2301 LATIGO AVE.OXNARD, CA

58,129 SFFOR SUBLEASE

2 2301 LAT IGO AVE. | OXNARD, CA

PROPERTY H IGHL IGHTS• 58,129 SF first class industrial facility

• Ideal warehouse / manufacturing facility

• 152,460 SF lot (3.54 acres)

• 4,890 SF functional office layout

• Skylights, abundance of natural light

• 26-foot clear height

• 3 ground level doors

• 4 dock high doors

• 400 Amps, 277/480 Volts (expandable to 3,000 Amps)

• Sprinklered (.45 / 3000)

• 132 parking spaces - 2.27 / 1,000 parking ratio

• Dual street access - provides excellent loading access

• Less than one mile from 101 Freeway

• Abundance of retail amenities within one mile

$28,483 NNN per month

$0.49 per square foot

Sublease through June 30, 2020

3 2301 LAT IGO AVE. | OXNARD, CA

SHEET:

SHEET TITLE

RGA, OFFICE OF ARCHITECTURAL DESIGN

COPYRIGHT

CHK'D BY:

DRAWN BY:

CAD FILE NAME:

OWNER PROJECT NO:

RGA PROJECT NO:

MARK DESCRIPTIONDATE

SD

DD

PC

BID

CD

CONSULTANT

PROFESSIONAL SEALS

RGAOffice of Architectural Design

15231 Alton Parkway, Suite 200 Irvine, CA 92618

T 949-341-0920

FX 949-341-0922

SUNBELT PROPERTIES 1801 SOLAR DRIVE, SUITE 250

OXNARD, CA 93030 805-604-0700

805-485-3899 FAX CONTACT: BONNIE MOONEY

FLOOR PLAN

DR

CF

00000.00

A2-1

TENANT IMPROVEMENTS FOR

KR TOOLS

04110.00.A2-1

04110.00

10/18/04 SCHEMATIC DESIGN

2301 LATIGO AVE. OXNARD, CA

11/04/04 PLAN CHECK

SCALE: 1/16" = 1'-0"

FLOOR PLAN 0' 5' 10' 20' 40'

198'

-0"

48'-0

"50

'-0"

50'-0

"50

'-0"

310'-0"

52'-0" 52'-0" 52'-0" 52'-0" 52'-0" 50'-0"

310'-0"

198'

-0"

50'-0

"50

'-0"

50'-0

"48

'-0"

50'-0"52'-0"52'-0"52'-0"52'-0"

A B C D E F G

A B C D E F G

1

2

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5

1

2

3

4

5

EXIT

EXIT

EXIT

EXIT EXIT

EXITEXIT

EXITEXIT

EXITEXIT

EXIT

EXIT

WAREHOUSE S-1 OCCUPANCY

OCCUPANCY LOAD = 107

52'-0"

SS

W

SSSS

SS

AA2-2

100

101ELEC

1

2

3

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9

10 11 12 13 14

15 16

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18

19202122

GENERAL NOTES

KEYNOTES 000

1. INTERIOR FIRE HOSE AND EXTINGUISHER LOCATIONS SHALL BE PER FIRE PROTECTION DRAWINGS AND AS APPROVED BY FIRE DEPARTMENT. 2. ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL, STRUCTURAL GRID LINE, OR CENTERLINE OF STUD/COLUMN U.N.O. 3. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR/CEILING AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN UBC SECTIONS 709 & 710. 4. ANY GLAZING WITHIN 24" OF A DOOR SWING SHALL BE TEMPERED. 5. PROVIDE FIRE/SMOKE DAMPERS FOR ALL DUCTS THAT PASS THROUGH A FIRE RATED WALL OR CORRIDOR. SEE MECHANICAL DRAWINGS. 6. REPAIR ALL FLOOR SLAB CUTS WITH NEW 4,000 PSI 6" THK. CONCRETE SLAB O/ 4" BASE TO MATCH EXISTING. REPAIR VAPOR BARRIER WHERE DAMAGED. PROTECT EXISTING SLAB REINFORCING BARS IN PLACE, OR REPLACE WITH MATCHING. ANY REMOVAL AND REPLACEMENT OF THE CONCRETE SLAB SHALL MEET THE REQUIREMENTS OF THE EXISTING SLAB. TRENCH BACKFILL SHALL BE COMPACTED TO 95% ASTM D-1 557 MAXIMUM DRY DENSITY. DOWEL THE NEW CONCRETE PATCH TO THE EXISTING SLAB WITH #4 STEEL BARS EXTENDING A MIN. OF 6" INTO SLAB AT 18" O.C. SECURE WITH EPOXY. USE 4000 P.S.I. (AT 28 DAYS) CONCRETE FOR THE POUR BACK. ANY TRENCH PATCHING IN THE WAREHOUSE AREA SHALL HAVE A 1/8 INCH RADIUS EDGE. PRIOR TO POURING CONCRETE, STONE THE EXISTING SAWCUT EDGE WITH AN ABRASIVE BRICK OR OTHER METHOD TO APPROXIMATE A 1/8 INCH RADIUS EDGE. 7. ALL EXITS SHALL BE LIGHTED WITH AT LEAST ONE FOOT CANDLE AT THE FLOOR PER CBC SECTION 1003.2.9.1. 8. PROVIDE TACTILE EXIT SIGNS AT EACH GRADE LEVEL EXTERIOR EXIT DOOR IDENTIFIED WITH THE WORD EXIT PER CBC 1003.2.8.2.

1. EXISTING 6" THK. 4000 PSI CONCRETE FLOOR SLAB. REPAIR VAPOR BARRIERS AT ALL LOCATIONS WHERE DAMAGED DURING INSTALLATION OF BELOW SLAB WORK. REPAIR ALL CUTS PER GENERAL NOTES BELOW. 2. EXISTING 3' X 7' HOLLOW METAL EXIT DOOR W/ CONCRETE LANDING AND UBC COMPLYING EXIT SIGNAGE. 3. EXISTING PRIMARY BUILDING ENTRANCE PER APPROVED BUILDING SHELL PERMIT DRAWINGS. 4. EXISTING ROOF LADDER PER APPROVED BUILDING SHELL PERMIT DRAWINGS. 5. EXISTING ELECTRICAL SWITCHGEAR, METER, ENCLOSURE AND VESTIBULE. 6. EXISTING CONCRETE TILT-UP EXTERIOR WALL SYSTEM. 7. EXISTING STOREFRONT GLAZING EXTERIOR WALL SYSTEM. 8. EXISTING DOCK LOADING DOOR. 9. EXISTING GRADE LEVEL DOOR. 10. EXISTING SANITARY SEWER BELOW FLOOR SLAB. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH. 11. EXISTING WATER LINE STUBBED TO BUILDING. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH. 12. EXISTING BUILDING ROOF COLUMN. 13. NEW INTERIOR OFFICE CONSTRUCTION. SEE ENLARGED PLANS.

1

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33

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13

OFFICE B OCCUPANCY

OCCUPANCY LOAD = 19

4 2301 LAT IGO AVE. | OXNARD, CA

SHEET:

SHEET TITLE

RGA, OFFICE OF ARCHITECTURAL DESIGN

COPYRIGHT

CHK'D BY:

DRAWN BY:

CAD FILE NAME:

OWNER PROJECT NO:

RGA PROJECT NO:

MARK DESCRIPTIONDATE

SD

DD

PC

BID

CD

CONSULTANT

PROFESSIONAL SEALS

RGAOffice of Architectural Design

15231 Alton Parkway, Suite 200 Irvine, CA 92618

T 949-341-0920

FX 949-341-0922

SUNBELT PROPERTIES 1801 SOLAR DRIVE, SUITE 250

OXNARD, CA 93030 805-604-0700

805-485-3899 FAX CONTACT: BONNIE MOONEY

FLOOR PLAN

DR

CF

00000.00

A2-2

TENANT IMPROVEMENTS FOR

KR TOOLS

04110.00.A2-2

04110.00

10/18/04 SCHEMATIC DESIGN

2301 LATIGO AVE. OXNARD, CA

11/04/04 PLAN CHECK

EXIT

EXIT

EXIT

EXIT

SCALE: 1/8" = 1'-0"

OFFICE PLAN

D E F G

4

5

EXIT

EXITEXIT

EXIT

SS

W

SS

18

19

20

21

A

48'-0

"

50'-0"52'-0"52'-0"

SCALE: 1/8" = 1'-0"

REFLECTED CEILING PLAN

D E F G

4

5

B

48'-0

"

50'-0"52'-0"52'-0"

CEILING LEGEND

SUSPENDED 2X4X 5/8" T - BAR CEILING SYSTEM - INSTALL PER MINIMUM 2001 CBC (2000 UBC) CHATER 25 STANDARDS. USE EXPOSED 15/16" GRID - WHITE CHICAGO METALIC# 1800 SNAP GRID SYSTEM OR EQUAL SEE DETAIL 18/AD-4. SEE FINISH SCHEDULE FOR TILE TYPE. 2' X 4' SUSPENDED LIGHT FIXTURE - PARABOLIC LENS 2' X 4' SUSPENDED LIGHT FIXTURE - PRISMATIC LENS EXHAUST FAN CAPABLE OF SUPPLYING A MINIMUM OF ONE COMPLETE AIR CHANGE EVERY 15 MIN. IN TOILET ROOMS. ILLUMINATING EXIT SIGN - PER KEYNOTES 1' X 4' FLOURESCENT STRIP LIGHT RECESSED CAN LIGHT

EXIT

NOTE: SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL NOTES AND FIXTURE LOCATIONS

GENERAL NOTES

KEYNOTES 000

1. INTERIOR FIRE HOSE AND EXTINGUISHER LOCATIONS SHALL BE PER FIRE PROTECTION DRAWINGS AND AS APPROVED BY FIRE DEPARTMENT. 2. ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL, STRUCTURAL GRID LINE, OR CENTERLINE OF STUD/COLUMN U.N.O. 3. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR/CEILING AND ROOF/CEILINGS SHALL BE PROTECTED AS REQUIRED IN UBC SECTIONS 709 & 710. 4. ANY GLAZING WITHIN 24" OF A DOOR SWING SHALL BE TEMPERED. 5. PROVIDE FIRE/SMOKE DAMPERS FOR ALL DUCTS THAT PASS THROUGH ANY FIRE RATED WALLS OR CORRIDORS. SEE MECHANICAL DRAWINGS AND FLOOR PLAN FOR LOCATIONS OF ANY FIRE RATED WALLS. 6. REPAIR ALL FLOOR SLAB CUTS WITH NEW 4,000 PSI 6" THK. CONCRETE SLAB O/ 4" ROCK BASE. REPAIR VAPOR BARRIER WHERE DAMAGED. PROTECT EXISTING SLAB REINFORCING BARS IN PLACE, OR REPLACE WITH MATCHING. ANY REMOVAL AND REPLACEMENT OF THE CONCRETE SLAB SHALL MEET THE REQUIREMENTS OF THE EXISTING SLAB. TRENCH BACKFILL SHALL BE COMPACTED TO 95% ASTM D-1 557 MAXIMUM DRY DENSITY. DOWEL THE NEW CONCRETE PATCH TO THE EXISTING SLAB WITH #4 STEEL BARS EXTENDING A MIN. OF 6" INTO SLAB AT 18" O.C. SECURE WITH EPOXY. USE 4000 P.S.I. (AT 28 DAYS) CONCRETE FOR THE POUR BACK. ANY TRENCH PATCHING IN THE WAREHOUSE AREA SHALL HAVE A 1/8 INCH RADIUS EDGE. PRIOR TO POURING CONCRETE, STONE THE EXISTING SAWCUT EDGE WITH AN ABRASIVE BRICK OR OTHER METHOD TO APPROXIMATE A 1/8 INCH RADIUS EDGE. 7. A SEPARATE SUBMITTAL AND BUILDING PERMIT FOR THE INSTALLATION / MODIFICATION OF AUTO FIRE SPRINKLERS SHALL BE OBTAINED. ( NOT A PART OF THIS PERMIT). 8. SEE STRUCTURAL DRAWINGS FOR NOTES AND DETAILS REGARDING SUSPENDING EQUIPMENT AND CEILINGS FROM EXISTING ROOF STRUCTURE. 9. SEE MECHANICAL DRAWINGS FOR FINAL LOCATIONS OF AIR REGISTERS. 10. SEE ELECTRICAL DRAWINGS FOR FINAL LOCATIONS OF LIGHT FIXTURES. 11. SEE SPRINKLER DRAWINGS FOR FINAL LOCATIONS OF SPRINKLER HEADS. 12. ALL RETURN AIR SHALL BE DUCTED. 13. ALL GYP. BD. CEILINGS & SOFFITS SHALL BE P-1 UNLESS NOTED OTHERWISE. 14. SEE SHEET A2-2 FOR WALL SHADING LEGEND.

1. EXISTING 3' X 7' HOLLOW METAL EXIT DOOR W/ CONCRETE LANDING AND UBC COMPLYING EXIT SIGNAGE. 2. EXISTING PRIMARY BUILDING ENTRANCE PER APPROVED BUILDING SHELL PERMIT DRAWINGS. 3. EXISTING CONCRETE TILT-UP EXTERIOR WALL SYSTEM. 4. EXISTING STOREFRONT GLAZING EXTERIOR WALL SYSTEM. 5. EXISTING CONCRETE FLOOR SLAB. AT ALL NEW SAWCUT LOCATIONS, REPAIR SLAB, VAPOR BARRIEIR. SEE GENERAL NOTES. 6. EXISTING BUILDING COLUMN. 7. EXISTING ROOF DRAINS & VENT PIPING. PROVIDE NEW GYP. BD. FURRING O/ STEEL FURRING CHANNELS AT NEW WALL CONSTRUCTION 8. NEW INTERIOR WALL CONSTRUCTION PER WALL LEGEND. PROVIDE WALL BASE ON WAREHOUSE SIDE OF PERIMETER WALLS. 9. NEW FURRING O/ EXISTING WALLS PER WALL LEGEND. PAINT TOP OF NEW GYP BD WINDOW SILLS WITH GLOSS FINISH. 10. NEW PLASTIC LAMINATE FINISH WOOD CABINETS. SEE MATERIALS LEGEND FOR LAMINATE COLOR. 11. VENDING MACHINE OR REFRIDGERATOR BY TENANT - N.I.C. 12. NEW RESTROOMS. SEE ENLARGED PLAN. 13. NEW 5'W X 4'H FIXED TEMPERED WINDOW ASSEMBLY. WINDOW JAMB TO MATCH DOOR JAMB. ALIGN TOP OF WINDOW WITH TOP OF DOOR. 14. PROVIDE "NO STORAGE ABOVE" SIGNS AT 8'-0" O.C. AT 8'-0" A.F.F. ON WAREHOUSE SIDE OF WALLS. LETTERS SHALL BE RED AND MINIMUM 2" TALL. 15. CEILING MOUNTED EXHAUST FAN CAPABLE OF PROVIDING A COMPLETE AIR CHANGE EVERY 15 MINUTES PER 1998 CBC 705(B)1. EXHAUST AIR TO THE EXTERIOR OF THE BUILDING. SEE MECHANICAL DRAWINGS FOR FINAL SIZES AND LOCATIONS 16. NEW SUSPENDED T-BAR CEILING SYSTEM @ 9'-0" A.F.F. U.N.0. - SEE CEILING PLAN LEGEND THIS SHEET. 17. PROVIDE R-19 INSULATION BATT ON TOP OF T-BAR CEILING OR BETWEEN CEILING JOISTS. 18. NEW ROOFTOP MTD. HVAC UNIT OVERHEAD. SEE MECHANICAL AND STRUCTURAL DRAWINGS. 19. GYP. BD. CLG. O/ STEEL JOISTS PER SCHEDULE ON DETAIL SHEETS. CEILING HEIGHT SHALL BE 8'-6" UNLESS NOTED OTHERWISE ON THE PLAN. 20. ILLUMINATING EXIT SIGN - PER 2001 CBC 1003.2.8. ALL EXISTS SHALL BE ILLUMINATED WITH AT LEAST ONE FOOTCANDLE AT FLOOR LEVEL WHEN BUILDING IS OCCUPIED PER 2001 CBC 1003.2.9. 21. SUSPENDED CEILING COMPRESSION STRUT. SEE DETAIL.

WALL LEGENDEXISTING EXTERIOR PERIMITER WALL - CONCRETE TILT-UP PANEL EXISTING EXTERIOR PERIMITER WALL - STOREFRONT NEW FURRING @ EXISTING EXTERIOR PERIMITER WALL - CONCRETE TILT-UP PANEL: 5/8" TYPE X GYP BD 0/ 25 GA 3-5/8" STEEL STUDS @ 24" O.C. TO MIN. 6" ABOVE THE CEILING ASSEMBLY. PROVIDE R-11 FOIL FACED BATT INSULATION BETWEEN FURRING CHANNELS. NEW WALL PARTITION THROUGH T-BAR CEILING: 5/8" TYPE X EA. SD. OF 25 GA 3 5/8" STEEL CHANNEL STUDS @ 24" O.C. TO MIN. 6" ABOVE CEILING ASSEMBLY, OR TO UNDERSIDE OF CEILING JOISTS. PROVIDE BATT SOUND INSULATION. SEE DETAILS. AT BATHROOM WALLS, SPACE STUDS @ 16" O.C. NEW PARTIAL HEIGHT PERIMETER WALL PARTITION: 5/8" TYPE X EA. SD. OF 25 GA 3-5/8" STEEL CHANNEL STUDS @ 16" O.C. TO MIN. 12'-0" A.F.F.. PROVIDE R-11 BATT INSULATION. PROVIDE CONT. CORNERBEAD ALONG TOP OF WALL. NEW WALL PARTITION TO UNDERSIDE OF T-BAR CEILING : 5/8" TYPE X EA. SD. OF 25 GA 3 5/8" STEEL CHANNEL STUDS @ 24" O.C. PROVIDE BATT SOUND INSULATION.

SEE DETAIL 3/AD.1 FOR ADDITIONAL NOTES

9'-6" 14'-10 1/2" 6'-0" 10'-6" 11'-1 1/2"1'-2"

9'-9" 8'-9" 5'-6" 4'-3" 3'-3" 5'-6" 10'-2" 3'-8" 16'-10" 11'-9" 5'-6" 15'-11"

15'-2

"5'

-0"

3'-7

"8'

-11"

4'-0

"11

'-4"

5'-1" 11"

3'15

'-2"

5'-0

"12

'-6"

4'-0

"11

'-4"

2'-0

"19

'-9"

5'-6

"7'

-3"

13'-6

"

12" M

IN

2'-0

"

22'-11" 27'-0"

2'-1"

10'-1" 39'-11"

AA2-3

EXEC OFFICE

EXEC ASSIST

LOBBY 2

HALL B OCCUPANCY

OCCUPANT LOAD: 19

OFFICE 2 OCCUPANTS

OFFICE STORAGE

OFFICEOFFICEOFFICEOFFICEOPEN OFFICE 7 OCCUPANTS

WH OFFICE COFFEE

LOBBY 1

30

31 32

33 34 35 36

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CLOSET

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2A2-3

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6'-9" 3'-9"

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18TYP 19 20 TYP21

1AD-1

1AD-1

3AAD-1

3BAD-1

SIM

8AD-1

6AD-1

7AD-1

10AD-1

5 2301 LAT IGO AVE. | OXNARD, CA

10 mile

s

5 mile

s

15 m

iles

20 mile

s

JOHN DeGRINIS, SIOR

Executive Managing Director818.618.6955CA RE Lic 00918958john.degrinis@ngkf.com

PATRICK DuROSS, SIOR

Senior Managing Director818.219.8903CA RE Lic 01461031patrick.duross@ngkf.com

JEFF ABRAHAM, SIOR

Senior Managing Director310.880.7403CA RE Lic 01830909jeff.abraham@ngkf.com

JACK HEALD

Associate949.945.8994CA RE Lic 02096577jack.heald@ngkf.com

LEASING CONTACTS

The information contained herein has been obtained from sources deemed reliable but has not been verified and no guarantee, warranty or representation, either express or implied, is made with respect to such information. Terms of sale or lease and availability are subject to change or withdrawal without notice.

CORPORATE LICENSE #01355491