Leasing Brochure - NewMark Merrill Companies

Transcription

Leasing Brochure - NewMark Merrill Companies
PROJECT REDEVELOPMENT 2016 UNDER CONSTRUCTION
SEC CRENSHAW BLVD & IMPERIAL HWY, INGLEWOOD, CA
FULLY APPROVED & FULLY ENTITLED PROJECT REMODEL UNDER CONSTRUCTION
HIGHLIGHTS
MITCHELL HERNANDEZ
RICHARD RIZIKA
KELLY DENT
FAYE C. MONTGOMERY
Lic. 0187559
T +1 310 363 4875
[email protected]
Lic. 01044064
T +1 310 363 4777
[email protected]
Lic. 01173419
T +1 310 363 4952
[email protected]
Lic. 01201641
T +1 213 534 3213
[email protected]
PROJECT HIGHLIGHTS:
•
Dominant 230,000 square feet discount driven power center.
•
Convenient access and excellent visibility with multiple ingress / egress points
and over 1,000 feet of frontage along Imperial Hwy.
•
High trafficked area with over 118,000 cars per day along a signalized intersection.
•
Seasoned retail corridor serving over 84,000 employees in a 3 mile radius.
•
Located just miles from the new LA Rams NFL Football stadium
DEMOGRAPHICS:
IMPERIAL HWY (53,200 CPD)
1 MILE
2 MILES
3 MILES
POPULATION
30,141
163,020
361,418
AVG. HH INCOME
$57,526
$52,170
$52,728
6,595
37,037
84,922
DAYTIME POPULATION
CRENSHAW BLVD (65,500 CPD)
TRAFFIC COUNTS:
CRENSHAW BLVD @ IMPERIAL HWY (N/S)
±65,500 *
IMPERIAL HWY @ CRENSHAW BLVD (E/W)
±53,200*
105 FREEWAY @ CRENSHAW BLVD EXIT
±143,841*
JOIN THE FOLOWING RETAILERS:
PRIME CUSTOMER: THE COSMOPOLITAN
*23%; Urban; Upper Middle Class; Age 55+, Some College
Coming Soon
The Cosmopolitans are urbane couples in America’s fast-growing
cities. Concentrated in a handful of metros--such as Las Vegas, Miami,
and Albuquerque--these households feature older, empty-nesting
homeowners. A vibrant social scene surrounds their older homes
and apartments, and residents love the nightlife and enjoy leisureintensive lifestyles.
*23.5% based on a 1 mile radius of 8,915 households.
© 2016 CBRE, Inc. This information has been obtained from sources believed reliable. We have not verified it and make no guarantee, warranty or representation about it. Any projections, opinions, assumptions or estimates used are for example only and do not represent the current or future performance of the property. You and your advisors should conduct a careful, independent investigation of the property to determine to your satisfaction the suitability of the property for your needs.
CBRE and the CBRE logo are service marks of CBRE, Inc. and/or its affiliated or related companies in the United States and other countries. All other marks displayed on this document are the property of their respective owners. Newport Beach / Crenshaw Blvd and Imperial Hwy_Brochure_v13JL
PROPOSED SITE PLAN
MITCHELL HERNANDEZ
RICHARD RIZIKA
KELLY DENT
FAYE C. MONTGOMERY
Lic. 0187559
T +1 310 363 4875
[email protected]
Lic. 01044064
T +1 310 363 4777
[email protected]
Lic. 01173419
T +1 310 363 4952
[email protected]
Lic. 01201641
T +1 213 534 3213
[email protected]
(53,200 CPD)
1ST LEVEL
1
2
3
4
5
REFERENCE NOTES
7
6
8
F01
9
F24
F29
± 160' - 0"
4' - 10"
22' - 7"
26' - 3"
26' - 3"
52' - 6"
17' - 4"
F30
F31
F33
F36
10' - 3"
F38
F39
F43
F44
F45
A
F45A
NEW PLANTER
NEW PLANTER
NEW PLANTER
F90
(E) PLANTER
RAMP UP
2'-0" MIN
N.A.P.
C
SF-2
F115
C
EXIT
EXIT
EXIT
B
3' - 9"
.
.
.
F101
1' - 0"
.
2% MAX.
SLOPE
B
2% MAX.
SLOPE
2% MAX.
SLOPE
OPEN
OUTDOOR
PATIO
2% MAX.
SLOPE
OPEN
OUTDOOR
PATIO
12' - 5"
A PROJECT FOR:
NEWMARK MERRILL COMPANIES
5850 CANOGA AVENUE, SUITE 650
WOODLAND HILLS, CA 91367
Tel. 818.710.6100 Fax 818.710.6116
ww.newmarkmerrill.com
SF-1
26' - 3"
.
.
FLOOR PLAN LEGEND
56' - 3"
8' - 3"
5' - 11 1/2"
26' - 3"
4' - 10"
30' - 0"
EXIT
6'-7"
(E) OFFICE
(N.I.C.)
(E) ATM
(N.I.C.)
ELEC. / TEL.
ROOM
6' - 3"
TO EXTERIOR POP OUT CANOPY ABOVE
12' - 0"
1' - 8"
12' - 0"
1' - 8"
12' - 0"
9' - 11"
(E) BANK VAULT
(N.I.C.)
9' - 0"
PLANTER
12' - 0"
12' - 0"
(E) PLANTER
12' - 0"
(E) OFFICE
(N.I.C.)
DN
1.4
13' - 9"
3
13' - 4"
3.5
2' - 0"
9' - 0"
4 4.2 4.3
12' - 0"
4.6
12' - 0"
4.8
5
WALL TYPE 'B1' - (1-HOUR RATED) - UL DESIGN U-465
INTERIOR WALL: 6" MTL. STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C..
WITH R-13 SOUND INSULATION AND ONE LAYER OF TYPE X 5/8" GYP. BD. TO UNDERSIDE OF
STRUCTURE ON TENANT SIDE, TAPED AND SANDED READY FOR TENANT FINISH AND ONE
LAYER OF TYPE X 5/8" GYPSUM BOARD TO UNDERSIDE OF STRUCTURE ON CORRIDOR SIDE
12' - 0"
5.3
11' - 4"
5.8
NOTE: AT TENANT "B" DEMISING WALL, TENANT TO INSTALL INSULATION AND DRYWALL
C
WALL TYPE 'C' - 2 HOUR SHAFT WALL - UL DESIGN U-415
SHAFT WALL: 6" USG STEEL C-H STUD x 20GA.
TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C.. WITH SHEETROCK BRAND GYPSUM
PANEL AND 1" SHEETROCK BRAND GYPSUM LINER PANELTO UNDERSIDE OF STRUCTURE.
TAPED AND SANDED ON TENANT SIDE READY FOR TENANT FINISH
D
WALL TYPE 'D' - EXISTING
EXTERIOR WALL: GRANITE WALL TO REMAIN. REPLACE DAMAGED PORTION TO
MATCH EXISTING WHERE DEMOLITION OCCURS. POWER WASH CLEAN
J
SIDEWALK
14' - 3"
1
WALL TYPE 'B' - (1-HOUR RATED) -UL DESIGN U-465
INTERIOR DEMISING WALL: 6" METAL STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA ABOVE 24'-0")
AT 16" O.C. TO UNDERSIDE OF STRUCTURE. W/ R-13 SOUND INSULATION AND ONE LAYER 5/8"
TYPE 'X' GYP. BD. TO UNDERSIDE OF STRUCTURE ON BOTH SIDES. TAPED AND SANDED
READY FOR TENANT FINISH. REFER TO 1 / A502
B1
H
12' - 8"
2 HR. VENT
SHAFT TO
ROOF
vt
.r
A
Z
A
L
P
t
L
rv
A
I
o.
R
bi
E
u
P
rr
M
I
A
W
Z
A
L
H
P
S
N
L
A
E
I
R
R
C
E
P
A
M
I
F
8
W
2
A
1
H
5
S
1
N
t\
vi
E
e
R
R
C
\
's
A
D
M
C
F
\
A
8
2
M
1
F
5
M 8
2
\1
A
P1
N
6
25
O
3
5 \1
M
5:
3: S
A
5
1T
R
0:
2: C
1
6E
8
6
1J
2
1
0O
1
0
2R
5
2
8/ P
1
5/
2 :\
C
7/
4/ H
WALL TYPE 'A1' (EXISTING)
EXTERIOR WALLS: (REFER TO STRUCTURAL DRAWINGS) PAINTED EXTERIOR CEMENT
PLASTER FINISH. SEE PAINT COLOR SCHEDULE
B
NOTE: AT TENANT "B" INTERIOR CORRIDOR WALLS, TENANT TO INSTALL INSULATION AND
DRYWALL
27' - 7"
(E) OFFICE
(N.I.C.)
18' - 0"
5' - 4"
DN
1' - 8"
PLANTER
26'-6"
(E) OFFICE
BREAKROOM
(N.I.C.)
± 16' - 7"
± 2,133 S.F.
F.F.E. = 84.50'
SF-3
3 STOREFRONT OPENINGS TO BE CENTERED
EXIT
H
6
8"
12' - 0"
6.3 6.5
12' - 0"
6.8
7
FLOOR PLAN GENERAL NOTES
11' - 3"
7.4
7.8
8
9
PROVIDE NEW 8" CONCRETE
PLANTER WALL, PAINT
1.
INTERIOR WALLS SHALL BE TAPED, SANDED AND READY FOR FINISH.
2.
WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN
CBC TABLE 803.9
3.
TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE
FINISH FLOOR OR GROUND SURFACE, MEASURED ABOVE THE BASELINE OF THE LOWEST
BRAILLE CELLS AND 60 INCHES (154 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND
SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.
CBC 11B-703.4.1.
(E) DATUM: 84.50' = 0.0' (E) LEVEL 1
4.
CITY OF INGLEWOOD
S
S
5.
THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR.
THE FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH
SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR
LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 2%.
B.
THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED
THRESHOLDS AND DOOR FLOOE LEVEL CHANGES GREATER THEN 1/4" AT
DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 50%.
C.
WHEN A DOOR OPENS OVER A LANDING, THE LANDING SHALL HAVE
A LENGTH OF NOT LESS THAN 60".
ALL FUTURE TENANTS ARE REQUIRED TO HAVE PLANS SUBMITTED FOR REVIEW AND APPROVAL
AND BUILDING PERMITS.
NOTE: ALL NEW EXTERIOR STUDS SHALL BE 6" X 18 GA. AT 16" O.C.
SCALE: 1/8" = 1'-0"
CRENSHAW IMPERIAL
PLAZA
OFFICE BUILDING
REPOSITIONING
2930 W IMPERIAL HWY.
INGLEWOOD, CA 90303
ISSUES / REVISIONS
No.
B
A
DATE
DESCRIPTION
12-17-15
03-21-16
03-21-16
04-14-16
04-05-16
1st PLAN CHECK SUBMITTAL
2nd PLAN CHECK SUBMITTAL
ISSUED FOR BID
ADDENDUM "B"
ADDENDUM "A"
FUTURE PAD
DEVELOPMENT
RESTAURANT
AND RETAIL
LEASE
PENDING
RETAIL
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN ON
THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY MALAK
ARCHITECTS, INC.. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE
WRITTEN CONSENT OF McKENTLY MALAK ARCHITECTS, INC. VISUAL CONTACT WITH
THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
JOB NUMBER: 15128FMA
DRAWN BY: Author
CHECKED BY:
DATE: 08-18-15
Checker
SHEET DESCRIPTION:
DOOR GENERAL NOTES:
A.
NORTH
LEVEL 1 FLOOR PLAN
g
KEY MAP
DENOTES REFERENCE KEYNOTE NUMBER
A1
F
12' - 0"
IN LEASES
TENANT D
26'-10"
21' - 3"
9'-10"
± 264 S.F.
.
2% MAX.
SLOPE
g
S
FACE OF SHEATHING
ALL DIMEMSIONS TO FACE OF SHEATHING U.N.O.
WALL TYPES LEGEND
WALL TYPE 'A'
EXTERIOR WALLS: (REFER TO STRUCTURAL DWGS FOR FRAMING) WITH R-19 WALL
INSULATION AND 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 3.4# EXPANDED
DIAMOND METAL MESH LATH AND 15# FELT (OR GRADE D BLDG. PAPER OR 'TYVEC'
COMMERCIAL WRAP) AND PAINTED 7/8' EXTERIOR CEMENT PLASTER.
REFER TO 1 / A501
9'-8"
6'-1"
CLR.
5'-0" CLR.
1' - 0"
± 1,398 S.F.
T
S
.
± 90' - 0"
30' - 0"
E
A
3'-0"
19'-3"
16'-3"
19'-2"
17' - 0"
5'-2"
20'-0"
TENANT C
± 2' - 0"
SF-4
OPEN
OUTDOOR
PATIO
53'-2"
OH POW ER
LI NES
FD. L & T
M
SMH
2% MAX.
SLOPE
EXIT
AVAILABLE 1,398 SF
EXIT
GATE
BOX
4
CITY OF INGLEWOOD
3' - 5"
± 6' - 3"
1' - 6" MIN.
3
FD. L & T
RC E 6 78 3
EXIT DOOR SYMBOL
F01
.
1' - 6" MIN.
T E
7
6
5
2
CITY OF HAWTHORNE
.
1- HR EXIT CORRIDOR
EXIT
5' - 3"
3' - 5"
EXIT
EXIT
DN
F
DOOR SYMBOL (SEE SHEETS A601 AND A602)
EXIT
5' - 3"
5' - 7 1/2" 2' - 8"
2' - 1"
V.I.F.
V.I.F.
3' - 2"
EXIT
2' - 0"
MIN.
2% MAX.
SLOPE
.
2% MAX.
SLOPE
STOREFRONT SYMBOL (SEE SHEETS A601 AND A602)
39' - 3"
18' - 0"
12' - 1"
V.I.F.
9
8
S-1
101
M
117' - 7"
10"
34' - 9"
26' - 4"
8' - 8"
CHASE
5' - 1"
10
E
T
LOADING
DOCK
(E) 1ST FLOOR
ELEVATOR
LOBBY
± 6,590 S.F.
11
S
WALL TYPE DESIGNATION. SEE WALL TYPE LEGEND
KEY FOB
READER
(E) CITIBANK
(N.I.C.)
12
13
A
D
(E) ELEVATOR
SHAFT
1- HR EXIT CORRIDOR
± 2,439 S.F.
F.F.E. = 84.50'
F.O.S.
V.I.F.
STAIR 3
9' - 7" V.I.F.
E
=
R=
L=
D
DN
1
TENANT B
± 2,451 S.F.
F.F.E. = 84.50'
SF -5
.
TENANT A
UP
T
D
D
T.P .O. B.
PA R C E L 1
STAIR 2
2% MAX.
SLOPE
CITY OF HAWTHORNE
CL
TYP.
D
︳
(65,500 CPD)
F100
EXISTING DEMISING WALL, PATCH AND REPAIR DAMAGED PORTION OR REPLACE
WITH NEW TO MATCH EXISTING WALL ASSEMBLY
TELEPHONE BACKBOARD OR CABINET - SEE ELECTRICAL DRAWINGS
NEW ELECTRICAL SWITCHGEAR - SEE ELECTRICAL DRAWINGS, PROVIDE 4" HIGH
CONCRETE PAD
LINE OF FLOOR, ABOVE
LINE OF SOFFIT, ABOVE
LINE OF TRELLIS, ABOVE
ROOF ACCESS LADDER - PROVIDE SAFETY CAGE FOR LADDERS OVER 18'-0", SEE
10/A701
NEW STRUCTURAL COLUMN - SEE STRUCTURAL DRAWINGS
LINE OF EXISTING METAL STAIRS TO REMAIN. PAINT TO MATCH METAL TRELLIS
PAINT.
G.C. TO LEVEL EXISTING FLOOR SLAB FREE OF ANYTHING LEFT OVER FROM
PREVIOUS TENANT THROUGHOUT THE PREMISES PREPARE AND READY TO
ACCEPT TENANT'S FLOOR FINISHES
EXISTING STOREFRONT AND DOOR TO REMAIN. PAINT (E) MULLION TO MATCH
NEW STOREFRONT COLOR
TACTILE EXIT SIGN TO READ "EXIT ROUTE" TO BE PROVIDED AT TENANT
IMPROVEMENT PHASE. REFER TO 23/T02
TACTILE EXIT SIGN TO READ "EXIT" TO BE PROVIDED AT TENANT IMPROVEMENT
PHASE. REFER TO 23/T02
NEW RAISED UP MAN HOLE AND FLOOR ACCESS PANELS FOR UNDERGROUND
TRANSFORMER BELOW. TOP LEVEL SHALL ALIGN WITH THE OPEN PATIO FINISH
LEVEL. G.C. TO PROVIDE ACCESS PANELS AND COORDINATE SIZE OF THE PANELS
WITH SCE STANDARDS AND SUBMIT SHOP DRAWINGS FOR APPROVAL
PROVIDE 2 HR SPRAY APPLIED MONOKOTE® MK-10 HB SINGLE COMPONENT
FIREPROOFING PLASTER (ESR-1186) OR APPROVED EQUAL AT ALL (E) STEEL
COLUMNS THAT REQUIRE RE-APPLICATION.(G.C. TO INSPECT AND VERIFY IN FIELD)
EXISTING METAL CLADDING. REPLACE WITH NEW METAL CLADDING AND
ATTACHMENTS AS REQUIRED AND SHALL BE IN WATERTIGHT CONDITION, (INSTALL
PER MFR'S. RECOMMENDATION) PAINT PER SCHEDULE, TYPICAL TO ALL. SEE
EXTERIOR ELEVATIONS
PROVIDE STEEL STIFFENER PLATE AND METAL FURRRING STUDS AT THE EDGE OF
ENTIRE HEIGHT OF THE EXISTING DECORATIVE CMU WALL THAT WAS CUT BACK
AND PREPARE WALL TO ACCEPT NEW SMOOTH PLASTER FINISH, PAINT TO MATCH
ADJACENT SURFACE
5
LEVEL 1 FLOOR PLAN
SHEET NUMBER:
A101.
14,400 SF
AVAILABLE 3,000 SF
NAIL/SPA SALON
AVAILABLE 4,483 SF
2-STORY BUILDING
COMING SOON
© 2016 CBRE, Inc. This information has been obtained from sources believed reliable. We have not verified it and make no guarantee, warranty or representation about it. Any projections, opinions, assumptions or estimates used are for example only and do not represent the current or future performance of the property. You and your advisors should conduct a careful, independent investigation of the property to determine to your satisfaction the suitability of the property for your needs.
CBRE and the CBRE logo are service marks of CBRE, Inc. and/or its affiliated or related companies in the United States and other countries. All other marks displayed on this document are the property of their respective owners. Newport Beach / Crenshaw Blvd and Imperial Hwy_Brochure_v13JL
2'-0" MIN
C
F24
F29
F30
F31
F33
F36
F38
F39
F43
F44
F45
F45A
F90
RAMP UP
2% MAX.
SLOPE
F101
.
1' - 0"
.
.
2'-0" MIN
C
A PROJECT FOR:
B
F115
EXISTING DEMISING WALL, PATCH AND REPAIR DAMAGED PORTION OR REPLACE
WITH NEW TO MATCH EXISTING WALL ASSEMBLY
TELEPHONE BACKBOARD OR CABINET - SEE ELECTRICAL DRAWINGS
NEW ELECTRICAL SWITCHGEAR - SEE ELECTRICAL DRAWINGS, PROVIDE 4" HIGH
CONCRETE PAD
LINE OF FLOOR, ABOVE
LINE OF SOFFIT, ABOVE
LINE OF TRELLIS, ABOVE
ROOF ACCESS LADDER - PROVIDE SAFETY CAGE FOR LADDERS OVER 18'-0", SEE
10/A701
NEW STRUCTURAL COLUMN - SEE STRUCTURAL DRAWINGS
LINE OF EXISTING METAL STAIRS TO REMAIN. PAINT TO MATCH METAL TRELLIS
PAINT.
G.C. TO LEVEL EXISTING FLOOR SLAB FREE OF ANYTHING LEFT OVER FROM
PREVIOUS TENANT THROUGHOUT THE PREMISES PREPARE AND READY TO
ACCEPT TENANT'S FLOOR FINISHES
EXISTING STOREFRONT AND DOOR TO REMAIN. PAINT (E) MULLION TO MATCH
NEW STOREFRONT COLOR
TACTILE EXIT SIGN TO READ "EXIT ROUTE" TO BE PROVIDED AT TENANT
IMPROVEMENT PHASE. REFER TO 23/T02
TACTILE EXIT SIGN TO READ "EXIT" TO BE PROVIDED AT TENANT IMPROVEMENT
PHASE. REFER TO 23/T02
NEW RAISED UP MAN HOLE AND FLOOR ACCESS PANELS FOR UNDERGROUND
TRANSFORMER BELOW. TOP LEVEL SHALL ALIGN WITH THE OPEN PATIO FINISH
LEVEL. G.C. TO PROVIDE ACCESS PANELS AND COORDINATE SIZE OF THE PANELS
WITH SCE STANDARDS AND SUBMIT SHOP DRAWINGS FOR APPROVAL
PROVIDE 2 HR SPRAY APPLIED MONOKOTE® MK-10 HB SINGLE COMPONENT
FIREPROOFING PLASTER (ESR-1186) OR APPROVED EQUAL AT ALL (E) STEEL
COLUMNS THAT REQUIRE RE-APPLICATION.(G.C. TO INSPECT AND VERIFY IN FIELD)
EXISTING METAL CLADDING. REPLACE WITH NEW METAL CLADDING AND
ATTACHMENTS AS REQUIRED AND SHALL BE IN WATERTIGHT CONDITION, (INSTALL
PER MFR'S. RECOMMENDATION) PAINT PER SCHEDULE, TYPICAL TO ALL. SEE
EXTERIOR ELEVATIONS
PROVIDE STEEL STIFFENER PLATE AND METAL FURRRING STUDS AT THE EDGE OF
ENTIRE HEIGHT OF THE EXISTING DECORATIVE CMU WALL THAT WAS CUT BACK
AND PREPARE WALL TO ACCEPT NEW SMOOTH PLASTER FINISH, PAINT TO MATCH
ADJACENT SURFACE
A PROJECT FOR:
NEWMARK MERRILL COMPANIES
5850 CANOGA AVENUE, SUITE 650
WOODLAND HILLS, CA 91367
Tel. 818.710.6100 Fax 818.710.6116
ww.newmarkmerrill.com
C
EXIT
EXIT
EXIT
3' - 9"
.
2% MAX.
SLOPE
2% MAX.
SLOPE
OPEN
OUTDOOR
PATIO
2% MAX.
SLOPE
SF-1
26' - 3"
.
.
FLOOR PLAN LEGEND
34' - 9"
8' - 3"
26' - 3"
4' - 10"
EXIT
1' - 6" MIN.
1' - 6" MIN.
6'-7"
± 2,133 S.F.
F.F.E. = 84.50'
(E) OFFICE
BREAKROOM
(N.I.C.)
6' - 3"
TO EXTERIOR POP OUT CANOPY ABOVE
1' - 8"
12' - 0"
1' - 8"
12' - 0"
1' - 8"
12' - 0"
(E) BANK VAULT
(N.I.C.)
(E) OFFICE
(N.I.C.)
18' - 0"
WALL TYPE 'A1' (EXISTING)
EXTERIOR WALLS: (REFER TO STRUCTURAL DRAWINGS) PAINTED EXTERIOR CEMENT
PLASTER FINISH. SEE PAINT COLOR SCHEDULE
B
WALL TYPE 'B' - (1-HOUR RATED) -UL DESIGN U-465
INTERIOR DEMISING WALL: 6" METAL STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA ABOVE 24'-0")
AT 16" O.C. TO UNDERSIDE OF STRUCTURE. W/ R-13 SOUND INSULATION AND ONE LAYER 5/8"
TYPE 'X' GYP. BD. TO UNDERSIDE OF STRUCTURE ON BOTH SIDES. TAPED AND SANDED
READY FOR TENANT FINISH. REFER TO 1 / A502
B1
WALL TYPE 'B1' - (1-HOUR RATED) - UL DESIGN U-465
INTERIOR WALL: 6" MTL. STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C..
WITH R-13 SOUND INSULATION AND ONE LAYER OF TYPE X 5/8" GYP. BD. TO UNDERSIDE OF
STRUCTURE ON TENANT SIDE, TAPED AND SANDED READY FOR TENANT FINISH AND ONE
LAYER OF TYPE X 5/8" GYPSUM BOARD TO UNDERSIDE OF STRUCTURE ON CORRIDOR SIDE
C
WALL TYPE 'C' - 2 HOUR SHAFT WALL - UL DESIGN U-415
SHAFT WALL: 6" USG STEEL C-H STUD x 20GA.
TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C.. WITH SHEETROCK BRAND GYPSUM
PANEL AND 1" SHEETROCK BRAND GYPSUM LINER PANELTO UNDERSIDE OF STRUCTURE.
TAPED AND SANDED ON TENANT SIDE READY FOR TENANT FINISH
NOTE: AT TENANT "B" DEMISING WALL, TENANT TO INSTALL INSULATION AND DRYWALL
NOTE: AT TENANT "B" INTERIOR CORRIDOR WALLS, TENANT TO INSTALL INSULATION AND
DRYWALL
D
2 HR. VENT
SHAFT TO
ROOF
9' - 0"
PLANTER
12' - 0"
12' - 0"
(E) PLANTER
12' - 0"
(E) OFFICE
(N.I.C.)
DN
J
SIDEWALK
14' - 3"
13' - 9"
13' - 4"
2' - 0"
9' - 0"
12' - 0"
12' - 0"
12' - 0"
11' - 4"
8"
12' - 0"
12' - 0"
FLOOR PLAN GENERAL NOTES
11' - 3"
1.
1.4
1
3
3.5
4 4.2 4.3
4.6
4.8
5
5.3
5.8
6.3 6.5
6
6.8
7
7.4
7.8
8
9
PROVIDE NEW 8" CONCRETE
PLANTER WALL, PAINT
HAW
PLA
L
ENS
WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN
CBC TABLE 803.9
3.
TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE
FINISH FLOOR OR GROUND SURFACE, MEASURED ABOVE THE BASELINE OF THE LOWEST
BRAILLE CELLS AND 60 INCHES (154 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND
SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.
CBC 11B-703.4.1.
ERIA
A-CR
IMP
8FM
4.
HAW
1512
ENS
evit\
-CR
D's\R
FMA
MA\C
5128
AM
PM 128F
ON\1
:52
5:36
S\15
2:13 RAM
10:5
6 ECT
128
016
/201 ROJ
INTERIOR WALLS SHALL BE TAPED, SANDED AND READY FOR FINISH.
2.
(E) DATUM: 84.50' = 0.0' (E) LEVEL 1
5.
OH POW ER
LI NES
FD. L & T
S
ISSUES / REVISIONS
No.
B
A
DATE
DESCRIPTION
12-17-15
03-21-16
03-21-16
04-14-16
04-05-16
1st PLAN CHECK SUBMITTAL
2nd PLAN CHECK SUBMITTAL
ISSUED FOR BID
ADDENDUM "B"
ADDENDUM "A"
RETAIL
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN ON
THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY MALAK
ARCHITECTS, INC.. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE
WRITTEN CONSENT OF McKENTLY MALAK ARCHITECTS, INC. VISUAL CONTACT WITH
THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
JOB NUMBER: 15128FMA
DRAWN BY: Author
CHECKED BY:
DATE: 08-18-15
Checker
SHEET DESCRIPTION:
DOOR GENERAL NOTES:
A.
THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR.
THE FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH
SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR
LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 2%.
B.
THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED
THRESHOLDS AND DOOR FLOOE LEVEL CHANGES GREATER THEN 1/4" AT
DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 50%.
C.
WHEN A DOOR OPENS OVER A LANDING, THE LANDING SHALL HAVE
A LENGTH OF NOT LESS THAN 60".
ALL FUTURE TENANTS ARE REQUIRED TO HAVE PLANS SUBMITTED FOR REVIEW AND APPROVAL
AND BUILDING PERMITS.
NOTE: ALL NEW EXTERIOR STUDS SHALL BE 6" X 18 GA. AT 16" O.C.
SCALE: 1/8" = 1'-0"
LEASE
PENDING
2930 W IMPERIAL HWY.
INGLEWOOD, CA 90303
LEVEL 1 FLOOR PLAN
SHEET NUMBER:
A101.
NORTH
LEVEL 1 FLOOR PLAN
C:\15
7/5/2
4/28 H:\P
GATE
BOX
FD. L & T
RCE 6 78 3
S
CRENSHAW IMPERIAL
PLAZA
OFFICE BUILDING
REPOSITIONING
WALL TYPE 'D' - EXISTING
EXTERIOR WALL: GRANITE WALL TO REMAIN. REPLACE DAMAGED PORTION TO
MATCH EXISTING WHERE DEMOLITION OCCURS. POWER WASH CLEAN
H
12' - 8"
H
vt
ZA.r
PLA
L
o.rvt
ERIA
rrubi
IMP
ZA
T E
7
4
g
KEY MAP
A1
F
9' - 11"
TENANT D
SF-3
3 STOREFRONT OPENINGS TO BE CENTERED
D
D
117' - 7"
± 264 S.F.
IN LEASES
EXIT
T
S
30' - 0"
± 90' - 0"
.
(E) ATM
(N.I.C.)
ELEC. / TEL.
ROOM
27' - 7"
2% MAX.
SLOPE
9
8
6
3
LOADING
DOCK
30' - 0"
(E) OFFICE
(N.I.C.)
11
10
g
S
DENOTES REFERENCE KEYNOTE NUMBER
WALL TYPES LEGEND
9'-8"
6'-1"
CLR.
5'-0" CLR.
1' - 0"
OPEN
OUTDOOR
PATIO
± 1,398 S.F.
2
M
SMH
CITY OF INGLEWOOD
CITY OF HAWTHORNE
12' - 0"
F
5'-2"
20'-0"
TENANT C
5
1
EXIT
53'-2"
12
13
E
T
M
EXIT DOOR SYMBOL
FACE OF SHEATHING
ALL DIMEMSIONS TO FACE OF SHEATHING U.N.O.
F01
WALL TYPE 'A'
EXTERIOR WALLS: (REFER TO STRUCTURAL DWGS FOR FRAMING) WITH R-19 WALL
INSULATION AND 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 3.4# EXPANDED
DIAMOND METAL MESH LATH AND 15# FELT (OR GRADE D BLDG. PAPER OR 'TYVEC'
COMMERCIAL WRAP) AND PAINTED 7/8' EXTERIOR CEMENT PLASTER.
REFER TO 1 / A501
A
EXIT
AVAILABLE 1,398 SF
EXIT
STOREFRONT SYMBOL (SEE SHEETS A601 AND A602)
DOOR SYMBOL (SEE SHEETS A601 AND A602)
EXIT
E
2% MAX.
SLOPE
.
3' - 5"
EXIT
1- HR EXIT CORRIDOR
EXIT
DN
S
WALL TYPE DESIGNATION. SEE WALL TYPE LEGEND
S-1
101
2% MAX.
SLOPE
5' - 3"
5' - 7 1/2" 2' - 8"
2' - 1"
V.I.F.
5' - 11 1/2"
.
2% MAX.
SLOPE
A
D
KEY FOB
READER
(E) 1ST FLOOR
ELEVATOR
LOBBY
± 6,590 S.F.
39' - 3"
18' - 0"
12' - 1"
V.I.F.
=
R=
L=
D
DN
(E) ELEVATOR
SHAFT
(E) CITIBANK
(N.I.C.)
F.O.S.
V.I.F.
10"
1- HR EXIT CORRIDOR
± 2,439 S.F.
F.F.E. = 84.50'
SF -5
.
TENANT B
± 2,451 S.F.
F.F.E. = 84.50'
26' - 4"
8' - 8"
CHASE
CITY OF INGLE WOOD
T.P .O. B.
PA R C E L 1
STAIR 2
56' - 3"
TENANT A
UP
STAIR 3
9' - 7" V.I.F.
5' - 1"
FUTURE PAD
DEVELOPMENT
RESTAURANT
AND RETAIL
CL
TYP.
2% MAX.
SLOPE
E
T
SF-2
D
CITY OF HAWTHORNE
12' - 5"
B
N.A.P.
F100
5
14,400 SF
2-STORY BUILDING
NEWMARK MERRILL COMPANIES
5850 CANOGA AVENUE, SUITE 650
WOODLAND HILLS, CA 91367
Tel. 818.710.6100 Fax 818.710.6116
ww.newmarkmerrill.com
AVAILABLE 4,483 SF
SF-2
F115
C
EXIT
EXIT
EXIT
B
F01
9
10' - 3"
COMING SOON
SF-1
26' - 3"
.
.
AVAILABLE 3,000 SF
1' - 0"
.
.
8
17' - 4"
NEW PLANTER
NAIL/SPA SALON
F101
3' - 9"
.
.
2% MAX.
SLOPE
2% MAX.
SLOPE
B
2% MAX.
SLOPE
2% MAX.
SLOPE
OPEN
OUTDOOR
PATIO
RAMP UP
F100
OPEN
OUTDOOR
PATIO
12' - 5"
REFERENCE NOTES
7
52' - 6"
PLANTER
F90
(E) PLANTER
6
26' - 3"
NEW PLANTER
3' - 5"
± 6' - 3"
NEW PLANTER
5
± 160' - 0"
V.I.F.
NEW PLANTER
4
26' - 3"
NEW PLANTER
OPEN
OUTDOOR
PATIO
3' - 2"
NEW PLANTER
3
22' - 7"
2' - 0"
MIN.
F45A
2
4' - 10"
(E) PLANTER
5' - 3"
F45
A
(53,200 CPD)
1ST LEVEL
1
A
EXIT
F44
.
F43
3'-0"
F38
F39
17' - 0"
F30
F31
F33
F36
10' - 3"
19'-2"
17' - 4"
16'-3"
52' - 6"
19'-3"
26' - 3"
± 2' - 0"
26' - 3"
SF-4
22' - 7"
9'-10"
± 160' - 0"
4' - 10"
EXISTING DEMISING WALL, PATCH AND REPAIR DAMAGED PORTION OR REPLACE
WITH NEW TO MATCH EXISTING WALL ASSEMBLY
TELEPHONE BACKBOARD OR CABINET - SEE ELECTRICAL DRAWINGS
NEW ELECTRICAL SWITCHGEAR - SEE ELECTRICAL DRAWINGS, PROVIDE 4" HIGH
CONCRETE PAD
LINE OF FLOOR, ABOVE
LINE OF SOFFIT, ABOVE
LINE OF TRELLIS, ABOVE
ROOF ACCESS LADDER - PROVIDE SAFETY CAGE FOR LADDERS OVER 18'-0", SEE
10/A701
NEW STRUCTURAL COLUMN - SEE STRUCTURAL DRAWINGS
LINE OF EXISTING METAL STAIRS TO REMAIN. PAINT TO MATCH METAL TRELLIS
PAINT.
G.C. TO LEVEL EXISTING FLOOR SLAB FREE OF ANYTHING LEFT OVER FROM
PREVIOUS TENANT THROUGHOUT THE PREMISES PREPARE AND READY TO
ACCEPT TENANT'S FLOOR FINISHES
EXISTING STOREFRONT AND DOOR TO REMAIN. PAINT (E) MULLION TO MATCH
NEW STOREFRONT COLOR
TACTILE EXIT SIGN TO READ "EXIT ROUTE" TO BE PROVIDED AT TENANT
IMPROVEMENT PHASE. REFER TO 23/T02
TACTILE EXIT SIGN TO READ "EXIT" TO BE PROVIDED AT TENANT IMPROVEMENT
PHASE. REFER TO 23/T02
NEW RAISED UP MAN HOLE AND FLOOR ACCESS PANELS FOR UNDERGROUND
TRANSFORMER BELOW. TOP LEVEL SHALL ALIGN WITH THE OPEN PATIO FINISH
LEVEL. G.C. TO PROVIDE ACCESS PANELS AND COORDINATE SIZE OF THE PANELS
WITH SCE STANDARDS AND SUBMIT SHOP DRAWINGS FOR APPROVAL
PROVIDE 2 HR SPRAY APPLIED MONOKOTE® MK-10 HB SINGLE COMPONENT
FIREPROOFING PLASTER (ESR-1186) OR APPROVED EQUAL AT ALL (E) STEEL
COLUMNS THAT REQUIRE RE-APPLICATION.(G.C. TO INSPECT AND VERIFY IN FIELD)
EXISTING METAL CLADDING. REPLACE WITH NEW METAL CLADDING AND
ATTACHMENTS AS REQUIRED AND SHALL BE IN WATERTIGHT CONDITION, (INSTALL
PER MFR'S. RECOMMENDATION) PAINT PER SCHEDULE, TYPICAL TO ALL. SEE
EXTERIOR ELEVATIONS
PROVIDE STEEL STIFFENER PLATE AND METAL FURRRING STUDS AT THE EDGE OF
ENTIRE HEIGHT OF THE EXISTING DECORATIVE CMU WALL THAT WAS CUT BACK
AND PREPARE WALL TO ACCEPT NEW SMOOTH PLASTER FINISH, PAINT TO MATCH
ADJACENT SURFACE
21' - 3"
F24
F29
26'-6"
F01
26'-10"
7
6
.
5
± 16' - 7"
4
Lic. 01201641
T +1 213 534 3213
[email protected]
DN
3
FAYE C. MONTGOMERY
Lic. 01173419
T +1 310 363 4952
[email protected]
5' - 4"
2
KELLY DENT
Lic. 01044064
T +1REFERENCE
310 363 4777
NOTES
[email protected]
︳
1
RICHARD RIZIKA
Lic. 0187559
T +1 310 363 4875
[email protected]
8
9
(65,500 CPD)
OFFICE BUILDING FLOOR PLAN
MITCHELL HERNANDEZ
KEY PLAN
FLOOR PLAN LEGEND
56' - 3"
34' - 9"
5' - 11 1/2"
26' - 3"
4' - 10"
30' - 0"
EXIT
6'-7"
(E) OFFICE
(N.I.C.)
6'-1"
CLR.
(E) ATM
(N.I.C.)
ELEC. / TEL.
ROOM
± 16' - 7"
3 STOREFRONT OPENINGS TO BE CENTERED
EXIT
TO EXTERIOR POP OUT CANOPY ABOVE
1' - 8"
12' - 0"
1' - 8"
12' - 0"
(E) BANK VAULT
(N.I.C.)
(E) OFFICE
(N.I.C.)
18' - 0"
5' - 4"
DN
12' - 0"
2 HR. VENT
SHAFT TO
ROOF
︳
9' - 0"
PLANTER
12' - 0"
12' - 0"
(E) PLANTER
12' - 0"
(E) OFFICE
(N.I.C.)
DN
1.4
13' - 9"
3
13' - 4"
3.5
2' - 0"
9' - 0"
4 4.2 4.3
12' - 0"
4.6
12' - 0"
4.8
5
12' - 0"
5.3
11' - 4"
5.8
6
8"
12' - 0"
6.3 6.5
12' - 0"
6.8
7
B
WALL TYPE 'B' - (1-HOUR RATED) -UL DESIGN U-465
INTERIOR DEMISING WALL: 6" METAL STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA ABOVE 24'-0")
AT 16" O.C. TO UNDERSIDE OF STRUCTURE. W/ R-13 SOUND INSULATION AND ONE LAYER 5/8"
TYPE 'X' GYP. BD. TO UNDERSIDE OF STRUCTURE ON BOTH SIDES. TAPED AND SANDED
READY FOR TENANT FINISH. REFER TO 1 / A502
B1
WALL TYPE 'B1' - (1-HOUR RATED) - UL DESIGN U-465
INTERIOR WALL: 6" MTL. STUD WALL 20 GA. TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C..
WITH R-13 SOUND INSULATION AND ONE LAYER OF TYPE X 5/8" GYP. BD. TO UNDERSIDE OF
STRUCTURE ON TENANT SIDE, TAPED AND SANDED READY FOR TENANT FINISH AND ONE
LAYER OF TYPE X 5/8" GYPSUM BOARD TO UNDERSIDE OF STRUCTURE ON CORRIDOR SIDE
NOTE: AT TENANT "B" DEMISING WALL, TENANT TO INSTALL INSULATION AND DRYWALL
C
WALL TYPE 'C' - 2 HOUR SHAFT WALL - UL DESIGN U-415
SHAFT WALL: 6" USG STEEL C-H STUD x 20GA.
TO 24'-0" A.F.F. (16 GA. ABOVE 24'-0") AT 16" O.C.. WITH SHEETROCK BRAND GYPSUM
PANEL AND 1" SHEETROCK BRAND GYPSUM LINER PANELTO UNDERSIDE OF STRUCTURE.
TAPED AND SANDED ON TENANT SIDE READY FOR TENANT FINISH
D
WALL TYPE 'D' - EXISTING
EXTERIOR WALL: GRANITE WALL TO REMAIN. REPLACE DAMAGED PORTION TO
MATCH EXISTING WHERE DEMOLITION OCCURS. POWER WASH CLEAN
FLOOR PLAN GENERAL NOTES
11' - 3"
7.4
CITY OF INGLEWOOD
FD. L & T
M
g
7.8
8
g
S
S
S
9
PROVIDE NEW 8" CONCRETE
PLANTER WALL, PAINT
1.
INTERIOR WALLS SHALL BE TAPED, SANDED AND READY FOR FINISH.
2.
WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN
CBC TABLE 803.9
3.
TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE
FINISH FLOOR OR GROUND SURFACE, MEASURED ABOVE THE BASELINE OF THE LOWEST
BRAILLE CELLS AND 60 INCHES (154 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND
SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.
CBC 11B-703.4.1.
(E) DATUM: 84.50' = 0.0' (E) LEVEL 1
4.
KEY MAP
DENOTES REFERENCE KEYNOTE NUMBER
J
SIDEWALK
14' - 3"
FD. L & T
RC E 6 78 3
FACE OF SHEATHING
ALL DIMEMSIONS TO FACE OF SHEATHING U.N.O.
WALL TYPE 'A1' (EXISTING)
EXTERIOR WALLS: (REFER TO STRUCTURAL DRAWINGS) PAINTED EXTERIOR CEMENT
PLASTER FINISH. SEE PAINT COLOR SCHEDULE
H
12' - 8"
H
1
EXIT DOOR SYMBOL
NOTE: AT TENANT "B" INTERIOR CORRIDOR WALLS, TENANT TO INSTALL INSULATION AND
DRYWALL
27' - 7"
SF-3
PLANTER
26'-6"
(E) OFFICE
BREAKROOM
(N.I.C.)
12' - 0"
± 2,133 S.F.
F.F.E. = 84.50'
IN LEASES
6' - 3"
t
v
r
.
A
Z
A
L
P
t
L
v
r
A
.
I
o
i
R
b
E
u
r
P
r
M
I
A
W
Z
A
L
H
P
S
N
L
A
E
I
R
R
C
E
P
A
M
I
F
8
W
2
A
1
H
5
S
1
\
N
t
i
v
E
e
R
R
C
\
s
'
A
D
M
C
F
\
A
8
2
M
1
F
5
8
1
2
\
N
1
5
O
1
\
M
S
A
T
R
EXIT
A1
F
9' - 11"
TENANT D
26'-10"
21' - 3"
9'-10"
± 264 S.F.
1' - 8"
DOOR SYMBOL (SEE SHEETS A601 AND A602)
WALL TYPE 'A'
EXTERIOR WALLS: (REFER TO STRUCTURAL DWGS FOR FRAMING) WITH R-19 WALL
INSULATION AND 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 3.4# EXPANDED
DIAMOND METAL MESH LATH AND 15# FELT (OR GRADE D BLDG. PAPER OR 'TYVEC'
COMMERCIAL WRAP) AND PAINTED 7/8' EXTERIOR CEMENT PLASTER.
REFER TO 1 / A501
9'-8"
5'-0" CLR.
.
2% MAX.
SLOPE
101
WALL TYPES LEGEND
A
1' - 0"
± 1,398 S.F.
16'-3"
TENANT C
EXIT
5'-2"
20'-0"
19'-3"
19'-2"
17' - 0"
AVAILABLE
1,398 SF
53'-2"
T
S
± 90' - 0"
30' - 0"
E
2% MAX.
SLOPE
EXIT
3'-0"
OPEN
OUTDOOR
PATIO
SF-4
F
EXIT
STOREFRONT SYMBOL (SEE SHEETS A601 AND A602)
F01
.
1' - 6" MIN.
± 2' - 0"
DN
S-1
SMH
5' - 3"
.
1' - 6" MIN.
OH POW ER
LI NES
4
CITY OF INGLEWOOD
.
1- HR EXIT CORRIDOR
EXIT
3
CITY OF HAWTHORNE
3' - 5"
± 6' - 3"
3' - 5"
V.I.F.
3' - 2"
EXIT
2' - 0"
MIN.
EXIT
GATE
BOX
5
2
M
2% MAX.
SLOPE
5' - 7 1/2" 2' - 8"
2' - 1"
V.I.F.
V.I.F.
2% MAX.
SLOPE
8' - 3"
12' - 1"
CHASE
7
6
E
T
39' - 3"
18' - 0"
8' - 8"
5' - 1"
(E) 1ST FLOOR
ELEVATOR
LOBBY
± 6,590 S.F.
T E
8
WALL TYPE DESIGNATION. SEE WALL TYPE LEGEND
KEY FOB
READER
(E) CITIBANK
(N.I.C.)
.
± 2,439 S.F.
F.F.E. = 84.50'
26' - 4"
E
9
LOADING
DOCK
117' - 7"
9' - 7" V.I.F.
10
F.O.S.
V.I.F.
10"
STAIR 3
D
11
S
1
TENANT B
± 2,451 S.F.
F.F.E. = 84.50'
A
(E) ELEVATOR
SHAFT
1- HR EXIT CORRIDOR
TENANT A
UP
12
13
SF -5
.
2% MAX.
SLOPE
5' - 3"
D
=
R=
L=
D
DN
T
D
D
T.P .O. B.
PA R C E L 1
STAIR 2
CITY OF HAWTHORNE
CL
TYP.
CRENSHAW IMPERIAL
PLAZA
OFFICE BUILDING
REPOSITIONING
2930 W IMPERIAL HWY.
INGLEWOOD, CA 90303
ISSUES / REVISIONS
No.
B
A
DATE
DESCRIPTION
12-17-15
03-21-16
03-21-16
04-14-16
04-05-16
1st PLAN CHECK SUBMITTAL
2nd PLAN CHECK SUBMITTAL
ISSUED FOR BID
ADDENDUM "B"
ADDENDUM "A"
BASEMENT PARKING PLAN
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN ON
THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY MALAK
ARCHITECTS, INC.. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC
PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE
WRITTEN CONSENT OF McKENTLY MALAK ARCHITECTS, INC. VISUAL CONTACT WITH
THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF
THESE RESTRICTIONS.
JOB NUMBER: 15128FMA
DRAWN BY: Author
CHECKED BY:
DATE: 08-18-15
Checker
SHEET DESCRIPTION:
DOOR GENERAL NOTES:
A.
THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR.
THE FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH
SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR
LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 2%.
B.
THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED
THRESHOLDS AND DOOR FLOOE LEVEL CHANGES GREATER THEN 1/4" AT
DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 50%.
LEVEL 1 FLOOR PLAN
© 2016 CBRE, Inc. This information has been obtained from sources believed reliable. We have not verified it and make no guarantee, warranty or representation about it. Any projections, opinions, assumptions or estimates used are for example only and do not represent the current or future performance of the property. You and your
advisors
should
conduct
a careful,
independent
investigation of the property to determine to your satisfaction the suitability of the property for your needs.
C.
WHEN A DOOR
OPENS
OVER A LANDING,
THE LANDING
SHALL HAVE
A LENGTH OF NOT LESS THAN 60".
CBRE and the CBRE logo are service marks of CBRE, Inc. and/or its affiliated or related companies in the United States and other countries. All other marks displayed on this document are the property of their respective owners. Newport Beach / Crenshaw Blvd and Imperial Hwy_Brochure_v13JL
5. ALL FUTURE TENANTS ARE REQUIRED TO HAVE PLANS SUBMITTED FOR REVIEW AND APPROVAL
M
A
P
6
2
3
5
:
5
3
5
1
:
AND BUILDING PERMITS.
NOTE: ALL NEW EXTERIOR STUDS SHALL BE 6" X 18 GA. AT 16" O.C.
NORTH
SHEET NUMBER:
RETAIL ANALYSIS MAP
LOS ANGELES STADIUM
MITCHELL HERNANDEZ
RICHARD RIZIKA
KELLY DENT
FAYE C. MONTGOMERY
Lic. 0187559
T +1 310 363 4875
[email protected]
Lic. 01044064
T +1 310 363 4777
[email protected]
Lic. 01173419
T +1 310 363 4952
[email protected]
Lic. 01201641
T +1 213 534 3213
[email protected]
CRENSHAW IMPERIAL PLAZA
Office
Retail
FOR MORE INFORMATION, CONTACT:
MITCHELL HERNANDEZ
Lic. 0187559
T +1 310 363 4875
[email protected]
RICHARD RIZIKA
Lic. 01044064
T +1 310 363 4777
[email protected]
KELLY DENT
Lic. 01173419
T +1 310 363 4952
[email protected]
FAYE C. MONTGOMERY
Lic. 01201641
T +1 213 534 3213
[email protected]
REDEVELOPMENT AND MANAGEMENT BY:
NewMark Merrill Companies
5850 Canoga Avenue, Suite 650, Woodland Hills, CA 91367
T + 1 818 710 6100