project redevelopment under construction · fully approved & fully entitled project remodel...

PROJECT REDEVELOPMENT UNDER CONSTRUCTIONSEC CRENSHAW BLVD & IMPERIAL HWY, INGLEWOOD, CA

FULLY APPROVED & FULLY ENTITLED PROJECT REMODEL UNDERWAY

HIGHLIGHTS

© 2017 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.

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.

• Less than 2 miles from the Los Angeles Stadium at Hollywood Park, the new home to the LA Rams and LA Chargers

JOIN THE FOLOWING RETAILERS:

PRIME CUSTOMER: THE COSMOPOLITAN

*23%; Urban; Upper Middle Class; Age 55+, Some CollegeThe 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 leisure-intensive lifestyles.

*23.5% based on a 1 mile radius of 8,915 households.

DEMOGRAPHICS:

1 MILE 2 MILES 3 MILES

POPULATION 30,141 163,020 361,418

AVG. HH INCOME $57,526 $52,170 $52,728

DAYTIME POPULATION 6,595 37,037 84,922

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*

MITCHELL HERNANDEZLic. 0187559T +1 310 363 [email protected]

RICHARD RIZIKALic. 01044064T +1 310 363 [email protected]

KEVIN PHELANLic. 02018848T +1 310 363 [email protected]


PROPOSED SITE PLAN

(53,200 CPD)

(65,

500

CP

D)

N.A.P.

1ST LEVEL

RETAIL

PIA

CC

I SU

IT O

UTL

ET

NORTH

F01 EXISTING DEMISING WALL, PATCH AND REPAIR DAMAGED PORTION OR REPLACEWITH NEW TO MATCH EXISTING WALL ASSEMBLY

F24 TELEPHONE BACKBOARD OR CABINET - SEE ELECTRICAL DRAWINGSF29 NEW ELECTRICAL SWITCHGEAR - SEE ELECTRICAL DRAWINGS, PROVIDE 4" HIGH

CONCRETE PADF30 LINE OF FLOOR, ABOVEF31 LINE OF SOFFIT, ABOVEF33 LINE OF TRELLIS, ABOVEF36 ROOF ACCESS LADDER - PROVIDE SAFETY CAGE FOR LADDERS OVER 18'-0", SEE

10/A701F38 NEW STRUCTURAL COLUMN - SEE STRUCTURAL DRAWINGSF39 LINE OF EXISTING METAL STAIRS TO REMAIN. PAINT TO MATCH METAL TRELLIS

PAINT.F43 G.C. TO LEVEL EXISTING FLOOR SLAB FREE OF ANYTHING LEFT OVER FROM

PREVIOUS TENANT THROUGHOUT THE PREMISES PREPARE AND READY TOACCEPT TENANT'S FLOOR FINISHES

F44 EXISTING STOREFRONT AND DOOR TO REMAIN. PAINT (E) MULLION TO MATCHNEW STOREFRONT COLOR

F45 TACTILE EXIT SIGN TO READ "EXIT ROUTE" TO BE PROVIDED AT TENANTIMPROVEMENT PHASE. REFER TO 23/T02

F45A TACTILE EXIT SIGN TO READ "EXIT" TO BE PROVIDED AT TENANT IMPROVEMENTPHASE. REFER TO 23/T02

F90 NEW RAISED UP MAN HOLE AND FLOOR ACCESS PANELS FOR UNDERGROUNDTRANSFORMER BELOW. TOP LEVEL SHALL ALIGN WITH THE OPEN PATIO FINISHLEVEL. G.C. TO PROVIDE ACCESS PANELS AND COORDINATE SIZE OF THE PANELSWITH SCE STANDARDS AND SUBMIT SHOP DRAWINGS FOR APPROVAL

F100 PROVIDE 2 HR SPRAY APPLIED MONOKOTE® MK-10 HB SINGLE COMPONENTFIREPROOFING PLASTER (ESR-1186) OR APPROVED EQUAL AT ALL (E) STEELCOLUMNS THAT REQUIRE RE-APPLICATION.(G.C. TO INSPECT AND VERIFY IN FIELD)

F101 EXISTING METAL CLADDING. REPLACE WITH NEW METAL CLADDING ANDATTACHMENTS AS REQUIRED AND SHALL BE IN WATERTIGHT CONDITION, (INSTALLPER MFR'S. RECOMMENDATION) PAINT PER SCHEDULE, TYPICAL TO ALL. SEEEXTERIOR ELEVATIONS

F115 PROVIDE STEEL STIFFENER PLATE AND METAL FURRRING STUDS AT THE EDGE OFENTIRE HEIGHT OF THE EXISTING DECORATIVE CMU WALL THAT WAS CUT BACKAND PREPARE WALL TO ACCEPT NEW SMOOTH PLASTER FINISH, PAINT TO MATCHADJACENT SURFACE

B 04-14-16 ADDENDUM "B"A 04-05-16 ADDENDUM "A"

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FLOOR PLAN LEGEND

FLOOR PLAN GENERAL NOTES

WALL TYPES LEGEND

SCALE: 1/8" = 1'-0" 5LEVEL 1 FLOOR PLAN

EXIT

EXIT

EXIT

EXITEXIT

EXIT EXIT

EXIT

EXIT

EXIT

EXIT

(E) BANK VAULT(N.I.C.) (E) OFFICE

(N.I.C.)

(E) OFFICEBREAKROOM

(N.I.C.)

(E) OFFICE(N.I.C.)

TENANT D

TENANT B

(E) CITIBANK(N.I.C.) (E) 1ST FLOOR

ELEVATORLOBBY

STAIR 2

TENANT A

(E) ATM(N.I.C.)

(E) OFFICE(N.I.C.)

(E) ELEVATORSHAFT

ELEC. / TEL.ROOM

STAIR 3

TENANT C

1

1

7

7

CC

EE

2

DD

8

8

FF

HH

3

3

4

4

5

5

6

6

BB

9

9

A

1.4 3.5 4.2 4.3

J

4.6 4.8 5.3 6.3 6.5 6.8 7.4 7.85.8

1- HR EXIT CORRIDOR

1- H

R E

XIT

CO

RR

IDO

R

± 2,451 S.F. ± 2,439 S.F.

± 6,590 S.F.

± 2,133 S.F.

OPENOUTDOOR

PATIO

OPENOUTDOOR

PATIOOPEN

OUTDOORPATIO

NEW PLANTER NEW PLANTER NEW PLANTER

(E) PLANTER

SIDEWALK

PLAN

TER

PLANTER

(E) PLANTER

RAM

P U

P

2 HR. VENTSHAFT TOROOF

± 264 S.F.

.

2% M

AX.

SLO

PE

.

2% M

AX.

SLO

PE

.2% MAX.SLOPE

.2% MAX.SLOPE

.2% MAX.SLOPE

.2% MAX.SLOPE

.2% MAX.SLOPE

.

2% M

AX.

SLO

PE

.

2% M

AX.

SLO

PE

F.F.E. = 84.50'

F.F.E. = 84.50' F.F.E. = 84.50'

(E) DATUM: 84.50' = 0.0' (E) LEVEL 1

TYP.

KEY FOBREADER

PROVIDE NEW 8" CONCRETEPLANTER WALL, PAINT

± 1,398 S.F.

1' -

0"±

90' -

0"

1' -

0"

± 160' - 0"

5' -

3"±

6' -

3"56

' - 3

"

18' - 0" 8' - 3" 26' - 3" 4' - 10" 5' - 3"

3' -

5"

3' -

5"

12' - 1" 5' - 11 1/2" 5' - 7 1/2" 2' - 8"

5' - 1"

1' - 6" MIN.1' - 6" MIN.

117'

- 7"

27' -

7"

30' -

0"

30' -

0"

26' -

3"

3' -

9"

4' - 10" 22' - 7" 26' - 3" 26' - 3" 52' - 6" 17' - 4" 10' - 3"

± 16

' - 7

"

V.I.F.

8' - 8"

V.I.F

.

3' -

2"V.

I.F.

2' -

1"

V.I.F

.

10"

1' - 8" 12' - 0" 1' - 8" 12' - 0" 1' - 8" 12' - 0" 18' - 0"TO EXTERIOR POP OUT CANOPY ABOVE

3 STOREFRONT OPENINGS TO BE CENTERED

5' -

4"21

' - 3

"±

2' -

0"17

' - 0

"SF

-1

26' - 4"

9' - 7" V.I.F. 34' - 9" 39' - 3"

.

.

.

SF-2

SF-3

SF-4

6' - 3"

MIN

.2'

- 0"

2'-0" MIN

SF -5

12' - 0" 12' - 0" 11' - 3"11' - 4" 8"

9' - 0" 12' - 0" 12' - 0" 12' - 0"

14' - 3" 13' - 9" 13' - 4" 2' - 0" 9' - 0" 12' - 0" 12' - 0" 12' - 0"

9' -

11"

12' -

0"

12' -

8"

12' - 5"

26'-6

"19

'-3"

53'-2" 20'-0" 6'-7" 9'-8"

3'-0

"9'

-10"

16'-3

"

26'-1

0"19

'-2"

5'-0" CLR.

5'-2"

6'-1"CLR.

DN

DN

DN

UP

DN

S-1

WALL TYPE DESIGNATION. SEE WALL TYPE LEGEND

STOREFRONT SYMBOL (SEE SHEETS A601 AND A602)

DOOR SYMBOL (SEE SHEETS A601 AND A602)

EXIT DOOR SYMBOL

FACE OF SHEATHINGALL DIMEMSIONS TO FACE OF SHEATHING U.N.O.

DENOTES REFERENCE KEYNOTE NUMBER

F.O.S.

EXIT

101

A

F01

AWALL TYPE 'A'EXTERIOR WALLS: (REFER TO STRUCTURAL DWGS FOR FRAMING) WITH R-19 WALLINSULATION AND 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 3.4# EXPANDEDDIAMOND METAL MESH LATH AND 15# FELT (OR GRADE D BLDG. PAPER OR 'TYVEC'COMMERCIAL WRAP) AND PAINTED 7/8' EXTERIOR CEMENT PLASTER.

WALL TYPE 'A1' (EXISTING)EXTERIOR WALLS: (REFER TO STRUCTURAL DRAWINGS) PAINTED EXTERIOR CEMENTPLASTER FINISH. SEE PAINT COLOR SCHEDULE

WALL TYPE 'B' - (1-HOUR RATED) -UL DESIGN U-465INTERIOR 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 SANDEDREADY FOR TENANT FINISH.

A1

B

B1

/REFER TO 1 A501

/REFER TO 1 A502

WALL TYPE 'B1' - (1-HOUR RATED) - UL DESIGN U-465INTERIOR 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 OFSTRUCTURE ON TENANT SIDE, TAPED AND SANDED READY FOR TENANT FINISH AND ONELAYER 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-415SHAFT 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 GYPSUMPANEL AND 1" SHEETROCK BRAND GYPSUM LINER PANELTO UNDERSIDE OF STRUCTURE.TAPED AND SANDED ON TENANT SIDE READY FOR TENANT FINISH

D WALL TYPE 'D' - EXISTINGEXTERIOR WALL: GRANITE WALL TO REMAIN. REPLACE DAMAGED PORTION TOMATCH EXISTING WHERE DEMOLITION OCCURS. POWER WASH CLEAN

NOTE: AT TENANT "B" DEMISING WALL, TENANT TO INSTALL INSULATION AND DRYWALL

NOTE: AT TENANT "B" INTERIOR CORRIDOR WALLS, TENANT TO INSTALL INSULATION ANDDRYWALL

INTERIOR WALLS SHALL BE TAPED, SANDED AND READY FOR FINISH.

WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION INCBC TABLE 803.9

TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVEFINISH FLOOR OR GROUND SURFACE, MEASURED ABOVE THE BASELINE OF THE LOWESTBRAILLE CELLS AND 60 INCHES (154 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUNDSURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.CBC 11B-703.4.1.

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 EACHSIDE 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. RAISEDTHRESHOLDS AND DOOR FLOOE LEVEL CHANGES GREATER THEN 1/4" ATDOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 50%.

C. WHEN A DOOR OPENS OVER A LANDING, THE LANDING SHALL HAVEA LENGTH OF NOT LESS THAN 60".

ALL FUTURE TENANTS ARE REQUIRED TO HAVE PLANS SUBMITTED FOR REVIEW AND APPROVALAND BUILDING PERMITS.

NOTE: ALL NEW EXTERIOR STUDS SHALL BE 6" X 18 GA. AT 16" O.C.

1.

2.

3.

4.

5.

FD. L & TRC E 6 78 3

FD. L & T

SMH

ET

T E

C L

CITY O

F ING

LEWOO

D

CITY OF INGLEWOOD

CITY OF HAWTHORNE

CITY

OF HA

WTHO

RNE

12

10

7

13

3

9

4

6

21

11

8

5

LOADINGDOCK

T.P .O. B.PA RCE L 1

=R =L = T

OH POWERLINES

D

TD

GATEBOX

D

S

M

S

gg

M

S

S

S

SHEET DESCRIPTION:

SHEET NUMBER:

AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN ONTHESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY MALAKARCHITECTS, INC.. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THEWRITTEN CONSENT OF McKENTLY MALAK ARCHITECTS, INC. VISUAL CONTACT WITHTHESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS.

DATE:

JOB NUMBER:DRAWN BY:

ISSUES / REVISIONS

No. DATE

CHECKED BY:

DESCRIPTION

A PROJECT FOR:

CRENSHAW IMPERIALPLAZA

OFFICE BUILDINGREPOSITIONING

2930 W IMPERIAL HWY.INGLEWOOD, CA 90303

5850 CANOGA AVENUE, SUITE 650WOODLAND HILLS, CA 91367

Tel. 818.710.6100 Fax 818.710.6116ww.newmarkmerrill.com

NEWMARK MERRILL COMPANIES

KEY MAP

12-17-15 1st PLAN CHECK SUBMITTAL2nd PLAN CHECK SUBMITTAL03-21-16ISSUED FOR BID03-21-16

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A101.

LEVEL 1 FLOOR PLAN

15128FMA

08-18-15Author Checker

REFERENCE NOTES

CHASE

NA

IL SA

LON

IN LEASES

ON

E ST

AR

BEA

UTY

SU

PPLY

PJ’S

FA

SHIO

N

BOOST MOBILE




AVAILABLE 2,347 SF(ADDITIONAL 787 SF OF OUTDOOR PATIO)


OFFICE BUILDING FLOOR PLAN

KEY PLAN




(53,200 CPD)

(65,

500

CP

D)

N.A.P.

1ST LEVEL

RETAIL

PIA

CC

I SU

IT O

UTL

ET

NORTH

F01 EXISTING DEMISING WALL, PATCH AND REPAIR DAMAGED PORTION OR REPLACEWITH NEW TO MATCH EXISTING WALL ASSEMBLY

F24 TELEPHONE BACKBOARD OR CABINET - SEE ELECTRICAL DRAWINGSF29 NEW ELECTRICAL SWITCHGEAR - SEE ELECTRICAL DRAWINGS, PROVIDE 4" HIGH

CONCRETE PADF30 LINE OF FLOOR, ABOVEF31 LINE OF SOFFIT, ABOVEF33 LINE OF TRELLIS, ABOVEF36 ROOF ACCESS LADDER - PROVIDE SAFETY CAGE FOR LADDERS OVER 18'-0", SEE

10/A701F38 NEW STRUCTURAL COLUMN - SEE STRUCTURAL DRAWINGSF39 LINE OF EXISTING METAL STAIRS TO REMAIN. PAINT TO MATCH METAL TRELLIS

PAINT.F43 G.C. TO LEVEL EXISTING FLOOR SLAB FREE OF ANYTHING LEFT OVER FROM

PREVIOUS TENANT THROUGHOUT THE PREMISES PREPARE AND READY TOACCEPT TENANT'S FLOOR FINISHES

F44 EXISTING STOREFRONT AND DOOR TO REMAIN. PAINT (E) MULLION TO MATCHNEW STOREFRONT COLOR

F45 TACTILE EXIT SIGN TO READ "EXIT ROUTE" TO BE PROVIDED AT TENANTIMPROVEMENT PHASE. REFER TO 23/T02

F45A TACTILE EXIT SIGN TO READ "EXIT" TO BE PROVIDED AT TENANT IMPROVEMENTPHASE. REFER TO 23/T02

F90 NEW RAISED UP MAN HOLE AND FLOOR ACCESS PANELS FOR UNDERGROUNDTRANSFORMER BELOW. TOP LEVEL SHALL ALIGN WITH THE OPEN PATIO FINISHLEVEL. G.C. TO PROVIDE ACCESS PANELS AND COORDINATE SIZE OF THE PANELSWITH SCE STANDARDS AND SUBMIT SHOP DRAWINGS FOR APPROVAL

F100 PROVIDE 2 HR SPRAY APPLIED MONOKOTE® MK-10 HB SINGLE COMPONENTFIREPROOFING PLASTER (ESR-1186) OR APPROVED EQUAL AT ALL (E) STEELCOLUMNS THAT REQUIRE RE-APPLICATION.(G.C. TO INSPECT AND VERIFY IN FIELD)

F101 EXISTING METAL CLADDING. REPLACE WITH NEW METAL CLADDING ANDATTACHMENTS AS REQUIRED AND SHALL BE IN WATERTIGHT CONDITION, (INSTALLPER MFR'S. RECOMMENDATION) PAINT PER SCHEDULE, TYPICAL TO ALL. SEEEXTERIOR ELEVATIONS

F115 PROVIDE STEEL STIFFENER PLATE AND METAL FURRRING STUDS AT THE EDGE OFENTIRE HEIGHT OF THE EXISTING DECORATIVE CMU WALL THAT WAS CUT BACKAND PREPARE WALL TO ACCEPT NEW SMOOTH PLASTER FINISH, PAINT TO MATCHADJACENT SURFACE

B 04-14-16 ADDENDUM "B"A 04-05-16 ADDENDUM "A"

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FLOOR PLAN LEGEND

FLOOR PLAN GENERAL NOTES

WALL TYPES LEGEND

SCALE: 1/8" = 1'-0" 5LEVEL 1 FLOOR PLAN

EXIT

EXIT

EXIT

EXITEXIT

EXIT EXIT

EXIT

EXIT

EXIT

EXIT

(E) BANK VAULT(N.I.C.) (E) OFFICE

(N.I.C.)

(E) OFFICEBREAKROOM

(N.I.C.)

(E) OFFICE(N.I.C.)

TENANT D

TENANT B

(E) CITIBANK(N.I.C.) (E) 1ST FLOOR

ELEVATORLOBBY

STAIR 2

TENANT A

(E) ATM(N.I.C.)

(E) OFFICE(N.I.C.)

(E) ELEVATORSHAFT

ELEC. / TEL.ROOM

STAIR 3

TENANT C

1

1

7

7

CC

EE

2

DD

8

8

FF

HH

3

3

4

4

5

5

6

6

BB

9

9

A

1.4 3.5 4.2 4.3

J

4.6 4.8 5.3 6.3 6.5 6.8 7.4 7.85.8

1- HR EXIT CORRIDOR

1- H

R E

XIT

CO

RR

IDO

R

± 2,451 S.F. ± 2,439 S.F.

± 6,590 S.F.

± 2,133 S.F.

OPENOUTDOOR

PATIO

OPENOUTDOOR

PATIOOPEN

OUTDOORPATIO

NEW PLANTER NEW PLANTER NEW PLANTER

(E) PLANTER

SIDEWALK

PLAN

TER

PLANTER

(E) PLANTER

RAM

P U

P

2 HR. VENTSHAFT TOROOF

± 264 S.F.

.

2% M

AX.

SLO

PE

.

2% M

AX.

SLO

PE

.2% MAX.SLOPE

.2% MAX.SLOPE

.2% MAX.SLOPE

.2% MAX.SLOPE

.2% MAX.SLOPE

.

2% M

AX.

SLO

PE

.

2% M

AX.

SLO

PE

F.F.E. = 84.50'

F.F.E. = 84.50' F.F.E. = 84.50'

(E) DATUM: 84.50' = 0.0' (E) LEVEL 1

TYP.

KEY FOBREADER

PROVIDE NEW 8" CONCRETEPLANTER WALL, PAINT

± 1,398 S.F.

1' -

0"±

90' -

0"

1' -

0"

± 160' - 0"

5' -

3"±

6' -

3"56

' - 3

"

18' - 0" 8' - 3" 26' - 3" 4' - 10" 5' - 3"

3' -

5"

3' -

5"

12' - 1" 5' - 11 1/2" 5' - 7 1/2" 2' - 8"

5' - 1"

1' - 6" MIN.1' - 6" MIN.

117'

- 7"

27' -

7"

30' -

0"

30' -

0"

26' -

3"

3' -

9"

4' - 10" 22' - 7" 26' - 3" 26' - 3" 52' - 6" 17' - 4" 10' - 3"

± 16

' - 7

"

V.I.F.

8' - 8"

V.I.F

.

3' -

2"V.

I.F.

2' -

1"

V.I.F

.

10"

1' - 8" 12' - 0" 1' - 8" 12' - 0" 1' - 8" 12' - 0" 18' - 0"TO EXTERIOR POP OUT CANOPY ABOVE

3 STOREFRONT OPENINGS TO BE CENTERED

5' -

4"21

' - 3

"±

2' -

0"17

' - 0

"SF

-1

26' - 4"

9' - 7" V.I.F. 34' - 9" 39' - 3"

.

.

.

SF-2

SF-3

SF-4

6' - 3"

MIN

.2'

- 0"

2'-0" MIN

SF -5

12' - 0" 12' - 0" 11' - 3"11' - 4" 8"

9' - 0" 12' - 0" 12' - 0" 12' - 0"

14' - 3" 13' - 9" 13' - 4" 2' - 0" 9' - 0" 12' - 0" 12' - 0" 12' - 0"

9' -

11"

12' -

0"

12' -

8"

12' - 5"

26'-6

"19

'-3"

53'-2" 20'-0" 6'-7" 9'-8"

3'-0

"9'

-10"

16'-3

"

26'-1

0"19

'-2"

5'-0" CLR.

5'-2"

6'-1"CLR.

DN

DN

DN

UP

DN

S-1

WALL TYPE DESIGNATION. SEE WALL TYPE LEGEND

STOREFRONT SYMBOL (SEE SHEETS A601 AND A602)

DOOR SYMBOL (SEE SHEETS A601 AND A602)

EXIT DOOR SYMBOL

FACE OF SHEATHINGALL DIMEMSIONS TO FACE OF SHEATHING U.N.O.

DENOTES REFERENCE KEYNOTE NUMBER

F.O.S.

EXIT

101

A

F01

AWALL TYPE 'A'EXTERIOR WALLS: (REFER TO STRUCTURAL DWGS FOR FRAMING) WITH R-19 WALLINSULATION AND 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, 3.4# EXPANDEDDIAMOND METAL MESH LATH AND 15# FELT (OR GRADE D BLDG. PAPER OR 'TYVEC'COMMERCIAL WRAP) AND PAINTED 7/8' EXTERIOR CEMENT PLASTER.

WALL TYPE 'A1' (EXISTING)EXTERIOR WALLS: (REFER TO STRUCTURAL DRAWINGS) PAINTED EXTERIOR CEMENTPLASTER FINISH. SEE PAINT COLOR SCHEDULE

WALL TYPE 'B' - (1-HOUR RATED) -UL DESIGN U-465INTERIOR 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 SANDEDREADY FOR TENANT FINISH.

A1

B

B1

/REFER TO 1 A501

/REFER TO 1 A502

WALL TYPE 'B1' - (1-HOUR RATED) - UL DESIGN U-465INTERIOR 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 OFSTRUCTURE ON TENANT SIDE, TAPED AND SANDED READY FOR TENANT FINISH AND ONELAYER 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-415SHAFT 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 GYPSUMPANEL AND 1" SHEETROCK BRAND GYPSUM LINER PANELTO UNDERSIDE OF STRUCTURE.TAPED AND SANDED ON TENANT SIDE READY FOR TENANT FINISH

D WALL TYPE 'D' - EXISTINGEXTERIOR WALL: GRANITE WALL TO REMAIN. REPLACE DAMAGED PORTION TOMATCH EXISTING WHERE DEMOLITION OCCURS. POWER WASH CLEAN

NOTE: AT TENANT "B" DEMISING WALL, TENANT TO INSTALL INSULATION AND DRYWALL

NOTE: AT TENANT "B" INTERIOR CORRIDOR WALLS, TENANT TO INSTALL INSULATION ANDDRYWALL

INTERIOR WALLS SHALL BE TAPED, SANDED AND READY FOR FINISH.

WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION INCBC TABLE 803.9

TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVEFINISH FLOOR OR GROUND SURFACE, MEASURED ABOVE THE BASELINE OF THE LOWESTBRAILLE CELLS AND 60 INCHES (154 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUNDSURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS.CBC 11B-703.4.1.

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 EACHSIDE 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. RAISEDTHRESHOLDS AND DOOR FLOOE LEVEL CHANGES GREATER THEN 1/4" ATDOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 50%.

C. WHEN A DOOR OPENS OVER A LANDING, THE LANDING SHALL HAVEA LENGTH OF NOT LESS THAN 60".

ALL FUTURE TENANTS ARE REQUIRED TO HAVE PLANS SUBMITTED FOR REVIEW AND APPROVALAND BUILDING PERMITS.

NOTE: ALL NEW EXTERIOR STUDS SHALL BE 6" X 18 GA. AT 16" O.C.

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AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN ONTHESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF McKENTLY MALAKARCHITECTS, INC.. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFICPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THEWRITTEN CONSENT OF McKENTLY MALAK ARCHITECTS, INC. VISUAL CONTACT WITHTHESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS.

DATE:

JOB NUMBER:DRAWN BY:

ISSUES / REVISIONS

No. DATE

CHECKED BY:

DESCRIPTION

A PROJECT FOR:

CRENSHAW IMPERIALPLAZA

OFFICE BUILDINGREPOSITIONING

2930 W IMPERIAL HWY.INGLEWOOD, CA 90303

5850 CANOGA AVENUE, SUITE 650WOODLAND HILLS, CA 91367

Tel. 818.710.6100 Fax 818.710.6116ww.newmarkmerrill.com

NEWMARK MERRILL COMPANIES

KEY MAP

12-17-15 1st PLAN CHECK SUBMITTAL2nd PLAN CHECK SUBMITTAL03-21-16ISSUED FOR BID03-21-16

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RETAIL ANALYSIS MAP

LOS ANGELES STADIUM AT HUNTINGTON PARK




CRENSHAW IMPERIAL PLAZAFOR MORE INFORMATION, CONTACT:

JENNIFER MEADELic. 01298843T +1 310 363 [email protected]


REDEVELOPMENT AND MANAGEMENT BY: NewMark Merrill Companies5850 Canoga Avenue, Suite 650, Woodland Hills, CA 91367T + 1 818 710 6100



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