HomeMy WebLinkAbout800 W Santa Ana Blvd - PlanALIGN ADJACENT FINISH SURFACES
CENTERLINE DESIGNATION
FINISH CODE - REF. LEGEND THIS SHEETP1
CARPET
C1 - TO BE DETERMINED
BASE
B1 - TO BE DETERMINED
QUARTZ
Q1 - TO BE DETERMINED
PLASTIC LAMINATE
PL1 - WILSONART HIGH PRESSURE LAMINATE; COLOR: FAWN CYPRESS #8208K-16
PL2 - WILSONART HIGH PRESSURE LAMINATE; COLOR: WHITE
PAINT
P1 - FIELD; TO BE DETERMINED
P2 - ACCENT; TO BE DETERMINED
WOOD STAIN
ST1 - TO BE DETERMINED
CEILING TILES
CT1 - TO MATCH (E)
PL1
Q1
B1
B
A10.1
2'
-
1
0
"
P1
PL1 PL2
TYP.
B
A10.1
D
A10.1
Q1
PL1
Q1
PL1
PL1
Q1
C
A10.1
F
A6.1
B1B1
Q1
PL2
PL2
B1
REMOVABLE WIRING
ACCESS PANEL
QUARTZ COUNTER TOP
4"
2'
-
0
"
4"
1' - 11 1/2"10"
3' - 3"
2'
-
1
0
"
4"4"
1'
-
4
"
O
P
E
N
I
N
G
OPEN CHASE
1/4" RADIUS, TYP. OF ALL EDGES
3/4" PLYWOOD ov/ 2x6 D.F.
STUDS, EA. SIDE
B1
PL1
B1
PL1
Q1
RUBBER BASE
RUBBER BASE
TELLERS BRANCH
2 1/2" DIA. STAINLESS STEEL GROMMET -
REF. NOTATION PLAN FOR LOCATIONS
FINISH FLOOR
PL1
REMOVABLE WIRING
ACCESS PANEL
QUARTZ COUNTER TOP
4"
2'
-
3
"
4"
3'
-
5
"
4"
1'
-
7
"
O
P
E
N
I
N
G
OPEN CHASE
1/4" RADIUS, TYP.
OF ALL EXPOSED
QUARTZ EDGES
3/4" PLYWOOD ov/
2x6 D.F. STUDS,
EA. SIDE
B1
PL1
B1
PL1
Q1
RUBBER BASE
RUBBER BASE
TELLERS BRANCH
2 1/2" DIA. STAINLESS
STEEL GROMMET -
REF. NOTATION PLAN
FOR LOCATIONS
FINISH FLOOR
3'
-
1
1
"
4"
2"
4"
EQ EQ
1' - 11 1/2"9 1/2"
PL1
Q1 PL1
PL1
PL1
Q1
B1
P1
PL1
Q1
PL1
PL1PL1PL1
PL1 PL1
B1 B1
PL1PL1
1' - 3" B1 1' - 3"
1" OVERHANG 1" OVERHANG
1" OVERHANG
05.02
05.02
PL1
PL1
PL1 PL1
Q1 Q1 Q1
B1 B1 B1
QUARTZ COUNTER TOP
3'
-
5
"
4"
OPEN CHASE
1/4" RADIUS, TYP.
OF ALL EXPOSED
QUARTZ EDGES
3/4" PLYWOOD ov/ 2x6
D.F. STUDS, EA. SIDE
PL1
Q1
TELLERS BRANCH
3'
-
1
1
"
4"
2"
4"
EQ EQ
1' - 11 1/2" 9 1/2"
Q1 PL1
2x6 BLOCKING w/
#14 x 2-1/2" WD. SCREWS
@ 8" O.C. (TYP.) ,
PLUS ONE #14 SCREW
@ EA. CORNER -
TYP. @ ALL CORNERS
1 3/4" LEG STAPLE
@ 8" O.C.
2x OR 3/4" PLYWOOD
#14 x 3-1/2" FLAT HEAD
WD. SCREWS AT 16" O.C.
CONT 2x4 w/
1/4" WEDGE ANCHORS
@ 24" O.C.
DRAWER
BASE CABINET
ADJUSTABLE
SHELVES -TYP.
3"
4"
1' - 10"
QUARTZ COUNTER TOP
4"4"
4'
-
7
"
1/4" RADIUS, TYP.
OF ALL EXPOSED
QUARTZ EDGES
3/4" PLYWOOD ov/
2x6 D.F. STUDS,
EA. SIDE
B1
PL2
B1
Q1
RUBBER BASE
RUBBER BASE
TELLERS BRANCH
FINISH FLOOR
PL1
PL1
4"
4"
2' - 5 1/2" 4"
3' - 3"
PRODUCT & MATERIAL REQUIREMENTS
FOR INDOOR POLLUTANT CONTROL
1. ALL MATERIALS, ADHESIVES, COATINGS, AND SEALANTS SHALL COMPLY WITH V.O.C.
LIMITATIONS SET FORTH BY THE LOCAL AIR POLLUTION CONTROL DISTRICT OR
CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 11 (CALGREEN BUILDING
STANDARDS), WHICHEVER IS MORE RESTRICTIVE.
2. ALL CARPET MATERIALS SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF
THE CARPET & RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM OR EQUIVALENT
CRITERIA SET FORTH IN CALIFORNIA CALGREEN BUILDING STANDARDS.
3. A MINIMUM OF 50% OF RESILIENT FLOORING SHALL COMPLY WITH THE V.O.C. EMISSION
LIMITS DEFINED IN 2009 COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS)
CRITERIA AND LISTED ON ITS LOW-EMITTING MATERIALS LIST OR CERTIFIED UNDER THE
RESILIENT FLOOR COVERING INSTITUTE FLOORSCORE PROGRAM.
4. ALL HARDWOOD COMPOSITE WOOD PRODUCTS (PLYWOOD, PARTICLEBOARD, AND
MEDIUM DENSITY FIBERBOARD) SHALL MEET THE MAXIMUM FORMALDEHYDE EMISSIONS
LIMITATIONS AS SPECIFIED IN ARB’S AIR TOXIC CONTROL MEASURE FOR COMPOSITE
WOOD (17 CCR 93120 ET SEQ.) BY THE DATES SPECIFIED IN THOSE SECTIONS.
5. ARCHITECT HAS MADE EVERY REASONABLE ATTEMPT TO CONFIRM THAT PRODUCTS
SPECIFIED IN THESE DOCUMENTS COMPLY WITH ABOVE-LISTED REQUIREMENTS. IT IS
THE RESPONSIBILITY OF THE SUBCONTRACTOR, VENDOR, AND/OR MANUFACTURER TO
NOTIFY THE ARCHITECT THROUGH THE GENERAL CONTRACTOR OF ANY NON -COMPLIANT
PRODUCT OR MATERIAL SPECIFIED BY THE ARCHITECT PRIOR TO BID DUE DATE.
6. CONTRACTOR SHALL PROVIDE PRODUCT/MATERIAL COMPLIANCE DOCUMENTATION WITH
SUBMITTAL DOCUMENTS AS REQUIRED BY SPECIFICATION SECTION
013323. CONTRACTOR SHALL SUBMIT COMPLIANCE DOCUMENTATION TO THE
JURISDICTION HAVING AUTHORITY UPON ACCEPTANCE BY ARCHITECT.
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ROFIEFAOT
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NO. C 30857
REN. 3−31−23ATS
ICE
L
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ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:06 AM
A10.1
CASEWORK ELEVATIONS +
DETAILS
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
LEGEND
FINISHES LEGEND
3/8" = 1'-0" 3 STANDING COUNTER FROM LOBBY
3/8" = 1'-0"1 ACCESSIBLE COUNTER FROM LOBBY
1 1/2" = 1'-0"C ACCESSIBLE TELLER COUNTER
1 1/2" = 1'-0"B STANDING TELLER COUNTER
3/8" = 1'-0"4 STANDING COUNTER FROM TELLERS
3/8" = 1'-0"2 ACCESSIBLE COUNTER FROM TELLERS
1 1/2" = 1'-0" A STANDING TELLER COUNTER w/ CABINET
1 1/2" = 1'-0"D TELLER COUNTER @ TCR
KEYNOTES
05.02 CASH DRAWER TO BE OWNER PROVIDED, CONTRACTOR
INSTALLED
NO. NAME FLOOR BASE WALL CEILING COMMENTS
100 OPEN OFFICE C1 B1 P1 CT1
101 BRANCH C1 B1 P1 CT1
102 OFFICE C1 B1 P1 CT1
103 TELLERS C1 B1 P1 / PL1 / PL2 CT1
ROOM FINISH SCHEDULE
800 W Santa Ana
Blvd. - 10111445404/06/23
ACCESSIBLE PEDESTRIAN ROUTE:
MIN. WIDTH = 48"
MAX. SURFACE SLOPES:
CROSS SLOPE = 1:48" MAX.
SLOPE IN DIRECTION OF TRAVEL = 1:20 MAX.
RUNNING SLOPE ON RAMPS AND CURB RAMPS = 1:12 MAX.
NO VERTICAL OFFSETS IN EXCESS OF 1/4"
W
E
S
T
S
A
N
T
A
A
N
A
B
O
U
L
E
V
A
R
D
W
E
S
T
3
R
D
S
T
R
E
E
T
EXISTING BUILDING
(AREA OF WORK)
EXISTING ACCESSIBLE PARKING TO REMAIN
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
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ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:03 AM
A1.1
SITE PLAN
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
LEGEND
1/4" = 1'-0"
SITE PLAN
NOT TO SCALEPROJECT
NORTH
TRUE
NORTH
Bldg permit #101114454 - Bldg Approved by A. So on 4/6/23
Planning approved on 4/6/23 by F. Arias - No Insp. Req'd
PW approved on 4/6/23 by B. Sarlak - No Insp. Req'd
Elect permit #20179247 - No p/c req'd
Permit issued on 4/6/23
800 W Santa Ana
Blvd. - 10111445404/06/23
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
VAULT
104
DATA
105
ELEC.
106
TOILET
108
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
TOILET
107
AL
I
G
N
MIN.
3' - 0"
1
1
'
-
9
"
1
4
'
-
1
0
"
BRANCH
101
TELLERS
103 OFFICE
102
6'
-
0
"
5'
-
1
0
"
5
1
/
2
"
COUNTERS SHOWN
DASHED FOR CLARITY
8' - 3 1/2" 5' - 0 1/2"
2' - 1 1/2"
4' - 9"
2' - 3"
14' - 4"
1
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
BRANCH
101
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
101.2
OPEN OFFICE
118
1
1
1
4
TOILET
108
TOILET
107
06.01
06.01
06.01
06.01
06.01
06.01
06.01
103.2
102.1
103.1
101.1
100.1
101.3
1
1
1
TELLERS
103
OFFICE
102
1
5
3
1
6 5
53 3
6
05.01
5
4
7
2 2
05.01
+41"+41"+3
4
"
1
1
1
1. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF EXISTING
FINISH, U.O.N.
2. SCHEDULED DETAILS REFER TO DETAILS ON SHEET A6.1, U.O.N.
3. REFER TO SHEET FOR POSTED SIGNAGE
4. INTERIOR SHEAR PLY NOT INDICATED -COORDINATE LOCATIONS w/
STRUCTURAL DRAWINGS
5. PROVIDE MOISTURE-RESISTANT GYP. BD. AT ALL WET LOCATIONS
AND/OR TO RECEIVE WALL TILE -REFER TO SHEET A10.1
6. FOR ALL EXISTING SURFACES DISTURBED BY THE NEW
CONSTRUCTION: PATCH, REPAIR, AND REFINISH TO MATCH. UPON
COMPLETION OF THE PROJECT, THERE SHALL BE NO VISUAL
DIFFERENCE BETWEEN THE NEW WORK AND EXISTING CONDITIONS.
7. REFER TO DETAIL FOR CONC. SLAB REPAIR
8. PARALLEL WHEELCHAIR APPROACH @ COUNTER
T3.1
G / A6.1
1
INTERIOR WALL TYPE - REF. SCHEDULE THIS SHEET
101.1 DOOR NUMBER -REF. A8.1 FOR SCHEDULE
GLAZED FRAME NUMBER - REF. A8.1 FOR SCHEDULE
CABINET ELEVATION - REF. A11.11
1
EXISTING WALL TO REMAIN
NEW WALL - SEE C / A6.1
1
ALIGN ADJACENT FINISH SURFACES
CENTERLINE DESIGNATION
1
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 10:04:21 AM
A2.1
FLOOR PLANS
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/8" = 1'-0"
DIMENSION PLAN
1/8" = 1'-0"
NOTATION PLAN
GENERAL NOTES
NO. CORE INSUL. WALLBD. EXTENT
DETAILS
HEAD SILL
1 2x4 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD.
BOTH SIDES
CORE, INSUL. &
WALLBD. TO 6" ABOVE
FINISH CEILING
D E
2 2x4 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
2'-10" A.F.F.
- F, SIM.
3 2x4 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
4'-7" A.F.F.
- F, SIM.
4 2x6 D.F. STUDS
@ 16" O.C.
- 5/8" GYP. BD.
BOTH SIDES
CORE & WALLBD. TO 6"
ABOVE FINISH CEILING
D, SIM. E, SIM.
5 2x6 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
2'-10" A.F.F.
C / A11.1 F
6 2x6 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
3'-5" A.F.F.
A & B / A11.1 F
7 2x6 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
4'-7" A.F.F.
D / A11.1 F
KEYNOTES
05.01 2½" DIA. STAINLESS STEEL GROMMET
06.01 PATCH & REPAIR GYP. BD. AS REQ'D FROM DEMOLITION
LEGEND
INTERIOR WALL SCHEDULE
800 W Santa Ana
Blvd. - 10111445404/06/23
4x6 BLOCKING -TOE NAIL w/ (4) 10d NAILS
2x WOOD STUDS
FOR GRAB BARS / WALL HUNG LAVS / ITEMS NOT NOTED.
MOUNT USING #14 SELF-TAPPING S.M.S.
TYPE C
FOR TOILET ACCESSORIES EXCLUDING GRAB BARS.
MOUNT USING #10 WOOD SCREWS.
TYPE A
2x WOOD STUDS
6" x 16 GA STEEL PLATE SECURE TO STUDS
w/ (2) #10 x 1/2" S.M.S.
LENGTH AS REQ'D
TO SUPPORT ITEM
2x WOOD STUDS
2x6 BLOCKING - TOE NAIL w/ (4) 10d NAILS
TYPE B
FOR MED. GAS PANELS / BASE CABINETS / WALL GUARDS /
WALL HUNG CABINETS / WALL HUNG EQUIP. MOUNT USING
#12 WOOD SCREWS.
STD. STUD
SPAC
I
N
G
STD. STUD SPAC
I
N
G
STD. STUD
SPAC
ING
LENGTH AS REQ'D
TO SUPPORT ITEM
LENGTH AS REQ'D
TO SUPPORT ITEM
SOUND ATTENUATION BATTS
5/8" GYPSUM BOARD
2x4 D.F. STUDS
5/8" GYPSUM BOARD
2x PRESSURE-TREATED SILL
PLATE w/ POWDER-DRIVEN
ANCHORS @ 32" O.C.
(E) SLAB ON GRADE
2x4 D.F. ANGLED
DIAGONAL BRACING @
48" O.C. -ALTERNATE
DIRECTION. DECK
ATTACHMENT REFER TO
TRACK w/ (2) #8
SCREWS @ EA. STUD
2x BLOCKING TYP. @ CEILING
6"
M
I
N
.
16 GA. x 1½" x 1½" x 3"
LONG CLIP ANGLE w/
(2) #8 SCREWS EA. TO
BRACE & TRACK
WALL, PER SCHEDULE
C
A6.1
1' - 6" MAX.
4"
EQ
EQ
EMBED
4"
COMPACTED
TRENCH MATERIALS
COMPACTED SAND OR
CLASS II AGGREGATE BASE
(CONCRETE FILL OPTIONAL)
SAWCUT (E) SLAB
#4 DOWEL @ 24" O.C. EACH SIDE
(N) 3000 PSI CONC. FILL
CLEAN CUT SURFACE -APPLY
CONC. BONDING AGENT - TYP.
4"
FIRECAULK
ALL CONDUIT
PENETRATIONS
5/8" TYPE 'X'
GYPSUM BOARD
WALL,
PER SCHEDULE
2x BLOCKING
ALL AROUND
2x BLOCKING
2 1/2"
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
4' -0"
MAX. A.F.F.
PROVIDE 2x4 BLKG.
BETWEEN TRUSS AS
REQUIRED
2x4 D.F. @ 48" O.C. ANGLE
BRACING- ALTERNATE DIRECTION
SUSPENDED ACOUSTICAL CEILING
WALL, PER PLAN
D
A6.1
E
A6.1
1
1
QUARTZ COUNTER TOP
3/4" PLYWOOD
1/4" RADIUS, TYP.
3/4" PLYWOOD EA. SIDE
BASE
2x6 D.F. STUDS @ 16" O.C.
2x BLOCKING
4"
VA
R
I
E
S
-
R
E
F
.
W
A
L
L
S
C
H
E
D
U
L
E
11 1/2"
PLASTIC LAMINATE EA. SIDE PL1
B1
Q1
2x PRESSURE-TREATED SILL
PLATE w/ POWDER-DRIVEN
ANCHORS @ 32" O.C.
(E) SLAB ON GRADE
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:04 AM
A6.1
DETAILS
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/4" = 1'-0"A TYP. BACKING PLATES
3" = 1'-0" E WALL BASE
3" = 1'-0"D TOP OF WALL @ BRACING
1 1/2" = 1'-0" G CONC. SLAB REPAIR
3" = 1'-0"B TYP. FIRE EXTINGUISHER CABINET
1/2" = 1'-0"C WOOD STUD BRACES, NON-BEARING WALL
1 1/2" = 1'-0" F LOW WALL
800 W Santa Ana
Blvd. - 10111445404/06/23
1. MAXIMUM VERTICAL OFFSET AT DOOR THRESHOLD SHALL BE 1/4"
VERTICAL OR 1/2" IF BEVELED - REFER TO THRESHOLD DETAIL(S).
2. ALL DOORS THAT ARE PART OF THE MEANS OF EGRESS SHALL BE
EQUIPPED WITH HARDWARE THAT OPENS THE DOOR FROM THE
INTERIOR WITHOUT SPECIAL KNOWLEDGE, EFFORT, OR A KEY.
3. MAXIMUM DOOR OPENING EFFORT SHALL BE 5# AT NON-RATED DOORS
AND 15# AT FIRE RATED DOORS.
4. SEE SPECIFICATIONS FOR DOOR HARDWARE SETS AND PRODUCTS.
5. ALL GLASS IN DOOR PANELS TO BE TEMPERED.
6. REFER TO SHEET A10.1 FOR FINISH CODE LEGEND
7. SCHEDULED DETAILS REFER TO DETAILS ON THIS SHEET U.O.N.
8. OPERATING HARDWARE FOR LOCKSETS/LATCHSETS SHALL BE LEVER
TYPE:
FACE
O
F
DOO
R
MA
X
.
1/2
"
MOUNTING
HEIGHT PER
SHEET T3.1
NOTE:
1. LEVER ON EGRESS SIDE SHALL PROVIDE
FREE OPERATION w/o USE OF KEY
2. SEE SPECS FOR LEVER TYPE AND
LOCKSET FUNCTION
HE
I
G
H
T
WIDTH
HE
I
G
H
T
WIDTH
HE
I
G
H
T
WIDTH
1
0
"
M
I
N
.
FG FULL GLASS G GATEF FLUSH
G1 - 1/4" CLEAR SINGLE-PANE GLASS
T - DENOTES TEMPERED GLASS AT
HAZARDOUS LOCATIONS
WALL, PER PLAN
HEADER
CAULK EA. SIDE
PREFINISHED KNOCK-
DOWN FRAME -
CONTRACTOR TO
VERIFY FRAME WIDTH
AT EACH DOOR
DOOR PER SCHEDULE
WALL, PER PLAN
CAULK EA. SIDE
PREFINISHED KNOCK-
DOWN FRAME -
CONTRACTOR TO
VERIFY FRAME WIDTH
AT EACH DOOR
DOOR PER SCHEDULE
WALL, PER SCHEDULE
HEADER
CAULK EA. SIDE
PREFINISHED KNOCK-
DOWN FRAME -
CONTRACTOR TO
VERIFY FRAME WIDTH
AT EACH DOOR
GLAZING PER SCHEDULE
FIN. FLR.
A
SI
L
L
H
T
.
HE
I
G
H
T
WIDTH
WALL, PER SCHEDULE
CAULK EA. SIDE
PREFINISHED KNOCK-
DOWN FRAME -
CONTRACTOR TO
VERIFY FRAME WIDTH
AT EACH DOOR
GLAZING PER SCHEDULE
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:04 AM
A8.1
DOOR SCHEDULE
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
GENERAL NOTES
NO.
SIZE PANEL FRAME DETAILS
WIDTH HEIGHT TYPE THK MATERIAL FINISH COLOR MATERIAL FINISH COLOR HD JB JB
101.2 3' - 0" 6' - 8" F 1 3/4" H.M. PAINT ALUM. ANODIZED CLEAR A B B
102.1 3' - 0" 6' - 8" FG 1 3/4" H.M. PAINT ALUM. ANODIZED CLEAR A B B
103.1 3' - 0" 2' - 10" G 1 3/4" H.M. PAINT ALUM. ANODIZED CLEAR - B B
103.2 3' - 0" 6' - 8" F 1 3/4" H.M. PAINT ALUM. ANODIZED CLEAR A B B
DOOR PANEL TYPES
GLAZING LEGEND
DOOR SCHEDULE
3" = 1'-0"A INT. ALUM. DOOR HEAD
3" = 1'-0"B INT. ALUM. DOOR JAMB
3" = 1'-0" C ALUM. SF. INT. HEAD
NO.
SIZE ELEV.
TYPE GLAZING
SILL
HT. OPERATION
FRAME DETAILS
WIDTH HEIGHT MATERIAL FINISH COLOR HD JB JB SILL
1 6' - 0" 4' - 0" A G1 2' - 10" FIXED ALUM. ANODIZED CLEAR C D, SIM. D, SIM. D
GLAZING SCHEDULE
GLAZED FRAME TYPES
3" = 1'-0" D ALUM. SF. SILL
800 W Santa Ana
Blvd. - 10111445404/06/23
24" x 24" SUSPENDED T. BAR GRID
w/ LAY-IN CEILING TILE
LIGHT FIXTURE -REF. ELECTRICAL DWGS.
12' - 0" CEILING HEIGHT ABOVE FINISH FLOOR LEVEL
ILLUMINATED EXIT SIGN -REF. ELECTRICAL DWGS.
1. LATERAL FORCE BRACING REQUIRED FOR SUSPENDED CEILING
SYSTEMS LARGER THAN 1,000 S.F. -REFER TO
2. ELECTRICAL FIXTURES SHOWN FOR COORDINATION PURPOSES
ONLY. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION.
D / A9.2
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
TOILET
108
TOILET
107
09.01
BRANCH
101
TELLERS
103
OFFICE
102
09.01
09.02
09.01
L
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NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
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MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:05 AM
A9.1
REFLECTED CEILING PLAN
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
LEGEND
GENERAL NOTES
1/8" = 1'-0"
REFLECTED CEILING PLAN
KEYNOTES
09.01 (E) T-BAR GRID TO REMAIN
09.02 INFILL T-BAR GRID & TILES @ (E) SOFFIT
800 W Santa Ana
Blvd. - 10111445404/06/23
ATTACHED END
UNATTACHED END
AT
T
A
C
H
E
D
E
N
D
UN
A
T
T
A
C
H
E
D
E
N
D
LATERAL FORCE BRACING
@ 12'-0" O.C. MAX. EA. WAY
WHERE REQUIREDTYP.
TYP.
TYP.
D
A9.2
B
A9.2
C
A9.2
#12 GA. HANGER WIRE @ 48" O.C.
w/ A MIN. OF (3) TIGHT TURNS IN
1-1/2" ATTACHMENT.
SEISMIC
CLIP
MAIN BEAM OR
CROSS RUNNER
8" MAX.
7/8"
WALL ANGLE:
DO NOT USE POP RIVETS TO
ATTACH RUNNER TO ANGLE
SCREW FASTENED PER ICC-ES REPORT &
MANUFACTURER'S INSTRUCTIONS -
ARMSTRONG BERC-2: ICC-ES ESR-1308
CHICAGO METALLIC 1496 CLIP: ICC-ES ESR-2282
USG/DONN ASM7 CLIP: ICC-ES ESR-1222
NOTE: SUSPENDED CEILING GRID
SHALL BE RATED 'HEAVY DUTY'
#12 GA. HANGER WIRE @ 48" O.C.
w/ A MIN. OF (3) TIGHT TURNS IN
1-1/2" ATTACHMENT.
SEISMIC
CLIP
MAIN BEAM OR
CROSS RUNNER
8" MAX.
7/8"3/4"
MIN. CLEARANCE
BETWEEN RUNNER
AND WALL
WALL ANGLE
NOTE: SUSPENDED CEILING GRID
SHALL BE RATED 'HEAVY DUTY'
#12 GA. HANGER WIRE @ 48" O.C.
SADDLE-TIED w/ A MIN. OF (3) TIGHT
TURNS IN 1-1/2" ATTACHMENT.
1-1/2" COLD-ROLLED CHANNEL @ 48" O.C.
OR APPROVED MANUFACTURED T-BAR
SUSPENDED CEILING SYSTEM.
FURRING CLIPS
FURRING CHANNELS @ 16" O.C. -
12" O.C. MAX w/ 5/8" WATER-
RESISTANT GYP. BD.
5/8" SUSPENDED GYP. BD. CEILING
WALL ANGLE
GYP. BD., PER PLAN AND SCHEDULE
8" MAX.
5/8" MAX.
5/16" DIAM. DRILL-IN ANCHOR
CEILING CLIP ASSEMBLY -
BEND TO ALIGN w/ WIRE -
HILTI X-CC C27 CLIP -
INSTALL PER ICC-ES ESR-2184
4 TIGHT TURNS IN 1-1/2"
12 GA. SPLAYED SEISMIC
BRACING WIREMAX.
1 1/2
"
NOTES:
1. LOAD TEST 1 OUT OF 2 INSTALLED WIRE/ANCHOR ASSEMBLIES FOR
440 LBS. IN TENSION IN DIRECTION OF WIRE
2. REUSE OF (E) SPLAYED BRACING WIRES: ALL (E) BRACE WIRES
MUST BE FIELD TESTED TO 440 POUNDS IN TENSION. THE GAGE
AND SPACING OF WIRES MUST COMPLY WITH CURRENT
APPLICABLE CODES.
PROVIDE 2x4 BLKG.
BETWEEN TRUSS AS
REQUIRED
1
5
/
8
"
1-1/8" MAX.
ANCHOR -1-1/8" MIN.
EMBEDMENT
CEILING CLIP ASSEMBLY -
HILTI X-CC C27 CLIP -
INSTALL PER ICC-ES ESR-2184
3 TIGHT TURNS IN 1-1/2"
12 GA. VERTICAL HANGER WIRE
LOAD TEST 1 OUT OF 10 INSTALLED
WIRE/ANCHOR ASSEMBLIES FOR
200 LBS. IN TENSION
NOTE:
REUSE OF (E) VERTICAL HANGER WIRES: ALL (E) HANGER WIRES MUST
BE FIELD TESTED TO 200 POUNDS IN TENSION. THE GAGE AND SPACING
OF WIRES MUST COMPLY WITH CURRENT APPLICABLE CODES.
MA
X.
1 1/2"
2 1/2"
PROVIDE 2x4 BLKG.
BETWEEN TRUSS AS
REQUIRED
1
1
/
8
"
CUT MTL. STUD
FLANGES &
BEND STUD
2-1/2" MTL. STUD
COMPRESSION
POST
3" MIN.
WEB SIDE
OF STRUT
BOTTOM OF
ROOF FRAMING
MIN. (2)
#10 S.M.S.
NOTE:
HORIZONTAL RESTRAINT POINTS SHALL BE
PLACED @ 12' x 12' O.C. MAX.
20 GA. 2-1/2" MTL. STUD COMPRESSION
POST -EXTEND TO UNDERSIDE OF
ROOF STRUCTURE
(4) #12 GA. WIRES SECURED TO MAIN
RUNNER w/ (4) TIGHT TWISTS IN 1-1/2" &
WITHIN 2" OF CROSS RUNNER
INTERSECTION & SPLAYED 90° FROM EA.
OTHER @ AN ANGLE NOT EXCEEDING 45°
FROM THE PLANE OF THE CLG. THERE
SHALL BE A RESTRAINT POINT A DISTANCE
OF NOT MORE THAN 6'-0" FROM EACH
SURROUNDING WALL. BRACING MEMBERS
SHALL BE SPACED A MIN. OF 6" FROM
HORIZ. PIPING OR DUCTWORK THAT IS
NOT PROVIDED w/ BRACING RESTRAINTS
FOR HORIZ. FORCES.
MAIN RUNNER
CROSS RUNNER
(2) MIN. #10 S.M.S.
ALLOW GAP FOR
INSTALLATION OF CLG. TILE
2" MAX.
TYP.
NOTCH TO
STRADDLE CROSS
RUNNER
H
A9.2
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:06 AM
A9.2
CEILING DETAILS
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/4" = 1'-0"A TYP. ACOUSTIC CEILING GRID
3" = 1'-0"B WALL CONDITION @ ATTACHED END
3" = 1'-0"C WALL CONDITION @ UNATTACHED END
3" = 1'-0" E SUSPENDED GYP. BD. CEILING
3" = 1'-0"G SPLAYED SEISMIC BRACING WIRE ATTACH.
3" = 1'-0"F VERT. HANGER WIRE ATTACH.
3" = 1'-0"H COMPRESSION POST TO STRUCT.
3" = 1'-0"D TYP. LATERAL FORCE BRACING
800 W Santa Ana
Blvd. - 10111445404/06/23
WALL TO REMAIN
WALL TO BE REMOVED
DOOR, FRAME, AND
HARDWARE TO BE REMOVED
STOREFRONT SYSTEM TO BE REMOVED
1. ALL ITEMS IDENTIFIED TO BE DEMOLISHED OR REMOVED SHALL MEAN THAT THE
SUBJECT ITEM IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED
FROM THE SITE AND RECYCLED, REUSED OR LEGALLY DISPOSED OF BY THE
CONTRACTOR IN ACCORDANCE WITH THE CITY OF SANTA ANA WASTE
MANAGEMENT PLAN.
2. ALL ITEMS NOT IDENTIFIED TO BE DEMOLISHED OR REMOVED ARE EXISTING TO
REMAIN. THE CONTRACTOR SHALL TAKE REQUIRED PRECAUTION TO PROTECT ALL
EXISTING ITEMS.
1 2 3 4 5 6 7
A
B
C
AA
OFFICE
D120
STORAGE
D119
TRAINING
D112
KITCHEN
D111
RECEPTION
D101
VAULT
D103
DATA
D104
ELEC.
D105
TOILET
D107
TOILET
D106 OFFICE
D102
JAN.
D109
STORAGE
D110
QUIET ROOM
D117
OFFICE
D116CEO OFFICE
D115
OFFICE
D114
BOARD ROOM
D113
OPEN OFFICE
D118
LOBBY
D100
02.05
02.05
02.05
02.04
02.04
02.01
02.04
02.01
02.03
02.04
02.04
02.04
02.0402.02
02.01
02.04
02.02
02.04 02.02
02.01
02.04
1 2 3 4 5 6 7
A
B
C
AA
OFFICE
D120
STORAGE
D119
TRAINING
D112
KITCHEN
D111 RECEPTION
D101
VAULT
D103
DATA
D104
ELEC.
D105
TOILET
D107
TOILET
D106
OFFICE
D102
JAN.
D109
STORAGE
D110
QUIET ROOM
D117
OFFICE
D116
CEO OFFICE
D115
OFFICE
D114
BOARD ROOM
D113
OPEN OFFICE
D118
LOBBY
D100
02.32
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:07 AM
D2.1
DEMOLITION FLOOR +
CEILING PLANS
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
FLOOR PLAN LEGEND
GENERAL NOTES
1/8" = 1'-0"
DEMOLITION PLAN
KEYNOTES
02.01 REMOVE DOOR, FRAME, AND HARDWARE
02.02 REMOVE STOREFRONT SYSTEM
02.03 REMOVE WINDOW
02.04 FRAMED WALL TO BE REMOVED FULL HEIGHT
02.05 REMOVE CABINETRY, COUNTER
02.32 REMOVE FRAMED GYPSUM BOARD CEILING, LIGHT FIXTURES, AND MECHANICAL
GRILLES
1/8" = 1'-0"
DEMOLITION CEILING PLAN
800 W Santa Ana
Blvd. - 10111445404/06/23
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
BRANCH
101
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
TOILET
108
TOILET
107
TELLERS
103
OFFICE
102
PANEL B
PANEL A
(E) (E) (E)
REROUTE TO (E)
PANEL B
REROUTE TO (E)
PANEL B PANEL B
PANEL B
PANEL B
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
TOILET
108
TOILET
107
BRANCH
101
TELLERS
103
OFFICE
102
L1
PANEL A
PANEL A
PANEL A
PANEL A
PANEL A
PANEL B
PANEL A
L1 L1 L1
L1L1 L1 L1 L1 L1
L1 L1
L1 L1 L1 L1
L1
L1 L1 L1 L1 L1
L1 L1
L1 L1
L1 L1 L1 L1
L1 L1
L1 L1 L1 L1 L1 L1 L1 L1
L1L1 L1 L1 L1 L1 L1
L1 LIGHT FIXTURE - SEE SCHEDULE
SINGLE GANG SWITCH w/ OCCUPANCY SENSOR
20A DUPLEX RECEPTACLE
DATA OUTLET
POWER POLE
ELECTRICAL PANEL
2x4 RECESSED LIGHT FIXTURE
CEILING MOUNTED ILLUMINATED EXIT SIGN
w/ SINGLE FACE
1. ALL DIMENSIONS ARE TO FACE OF FINISH, U.O.N.
2. GANG DEVICES WHERE POSSIBLE
3. ALL SWITCH AND RECEPTACLE FACEPLATES TO BE WHITE FINISH
4. ALL LIGHTING SWITCHES SHALL BE MOUNTED WITH TOP OF
SWITCH AT 48" A.F.F.
LUMINAIRE SCHEDULE
-
MANUFACTURER NO. MODEL
- L1 2'x4' LED TROFFER
DESCRIPTION LUMENS / FT
-
FINISH
WHITE
QTY.
47
OTHER FEATURES
DIMMING,
OCCUPANCY SENSOR
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:08 AM
E1.1
ELECTRICAL LIGHTING +
POWER PLAN
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/8" = 1'-0"
POWER PLAN
1/8" = 1'-0"
LIGHTING PLAN
LEGEND
GENERAL NOTES
800 W Santa Ana
Blvd. - 10111445404/06/23
PROJECT INFORMATION
PROJECT DESCRIPTION
APPLICABLE CODES
INTERIOR TENANT IMPROVEMENT FOR CREDIT UNION. NO WORK TO BUILDING
EXTERIOR.
ALL WORK SHALL BE IN CONFORMANCE WITH THE LATEST ADOPTED AND
EFFECTIVE EDITION OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR),
AS APPLICABLE:
PART 1 CALIFORNIA ADMINISTRATIVE CODE
PART 2 2022 CALIFORNIA BUILDING CODE
PART 3 2022 CALIFORNIA ELECTRICAL CODE
PART 4 2022 CALIFORNIA MECHANICAL CODE
PART 5 2022 CALIFORNIA PLUMBING CODE
PART 6 2022 CALIFORNIA ENERGY CODE
PART 9 2022 CALIFORNIA FIRE CODE
PART 11 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
VICINITY MAP
PROJECT LOCATION
ADDRESS: 800 W SANTA ANA BOULEVARD
SANTA ANA, CA 92701
APN: 398-212-17
ZONING: P (PROFESSIONAL)
LOT AREA: 0.4 ACRE
GENERAL NOTES
1. ASBESTOS CONTAINING MATERIALS MAY BE PRESENT ON SITE OR IN THE
EXISTING BUILDING CONSTRUCTION. IF SUSPECT MATERIALS ARE
ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER'S REPRESENTATIVE FOR INSTRUCTIONS PRIOR TO PROCEEDING
WITH ADDITIONAL WORK. THE CONTRACTOR SHALL IMMEDIATELY POST
NOTICES AND TAKE THE PRECAUTIONS NECESSARY TO ENSURE THE
HEALTH AND SAFETY OF ALL WORKERS, THE STAFF AND THE PUBLIC.
PROJECT
NORTH
TRUE
NORTH
1
PROJECT CONTACTS
OWNER INFORMATION
CONSULTANT INFORMATION
OWNER SANTA ANA FEDERAL CREDIT UNION
800 W SANTA ANA BOULEVARD
SANTA ANA, CA 92701
PHONE: 714.834.1341
CONTACT: JILL MAHANY, CEO
WMB ARCHITECTS
5757 PACIFIC AVENUE, SUITE 226
STOCKTON, CA 95207
PHONE: 209.944.9110
FAX: 209.944.5711
EMAIL: mv@wmbarchitects.com
CONTACT: MELANIE VIEUX,
PROJECT ARCHITECT
ARCHITECT
4 ACE CONSTRUCTION
8423 ROCHESTER AVENUE
RANCHO CUCAMONGA, CA 91730
PHONE: 909.945.9100
EMAIL: scooper@4aceconstruction.com
CONTACT: STEVE COOPER
CONTRACTOR
DETAIL
DESIGNATION
CENTERLINE
DESIGNATION
BUILDING
SECTION
WALL
SECTION
AA
A4.1
A
A5.1
AA
A4.1
1
FINISH
DESIGNATION
REVISION TO
DRAWINGS
ROOM NAME
& NUMBER
NUMBERED
NOTE
NORTH
ARROW
1
STRUCTURAL
/ GRID LINE
ELEVATION
MARKER
INTERIOR
ELEVATION
MARKER
?00.00
A
A6.1
A10.1
1
1 1
1
2 3
4
ROOM NAME
101
A
P1
ALTERATION TO EXISTING BUILDING
ADDITION TO EXISTING BUILDING
B
7,100 S.F.
2,700 S.F.
VB
EXISTING FIRE SPRINKLERS
1
CHANGE OF USE
(E), UNCHANGED
TYPE OF CONSTRUCTION
YES
NUMBER OF STORIES
BUILDING AREA
NO
OCCUPANCY GROUP
BUILDING HEIGHT
AREA OF WORK
X
X
X
X
77TOTAL BUILDING
OCCUPANCY
ACCESS COMPLIANCE
DATE OF PREVIOUS ALTERATION
CLAIM OF HARDSHIP UNDER
CBC 11B-202.4 EXCEPTION 8
VALUATION
YES
$95,000
[N/A]
PROJECT DATA
1
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:08 AM
T1.1
TITLE SHEET
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
T1.1 TITLE SHEET
T2.1 OCCUPANCY PLAN
T2.2 CALGREEN CODE COMPLIANCE
T3.1 POSTED SIGNAGE PLAN + DETAILS
D2.1 DEMOLITION FLOOR + CEILING PLANS
A1.1 SITE PLAN
A2.1 FLOOR PLANS
A6.1 DETAILS
A8.1 DOOR SCHEDULE
A9.1 REFLECTED CEILING PLAN
A9.2 CEILING DETAILS
A10.1 CASEWORK ELEVATIONS + DETAILS
E1.1 ELECTRICAL LIGHTING + POWER PLAN
@ AT
A.F.F. ABOVE FINISH FLOOR
ABV. ABOVE
ADJ. ADJUSTABLE
ALT. ALTERNATE
ALUM. ALUMINUM
APPL. APPLICABLE
APPROX. APPROXIMATE
B.O. BOTTOM OF
BD. BOARD
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BLW. BELOW
BTWN. BETWEEN
C.I. CAST IRON
C.I.P. CAST-IN-PLACE
C.J. CONTROL JOINT
C.L. CENTER LINE
CBC CALIFORNIA BUILDING CODE
CLG. CEILING
CLR. CLEAR
CMU CONCRETE MASONRY UNIT
COL. COLUMN
COMP. COMPACTED
CONC. CONCRETE
CONT. CONTINUOUS
D.F. DOUGLAS FIR / DRINKING
FOUNTAIN
D.S. DOWNSPOUT
DBL. DOUBLE
DIA. DIAMETER
DN. DOWN
DWG. DRAWING
E.I.F.S. EXTERIOR INSULATION &
FINISH SYSTEM
E.J. EXPANSION JOINT
E.W. EACH WAY
EA. EACH
ELEV. ELEVATION
EQ. EQUAL
EXIST. /
(E)
EXISTING
EXP. EXPANSION
EXT. EXTERIOR
F.D. FLOOR DRAIN
F.E. FIRE EXTINGUISHER
F.G. FIBERGLASS / FINISH GRADE
F.H. FIRE HYDRANT
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD
F.R.P. FIBER REINFORCED
POLYMER
F.S. FIRE SPRINKLERS
FIN. FINISH
FLR. FLOOR
FT. FOOT / FEET
FTG. FOOTING
G.B. GRADE BREAK
G.I. GALVANIZED IRON
G.L.B. GLUE LAMINATED BEAM
GA. GAUGE
GALV. GALVANIZED
GD. GRADE
GYP. BD. GYPSUM BOARD
H.M. HOLLOW METAL
HD. HEAD
HDR. HEADER
HDWR. HARDWARE
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
I.D. IDENTIFICATION
I.S.A. INTERNATIONAL SYMBOL OF
ACCESSIBILITY
INSUL. INSULATION
INT. INTERIOR
JB. JAMB
JT. JOINT
LAV. LAVATORY
LTWT. LIGHT WEIGHT
MAX. MAXIMUM
MECH. MECHANICAL
MIN. MINIMUM / MINUTE
MTD. MOUNTED
MTL. METAL
(N) NEW
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
N/A NOT APPLICABLE
NO. / # NUMBER
O.C. ON CENTER
OPP. OPPOSITE HAND
ov/ OVER
OZ. OUNCE
P.F. PREFINISHED
P.O.C. POINT OF CONNECTION
P.T. PRESSURE TREATED
PL. PLATE
PLAM. PLASTIC LAMINATE
PROP. PROPERTY
PSI POUNDS PER SQUARE INCH
PW PLYWOOD
R.W.L. RAIN WATER LEADER
RDWD. REDWOOD
REF. REFER TO
REINF. REINFORCED
REQ'D. REQUIRED
RM. ROOM
S.C. SOLID CORE
S.D. STORM DRAIN
S.F. SQUARE FOOTAGE /
STOREFRONT
S.M. SHEET METAL
S.M.S. SHEET METAL SCREW
S.P. SINGLE PLY
S.S. SANITARY SEWER LINE /
STANDING SEAM /
STAINLESS STEEL
SCH. SCHEDULE
SDST SELF-DRILLING
SELF-TAPPING
SHT. SHEET
SIM. SIMILAR
SPEC. SPECIFICATION
SQ. SQUARE
STD. STANDARD
STL. STEEL
SUSP. SUSPENDED
T & B TOP & BOTTOM
T & G TONGUE & GROOVE
T.J.I. TRUS JOIST I-JOIST
T.O. TOP OF
T.S. TUBE STEEL
TEMP TEMPORARY
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
V.B. VAPOR BARRIER
V.I.F. VERIFY IN FIELD
V.T.R. VENT THROUGH ROOF
VERT. VERTICAL
W.C. WATER CLOSET
W.H. WATER HEATER
W.I. WROUGHT IRON
W.W.F. WOVEN WIRE FABRIC
w/ WITH
w/o WITHOUT
WD. WOOD
ABBREVIATIONS
SYMBOLS
SHEET INDEX
Santa Ana Federal Credit Union Tenant Improvement
APN: 398-212-17
800 W Santa Ana Blvd, Santa Ana, CA 92701
800 W Santa Ana
Blvd. - 10111445404/06/23
NOTES:
1. REFER TO POSTED SIGNAGE PLAN FOR LOCATION OF TACTILE EXIT SIGNS.
2. FIRE EXTINGUISHERS TO BE LOCATED BY THE FIRE MARSHAL WHERE REQUIRED.
ROOM NAME
ROOM AREA
OCCUPANT LOAD
EXITS REQUIRED
OCCUPANCY LOAD FACTOR
PANIC HARDWARE
ILLUMINATED EXIT SIGN -REF. ELECTRICAL DWGS.
NUMBER OF OCCUPANTS
P
100
OCCSF/OCC
LOBBY
300 SF
15 20
1 EXIT
DOOR EGRESS CALCULATION
NOMINAL
DOOR WIDTH
NET
OPENING FACTOR MAX. NO. OF
OCCUPANTS
36"33"0.2" / OCC.165
PR. 36"67"0.2" / OCC.335
OCCSF/OCC
935 SF
7
OPEN
OFFICE
150
1 EXIT
OCCSF/OCC
1,323 SF
9
BRANCH
150
1 EXIT
OCCSF/OCC
120 SF
1
VAULT
150
1 EXIT
OCCSF/OCC
143 SF
1
DATA
150
1 EXIT
OCCSF/OCC
49 SF
1
ELEC.
300
1 EXIT
TOILET JAN.
OCCSF/OCC
237 SF
1
STOR.
300
1 EXIT
OCCSF/OCC
270 SF
2
KITCHEN
150
1 EXIT
OCCSF/OCC
116 SF
1
TRAINING
150
1 EXIT
OCCSF/OCC
427 SF
29
BOARD
ROOM
15
1 EXIT
OCCSF/OCC
184 SF
2
OFFICE
150
1 EXIT
OCCSF/OCC
248 SF
2
CEO OFFICE
150
1 EXIT
OCCSF/OCC
178 SF
2
OFFICE
150
1 EXIT
OCCSF/OCC
189 SF
2
QUIET ROOM
150
1 EXIT
OCCSF/OCC
1,920 SF
13
OPEN
OFFICE
150
1 EXIT
1554
2
29
2
2 2 2
1
1
1 2
8
1
(E)
(E)(E)
TOILET P
4
OCCSF/OCC
249 SF
2
TELLERS
150
1 EXIT
OCCSF/OCC
159 SF
2
OFFICE
150
1 EXIT
2
36"W. DOOR36"W. DOOR
PR.36" DOOR
11
1
1
1
1
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:09 AM
T2.1
OCCUPANCY PLAN
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
LEGEND
3/32" = 1'-0"
OCCUPANCY + EGRESS PLAN
800 W Santa Ana
Blvd. - 10111445404/06/23
CALGREEN 2022 COMPLIANCE SCHEDULE
SECTION REQUIREMENT PROJECT-SPECIFIC INFORMATION RESPONSIBILITY DOCUMENTATION
VERIFICATION
5.1
5.106.1
5.106.4.1.1
5.106.4.1.2
5.106.8
5.106.10
5.3
5.303.1.1
5.303.3.1
5.303.6
5.304.1
5.4
5.407.2.1 Moisture control, sprinklers –Design and maintain
landscape irrigation systems to prevent spray on structures.
5.407.2.2.1
5.408.1 Specification Section 017419 Contractor
Construction Waste
Management Plan +
waste/recycling weight tickets
and receipts
Specification Section 017419 Contractor 5.408.1.1
5.408.3
5.410.1
5.410.2
SECTION REQUIREMENT PROJECT-SPECIFIC INFORMATION RESPONSIBILITY DOCUMENTATION
VERIFICATION
5.5
5.503.1 Fireplaces –Install only direct-vent sealed-combustion gas or
sealed wood-burning fireplaces, or a sealed wood stove or
pellet stove. Wood stoves and pellet stoves shall comply with
U.S. EPA NSPS emission limits.
Covering of duct openings and protection of mechanical
equipment during construction –All duct and air distribution
component openings shall be covered with tape, plastic,
and/or sheet metal during storage and rough installation until
final startup in order to reduce the amount of dust and debris
which may collect in the system.
Contractor /
Installer
Adhesives, sealants and caulks shall comply with V.O.C.
limits listed in Tables 5.504.4.1 + 5.504.2
Refer to Interior Finish Schedule and
Specification Section 079200
Paints and coatings shall comply with V.O.C. limits listed in
Table 5.504.4.3
Refer to Interior Finish Schedule and
Specification Section 099100
Carpet systems (including carpet cushion) shall meet the
testing and product requirements of Carpet and Rug
Institute's Green Label Plus Program.
Refer to Interior Finish Schedule and
Specification Section 096816 and/or 096813
Refer to Interior Finish Schedule and
Specification Sections 062000 + 064100
Composite wood products –Hardwood plywood,
particleboard, and medium density fiberboard shall comply
with formaldehyde emission limits specified in Table 5.504.4.5.
No additional
documentation required
5.504.3
5.504.4.1
5.504.4.3
5.504.4.4
5.504.4.5
Contractor /
Installer
Contractor /
Installer
Contractor /
Installer
Contractor /
Installer
Product data for
installed materials
Product data for
installed materials
Product data for
installed materials
Product data and/or
certifications;
chain of custody certifications
Refer to Interior Finish Schedule and
Specification Sections 096513, 096516,
096519, and 096566.
5.504.4.6 Contractor /
Installer
Product data for
installed materials
Air filters –Install air filtration media with a minimum MERV
rating of 13 for outside and return air.
5.504.5.3 Contractor /
Installer
Product data and location
of installed filters
Environmental Tobacco Smoke control –At designated
outdoor smoking areas, post signage prohibiting smoking
within 25' of building entries, outdoor air intakes, and operable
windows; or comply with local or applicable ordinance.
5.504.7
Indoor moisture control –Buildings shall meet or exceed
provisions of California Building Code, CCR, Title 24, Part 2,
Section 1202, and Chapter 14.
5.505.1 Jurisdiction No additional
documentation required
5.507.4.1
Interior sound transmission –Wall and floor-ceiling
assemblies separating tenant spaces from other tenant
spaces or public spaces shall have an STC of at least 40.
5.507.4.3
5.508.2
5.504.1 Limit use of permanent HVAC system during construction
to condition the building within the required temperature range
for material and equipment installation. If the HVAC system is
used during construction, use return air filters with a Minimum
Efficiency Reporting Value (MERV) of 8, or an average
efficiency of 30%; and replace all filters prior to occupancy.
Refer to notes on mechanical plans.Contractor /
Installer
No additional
documentation required
Refer to notes on mechanical plans.
Refer to notes on mechanical plans.
5.507.4.1.1 Noise exposure where noise contours not readily
available –Buildings exposed to a noise level of 65 dB Leq-1-
hr during any hour of operation shall have exterior wall and
roof-ceiling assemblies exposed to the noise source meeting
a minimum composite STC rating of 45, with exterior
windows of a minimum STC of 40.
5.106.5.3
5.303.3.2
Showerheads shall have a maximum flow rate of 1.8
gal/min at 80 psi. Showerheads shall be certified to the
performance criteria of the U.S. EPA Watersense
Specification for Showerheads.
5.303.3.3.1
5.303.3.3.2 Multiple showerheads serving one shower shall
have a combined maximum flow rate of 1.8 gal/min
at 80 psi. Or, the shower shall be designed to allow
only one showerhead to be in operation at a time.
5.407.1
Outside air delivery for mechanically or naturally ventilated
spaces in buildings –Meet the minimum requirements of
Section 120.1 (Requirements For Ventilation) of the
California Energy Code, or applicable local code, whichever
is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.1 Jurisdiction No additional
documentation required
CO2 monitoring –For buildings or additions equipped with
demand control ventilation, CO2 sensors and ventilation
controls shall be specified and installed per California Energy
Code, Section 120.1(c)(4).
5.506.2
5.507.4 Jurisdiction No additional
documentation required
Acoustical control –Employ building assemblies and
components with Sound Transmission Class (STC) values
determined in accordance with ASTM E90 and ASTM E413
or Outdoor-Indoor Sound Transmission Class (OITC)
determined in accordance with ASTM E 1332.
Performance method –For buildings located as defined in
Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling
assemblies exposed to the noise source making up the
building or addition envelope or altered envelope shall be
constructed to provide an interior noise environment
attributable to exterior sources that does not exceed an
hourly equivalent noise level of 50dBA in occupied areas
during any hour of operation.
5.507.4.2
Site features –Exterior features such as sound walls or earth
berms may be utilized as appropriate to the building, addition
or alteration project to mitigate sound migration to the interior.
5.507.4.2.1
Documentation of compliance –An acoustical analysis
documenting complying interior sound levels shall be
prepared by personnel approved by the architect or engineer
or record.
5.507.4.2.2
Ozone depletion and greenhouse gas reductions –
Installations of HVAC, refrigeration, and fire suppression shall
not contain CFCs or Halons.
5.508.1 Contractor /
Installer
Product data for refrigerants
and/or fire suppression
materials
Building assemblies comply using the
prescriptive method below.
Refer to notes on mechanical plans.
N/A -Project is an alteration and does not use
new HVAC systems.
5.410.4
PLANNING + DESIGN
WATER EFFICIENCY + CONSERVATION
MATERIAL CONSERVATION + RESOURCE EFFICIENCY
ENVIRONMENTAL QUALITY
Stormwater pollution prevention –For project sites
disturbing less than one acre of land, comply with local
ordinances for stormwater management and/or erosion
control; and/or implement BMPs for erosion/sediment control.
N/A -Project does not disturb land.
Short-term bicycle parking –For projects adding ten or
more visitor vehicle parking spaces, provide permanently-
anchored, readily-visible bicycle racks within 200' of visitors'
entrance, equal to 5% of new visitor vehicle capacity (min 2).
N/A -Project doesn't add visitor parking spaces.
Long-term bicycle parking –For projects adding vehicular
parking for 10 or more tenant-occupants, provide secure
bicycle parking equal to 5% of the tenant-occupant vehicular
parking spaces (minimum 1 bicycle parking facility).
N/A -Project doesn't add tenant-occupant parking
spaces.
Electric vehicle (EV) charging –At new projects containing
ten or more vehicle parking spaces, provide EV capable
spaces and supply equipment (quantity per Table 5.106.5.3.1).
Light pollution reduction –Design and install outdoor
lighting systems to comply with the following:
-Min. requirements for Lighting Zones 0-4 per CEC
-Backlight ratings per IES TM-15-11
-Uplight and Glare ratings per CEC
-Allowable BUG (backlight/uplight/glare) ratings per Table
5.106.8
OR comply with local ordinance, whichever is more stringent.
Grading and paving –Indicate how site grading or a
drainage system will manage all surface water flows to
keep water from entering buildings.
N/A -Project does not alter the drainage path.
Water meters –In new buildings or additions in excess of
50,000 s.f., provide separate water meters or submeters for:
1. Each individual tenant space projected to consume more
than 100 gal/day
2. Where submeters for individuals tenants is not feasible,
add submeters to the following systems:
a. Makeup water for cooling towers
(where flow through > 500 gpm)
b. Makeup water for evaporative coolers
(where flow through > 6 gpm)
c. Steam and hot-water boilers
(where energy input > 500,000 Btu/h)
5.303.1.2 Water meters –Provide a separate submeter or metering
device for any tenant within a new building or addition that
is projected to consume more than 1,000 gal/day
Water closet effective flush volume shall not exceed
1.28 gallons per flush.
N/A -Project provides no new plumbing.
N/A -Project provides no water closets.
N/A -Project provides no urinals.Urinal flush volume shall not exceed:
-0.125 gal/flush at wall-mounted urinals
-0.5 gal/flush at floor-mounted or other urinals
N/A -Project provides no showers.
N/A -Project provides no showers.
Standards –Plumbing fixtures and fittings shall be installed
in accordance with the CPC, and shall meet applicable
standards in Table 1701.1 of the CPC and in Ch. 6 of CGBC.
N/A -Project provides no irrigation.Outdoor potable water use in landscape areas shall
comply with either a local water efficient landscape
ordinance, or the current California Department of Water
Resources' Model Water Efficient Landscape Ordinance
(MWELO), whichever is more stringent
Weather protection –Provide a weather-resistant exterior
wall and foundation envelope as required by California
Building Code Section 1402.2, manufacturer's installation
instructions, or local ordinance, whichever is more stringent.
Install flashings integrated with a drainage plane.
Moisture control, entries and openings –
At exterior entries and/or openings which are subject to foot
traffic or wind-driven rain, prevent water intrusion by:
• using nonabsorbent floor and wall finishes within at least 2
feet around and perpendicular to the opening
• providing 4 feet of shelter, through either an awning, an
overhang, or a recess
5.407.2.2.2
Construction waste management –Recycle and/or reuse
65% min of nonhazardous construction/demolition waste
(per Section 5.408.1.1, 5.408.1.2 or 5.408.1.3);
or comply with local construction/demolition waste
management ordinance, whichever is more stringent.
N/A -Project is an alteration.
N/A -Project provides no irrigation.
Construction waste management plan –Where the local
jurisdiction does not have a construction and demolition
waste management ordinance that is more stringent, submit
a construction waste management plan that complies with
Section 5.408.1.1
Excavated soil and land clearing debris (trees, stumps,
rocks and vegetation) shall be 100% reused or recycled
Recycling by occupants –Provide an area identified and
used for depositing, storage and collection of non-hazardous
recyclable materials.
Commissioning for new buildings 10,000 s.f. and greater:
1. Owner's Project Requirements (OPR)
2. Basis of Design (BOD)
3. Commissioning Plan
4. Functional Performance Testing
5. Documentation and training
6. Commissioning Report
N/A -Project provides no fireplaces.
N/A -No designated outdoor smoking area
provided.
N/A -Building contains no tenant spaces.
Supermarket refrigerant leak reduction –New commercial
refrigeration systems shall comply with the provisions of this
section when installed in retail food stores that both:
• have 8,000 s.f. or more of conditioned area
• utilize either refrigerated display cases, walk-in coolers, or
walk-in freezers connected to remote compressor units or
condensing units
Prescriptive method –At the locations listed below, building
envelope wall and roof-ceiling assemblies shall have a
minimum composite STC rating of 50, and exterior windows
shall have a minimum STC rating of 40:
• Within the 65 CNEL noise contour of an airport
• Within the 65 CNEL or Ldn noise contour of a freeway,
expressway, railroad, industrial source, or fixed guideway.
N/A -Building not within 65 CNEL noise contours
of an airport, freeway, expressway, railroad,
industrial source, or fixed guideway.
N/A -Building not exposed to noise level of
65 dB Leq-1-hr during any hour of operation.
N/A -Building not within categories of sound
concern.
N/A -No site features provided to mitigate sound.
Testing and adjusting of systems for new buildings less
than 10,000 s.f.:
1. Develop a written plan of procedures for testing and
adjusting HVAC systems and controls, indoor and outdoor
lighting and controls, water heating systems, renewable
energy systems, landscape irrigation systems, and water
reuse systems, if any.
2. Perform testing, adjusting and balancing procedures in
accordance with project specifications
3. Provide final report of testing signed by the individual
responsible for performing the tests
4. Provide building owner with operation and maintenance
manual.
N/A -Project provides no commercial
refrigerated display cases, walk-in coolers,
or walk-in freezers
Refer to notes on mechanical plans.
N/A -Building not within categories of sound
concern.
NONRESIDENTIAL MANDATORY MEASURES
pr
e
s
c
r
i
p
t
i
v
e
m
e
t
h
o
d
pe
r
f
o
r
m
a
n
c
e
m
e
t
h
o
d
N/A -Building provides no new mechanical
ventilation systems.
Refer to wall schedules on A2.2 and
roof assembly details on A7.2.
N/A -Project not new or addition.
N/A -Project does not alter exterior lighting.
N/A -Alteration adds no square footage to the
building.
N/A -Alteration does not affect the building's
exterior walls or foundation.
N/A -Project does not alter exterior openings.
N/A -Project does not disturb soil.
N/A -Alteration does not affect building exterior.
N/A -Project is an alteration.
N/A -Project is a renovation.
5.504.4.7
5.504.4.8
Contractor /
Installer
Product data for
installed materials
Contractor /
Installer
Product data for
installed materials
Thermal Insulation –Comply with the requirements of the
California Department of Public Health, “Standard Method for
the Testing and Evaluation of Volatile Organic Chemical
Emissions from Indoor Sources Using Environmental
Chambers,” Version 1.2, January 2017. Provide verification
of compliance documentation.
Acoustical ceiling and wall panels –Comply with the
requirements of the California Department of Public Health,
“Standard Method for the Testing and Evaluation of Volatile
Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers,” Version 1.2, January 2017.
Provide verification of compliance documentation.
Refer to Interior Finish Schedule and
Specification Section 072100.
Refer to Interior Finish Schedule and
Specification Sections 092313, 095113,
095323, and 098413.
5.106.5.4 Electric vehicle (EV) charging (medium-and heavy-duty) –
At new Grocery, Retail, and Warehouse buildings, provide
spare raceway(s)/busway(s) and capacity for off-street
loading spaces (quantity and capacity per Table 5.106.5.4.1).
N/A -Project is a renovation.
Resilient flooring –For 80% of the floor area receiving
resilient flooring, install products complying with the California
Department of Public Health, “Standard Method for the
Testing and Evaluation of Volatile Organic Chemical
Emissions from Indoor Sources Using Environmental
Chambers,” Version 1.2, January 2017. Provide verification
of compliance documentation.
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:09 AM
T2.2
CALGREEN CODE
COMPLIANCE
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
800 W Santa Ana
Blvd. - 10111445404/06/23
TACTILE SIGN -
INSTALL ON LATCH SIDE
OF DOOR
*
SINGLE DOOR PLAN
SINGLE DOOR ELEVATION
18" x 18" CLR. FLOOR SPACE,
CENTERED ON TACTILE CHARACTERS,
BEYOND ARC OF DOOR
TACTILE SIGN -
INSTALL ON RIGHT SIDE
OF DOUBLE DOORS
*
DOUBLE DOOR ELEVATION
9" MIN. FROM OUTSIDE
EDGE OF DOOR JAMB
9" MIN. FROM OUTSIDE
EDGE OF DOOR JAMB
DOOR LEVER / LATCH
DOOR LEVER / LATCH
CONTRACTED GRADE 2 BRAILLE
CENTERED BELOW ENTIRE TEXT
+60" A.F.F. MAX. TO
BASELINE OF
HIGHEST CHARACTER
+48" A.F.F. MIN. TO
BASELINE OF
LOWEST LINE OF BRAILLE
EXIT
5/
8
"
M
I
N
.
2"
M
A
X
.
NOTES:
1. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH.
CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND
(LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND)
2. REFER TO TACTILE SIGN LOCATION DETAIL FOR SIGN LOCATION RELATIVE TO DOORS
3. BRAILLE SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 11B OF THE C.B.C.,
LATEST EDITION
4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
TACTILE UPPERCASE SANS-SERIF
LETTERS, CHARACTERS RAISED 1/32"
3/
8
"
M
I
N
.
1
/
2
"
M
A
X
.
3/
8
"
M
I
N
.
1/4" RADIUS - TYP.
EXIT ROUTE
ALTERNATE SIGN TYPES (REFER TO SCHEDULE):
OPEN OFFICE
100
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
1a
1a
1a
(E)
(E)
(E)
TOILET
108
TOILET
107
BRANCH
101
TELLERS
103
OFFICE
102
HAND-ACTIVATED DOOR OPENING
HARDWARE, HANDLES, PULLS,
LATCHES, AND LOCKS
ELEVATION VIEW
PLAN VIEW
PUSH SIDE
PULL SIDE
*
34
"
M
I
N
.
44
"
M
A
X
.
PROVIDE THIS ADDITIONAL
SPACE (SHADED AREA)
IF DOOR IS EQUIPPED WITH
BOTH A LATCH AND A CLOSER
12" MIN.
THE FORCE REQUIRED TO ACTIVATE
OPERABLE DOOR HARDWARE SHALL
BE 5 POUNDS MAX.
60
"
M
I
N
.
48
"
M
I
N
.
24" MIN. CLR. AT EXT. DOORS
18" MIN. CLR. AT INT. DOORS
1
/
4
"
M
A
X
.
1
/
4
"
M
A
X
.
1
/
4
"
M
A
X
.
1
/
2
"
M
A
X
.
VERTICAL CHANGE IN LEVEL @
FLOOR/GROUND SURFACES
1
2
MAX. SLOPE
BEVELED CHANGE IN LEVEL @
FLOOR/GROUND SURFACES
*
80
"
M
I
N
.
4" MAX.
PROTRUSION
LEADING EDGE
GREATER THAN
27" A.F.F.
PROTRUSIONS ABOVE
MAY NOT ENCROACH
INTO CIRCULATION
BEYOND 80" A.F.F.
34
"
M
A
X
.
27
"
M
I
N
.
8" MIN.
11" MIN.6" MAX.
19"-25"
MI
N
.
9"
24" MAX.
COUNTERTOP OR
WORK SURFACE
COMBINED REQUIRED
KNEE AND TOE
CLEARANCE
NOTE: FOR REQUIRED
KNEE/TOE CLEARANCE
AT LAVATORIES,
REFER TO ACCESSIBLE
LAVATORY DETAIL
SINK, WHERE
OCCURS
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
4/6/2023 9:21:10 AM
T3.1
POSTED SIGNAGE PLAN +
DETAILS
03.03.23 PERMIT SUBMITTAL
04.06.23 PLAN CHECK 011
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/4" = 1'-0"
TYP. TACTILE SIGN LOCATION AT DOOR
3" = 1'-0"A TACTILE EXIT SIGN
NOTE: DETAIL REFERENCES REFER TO DETAILS THIS SHEET U.O.N.
NO. SIGN TYPE TEXT DETAIL
1a TACTILE EXIT - EXTERIOR DOOR EXIT A
POSTED SIGNAGE SCHEDULE
1/8" = 1'-0"
POSTED SIGNAGE PLAN
1/4" = 1'-0" F ACCESSIBLE DOOR
6" = 1'-0"G VERTICAL OFFSETS
1/4" = 1'-0"4 PROTRUSION LIMITS
1/2" = 1'-0"E KNEE & TOE CLEARANCE @ WORK SURFACE
800 W Santa Ana
Blvd. - 10111445404/06/23
PROJECT INFORMATION
PROJECT DESCRIPTION
APPLICABLE CODES
INTERIOR TENANT IMPROVEMENTS FOR OFFICE SPACE. SITE WORK
INCLUDES IMPROVING ACCESSIBLE PATH OF TRAVEL UNDER HARDSHIP
THRESHOLD.
NO CHANGES TO BUILDING SHELL, EXTERIOR FACADE, OR PARKING COUNT.
ALL WORK SHALL BE IN CONFORMANCE WITH THE LATEST ADOPTED AND
EFFECTIVE EDITION OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR),
AS APPLICABLE:
PART 1 CALIFORNIA ADMINISTRATIVE CODE
PART 2 2022 CALIFORNIA BUILDING CODE
PART 3 2022 CALIFORNIA ELECTRICAL CODE
PART 4 2022 CALIFORNIA MECHANICAL CODE
PART 5 2022 CALIFORNIA PLUMBING CODE
PART 6 2022 CALIFORNIA ENERGY CODE
PART 9 2022 CALIFORNIA FIRE CODE
PART 11 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
VICINITY MAP
PROJECT LOCATION
ADDRESS: 800 W SANTA ANA BOULEVARD
SANTA ANA, CA 92701
APN: 398-212-17
ZONING: P (PROFESSIONAL)
LOT AREA: 0.4 ACRE
GENERAL NOTES
1. ASBESTOS CONTAINING MATERIALS MAY BE PRESENT ON SITE OR IN THE
EXISTING BUILDING CONSTRUCTION. IF SUSPECT MATERIALS ARE
ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER'S REPRESENTATIVE FOR INSTRUCTIONS PRIOR TO PROCEEDING
WITH ADDITIONAL WORK. THE CONTRACTOR SHALL IMMEDIATELY POST
NOTICES AND TAKE THE PRECAUTIONS NECESSARY TO ENSURE THE
HEALTH AND SAFETY OF ALL WORKERS, THE STAFF AND THE PUBLIC.
PROJECT
NORTH
TRUE
NORTH
PROJECT CONTACTS
OWNER INFORMATION
CONSULTANT INFORMATION
OWNER SANTA ANA FEDERAL CREDIT UNION
800 W SANTA ANA BOULEVARD
SANTA ANA, CA 92701
PHONE: 714.834.1341
CONTACT: JILL MAHANY, CEO
WMB ARCHITECTS
5757 PACIFIC AVENUE, SUITE 226
STOCKTON, CA 95207
PHONE: 209.944.9110
FAX: 209.944.5711
EMAIL: mv@wmbarchitects.com
CONTACT: MELANIE VIEUX,
PROJECT ARCHITECT
ARCHITECT
4 ACE CONSTRUCTION
8423 ROCHESTER AVENUE
RANCHO CUCAMONGA, CA 91730
PHONE: 909.945.9100
EMAIL: scooper@4aceconstruction.com
CONTACT: STEVE COOPER
CONTRACTOR
DETAIL
DESIGNATION
CENTERLINE
DESIGNATION
BUILDING
SECTION
WALL
SECTION
AA
A4.1
A
A5.1
AA
A4.1
1
FINISH
DESIGNATION
REVISION TO
DRAWINGS
ROOM NAME
& NUMBER
NUMBERED
NOTE
NORTH
ARROW
1
STRUCTURAL
/ GRID LINE
ELEVATION
MARKER
INTERIOR
ELEVATION
MARKER
?00.00
A
A6.1
A10.1
1
1 1
1
2 3
4
ROOM NAME
101
A
P1
ALTERATION TO EXISTING BUILDING
ADDITION TO EXISTING BUILDING
B
7,100 S.F.
2,700 S.F.
VB
EXISTING FIRE SPRINKLERS
1
CHANGE OF USE
(E), UNCHANGED
TYPE OF CONSTRUCTION
YES
NUMBER OF STORIES
BUILDING AREA
NO
OCCUPANCY GROUP
BUILDING HEIGHT
AREA OF WORK
X
X
X
X
107TOTAL BUILDING
OCCUPANCY
ACCESS COMPLIANCE
DATE OF PREVIOUS ALTERATION
CLAIM OF HARDSHIP UNDER
CBC 11B-202.4 EXCEPTION 8
VALUATION
YES
$95,000
[N/A]
PROJECT DATA
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:02 PM
T1.1
TITLE SHEET
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
T1.1 TITLE SHEET
T2.1 OCCUPANCY PLAN
T2.2 CALGREEN CODE COMPLIANCE
T3.1 POSTED SIGNAGE PLAN + DETAILS
D2.1 DEMOLITION FLOOR + CEILING PLANS
A1.1 SITE PLAN
A2.1 FLOOR PLANS
A6.1 DETAILS
A8.1 DOOR SCHEDULE
A9.1 REFLECTED CEILING PLAN
A9.2 CEILING DETAILS
A10.1 CASEWORK ELEVATIONS + DETAILS
E1.1 ELECTRICAL LIGHTING + POWER PLAN
@ AT
A.F.F. ABOVE FINISH FLOOR
ABV. ABOVE
ADJ. ADJUSTABLE
ALT. ALTERNATE
ALUM. ALUMINUM
APPL. APPLICABLE
APPROX. APPROXIMATE
B.O. BOTTOM OF
BD. BOARD
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BLW. BELOW
BTWN. BETWEEN
C.I. CAST IRON
C.I.P. CAST-IN-PLACE
C.J. CONTROL JOINT
C.L. CENTER LINE
CBC CALIFORNIA BUILDING CODE
CLG. CEILING
CLR. CLEAR
CMU CONCRETE MASONRY UNIT
COL. COLUMN
COMP. COMPACTED
CONC. CONCRETE
CONT. CONTINUOUS
D.F. DOUGLAS FIR / DRINKING
FOUNTAIN
D.S. DOWNSPOUT
DBL. DOUBLE
DIA. DIAMETER
DN. DOWN
DWG. DRAWING
E.I.F.S. EXTERIOR INSULATION &
FINISH SYSTEM
E.J. EXPANSION JOINT
E.W. EACH WAY
EA. EACH
ELEV. ELEVATION
EQ. EQUAL
EXIST. /
(E)
EXISTING
EXP. EXPANSION
EXT. EXTERIOR
F.D. FLOOR DRAIN
F.E. FIRE EXTINGUISHER
F.G. FIBERGLASS / FINISH GRADE
F.H. FIRE HYDRANT
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD
F.R.P. FIBER REINFORCED
POLYMER
F.S. FIRE SPRINKLERS
FIN. FINISH
FLR. FLOOR
FT. FOOT / FEET
FTG. FOOTING
G.B. GRADE BREAK
G.I. GALVANIZED IRON
G.L.B. GLUE LAMINATED BEAM
GA. GAUGE
GALV. GALVANIZED
GD. GRADE
GYP. BD. GYPSUM BOARD
H.M. HOLLOW METAL
HD. HEAD
HDR. HEADER
HDWR. HARDWARE
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
I.D. IDENTIFICATION
I.S.A. INTERNATIONAL SYMBOL OF
ACCESSIBILITY
INSUL. INSULATION
INT. INTERIOR
JB. JAMB
JT. JOINT
LAV. LAVATORY
LTWT. LIGHT WEIGHT
MAX. MAXIMUM
MECH. MECHANICAL
MIN. MINIMUM / MINUTE
MTD. MOUNTED
MTL. METAL
(N) NEW
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
N/A NOT APPLICABLE
NO. / # NUMBER
O.C. ON CENTER
OPP. OPPOSITE HAND
ov/ OVER
OZ. OUNCE
P.F. PREFINISHED
P.O.C. POINT OF CONNECTION
P.T. PRESSURE TREATED
PL. PLATE
PLAM. PLASTIC LAMINATE
PROP. PROPERTY
PSI POUNDS PER SQUARE INCH
PW PLYWOOD
R.W.L. RAIN WATER LEADER
RDWD. REDWOOD
REF. REFER TO
REINF. REINFORCED
REQ'D. REQUIRED
RM. ROOM
S.C. SOLID CORE
S.D. STORM DRAIN
S.F. SQUARE FOOTAGE /
STOREFRONT
S.M. SHEET METAL
S.M.S. SHEET METAL SCREW
S.P. SINGLE PLY
S.S. SANITARY SEWER LINE /
STANDING SEAM /
STAINLESS STEEL
SCH. SCHEDULE
SDST SELF-DRILLING
SELF-TAPPING
SHT. SHEET
SIM. SIMILAR
SPEC. SPECIFICATION
SQ. SQUARE
STD. STANDARD
STL. STEEL
SUSP. SUSPENDED
T & B TOP & BOTTOM
T & G TONGUE & GROOVE
T.J.I. TRUS JOIST I-JOIST
T.O. TOP OF
T.S. TUBE STEEL
TEMP TEMPORARY
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
V.B. VAPOR BARRIER
V.I.F. VERIFY IN FIELD
V.T.R. VENT THROUGH ROOF
VERT. VERTICAL
W.C. WATER CLOSET
W.H. WATER HEATER
W.I. WROUGHT IRON
W.W.F. WOVEN WIRE FABRIC
w/ WITH
w/o WITHOUT
WD. WOOD
ABBREVIATIONS
SYMBOLS
SHEET INDEX
Santa Ana Federal Credit Union Tenant Improvement
APN: 398-212-17
800 W Santa Ana Blvd, Santa Ana, CA 92701
800 W Santa Ana
Blvd. - 10111445404/06/23
NOTES:
1. REFER TO POSTED SIGNAGE PLAN FOR LOCATION OF TACTILE EXIT SIGNS.
2. FIRE EXTINGUISHERS TO BE LOCATED BY THE FIRE MARSHAL WHERE REQUIRED.
ROOM NAME
ROOM AREA
OCCUPANT LOAD
EXITS REQUIRED
OCCUPANCY LOAD FACTOR
PANIC HARDWARE
ILLUMINATED EXIT SIGN -REF. ELECTRICAL DWGS.
NUMBER OF OCCUPANTS
P
100
OCCSF/OCC
LOBBY
300 SF
15 20
1 EXIT
DOOR EGRESS CALCULATION
NOMINAL
DOOR WIDTH
NET
OPENING FACTOR MAX. NO. OF
OCCUPANTS
36"33"0.2" / OCC.165
PR. 36"67"0.2" / OCC.335
OCCSF/OCC
935 SF
63
OPEN
OFFICE
15
2 EXITS
OCCSF/OCC
1,323 SF
9
BRANCH
150
1 EXIT
OCCSF/OCC
120 SF
1
VAULT
150
1 EXIT
OCCSF/OCC
143 SF
1
DATA
150
1 EXIT
OCCSF/OCC
49 SF
1
ELEC.
300
1 EXIT
TOILET JAN.
OCCSF/OCC
237 SF
1
STOR.
300
1 EXIT
OCCSF/OCC
270 SF
2
KITCHEN
150
1 EXIT
OCCSF/OCC
116 SF
1
TRAINING
150
1 EXIT
OCCSF/OCC
427 SF
3
BOARD
ROOM
150
1 EXIT
OCCSF/OCC
184 SF
2
OFFICE
150
1 EXIT
OCCSF/OCC
248 SF
2
CEO OFFICE
150
1 EXIT
OCCSF/OCC
178 SF
2
OFFICE
150
1 EXIT
OCCSF/OCC
189 SF
2
QUIET ROOM
150
1 EXIT
OCCSF/OCC
1,920 SF
13
OPEN
OFFICE
150
1 EXIT
32
4728
2
3
2
2 2 2
1
1
1 2
32
1
EXIT SEPARATION:
49' -10" * (½) = 24' -11"
24' - 11" < 26' -0"
49' - 10"
(E)
(E)(E)
TOILET P
P
26
'
-
0"
4
OCCSF/OCC
249 SF
2
TELLERS
150
1 EXIT
OCCSF/OCC
159 SF
2
OFFICE
150
1 EXIT
2
36"W. DOOR36"W. DOOR
PR.36" DOOR
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:02 PM
T2.1
OCCUPANCY PLAN
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
LEGEND
3/32" = 1'-0"
OCCUPANCY + EGRESS PLAN
800 W Santa Ana
Blvd. - 10111445404/06/23
CALGREEN 2022 COMPLIANCE SCHEDULE
SECTION REQUIREMENT PROJECT-SPECIFIC INFORMATION RESPONSIBILITY DOCUMENTATION
VERIFICATION
5.1
5.106.1
5.106.4.1.1
5.106.4.1.2
5.106.8
5.106.10
5.3
5.303.1.1
5.303.3.1
5.303.6
5.304.1
5.4
5.407.2.1 Moisture control, sprinklers –Design and maintain
landscape irrigation systems to prevent spray on structures.
5.407.2.2.1
5.408.1 Specification Section 017419 Contractor
Construction Waste
Management Plan +
waste/recycling weight tickets
and receipts
Specification Section 017419 Contractor 5.408.1.1
5.408.3
5.410.1
5.410.2
SECTION REQUIREMENT PROJECT-SPECIFIC INFORMATION RESPONSIBILITY DOCUMENTATION
VERIFICATION
5.5
5.503.1 Fireplaces –Install only direct-vent sealed-combustion gas or
sealed wood-burning fireplaces, or a sealed wood stove or
pellet stove. Wood stoves and pellet stoves shall comply with
U.S. EPA NSPS emission limits.
Covering of duct openings and protection of mechanical
equipment during construction –All duct and air distribution
component openings shall be covered with tape, plastic,
and/or sheet metal during storage and rough installation until
final startup in order to reduce the amount of dust and debris
which may collect in the system.
Contractor /
Installer
Adhesives, sealants and caulks shall comply with V.O.C.
limits listed in Tables 5.504.4.1 + 5.504.2
Refer to Interior Finish Schedule and
Specification Section 079200
Paints and coatings shall comply with V.O.C. limits listed in
Table 5.504.4.3
Refer to Interior Finish Schedule and
Specification Section 099100
Carpet systems (including carpet cushion) shall meet the
testing and product requirements of Carpet and Rug
Institute's Green Label Plus Program.
Refer to Interior Finish Schedule and
Specification Section 096816 and/or 096813
Refer to Interior Finish Schedule and
Specification Sections 062000 + 064100
Composite wood products –Hardwood plywood,
particleboard, and medium density fiberboard shall comply
with formaldehyde emission limits specified in Table 5.504.4.5.
No additional
documentation required
5.504.3
5.504.4.1
5.504.4.3
5.504.4.4
5.504.4.5
Contractor /
Installer
Contractor /
Installer
Contractor /
Installer
Contractor /
Installer
Product data for
installed materials
Product data for
installed materials
Product data for
installed materials
Product data and/or
certifications;
chain of custody certifications
Refer to Interior Finish Schedule and
Specification Sections 096513, 096516,
096519, and 096566.
5.504.4.6 Contractor /
Installer
Product data for
installed materials
Air filters –Install air filtration media with a minimum MERV
rating of 13 for outside and return air.
5.504.5.3 Contractor /
Installer
Product data and location
of installed filters
Environmental Tobacco Smoke control –At designated
outdoor smoking areas, post signage prohibiting smoking
within 25' of building entries, outdoor air intakes, and operable
windows; or comply with local or applicable ordinance.
5.504.7
Indoor moisture control –Buildings shall meet or exceed
provisions of California Building Code, CCR, Title 24, Part 2,
Section 1202, and Chapter 14.
5.505.1 Jurisdiction No additional
documentation required
5.507.4.1
Interior sound transmission –Wall and floor-ceiling
assemblies separating tenant spaces from other tenant
spaces or public spaces shall have an STC of at least 40.
5.507.4.3
5.508.2
5.504.1 Limit use of permanent HVAC system during construction
to condition the building within the required temperature range
for material and equipment installation. If the HVAC system is
used during construction, use return air filters with a Minimum
Efficiency Reporting Value (MERV) of 8, or an average
efficiency of 30%; and replace all filters prior to occupancy.
Refer to notes on mechanical plans.Contractor /
Installer
No additional
documentation required
Refer to notes on mechanical plans.
Refer to notes on mechanical plans.
5.507.4.1.1 Noise exposure where noise contours not readily
available –Buildings exposed to a noise level of 65 dB Leq-1-
hr during any hour of operation shall have exterior wall and
roof-ceiling assemblies exposed to the noise source meeting
a minimum composite STC rating of 45, with exterior
windows of a minimum STC of 40.
5.106.5.3
5.303.3.2
Showerheads shall have a maximum flow rate of 1.8
gal/min at 80 psi. Showerheads shall be certified to the
performance criteria of the U.S. EPA Watersense
Specification for Showerheads.
5.303.3.3.1
5.303.3.3.2 Multiple showerheads serving one shower shall
have a combined maximum flow rate of 1.8 gal/min
at 80 psi. Or, the shower shall be designed to allow
only one showerhead to be in operation at a time.
5.407.1
Outside air delivery for mechanically or naturally ventilated
spaces in buildings –Meet the minimum requirements of
Section 120.1 (Requirements For Ventilation) of the
California Energy Code, or applicable local code, whichever
is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.1 Jurisdiction No additional
documentation required
CO2 monitoring –For buildings or additions equipped with
demand control ventilation, CO2 sensors and ventilation
controls shall be specified and installed per California Energy
Code, Section 120.1(c)(4).
5.506.2
5.507.4 Jurisdiction No additional
documentation required
Acoustical control –Employ building assemblies and
components with Sound Transmission Class (STC) values
determined in accordance with ASTM E90 and ASTM E413
or Outdoor-Indoor Sound Transmission Class (OITC)
determined in accordance with ASTM E 1332.
Performance method –For buildings located as defined in
Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling
assemblies exposed to the noise source making up the
building or addition envelope or altered envelope shall be
constructed to provide an interior noise environment
attributable to exterior sources that does not exceed an
hourly equivalent noise level of 50dBA in occupied areas
during any hour of operation.
5.507.4.2
Site features –Exterior features such as sound walls or earth
berms may be utilized as appropriate to the building, addition
or alteration project to mitigate sound migration to the interior.
5.507.4.2.1
Documentation of compliance –An acoustical analysis
documenting complying interior sound levels shall be
prepared by personnel approved by the architect or engineer
or record.
5.507.4.2.2
Ozone depletion and greenhouse gas reductions –
Installations of HVAC, refrigeration, and fire suppression shall
not contain CFCs or Halons.
5.508.1 Contractor /
Installer
Product data for refrigerants
and/or fire suppression
materials
Building assemblies comply using the
prescriptive method below.
Refer to notes on mechanical plans.
N/A -Project is an alteration and does not use
new HVAC systems.
5.410.4
PLANNING + DESIGN
WATER EFFICIENCY + CONSERVATION
MATERIAL CONSERVATION + RESOURCE EFFICIENCY
ENVIRONMENTAL QUALITY
Stormwater pollution prevention –For project sites
disturbing less than one acre of land, comply with local
ordinances for stormwater management and/or erosion
control; and/or implement BMPs for erosion/sediment control.
N/A -Project does not disturb land.
Short-term bicycle parking –For projects adding ten or
more visitor vehicle parking spaces, provide permanently-
anchored, readily-visible bicycle racks within 200' of visitors'
entrance, equal to 5% of new visitor vehicle capacity (min 2).
N/A -Project doesn't add visitor parking spaces.
Long-term bicycle parking –For projects adding vehicular
parking for 10 or more tenant-occupants, provide secure
bicycle parking equal to 5% of the tenant-occupant vehicular
parking spaces (minimum 1 bicycle parking facility).
N/A -Project doesn't add tenant-occupant parking
spaces.
Electric vehicle (EV) charging –At new projects containing
ten or more vehicle parking spaces, provide EV capable
spaces and supply equipment (quantity per Table 5.106.5.3.1).
Light pollution reduction –Design and install outdoor
lighting systems to comply with the following:
-Min. requirements for Lighting Zones 0-4 per CEC
-Backlight ratings per IES TM-15-11
-Uplight and Glare ratings per CEC
-Allowable BUG (backlight/uplight/glare) ratings per Table
5.106.8
OR comply with local ordinance, whichever is more stringent.
Grading and paving –Indicate how site grading or a
drainage system will manage all surface water flows to
keep water from entering buildings.
N/A -Project does not alter the drainage path.
Water meters –In new buildings or additions in excess of
50,000 s.f., provide separate water meters or submeters for:
1. Each individual tenant space projected to consume more
than 100 gal/day
2. Where submeters for individuals tenants is not feasible,
add submeters to the following systems:
a. Makeup water for cooling towers
(where flow through > 500 gpm)
b. Makeup water for evaporative coolers
(where flow through > 6 gpm)
c. Steam and hot-water boilers
(where energy input > 500,000 Btu/h)
5.303.1.2 Water meters –Provide a separate submeter or metering
device for any tenant within a new building or addition that
is projected to consume more than 1,000 gal/day
Water closet effective flush volume shall not exceed
1.28 gallons per flush.
N/A -Project provides no new plumbing.
N/A -Project provides no water closets.
N/A -Project provides no urinals.Urinal flush volume shall not exceed:
-0.125 gal/flush at wall-mounted urinals
-0.5 gal/flush at floor-mounted or other urinals
N/A -Project provides no showers.
N/A -Project provides no showers.
Standards –Plumbing fixtures and fittings shall be installed
in accordance with the CPC, and shall meet applicable
standards in Table 1701.1 of the CPC and in Ch. 6 of CGBC.
N/A -Project provides no irrigation.Outdoor potable water use in landscape areas shall
comply with either a local water efficient landscape
ordinance, or the current California Department of Water
Resources' Model Water Efficient Landscape Ordinance
(MWELO), whichever is more stringent
Weather protection –Provide a weather-resistant exterior
wall and foundation envelope as required by California
Building Code Section 1402.2, manufacturer's installation
instructions, or local ordinance, whichever is more stringent.
Install flashings integrated with a drainage plane.
Moisture control, entries and openings –
At exterior entries and/or openings which are subject to foot
traffic or wind-driven rain, prevent water intrusion by:
• using nonabsorbent floor and wall finishes within at least 2
feet around and perpendicular to the opening
• providing 4 feet of shelter, through either an awning, an
overhang, or a recess
5.407.2.2.2
Construction waste management –Recycle and/or reuse
65% min of nonhazardous construction/demolition waste
(per Section 5.408.1.1, 5.408.1.2 or 5.408.1.3);
or comply with local construction/demolition waste
management ordinance, whichever is more stringent.
N/A -Project is an alteration.
N/A -Project provides no irrigation.
Construction waste management plan –Where the local
jurisdiction does not have a construction and demolition
waste management ordinance that is more stringent, submit
a construction waste management plan that complies with
Section 5.408.1.1
Excavated soil and land clearing debris (trees, stumps,
rocks and vegetation) shall be 100% reused or recycled
Recycling by occupants –Provide an area identified and
used for depositing, storage and collection of non -hazardous
recyclable materials.
Commissioning for new buildings 10,000 s.f. and greater:
1. Owner's Project Requirements (OPR)
2. Basis of Design (BOD)
3. Commissioning Plan
4. Functional Performance Testing
5. Documentation and training
6. Commissioning Report
N/A -Project provides no fireplaces.
N/A -No designated outdoor smoking area
provided.
N/A -Building contains no tenant spaces.
Supermarket refrigerant leak reduction –New commercial
refrigeration systems shall comply with the provisions of this
section when installed in retail food stores that both:
• have 8,000 s.f. or more of conditioned area
• utilize either refrigerated display cases, walk-in coolers, or
walk-in freezers connected to remote compressor units or
condensing units
Prescriptive method –At the locations listed below, building
envelope wall and roof-ceiling assemblies shall have a
minimum composite STC rating of 50, and exterior windows
shall have a minimum STC rating of 40:
• Within the 65 CNEL noise contour of an airport
• Within the 65 CNEL or Ldn noise contour of a freeway,
expressway, railroad, industrial source, or fixed guideway.
N/A -Building not within 65 CNEL noise contours
of an airport, freeway, expressway, railroad,
industrial source, or fixed guideway.
N/A -Building not exposed to noise level of
65 dB Leq-1-hr during any hour of operation.
N/A -Building not within categories of sound
concern.
N/A -No site features provided to mitigate sound.
Testing and adjusting of systems for new buildings less
than 10,000 s.f.:
1. Develop a written plan of procedures for testing and
adjusting HVAC systems and controls, indoor and outdoor
lighting and controls, water heating systems, renewable
energy systems, landscape irrigation systems, and water
reuse systems, if any.
2. Perform testing, adjusting and balancing procedures in
accordance with project specifications
3. Provide final report of testing signed by the individual
responsible for performing the tests
4. Provide building owner with operation and maintenance
manual.
N/A -Project provides no commercial
refrigerated display cases, walk-in coolers,
or walk-in freezers
Refer to notes on mechanical plans.
N/A -Building not within categories of sound
concern.
NONRESIDENTIAL MANDATORY MEASURES
pr
e
s
c
r
i
p
t
i
v
e
m
e
t
h
o
d
pe
r
f
o
r
m
a
n
c
e
m
e
t
h
o
d
N/A -Building provides no new mechanical
ventilation systems.
Refer to wall schedules on A2.2 and
roof assembly details on A7.2.
N/A -Project not new or addition.
N/A -Project does not alter exterior lighting.
N/A -Alteration adds no square footage to the
building.
N/A -Alteration does not affect the building's
exterior walls or foundation.
N/A -Project does not alter exterior openings.
N/A -Project does not disturb soil.
N/A -Alteration does not affect building exterior.
N/A -Project is an alteration.
N/A -Project is a renovation.
5.504.4.7
5.504.4.8
Contractor /
Installer
Product data for
installed materials
Contractor /
Installer
Product data for
installed materials
Thermal Insulation –Comply with the requirements of the
California Department of Public Health, “Standard Method for
the Testing and Evaluation of Volatile Organic Chemical
Emissions from Indoor Sources Using Environmental
Chambers,” Version 1.2, January 2017. Provide verification
of compliance documentation.
Acoustical ceiling and wall panels –Comply with the
requirements of the California Department of Public Health,
“Standard Method for the Testing and Evaluation of Volatile
Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers,” Version 1.2, January 2017.
Provide verification of compliance documentation.
Refer to Interior Finish Schedule and
Specification Section 072100.
Refer to Interior Finish Schedule and
Specification Sections 092313, 095113,
095323, and 098413.
5.106.5.4 Electric vehicle (EV) charging (medium-and heavy-duty) –
At new Grocery, Retail, and Warehouse buildings, provide
spare raceway(s)/busway(s) and capacity for off-street
loading spaces (quantity and capacity per Table 5.106.5.4.1).
N/A -Project is a renovation.
Resilient flooring –For 80% of the floor area receiving
resilient flooring, install products complying with the California
Department of Public Health, “Standard Method for the
Testing and Evaluation of Volatile Organic Chemical
Emissions from Indoor Sources Using Environmental
Chambers,” Version 1.2, January 2017. Provide verification
of compliance documentation.
L
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C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:02 PM
T2.2
CALGREEN CODE
COMPLIANCE
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
800 W Santa Ana
Blvd. - 10111445404/06/23
TACTILE SIGN -
INSTALL ON LATCH SIDE
OF DOOR
*
SINGLE DOOR PLAN
SINGLE DOOR ELEVATION
18" x 18" CLR. FLOOR SPACE,
CENTERED ON TACTILE CHARACTERS,
BEYOND ARC OF DOOR
TACTILE SIGN -
INSTALL ON RIGHT SIDE
OF DOUBLE DOORS
*
DOUBLE DOOR ELEVATION
9" MIN. FROM OUTSIDE
EDGE OF DOOR JAMB
9" MIN. FROM OUTSIDE
EDGE OF DOOR JAMB
DOOR LEVER / LATCH
DOOR LEVER / LATCH
CONTRACTED GRADE 2 BRAILLE
CENTERED BELOW ENTIRE TEXT
+60" A.F.F. MAX. TO
BASELINE OF
HIGHEST CHARACTER
+48" A.F.F. MIN. TO
BASELINE OF
LOWEST LINE OF BRAILLE
EXIT
5/
8
"
M
I
N
.
2"
M
A
X
.
NOTES:
1. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.
CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND
(LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND)
2. REFER TO TACTILE SIGN LOCATION DETAIL FOR SIGN LOCATION RELATIVE TO DOORS
3. BRAILLE SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 11B OF THE C.B.C.,
LATEST EDITION
4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
TACTILE UPPERCASE SANS-SERIF
LETTERS, CHARACTERS RAISED 1/32"
3/
8
"
M
I
N
.
1/
2
"
M
A
X
.
3/
8
"
M
I
N
.
1/4" RADIUS - TYP.
EXIT ROUTE
ALTERNATE SIGN TYPES (REFER TO SCHEDULE):
OPEN OFFICE
100
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
1b
1a
1a
1a
(E)
(E)
(E)
TOILET
108
TOILET
107
BRANCH
101
TELLERS
103
OFFICE
102
HAND-ACTIVATED DOOR OPENING
HARDWARE, HANDLES, PULLS,
LATCHES, AND LOCKS
ELEVATION VIEW
PLAN VIEW
PUSH SIDE
PULL SIDE
*
34
"
M
I
N
.
44
"
M
A
X
.
PROVIDE THIS ADDITIONAL
SPACE (SHADED AREA)
IF DOOR IS EQUIPPED WITH
BOTH A LATCH AND A CLOSER
12" MIN.
THE FORCE REQUIRED TO ACTIVATE
OPERABLE DOOR HARDWARE SHALL
BE 5 POUNDS MAX.
60
"
M
I
N
.
48
"
M
I
N
.
24" MIN. CLR. AT EXT. DOORS
18" MIN. CLR. AT INT. DOORS
1/
4
"
M
A
X
.
1/
4
"
M
A
X
.
1/
4
"
M
A
X
.
1/
2
"
M
A
X
.
VERTICAL CHANGE IN LEVEL @
FLOOR/GROUND SURFACES
1
2
MAX. SLOPE
BEVELED CHANGE IN LEVEL @
FLOOR/GROUND SURFACES
*
80
"
M
I
N
.
4" MAX.
PROTRUSION
LEADING EDGE
GREATER THAN
27" A.F.F.
PROTRUSIONS ABOVE
MAY NOT ENCROACH
INTO CIRCULATION
BEYOND 80" A.F.F.
34
"
M
A
X
.
27
"
M
I
N
.
8" MIN.
11" MIN.6" MAX.
19"-25"
MI
N
.
9"
24" MAX.
COUNTERTOP OR
WORK SURFACE
COMBINED REQUIRED
KNEE AND TOE
CLEARANCE
NOTE: FOR REQUIRED
KNEE/TOE CLEARANCE
AT LAVATORIES,
REFER TO ACCESSIBLE
LAVATORY DETAIL
SINK, WHERE
OCCURS
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:02 PM
T3.1
POSTED SIGNAGE PLAN +
DETAILS
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/4" = 1'-0"
TYP. TACTILE SIGN LOCATION AT DOOR
3" = 1'-0"A TACTILE EXIT SIGN
NOTE: DETAIL REFERENCES REFER TO DETAILS THIS SHEET U.O.N.
NO. SIGN TYPE TEXT DETAIL
1a TACTILE EXIT - EXTERIOR DOOR EXIT A
1b TACTILE EXIT - INTERIOR DOOR EXIT ROUTE A
POSTED SIGNAGE SCHEDULE
1/8" = 1'-0"
POSTED SIGNAGE PLAN
1/4" = 1'-0" F ACCESSIBLE DOOR
6" = 1'-0"G VERTICAL OFFSETS
1/4" = 1'-0"4 PROTRUSION LIMITS
1/2" = 1'-0"E KNEE & TOE CLEARANCE @ WORK SURFACE
800 W Santa Ana
Blvd. - 10111445404/06/23
WALL TO REMAIN
WALL TO BE REMOVED
DOOR, FRAME, AND
HARDWARE TO BE REMOVED
STOREFRONT SYSTEM TO BE REMOVED
1. ALL ITEMS IDENTIFIED TO BE DEMOLISHED OR REMOVED SHALL MEAN THAT THE
SUBJECT ITEM IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED
FROM THE SITE AND RECYCLED, REUSED OR LEGALLY DISPOSED OF BY THE
CONTRACTOR IN ACCORDANCE WITH THE CITY OF SANTA ANA WASTE
MANAGEMENT PLAN.
2. ALL ITEMS NOT IDENTIFIED TO BE DEMOLISHED OR REMOVED ARE EXISTING TO
REMAIN. THE CONTRACTOR SHALL TAKE REQUIRED PRECAUTION TO PROTECT ALL
EXISTING ITEMS.
1 2 3 4 5 6 7
A
B
C
AA
OFFICE
D120
STORAGE
D119
TRAINING
D112
KITCHEN
D111
RECEPTION
D101
VAULT
D103
DATA
D104
ELEC.
D105
TOILET
D107
TOILET
D106 OFFICE
D102
JAN.
D109
STORAGE
D110
QUIET ROOM
D117
OFFICE
D116CEO OFFICE
D115
OFFICE
D114
BOARD ROOM
D113
OPEN OFFICE
D118
LOBBY
D100
02.05
02.05
02.05
02.04
02.04
02.01
02.04
02.01
02.03
02.04
02.04
02.04
02.0402.02
02.01
02.04
02.02
02.04 02.02
02.01
02.04
1 2 3 4 5 6 7
A
B
C
AA
OFFICE
D120
STORAGE
D119
TRAINING
D112
KITCHEN
D111 RECEPTION
D101
VAULT
D103
DATA
D104
ELEC.
D105
TOILET
D107
TOILET
D106
OFFICE
D102
JAN.
D109
STORAGE
D110
QUIET ROOM
D117
OFFICE
D116CEO OFFICE
D115
OFFICE
D114
BOARD ROOM
D113
OPEN OFFICE
D118
LOBBY
D100
02.32
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
AIN
TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:01 PM
D2.1
DEMOLITION FLOOR +
CEILING PLANS
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
FLOOR PLAN LEGEND
GENERAL NOTES
1/8" = 1'-0"
DEMOLITION PLAN
KEYNOTES
02.01 REMOVE DOOR, FRAME, AND HARDWARE
02.02 REMOVE STOREFRONT SYSTEM
02.03 REMOVE WINDOW
02.04 FRAMED WALL TO BE REMOVED FULL HEIGHT
02.05 REMOVE CABINETRY, COUNTER
02.32 REMOVE FRAMED GYPSUM BOARD CEILING, LIGHT FIXTURES, AND MECHANICAL
GRILLES
1/8" = 1'-0"
DEMOLITION CEILING PLAN
800 W Santa Ana
Blvd. - 10111445404/06/23
ACCESSIBLE PEDESTRIAN ROUTE:
MIN. WIDTH = 48"
MAX. SURFACE SLOPES:
CROSS SLOPE = 1:48" MAX.
SLOPE IN DIRECTION OF TRAVEL = 1:20 MAX.
RUNNING SLOPE ON RAMPS AND CURB RAMPS = 1:12 MAX.
NO VERTICAL OFFSETS IN EXCESS OF 1/4"
W
E
S
T
S
A
N
T
A
A
N
A
B
O
U
L
E
V
A
R
D
W
E
S
T
3
R
D
S
T
R
E
E
T
EXISTING BUILDING
(AREA OF WORK)
EXISTING ACCESSIBLE PARKING TO REMAIN
L
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C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:29:59 PM
A1.1
SITE PLAN
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
LEGEND
1/4" = 1'-0"
SITE PLAN
NOT TO SCALEPROJECT
NORTH
TRUE
NORTH
800 W Santa Ana
Blvd. - 10111445404/06/23
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
VAULT
104
DATA
105
ELEC.
106
TOILET
108
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
TOILET
107
AL
I
G
N
MIN.
3' - 0"
11
'
-
9
"
14
'
-
1
0
"
BRANCH
101
TELLERS
103 OFFICE
102
6'
-
0
"
5'
-
1
0
"
5
1
/
2
"
COUNTERS SHOWN
DASHED FOR CLARITY
8' - 3 1/2" 5' - 0 1/2"
2' - 1 1/2"
4' - 9"
2' - 3"
14' - 4"
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
BRANCH
101
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
101.2
OPEN OFFICE
118
1
1
1
4
TOILET
108
TOILET
107
06.01
06.01
06.01
06.01
06.01
06.01
06.01
103.2
102.1
103.1
101.1
100.1
101.3
1
1
1
TELLERS
103
OFFICE
102
1
5
3
1
6 5
5
3 3
6
05.01
5
4
7
22
05.01
1. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF EXISTING
FINISH, U.O.N.
2. SCHEDULED DETAILS REFER TO DETAILS ON SHEET A6.1, U.O.N.
3. REFER TO SHEET FOR POSTED SIGNAGE
4. INTERIOR SHEAR PLY NOT INDICATED -COORDINATE LOCATIONS w/
STRUCTURAL DRAWINGS
5. PROVIDE MOISTURE-RESISTANT GYP. BD. AT ALL WET LOCATIONS
AND/OR TO RECEIVE WALL TILE -REFER TO SHEET A10.1
6. FOR ALL EXISTING SURFACES DISTURBED BY THE NEW
CONSTRUCTION: PATCH, REPAIR, AND REFINISH TO MATCH. UPON
COMPLETION OF THE PROJECT, THERE SHALL BE NO VISUAL
DIFFERENCE BETWEEN THE NEW WORK AND EXISTING CONDITIONS.
7. REFER TO DETAIL FOR CONC. SLAB REPAIR
T3.1
G / A6.1
INTERIOR WALL TYPE - REF. SCHEDULE THIS SHEET
101.1 DOOR NUMBER -REF. A8.1 FOR SCHEDULE
GLAZED FRAME NUMBER - REF. A8.1 FOR SCHEDULE
CABINET ELEVATION - REF. A11.11
1
EXISTING WALL TO REMAIN
NEW WALL
1
ALIGN ADJACENT FINISH SURFACES
CENTERLINE DESIGNATION
L
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NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:00 PM
A2.1
FLOOR PLANS
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/8" = 1'-0"
DIMENSION PLAN
1/8" = 1'-0"
NOTATION PLAN
GENERAL NOTES
NO. CORE INSUL. WALLBD. EXTENT
DETAILS
HEAD SILL
1 2x4 D.F. STUDS
@ 16" O.C.
ACOUST.
F.G. BATT.
5/8" GYP. BD.
BOTH SIDES
CORE, INSUL. &
WALLBD. TO 6" ABOVE
FINISH CEILING
D E
2 2x4 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
2'-10" A.F.F.
- F, SIM.
3 2x4 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
4'-7" A.F.F.
- F, SIM.
4 2x6 D.F. STUDS
@ 16" O.C.
- 5/8" GYP. BD.
BOTH SIDES
CORE & WALLBD. TO 6"
ABOVE FINISH CEILING
D, SIM. E, SIM.
5 2x6 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
2'-10" A.F.F.
C / A11.1 F
6 2x6 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
3'-5" A.F.F.
A & B / A11.1 F
7 2x6 D.F. STUDS
@ 16" O.C.
- 3/4" PLYWOOD
BOTH SIDES
CORE & WALLBD. TO
4'-7" A.F.F.
D / A11.1 F
KEYNOTES
05.01 2½" DIA. STAINLESS STEEL GROMMET
06.01 PATCH & REPAIR GYP. BD. AS REQ'D FROM DEMOLITION
LEGEND
INTERIOR WALL SCHEDULE
800 W Santa Ana
Blvd. - 10111445404/06/23
4x6 BLOCKING -TOE NAIL w/ (4) 10d NAILS
2x WOOD STUDS
FOR GRAB BARS / WALL HUNG LAVS / ITEMS NOT NOTED.
MOUNT USING #14 SELF-TAPPING S.M.S.
TYPE C
FOR TOILET ACCESSORIES EXCLUDING GRAB BARS.
MOUNT USING #10 WOOD SCREWS.
TYPE A
2x WOOD STUDS
6" x 16 GA STEEL PLATE SECURE TO STUDS
w/ (2) #10 x 1/2" S.M.S.
LENGTH AS REQ'D
TO SUPPORT ITEM
2x WOOD STUDS
2x6 BLOCKING - TOE NAIL w/ (4) 10d NAILS
TYPE B
FOR MED. GAS PANELS / BASE CABINETS / WALL GUARDS /
WALL HUNG CABINETS / WALL HUNG EQUIP. MOUNT USING
#12 WOOD SCREWS.
STD. STUD
SPAC
I
N
G
STD. STUD SPAC
I
N
G
STD. STUD
SPAC
ING
LENGTH AS REQ'D
TO SUPPORT ITEM
LENGTH AS REQ'D
TO SUPPORT ITEM
SOUND ATTENUATION BATTS
5/8" GYPSUM BOARD
2x4 D.F. STUDS
5/8" GYPSUM BOARD
2x PRESSURE-TREATED SILL
PLATE w/ POWDER-DRIVEN
ANCHORS @ 32" O.C.
(E) SLAB ON GRADE
2x4 D.F. ANGLED
DIAGONAL BRACING @
48" O.C. -ALTERNATE
DIRECTION. DECK
ATTACHMENT REFER TO
TRACK w/ (2) #8
SCREWS @ EA. STUD
2x BLOCKING TYP. @ CEILING
6"
M
I
N
.
16 GA. x 1½" x 1½" x 3"
LONG CLIP ANGLE w/
(2) #8 SCREWS EA. TO
BRACE & TRACK
WALL, PER SCHEDULE
C
A6.1
1' - 6" MAX.
4"
EQ
EQ
EMBED
4"
COMPACTED
TRENCH MATERIALS
COMPACTED SAND OR
CLASS II AGGREGATE BASE
(CONCRETE FILL OPTIONAL)
SAWCUT (E) SLAB
#4 DOWEL @ 24" O.C. EACH SIDE
(N) 3000 PSI CONC. FILL
CLEAN CUT SURFACE -APPLY
CONC. BONDING AGENT - TYP.
4"
FIRECAULK
ALL CONDUIT
PENETRATIONS
5/8" TYPE 'X'
GYPSUM BOARD
WALL,
PER SCHEDULE
2x BLOCKING
ALL AROUND
2x BLOCKING
2 1/2"
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
4' -0"
MAX. A.F.F.
PROVIDE 2x4 BLKG.
BETWEEN TRUSS AS
REQUIRED
2x4 D.F. @ 48" O.C. ANGLE
BRACING- ALTERNATE DIRECTION
SUSPENDED ACOUSTICAL CEILING
WALL, PER PLAN
QUARTZ COUNTER TOP
3/4" PLYWOOD
1/4" RADIUS, TYP.
3/4" PLYWOOD EA. SIDE
BASE
2x6 D.F. STUDS @ 16" O.C.
2x BLOCKING
4"
VA
R
I
E
S
-
R
E
F
.
W
A
L
L
S
C
H
E
D
U
L
E
11 1/2"
PLASTIC LAMINATE EA. SIDE PL1
B1
Q1
2x PRESSURE-TREATED SILL
PLATE w/ POWDER-DRIVEN
ANCHORS @ 32" O.C.
(E) SLAB ON GRADE
L
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C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:00 PM
A6.1
DETAILS
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/4" = 1'-0"A TYP. BACKING PLATES
3" = 1'-0" E WALL BASE
3" = 1'-0"D TOP OF WALL @ BRACING
1 1/2" = 1'-0" G CONC. SLAB REPAIR
3" = 1'-0"B TYP. FIRE EXTINGUISHER CABINET
1/2" = 1'-0"C WOOD STUD BRACES, NON-BEARING WALL
1 1/2" = 1'-0"F LOW WALL
800 W Santa Ana
Blvd. - 10111445404/06/23
1. MAXIMUM VERTICAL OFFSET AT DOOR THRESHOLD SHALL BE 1/4"
VERTICAL OR 1/2" IF BEVELED - REFER TO THRESHOLD DETAIL(S).
2. ALL DOORS THAT ARE PART OF THE MEANS OF EGRESS SHALL BE
EQUIPPED WITH HARDWARE THAT OPENS THE DOOR FROM THE
INTERIOR WITHOUT SPECIAL KNOWLEDGE, EFFORT, OR A KEY.
3. MAXIMUM DOOR OPENING EFFORT SHALL BE 5# AT NON-RATED DOORS
AND 15# AT FIRE RATED DOORS.
4. SEE SPECIFICATIONS FOR DOOR HARDWARE SETS AND PRODUCTS.
5. ALL GLASS IN DOOR PANELS TO BE TEMPERED.
6. REFER TO SHEET A10.1 FOR FINISH CODE LEGEND
7. SCHEDULED DETAILS REFER TO DETAILS ON THIS SHEET U.O.N.
8. OPERATING HARDWARE FOR LOCKSETS/LATCHSETS SHALL BE LEVER
TYPE:
FACE
O
F
DOO
R
MA
X
.
1/2
"
MOUNTING
HEIGHT PER
SHEET T3.1
NOTE:
1. LEVER ON EGRESS SIDE SHALL PROVIDE
FREE OPERATION w/o USE OF KEY
2. SEE SPECS FOR LEVER TYPE AND
LOCKSET FUNCTION
HE
I
G
H
T
WIDTH
HE
I
G
H
T
WIDTH
HE
I
G
H
T
WIDTH
10
"
M
I
N
.
FG FULL GLASS G GATEF FLUSH
G1 - 1/4" CLEAR SINGLE-PANE GLASS
T - DENOTES TEMPERED GLASS AT
HAZARDOUS LOCATIONS
WALL, PER PLAN
HEADER
CAULK EA. SIDE
PREFINISHED KNOCK-
DOWN FRAME -
CONTRACTOR TO
VERIFY FRAME WIDTH
AT EACH DOOR
DOOR PER SCHEDULE
WALL, PER PLAN
CAULK EA. SIDE
PREFINISHED KNOCK-
DOWN FRAME -
CONTRACTOR TO
VERIFY FRAME WIDTH
AT EACH DOOR
DOOR PER SCHEDULE
WALL, PER SCHEDULE
HEADER
CAULK EA. SIDE
PREFINISHED KNOCK-
DOWN FRAME -
CONTRACTOR TO
VERIFY FRAME WIDTH
AT EACH DOOR
GLAZING PER SCHEDULE
FIN. FLR.
A
SI
L
L
H
T
.
HE
I
G
H
T
WIDTH
WALL, PER SCHEDULE
CAULK EA. SIDE
PREFINISHED KNOCK-
DOWN FRAME -
CONTRACTOR TO
VERIFY FRAME WIDTH
AT EACH DOOR
GLAZING PER SCHEDULE
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:00 PM
A8.1
DOOR SCHEDULE
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
GENERAL NOTES
NO.
SIZE PANEL FRAME DETAILS
WIDTH HEIGHT TYPE THK MATERIAL FINISH COLOR MATERIAL FINISH COLOR HD JB JB
101.2 3' - 0" 6' - 8" F 1 3/4" H.M. PAINT ALUM. ANODIZED CLEAR A B B
102.1 3' - 0" 6' - 8" FG 1 3/4" H.M. PAINT ALUM. ANODIZED CLEAR A B B
103.1 3' - 0" 2' - 10" G 1 3/4" H.M. PAINT ALUM. ANODIZED CLEAR - B B
103.2 3' - 0" 6' - 8" F 1 3/4" H.M. PAINT ALUM. ANODIZED CLEAR A B B
DOOR PANEL TYPES
GLAZING LEGEND
DOOR SCHEDULE
3" = 1'-0"A INT. ALUM. DOOR HEAD
3" = 1'-0"B INT. ALUM. DOOR JAMB
3" = 1'-0" C ALUM. SF. INT. HEAD
NO.
SIZE ELEV.
TYPE GLAZING
SILL
HT. OPERATION
FRAME DETAILS
WIDTH HEIGHT MATERIAL FINISH COLOR HD JB JB SILL
1 6' - 0" 4' - 0" A G1 2' - 10" FIXED ALUM. ANODIZED CLEAR C D, SIM. D, SIM. D
GLAZING SCHEDULE
GLAZED FRAME TYPES
3" = 1'-0" D ALUM. SF. SILL
800 W Santa Ana
Blvd. - 10111445404/06/23
24" x 24" SUSPENDED T. BAR GRID
w/ LAY-IN CEILING TILE
LIGHT FIXTURE -REF. ELECTRICAL DWGS.
12' - 0" CEILING HEIGHT ABOVE FINISH FLOOR LEVEL
ILLUMINATED EXIT SIGN -REF. ELECTRICAL DWGS.
1. LATERAL FORCE BRACING REQUIRED FOR SUSPENDED CEILING
SYSTEMS LARGER THAN 1,000 S.F. -REFER TO
2. ELECTRICAL FIXTURES SHOWN FOR COORDINATION PURPOSES
ONLY. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION.
D / A9.2
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
TOILET
108
TOILET
107
09.01
BRANCH
101
TELLERS
103
OFFICE
102
09.01
09.02
09.01
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:00 PM
A9.1
REFLECTED CEILING PLAN
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
LEGEND
GENERAL NOTES
1/8" = 1'-0"
REFLECTED CEILING PLAN
KEYNOTES
09.01 (E) T-BAR GRID TO REMAIN
09.02 INFILL T-BAR GRID & TILES @ (E) SOFFIT
800 W Santa Ana
Blvd. - 10111445404/06/23
ATTACHED END
UNATTACHED END
AT
T
A
C
H
E
D
E
N
D
UN
A
T
T
A
C
H
E
D
E
N
D
LATERAL FORCE BRACING
@ 12'-0" O.C. MAX. EA. WAY
WHERE REQUIREDTYP.
TYP.
TYP.
D
A9.2
B
A9.2
C
A9.2
#12 GA. HANGER WIRE @ 48" O.C.
w/ A MIN. OF (3) TIGHT TURNS IN
1-1/2" ATTACHMENT.
SEISMIC
CLIP
MAIN BEAM OR
CROSS RUNNER
8" MAX.
7/8"
WALL ANGLE:
DO NOT USE POP RIVETS TO
ATTACH RUNNER TO ANGLE
SCREW FASTENED PER ICC-ES REPORT &
MANUFACTURER'S INSTRUCTIONS -
ARMSTRONG BERC-2: ICC-ES ESR-1308
CHICAGO METALLIC 1496 CLIP: ICC-ES ESR-2282
USG/DONN ASM7 CLIP: ICC-ES ESR-1222
NOTE: SUSPENDED CEILING GRID
SHALL BE RATED 'HEAVY DUTY'
#12 GA. HANGER WIRE @ 48" O.C.
w/ A MIN. OF (3) TIGHT TURNS IN
1-1/2" ATTACHMENT.
SEISMIC
CLIP
MAIN BEAM OR
CROSS RUNNER
8" MAX.
7/8"3/4"
MIN. CLEARANCE
BETWEEN RUNNER
AND WALL
WALL ANGLE
NOTE: SUSPENDED CEILING GRID
SHALL BE RATED 'HEAVY DUTY'
#12 GA. HANGER WIRE @ 48" O.C.
SADDLE-TIED w/ A MIN. OF (3) TIGHT
TURNS IN 1-1/2" ATTACHMENT.
1-1/2" COLD-ROLLED CHANNEL @ 48" O.C.
OR APPROVED MANUFACTURED T-BAR
SUSPENDED CEILING SYSTEM.
FURRING CLIPS
FURRING CHANNELS @ 16" O.C. -
12" O.C. MAX w/ 5/8" WATER-
RESISTANT GYP. BD.
5/8" SUSPENDED GYP. BD. CEILING
WALL ANGLE
GYP. BD., PER PLAN AND SCHEDULE
8" MAX.
5/8" MAX.
5/16" DIAM. DRILL-IN ANCHOR
CEILING CLIP ASSEMBLY -
BEND TO ALIGN w/ WIRE -
HILTI X-CC C27 CLIP -
INSTALL PER ICC-ES ESR-2184
4 TIGHT TURNS IN 1-1/2"
12 GA. SPLAYED SEISMIC
BRACING WIREMAX.
1 1/2
"
NOTES:
1. LOAD TEST 1 OUT OF 2 INSTALLED WIRE/ANCHOR ASSEMBLIES FOR
440 LBS. IN TENSION IN DIRECTION OF WIRE
2. REUSE OF (E) SPLAYED BRACING WIRES: ALL (E) BRACE WIRES
MUST BE FIELD TESTED TO 440 POUNDS IN TENSION. THE GAGE
AND SPACING OF WIRES MUST COMPLY WITH CURRENT
APPLICABLE CODES.
PROVIDE 2x4 BLKG.
BETWEEN TRUSS AS
REQUIRED
1
5
/
8
"
1-1/8" MAX.
ANCHOR -1-1/8" MIN.
EMBEDMENT
CEILING CLIP ASSEMBLY -
HILTI X-CC C27 CLIP -
INSTALL PER ICC-ES ESR-2184
3 TIGHT TURNS IN 1-1/2"
12 GA. VERTICAL HANGER WIRE
LOAD TEST 1 OUT OF 10 INSTALLED
WIRE/ANCHOR ASSEMBLIES FOR
200 LBS. IN TENSION
NOTE:
REUSE OF (E) VERTICAL HANGER WIRES: ALL (E) HANGER WIRES MUST
BE FIELD TESTED TO 200 POUNDS IN TENSION. THE GAGE AND SPACING
OF WIRES MUST COMPLY WITH CURRENT APPLICABLE CODES.
MA
X.
1 1/2"
2 1/2"
PROVIDE 2x4 BLKG.
BETWEEN TRUSS AS
REQUIRED
1
1
/
8
"
CUT MTL. STUD
FLANGES &
BEND STUD
2-1/2" MTL. STUD
COMPRESSION
POST
3" MIN.
WEB SIDE
OF STRUT
BOTTOM OF
ROOF FRAMING
MIN. (2)
#10 S.M.S.
NOTE:
HORIZONTAL RESTRAINT POINTS SHALL BE
PLACED @ 12' x 12' O.C. MAX.
20 GA. 2-1/2" MTL. STUD COMPRESSION
POST -EXTEND TO UNDERSIDE OF
ROOF STRUCTURE
(4) #12 GA. WIRES SECURED TO MAIN
RUNNER w/ (4) TIGHT TWISTS IN 1-1/2" &
WITHIN 2" OF CROSS RUNNER
INTERSECTION & SPLAYED 90° FROM EA.
OTHER @ AN ANGLE NOT EXCEEDING 45°
FROM THE PLANE OF THE CLG. THERE
SHALL BE A RESTRAINT POINT A DISTANCE
OF NOT MORE THAN 6'-0" FROM EACH
SURROUNDING WALL. BRACING MEMBERS
SHALL BE SPACED A MIN. OF 6" FROM
HORIZ. PIPING OR DUCTWORK THAT IS
NOT PROVIDED w/ BRACING RESTRAINTS
FOR HORIZ. FORCES.
MAIN RUNNER
CROSS RUNNER
(2) MIN. #10 S.M.S.
ALLOW GAP FOR
INSTALLATION OF CLG. TILE
2" MAX.
TYP.
NOTCH TO
STRADDLE CROSS
RUNNER
H
A9.2
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:01 PM
A9.2
CEILING DETAILS
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/4" = 1'-0"A TYP. ACOUSTIC CEILING GRID
3" = 1'-0"B WALL CONDITION @ ATTACHED END
3" = 1'-0"C WALL CONDITION @ UNATTACHED END
3" = 1'-0" E SUSPENDED GYP. BD. CEILING
3" = 1'-0"G SPLAYED SEISMIC BRACING WIRE ATTACH.
3" = 1'-0"F VERT. HANGER WIRE ATTACH.
3" = 1'-0"H COMPRESSION POST TO STRUCT.
3" = 1'-0"D TYP. LATERAL FORCE BRACING
800 W Santa Ana
Blvd. - 10111445404/06/23
ALIGN ADJACENT FINISH SURFACES
CENTERLINE DESIGNATION
FINISH CODE - REF. LEGEND THIS SHEETP1
CARPET
C1 - TO BE DETERMINED
BASE
B1 - TO BE DETERMINED
QUARTZ
Q1 - TO BE DETERMINED
PLASTIC LAMINATE
PL1 - WILSONART HIGH PRESSURE LAMINATE; COLOR: FAWN CYPRESS #8208K-16
PL2 - WILSONART HIGH PRESSURE LAMINATE; COLOR: WHITE
PAINT
P1 - FIELD; TO BE DETERMINED
P2 - ACCENT; TO BE DETERMINED
WOOD STAIN
ST1 - TO BE DETERMINED
CEILING TILES
CT1 - TO MATCH (E)
PL1
Q1
B1
B
A10.1
2'
-
1
0
"
P1
PL1 PL2
TYP.
B
A10.1
D
A10.1
Q1
PL1
Q1
PL1
PL1
Q1
C
A10.1
F
A6.1
B1B1
Q1
PL2
PL2
B1
REMOVABLE WIRING
ACCESS PANEL
QUARTZ COUNTER TOP
4"
2'
-
0
"
4"
1' - 11 1/2"10"
3' - 3"
2'
-
1
0
"
4"4"
1'
-
4
"
O
P
E
N
I
N
G
OPEN CHASE
1/4" RADIUS, TYP. OF ALL EDGES
3/4" PLYWOOD ov/ 2x6 D.F.
STUDS, EA. SIDE
B1
PL1
B1
PL1
Q1
RUBBER BASE
RUBBER BASE
TELLERS BRANCH
2 1/2" DIA. STAINLESS STEEL GROMMET -
REF. NOTATION PLAN FOR LOCATIONS
FINISH FLOOR
PL1
REMOVABLE WIRING
ACCESS PANEL
QUARTZ COUNTER TOP
4"
2'
-
3
"
4"
3'
-
5
"
4"
1'
-
7
"
O
P
E
N
I
N
G
OPEN CHASE
1/4" RADIUS, TYP.
OF ALL EXPOSED
QUARTZ EDGES
3/4" PLYWOOD ov/
2x6 D.F. STUDS,
EA. SIDE
B1
PL1
B1
PL1
Q1
RUBBER BASE
RUBBER BASE
TELLERS BRANCH
2 1/2" DIA. STAINLESS
STEEL GROMMET -
REF. NOTATION PLAN
FOR LOCATIONS
FINISH FLOOR
3'
-
1
1
"
4"
2"
4"
EQ EQ
1' - 11 1/2"9 1/2"
PL1
Q1 PL1
PL1
PL1
Q1
B1
P1
PL1
Q1
PL1
PL1PL1PL1
PL1 PL1
B1 B1
PL1PL1
1' - 3" B1 1' - 3"
1" OVERHANG 1" OVERHANG
1" OVERHANG
05.02
05.02
PL1
PL1
PL1 PL1
Q1 Q1 Q1
B1 B1 B1
QUARTZ COUNTER TOP
3'
-
5
"
4"
OPEN CHASE
1/4" RADIUS, TYP.
OF ALL EXPOSED
QUARTZ EDGES
3/4" PLYWOOD ov/ 2x6
D.F. STUDS, EA. SIDE
PL1
Q1
TELLERS BRANCH
3'
-
1
1
"
4"
2"
4"
EQ EQ
1' - 11 1/2" 9 1/2"
Q1 PL1
2x6 BLOCKING w/
#14 x 2-1/2" WD. SCREWS
@ 8" O.C. (TYP.) ,
PLUS ONE #14 SCREW
@ EA. CORNER -
TYP. @ ALL CORNERS
1 3/4" LEG STAPLE
@ 8" O.C.
2x OR 3/4" PLYWOOD
#14 x 3-1/2" FLAT HEAD
WD. SCREWS AT 16" O.C.
CONT 2x4 w/
1/4" WEDGE ANCHORS
@ 24" O.C.
DRAWER
BASE CABINET
ADJUSTABLE
SHELVES -TYP.
3"
4"
1' - 10"
QUARTZ COUNTER TOP
4"4"
4'
-
7
"
1/4" RADIUS, TYP.
OF ALL EXPOSED
QUARTZ EDGES
3/4" PLYWOOD ov/
2x6 D.F. STUDS,
EA. SIDE
B1
PL2
B1
Q1
RUBBER BASE
RUBBER BASE
TELLERS BRANCH
FINISH FLOOR
PL1
PL1
4"
4"
2' - 5 1/2" 4"
3' - 3"
PRODUCT & MATERIAL REQUIREMENTS
FOR INDOOR POLLUTANT CONTROL
1. ALL MATERIALS, ADHESIVES, COATINGS, AND SEALANTS SHALL COMPLY WITH V.O.C.
LIMITATIONS SET FORTH BY THE LOCAL AIR POLLUTION CONTROL DISTRICT OR
CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 11 (CALGREEN BUILDING
STANDARDS), WHICHEVER IS MORE RESTRICTIVE.
2. ALL CARPET MATERIALS SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF
THE CARPET & RUG INSTITUTE’S GREEN LABEL PLUS PROGRAM OR EQUIVALENT
CRITERIA SET FORTH IN CALIFORNIA CALGREEN BUILDING STANDARDS.
3. A MINIMUM OF 50% OF RESILIENT FLOORING SHALL COMPLY WITH THE V.O.C. EMISSION
LIMITS DEFINED IN 2009 COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS)
CRITERIA AND LISTED ON ITS LOW-EMITTING MATERIALS LIST OR CERTIFIED UNDER THE
RESILIENT FLOOR COVERING INSTITUTE FLOORSCORE PROGRAM.
4. ALL HARDWOOD COMPOSITE WOOD PRODUCTS (PLYWOOD, PARTICLEBOARD, AND
MEDIUM DENSITY FIBERBOARD) SHALL MEET THE MAXIMUM FORMALDEHYDE EMISSIONS
LIMITATIONS AS SPECIFIED IN ARB’S AIR TOXIC CONTROL MEASURE FOR COMPOSITE
WOOD (17 CCR 93120 ET SEQ.) BY THE DATES SPECIFIED IN THOSE SECTIONS.
5. ARCHITECT HAS MADE EVERY REASONABLE ATTEMPT TO CONFIRM THAT PRODUCTS
SPECIFIED IN THESE DOCUMENTS COMPLY WITH ABOVE-LISTED REQUIREMENTS. IT IS
THE RESPONSIBILITY OF THE SUBCONTRACTOR, VENDOR, AND/OR MANUFACTURER TO
NOTIFY THE ARCHITECT THROUGH THE GENERAL CONTRACTOR OF ANY NON-COMPLIANT
PRODUCT OR MATERIAL SPECIFIED BY THE ARCHITECT PRIOR TO BID DUE DATE.
6. CONTRACTOR SHALL PROVIDE PRODUCT/MATERIAL COMPLIANCE DOCUMENTATION WITH
SUBMITTAL DOCUMENTS AS REQUIRED BY SPECIFICATION SECTION
013323. CONTRACTOR SHALL SUBMIT COMPLIANCE DOCUMENTATION TO THE
JURISDICTION HAVING AUTHORITY UPON ACCEPTANCE BY ARCHITECT.
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:01 PM
A10.1
CASEWORK ELEVATIONS +
DETAILS
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
LEGEND
FINISHES LEGEND
3/8" = 1'-0" 3 STANDING COUNTER FROM LOBBY
3/8" = 1'-0"1 ACCESSIBLE COUNTER FROM LOBBY
1 1/2" = 1'-0"C ACCESSIBLE TELLER COUNTER
1 1/2" = 1'-0"B STANDING TELLER COUNTER
3/8" = 1'-0"4 STANDING COUNTER FROM TELLERS
3/8" = 1'-0"2 ACCESSIBLE COUNTER FROM TELLERS
1 1/2" = 1'-0" A STANDING TELLER COUNTER w/ CABINET
1 1/2" = 1'-0"D TELLER COUNTER @ TCR
KEYNOTES
05.02 CASH DRAWER TO BE OWNER PROVIDED, CONTRACTOR
INSTALLED
NO. NAME FLOOR BASE WALL CEILING COMMENTS
100 OPEN OFFICE C1 B1 P1 CT1
101 BRANCH C1 B1 P1 CT1
102 OFFICE C1 B1 P1 CT1
103 TELLERS C1 B1 P1 / PL1 / PL2 CT1
ROOM FINISH SCHEDULE
800 W Santa Ana
Blvd. - 10111445404/06/23
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
BRANCH
101
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
TOILET
108
TOILET
107
TELLERS
103
OFFICE
102
PANEL B
PANEL A
(E) (E) (E)
REROUTE TO (E)
PANEL B
REROUTE TO (E)
PANEL B PANEL B
PANEL B
PANEL B
1 2 3 4 5 6 7
A
B
C
AA
OPEN OFFICE
100
VAULT
104
DATA
105
ELEC.
106
JAN.
109
STOR.
110
KITCHEN
111
TRAINING
112
BOARD ROOM
113
OFFICE
114
CEO OFFICE
115
OFFICE
116
QUIET ROOM
117
OPEN OFFICE
118
TOILET
108
TOILET
107
BRANCH
101
TELLERS
103
OFFICE
102
L1
PANEL A
PANEL A
PANEL A
PANEL A
PANEL A
PANEL B
PANEL A
L1 L1 L1
L1L1 L1 L1 L1 L1
L1 L1
L1 L1 L1 L1
L1
L1 L1 L1 L1 L1
L1 L1
L1 L1
L1 L1 L1 L1
L1 L1
L1 L1 L1 L1 L1 L1 L1 L1
L1L1 L1 L1 L1 L1 L1
L1 LIGHT FIXTURE - SEE SCHEDULE
SINGLE GANG SWITCH w/ OCCUPANCY SENSOR
20A DUPLEX RECEPTACLE
DATA OUTLET
POWER POLE
ELECTRICAL PANEL
2x4 RECESSED LIGHT FIXTURE
CEILING MOUNTED ILLUMINATED EXIT SIGN
w/ SINGLE FACE
1. ALL DIMENSIONS ARE TO FACE OF FINISH, U.O.N.
2. GANG DEVICES WHERE POSSIBLE
3. ALL SWITCH AND RECEPTACLE FACEPLATES TO BE WHITE FINISH
4. ALL LIGHTING SWITCHES SHALL BE MOUNTED WITH TOP OF
SWITCH AT 48" A.F.F.
LUMINAIRE SCHEDULE
-
MANUFACTURER NO. MODEL
- L1 2'x4' LED TROFFER
DESCRIPTION LUMENS / FT
-
FINISH
WHITE
QTY.
47
OTHER FEATURES
DIMMING,
OCCUPANCY SENSOR
L
ROFIEFAOT
C
NO. C 30857
REN. 3−31−23ATS
ICE
L
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TC
TEI
ADNSE HCR
MELANIE A .VIEUX
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
3/2/2023 4:30:02 PM
E1.1
ELECTRICAL LIGHTING +
POWER PLAN
03.03.23 PERMIT SUBMITTAL
Santa Ana Federal
Credit Union Tenant
Improvement
23-014
800 W Santa Ana Blvd
Santa Ana, CA 92701
1/8" = 1'-0"
POWER PLAN
1/8" = 1'-0"
LIGHTING PLAN
LEGEND
GENERAL NOTES
800 W Santa Ana
Blvd. - 10111445404/06/23
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2.Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5.Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6.Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7.Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8.Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9.Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10.Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
Melanie Vieux
Digitally signed by Melanie
Vieux
DN: C=US,
E=mv@wmbarchitects.com,
O=WMB Architects,
CN=Melanie Vieux
Reason: I have reviewed this
document
Date: 2023.03.28
11:17:42-07'00'
Melanie Vieux
Digitally signed by Melanie
Vieux
DN: C=US,
E=mv@wmbarchitects.com,
O=WMB Architects,
CN=Melanie Vieux
Reason: I have reviewed this
document
Date: 2023.03.28
11:17:52-07'00'
Melanie Vieux Digitally signed by Melanie Vieux
DN: C=US, E=mv@wmbarchitects.com, O=WMB Architects, CN=Melanie Vieux
Reason: I have reviewed this document
Date: 2023.03.28 11:18:03-07'00'
800 W Santa Ana
Blvd. - 10111445404/06/23
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
800 W Santa Ana
Blvd. - 10111445404/06/23