HomeMy WebLinkAbout2961 W MacArthur Blvd, Unit 130 - Plan(E) UNAUTHORIZED
SIGN, DTL 4/A-1.2
A-1.0
1
131
130
MACARTHUR BLVD.
FA
I
R
V
I
E
W
S
T
PROPERTY LINE
(E) OFFICE BUILDING
NOT IN SCOPE
(E) OFFICE BUILDING
NOT IN SCOPE
(E) OFFICE BUILDING
NOT IN SCOPE
(E) OFFICE BUILDING
NOT IN SCOPE
SEAL
T: 949.788.9223
F: 949.788.0716
Irvine, CA 92618
15375 Barranca Pkwy. Ste. A-216
ISSUES/REVISIONS
PROJECT NUMBER:
SCALE:
CHECKED BY:
D.S.
DRAWN BY:DATE:
1/32" = 1'-0"
A-0.0
12/07/23
COVER SHEET
0923
2901 W. Macarthur blvd.
Ste. 130-131
Santa Ana 92704
Triquest
MacArthur Park
Office Complex
VICINITY MAP
PROJECT LOCATION
SUITES
130-131
PROJECT DATA
PROJECT LOCATION: 2901 W. MACARTHUR BLVD. STE. 130-131, SANTA ANA, CA 92704
APN: 414-161-10
SCOPE OF WORK:
TENANT IMPROVEMENT TO CONVERT EXISTING SUITES 130-131 INTO A SINGLE SUITE (3,494 SF). SUITE 131 TO
BE DEACTIVATED.
IMPROVEMENTS TO EXISTING RESTROOMS TO COMPLY WITH ACCESSIBILITY STANDARDS.
OCCUPANCY GROUP:
GROUP B
USE:
OFFICE
TENANT:
EPE INDUSTRIES USA, INC.
CONSTRUCTION TYPE:
V-B
NUMBER OF STORIES:
1
AREA OF PROJECT IN SQUARE FEET:
3,494 SQ.FT.
FIRE SPRINKLERS:
YES (AUTOMATIC)
FIRE ALARM:
YES (MANUAL)
APPLICABLE STATE CODES:
CALIFORNIA BUILDING CODE 2022
CALIFORNIA GREEN BUILDING STANDARDS CODE 2022
CALIFORNIA MECHANICAL CODE 2022
CALIFORNIA ELECTRICAL CODE 2022
CALIFORNIA PLUMBING CODE 2022
CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2022
SHEET INDEX
SHEET NO SHEET NAME
A-0.0 COVER SHEET
A-1.0 EXISTING PLANS
A-1.1 PROPOSED PLANS
A-1.2 DETAILS
1/32" = 1'-0"1 OVERALL SITE PLAN
NO.DATE DESCRIPTION
1 12/13/23 PC RESUBMITTAL
1
1
(E) 18' - 0"
NO
P
A
R
K
I
N
G
01
02
03
(E
)
9
'
-
0
"
04
05
0506
06
06
06
06
07
07
07
07
(E
)
9
'
-
0
"
(E) 18' - 0"
07
08
09
09
10
6"
SUITES 130-131
(E
)
8
'
-
0
"
11
TYP.
12
TYP.
13
18
14151613
13 13 13
16 16
16
13
1413
11
TYP.
11
TYP.
11
TYP.
17
7' - 2"3' - 9"
(E) SUITE 130
(E) SUITE 131
13
13
24"
(E) 7' - 1"
(E) OPEN OFFICE
(E) OFFICE(E) OFFICE
(E) OFFICE (E) OFFICE
(E) OPEN OFFICE
(E) OPEN OFFICE
(E) OFFICE
(E) LOBBY
(E) LOBBY
(E) OFFICE
(E)
RESTROOM
(E)
RESTROOM
(E) 16 1/2"
(E
)
6
'
-
7
"
(E
)
6
'
-
7
"
(E) 7' - 1"
18
19
19
28
28
18
21 22
21 22
23
23 24
24
25
26
(E) 24"
25
26
29
29
30
30
20
20
(E) 16 1/2"
(E) WALL TO REMAIN
(E) WALL TO BE REMOVED
(E) WINDOW TO BE REMOVED
(E) WINDOW TO REMAIN
(E) DOOR TO REMAIN
(E) DOOR TO BE REMOVED
SEAL
T: 949.788.9223
F: 949.788.0716
Irvine, CA 92618
15375 Barranca Pkwy. Ste. A-216
ISSUES/REVISIONS
PROJECT NUMBER:
SCALE:
CHECKED BY:
D.S.
DRAWN BY:DATE:
KEYNOTES
As indicated
A-1.0
12/07/23
EXISTING
PLANS
0923
2901 W. Macarthur blvd.
Ste. 130-131
Santa Ana 92704
Triquest
MacArthur Park
Office Complex
1/8" = 1'-0"1 SITE PLAN
01
PATH OF TRAVEL FROM ACCESSIBLE PARKING SPACE TO BUILDING
ENTRANCE, NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF
TRAVEL, MIN. 4 FT WIDE, 2% MAX. CROSS-SLOPE AND 5% MAX.
RUNNING SLOPE
02 MAIN OFFICE ENTRANCE
03 (E) VAN ACCESSIBLE PARKING SPACE
04 (E) VAN ACCESSIBLE PARKING SIGN, SEE DTL 2/A-1.2
05 (E) CONC. SIDEWALK
06 (E) PLANTER
07 (E) PARKING SPACE
08 (E) CURB RAMP, MAX. SLOPE 4.9%
09 (E) 4" HEIGHT CONC. CURB
10 NEW DETECTABLE WARNING PAD 6" FROM CURB EDGE (YELLOW)
SEE DTL 1/A-1.2
11 (E) PARTITION WALL TO REMAIN
12 (E) DOOR TO REMAIN
13 (E) PARTITION WALL TO BE REMOVED
14 (E) DOOR TO BE REMOVED
15 (E) DOOR TO BE REMOVED AND SALVAGED FOR RELOCATION
16 (E) WINDOW TO BE REMOVED
17 NEW 8' HEIGHT OPENING AT (E) WALL
18 (E) DOOR TO BE REMOVED
19 (E) SINK TO BE REMOVED AND SALVAGED FOR REINSTALLATION
20 (E) TOILET TO BE REMOVED AND SALVAGED FOR REINSTALLATION
21 (E) SOAP DISPENSER TO BE RELOCATED
22 (E) MIRROR TO BE RELOCATED
23 (E) TOILET PAPER DISPENSER TO BE RELOCATED
24 (E) SEAT COVER DISPENSER TO BE RELOCATED
25 (E) SINK TO BE REMOVED
26 (E) CABINETRY TO REMAIN
28 (E) PAPER TOWEL DISPENSER TO BE RELOCATED
29 (E) FRP TO BE REMOVED AND SALVAGED FOR REINSTALLATION
30 (E) GRAB BARS TO BE RELOCATED
3/16" = 1'-0"2 DEMOLITION PLAN
1/2" = 1'-0"3 RESTROOM DEMO PLAN
NO.DATE DESCRIPTION
1 12/13/23 PC RESUBMITTAL
1
1
1
SYMBOL LEGEND
11' - 9"
6'
-
7
"
4'
-
9
1
/
2
"
11
'
-
4
"
11' - 7"
11
'
-
6
"
23
'
-
1
0
1
/
2
"
11' - 7"11' - 9"
6'
-
7
"
A-1.1
2
01 02
4'
-
5
"
02
02
04
OCCUPANCY: B
USE: OFFICE
SQUARE FOOTAGE:
NET:3,263 SF
GROSS:3,494 SF
TOTAL OCCUPANT LOAD:39
(E) OPEN OFFICE
(E) OFFICE(E) OFFICE
(E) OPEN OFFICE(E) OFFICE
(E) LOBBY
(N) OFFICE
1,179 SF
B
OFFICE
150 8
1,190 SF
B
OFFICE
150 8
133 SF
B
OFFICE
150 1
135 SF
B
OFFICE
150 1
256 SF
B
LOBBY
15 17
133 SF
B
OFFICE
150 1
131SF
B
OFFICE
150 1
53 SF
B
RESTROOM
150 1
53 SF
B
RESTROOM
150 1
32
"
M
I
N
.
C
L
R
.
(E
)
3
6
"
A-1.1
6
5
3
4
(E
)
6
'
-
7
"
59
"
M
I
N
.
18" MIN.17"-18"
60" MIN.
60
"
M
I
N
.
18" MIN.
A-1.17
03
03
18" MIN.
18" MIN.A-1.1
3
54
6
60" M
I
N
.
60" MIN.
59
"
M
I
N
.
(E
)
6
'
-
7
"
8' - 1"
17"- 18"
05
05
06
06
07
07
08
08
09
09
NOTE: SEE RESTROOM ELEVATION FOR
RESTROOM ACCESSORIES RELOCATIONS
A-1.17
RE
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
40
"
T
O
B
O
T
T
O
M
O
F
34
"
M
A
X
.
GR
I
P
P
I
N
G
S
U
R
F
A
C
E
33
"
-
3
6
"
T
O
T
O
P
O
F
36" MIN.
12" MIN.
05 06
07
08
10 11
12
13
7" - 9"
17
"
-
1
9
"
42" MIN. 12" MAX.
54" MIN.
GR
I
P
P
I
N
G
S
U
R
F
A
C
E
33
"
-
3
6
"
T
O
T
O
P
O
F
05
0708
13
14
06 10
34
"
M
A
X
.
081015
(E
)
3
6
"
1616
1717
X
B
150 X
AREA
USE GROUP
OCC. LOAD
OCC. LOAD FACTOR
OCCUPANT LOAD FACTORS
USE GROUP OCC. LOAD FACTORS
B
B
BUSINESS
ASSEMBLY
150 GROSS
15 NET
EXISTING WALL
NEW INTERIOR WALL - NON BEARING
3 5/8" MTL. STUDS @ 24" O.C. 5/8" THK. GYP. BD.
EA. SIDE.
NOTE: SEE SHEET A-1.3 FOR WALL DETAILS
SEAL
T: 949.788.9223
F: 949.788.0716
Irvine, CA 92618
15375 Barranca Pkwy. Ste. A-216
ISSUES/REVISIONS
PROJECT NUMBER:
SCALE:
CHECKED BY:
D.S.
DRAWN BY:DATE:
KEYNOTES
As indicated
A-1.1
12/07/23
PROPOSED
PLANS
0923
2901 W. Macarthur blvd.
Ste. 130-131
Santa Ana 92704
Triquest
MacArthur Park
Office Complex
NOTES
FOR ACCESSIBILITY DETAILS SEE SHEET A-1.2
1/4" = 1'-0"1 PROPOSED PLAN SUITES 130 & 131
1/2" = 1'-0"2 ENLARGED PLANS
01 RELOCATED (E) SALVAGED DOOR
02 NEW PARTITION WALL
03 MODIFY (E) COUNTER TO COVER SINK OPENING
04 NEW OPENING @ (E) DOOR LOCATION. 32" MIN. CLR. WIDTH MIN. 6-'8"
HEIGHT
05 RELOCATED TOILET
06 RELOCATED WALL MOUNTED SINK
07 RELOCATED GRAB BARS
08 REINSTALLED FRP AND RUBBER BASE, NEW FRP AND BASE AS REQ.
TO MATCH EXISTING
09 NEW FLOOR TILE TO MATCH EXISTING
10 (E) FRP AND RUBBER BASE
11 RELOCATED SOAP DISPENSER @ 40" A.F.F.
12 RELOCATED MIRROR
13 RELOCATED SEAT COVER DISPENSER @ 40" A.F.F.
14 RELOCATED TOILET PAPER DISPENSER
15 RELOCATED PAPER TOWEL DISPENSER @ 40" A.F.F.
16 (E) COUNTER AND CABINETRY
17 (E) WALL MOUNTED CABINETRY
1/2" = 1'-0"3 RESTROOM BACK WALL ELEVATION
1/2" = 1'-0"4 RESTROOM TOILET WALL ELEVATION
1/2" = 1'-0"5 RESTROOM SINK WALL ELEVATION
1/2" = 1'-0"6 RESTROOM DOOR WALL ELEVATION
1/2" = 1'-0"7 COUNTER ELEVATION
NO.DATE DESCRIPTION
1 12/13/23 PC RESUBMITTAL
SYMBOL KEY
1
1
1
WALL LEGEND
12"
12
"
2.
3
5
"
0.90"0.50"
TOP VIEW ISOMETRIC VIEW
0.
2
0
"
12"
SIDE VIEW TYP. DOME
.2
"
T
Y
P
.
.9" TYP.
.45" TYP
NOTES:
1.UNITS MAY BE CUT TO FIELD CONDITIONS. INSTALLATION
TO BE COMPLETED PER MANUFACTURER
SPECIFICATIONS.
2.DIAGONAL TRUNCATED DOME PAD COLOR TO BE
FEDERAL YELLOW (FS 33538).
3.ALL DIMENSIONS ARE NOMINAL. ALL SIDES HAVE DRAFT.
SEE SPECIFICATIONS FOR TOLERANCES.
4.PROVIDE TAPERED / BEVELED EDGE WHERE SURFACE
MTD. MAT IS USED
MIN. 6' - 8"
ONLY
MINIMUN FINE $250
VAN ACCESSIBLE
ABOVE FIN. GRADE, POLE
MOUNTED MIN. 3' - 0" ABOVE
PARKING SURFACE GRADE
ON WALL SURFACE
"FINE" SIGN AT EACH
ACCESSIBLE PARKING STALL
BLUE BACKGROUND
3" HEIGHT LETTERING MIN. TYP.
WHITE INTERNATIONAL SYMBOL
OF ACCESSIBILITY
WHITE BORDER
1' - 0"
1'
-
6
"
MIN. 6' - 8"
ABOVE FIN. GRADE, POLE
MOUNTED MIN. 3' - 0" ABOVE
PARKING SURFACE GRADE
ON WALL SURFACE
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING
PLACARDS OR SPECIAL
LICENSE PLATE ISSUED FOR
PERSONS WITH DISABILITIES
WILL BE TOWED AWAY AT
THE OWNER'S EXPENSE .
TOWED VEHICLES MAY BE
RECLAIMED AT
_______*_______
OR BY TELEPHONING IRVINE
P.D. 949.724.7000
NOTE:
CONTRACTOR TO VERIFY AND PROVIDE
INFORMATION PRIOR TO FABRICATION
1' - 8"
2'
-
0
"
M
I
N
.
1" MIN. WIDE WHITE BORDER
1" MIN. HEIGHT
WHITE LETTERING
BLUE BACKGROUND
INSULATE HOT WATER
SUPPLY LINE & DRAIN LINE
F
R
O
M
F
R
O
N
T
E
D
G
E
)
9"
M
I
N
(
E
X
T
E
N
D
I
N
G
1
'
-
5
"
B
A
C
K
1'-5" MIN
8" MIN
BA
C
K
F
R
O
M
F
R
O
N
T
E
D
G
E
)
2'
-
3
"
M
I
N
T
O
B
O
T
T
O
M
OF
S
I
N
K
(
E
X
T
E
N
D
I
N
G
8
"
CO
U
N
T
E
R
/
F
R
O
N
T
L
I
P
2'
5
"
M
I
N
B
O
T
T
O
M
O
F
TO
P
O
F
C
O
U
N
T
E
R
/
F
R
O
N
T
L
I
P
2'
-
1
0
"
M
A
X
BO
T
T
O
M
O
F
M
I
R
R
O
R
40
"
M
A
X
19
"
M
A
X
MIN
30"
MI
N
48
"
17
"
M
I
N
REQUIRED CLEAR
AREA ADJOINING OR
OVERLAPPING
ACCESSIBLE ROUTE
DOORS SHALL NOT
SWING OVER CLEAR
SPACE
LAVATORY - SECTION
CLEARANCE REQUIREMENT
LAVATORY - FLOOR PLAN
CLEARANCE REQUIREMENT
GRAB BAR NOTES
1. 2'-9" TO CENTER LINE OF GRAB BAR AFF AT TOILET
ROOMS AND MIN 2'-9" TO MAX 3'-0" TO TOP OF BAR AT
SHOWER STALLS
2. GRAB BARS TO BE 1 1/2" Ø WITH CLEAR SPACE OF 1
1/2" TO SMOOTH SURFACE
6x16 GA METAL BACKING
PLATE OR STUD TRACK
AB
O
V
E
T
O
P
O
F
G
R
A
B
R
A
I
L
18
"
M
I
N
C
L
E
A
R
U
N
O
B
S
T
R
U
C
T
E
D
A
R
E
A
1 1/2" CLEAR
REAR
B
A
R
3
'
-
0
"
M
I
N
12" M
A
X
SIDE
B
A
R
4
'
-
0
"
M
I
N
125" Ø MIN
150" Ø MAX
(3) #14 X 2 1/2" TYPE-304
STAINLESS STEEL,
PHILLIPS ROUND-HEAD,
SHEET METAL SCREW
TOWEL
DISPENSER
SOAP
DISPENSER
SEAT
COVER
DISPENSER
WASTE ROBE HOOK MIRROR SHELF GRAB BAR WITH
COMBINATION
UNIT
ELECTRICAL/
COMM LIGHT /
OUTLET
FIRE ALARM
PULL & STROBE
SU
R
F
A
C
E
40
"
M
A
X
TO
R
E
F
L
E
C
T
I
V
E
33
"
48
"
48
"
15
"
80
"
M
I
N
48
"
6"
CEILING
T-STAT OR H-STAT
LIGHT SWITCH
OUTLET
OUTLET
40
"
48
"
M
A
X
.
40
"
M
I
N
.
34
"
12" MIN.24" MIN.
MIN.
36"
REAR BAR
ALLOWED @
36" A.F.F. AT
TANK-TYPE
TOILET
17" -18"
REAR WALL ELEVATION
40
"
33
"
-
3
6
"
19
"
M
I
N
7" - 9"
24" MIN
54" MIN
17
"
-
1
9
"
18
"
36" MAX.
WATER CLOSET
TISSUE
DISPENSER
1'
-
0
"
D
I
A
.
1' -
0
"
1'
-
0
"
D
I
A
.
WOMEN'S
1/4" THICK
CIRCLE
MEN'S
1/4" THICK
EQUILATERAL
TRIANGLE
ALL GENDER
1/4" THICK CIRCLE
WITH 1/4" THICK
EQUILATERAL
TRIANGLE
SUPERIMPOSED
WITHIN CIRCLE
NOTES:
1. COLOR AND CONTRAST OF THE DOOR SIGNAGE SHALL DISTINCTIVELY CONTRAST
WITH THE COLOR AND CONTRAST OF THE DOOR
ACCEPTABLE SIGNAGE
0' - 11"
0'
-
1
1
"
MEN
MI
N
.
0'
-
6
"
WHITE BORDER
RAISED WHITE PICTOGRAM (1/32" MIN)
CONTRASTING BACKGROUND
RAISED WHITE LETTERS (1/32" MIN)
GRADE 2 BRAILLENOTES:
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. LETTERS AND NUMBERS SHALL BE RAISED 1/32" UPPER CASE, SANS SERIF OR SIMPLE
SERIF & SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE RAISED CHARACTERS SHALL
BE 5/8" MIN AND 2" MAX, HIGH
3. VISUAL AND RAISED CHARACTERS ON SIGN SHALL BE SELECTED FROM FONTS WHERE
THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MIN AND 110% MAX. OF THE
HEIGHT OF THE UPPERCASE LETTER "I". CBC 1117B.5.3 & 5.5
STROKE THICKNESS OF THE UPPERCASE LETTER "I" BE 10% MIN. AND 20% MAX. OF THE
HEIGHT OF THE VISUAL CHARACTER. STROKE THICKNESS OF THE UPPERCASE LETTER "I"
SHALL BE 15% MAX. OF THE HEIGHT OF THE RAISED CHARACTER CBC 1117B.5.3 & 5.5
ROOMNAME
48
"
M
I
N
.
60
"
M
A
X
.
LETTERS AND NUMERALS
SHALL BE RAISED 1/32",
UPPER CASE, SANS SERIF
TYPE AT LEAST 5/8" HIGH,
BUT NO MORE THAN 2"
CHARACTERS SHALL BE
ACCOMPANIED WITH
GRADE II BRAILLE
2.
NOTES:
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
BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A
HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINES,
BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE
SEPARATED 3/8" MIN. AND 1/2" MAX. FROM ANY OTHER TACTILE CHARACTERS AND
3/8" MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS
FIN. FLOOR
5'
-
0
"
T
O
S
I
G
N
5'
-
0
"
T
O
S
I
G
N
NOTES:
1. 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
TOILET ROOM WALL
SIGN AT LATCH
SIDE OF DOOR
FIN. FLOOR
TOILET ROOM WALL
SIGN AT LATCH
SIDE OF DOOR
TOILET
ROOM
SIGN
DOOR
FRAME
MI
N
.
60
"
MI
N
.
48
"
MIN.
12"
DOOR STRIKE SIDE
18"
MIN. CLEAR @ INTERIOR
DOOR STRIKE SIDE
24"
MIN. CLEAR AT EXTERIOR
PROVIDE THIS ADDITIONAL SPACE
IF DOOR IS EQUIPPED WITH BOTH
LATCH AND A CLOSER.
PULL SIDE
PUSH SIDE
AT EGRESS DOORS
32" CLEAR MIN.
SEAL
T: 949.788.9223
F: 949.788.0716
Irvine, CA 92618
15375 Barranca Pkwy. Ste. A-216
ISSUES/REVISIONS
PROJECT NUMBER:
SCALE:
CHECKED BY:
D.S.
DRAWN BY:DATE:
As indicated
A-1.2
12/07/23
DETAILS
0923
2901 W. Macarthur blvd.
Ste. 130-131
Santa Ana 92704
Triquest
MacArthur Park
Office Complex
1 1/2" = 1'-0"1 DETECTABLE WARNING PAD
1 1/2" = 1'-0"2 VAN ACCESSIBLE H-C SIGN
1 1/2" = 1'-0"3 UNAUTHORIZED SIGN
1/2" = 1'-0"5 TYP. SINK REQUIREMENTS
1" = 1'-0"6 GRAB BAR REQUIREMENTS
1/2" = 1'-0"4 ADA TYP. HEIGHT REQUIREMENTS
1/2" = 1'-0"7 ADA TYP. WC HEIGHT REQUIREMENTS
1 1/2" = 1'-0"8 ADA RESTROOM SIGNAGE REQUIREMENTS
NO.DATE DESCRIPTION
1 12/13/23 PC RESUBMITTAL
1/2" = 1'-0"9 TYP. DOOR CLEARANCES
1
1
1
1
NOTE:MTL. STUD MANUF. BY CLARK DIETRICH
INDUSTRIES ICC ESR-1166P
HILTI FASTENERS ICC-ESR-2196
ONE LAYER 5/8" GYP. BD EA SIDE W/
SMOOTH TEXTURE PRIME & PAINT FIN.
(E) CONCRETE SLAB
CONT. SEALANT BOTH SIDES
3 5/8" METAL STUD @ 16" O.C.,
CLARK DIETRICH INDUSTRIES ICC ESR-1166P
CONT. BOTTOM TRACK
BOTTOM TRACK - HILTI "DN" PINS @
32" O.C. (.145Ø MIN. EMBED 1-1/2")
NOTE: METAL STUDS MANUF. BY DIETRICH INDUSTRIES ICC ESR-1166P LARR 25889
A
B
JH
H J
C
B
A
(1) 0.140" ∅ SHANK, MIN. P.A.F. @ 16"
o/c w/ 1 1/4" EMBED. IN CONCRETE
(INSTALL PER ICC ESR-1752)
CONTINUOUS 20 GA. BOTTOM
TRACK, U.N.O.
#8 TREK SCREWS EACH SIDE,
TYP.
METAL
TRACK
METAL
STUD
BOTTOM TRACK CONT. CORNER DETAIL
METAL
STUD METAL
TRACK
METAL
TRACK
#8 TEK SCREW @
30" O.C. MTL. STUD
TO MTL. STUD
MULTIPLE STUD ATTACHMENT
4" X 18 GA. FLAT PLATE
@ 8' - 0" O.C. MAX,
EACH SIDE X/ (2) #
8TEK SCREWS EACH
STUD ( 4 TOTAL)
CONTINUOUS 20 GA.
BOTTOM TRACK, U.N.O.
(2) #8 TEK SCREWS
EACH SIDE, TYP.
@
B
R
I
D
G
I
N
G
L
O
C
A
T
I
O
N
S
UN
L
E
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S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
ON
P
L
A
N
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A
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D
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O
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L
S
BRIDGING DETAIL
BRIDGING: IF WALL IS GREATER THAN 8'-0" IN HEIGHT,
ROWS @ 5'-0" MAX. UNLESS NOTED OTHERWISE ON PLANS
FOR ALTERNATE, SEE DETAIL
STUD LATERAL BRACING SCREW
ATTACHMENT (3 5/8" THRU 8"
MEMBERS)
1 1/2" x 16 GA. CRC
1 1/2" X 1 1/2" X 18 GA. CLIP
ANGLE, 1" LESS THAN STUD
WIDTH W/ (4) #10 TEK SCREWS
3/4" TYP.
3/4" TYP.
3/4
"
T
Y
P
.
1/2
"
T
Y
P
.
SCREW ATTACHMENT
CONTINUOUS 20 GA.
BOTTOM TRACK, U.N.O.
#8 TREK SCREW EACH
SIDE, TYP.
C
STRUCTURE ABV.
PROVIDE BRACING WITH SAME
GAUGE STUDS @ 4'-0" O.C.
ALTERNATE DIRECTION
CONTINOUS TOP TRACK
CEILING AS SCHEDULED 6"
8"
(4) SDS SCREWS, 1 1/2"
PENETRATION INTO
WOOD. DRILL PILOT
HOLES IN LIGHT GAUGE
BRACE, TYP.
3 5/8" MTL STUD @ 16" O.C.
FINISHED CEILING
16'-0" (V.I.F.)
10'-0" (V.I.F.)
BOTT. OF
STRUCTURE
PERPENDICULAR TO THE STRUCTURE
STRUCTURE ABV.
PROVIDE BRACING WITH SAME
GAUGE STUDS @ 4'-0" O.C.
ALTERNATE DIRECTION
CONTINOUS TOP TRACK
CEILING AS SCHDEULED 6"
8"
(4) SDS SCREWS, 1 1/2"
PENETRATION INTO
WOOD. DRILL PILOT
HOLES IN LIGHT GAUGE
BRACE, TYP.
3 5/8" MTL STUD @ 16" O.C.
FINISHED CEILING
16'-0" (V.I.F.)
12'-0" (V.I.F.)
BOTT. OF
STRUCTURE
PARALLEL TO THE STRUCTURE
SEAL
T: 949.788.9223
F: 949.788.0716
Irvine, CA 92618
15375 Barranca Pkwy. Ste. A-216
ISSUES/REVISIONS
PROJECT NUMBER:
SCALE:
CHECKED BY:
D.S.
DRAWN BY:DATE:
As indicated
A-1.3
12/07/23
DETAILS
0923
2901 W. Macarthur blvd.
Ste. 130-131
Santa Ana 92704
Triquest
MacArthur Park
Office Complex
NO.DATE DESCRIPTION
1 12/13/23 PC RESUBMITTAL
3" = 1'-0"2 WALL DETAIL
6" = 1'-0"1 NON-BEARING WALL STUD FRAMING
3" = 1'-0"3 WALL BRACING DETAIL
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2901 W. MacArthur Blvd 130-131
✔
T.I. to convert exsiting suites 130-131 into one suite. Scope of work to include new parititon walls and modifications to existing restrooms
✔
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Shantal Alvarez
949 788-9223 03 26 2025
Santa Ana
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: _________________________________
Updated: 06/02/2020 rs