HomeMy WebLinkAboutHOLD - 2525 & 2527 S Birch St - Plan30
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S BIRCH ST.
125' P.L
18
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2
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125' P.L
83'-0"W
C
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30'-0"
36'-10"
2525
40
'
-
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"
12'-0"
11
0
'
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"
20
'
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0
"
17'-0"9'-0" MIN 57'-0"
8'
-
6
"
18'- 0"
12
'
-
0
"
2527
8' WIDE FOR VAN ACCESSIBLE
SPACE 5' WIDE FOR OTHER
DISABLED ACCESSIBLE SPACE
12
7
'
-
0
"
-
CENTER LINE IN WEST STREET
NO
PARKING
PARKING WILL NOT
BE MODIFIED FROM
ORIGINAL
LAYOUT (N)IRON WRAUGHT GATE
4' HIGH
(N)IRON WRAUGHT GATE
4' HIGH
CENTER LINE IN SOUTH STREET
-
NO CURB SEPARATING
STREET FROM PROPERTY
15' R *
82'-8"
(N)MANUAL ROLLING GATE
OPENING PORTION
(N)MANUAL
ROLLING GATE
OPENING PORTION
EXISTING CHAIN LINK
FENCE 6' HIGH
FIRE ACCESS ROADWAY
NO PARKING
WORK IS LIMITED TO THIS AREA
(E)VINYL FENCE TO BE
DEMOLISHED
7' HIGH PORTION OF GATE
4' HIGH PORTION
OF GATE
5'-0"
(N)EGRESS
GATE DOOR
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6'
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60"
12
"
48"
10
'
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"
EXISTING
LINE
PROPERTY
BUILDING
GATE
NEW
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AS NOTED
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BZ 2/26/25
DATE
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DRAWN
JOB
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REVISIONS BY
SHEET TITLE
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(714) 721 - 4067
permitsync@gmail.com
PREPARED BY
BRYAN ZAMUDIO
09.01.2024
BZ 3/28/25
c BZ 4/24/25
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PLOT PLAN
SCOPE OF WORK
DIRECTORY
PROPERTY
OWNER:
OCCUPANCY GROUP: M1
USE : LIGHT INDUSTRIAL
CONSTRUCTION TYPE: V-B
NUMBER OF STORIES: 1
HEIGHT OF BUILDING:
FIRE SPRINKLERED: YES (2527)
NO. OF PARKING SPACES: 26
BUILDING DATA
ALL WORK SHALL COMPLY WITH:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING CODE
2022 CALIFORNIA ENERGY STANDARDS
AND LOCAL ORDINANCES
SITE PLAN SCALE
1/16" = 1'-0"
2 NEW MANUAL ROLLING GATES AND
191 Ft OF IRON WROUGHT FENCE 7' HIGH
SURROUNDING THE PROPERTY LINE, STREET
FACING SIDES - Plan Check No. 101122275:
1.Wall and fence requirements in the industrial
and commercial zones.
SAMC 41-610.5
2.Proposed Gate and Fence Material: Wrought
Iron with Corrugated Sheet Metal Cover
3.Height: 4ft High Within the required set backs;
Drive in gate to be 7' High.
MATCHING CORRUGATED METAL SHEETS WILL
BE INSTALLED TO COVER THE AC UNITS ON
THE ROOF (Please reference already approved
permit #10187103)
DEMO EXISTING VINYL FENCE
BUSINESS USE WILL BE CANNABIS
DISTRIBUTION
AND NON-VOLATILE MANUFACTURING
NO CHANGE TO THE EXISTING MECHANICAL
EQUIPMENT, ELECTRICAL AND PLUMBING
LEGALIZATION OF ADDRESS 2527 Plan Check
No. 101123350
DRAFTING:
(714) 721 - 4067
Bryan Zamudio
Permit Sync Architecture
Santa Ana, CA 92704
2614 W Orion Ave
permitsync@gmail.com
THE DISCHARGE OF POLLUTANTS TO ANY STORM
DRAINAGE SYSTEM IS PROHIBITED. NO SOLID
WASTE, PETROLEUM BY-PRODUCTS, SOIL
PARTICULATE, CONSTRUCTION WASTE MATERIALS,
OR WASTEWATER GENERATED ON CONSTRUCTION
SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE
PLACED, CONVEYED OR DISCHARGED INTO THE
STREET, GUTTER OR STORM DRAIN SYSTEM
TABLE OF CONTENTS
CONTENTS
1
2
SHEET
GATE ELEVATIONS
CONTRACTOR:
ABBREVIATIONS GENERAL NOTES
APPLICABLE CODES
PROPERTY AREA 7,500 Sq.Ft.
AREA SUMMARY
SITE PLAN
T.B.D
ZONE M1
A
COUNT
01
02
PROJECT
@ AT
ABV ABOVE
ALUM ALUMINUM
AFF ABOVE FIN FLOOR
BLDG BUILDING
BLK'G BLOCKING
BM.BEAM
B.N.BOUNDARY NAILING
CAB CABINET
CL CENTER LINE
CEIL CEILING
C.J.CEILING JOIST
CLR.CLEAR DIMENSION
CONC CONCRETE
CORR CORRIDOR
CONT CONTINUOUS
CONTR CONTRACTOR
CPT CARPET
DIM DIMENSION
DISP DISPENSER
DN DOWN
(E)EXISTING
E EAST
EA EACH
EA. WAY EACH WAY
ELEV ELEVATION
EXST'G EXISTING
F-E FIRE
EXTINGUISHER
FIXT FIXTURE
FLR.FLOOR
FLUO FLUORECENT
FOS FACE OF STUD
FOW FACE OF WALL
FTG FOOTING
FUT.FUTURE
GL GLASS OR GLAZING
GYP BD GYPSUM BOARD
HDR HEADER
HDWRE HARDWARE
HDCP HANDICAPPED
HR HOUR
i P.L.IMAGINARY
PROPERTY LINE
MFR MANUFACTURER
(N)NEW
N NORTH
NIC NOT IN CONTRACT
NTS NOT TO SCALE
oc ON CENTER
P.L.PROPERTY LINE
PLAS PLASTER
R.R.ROOF RAFTER
RPL'C REPLACE
RMVE'D REMOVED
REV REVISION
S SOUTH
SHLVS SHELVES
SHT'G SHEATHING
SIM SIMILAR
Sq.Ft.SQUARE FEET
TYP TYPICAL
UNO UNLESS NOTED
OTHERWISE
V.I.F.VERIFY IN FIELD
W WEST
W/WITH
NOT USED
LEGEND
NOT USED
Birch Investment group LLC
14521 Harper Street,
Midway City CA 92655
714.756.1772
birchinvestmentgroup@yahoo.com
Agent: Joe Luong
TENANT:
Birch Manufacturing LLC
Vivian Khong
vikhong1@yahoo.com
714.717.9896
3 FOUNDATION AND EGRESS GATE 03
a
a
aa
a
a
a
c
c
4 EXISTING FLOOR PLAN 2525 04
5 05
EXISTING FLOOR PLAN 2527
6 WALL CONSTRUCTION DETAIL 06
Bldg #101122275
APPROVALS:
PLNG - C. SantanaBLDG - A.
So
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
12'-0"
OPENING PORTION
A
B
7'
-
0
"
MANUAL
ROLLING
GATE
DETAIL AT A
50x50x6 m s
hallow section
roller made out of 75x50
dia m s solid cylinder
10mm thk
ms plate
90x90x10 m s angle as rail
16mm axile bolt
150x50x6mm ms
plate hold fast
concrete
50x50x6 m s
hallow section
nylon roller
10mm plate to be
welded with
axile of roller
and screwed
with support wall
75
50
50
50
125
50
150
300 DETAIL AT B
support wall
DRIVE WAY PORTION OF GATE 7' HIGH
37'-0"
3" MAX
3" MAX
3'
-
0
"
3'
-
0
"
10' 0"
GENERIC ROUND
POST 3"
OVERALL SIDE GATE LENGTH
149'-0"
10' 0"
GENERIC ROUND
POST 3"
GENERIC ROUND
POST 3"
4'
-
0
"
NOTE:
SAME MATERIAL FINISH TO BE ADDED TO
COVER ROOF AC UNITS FROM STREET
VIEW FOR AESTHETIC PURPPOSES
PLEASE REFERENCE APPROVED
PERMIT#10187103
CORRUGATED SHEET
METAL TO BE PAINTED A
NON REFLECTIVE COLOR
4'
-
0
"
3" MAX
3'
-
0
"
GENERIC ROUND
POST 3" TYPICAL
GATE TO STAGGER AT 4' HIGH WITHIN
5' ADJACENT TO PROPERTY LINE
5'-0"
48
"
KNOX BOX
15"15"15"
15"
3'
-
0
"
15"
CORRUGATED SHEET METAL SHALL BE
ATTACHED TO THE GATE FRAME USING
#12 X ¾" SELF-DRILLING HEX HEAD
SCREWS (TEK SCREWS), SPACED AT 12
INCHES ON CENTER ALONG ALL
STRUCTURAL SUPPORTS
JO
B
A
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AS NOTED
a
b
BZ 2/26/25
DATE
SCALE
DRAWN
JOB
SHEET
REVISIONS BY
SHEET TITLE
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(714) 721 - 4067
permitsync@gmail.com
PREPARED BY
BRYAN ZAMUDIO
09.01.2024
BZ 3/28/25
c BZ 4/24/25
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EAST - FRONT ELEVATION - ROLLING GATESECTION DETAIL A SECTION DETAIL B
NORTH - SIDE ELEVATION - GATE SCALE
1/2" = 1'-0"
SCALE
1/2" = 1'-0"
ELEVATIONS
PROPOSED MATERIAL FINISH
a
1/2" = 1'-0"
SCALE
NOTE:
POST-INSTALLED ANCHORS FOR GATE
POSTS SHALL BE SIMPSON STRONG-TIE
WA ½" X 5" WEDGE ANCHORS, EMBEDDED
A MINIMUM OF 2½ INCHES, PER
ICC-ESR-1396
a
a
NOTE:
NO WELDING TO BE CONDUCTED AT SITE.
ONLY ASSEMBLAGE WILL TAKE PLACE
a
a
36'-10"
12'-0"
11
0
'
-
0
"
12
'
-
0
"
(N)MANUAL
ROLLING GATE
OPENING PORTION
7' HIGH PORTION OF GATE
4' HIGH PORTION
OF GATE
5'-0"
(N)EGRESS
GATE DOOR
6'
-
0
"
5ROUND STEEL POSTS: 15"
DIAMETER X 36" DEEP CONCRETE
FOOTING.
POSTS SET 10' FEET APART BASED
ON GATE WIDTH. TYPICAL ALONG
ENTIRE GATE
60"
12
"
48"
10
'
-
0
"
3'-9"
7'
-
0
"
PANIC / PUSH BAR
KICKPLATE
3'
-
1
0
"
10
"
M
I
N
3'-9"
7'
-
0
"
3'
-
1
1
"
JO
B
A
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AS NOTED
a
b
BZ 2/26/25
DATE
SCALE
DRAWN
JOB
SHEET
REVISIONS BY
SHEET TITLE
PL
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09.24.2024
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(714) 721 - 4067
permitsync@gmail.com
PREPARED BY
BRYAN ZAMUDIO
09.01.2024
BZ 3/28/25
c BZ 4/24/25
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SOUTH - SIDE ELEVATION - EGRESS DOOR SCALE
1/2" = 1'-0"
FOUNDATION
&EGRESS
GATE FOUNDATION PLAN SCALE
1/8" = 1'-0"DOOR HARDWARE
PRODUCT:
ADAMS RITE 4568-11 EUROSTYLE DEADLATCH HANDLE
DOOR HARDWARE WILL COMPLY WITH ADA
STANDARDS FOR ACCESSIBLE DESIGN, INCLUDING
THE HEIGHT RANGE, OPERABILITY WITHOUT TIGHT
GRASPING OR TWISTING, WITHIN A 5-POUND FORCE.
NOTES NORTH - SIDE ELEVATION - EGRESS DOOR SCALE
1/2" = 1'-0"
GATE POSTS SHALL BE
EMBEDDED IN 15” DIAMETER X
36” DEEP CONCRETE
FOOTINGS, REINFORCED WITH
(2) #4 REBARS PER CITY OF
SANTA ANA REQUIREMENTS.
b
JO
B
A
D
D
R
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S
S
AS NOTED
a
b
BZ 2/26/25
DATE
SCALE
DRAWN
JOB
SHEET
REVISIONS BY
SHEET TITLE
PL
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09.24.2024
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(714) 721 - 4067
permitsync@gmail.com
PREPARED BY
BRYAN ZAMUDIO
09.01.2024
BZ 3/28/25
c BZ 4/24/25
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EXISTING - FLOOR PLAN ADDRESS 2525 SCALE
1/8" = 1'-0"
EXISTING
FLOOR PLAN
2525
EP TRNS EP EP TRNS
FA
C
P
EP
S
W
I
T
C
H
G
E
A
R
108
DISTRIBUTION
101
BLDG ELEC
100
ENTRY
102
(E) RESTROOM
NIC
10'-0"10"±54'-6"±34'-2"
0103
02
04
05
01
02
03 03
05
JO
B
A
D
D
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S
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AS NOTED
a
b
BZ 2/26/25
DATE
SCALE
DRAWN
JOB
SHEET
REVISIONS BY
SHEET TITLE
PL
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B.Z.
09.24.2024
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(714) 721 - 4067
permitsync@gmail.com
PREPARED BY
BRYAN ZAMUDIO
09.01.2024
BZ 3/28/25
c BZ 4/24/25
S
B
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5
EXISTING - FLOOR PLAN ADDRESS 2527 SCALE
1/8" = 1'-0"
EXISTING
FLOOR PLAN
2527
EXISTING PLUMBING FIXTURES AND ACCESSORIES TO REMAIN.
EXISTING ELECTRICAL EQUIPMENT TO REMAIN, NIC.
EXISTING CONCRETE CURB TO REMAIN.
DEMISING WALL BUILT ON TOP OF EXISTING CONCRETE CURB.
DEMISING WALL KEYNOTES
01
02
03
04
LEGEND
EXISTING WALL TO REMAIN.
R
N INDICATES NEW
INDICATES RELOCATED
E INDICATES EXISTING
01 DOOR - SEE DOOR
04
JO
B
A
D
D
R
E
S
S
AS NOTED
a
b
BZ 2/26/25
DATE
SCALE
DRAWN
JOB
SHEET
REVISIONS BY
SHEET TITLE
PL
A
N
C
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C
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/
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25
2
5
&
2
5
2
7
SA
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C
A
9
2
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0002
B.Z.
09.24.2024
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4
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1
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6
(714) 721 - 4067
permitsync@gmail.com
PREPARED BY
BRYAN ZAMUDIO
09.01.2024
BZ 3/28/25
c BZ 4/24/25
S
B
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6
WALL
DETAILS 2527
TYPE 1
25 GA. STUD
BASE CABINET, WALL HUNG
CABINET, SHELVES, LAVATORY,
GRAB BAR, ELECTRICAL PANEL,
TELEVISION, SURFACE
MOUNTED LIGHT FIXTURE
AND AS SHOWN.
6" X 25 GA. STL. STUD NOTCH &
FASTEN FLUSH TO STUDS W/
(2) 8-18 WAFER HEAD SELF
DRILLING SCREWS PER STUD.
ALL BACKING TO SPAN
MINIMUM THREE STUDS.
TYPE 2
20 GA. STUD
6" X 16 GA. STL. PLATE
FASTEN FLASH TO STUDS
W/ (2) 8-18 WAFER HEAD
SELF DRILLING SCREWS
PER STUD. ALL BACKING
TO SPAN MIN. THREE
STUDS.
ALL TOILET ACCESSORIES,
FIRE EXTINGUISHER
CABINET, WALL MOUNTED
TELEPHONE OUTLET, WALL
MOUNTED DOOR STOP,
WINDOW BLIND, AND AS
SHOWN.
NOTE:
3.
2.
1. EXTEND BACKING PLATES TO LAST STUD BEYOND FACE OF
FIXTURE OR ACCESSORY, TYP.
PROVIDE METAL SLEEVES THROUGH WALL FINISH AT
FIXTURE FASTENING, TYP.
ALL BACKING PLATES SHOWN OR NOT SHALL BE SCREWED
TO STUDS, TYP.
16"
16"
16"
16"
SEMI-RECESSED FIRE EXTINGUISHER
CABINET. VERIFY DEPTH AND WIDTH
REQ'D PER MANUFACTURER.
SEMI-RECESSED SOLID DOOR. PAINT
CABINET TO MATCH ADJACENT WALL
WITH DECAL READING: "FIRE
EXTINGUISHER" IN BLACK LETTERS.
METAL STUDS
5/8" GYP. BD.
NOTE:
1. ALL FIRE EXTINGUISHER SHALL
HAVE A VALID STATE FIRE
MARSHALL CERTIFICATION TAG
AFFIXED.
2. MAINTAIN FIRE RATING OF
PARTITION AT RATED WALL.
VIF
THERMOSTAT
TELEPHONE
WALL MOUNTED
STACK ONE ON TOP
DIMMER SWITCHES,
OF ANOTHER IF
NEEDED.
MIN. DISTANCE BETWEEN BOXES.
CLOSE TOGETHER MOUNT WITH
WHERE OUTLETS ARE SHOWN
MI
N
.
U.
O
.
N
.
MAX.
HANDLE
LEVER
46
"
@
S
I
D
E
A
P
P
R
O
A
C
H
OUTLETS SHOWN WITH A HEIGHT
GREATER THEN +30" ARE TO BE
MOUNTED VERTICALLY. WHERE OUTLETS
ARE SHOWN CLOSE TOGETHER MOUNT
WITH MIN. DISTANCE BETWEEN BOXES.
6"
12"
4"
5'-0" CLEAR TYP.
80
"
(
6
'
-
6
"
)
44
"
@
F
R
O
N
T
A
P
P
R
O
A
C
H
48
"
M
A
X
.
18
"
30
"
T
O
4
4
"
M
A
X
.
2"
2"
DECK ABOVE
BASE WHERE OCCURS,
REFER TO FINISH PLAN.
WHERE CARPET OCCURS
3-5/8" x 20GA. METAL TRACK SECURED TO
STRUCTURE ABOVE W/ 1/4" x 2" POWER
ACTIVATED DRIVE PIN @ 2'-0" O.C. IN
ACCORDANCE W/ "HILTI" I.C.C. ESR #1663/
LARR #25646.
METAL STUD-I.C.C. ESR-1166P / LARR 25889.
3-5/8" x 20GA. METAL FLOOR TRACK SECURED
TO STRUCTURE BELOW W/ 1/4" x 2" POWER
ACTIVATED DRIVE PIN @ 2'-0" O.C. IN
ACCORDANCE W/ "HILTI"- I.C.C.ES/ ESR #1663/
LARR #25646.
NOTE: ADD 3M FIRE BARRIER SEALANT CP
25WB+.UL #1479 WHERE REQUIRED FOR ONE
HOUR RATED.
R8 BATT INSULATION WHERE REQ.
1/4" GAP, FILL WITH ACOUSTICAL SEALANT
AT BOTH SIDES CONT. DOW CHEMICAL LARR
#24637 (APPLIES TO F WALL ONLY)
NOTE: ADD 3M FIRE BARRIER SEALANT CP
25WB+.UL #1479 WHERE REQUIRED FOR ONE
HOUR RATED.
1/4" GAP, FILL WITH ACOUSTICAL SEALANT
AT BOTH SIDES CONT. DOW CHEMICAL LARR
#24637 (APPLIES TO F WALL ONLY)
S
S
PROVIDE THIS ADDITIONAL
SPACE IF DOOR IS EQUIPPED
WITH BOTH A LATCH AND A
CLOSER
TYP. LIGHT SWITCH LOCATION AT
SOLID WALL AT 48" AFF
CLEAR AT INTERIOR DOORS
CLEAR AT EXTERIOR DOORS
TYPICAL SWITCH LOCATION AT 48"
AFF FOR DOOR WITH SIDELIGHT
PUSH SIDE
FRONT APPROACH
PULL SIDE
48
"
M
I
N
.
60
"
M
I
N
.
18" MIN.
24" MIN.
9"
1'-0"
USG - SA923 "DRYWALL/STEEL FRAMED SYSTEM"
19'0"d*
15'0"d*
13'3"d
20'9"f
16'6"d
14'6"d
20'0"d
16'0"d
14'0"d
L/120
L/240
L/360
24"
TYPICAL LIMITING HEIGHTS - INTERIOR STUD FRAMING
L/120
L/240
L/360
L/120
L/240
L/360
212ST20 2 1/2"16"
358ST20 3 5/8"
L/120
L/240
L/360
16"L/120
L/240
L/360
24"
20 gauage (.0329 min.)
358ST25 3 5/8"
L/120
L/240
L/360
24"
16"L/120
L/240
L/360
L/120
L/240
L/360
212ST25 2 1/2"16"
24"
L/120
L/240
L/360
24"L/120
L/240
L/360
25 gauage (.0179 min.)
158ST25 1 5/8"
Stud
design.
Stud
width
16"
Stud
spacing
Allow.
defl.
9'9"d
8'6"d
13'3"f
11'3"f
10'3"d
16'6"d*
13'0"d*
11'6"d
18'6"d
14'9"d
13'0"d
17'9"d
14'0"d
12'3"d
16'3"f
13'0"d
11'3"d
15'6"d
12'3"d
10'9"d
23'0"d
18'3"d
16'0"d
24'0"d
19'0"d
16'6"d
14'6"d*
11'6"d
10'0"d
21'9"d*
17'3"d*
15'0"d*
13'6"f
13'6"f
13'0"d
13'6"f
13'6"f
12'3"d
9'6"d
16'9"f
16'0"d
14'0"d
16'9"f
16'9"f
14'9"d
13'6"f*
12'9"d*
11'0"d
16'9"f*
14'6"d*
12'9"d*
8'3"d
7'3"d
10'9"d
9'6"d 10'6"d
8'3"d
13'9"f
12'6"d
10'9"d
11'3"f
10'9"d
13'9"f
13'6"d
11'9"d
8'9"f
8'3"d
7'3"d
9'0"d
8'9"f
8'9"f
8'0"d
13'9"d
11'0"d
9'9"d
11'3"f
8'9"f
7'3"d
6'3"d
10'9"f
Partition,
one layer
Partition,
two layers
10'3"d
TABLE 8
Furring, one
layer
USG FOOTNOTE:
LIMITING HEIGHT FOR 1/2" OR 5/8" THICK GYPSUM PANELS AND 5 PSF UNIFORM LOAD
PERPENDICULAR TO PARTITION OR FURRING. USE ONE-LAYER HEIGHTS FOR
UNBALANCED ASSEMBLIES; USE TWO-LAYER HEIGHTS FOR MULTI-LAYER ASSEMBLIES.
FOR FURRING, STUD ATTACHED TO TOP AND BOTTOM RUNNERS AND FREE-STANDING UP
TO 12-FT. HEIGHT. *STUDS EXCEEDING 12-FT. HEIGHT REQUIRE MID-HEIGHT ANCHOR TO
EXTERIOR WALL. ASSEMBLIES WITHOUT FACE PANELS AND CHASE WALL PARTITIONS
REQUIRE VERTICAL CROSS BRACES 4FT. O.C. MAX. LIMITING CRITERIA d-DEFLECTION,
f-BENDING STRESS, v-END REACTION SHEAR. CONSULT LOCAL CODE AUTHORITY FOR
LIMITING CRITERIA.
IMPORTANT: THE "TYPICAL" PHYSICAL AND STRUCTURAL PROPERTIES AND APPLICABLE
TABLES PUBLISHED IN THIS FOLDER REPRESENT CHARACTERISTICS AND/OR STEEL STUDS
CURRENTLY AVAILABLE FROM A GROUP OF STEEL STUD MANUFACTURES. CONSULT STUD
MANUFACTURE'S PHYSICAL AND STRUCTURAL PROPERTIES, STUD THICKNESSES AND
LIMITING HEIGHT TABLES TO DETERMINE FINAL STUD SELECTION.
NOTE: GENERAL CONTRACTOR TO PROVIDE ALTERNATE OR EQUAL
PRODUCT MATERIAL SPECIFICATION IF USG SA923 "DRYWALL/STEEL
FRAMED SYSTEM" IS NOT UTILIZED FOR THIS PROJECT.
LARR 25163
3M FIRE BARRIER PUTTY
CONT. ACOUSTICAL SEALANT
CONCRETE SLAB
BOTH SIDES
4
-
1 LAYER 5/8" TYPE "X" GYP. BD. EA. SIDE FROM
SLAB TO SLAB SEAL ALL PENETRATIONS
3 5/8" X 20 GA. METAL STUDS @ 16" O.C.
FROM SLAB TO SLAB
20 GA. METAL RUNNER AMMO SHOT W/
HILTI ANCHORS @ 24" O.C. (TYP.)
NOTE:
2" WALL ANGLE @ PERIMETER & SLAB
TO SLAB PARTITIONS IN LOS ANGELES.
NOTES:
1. ALL GYP. BD. SHEETS ARE TO
RUN VERTICALLY
2. NO JOINTS EXCEPT @ STUDS
3. SEAL ALL PENETRATIONS
4. ALL HVAC DUCTS
PENETRATING WALL SHALL
RECEIVE APPROPRIATELY SIZED
FIRE DAMPERS
NOTE:
CAULK AROUND ALL
PENETRATIONS WITH FIRE
PROOF CAULKING
FRICTION FIT FIBERGLAS ACOUSTIC
INSULATION (FULL HEIGHT OF GYP. BD.)
WOOD STRUCTURE ABOVE
GYP. BOARD CLOSER (AS REQUIRED) TO SEAL
ALL VOIDS WHERE PERPENDICULAR TO DECK
3 5/8" X 20 GA. METAL
STUDS @ 24" O.C.
(TEST NO. NGC2438,
DESIGN NO. BASED ON
T-3296)
3 5/8" X 20 GA. METAL
STUDS @ 24" O.C.
ATTACHED TO METAL
STUDS WITH 4 #10
SELF TAPPING
SCREWS
3 5/8" X 20 GA. METAL
TRACK SHOT NAILED
TO CONC. SLAB AS
REQUIRED (TYP ALL
WALLS)
DEMISING WALL
EXISTING FLOORING
SYSTEM
REFER TO SHEET RCP
FOR LIGHT FIXTURE
SEE PLAN A-2.0
8'
-
0
"
4
-
TOP TRACK.
TOP OF WALL
CORNER BRACING; SEE #3/-
WALL TYPE "A" IN
PLAN VIEW (TOP
TRACK)
NOTES:
1.CORNER BRACING NOT REQUIRED WHEN
LENGTH OF WALL IS 10'-0" OR LESS.
2.NOT USED.
3.BRACING SHALL BE:
6'-0" OR LESS:
3 5/8" X 20 GA. MTL STUD FLAT WITH (3) # 8
S.M.S. EA END TO TOP TRACK.
6'-1" TO 10'-0":
DOUBLE 3 5/8" X 20 GA. MTL STUDS ONE LAID
FLAT, WITH (3) #8 S.M.S. EACH END TO TOP
TRACK AND ONE LAID ON END WITH #8
S.M.S. @ 24" O.C. TO FLAT STUD W/ (2) #8
S.M.S. EA. END TO TOP TRACK.
SE
E
N
O
T
E
1
6'
-
0
"
U
.
N
.
O
.
T
O
1
0
'
M
A
X
.
SE
E
N
O
T
E
3
45°
6'
-
0
"
U
.
N
.
O
.
T
O
1
0
'
M
A
X
.
SE
E
N
O
T
E
3
AT BRACING GREATER
THAN 6'-0" ONLY.
DBL.MTL STUD BRACE
W/ (4) #8 S.M.S. @ 24' O.C.
TO FLAT STOP & (2) #8 S.M.S.
@ EA. END TO TOP TRACK
45°
CE
I
L
I
N
G
H
E
I
G
H
T
(
1
0
'
-
0
"
)
2'
-
1
0
"
COUNTERTOP
AND BACKSPLASH
- PL-1
-
13
3'-0"
REMOVABLE
PANEL - PL-1
4"
PAINT
PAINT
PLASTIC LAMINATED
SUPPORT, TYP. - PL-1
(open)B-1
9"
10'-0"
SIM
REMOVABLE PANEL
1
1
/
2
"
8"MIN.
2'
-
3
"
M
I
N
2'
-
1
0
"
M
A
X
9"
M
I
N
.
2'-0"
11"MIN.
COUNTERTOP AND
BACKSPLASH PER
ELEVATIONS.
GARBAGE DISPOSAL,
WHERE APPLIES
INSULATE DRAIN, HOT
WATER WHEN EXPOSED
P- LAM INTERIOR
@ EXPOSED SURFACES
2'
-
5
"
M
I
N
17" MIN.
6" MIN.
11 TYP. LIMITING HEIGHTS
NTS
4 SILL/PLATE CONNECTION
Scale : 1" = 1'-0"
5 STANDARD FIRE EXTINGUISHER CABINETS
Scale : 1-1/2" = 1'-0"
8 WALL BACKING DETAILS
NTS
9 TYP. OUTLETS MOUNTING HEIGTHS
Scale : 3/8" = 1'-0"
6 TYPICAL DOOR CLEARANCES
Scale : 1/2" = 1'-0"
2 WALL TYPE D
Scale : 1" = 1'-0"
1 WALL TYPE A
Scale : 1" = 1'-0"
3 CORNER BRACING DETAIL TYP
Scale : N.T.S.
12 MILLWORK @ BREAK ROOM
Scale: 1/2"=1'-0"
13 ACCESSIBLE SINK SECTION
Scale : 1" = 1'-0"
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
BZ
BZ
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