HomeMy WebLinkAbout2720 S Harbor Blvd Unit #E - PlanSHEET INDEX
AGENCY HAVING JURISDICTION:
CODES:
TYPE OF CONSTRUCTION:
SPRINKLERED:
NUMBER OF STORIES:
OCCUPANCY TYPES:
PROJECT SCOPE:
GENERAL NOTES
SYMBOLS LEGEND
PROJECT INFORMATION
VICINITY MAP
ICC TESTING
A-0.1
PROJECT TEAM
ABBREVIATIONS
CO
V
E
R
S
H
E
E
T
TENANT IMPROVEMENT
2720 S HARBOR BLVD, SUITE E
SANTA ANA, CA 92704
ZONE:
21ARCHITECTURAL
#
#
#
#
#
#
#
NAME
ROOM
MINIMUM PLUMBING FIXTURES
2022 CALIFORNIA PLUMBING CODE- SECTION 422.1
OCCUPANT LOADS- CBC TABLE 1004.5
SPACE FUNCTION SQUARE FT.LOAD FACTOR OCCUPANTS
MINIMUM PLUMBING FIXTURES- CPC TABLE 422.1
FLAME SPREAD - FINISHES
APN:
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
LOCATION
PROPERTY OWNER
APPLICANT / ARCHITECT OF RECORD
USE:
AREA OF CONSTRUCTION:
SUITE E:
BUILDING AREA:
AREA OF ADMIN OFFICE:
1
ELECTRICAL
MECHANICAL
M.E.P. ENGINEER
3
1
3
3
202527
Bldg #101123267
APPROVALS:
PLNG - C. Santana
BLDG - W. Lee
PUBLIC WORKS - Y. Soto
GN-1
GENERAL REQUIREMENTS
GE
N
E
R
A
L
N
O
T
E
S
CONSTRUCTION NOTES DEMOLITION NOTESPOWER & DATA NOTESFINISH NOTES
MILLWORK NOTES REFLECTED CEILING NOTES
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
2025
REFLECTIVE WHITE
INTERIOR SIGNAGE SIZES VARY (3"-6")
NOTE:
INTERNATIONAL SYMBOL OF ACCESS TO BE PAINTED TRAFFIC WHITE ON BLUE
(COLOR NO. 15090 IN FEDERAL STANDARD 595C) BACKGROUND (11B-703.7.2.1)
BLUE COLOR NO. 15090
IN FEDERAL STANDARD
595C
2'-8" AT PARKING2"2"
IN
T
E
R
I
O
R
S
I
G
N
A
G
E
S
I
Z
E
S
V
A
R
Y
(
3
"
-
6
"
)
2'
-
8
"
A
T
P
A
R
K
I
N
G
2"
2"
INTERNATIONAL SYMBOL OF ACCESSIBILITY
INTERNATIONAL ACCESSIBILITY SYMBOL TO BE PLACED AT ALL ACCESSIBLE
ENTRANCES PER CBC SEC. 11B-206.4/11B-216.6. SIGN SHALL COMPLY WITH CBC
SEC. 11B-703.7
C
(BRAILLE)
EXIT
ROUTE
A B
D
48
"
A
.
F
.
F
.
MI
N
.
60
"
A
.
F
.
F
.
MA
X
.
48
"
A
.
F
.
F
.
MI
N
.
48
"
A
.
F
.
F
.
MI
N
.
60
"
A
.
F
.
F
.
MA
X
.
(BRAILLE)
TACTILE EXIT SIGNS
(BRAILLE)
EXIT
48
"
A
.
F
.
F
.
MI
N
.
60
"
A
.
F
.
F
.
MA
X
.
STAIRS
DOWN
EXIT
60
"
A
.
F
.
F
.
MA
X
.
(BRAILLE)
STAIRS
UP
EXIT
LETTERING, TYP.
BRAILLE, TYP.
LETTERING SHALL BE:
·5/8" - 2" TALL
·HORIZONTAL, UPPERCASE AND SANS-SERIF
·RAISED 1/32" MINIMUM
·NON-GLARE AND CONTRASTING WITH
BACKGROUND
BRAILLE SHALL BE:
·CORRESPONDING WITH LETTERING
·CONTRACTED (TYPE 2) AND HORIZONTAL FORMAT
·LOCATED 3/8" - 1/2" BELOW THE LETTERING, FLUSH LEFT
OR CENTERED
·3/8" MIN. FROM RAISED BORDERS AND DECORATIVE
ELEMENTS
NOTE:
1.SIGN SHALL BE ON THE LATCH SIDE OF DOOR- REFER TO DETAIL 3 / AD-2 .
2.REFER TO EGRESS PLAN, SHEET A-0.3 FOR TACTILE SIGN LOCATIONS.
3.SUBMIT FULL-SIZE SIGN SAMPLES TO ARCHITECT AND BUILDING OWNER FOR REVIEW.
#
18" MIN.
EQ.EQ.CL
12
"
M
I
N
.
NO ROOF ACCESS
STAIR I
GROUND FLOOR
ACCESS
B
A
1"
1"
5"
1"
1-
1
/
2
"
5'
-
0
"
A.
F
.
F
.
STAIRWAY IDENTIFICATION SIGNAGE
#
18" MIN.
EQ.EQ.CL
12
"
M
I
N
.
ROOF ACCESS
STAIR I
GROUND FLOOR
ACCESS 1"
1"
5"
1"
1-
1
/
2
"
1023.9- STAIRWAY IDENTIFICATION SIGNS
A SIGN SHALL BE PROVIDED AT EACH FLOOR LANDING IN AN INTERIOR EXIT STAIRWAY AND RAMP CONNECTING
MORE THAN THREE STORIES DESIGNATING THE FLOOR LEVEL, THE TERMINUS OF THE TOP AND BOTTOM OF THE
INTERIOR STAIRWAY AND RAMP AND THE IDENTIFICATION OF THE STAIRWAY OR RAMP. THE SIGNAGE SHALL
STATE THE STORY OF AND DIRECTION TO THE EXIT DISCHARGE, AND THE AVAILABILITY OF ROOF ACCESS FROM
THE INTERIOR EXIT STAIRWAY AND RAMP FOR THE FIRE DEPARTMENT. THE BOTTOM OF THE SIGN SHALL BE
LOCATED NOT LESS THAN 5 FEET (5'-0") ABOVE THE FLOOR LANDING IN A POSITION THAT IS READILY VISIBLE
WHEN THE DOORS ARE IN THE OPEN AND CLOSED POSITIONS.
5'
-
0
"
A.
F
.
F
.
NOTE:
1.CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST
WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK
CHARACTERS ON A LIGHT BACKGROUND.
9" MIN.
18
"
M
I
N
.
2" Ø GALVANIZED PIPE SET IN CONCRETE
18" BELOW GRADE WHERE OCCURS.
"VAN" SIGN AS INDICATED ON SITE PLAN
ONLY
INTERNATIONAL SYMBOL OF ACCESS TO BE
PAINTED WHITE ON ROYAL BLUE
BACKGROUND MIN. 70 SQ. INCHES
1/2" RADIUS TYPICAL
REFLECTORIZED SIGN CONSTRUCTED OF
PORCELAIN STEEL WITH BEADED TEXT OR
EQUAL
TOW AWAY WARNING SIGNAGE
17" MIN. (24" RECOMMENDED)
22
"
M
I
N
.
(
2
4
"
R
E
C
O
M
M
E
N
D
E
D
)
REFLECTORIZED SIGN CONSTRUCTED OF
PORCELAIN STEEL WITH BEADED TEXT
OR EQUAL. (2) 3/8" DIAMETER BOLTS
THRU STEEL PIPE. SIGN TO DISPLAY ID
SYMBOL.
2" SQ. ANODIZED ALUMINUM PIPE.
COLOR AND FINISH TO MATCH PARKING
LOT LIGHTING FIXTURE POLES
PARKING
ONLY
ACCESSIBLE PARKING SIGNAGE
60
"
A
.
F
.
F
.
M
I
N
.
M
E
A
S
U
R
E
D
T
O
B
O
T
T
O
M
O
F
S
I
G
N
80
"
A
.
F
.
F
.
I
N
A
C
C
E
S
S
I
B
L
E
R
O
U
T
E
LETTERING ON SIGN MUST BE MINIMUM
OF 1" HIGH
APPROPRIATE INFORMATION MUST BE
INCLUDED ON SIGN (MINIMUM OF 1" IN
HEIGHT)(11B-502.8.2)
NOTE:
SIGN TO BE CENTERED AT THE
INTERIOR END OF PARKING SPACE. SIGN
SHALL BE LOCATED SO AS NOT TO BE
BLOCKED BY VEHICLE PARKED IN SPACE.
NOTE:
SIGN MUST BE POSTED AT EACH ENTRY
TO OFF-STREET PARKING FACILITIES
60
"
A
.
F
.
F
.
M
I
N
.
M
E
A
S
U
R
E
D
T
O
B
O
T
T
O
M
O
F
S
I
G
N
80
"
A
.
F
.
F
.
I
N
A
C
C
E
S
S
I
B
L
E
R
O
U
T
E
6"
2'-0"
6"
PRECAST CONCRETE WHEEL STOP
6" HIGH x 6" WIDE x 48" LONG PRECAST
CONCRETE WHEELSTOP
NOTE LINE OF BUILDING
OR WALL. SEE SITE PLAN.
2 - 3/4" Ø x 24" LONG G.I.
PIPE STAKES.
WHEEL STOP- SEE
ACCESSIBLE PARKING STALLS W/ CURB RAMP
2% MAX. SLOPE
6
-
NO
PARKING"NO PARKING" WHITE LETTERING,
12" IN HEIGHT AND LOCATED TO BE
VISIBLE FROM THE ADJACENT
VEHICULAR WAY (11B-502.3.3)
48
"
M
I
N
.
DETECTABLE WARNINGS
SEE
18
'
-
0
"
M
I
N
.
9'-0"
MIN.
9'-0"
MIN.
5'-0" MIN.
2% MAX. SLOPE
48"
MIN.
36
"
RAMP
8.33% MAX.
RAMP
8.33% MAX.
36"
O.C.
2%
M
A
X
.
SL
O
P
E
2%
M
A
X
.
SL
O
P
E
24
"
ACCESSIBLE PARKING SIGNAGE
(11B-502.6), SEE
ZERO CURB FACE AT TYPICAL LINE OF
TRANSITION FROM ASPHALT TO CONC.
4" WIDE, BLUE STRIPES @ 36" O.C.
SYMBOL OF ACCESSIBILITY
(11B-703.7.2.1). SEE 1
-
8
-
4
-
8'-0" VAN
EXISTING PARALLEL CURB RAMPS (PRIOR TO JULY 1, 2021)-
EXISTING PARALLEL CURB RAMPS IN COMPLIANCE WITH THE CODE IN EFFECT AT
THE TIME OF INSTALLATION SHALL NOT BE REQUIRED TO PROVIDE THE MINIMUM
36" DEPTH AT THE TURNING SPACE BEYOND THE DETECTABLE WARNING.
5% MAX. SLOPE CONCRETE WALK
WITH NON-SLIP SURFACE
(LIGHT BROOM FINISH)
TRUNCATED DOMES
FIGURE 11B-705.1
SIZE AND SPACING OF TRUCATED DOMES
PLAN
ENLARGED ELEVATION
RECESS CONCRETE PER MANUFACTURER'S
RECOMMENDATIONS
PE
R
P
L
A
N
0.65 MIN.
16.5
2.3 - 2.4
58 - 61
2.3 - 2.4
58 - 61
0.2
5.1 MM
BASE DIAMETER
0.9 - 0.92
22.9 MM - 23.4 MM
TOP DIAMETER
0.45 - 0.47
11.4 MM - 11.9 MM
11B - 705.1 DETECTABLE WARNINGS
11B - 705.1.1 GENERAL
DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES
AND SHALL COMPLY WITH SECTION 11B-705.
11B - 705.1.1.1 DOME SIZE
TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE
DIAMETER OF 0.9 INCH (22.9 MM) MINIMUM AND 0.92 INCH (23.4 MM)
MAXIMUM, A TOP DIAMETER OF 0.45 INCH (11.4 MM) MINIMUM AND 0.47 INCH
(11.9 MM) MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 MM).
11B - 705.1.1.2 DOME SPACING
TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A
CENTER - TO - CENTER SPACING OF 2.3 INCHES (58 MM) MINIMUM AND 2.4
INCHES (61 MM) MAXIMUM, AND A BASE - TO - BASE SPACING OF 0.65 INCH
(16.5 MM) MINIMUM, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A
SQUARE GRID.
EXCEPTIONS: WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES
SHALL HAVE A CENTER - TO - CENTER SPACING OF 1.6 INCHES (41 MM)
MINIMUM TO 2.4 INCHES (61 MM) MAXIMUM.
11B-705.1.1.3.1 DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE 33538
OF SAE AMS-STD-595A.
EXCEPTIONS:
1. REPLACEMENT OF LESS THAN 20 PERCENT OF EXISTING DETECTABLE
WARNINGS AT A SINGLE CONTINUOUS LOCATION SHALL BE PERMITTED TO BE
IN-KIND AT EXISTING CURB RAMPS, ISLAND OR CUT-THROUGH MEDIANS WITH
DETECTABLE WARNINGS IN COMPLIANCE WITH THE CODE REQUIREMENTS IN
EFFECT AT TEH TIME OF INSTALLATION.
2. EXISTING INSTALLED DETECTABLE WARNINGS AT CURB RAMPS, ISLANDS
OR CUT-THROUGH MEDIANS MAY COMPLY WITH SEC. 11B-705.1.1.2.3 IN LIEU
OF SECTION 11B-705.1.1.3.1.
2
6
7 4
1
3
5
6
1
3
4
5
7
WALL SWITCH, DIMMER OR
WALL MOUNTED MOTION
SENSOR, WALL PHONES
AND 'J' BOXES AT
COUNTERS. MULTIPLE
SWITCHES TO BE GANGED
INTO ONE COVER PLATE.
2
ELECTRICAL WALL OUTLET.
MULTIPLE OUTLETS TO BE
GANGED INTO ONE COVER
PLATE.
ADJUST CENTERLINE
DIMENSION TO 12" AS
REQUIRED TO
ACCOMMODATE MULTIPLE
GANGED DEVICES
DOOR / DOOR FRAME PER
DOOR SCHEDULE
MOUNTING HEIGHTS AT DOOR
WALL MOUNTED F.L.S.
STROBE DEVICE
KEY CARD READER OR
THERMOSTAT
DOOR LEVER HANDLE
NOTE:
1.ALL DIMENSIONS GIVEN ARE FROM F.F.L. DATUM. FINISH FLOOR MATERIAL IS ASSUMED TO BE 3/8" THICK GLUE
DOWN CARPET. FLOOR FINISH AND THICKNESS WILL VARY FROM LOCATION TO LOCATION. REFER TO PLANS AND
DETAILS FOR SPECIFIC FLOORING INFORMATION.
2.NO ALLOWANCE HAS BEEN MADE FOR ANY DEPRESSIONS OR ELEVATIONS IN THE SLAB. ELEVATION HEIGHTS SHOULD
TAKE INTO ACCOUNT ANY VARIATIONS IN THE FLOOR SLAB.
3.CERTAIN ELEVATION DIMENSIONS ARE ASSOCIATED WITH CODE REQUIRED MAXIMUM OR MINIMUM MOUNTING
HEIGHTS. SUCH DIMENSIONS SHOULD BE HELD DESPITE VARIATIONS IN THE SLAB. CODE DIMENSIONS ARE IN
PARENTHESIS WITH AN ASTERISK NEXT TO THE CRITICAL DIMENSION. E.G.: ( * +15" MIN. )
4.THE THERMOSTAT AND CARD READERS SHALL BE LOCATED SO THAT THE TOP OF THE OUTLET BOX IS NO MORE THAN
48" NOR LESS THAN 15" TO THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR (2019 CBC 11B-308).
6"
6"
M
I
N
.
CL
E
A
R
PE
R
D
O
O
R
S
C
H
E
D
U
L
E
+
8
0
"
A
.
F
.
F
.
+
4
8
"
A
.
F
.
F
.
T
O
T
O
P
O
F
B
O
X
34
"
-
4
4
"
15
"
OBSTRUCTED HIGH SIDE REACH
UNOBSTRUCTED SIDE REACH
REACH RANGES
UNOBSTRUCTED FORWARD REACH
OBSTRUCTED HIGH FORWARD REACH
48
"
M
A
X
.
15
"
M
I
N
.
48
"
M
A
X
.
15
"
M
I
N
.
34
"
M
A
X
20" MAX.
48
"
M
A
X
.
FIG. CD-12C
10" MAX.
FIG. CD-12D
48
"
M
A
X
.
10" MAX.
OBSTRUCTED HIGH SIDE REACH
34
"
M
A
X
FIG. CD-12D
46
"
M
A
X
.
>10"-24" MAX.
FIG. CD-12A
20" - 25" MAX.
44
"
M
A
X
.
FIG. CD-12B
OBSTRUCTED HIGH FORWARD REACH
FIG. CD-12B
DETECTABLE WARNING
THE CROSS SLOPE OF CURB RAMPS AND
LANDINGS SHALL NOT EXCEED 1:48 (2%)
GUTTER
48" M
I
N
.
1:12
M
A
X
.
48"
M
I
N
.
36"
2" M
A
X
.
PARALLEL CURB RAMP - ONE SIDED
(VE
H
I
C
U
L
A
R
T
R
A
F
F
I
C
)
48"
M
I
N
.
LAN
D
I
N
G
(WHERE OCCURS)
6"-8
"
CURB
REFER TO DETAIL #4.
SLOP
E
11B-247.1.2.2
11B-406.3.2
11B-705.1.2.2.2.1
11B-406.3.2
AD-11
3
71013
9
GE
N
E
R
A
L
&
S
I
T
E
AC
C
E
S
S
I
B
I
L
I
T
Y
D
E
T
A
I
L
S
11
6
8
4
2
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
2025
FRONT ELEVATION SIDE ELEVATION
ACCESSIBLE MOUNTING HEIGHTS - TYPICAL
CL
19
"
M
I
N
.
TO
O
U
T
L
E
T
7" - 9"
17
"
-
1
9
"
33
"
-
3
6
"
42" MIN.12" MAX.
54" MIN.
TRANSFER
SIDE
17" - 18"
CL
6" MAX.12" MIN.
24" MIN.
FIRE
EXTINGUISHER
CABINET
36
"
HA
N
D
L
E
TYPICAL "J"-BOX
OUTLET
15
"
BO
T
T
O
M
O
F
PL
A
T
E
TYPICAL "J"-BOX
OUTLET AT DESK
21
"
FIRE ALARM
PULL AND
STROBE
48
"
SHELF
40
"
40
"
M
A
X
.
TO
R
E
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
40
"
M
A
X
.
OP
E
N
P
O
S
I
T
I
O
N
WALL MIRRORFLIP DOWN SURFACE
MOUNTED BABY
CHANGING TABLE
40
"
MA
X
.
SEAT COVER
DISPENSER
BIO / SRP
/ GLOVE
DISPENSER
SOAP
DISPENSER
FEMININE
NAPKIN
DISPENSER
TOWEL
DISPENSER
WASTE
RECEPTACLE
CL
REQUIRED CLEAR AREA
ADJOINING OR
OVERLAPPING ACCESSIBLE
ROUTE. DOORS SHALL NOT
SWING OVER CLEAR SPACE.
PLAN
30" MIN.
17
"
M
I
N
.
25
"
M
A
X
.
18" MIN.
48
"
M
I
N
.
HAND
DRYER
FIN. FLR.
OPERABLE
PART
TOILET PAPER DISPENSER
SEAT COVER DISPENSER
OUTSIDE OF GRAB BAR
FIN. FLR.
24" MIN.
TOP OF GRIP SURFACE
SANITARY NAPKIN
DISPOSAL
36" MIN.
1
2
LETTERING
1
2
3
MEN / MALE
WOMEN / FEMALE
MEN WOMEN ALL GENDER
TACTILE CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE
OF THE CHARACTER SHALL BE 5/8" MINIMUM AND 2" MAXIMUM BASED ON
HEIGHT OF UPPER CASE LETTER 'I'.
BRAILLE SHALL BE CONTRACTED GRADE 2 AND SHALL COMPLY WITH CBC
SECTIONS 11B-703.3 AND 11B-703.4
WALL SIGNAGE- ACCESSIBLE RESTROOM
WHITE BORDER
WHITE FIGURE PICTOGRAM
CONTRASTING BACKGROUND BLUE IN
COLOR AND SHALL APPROXIMATE FS 15090
IN FEDERAL STANDARD 595C
(11B-703-7.2.1)
NOTE:
LOCATED ON LATCH SIDE OF DOOR- REFER TO DETAIL 7 / -
1.COLOR AND CONTRAST OF DOOR SIGNAGE SHALL DISTINCTIVELY CONTRASTED WITH THE COLOR AND
CONTRAST OF THE DOOR.
2.PICTOGRAM SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED
IN THE PICTOGRAM.
3.'DOT' PATTERN FOR BRAILLE IS DIAGRAMMATIC AND IS GRAPHIC REPRESENTATION OF THE TACTILE
WRITING SYSTEM FOR THE VISUALLY IMPAIRED.
58
"
-
6
0
"
TO
C
E
N
T
E
R
O
F
S
Y
M
B
O
L
12
"
6"
M
I
N
.
NOTE:
1.CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR A NON - GLARE FINISH. CHARACTERS
AND SYMBOLS SHALL BE IN CONTRAST WITH THEIR BACKGROUNDS
2.SIZE / DIMENSION OF ACCESSIBLE SIGNAGE SHALL BE BASED ON ROOM NAME INFORMATION. GENERAL
CONTRACTOR SHALL VERIFY SIZE / DIMENSIONS OF ACCESSIBLE SIGNAGE PRIOR TO FABRICATION (U.N.O.).
3. 'DOT' PATTERN FOR BRAILLE IS DIAGRAMMATIC AND A GRAPHIC REPRESENTATION OF THE TACTILE WRITING
SYSTEM FOR THE VISUALLY IMPAIRED.
58
"
-
6
0
"
TO
C
E
N
T
E
R
O
F
S
Y
M
B
O
L
58
"
-
6
0
"
TO
C
E
N
T
E
R
O
F
S
Y
M
B
O
L
12
"
12
"
DOOR SIGNAGE- ACCESSIBLE RESTROOM
SIGNAGE- ISA ACCESSIBLE SIGNAGE
1/4" THICK EQUILATERAL TRIANGLE
1/4" THICK CIRCLE
1/4" THICK CIRCLE WITH 1/4" THICK
EQUILATERAL TRIANGLE SUPERIMPOSED
WITHIN CIRCLE
ALL-GENDER
6"
M
I
N
.
60
"
M
A
X
.
A
.
F
.
F
.
48
"
M
I
N
.
A
.
F
.
F
.
60
"
M
A
X
.
A
.
F
.
F
.
48
"
M
I
N
.
A
.
F
.
F
.
1
34
2
3 BASELINE OF THE LOWEST BRAILLE CELL.
4 BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.
FIGURE 11B-703.4.2
TACTILE SIGN AT DOOR
18" MIN.CENTERED ON TACTILE
CHARACTERS
18
"
M
I
N
.
CL
NOTE:
1.WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED AT DOOR LATCH SIDE.
2.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON
THE ACTIVE LEAF.
3. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED
TO THE RIGHT OF THE RIGHT HAND DOOR.
4. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE
DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL.
5. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT THE CLEAR FLOOR SPACE OF 18" X 18"
MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN
THE CLOSED POSITION AND 45 DEGREE OPEN POSITION.
6. WHERE PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO,
AND OUTSIDE OF THE ROOM OR SPACE.
7. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN
DIRECTION OF EGRESS TRAVEL.
EXCEPTION: IN ALTERATIONS WHERE THE SIGN INSTALLATION LOCATIONS IDENTIFIED ABOVE ARE OBSTRUCTED OR
OTHERWISE UNAVAILABLE FOR SIGN INSTALLATION, SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE
PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES.
2.
NOTE:
1.
4
2
3
2
3
DOOR SIGNAGE- REFER TO DETAIL 10 /-
CENTER HORIZONTALLY ON DOOR.
1 DOOR & FRAME- REFER TO DOOR SCHEDULE.
DOOR TO OPERATE WITH NO MORE THAT 5LBS.
APPLIED PRESSURE.
WALL SIGNAGE- REFER TO DETAIL 9 / -
WALL SIGN MOUNTING LOCATION SHALL ALLOW A PERSON TO APPROACH WITHIN 3" OF WALL SIGNAGE
WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.
GENERAL CONTRACTOR TO VERIFY EXISTING SIGNS CONFORM TO ACCESSIBLE REQUIREMENTS
SIGNAGE- ACCESSIBLE RESTROOM
58
"
-
6
0
"
DOOR HARDWARE- REFER TO DOOR SCHEDULE
4
1
REFER TO ACCESSIBLE SIGNAGE DETAIL
5
6
5 BRAILLE SHALL BE SEPARATED 3/8" MINIMUM AND 1/2" MAXIMUM FROM
ANY OTHER TACTILE CHARACTERS.
6 BRAILLE SHALL BE SEPARATED 3/8" MINIMUM FROM RAISED BORDERS
AND DECORATIVE ELEMENTS.
6"
M
I
N
.
1
6"
M
I
N
.
4 PICTOGRAM SHALL BE IN CONTRAST WITH
THE BACKGROUND
4 2 3123
NOTE:
LOCATED ON DOOR- REFER TO DETAIL 11 / -
1.COLOR AND CONTRAST OF DOOR SIGNAGE SHALL DISTINCTIVELY CONTRASTED WITH THE COLOR AND
CONTRAST OF THE DOOR.
C.L.
C.L.
C.L.
60
"
M
A
X
.
A
.
F
.
F
.
48
"
M
I
N
.
A
.
F
.
F
.
LAVATORY- FORWARD APPROACH
ACCESSIBLE TOILET
8"
MIN.
9"
MI
N
.
6"
MAX.
17"
MIN.
1.FAUCET CONTROLS SHALL COMPLY W/ OPERABLE PARTS (CBC 11B-606.4). HAND
OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM.
2.THE HIGHER OF THE RIM OR COUNTER SURFACE SHALL BE 34" MAXIMUM ABOVE THE
FINISH FLOOR.
3.WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR
OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP
OR ABRASIVE SURFACES UNDER LAVATORIES.
4.THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE
CLEARANCES.
27
"
M
I
N
.
29
"
M
I
N
.
34
"
M
A
X
.
11"
MIN.
TOE CLEARANCE
KNEE CLEARANCE
OVERFLOW- SEE NOTE #4
FAUCET- SEE NOTE #1
ELEVATION
6"
MIN.
9"
MI
N
.
TOE CLEARANCE AT ACCESSIBLE COMPARTMENT
6"
MIN.
AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9" MINIMUM ABOVE THE FINISH FLOOR
AND 6" DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION
SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP
EDGES OR ABRASIVE SURFACES. COMPARTMENTS. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED
IN A COMPARTMENT GREATER THAN 66" WIDE. (CBC 11B-604.8.1.4)
PARTITION
>66"
60" MIN.
TOE CLEARANCE AT SIDE
PARTITIONS IS NOT
REQUIRED IN COMPARTMENTS
GREATER THAN 66" WIDE
AD-21
25
7
8
10
11
RE
S
T
R
O
O
M
A
C
C
E
S
S
I
B
I
L
I
T
Y
D
E
T
A
I
L
39
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
2025
2730
S HARBOR BLVD
EXISTING 2-STORY BUILDING
2727
S CRODDY WAY
EXISTING 1-STORY
BUILDING
2740-2750
S HARBOR BLVD
EXISTING 2-STORY
BUILDING
2737
S CRODDY WAY
EXISTING 1-STORY
BUILDING
2770
S HARBOR BLVD
EXISTING 2-STORY BUILDING
2760
S HARBOR BLVD
EXISTING 1-STORY
BUILDING
2720
S HARBOR BLVD
EXISTING 1-STORY
BUILDING
(E) BUILDING
(E) BUILDING
CR
O
D
D
Y
W
A
Y
HA
R
B
O
R
B
O
U
L
E
V
A
R
D
NO
P
A
R
K
I
N
G
N
O
PA
R
K
I
N
G
NO
PARKING
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
A-0.2
PLAN LEGEND
KEYNOTES
#
EXISTING SITE PLAN
SCALE: 1/32" = 1'-0"
N
EX
I
S
T
I
N
G
S
I
T
E
P
L
A
N
1
2
3
4
5
6
7
8
23
11
7
8
6
21
SUITE E
ENTRY
1
1
1
2
3
5
EXISTING PARKING TABLE
2
4
5
5
5
2
6
7
8
NOTE:
EXISTING SITE PLAN AND ACCESSIBILITY APPROVED
UNDER PERMIT NO.: 101118554, 10119164-69 - 09/23/2024.
2025
TV
FEC
R.
N
N
EP
EPR.
CR
CR
A-0.3
PLAN LEGEND
KEYNOTES
EGRESS PLAN
SCALE: 1/8" = 1'-0"
FEC
N
EG
R
E
S
S
P
L
A
N
OCCUPANT LOAD CALCULATION
ROOM / FUNCTION SQ. FT.OCC. LOAD FACTOR OCCUPANT LOAD
OCCUPANCY CALCULATION BASED ON CBC 2022 TABLE 1004.5
ROOM NO.OCC. GROUP
MINIMUM EGRESS
*
*
1
2
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
112
(E) MEETING ROOM
101
(E) OFFICE 1
111
(E) BREAK AREA
(E) ALL GENDER
107
RESTROOM 1
(E) ALL GENDER
108
RESTROOM 2
105
COPY/PRINT
106
HALL
ENTRY
100
VESTIBULE
COMMON PATH
OF TRAVEL = 68'-10"
COMMON PATH
OF TRAVEL = 63'-9"
EXIT
DISCHARGE
1
2
102
PRODUCTION
104
OFFICE 2
103
WELLNESS
109
IT
110
STORAGE
2
1
CR
1
2
2
202527
TV
EP EP
FEC
R.
R.
A-1
#
CONSTRUCTION PLAN LEGEND
KEYNOTES
CONSTRUCTION PLAN
SCALE: 3/16" = 1'-0"N
DE
M
O
L
I
T
I
O
N
C
E
I
L
I
N
G
P
L
A
N
&
C
O
N
S
T
R
U
C
T
I
O
N
P
L
A
N
PARTITION SCHEDULE
CONSTRUCTIONTYPE DETAIL
FEC
1
2
3
XX
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
DEMOLITION CEILING PLAN
SCALE: 3/16" = 1'-0"N
112
(E) MEETING ROOM
101
(E) OFFICE 1
111
(E) BREAK AREA
104
PRODUCTION
(E) ALL GENDER
108
RESTROOM 1
(E) ALL GENDER
109
RESTROOM 2
(E) IT/
110
STORAGE
103
OFFICE 2
105
WELLNESS
106
COPY/PRINT
107
HALL
ENTRY
100
VESTIBULE
102
STORAGE
DEMOLITION CEILING PLAN LEGEND
3
D-2
100
103
102
105
A1A1
A1
A1
A1
A1
A1
A1
A1
7'-1"
4'
-
1
0
"
10
'
-
4
"
17
'
-
1
1
"
8'
-
1
0
"
12'-4"13'-5"5'-2"
17
'
-
9
"
5'
-
0
"
1
D-2
2
D-2
1
11
1
1
1
1
1
1
1
2
3
1
A-6
12'-4"
2025
(E)
WH
EP EP
FEC
A-1
DE
M
O
L
I
T
I
O
N
P
L
A
N
&
D
E
M
O
L
I
T
I
O
N
C
E
I
L
I
N
G
P
L
A
N
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
DEMOLITION CEILING PLAN
SCALE: 3/16" = 1'-0"N
PLAN LEGEND
DEMOLITION PLAN
SCALE: 3/16" = 1'-0"N
1
EP
2
2
2
2
3
3
1
202527
TV
FEC
R.
EP
EP
(E)
WH
R.
A-2
#
CONSTRUCTION PLAN LEGEND
KEYNOTES
CONSTRUCTION PLAN
SCALE: 3/16" = 1'-0"N
CO
N
S
T
R
U
C
T
I
O
N
P
L
A
N
PARTITION SCHEDULE
CONSTRUCTIONTYPE DETAIL
FEC
1
2
3
XX
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
112
(E) MEETING ROOM
101
(E) OFFICE 1
111
(E) BREAK AREA
102
PRODUCTION
(E) ALL GENDER
107
RESTROOM 1
(E) ALL GENDER
108
RESTROOM 2
109
IT
104
OFFICE 2
103
WELLNESS
105
COPY/PRINT
106
HALL
ENTRY
100
VESTIBULE 3
D-2
100B
104
103
A1
A1
A1
A1
A1
8'
-
1
0
"
10
'
-
4
"
12'-4"13'-5"5'-2"
8'
-
7
"
6'
-
5
"
1
D-2
2
D-2
1
1
1
1
1
1
1
1
1
2
3
1
A-6
(E)
WH
110
STORAGE
3'
-
6
"
4'
-
8
"
3'-0"3'-1"
9"
6'-5"
109
110
1
1
A1
A1
2
100A
5'-0"±8'-0"
3
2
3
1
202527
TV
FEC
+44
R.
+44
N +60 N+60
+44
GFI
+44
GFI
+44
+44
EP
EP
N
N
R.N N
NN
NN
N
N
N
N
CR
CR
N
N
R
R
R
A-3
POWER/DATA PLAN LEGEND
REFLECTED CEILING PLAN
SCALE: 3/16" = 1'-0"N
PO
W
E
R
/
D
A
T
A
P
L
A
N
&
R
E
F
L
E
C
T
E
D
C
E
I
L
I
N
G
P
L
A
N
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
POWER/DATA PLAN
SCALE: 3/16" = 1'-0"N
112
(E) MEETING ROOM
101
(E) OFFICE 1
111
(E) BREAK AREA
102
PRODUCTION
(E) ALL GENDER
107
RESTROOM 1
(E) ALL GENDER
108
RESTROOM 2
104
OFFICE 2
103
WELLNESS
105
COPY/PRINT
106
HALL
ENTRY
100
VESTIBULE
112
(E) MEETING ROOM
101
(E) OFFICE 1
111
(E) BREAK AREA
102
PRODUCTION
(E) ALL GENDER
107
RESTROOM 1
(E) ALL GENDER
108
RESTROOM 2
110
STORAGE
104
OFFICE 2
103
WELLNESS
105
COPY/PRINT
106
HALL
ENTRY
100
VESTIBULE
±9'-0"CH
±9'-0"CH
±9'-0"CH
±9'-0"CH
±9'-0"CH
±9'-0"CH
±9'-0"CH
±9'-0"CH
±8'-0"CH
±8'-0"CH
"N"
POWER/DATA PLAN KEYNOTES
EQUIPMENT SCHEDULE
MANUFACTURER MODEL #POWER-
HEIGHTTYPE FURNISHED
BY
INSTALLED
BYXX
1
2
3
4
5
PD1
PD2
PD3
PD1
PD2
PD3
PD3
PD3
REFLECTED CEILING PLAN LEGEND
±8'-0"CH
·
·
REFLECTED CEILING PLAN KEYNOTES
RC1
RC2
RC1 RC2
RC1 RC2
RC1 RC2
RC1 RC2
RC1 RC2
RC1 RC2
RC1 RC2
RC2
RC2
8
D-2
±9'-0"CH
109
IT
RC1 RC2
109
IT
110
STORAGE
EP
1
1
1
2
2
±9'-0"CH
2
6
CR
2
1
202527
FEC
EP
EP
CR
CR
A-5
PLAN LEGEND
FINISH PLAN
SCALE: 3/16" = 1'-0"N
FINISH SCHEDULE
FI
N
I
S
H
P
L
A
N
KEYNOTES
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
112
(E) MEETING ROOM
101
(E) OFFICE 1
111
(E) BREAK AREA
(E) ALL GENDER
107
RESTROOM 1
(E) ALL GENDER
108
RESTROOM 2
104
OFFICE 2
103
WELLNESS
105
COPY/PRINT
ENTRY
100
VESTIBULE
FLOOR COVERING:
C
1
SC
1
C
1
C
1
VCT
1
VCT
1
C
1
SC
1
SC
1C
1
C
1
SC
1
SC
1
SC
1
B
1
B
2
BASE SPECIFICATIONS:
B
2
B
2
B
1
B
1
B
1
B
1B
1
B
1
B
1
B
1
P
1
P
2
PAINT & WALLCOVERING SPECIFICATIONS:
P
1
P
1
P
1
B
1
P
1
P
1
P
1
P
1
P
1
P
1
P
1
P
1
P
2
FRP
1
FRP
1
SC
1
B
2
P
1
P
2
FRP
1
PL
1
PL
2
MILLWORK & MISCELLANEOUS SPECIFICATIONS:
PL
1
PL
2
PL
1
PL
2
1
1
2
2
2
2
2
3
3
3
3
3
3
4
4
4
102
PRODUCTION
2
106
HALL
109
IT
110
STORAGE
SC
1
B
1
P
1
2
1
2
1
202527
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
A-6
EX
I
S
T
I
N
G
R
E
S
T
R
O
O
M
P
L
A
N
S
NOTES
FOR REFERENCE ONLY
NOTE:
EXISTING RESTROOMS APPROVED UNDER
PERMIT NO.: 101118554, 10119164-69 - 09/23/2024.
EXISTING RESTROOM PLAN
SCALE: 1/2" = 1'-0"N
℄
18
"
M
I
N
.
℄
18
"
M
I
N
.
30" X 48"
CLEAR SPACE
30" X 48"
CLEAR SPACE
60" DIA.
TURNING SPACE
60" DIA.
TURNING SPACE
48" MIN.
48" MIN.
5'-0" MIN. CLR.
5'-0" MIN. CLR.
ACCESSIBLE RESTROOM SIGNAGE
DETAIL 7/AD-2
ACCESSIBLE RESTROOM SIGNAGE
DETAIL 7/AD-2
2025
A-7
DOOR TYPES
DOOR NOTES HARDWARE GROUP DOOR SCHEDULE
SC
HC
NR
WD
ALUM.
MTL
DO
O
R
N
U
M
B
E
R
DO
O
R
T
Y
P
E
DO
O
R
W
I
D
T
H
DO
O
R
C
O
R
E
DO
O
R
F
I
N
I
S
H
DO
O
R
H
E
I
G
H
T
FR
A
M
E
M
A
T
E
R
I
A
L
FR
A
M
E
F
I
N
I
S
H
FI
R
E
R
A
T
I
N
G
DO
O
R
T
H
I
C
K
N
E
S
S
HA
R
D
W
A
R
E
G
R
O
U
P
HM
ABBREVIATIONS
SV
PTD.
ANOD
GROUP 01 - PASSAGE
DO
O
R
&
H
A
R
D
W
A
R
E
S
C
H
E
D
U
L
E
PLAM
VNR
STL
REMARKS
DOOR / FRAME SPECIFICATIONS
A - SINGLE DOOR B - SINGLE DOOR W/
INTEGRATED SIDELIGHT
C - STOREFRONT DOOR
9
D-1
8
D-1
11
D-1
7
D-1
12
D-1
33
"
-
4
4
"
33
"
-
4
4
"
10
"
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
3'-0"
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
18"
1
D-2
3'-0"
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
MFR
BRZ
INTERIOR WOOD VENEER DOOR:
HOLLOW METAL DOOR:
GROUP 02 - STOREFRONT LOCKSET
SAFETY GLAZING NOTES
D - SLIDING POCKET DOOR
GROUP 03 - POCKET DOOR HARDWARE
2
2
2
2
2
202527
INSULATION WHERE OCCURS. SEE PARTITION
SCHEDULE ON CONSTRUCTION PLAN
PARTITION BOTTOM TRACK
1
2"
FLOOR FINISH AS SCHEDULED
NOTE:
1.PROVIDE ACOUSTICAL SEALANT (OR FIRE CAULKING AT FIRE-RESISTANCE RATED WALLS) AT BOTH SIDES OF
WALL BOTTOM.
2.REFERENCE UL #BW-S-0001 FOR FIRE RESISTANCE RATED WALL ASSEMBLIES.
3.ALL JOINTS OR PENETRATIONS IN FIRE-RESISTANCE RATED WALLS ARE REQUIRED TO BE PROTECTED WITH A
UL LISTED FIRE STOP SYSTEM.
PARTITION- REFER TO PARTITION
SCHEDULE ON CONSTRUCTION PLAN
CONT. METAL BOTTOM TRACK TO MATCH
STUD GAUGE W/ 'HILTI' SHOT PIN AT 16" O/C.
ICC #ESR-2269
PARTITON TOP TRACK
20 GA. TOP TRACK, ANCHORED TO
DIAGONAL BRACING WITH (2) #8 1-1/4"
SCREWS, MIN. (ESR-3016) DO NOT MOUNT
TO CEILING GRID OR TILE.
WALL TYPE AS SCHEDULED
BRACE TO STRUCTURE, ALTERNATE SIDES.
USE METAL STUDS AT 8'-0" O.C. MAX.
MATCH WALL STUD SIZE & GAUGE (3-5/8"
20 GA. MIN). PROVIDE BENT LEG &
FASTEN TO TOP TRACK WITH 5/32" DIA.
SHOTS PINS (ESR-1663). MAX. LENGTH OF
BRACE 25'-0".
4
-
#8 SMS 1-5/8" EACH SIDE AT EACH STUD.
METAL STUD WALL BRACE
W/ (2) #8 WOOD
SCREWS W/ 1 1/2" MIN.
PENETRATION INTO
PURLIN
EXISTING
STRUCTURE W/ 2X
RAFTERS
WALL BRACE DETAIL
4"
M
I
N
.
EXISTING 2X RAFTERS
EXISTING PURLIN
DOOR JAMB DETAIL
4"
MIN.DOOR PER SCHEDULE
DOUBLE STUDS AT STRIKE JAMB
PARTITION PER CONSTRUCTION
PLAN.
FACE OF WALL, WHERE OCCURS.
DOOR FRAME PER SCHEDULE
DOOR HEAD DETAIL
1"1"
CE
I
L
I
N
G
H
E
I
G
H
T
SE
E
R
C
P
INSULATION WHERE OCCURS.
DOUBLE STUD
5/8" TYPE 'X' GYPSUM BOARD EACH
SIDE OVER METAL STUD. SEE STUD
TABLE FOR SIZE AND SPACING.
DOOR FRAME PER SCHEDULE
DOOR PER SCHEDULE
HEADER AT SIDELIGHT
SCHEDULED WINDOW FRAME, MATCH
EXISTING. SEE A-7 FOR MORE
INFORMATION.
SCHEDULED GLAZING. SEE A-7 FOR
MORE INFORMATION.
DOUBLE BACK-TO-BACK METAL STUDS.
1"
SCHEDULED GLAZING.
SEE A-7 FOR MORE
INFORMATION.
WALL PER ARCH PLAN &
WALL TYPES
1"
BOXED JAMB ON EITHER
SIDE OF OPENING
SCHEDULED WINDOW
FRAME, MATCH EXISTING.
SEE A-7 FOR MORE
INFORMATION.
DOOR PER SCHEDULE
DOOR JAMB AT SIDELIGHT
GLAZING AT SILL
SCHEDULED WINDOW FRAME, MATCH
EXISTING. SEE A-7 FOR MORE
INFORMATION.
FINISH FLOOR'G PER PLAN(E) SLAB
SCHEDULED GLAZING. SEE A-7 FOR MORE
INFORMATION.
BOTTOM TRACK W/ SHOT PINS AT 24"
O.C. AND 2" FROM EACH END.
(ERS-2269). MIN. 1" EMBEDMENT.
CEILING AS SCHEDULED- REFER TO RCP
9'
-
0
"
CE
I
L
I
N
G
H
E
I
G
H
T
(
V
.
I
.
F
.
)
PARTITION- REFER TO PARTITION SCHEDULE
ON CONSTRUCTION PLAN
TOP OF SLAB OR FLOOR LEVEL
REFER TO SPECIFIED DETAIL FOR BRACE
FRAMING
CEILING HEIGHT PARTITION
3
-
4
-
±1
3
-
0
"
TO
S
T
R
U
C
T
U
R
E
A
B
O
V
E
(
V
.
I
.
F
.
)
NOTE:
1.PARTITION BRACING SHALL NOT BE ATTACHED TO CEILING GRID. GENERAL CONTRACTOR TO VERIFY EXISTING STUD
SIZE AND MATCH WHERE NEW PARTITION ABUTS EXISTING.
45°
UNDERSIDE OF STRUCTURE ABOVE
2
-
SOUND BATT INSULATION IN CAVITY -
REFER TO PARTITION SCHEDULE
(ICC ESR-3064P)BACKING DETAILSSMA- METAL STUD TABLE
'S'- SECTION HT. FOR GYP BOARD WALL
250S125-18
Fy
(ksi)(5 PSF L/240)
SPACING
(in) O.C.
362S125-30
250S125-30
362S125-18
600S125-18
600S125-30
MEMBER DEPTH:
(EXAMPLE: 6" - 600 X 1 100 INCHES) ALL MEMBER DEPTHS ARE
TAKEN IN 1 100 INCHES FOR ALL "T" SECTIONS MEMBER DEPTH
IS THE INSIDE DIMENSION
FLANGE WIDTH:
(EXAMPLE: 1 5 8" - 1.625"-162 X 1 100 INCHES) ALL
FLANGE WIDTHS ARE TAKEN IN 1 100 INCHES.
STYLE:
(EXAMPLE: STUD OR JOIST SECTION - S) THE FOUR ALPHA
CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE:
MATERIAL THICKNESS:
(EXAMPLE: 0.054 IN. = 54 MILS: 1 MIL = 1 1000 IN.)
MATERIAL THICKNESS IS THE MINIMUM BASE
METAL THICKNESS IN MILS. MINIMUM BASE
METAL THICKNESS REPRESENTS 95% OF THE
DESIGN THICKNESSS= STUD OR JOIST. T = TRACK, U = CHANNEL.
F = FURRING
600 S 162 54
(INTERIOR NON-BEARING WALL PER SSMA ESR-3064P
2 1/2" X 25 GA
3 5/8" X 20 GA
2 1/2" X 20 GA
3 5/8" X 25 GA
6" X 25 GA
6" X 20 GA 33
33
33
33
33
33
33
33
12
16
24
12
16
24
12
16
24
12
16
24
12
16
24
12
16
24
12
16
24
12
16
14'-2"
12'-10"
11'-3"
15'-10"
14'-5"
12'-7"
16'-8"
15'-2"
13'-2"
18'-3"
16'-7"
14'-6"
17'-6"
15'-11"
13'-8"
19'-5"
17'-8"
15'-5"
22'-9"
20'-1"
16'-4"
27'-1"
24-7"
21'-6"
400S125-184" X 25 GA
400S125-334" X 20 GA
24
600S125-336" X 20 GA 33
12
16
28'-1"
25'-6"
22'-324
OR BB24 (24" O.C.)- VERIFY
BB12 (12" O.C.) BB16 (16" O.C.)
'CLARK DIETRICH' BACKER BAR
MTL. STUDS- PER PARTITION SCHEDULE
SPACING IN FIELD
CONCRETE TO CARPET FLOOR TRANSITION
VINYL TRANSITION STRIP
JOHNSONITE, # CTA-XX-A
COLOR: T.B.D
SEALED CONCRETE FLOOR
CARPET AS SCHEDULED
VCT TO CONCRETE FLOOR TRANSITION
VINYL TRANSITION STRIP
JOHNSONITE, # SSR-86-B
COLOR: T.B.D
SEALED CONCRETE FLOOR
VCT FLOORING AS SCHEDULED
2
1
1/
2
"
MA
X
.
D-11
2
3
4
5
6
7
8
9
10
11
13
DE
T
A
I
L
S
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
12
2025
STOREFRONT AT HEADER
13
4"
1/
4
"
4"
1/4" TEMPERED GLASS
ALUMINUM GLAZING HEADER
ATTACH PER MFR.
SEALANT AND BACKER ROD
WOOD SCREW, 1/4-10 X 3" LONG @ 24"
O.C.
DOUBLE STUD ON BOX HEADER.
SEE DETAIL 8/D-2 FOR MORE
INFORMATION.
STOREFRONT AT MULLION
ALUM. MUNTIN ASSEMBLY
TEMPERED GLASS TO MATCH EXISTING.
PER MFR.
4"
EXTERIOR INTERIOR
4"
3
8"
13
4"
CS418
RO
U
G
H
O
P
E
N
I
N
G
SE
E
E
L
E
V
A
T
I
O
N
STOREFRONT AT SILL
WOOD SHIM
SEALANT AND BACKER ROD
ALUMINUM SILL ASSEMBLY
1/4" TEMPERED GLASS
SLEEVE ANCHOR 5/16" X 1 1/2" LONG
INSTALLED PER MANUFACTURER
SE
E
E
L
E
V
A
T
I
O
N
2-ADJUSTABLE SHELVES ON 5MM
DIA. ROW HOLES 32MM O.C. MIN.
AND 2" MAX., EQUALLY SPACED
FROM FRONT & BACK
PLASTIC LAMINATE CABINET DOOR
SHIM SPACE
DOUG MOCKETT DP57B WIRE PULLS
UPPER CABINET
CONTINUOUS LED STRIP LIGHT
ROUTED INTO CABINET
WHITE MELAMINE INTERIOR, TYP.
15"
11
2"
4"
3"
34
"
M
A
X
.
24" MAX.
U.O.N.
RUBBER BASE
ADJUSTABLE SHELVES ON 5MM DIA. ROW
HOLES 32MM O.C. MIN. & 2" MAX., EQUALLY
SPACED FROM FRONT AND BACK
SCHEDULED COUNTERTOP
SCHEDULED BACKSPLASH
DOUG MOCKETT DP57B WIRE PULLS
BASE CABINET WITH DOOR
PLASTIC LAMINATE CABINET DOOR
WHITE MELAMINE INTERIOR, TYP.
BASE CABINET WITH TRASH/RECYCLE BIN
11
2"
4"
34
"
24" MAX.
U.N.O.
SCHEDULED COUNTERTOP
SCHEDULED BACKSPLASH
DOUG MOCKETT DP57B WIRE PULLS
PLASTIC LAMINATE CABINET DOOR
RUBBER BASE
TRASH/RECYCLE EMBLEM- FLUSH MTD.
WHITE MELAMINE INTERIOR, TYP.
19 GALLON RECEPTACLE CONTAINER #4PGR8
BY TOUGH GUY, GRAY FINISH.
SLIDING WASTE RECEPTACLE DRAWER
3"
CUT-IN FOR DROP IN TRASH RECEPTACLE.
20
"
1" ADJUSTABLE SHELF ON 5 MM. DIA.
ROW HOLES 32 MM. O.C. MIN. AND 2"
MAX. EQUALLY SPACED FROM FRONT
AND BACK
WHITE MELAMINE INTERIOR, TYP.
FINISHED CEILING
24"
SE
E
E
L
E
V
A
T
I
O
N
4"
PLASTIC LAMINATE EDGE DOORS
1/2" BLACK REVEAL
FULL HEIGHT BUILT-IN CABINET
SEE PLAN
RUBBER BASE
3"
DOUG MOCKETT DP57B WIRE PULLS
(1)#10 SCREW
TYPICAL EACH FLANGE
(2)#10 SCREWS
@ 12" O.C.
3-5/8" 20 GA. FULL HEIGHT JAMB
STUDS, (ESR-3064P) ATTACHED
BACK-TO-BACK W/ (2) #10 SCREWS @
12" O.C., PROVIDE BUILT-UP KING
STUD* FOR SPANS OVER 8'-0"
CAP OPENING SIDE OF JAMB WITH
TRACK ATTACHED WITH (1) #10
SCREW @ 12" O.C. IN EACH LEG
FOR SPANS UP TO 6'-0", BUILT-UP HEADER IS NOT REQUIRED. USE 20 GA
SINGLE TRACK.
FOR SPANS BETWEEN 6'-0" AND 8'-0", 6" 20 GA. EA SIDE
FOR SPANS BETWEEN 8'-0" AND 16'-0", 8" 16 GA. EA SIDE
FOR SPANS GREATER THAN 16'-0" - NOTIFY ARCHITECT.
BOX HEADER DETAIL
#10 SMS @ 12" O.C.
CRIPPLE STUDS
(3)-#10 SCREWS
*KING STUD
(PLAN VIEW)
RECYCLE
(4) EQ. DOORS1'-6"
7'-0"
(5) EQ. DOORS
3'
-
0
"
2'
-
1
0
"
2'
-
2
"
±9
'
-
0
"
4"
PL
1
6
D-2
7'-0"
PL
1
4
D-2
PL
2
P
15
D-2
ELEVATION AT COPY/PRINT (ROOM 106)
ELEVATION AT HALL (ROOM 107)
4'
-
4
"
±9
'
-
0
"
4"
(4) EQ. DOORS
4'-9"
PL
1
ELEVATION AT ENTRY VESTIBULE (ROOM 100)
7'
-
0
"
4"
±9
'
-
0
"
2'
-
0
"
4"
13'-0"
6'-2"
(2) EQ. PANELS
3'-0"3'-2"4"
P
1
8
D-2
9
D-2
10
D-2
11
D-2
1/2" CLEAR TEMPERED GLASS
PANELS - MAX 48" WIDE.
4'
-
4
"
7
D-2
D-21
2
3
4
5
DE
T
A
I
L
S
TE
N
A
N
T
I
M
P
R
O
V
E
M
E
N
T
SH
E
E
T
T
I
T
L
E
:
JO
B
T
I
T
L
E
:
HA
R
B
O
R
W
A
R
N
E
R
B
U
S
I
N
E
S
S
P
A
R
K
27
2
0
S
H
A
R
B
O
R
B
L
V
D
,
S
U
I
T
E
E
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
ISSUE / REVISIONS
24-237.05
6
7
8
9
10
11
2025
OR
PE
R
M
F
R
PE
R
M
F
R
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
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