pitch, roll and yaw.
i.Accepts City supplied padlock to prevent removal of projector from mount.
j.Where mounting fasteners are exposed during normal operations, secure
mount with tamper-resistant fasteners.
k.Provide manufacturer's escutcheon plate to cover transition of support
through the ceiling plane.
2.Approvals
a.Provide OSHPD OPA assembly. Install in accordance with OPA.
3.Manufacturer, Video Projector Mount to CMU Wall
a.Chief Manufacturing RPA Series Inverted LCD/DLP Projector Ceiling Mount
with
1)WMA-300 Wall Mount Accessory Arm
2)CMA-nnn Series Extension Column as required.
3)CMA-640 Finishing Ring.
b.Westbrook Engineering, Inc. Promount Series.
c.Monger Mount.
d.Or equal.
4.Manufacturer, Video Projector Mount to Structure Above
a.Chief Manufacturing RPA Series Inverted LCD/DLP Projector Ceiling Mount
with
1)CMA-110 Ceiling Plate 8" x 8" with 1 ½" NPT fitting.
2)CMA-nnn Series Extension Column as required.
3)CMA-640 Finishing Ring - Finish per City's Representative.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-51
4)Lateral bracing per Contractor's engineered detail.
b.Westbrook Engineering, Inc. Promount Series.
c.Monger Mount MM series, including LB, LF, CMKP2, and SC-2.
d.Or equal.
I.Flat-Panel Display Wall Mount
1.Drawing Reference: None - provide at locations where wall mount of LCD* and
FPNL* devices are indicated except as otherwise provided herein.
2.Functions:
a.Can support the required LCD and Plasma Panels supplied by the work of
this Project.
b.Holds rear of panel away from wall ~2" to permit A/V interface mounting
behind display.
c.Permits display to be tilted in the vertical plane for optimum viewing as
directed by the City’s Representative.
d.Allows the complete mount and display assembly to not protrude more than
4” out from wall surface.
e.Designed to mount to 16", 20", 24" center stud systems
f.Panel can be securely fastened to mount using to prevent theft by adding a
City furnished padlock.
g.Where mounting fasteners are exposed during normal operations, secure
mount with tamper-resistant fasteners.
h.Designed to accommodate panels from at least Pioneer, Panasonic, Sharp,
Samsung, & LG Electronics
i.Heavy duty construction with steel components
j.UL or ETL listed
k.California OSHPD OPA (seismic restraint pre-approval). Installation to be
accordance with OPA.
3.Manufacturers:
a.Chief Manufacturing, Inc. LTM Series, selected for display and mounting
conditions.
b.Or equal.
2.11 SOUND CABLES AND RELATED
A.General
1.Provide cable with electrical conductors of soft drawn annealed copper, bare or
tinned, solid or concentric stranded as applies, conductivity not less than 98 percent
of pure copper.
2.Comply with applicable Code for insulation, jacket, marking and listing for applicable
use.
a.Refer to California Electrical Code, Table 725-61. Cable Uses and Permitted
Substitutions.
3.Manufacturer part number specified is for a Listed Type CM construction to indicate
intended cable construction and quality.
a.Code requirements take precedence.
b.Provide type required by Code at no additional cost to the City.
B.Cable, Microphone and Line Level, General Purpose
1.Drawing Symbol(s): SP, 2A.
2.Description: Shielded, single twisted pair, with #20 AWG color coded stranded
conductors and foil shield with drain wire.
3.Performance/Construction
a.Conductors AWG #20.
b.Conductors Stranding: 7 by 28.
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-52 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
c.D.C. Resistance Per 1000 feet 15 ohms maximum.
d.Shield: Aluminum polyester foil with #20 AWG stranded tinned copper drain
wire.
e.Diameter 0.24 inch maximum.
4.Where 2A indicated, provide 2 each SP
5.Manufacturer
a.Belden 8762
b.West Penn.
c.Or equal.
C.Cable, Microphone and Line Level, Miniature
1.Drawing Symbol: SP, 2A
2.Restriction: For use within fixed equipment racks only.
3.Description: Shielded, single twisted pair, with #22 AWG color coded stranded
conductors and foil shield with drain wire.
4.Performance/Construction:
a.Conductors AWG #22.
b.Conductors Stranding: 7 by 30.
c.D.C. Resistance Per 1000 feet: 20 ohms maximum.
d.Shield: Aluminum polyester foil with #24 stranded tinned copper drain wire.
e.Diameter 0.15 inch maximum.
5.Where 2A indicated, provide 2 each SP
6.Manufacturer
a.Belden 8451, 9451, 1266A.
b.Alpha.
c.West Penn.
d.Or equal.
D.Cable, Antenna, Assistive Listening System
1.Description
a.Nominal 50 ohms (actual 51 or 52 ohms) coaxial cable.
2.Minimum 97 percent shield coverage.
3.Joint Army Navy (JAN) or Military (MIL) Construction
a.RG-8/U to JAN-C-17A
b.RG-8 A/U to MIL-C-17D
c.RG-9/U to JAN-C-17A.
4.Manufacturer
a.Belden 8237, 9251 or 8242.
b.CommScope.
c.Or equal.
E.Cable, Loudspeaker and D.C. Power
1.Drawing Symbol(s)
a.#18TP
b.#16TP
c.#14TP
d.#12TP
2.Description
a.Twisted pair, jacketed, unshielded cables, #12, #14, #16, or #18, as shown
on Drawings.
3.Plenum rated where installed in open plenum return voids.
4.Performance/Construction
a.Conductor, AWG: #12, #14, #16, and #18, as noted.
b.Maximum diameter
1)0.384 inch (#12)
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-53
2)0.332 inch (#14)
3)0.256 inch (#16)
4)0.224 inch (#18).
5.Manufacturer
a.Belden.
1)#12TP, Belden 8477
2)#14TP, Belden 8473
3)#16TP, Belden 8471
4)#18TP, Belden 9740
5)West Penn.
6)Or equal.
7)F. Audio & Control Cabling, Underground, in ducts
a)1. As specified for the applications above with waterblocking
construction consisting of two ply tape designed to swell on
exposure to water.
b)2. Jacket is sunlight and moisture resistant
c)3. NEC CM or CL3 listed or better. Transition to listed
cabling type within 50 feet of entering building.
d)4. Manufacturer listed for underground application subject to
extended exposure to standing water.
e)5. Manufacturer:
8)a. West Penn (aquaseal)
9)b. Alpha
10)c. Belden
11)d. Commscope/Isotec
12)e. Or equal.
13)
2.12 VIDEO CABLES, COPPER COAX AND RELATED
A.General
1.Provide cable with electrical conductors of soft drawn annealed copper, bare or
tinned, solid or concentric stranded as applies, conductivity not less than 98 percent
of pure copper.
2.Comply with applicable Code for insulation, jacket, marking and listing for applicable
use.
a.Refer to California Electrical Code, Table 725-61. Cable Uses and Permitted
Substitutions.
b.Manufacturer part number specified is for a Listed Type CM construction to
indicate intended cable construction and quality.
3.Code requirements take precedence.
a.Provide type required by Code at no additional cost to the City.
B.Cable, Precision Video
1.Drawing Symbol(s): P-VID, V.
2.Description: 100 percent sweep tested from 0.01 to 100 MHz, double braided shield
solid center conductor 75 ohms coaxial precision video cable.
3.Performance
a.Cable Type: Coaxial precision video.
b.Center Conductor AWG: Twenty (20) bare copper.
c.Insulation: Polyethylene.
d.Shield: Tinned copper double braid, minimum 98 percent coverage.
e.Nominal Impedance: 75 ohms.
f.Velocity of Propagation: 66 percent.
g.Attenuation Per 100 feet:
City of Santa Ana Public Library Renovation
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Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-54 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
1)1.0 MHz: 0.25 dB
2)4.5 MHz: 0.45 dB
3)10.0 MHz: 0.78 dB.
h.Jacket: Polyethylene.
i.Diameter: 0.305 inch maximum.
4.Manufacturer
a.Belden 8281A or 8281B.
b.Canare
c.Gepco
d.Or equal.
C.Cable, Miniature Precision Video
1.Drawing Symbol: Miniature Precision Video.
2.Description: 100 percent sweep tested from 0.01 to 100 MHz, braided shield plus foil
shield, stranded center conductor 75 ohms coaxial miniature precision video cable.
3.Performance
a.Cable Type: Coaxial precision video.
b.Center Conductor AWG: 22 or 23 bare copper.
c.Center Conductor Stranding: 7 by 30 or 7 by 32.
d.D.C. Resistance Per 1000 feet: 15 ohms maximum.
e.Insulation: Cellular Polyethylene.
f.Shield: 100 percent foil plus trimmed copper braid, 95 percent coverage.
g.Nominal Impedance: 75 ohms.
h.Velocity of Propagation: 66 percent.
i.Attenuation Per 100 feet:
1)1.0 MHz: 0.15 dB
2)10.0 MHz: 1.3 dB
3)100 MHz: 5.0 dB.
j.Jacket: Polyethylene.
k.Diameter: 0.240 inch maximum.
4.Manufacturer
a.Belden 9209A.
b.Canare LV-61S.
c.Or equal.
D.Cable Set, Audio Video, Manufactured
1.Provide signal type as indicated on Drawings.
2.Manufacturer
a.Liberty Wire & Cable Interflex Z-200 and Z-300 Series
b.Markertek
c.Or equal.
E.Cable, Data Monitor Precision Video
1.Plan Reference(s):
a.D5
b.5DVideo
2.Construction
a.5 miniature high resolution coax cables in an overall shielded overall jacket to
transmit analog component video based on the Red-Green-Blue-Horizontal
Sync-Vertical Sync (RGBHV) transmission method.
b.Sub cables are color coded Red, Green, Blue, Black, Grey; or approved
alternate color coding scheme.
c.Jacket: Code equal for application.
d.Overall five sub cable assembly diameter: 0.56" maximum in raceway
applications.
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-55
e.Center Conductor AWG: Twenty two (22) ga Silver Plated Copper.
f.Insulation: Foamed Teflon.
g.Shield:
1)Each subcable is double shielded
2)Overall cable has 100% tape shield.
3.Approval/Rating:
a.UL: Recognized Type CL2P (Article 725 of NEC) for plenum application, riser
rated elsewhere.
4.Performance - each sub-cable:
a.Resistance: 0.0162 ohms/ft nominal @ 20C
b.Impedance: 75 ohm nominal
c.Capacitance: 17.5 pf/ft nominal
d.Velocity of Propagation: 80% nominal
e.Time Delay: 1.19ns/ft nominal
f.Maximum Attenuation Per 100':
1)10 MHz: 0.8 dB/100 ft.
2)50 MHz: 2.5 dB/100 ft.
3)100 MHz: 3.5 dB/100 ft.
4)200 MHz: 4.6 dB/100 ft.
5)300 MHz: 5.0 dB/100 ft.
6)400 MHz: 7.2 dB/100 ft.
7)1000 MHz: 14.6 dB/100 ft.
5.Manufacturers:
a.Altinex CB5100PL in plenum spaces, riser rated elsewhere.
b.Extron
c.Belden
d.Gepco.
e.Or equal.
F.DVI Cabling
1.Drawing Reference: DVI
2.Features/Functions
a.Supports single link DVI-D signals up to 1920 x 1200 @ 60 Hz and
1080p/60:
b.Data rates to 4.95 Gbps
c.Color depth to 24 bits - 8 bits per color
d.For cable lengths up to 12 feet: 24 AWG copper wire construction
e.For cable lengths 25 feet and longer: 22 AWG copper wire construction
f.NEC CM rated
3.Manufacturers, copper cabling and extenders:
a.Extron
b.Or equal.
G.HDMI Extender
1.Drawing Reference: HDMI Extend, HDMI XTD
2.Minimum Features/Functions/Construction/Performance
a.Select to suit application and distance.
b.Video
1)Maximum data rate 6.75 Gbps (2.25 Gbps per color)
2)Maximum pixel clock 165 MHz
3)Resolution range Up to 1920x1200 or 1080p @ 60 Hz; 8, 10,
or 12 bit color depth
4)Formats RGB and YCbCr digital video
5)Standards DVI 1.0, HDMI, HDCP 1.1, CEA-861E
c.Video input — transmitter
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-56 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
1)Number/signal type 1 single link HDMI (or DVI-D*)
2)Connectors 1 female HDMI type A
d.Interconnection between transmitter and receiver
1)Connectors 1 female RJ-45 per unit
2)Termination standard ANSI/TIA T568B
3)Signal transmission distance Up to 330' (100 m) using
manufacturer’s recommended cabling assembly.
e.Video output — receiver
1)Number/signal type 1 single link HDMI (or DVI-D*)
2)Connectors 1 female HDMI type A
3.Manufacturer, provide with with manufacturer’s mounting kits and recommended
cabling assemblies:
a.Kramer
b.Hall Research
c.Extron
d.Crestron
e.Altinex
f.Liberty Cable
g.Or equal.
H.VGA Extender
1.Drawing Reference: VGA XTD or as required
2.Provide as required to maintain signal integrity over required cable length
3.Manufacturers:
a.Any as specified for HDMI extenders above.
2.13 CONTROL AND CONTROL MEDIA CABLING
A.General
1.Provide cable with electrical conductors of soft drawn annealed copper, bare or
tinned, solid or concentric stranded as applies, conductivity not less than 98 percent
of pure copper.
2.Comply with applicable Code for insulation, jacket, marking and listing for applicable
use.
a.Refer to California Electrical Code, Table 725-61. Cable Uses and Permitted
Substitutions.
b.Manufacturer part number specified is for a Listed Type CM construction to
indicate intended cable construction and quality.
3.Code requirements take precedence.
a.Provide type required by Code at no additional cost to the City.
B.High Speed, TIA/TIA Category Cabling
1.Drawing Reference:** UTP6-4, where ** denotes cable count
2.Construction:
a.Provide horizontal copper cable in accordance with:
1)EIA ANSI/TIA/EIA-568-B.2
2)UL 444,
3)NEMA WC 66 (Performance Standard for Category 6 and Category
7 100 Ohm Shielded and Unshielded Twisted Pair)
4)ICEA S-90-661
b.UTP (unshielded twisted pair),
c.100 ohm impedance
d.Four each individually twisted pair, 22 or 24 AWG conductors,
1)Color code
a)Pair 1 White/Blue Blue
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INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-57
b)Pair 2 White/Orange Orange
c)Pair 3 White/Green Green
d)Pair 4 White/Brown Brown
e.No shield in the sheath.
f.Jacket
1)Thermoplastic jacket
2)Color: Blue unless otherwise indicated.
3)Cable imprinted with manufacturers name or identifier, flammability
rating, gauge of conductor, transmission performance rating
(category designation) at regular intervals not to exceed 2 feet.
4)The word "FEET" or the abbreviation "FT" shall appear after each
length marking.
5)Provide communications general purpose (CM or CMG),
communications plenum (CMP) or communications riser (CMR)
rated cabling in accordance with NFPA 70.
6)Type CMP and CMR may be substituted for type CM or CMG and
type CMP may be substituted for type CMR in accordance with
NFPA 70.
3.Certification
a.Warrantied by the manufacturer to provide Category 6 performance when
installed in accordance with applicable EIA/TIA standards and when
terminated with the jacks supplied by the Contractor for this Project.
4.Performance
a.Assembly electrically meets or exceeds EIA ANSI/TIA/EIA-568-B.2 Category
6 performance standards
5.Manufacturers:
a.Berk-Tek LANmark-6
b.Belden/CDT
c.Berk-Tek
d.Commscope/Systimax
e.Commscope/Uniprise
f.General Cable
g.Mohawk/CDT
h.Superior/Essex
i.Or equal
2.14 CONTROL MEDIA CABLING
A.General
1.Provide cable with electrical conductors of soft drawn annealed copper, bare or
tinned, solid or concentric stranded as applies, conductivity not less than 98 percent
of pure copper.
2.Comply with applicable Code for insulation, jacket, marking and listing for applicable
use.
a.Refer to National Electrical Code, Table 725-61. Cable Uses and Permitted
Substitutions.
b.Manufacturer part number specified is for a Listed Type CM construction to
indicate intended cable construction and quality.
3.Code requirements take precedence.
a.Provide type required by 2016 CEC at no additional cost to the City.
B.Low Speed Audiovisual Cabling
1.Drawing Reference: AVNet
2.1 cable equivalent to a 1 pair, 18 gauge cable suitable for RS-485 (A/V Net) signaling
and remote device powering.
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-58 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
3.Manufacturers:
a.Crestron
b.Liberty Wire & Cabling
c.AMX
d.Extron
e.Or equal.
C.Shielded High Definition Category Media Cabling
1.Drawing Reference(s):
a.HCAT MEDIA
2.Features/Functions:
a.Proprietary 4 twisted-pair cable in overall shield designed to transmit
manufacturer's proprietary implementation of HDBaseT
3.Manufacturers:
a.Crestron DigitalMedia 8G Cable
b.Liberty Wire & Cabling
c.AMX
d.Extron
e.Or equal.
2.15 MISCELLANEOUS PRODUCTS
A.Cable Termination Devices and Related:
1.Screw-type or Tubular Clamp Barrier Blocks:
a.Buchanan 125, 0625 Series.
b.Electrovert
c.TRW-Cinch 140, 141, 142 Series.
d.Weidmuller .
e.Pass & Seymour/Legrand.
f.Phoenix
g.Or equal.
2.Tubular Clamp Barrier Blocks, High Density, Switch Block Section
a.Drawing Reference: TB15.
b.Features/Functions
1)Paired screw terminals on opposite sides of insulating base.
2)TB15 Base mounts to DIN rail, providing space beneath TB15 to
dress field and source cabling.
3)Terminates range of wire gauges used by Project – at least 30 gage
to 10 gage.
4)High density:
a)At least 33 pairs of connections per foot for 12 and smaller
gage terminations,
b)At least 16 pairs of connections per foot for 10 gage
terminations.
5)Switch Block Section permits load, such as field devices, to be
separated from monitoring panel for testing independent of source
then restored without disturbing field wiring terminations.
6)Rated at least fifteen (15) amperes at 300V AC/DC
c.Approvals
1)UL
d.Manufacturers:
1)Allen Bradley Isolation Switch Blocks,
a)1492-H7 for 30 to 12 gage
b)1492-CE9 for 10 gage.
2)Tyco Buchanan 0135 Series.
City of Santa Ana Public Library Renovation
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Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-59
3)WECO Electrical Connectors
4)Altech
5)Curtis Industries
6)Electrovert
7)Weidmuller
8)Pass & Seymour/Legrand
9)Phoenix
10)Or equal.
3.Low Level Audio Cable Termination, Insulation Displacement Products
a.Coordinate with wire size, type and insulation
b.Manufacturer
1)ADC "Dense Patch".
2)Siemon Model S66M450 with D10 Designation Strip.
3)Any meeting 110TB under Section 17119 – Communications
Termination Blocks and Patch Panels of the Base Building Project
4)Or equal.
B.Audio and Control Connectors and Related:
1.Circular Audio Connector, Cord, 3 through 5 contacts, gold plated contacts, captive
cable clamp strain relief, matte black chrome finish over nickel metal shell
a.Neutrik C-Series, X-Series.
b.Switchcraft.
c.Or equal.
2.Circular Audio Connector, Panel mount, male and female devices to fit same panel
cutout including fasteners, 3 through 5 contacts, gold plated contacts, matte black
chrome finish over nickel metal shell, female receptacles locking type:
a.Neutrik D Series Version L.
b.Switchcraft
c.Or equal.
3.Loudspeaker Connector, Panel mount, female devices to fit same panel cutout
including fasteners as other panel mount receptacles, 4 contacts, matte black finish
Polyamid/graphite shell, female receptacles locking type. UL Component
Recognized:
a.Neutrik NL4MP.
b.Switchcraft
c.Or equal.
C.Video Connectors and Related
1.Video Connector, BNC type, 75 ohms, Panel, recessed, flush with panel face,
insulated from panel, double female
a.Manufacturer
1)Canare BCJ-JRU.
2)Tec Nec
3)Liberty Wire & Cable/Panelcraft
4)Or equal.
2.Video Connector, BNC type, 75 ohms, Panel, recessed, flush with panel face,
insulated from panel, single female to solder pin
a.Manufacturer
1)Canare BCJ-RU.
2)Tec Nec
3)Liberty Wire & Cable/Panelcraft
4)Or equal.
3.Video connector, BNC type, 75 ohms, cord, crimp applied. Coordinate with cable.
a.Manufacturer
1)Amp.
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-60 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
2)Amphenol.
3)Augat/LRC Products
4)Canare.
5)Kings.
6)Liberty Wire & Cable/Panelcraft
7)RFI/Celltronics.
8)Trompeter.
9)Or equal.
4.Video Precision 75 ohms Terminator, BNC:
a.Manufacturer
1)Canare BCP-TA
2)Trompeter TNAI-1-75.
3)Or equal.
5.XGA Connectors, DB15
a.Drawing Reference HD15
b.Manufacturer
1)Amp.
2)Amphenol.
3)Canare.
4)Kings.
5)Liberty Wire & Cable/Panelcraft
6)RFI/Celltronics.
7)Or equal.
D.Custom Facility Panels and Rackmount Auxiliary Panels
1.Drawing Reference(s):
a.MP* - Media Panels, where * is a number indicating the panel type.
b.FP* - Facility Panels, where * is a number indicating the panel type.
c.Aux Panel
2.Provide connector types and plate finish as shown. If none shown, provide:
a.Rack mount panels:
1)16 gauge minimum, cold rolled steel or 1/8" minimum aluminum,
finish to match rack finish.
2)At Contractor's option, fabricate using rack mount panels with
Decora/Decorator openings and steel plates with specified
connectors. Match insert color to panel color provided. Refer to
Rack Panel with Decora Openings below.
b.Wall Panels: 16 gauge minimum cold rolled steel, finish to match
surrounding electrical and other low voltage panels.
3.Manufacturers, Rack Mount Panels
a.BGW Systems Inc.
b.Conquest
c.Middle Atlantic Products Universal Connector Panel
d.Middle Atlantic Products Universal Connector Panel, Modular Custom
Connector Panel Systems
e.ProCo Sound, Inc.
f.Ultimate Plates and Panels
g.Or equal.
4.Manufacturers, Wall Panels
a.PanelCrafters Division of Liberty Wire & Cable, Classic Series
b.FSR
c.RCI Systems
d.Middle Atlantic
e.Ultimate Plates and Panels
f.Whirlwind
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-61
g.Or equal.
5.Manufacturers, Decora/Decorator connector inserts:
a.Connector Plates by Radio Design Labs. Provide specified connectors rear
mounted in D-Blank insert for connector combinations not available from
RDL.
b.Grey by Pathway Connectivity Solutions. Provide specified connectors rear
mounted in 5100 insert for connector combinations not available from
Pathway Connectivity Solutions.
6.Manufacturers, Rack Mount Decora Panel Openings
a.Lowell Manufacturing LD8-RMP with Lowell DBB-4 blank Decora plates at
openings not fitted with equipment.
b.Middle Atlantic DECP Series
c.Or equal.
2.16 POWER DISTRIBUTION EQUIPMENT:
A.Comply with applicable Codes. Provide UL Listed devices suitable for commercial use.
Provide all junction boxes, raceway, fittings, wire, supports and fastenings as required for
complete installation. Contractor to coordinate plug end of selected strip with rack power
receptacles installed under the work of Division 16. Unless otherwise noted, provide
receptacles of NEMA 5-15R configuration.
B.Power Sequencer System
1.Drawing References: PWR-SEQ
a.Power Sequencer
b.Fire Alarm Interface – provide where required to shunt system operation on
receipt of closure from Fire Alarm system.
c.Sold State Relay (SSR) SSR1 through SSR7
2.Features
a.Power sequencing system.
b.Solid state switching, zero crossing.
c.Sequencing on power up and power down.
d.Front panel button and external closure activation.
e.Alarm terminal to sequence the system down when tripped.
f.UL Listed.
3.Manufacturer
a.FSR Inc. Power Products Group SPC-20 Power Sequencer and SPC-20X
Solid State Relay
b.Furman
c.Or equal.
C.UPS, Rack Mounted, 1400 VA
1.Drawing Reference: UPS10
2.Features/Functions/Performance:
a.Provide continuous, no-break power with sine wave output.
b.Size to carry connected load at least 10 minutes following loss of power, after
at least two hours of charge time.
c.Provide Transient Over-Voltage (TOV) Surge Suppression; comply with
ANSI/IEEE C62.41-1980, Category A and Category B.
d.Provide complete isolation from Line.
e.Provide output voltage regulation to ANSI C84.1 for computing equipment.
f.SNMP manageable and status reporting to City's Management console.
Provide output KVA, switch-mode power supply rated, not less than 150% of
connected load indicated.
g.Rack Mounted
City of Santa Ana Public Library Renovation
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Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-62 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
3.Manufacturer:
a.SmartUPS 1400 RM series by American Power Conversion (APC)
b.Trip-Lite
c.Or equal.
D.Power Supplies and Related:
1.Drawing Reference: PS24.
2.Relay and Lamp Power Supply:
3.24 VDC, regulated within 5%. Ripple not greater than 1.5%. Output current rating at
least 150% of maximum possible load. Circuit breaker or intrinsic over current
protection. UL Recognized or UL Listed.
E.Full Height Receptacle Strip, One (1) Circuit, 15A
1.Features/Construction:
a.Not less than 60" Long
b.Not less than eleven (11) 15A receptacles
c.Integral circuit breaker
d.NEMA 5-15P plug on 6' cord.
e.UL Listed Assembly
f.Provide mounting hardware as necessary to attach to rack interior.
2.Manufacturers.
a.Wiremold Series 7011ULBC.
b.Lowell ACS 1524
c.Geist NSVB200-101S15
d.Hubbell PR206
e.Leviton
f.Middle Atlantic
g.Chatsworth 12848-701
h.Or equal.
F.Full Height Receptacle Strip, One (1) Circuit, 20A
1.Features/Construction:
a.Not less than 70" Long
b.Not less than eleven (11) 15A receptacles
c.Integral circuit breaker
d.NEMA 5-20P plug on 6' cord.
e.UL Listed Assembly
f.Provide mounting hardware as necessary to attach to rack interior.
2.Manufacturers. Contractor to coordinate selected strip with rack power receptacles
installed under the work of Division 26.
a.Geist NSVB200-102S20
b.Hubbell PR20820DRTL
c.Leviton P104x series
d.Lowell ACS-2024
e.Midde Atlantic PD-1020C-NS
f.Wiremold Series 7011ULBC20.
g.Chatsworth 12848-705
h.Or equal.
G.Rackmount Power Panel, Horizontal Mount, User Aux device use:
1.Drawing Reference: POWER.
2.Functions/Features:
City of Santa Ana Public Library Renovation
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Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-63
a.Front face of panel shall provide two electrical power outlets and a switch.
An indicator lamp shall show the presence of AC power when on. The front
face of panel shall have a black finish. The rear face shall provide a
minimum of at least four receptacles. The panel shall be racked mounted in
a maximum of two rack units. The panel shall be Code approved and UL
rated for this application.
3.Manufacturers:
a.Hubbell MCCPSS19TS
b.Leviton 4515
c.Geist SP124-1020
d.Or equal.
PART 3 - EXECUTION
3.1 GENERAL
A.Perform the Work of this Section in accordance with acknowledged industry and professional
standards and practices, and the procedures specified herein.
B.Furnish and install (herein, "provide") all materials, devices, components, and equipment
required for complete, operational systems.
3.2 PRECONSTRUCTION PROGRAMMING MEETING
A.Not less than 30 calendar days prior to the scheduled completion of the project, Contractor to
initiate a request of the City's Representative to schedule an Audiovisual Systems
programming meeting.
1.The City's Representative will schedule the meeting at the reasonable mutual
convenience of the Contractor and the City's technical systems representatives.
2.The purpose of the meeting is for the City's Representative to indicate to the
Contractor how the programmable interfaces of the audiovisual systems are to be
implemented, including:
a.Button assignments and labels for physical button panels
b.Touchscreen menu hierarchy, scene arrangement, button and background
colors, text size, logos
c.Whether authorization codes or passwords will be required to access special
functions/menus.
3.Contractor to document the information received from the City's Representatives at
this meeting.
4.Contractor to submit the documentation of the requirements meeting, along with their
proposed response to the City's programming requirements in the form of screen
shots and system menu flow diagrams as required under Section 27 05 00 –
Common Work Results for Communications Audiovisual Systems, 1.4 Submittals.
3.3 WIRING CLASSIFICATION AND RELATED
A.Audio Signal Wiring Classification:
1.Type A-l: Microphone level wiring less than -30 dBμ, 20 Hz to 20 kHz.
2.Type A-2: Line level wiring -30 dBμ to +24 dBμ, 20 Hz to 20 kHz.
3.Type A-3: Loudspeaker level or circuit wiring greater than +24 dBμ, from 20 Hz to 20
kHz.
B.Video and Related Signal Wiring Classification:
1.Type V-1: Baseband and composite video wiring 1 volt peak-to-peak into 75 ohms, 0
to 10.0 MHz.
City of Santa Ana Public Library Renovation
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Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-64 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
2.Type V-2: Synchronization and switching pulse wiring 4 volts peak-to-peak into 75
ohms, 15.62 to 15.75 kHz.
3.Type V-3: Color subcarrier wiring 0 to 4 volts peak-to-peak into 75 ohms, 3.57 to
4.43 MHz.
4.Type V-4: MATV system wiring 0.1 to 1000 uV peak-to-peak into 50 or 75 ohms, 47
to 890 MHz.
C.Control Signal Wiring Classifications:
1.Type C-1: DC control wiring 0 to 50 volts.
2.Type C-2: Synchronous control or data wiring 0 to 40 volts, peak-to-peak.
3.Type C-3: AC control wiring 0 to 48 volts, 60 Hz.
D.Additional Wiring Classifications:
1.Type M-1: DC power wiring 0 to 48 volts.
2.Type M-2: AC power wiring greater than 50 volts, 60 Hz.
E.Wiring Combinations:
1.Except as indicated herein, conduit, wireways and cable bundles shall contain only
wiring of a single classification. The following combinations are acceptable in
conduit, or cable harnesses. Additional acceptable combinations may be indicated
on the Contract Drawings.
a.Types A-1, C-1, and M-1.
b.Types A-2, C-l, C-2, and M-l, runs less than twenty (20) feet.
c.Types A-2, C-1, and M-1.
d.Types A-3, C-1, C-2, and M-1.
e.Types A-2, V-1, and V-3.
f.Types V-1, V-2, V-3, and C-1.
g.Types M-2 and C-3.
3.4 WIRE AND CABLE INSTALLATION
A.Provide permanent identification of run destination at all raceway terminations.
B.All wire and cable shall be continuous and splice-free for the entire length of run between
designated connections or terminations.
C.All shielded cables shall be insulated. Do not permit shields to contact conduit, raceway,
boxes, panels or equipment enclosures.
D.Within buildings, make splices only in designated terminal cabinets and/or on designated
equipment backboards. Outside buildings, make splices only in designated manholes and/or
handholes. Protect splices outside of buildings with splicing kits equivalent to Scotchcast Re-
enterable. Make splices only with connectors or terminal devices specified herein.
Document all splices on Record Drawings.
E.Verify that all raceway has been de-burred and properly joined, coupled, and terminated prior
to installation of cables. Verify that all raceway is clear of foreign matter and substances prior
to installation of wire or cable.
F.Inspect all conduit bends to verify proper radius. Comply with Code for minimum permissible
radius and maximum permissible deformation.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-65
G.Apply a chemically inert lubricant to all wire and cable prior to pulling in conduit. Do not
subject wire and cable to tension greater than that recommended by the manufacturer. Use
multi-spool rollers where cable is pulled in place around bends. Do not pull reverse bends.
H.Provide a box loop for all wire and cable routed through junction boxes or distribution panels.
Provide tool formed thermal expansion loops at cable at manholes, handholes and at both
sides of all fixed mounted equipment. Cable loops and bends shall not be bent at a radius
greater than that recommended by the manufacturer.
I.Secure all wire and cable run vertically for continuous distances greater than thirty (30) feet.
Secure robust non-coaxial cables with screw-flange nylon cable ties or similar devices
appropriate to weight of cable. For all other cables, provide symmetrical conforming
nonmetallic bushings or woven cable grips appropriate to weight of cable.
3.5 SIGNAL POLARITY CONVENTION
A.Maintain consistent absolute signal polarity at all connectors, patch points and connection
points accessible in the system. Comply with AES26-2001.Where applicable, a positive
polarity electrical signal shall yield positive acoustic pressure from the loudspeakers.
B.Audio signal connector convention: Comply with AES 14-1992 (r1998)
Signal Connector Wire
Signal Phase Pin 2 Red or White
Signal Anti-Phase Pin 3 Black
Signal Ground Pin 1 Drain Wire
C.Video and RF/MATV Connector Convention:
Signal Connector Wire
Signal Phase Center Pin Center conductor
Signal Anti-Phase Shell Shield
Signal Ground Shell Shield
3.6 WIRING PRACTICE
A.Land all non-coaxial field wiring entering each equipment rack at specified terminal devices
prior to connection to any equipment or devices within racks. At Contractor's option, such
terminals may be located in the equipment racks or in the terminal cabinets provided.
Coordinate such selection with Project construction sequence and test procedures specified
herein.
B.Identify all wire and cable clearly with permanent labels wrapped about the full circumference
within one (1) inch of each connection. Indicate the number designated on the associated
field or shop drawing or run sheet, as applies. Assign wire or cable designations consistently
throughout a given system. Each wire or cable shall carry the same labeled designation over
its entire run, regardless of intermediate terminations. Conform with the requirements of
Section 27 05 00.
C.Apply all crimp connectors only with manufacturer's recommended ratchet type tooling and
correct crimp dies for connector and wire size. Plier type crimp tooling shall not be
acceptable.
D.Coordinate insulation displacement (quick connect) terminal devices with wire size and type.
Comply with manufacturer's recommendations. Make connections with automatic impact
type tooling set to recommended force.
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-66 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
E.Make all connections to screw-type barrier blocks with insulated crimp-type spade lugs. Lugs
are not required at captive compression terminal type blocks. Provide permanent designation
strips designed for use with the terminal blocks provided. Make neat, intelligible markings
with indelible markers equivalent to "Sharpie".
F.Tin terminated shield drain wires and insulate with heat shrinkable tubing.
G.Use only rosin core 60/40 tin/lead solder for all solder connections.
H.Dress, lace or harness all wire and cable to prevent mechanical stress on electrical
connections. No wire or cable shall be supported by a connection point. Provide service
loops where harnesses of different classes cross, or where hinged panels are to be
interconnected.
I.Termination and buildout resistors and related circuit correction components shall be visible.
Do not install in connector shells or internally modify equipment. Show locations on Record
Drawings.
J.Correct any and all of the following unacceptable wiring conditions:
1.Deformed, brittle or cracked insulation.
2.Insulation shrunken or stripped further than 1/8" away from the actual point of
connection within a connector, or on a punch block.
3.Cold solder joints.
4.Flux joints.
5.Solder splatter.
6.Ungrommeted, unbushed, or uninsulated wire or cable entries.
7.Deformation or improper radius of wire or cable.
3.7 FINISHES
A.Finishes and materials for Contractor fabricated assemblies such as racks, custom control
panels, brackets, blank panels, equipment mounting in furniture or casework, speaker baffles,
speaker grille material and in general any item or component herein which is visible shall
adhere to the following:
1.Finish shall be as directed by the City's Representative.
2.In the event that the City's Representative provides no direction as to finish, finish
shall match exactly the surrounding and adjacent surfaces.
3.Wooden speaker back boxes and baffles shall be painted flat black if not otherwise
finished or stained.
3.8 EQUIPMENT ENCLOSURE (RACK) AND EQUIPMENT FABRICATION
A.Combustible material, other than incidental trim of indicated equipment, is prohibited within
equipment racks.
B.Within each equipment enclosure, provide a full-height multi-circuit ground outlet strip with
branch circuit count as shown on drawings; locate on the left side of the equipment
enclosure, as viewed from the rear. In each enclosure provide number of receptacles
required by present and future equipment indicated on drawings, plus at least two spare
receptacles. Provide flexible steel raceway and junction box for connection of power service.
Bond internal raceway to rack frame.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-67
C.Provide a permanent label on the front of each equipment rack including the rack
designation, and the circuit breaker number and associated electrical distribution panel
designation servicing same.
D.Maintain separation of wiring classifications as specified herein. Separately dress, route and
land microphone and line level cables and related on the right side of the equipment
enclosure, as viewed from the rear; dress, route, and land loudspeaker level and control
cables on the left side of the equipment enclosure, as viewed from the rear.
E.Access shall not require demounting or de-energizing of equipment. Install access covers,
hinged panels, or pull-out drawers to insure complete access to terminals and interior
components.
F.Fasten removable covers containing any wired component with a continuous hinge along one
side, with associated wiring secured and dressed to provide an adequate service loop.
Provide an appropriate stop locks to hold all hinged panels and drawers in a serviceable
position.
G.Provide permanent labels for all equipment and devices. Where possible, fasten such labels
to the rack frame or to blank or vent panels which will remain in place when active equipment
is removed for possible service.
H.At jackfields, provide service loop to permit removal of jackfields from rack sufficient to
conveniently access all jack contacts for routine cleaning and maintenance. Organize the
service loop and harness such that reasonable reconnection of jacks and jack normals is
possible without cutting apart the harness.
I.Coordinate the design and execution of wire harnessing of multi-bay rack ensembles with
conditions of delivery to installation locations at Project Site, and with the requirement herein
for test of the completely wired system in the shop prior to delivery to the Project Site.
Organize the wiring harnesses such that they will fold within one shippable unit without risk of
damage, or provide polarized multipin connectors and related interconnect systems as
specified elsewhere herein.
J.At each equipment backboard, provide UL Listed surge suppressing multi-outlet assembly
with at least six (6) receptacles.
3.9 EQUIPMENT RACK AND EQUIPMENT TESTING AND ADJUSTING PROCEDURES
A.Conduct procedures in fabrication shop. Verify safe and proper operation of all components,
devices, or equipment, establish nominal signal levels within the systems and verify the
absence of extraneous or degrading signals. Make all preliminary adjustments and
document the setting of all controls, parameters of all corrective networks, voltages at key
system interconnection points, gains and losses, as applicable. Submit test report. Request
and coordinate verification of submitted test data by the City's Representative. Correct all
non-conforming conditions prior to shipment to Project Site. Perform at least the following
procedures:
B.Preliminary: Verify:
1.Grounding of devices and equipment. Integrity of signal and electrical system ground
connections.
2.Proper provision of power to devices and equipment.
3.Integrity of all insulation, shield terminations and connections.
4.Integrity of soldered connections. Absence of solder splatter, solder bridges.
5.Absence of debris of any kind, tools, etc.
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-68 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
6.Routing and dressing of wire and cable.
7.All wiring, including polarity and continuity, including conformance with wire
designations on running sheets, field and shop drawings.
8.Mechanical integrity of all support provisions.
C.Rig temporary power and grounding. Comply with all applicable Codes, regulations and
ordinances.
D.Determine the proper sequence of energizing systems to minimize the risk of damage.
Energize. Burn in for at least 168 hours.
E.Sound Systems:
1.Gain control settings: Establish tentative normal settings for all gain controls. Set all
equalizers flat. Set all automatic gain control devices to bypass. Terminate power
amplifier outputs with power load resistors with resistance value within 10% the
nominal output impedance of the respective amplifier. Adjust all gain controls on
equipment for optimum signal-to-noise ratio and signal balance and, unless they are
sub-panel mounted, cap them to prevent tampering. Unless specified or directed
otherwise, adjust gains such that in a given system the "front end" operates at unity
gain and maintains 10 dB of clip margin referenced to the first onset of clipping of the
associated power amplifier(s). Measure and document system gains at 1 kHz.
Settings may require further adjustment by the Contractor, a result of testing by the
City's Representative.
2.Freedom from parasitic oscillation and radio frequency pickup: Maintain previous
setup. Set up for each mode of operation specified in the functional requirements;
verify that all systems are free from spurious oscillation and radio-frequency pickup
using broadband oscilloscope. Correct any such defects.
3.Hum and noise level/signal to noise level/signal to crosstalk level: Maintain previous
setup. Terminate microphone and line-level inputs with shielded resistors of 150 and
600 ohms, respectively. Set available variable gain controls such that full power
amplifier output would be achieved with -40 dBm input level at a microphone input
and +12 dBm at a line-level input. Measure and document the specified parameters
of the system overall for each microphone input channel and line-level input channel.
Compare with nominal signal level.
4.Total Harmonic Distortion: Maintain previous setup. Measure at reference operating
level at least at 63 Hz, 125 Hz, 1 kHz, 10 kHz.
F.Baseband Video Systems:
1.Picture Monitors:
a.Apply crosshatch. Verify linearity.
b.Apply red field. Adjust purity.
c.Apply SMPTE bars and PLUGE. Adjust to standards.
2.Video Path Test: Use manufacturer's procedures. Use full field or line signals.
G.Data/Graphics Systems:
1.Projector:
a.Apply crosshatch. Converge at design distance. Verify linearity.
b.Apply red, green and blue field. Adjust purity.
2.Wideband Component Analog Video Path Test: Use manufacturer's procedures.
H.Control System:
1.Demonstrate complete operation.
3.10 PROJECTION SCREEN INSTALLATION
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-69
A.Inspection
1.General: Examine surfaces and rough framing to determine suitability to install
screen and mount. Do not start work until unsatisfactory conditions are corrected.
B.Installation
1.Install screen and projector mount horizontal and plumb for proper operation per
manufacturer's recommendations. Securely anchor to supporting structure to
withstand all loading conditions and strain of service.
C.Adjustment
1.Adjust units as required for smooth operation and alignment as required.
2.Just prior to final acceptance of project, clean the screen surface according to the
manufacturer's instructions.
3.Protect completed work from damage until acceptance by the City's Representative.
3.11 LOUDSPEAKER ASSEMBLY INSTALLATION
A.Loudspeakers:
1.Verify proper installation of loudspeaker enclosures and related support.
2.Verify that no loudspeaker assembly is subjected to stresses or loading effects in any
way contributing to possible extraordinary failure.
3.12 VIDEO PROJECTOR ASSEMBLY INSTALLATION
A.Design, engineer and provide complete, all means of support, suspension, attachment,
fastening, bracing, and restraint (hereinafter "support") of such equipment. Provide
engineering of such support by parties licensed to perform work of this type in the Project
jurisdiction. Submit in timely manner.
B.Comply with applicable Code and the requirements of the Authorities having jurisdiction.
C.Provide safety factor greater than six (6) or as required by Code, whichever is greater.
D.Mountings shall:
1.Permit projector lens to align with top of projection screen.
2.Permit Video Projector to be re-oriented at least plus or minus 3o from angles shown
on the Contract Drawings for optimum picture.
3.Maintain precise location and orientation of Video Projector after such adjustment
when subject to normal building motion and Code defined seismic induced building
motion.
E.Do not apply any load to building structure without first obtaining written approval of the City’s
Representative. Obtain per Project procedures.
F.During Acceptance Testing, adjust orientation of Video Projector as directed to achieve
optimum picture. Provide workers and ladders as required. Perform such adjustment with no
claim for additional cost or time.
3.13 PERMANENTLY INSTALLED MICROPHONES
A.General
1.Orient generally as shown in the plans with respect to area of intended pickup.
B.Ceiling Mount Microphones
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-70 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
1.Review indicated mounting location in the field prior to installation. Verify that
location is not associated with excessive levels of vibration or background noise (due
to HVAC, Projector fans and loudspeakers installed under the work of this or other
projects, audible occupancy sensors. Report such conditions to the City's
Representative and obtain direction prior to proceeding.
2.Coordinate installation location of boundary microphones with final floor plan for
maximum uniformity of coverage, and maintainance of unobstructed line-of-site
between the projector(s) and the screen(s).
3.14 PERMANENTLY INSTALLED PROGRAM AUDIO SPEAKERS
A.At projection screen conditions,
1.Coordinate the installation location with the projector screen to maintain symmetry.
2.Place speakers indicated for mounting at underside of ceiling oriented to place their
long dimension parallel to the ceiling plane.
B.Provide resilient mounting vibration isolation at all wall and roof deck supported loudspeakers
to minimize coupling of program audio sound into other building spaces. This requirement
does not apply to ceiling supported distributed ceiling speakers.
C.Dress cabling neatly and out of side of audience.
D.Orient on adjustable speaker mounts for maximum uniformity of coverage for audience area
and maximum gain before feedback at presenter microphones.
3.15 SYSTEMS PERFORMANCE TESTING AND ADJUSTING PROCEDURES
A.Upon completion of the installation of all equipment in an area, perform the following tests
and record results. Verify safe and proper operation of all components, devices, or
equipment, establish nominal signal levels within the systems and verify the absence of
extraneous or degrading signals. Make all preliminary adjustments and document the setting
of all controls, parameters of all corrective networks, voltages at key system interconnection
points, gains and losses, as applicable. Submit test report. Correct all non-conforming
conditions prior to requesting Acceptance Review and Testing. Perform at least the following
procedures:
1.Mechanical: Verify:
a.Integrity of all support provisions.
b.Absence of debris of any kind, tools, etc.
2.Power and Isolated Ground: Verify:
a.Isolation of Isolated Ground system from raceway and related ground.
b.Grounding of devices and equipment. Integrity of signal and technical power
system ground connections.
c.Proper provision of power to devices and equipment.
3.Signal Wiring: Verify:
a.Integrity of all insulation, shield terminations and connections.
b.Integrity of soldered connections. Absence of solder splatter, solder bridges.
c.Routing and dressing of wire and cable.
d.Continuity, including conformance with wire designations on running sheets,
field and shop drawings.
e.Absence of ground faults.
f.Polarity.
4.Use the proper sequence of energizing systems to minimize the risk of damage.
Energize.
5.Sound Systems, Electronic Tests; confirm:
a.Gain at 1 kHz.
City of Santa Ana Public Library Renovation
Group 4 Architecture Research + Planning, Inc.Smith, Fause & McDonald Inc.
Group 4 Project No. 22575-01 Conform Set – August 2, 2024Bid Set Addendum-03 – June 05
INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT SECTION 27 4116-71
b.Maximum output.
c.Input clipping level.
d.Frequency response.
e.Total harmonic distortion.
f.Signal to noise ration.
g.Signal to crosstalk ratio.
6.Electro/Acoustic Tests:
a.Uniformity of coverage.
b.Electronic and acoustic frequency response/one-third octave equalization.
Measure at ear level. Comply with applicable portions of ANSI (SMPTE)
PH22.202M-1984, "B chain electro-acoustic response - control rooms and
indoor theaters." Adjust to "curve X of B chain characteristic". City's
Representative will direct final adjustment.
c.Maximum continuous sound pressure level (in the reverberant field). Drive
systems with broadband pink noise. Sustain for at least five (5) minutes with
no system damage. Measure for "A" and "C" weightings at ear level on
loudspeaker axis. Turn off noise.
d.Acoustic signal-to-noise ratio referenced to the specified maximum
continuous sound pressure level in the reverberant field. Measure for "A"
and "C" weightings at ear level on loudspeaker axis with mechanical systems
operating. Present comparison with previous measurement.
7.Video Systems:
a.Picture Monitors:
1)Apply crosshatch. Verify linearity.
2)Apply red field. Adjust purity.
3)Apply SMPTE bars and PLUGE. Adjust to standards.
b.Video Path Test: Use NTC Report No. 7 procedures. Use full field or line
signals.
1)Insertion Gain.
2)Gain/Frequency Distortion.
8.Control System: Demonstrate complete operation.
3.16 LABELING
A.Conform with the requirements of Section 27 0553 – Identification for Communications
Systems.
B.Provide permanent "wedge" type labels on all controls, as applies, to indicate correct settings
after systems performance testing and adjustment procedures have been successfully
completed.
END OF SECTION
City of Santa Ana Public Library Renovation
Smith, Fause & McDonald Inc.Group 4 Architecture Research + Planning, Inc.
Conform SetASI #026 – August 72, 20254 Group 4 Project No. 22575-01
SECTION 27 4116-72 INTEGRATED AUDIOVISUAL SYSTEMS AND EQUIPMENT
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