10
SOUTHWEST SUNSET CORPORATE CENTER Located within the rapidly-growing 215 corridor, this prime property in the Southwest submarket will have six flex/industrial buildings ranging from 19,200 sf to 28,200 sf in size. The site is situated on Sunset Road and Rainbow Blvd. offering easy access to the 215 Beltway. JOE LEAVITT Principal C 702.303.7893 [email protected] CHRIS LEXIS Principal C 702.376.8500 [email protected] OWNED BY AVISON YOUNG 3993 Howard Hughes Parkway, Suite 350 Las Vegas, NV 89169 O 702 472.7979 F 702.475.7545 Partnership. Performance. 6658 West Sunset Road • Las Vegas • NV 89118 FOR LEASE PROPERTY HIGHLIGHTS ¾ Brand new industrial/office spec suites ¾ From 2,400 sf to 28,200 sf available for lease ¾ Concrete tilt-up construction ¾ Aluminum storefront windows ¾ Grade level loading (12’ x 14’) ¾ 18’ clear height ¾ Power: 200A, 110/208V, 3-phase ¾ Sprinklers ¾ Professionally managed and maintained ¾ Zoned M-D (Clark County) ¾ Lease rate: $1.10 - $1.25/sf NNN

FOR LEASE SOUTHWEST SUNSET CORPORATE CENTER...las vegas, nv 89118 construction co. 5075 cameron suite #h las vegas, nevada 89118 (702) 262-6032, fax (702) 262-6150 nevada lic. # 0042596a

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SOUTHWEST SUNSET CORPORATE CENTER

Located within the rapidly-growing 215 corridor, this prime property in the Southwest submarket will have six flex/industrial buildings ranging from 19,200 sf to 28,200 sf in size. The site is situated on Sunset Road and Rainbow Blvd. offering easy access to the 215 Beltway.

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

OWNED BY

AVISON YOUNG3993 Howard Hughes Parkway, Suite 350Las Vegas, NV 89169O 702 472.7979 F 702.475.7545

Partnership. Performance.

6658 West Sunset Road • Las Vegas • NV 89118

FOR LEASE

PROPERTY HIGHLIGHTS

¾ Brand new industrial/office spec suites

¾ From 2,400 sf to 28,200 sf available for lease

¾ Concrete tilt-up construction

¾ Aluminum storefront windows

¾ Grade level loading (12’ x 14’)

¾ 18’ clear height

¾ Power: 200A, 110/208V, 3-phase

¾ Sprinklers

¾ Professionally managed and maintained

¾ Zoned M-D (Clark County)

¾ Lease rate: $1.10 - $1.25/sf NNN

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

SOUTHWEST SUNSET CORPORATE CENTER6658 West Sunset Road • Las Vegas • NV 89118

The information contained herein was obtained from sources deemed reliable; however, Avison Young makes no guarantees or representations as to the accuracy thereof. The presentation of this property is submitted subject to errors, changes of price or conditions prior to sale or lease, or withdrawal of notice.

NOT A PART

N

BUILDING C BUILDING D BUILDING E BUILDING F

BUILDING A±20,800 sf ±19,200 sf

±28,200 sf ±27,000 sf ±24,000 sf ±27,000 sf

BUILDING B

SUNSET

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

SOUTHWEST SUNSET CORPORATE CENTER6658 West Sunset Road • Las Vegas • NV 89118

The information contained herein was obtained from sources deemed reliable; however, Avison Young makes no guarantees or representations as to the accuracy thereof. The presentation of this property is submitted subject to errors, changes of price or conditions prior to sale or lease, or withdrawal of notice.

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

SOUTHWEST SUNSET CORPORATE CENTER6658 West Sunset Road • Las Vegas • NV 89118

The information contained herein was obtained from sources deemed reliable; however, Avison Young makes no guarantees or representations as to the accuracy thereof. The presentation of this property is submitted subject to errors, changes of price or conditions prior to sale or lease, or withdrawal of notice.

Building Suite Available SF Office SF Warehouse SF Grade Level Loading

Lease Rate $/sf NNN $/sf

A Entire Building ±20,800 ±30% BTS 8 (12’ x 14’) $1.25 TBD

A 100 ±3,184 ±30% BTS 1 (12’ x 14’) $1.25 TBD

A 170 ±2,414 ±30% BTS 1 (12’ x 14’) $1.25 TBD

A 180 ±3,176 ±30% BTS 1 (12’ x 14’) $1.25 TBD

A

B

C

1 2 3 4 5 6

80'-0

"

260'-0"

19'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 6'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 19'-0"

1'-0

"22

'-0"

29'-0

"

6'-6" 3'-0" 12'-0" 8'-3" 9'-0" 3'-9" 3'-0" 9'-0" 4'-0" 9'-0" 3'-0" 3'-9" 9'-0" 7'-3" 9'-0" 3'-0"3'-0" 9'-0" 4'-0" 9'-0" 3'-0"3'-0" 9'-0" 7'-3" 9'-0" 3'-9" 3'-0" 9'-0" 4'-0" 9'-0" 3'-0" 3'-9" 9'-0" 8'-3" 12'-0" 3'-0" 6'-6" 14'-6"

40'-0" 60'-0" 60'-0" 60'-0" 41'-0"

40'-0

"40

'-0"

22'-0

"

21'-0" 36'-0" 28'-0" 32'-0" 28'-0" 32'-0" 28'-0" 36'-0" 21'-0"

29'-0

"29

'-0"

29'-0

"

16'-0" 25'-0" 29'-0" 31'-0" 29'-0" 29'-0" 31'-0" 29'-0" 25'-0" 16'-0"

3'-0

"

3'-0"

3'-0

"3'-0"

14'-6

"

14'-6"

5'-10 3/4"

8'-4

3/4

"

4'-0

"

3'-4

3/4

" TY

P.

3'-8"

18'-0

"4'

-0"

7'-0

"8'

-6"

1 3/4"

1 3/4"

1'-0

"

1 3/4"

1 3/4"

1 3/

4"

1 3/

4"

SCALE: 3/32"= 1'-0"

FLOOR PLAN - BLDG A1

A1.0

DRAWN BY: CHECKED BY:JOB NUMBER:DATE:

FLO

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GENERAL NOTES1. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGEWITH FIRE ACCESS MAN DOORS AT 100' MAXIMUM O.C. ASEPERATE PERMIT IS REQUIRED FOR ANY RACKING CONVEYERSYSTEM.2. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIREDEPARTMENT.

3. COLUMNS ARE TO RECEIVE GRAY PRIMER ONLY. ALL GYPSUMBOARD WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE PAINTTO COVER.

6. SLOPE POUR STRIP 1/2" TO ALL EXTERIOR ROLL-UP & MAN DOORENTRANCES.

7. CONTRACTOR TO PROTECT AND KEEP FLOOR SLAB CLEAN. ALLEQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS.8. TACITILE EXIT SINGS SHALL BE PROVIDED AS REQUIRED BY 2006 IBCSECTION 1011.39. BUILDING FLOOR SLAB: (VERIFY W/ STRUCTURAL DRAWINGS)

A. 6" THICKB. #4 DOWELS AT ALL CONSTRUCTIONAND CONTROL JOINTS.C. 4,500 P.S.I. REQUIREMENTD. SLUMP TO BE MAXIMUM 4".E. JOINT SPACING PER A.C.I. MAX. 3TF. SAW-CUT DEPTH 1/4T. NO SOFT SAWCUTTING.

10. CONCRETE SLAB TO HAVE STEEL TROWEL BURNISHED POLISHEDFINISH.

11. CONTRACTOR TO SEAL FLOOR WITH "ASHFORD" OR EQUIVILENTFLOOR HARDENER..

12. CONCRETE SLAB NOT DESIGNED FOR CRANES OR CONCRETETRUCKS.

13. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR MATERIALS,COLORS, FINISHES, ETC. ARE CONSISTANT WITH THE BALANCE OFTHE BUSINESS CENTER SITE DEVELOPMENT.

14. APPROVED ADDRESS TO BE PROVIDED IN A LEGIABLE AND VISIBLELOCATION PER LOCAL CODES.

15. FIRE RISER DOOR SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITEUTILITIES, CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.

5. ALL MAN DOOR IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGNS.

GENERAL NOTES

MATERIALS, COLORS, FINISHES, ETC. ARE CONSISTENT WITH THOSEOF THE BALANCE OF THE RETAIL CENTER & SITE DEVELOPMENTDESIGN GUIDELINES. CONTACT THE GENERAL CONTRACTOR IN ANY CASE OF DISCREPANCIES.PRIOR TO PAINT BEING APPLIED TO ANY PORTION OF THE BUILDING, THE CONTRACTOR SHALL PAINT A TEST INSPECTEDAND APPROVED BY THE GENERAL CONTRACTOR AND OWNER.

APPROVED ADDRESS TO PROVIDE IN A LEGIABLE AND VISIBLE LOCATION PER LOCAL CODES.

FIRE RISER ROOM SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4.

3.

2.

1. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR

ALUMINUM STOREFRONT SYSTEM DUAL GLAZE- SEE SHEET A7.0

AUTOMATIC SPRINKLER RISER WITH WATER LINE FROM A.S.R. TOON-SITE MAIN WATER LINE, INCLUDING BUT NOT LIM ITED TO P.I.V.DETECTOR CHECKS AND UNDERGROUND VAULT COMPLETE ASREQUIRED.

CONCRETE ELECTRICAL PAD

GAS METER LOCATION- SEE CIVIL DRAWINGS

ROOF ACCESS LADDER - SEE DETAIL-SEE DETAIL 1/AD2.0

ELECTRICAL SWITCH GEAR- SEE ELECTRICAL DRAWINGS.

2

3

4

5

6

7

1

8

KEY NOTES

9

CONCRETE TILT-UP WALLS - SEE STRUCTURAL DRAWINGS

10

CONCRETE TILT-UP WALL JOINTS - SEE DETAIL 1,2&4/AD1.0

11

ROOF DOWN SPOUTS - SEE DETAIL 7,8 & 10/AD1.0

12

13

MAN DOORS - SEE SHEET A6.0

1-HOUR WALL - SEE DETAIL 5/AD2.0

CONCRETE POUR STRIP - SEE STRUCTURAL DRAWINGS

WALL LEGEND

7-1/4" THICK CONCRETE PANELS SEE SHEETS A5.0 & A5.1 EXTERIOR FULL HEIGHT CONCRETE PANELS1

2 NEW 5/8" GYP. BRD. BOTH SIDES OF (600S162-43)20 GA. METAL STUDS @ 24" O.C. (DOUBLE STUDS @ LADDER CONNECTION) R-11 UNFACED BATT INSULATION

FULL HEIGHT 1-HOUR RATED

(SEE DETAIL 1&2/G1.0, 5/AD2.0)

FOR WALL SECTIONS.

OVERHEAD DOORS - SEE SHEET A6.0

3 NEW 5/8" GYP. BRD. INTERIOR SIDE, 5/8" PLYWOOD EXTERIOR SIDE

18 GA. 3-5/8" METAL STUDS @ 16" O.C. R-11 UNFACED BATT SOUND INSULATION

EXTERIOR WALL

(SEE DETAIL 7/AD2.0)

W/(3) COAT EXTERIOR STUCCO FINISH

3 4-6-18 OWNER CHANGES

FIELD REVISION6-26-18F

BUILDING FEATURES

¾ ±20,800 total sf

¾ Build to suit

¾ Concrete tilt-up construction

¾ Aluminum storefront windows

¾ Grade level loading (12’ x 14’)

¾ 18’ clear height

¾ Power: 200A, 110/208V, 3-phase

¾ Sprinklers

¾ Parking ratio: 2.5/1,000 sf

N

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

SOUTHWEST SUNSET CORPORATE CENTER6658 West Sunset Road • Las Vegas • NV 89118

The information contained herein was obtained from sources deemed reliable; however, Avison Young makes no guarantees or representations as to the accuracy thereof. The presentation of this property is submitted subject to errors, changes of price or conditions prior to sale or lease, or withdrawal of notice.

Building Suite Available SF Office SF Warehouse SF Grade Level Loading

Lease Rate $/sf NNN $/sf

B 200 ±2,372 BTS BTS 1 (12’ x 14’) $1.25 TBD

B 250 ±2,414 BTS BTS 1 (12’ x 14’) $1.25 TBD

B 280 ±2,392 ±870 ±1,522 1 (12’ x 14’) $1.25 TBD

B 200 - 270 ±16,800 30% BTS 7 (12’ x 14’) $1.25 TBD

BUILDING FEATURES

¾ ±19,200 total sf

¾ Concrete tilt-up construction

¾ Aluminum storefront windows

¾ Grade level loading (12’ x 14’)

¾ 18’ clear height

¾ Power: 200A, 110/208V, 3-phase

¾ Sprinklers

¾ Parking ratio: 2.5/1,000 sf

A

B

C

21 53 4

3'-0

"

6'-9" 9'-0" 4'-0" 9'-0" 3'-9" 9'-0" 6'-6" 9'-0"

60'-0"

46'-0" 28'-0" 32'-0"

9'-0"7'-9"6'-0"3'-0"3'-0"14'-6"

14'-6

"6'

-6"

3'-0

"12

'-0"

4'-0

"

21'-0

"30

'-0"

30'-0

"

40'-0

"40

'-0"

80'-0

"1'

-0"

60'-0"

9'-0" 12'-0" 3'-0"3'-0" 4'-0" 8'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 4'-0" 8'-0" 12'-0" 3'-0"3'-0" 6'-0" 3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 9'-0" 3'-0"3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 9'-0"

31'-0" 29'-0" 31'-0" 29'-0" 29'-0" 31'-0" 29'-0" 31'-0"

240'-0"

60'-0" 60'-0"

3'-9" 3'-0" 9'-0" 4'-0" 9'-0" 3'-0" 3'-9" 9'-0" 6'-6" 9'-0" 3'-9" 3'-0" 9'-0" 4'-0" 9'-0" 3'-0" 3'-9" 9'-0" 7'-9" 6'-0" 3'-0"3'-0" 14'-6"

28'-0" 32'-0" 28'-0" 29'-6" 17'-6"

14'-6

"6'

-6"

3'-0

"12

'-0"

15'-0

"30

'-0"

21'-0

"30

'-0"

30'-0

"

40'-0

"40

'-0"5'-10 3/4"

8'-4

3/4

"

4'-0

"

3'-4

3/4

" TY

P.

3'-0"

3'-8"

1 3/4"

18'-0

"8'

-0"

15'-0

"

SCALE: 3/32"= 1'-0"

FLOOR PLAN - BLDG B1

A1.1

DRAWN BY: CHECKED BY:JOB NUMBER:DATE:

FLO

OR

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NT

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OR

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or in

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any f

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LAS

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AS,

NV

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CO

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CTI

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CO

.50

75 C

AM

ER

ON

SU

ITE

#H

LAS

VE

GA

S, N

EV

AD

A 8

9118

(702

) 262

-603

2, F

AX

(702

) 262

-615

0N

EV

AD

A L

IC. #

004

2596

A

CO

RN

ER O

F SU

NSE

T &

RED

WO

OD

NORTH

GENERAL NOTES1. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGEWITH FIRE ACCESS MAN DOORS AT 100' MAXIMUM O.C. ASEPERATE PERMIT IS REQUIRED FOR ANY RACKING CONVEYERSYSTEM.2. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIREDEPARTMENT.

3. COLUMNS ARE TO RECEIVE GRAY PRIMER ONLY. ALL GYPSUMBOARD WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE PAINTTO COVER.

6. SLOPE POUR STRIP 1/2" TO ALL EXTERIOR ROLL-UP & MAN DOORENTRANCES.

7. CONTRACTOR TO PROTECT AND KEEP FLOOR SLAB CLEAN. ALLEQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS.8. TACITILE EXIT SINGS SHALL BE PROVIDED AS REQUIRED BY 2006 IBCSECTION 1011.39. BUILDING FLOOR SLAB: (VERIFY W/ STRUCTURAL DRAWINGS)

A. 6" THICKB. #4 DOWELS AT ALL CONSTRUCTIONAND CONTROL JOINTS.C. 4,500 P.S.I. REQUIREMENTD. SLUMP TO BE MAXIMUM 4".E. JOINT SPACING PER A.C.I. MAX. 3TF. SAW-CUT DEPTH 1/4T. NO SOFT SAWCUTTING.

10. CONCRETE SLAB TO HAVE STEEL TROWEL BURNISHED POLISHEDFINISH.

11. CONTRACTOR TO SEAL FLOOR WITH "ASHFORD" OR EQUIVILENTFLOOR HARDENER..

12. CONCRETE SLAB NOT DESIGNED FOR CRANES OR CONCRETETRUCKS.

13. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR MATERIALS,COLORS, FINISHES, ETC. ARE CONSISTANT WITH THE BALANCE OFTHE BUSINESS CENTER SITE DEVELOPMENT.

14. APPROVED ADDRESS TO BE PROVIDED IN A LEGIABLE AND VISIBLELOCATION PER LOCAL CODES.

15. FIRE RISER DOOR SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITEUTILITIES, CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.

5. ALL MAN DOOR IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGNS.

GENERAL NOTES

MATERIALS, COLORS, FINISHES, ETC. ARE CONSISTENT WITH THOSEOF THE BALANCE OF THE RETAIL CENTER & SITE DEVELOPMENTDESIGN GUIDELINES. CONTACT THE GENERAL CONTRACTOR IN ANY CASE OF DISCREPANCIES.PRIOR TO PAINT BEING APPLIED TO ANY PORTION OF THE BUILDING, THE CONTRACTOR SHALL PAINT A TEST INSPECTEDAND APPROVED BY THE GENERAL CONTRACTOR AND OWNER.

APPROVED ADDRESS TO PROVIDE IN A LEGIABLE AND VISIBLE LOCATION PER LOCAL CODES.

FIRE RISER ROOM SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4.

3.

2.

1. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR

ALUMINUM STOREFRONT SYSTEM DUAL GLAZE- SEE SHEET A7.0

AUTOMATIC SPRINKLER RISER WITH WATER LINE FROM A.S.R. TOON-SITE MAIN WATER LINE, INCLUDING BUT NOT LIM ITED TO P.I.V.DETECTOR CHECKS AND UNDERGROUND VAULT COMPLETE ASREQUIRED.

CONCRETE ELECTRICAL PAD

GAS METER LOCATION- SEE CIVIL DRAWINGS

ROOF ACCESS LADDER - SEE DETAIL-SEE DETAIL 1/AD2.0

ELECTRICAL SWITCH GEAR- SEE ELECTRICAL DRAWINGS.

2

3

4

5

6

7

1

8

KEY NOTES

9

CONCRETE TILT-UP WALLS - SEE STRUCTURAL DRAWINGS

10

CONCRETE TILT-UP WALL JOINTS - SEE DETAIL 1,2&4/AD1.0

11

ROOF DOWN SPOUTS - SEE DETAIL 7,8 & 10/AD1.0

12

13

MAN DOORS - SEE SHEET A6.0

1-HOUR WALL - SEE DETAIL 5/AD2.0

CONCRETE POUR STRIP - SEE STRUCTURAL DRAWINGS

WALL LEGEND

7-1/4" THICK CONCRETE PANELS SEE SHEETS A5.0 & A5.1 EXTERIOR FULL HEIGHT CONCRETE PANELS1

2 NEW 5/8" GYP. BRD. BOTH SIDES OF (600S162-43)20 GA. METAL STUDS @ 24" O.C. (DOUBLE STUDS @ LADDER CONNECTION) R-11 UNFACED BATT INSULATION

FULL HEIGHT 1-HOUR RATED

(SEE DETAIL 1&2/G1.0, 5/AD2.0)

FOR WALL SECTIONS.

OVERHEAD DOORS - SEE SHEET A6.0

3 NEW 5/8" GYP. BRD. INTERIOR SIDE, 5/8" PLYWOOD EXTERIOR SIDE

18 GA. 3-5/8" METAL STUDS @ 16" O.C. R-11 UNFACED BATT SOUND INSULATION

EXTERIOR WALL

(SEE DETAIL 7/AD2.0)

W/(3) COAT EXTERIOR STUCCO FINISH

4-6-17

3 4-6-18 OWNER CHANGES

6-26-18 FIELD REVISIONF

A

B

C

21 53 4

BLDG B

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OFFIC

E105

OFFIC

E104

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IT103

CO

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BA

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WA

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E106

OFFIC

E= 915 S

.F.

9'-4"9'-0"

9'-0"

15'-7 3/4" 7'-0" 6'-0 1/4"

80'-0"

29'-3 1/4"

30'-0"

7'-0"7'-0"

OP

EN

RIS

ER

SU

ITE 108

Copyright © Material

None of the materials provided on this document may be used, reproduced ortransmitted, in whole or in part, in any form or by any means, electronic or mechanical,including photocopying, recording or the use of any information storage and retrievalsystem without the permission in writing from the publisher. To request such permission andfor future inquires, contact L M Construction Co. LLC. Furthermore, the works ofauthorship contained in these plans, including but not limited to all design, text andimages, are owned, except as otherwise stated, by L M Construction Co. LLC.or one of its affiliates and may not be copied, reproduced, transmitted, displayed,performed, distributed, rented, sub licensed, altered, stored for subsequentuse in whole or in part in any manner without the expressed written consent ofL M Construction Co. LLC.

USE OF THESE DRAWINGS IS LIMITED TO A SPECIFIED PROJECT FORPERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE PROJECT.

NORTHNORTHN

280

280

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

SOUTHWEST SUNSET CORPORATE CENTER6658 West Sunset Road • Las Vegas • NV 89118

The information contained herein was obtained from sources deemed reliable; however, Avison Young makes no guarantees or representations as to the accuracy thereof. The presentation of this property is submitted subject to errors, changes of price or conditions prior to sale or lease, or withdrawal of notice.

A

B

C

2 3 41 5 6

A

B

C

2 3 41 5 6

RE

CE

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N101

RE

STR

OO

M102

CO

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E105

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N101

14'-4"9'-0"

9'-0"18'-4"

5'-4" 7'-8 1/4" 15'-9 3/4"

15'-9 3/4" 5'-8 1/4" 7'-4"

29'-6"

29'-6"

94'-0"

28'-11 1/4"24'-11 1/4"

SU

ITE 104

SU

ITE 105

Copyright © Material

None of the materials provided on this document may be used, reproduced ortransmitted, in whole or in part, in any form or by any means, electronic or mechanical,including photocopying, recording or the use of any information storage and retrievalsystem without the permission in writing from the publisher. To request such permission andfor future inquires, contact L M Construction Co. LLC. Furthermore, the works ofauthorship contained in these plans, including but not limited to all design, text andimages, are owned, except as otherwise stated, by L M Construction Co. LLC.or one of its affiliates and may not be copied, reproduced, transmitted, displayed,performed, distributed, rented, sub licensed, altered, stored for subsequentuse in whole or in part in any manner without the expressed written consent ofL M Construction Co. LLC.

USE OF THESE DRAWINGS IS LIMITED TO A SPECIFIED PROJECT FORPERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE PROJECT.

NORTH

NORTH

BUILDING FEATURES

¾ ±28,200 total sf

¾ Concrete tilt-up construction

¾ Aluminum storefront windows

¾ Grade level loading (12’ x 14’)

¾ 18’ clear height

¾ Power: 200A, 110/208V, 3-phase

¾ Sprinklers

¾ Parking ratio: 2.5/1,000 sf

A

B

C

2 3 41 5 6

A

B

C

2 3 41 5 6

COPIER

3'-0

"

3'-0"

25'-0

"25

'-0"

22'-0

"22

'-0"

4'-0

"75

'-0"

15'-0

"

94'-0

"

4'-0

"18

'-0"

53'-0

"15

'-0"

4'-0

"

25'-0

"25

'-0"

22'-0

"22

'-0"

47'-0

"47

'-0"

4'-0" 9'-8" 7'-4" 6'-0" 6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 6'-0" 7'-4" 9'-8" 4'-0"

18'-0" 25'-0" 34'-0" 26'-0" 34'-0" 26'-0" 34'-0" 26'-0" 34'-0" 25'-0" 18'-0"

60'-0" 60'-0" 60'-0" 60'-0" 60'-0"

2'-6"3'-0"3'-6" 12'-0" 3'-0"3'-0" 4'-0" 8'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 6'-0" 6'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 9'-0"

31'-0" 30'-0" 30'-0" 30'-0" 29'-0" 29'-0" 30'-0" 30'-0" 30'-0" 31'-0"

300'-0"

5'-10 3/4"

8'-4

3/4

"

4'-0

"

3'-8"

SCALE: 3/32"= 1'-0"

FLOOR PLAN - BLDG C1

Cop

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None

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A

GENERAL NOTES1. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGEWITH FIRE ACCESS MAN DOORS AT 100' MAXIMUM O.C. ASEPERATE PERMIT IS REQUIRED FOR ANY RACKING CONVEYERSYSTEM.2. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIREDEPARTMENT.

3. COLUMNS ARE TO RECEIVE GRAY PRIMER ONLY. ALL GYPSUMBOARD WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE PAINTTO COVER.

6. SLOPE POUR STRIP 1/4" TO ALL EXTERIOR ROLL-UP & MAN DOORENTRANCES.

7. CONTRACTOR TO PROTECT AND KEEP FLOOR SLAB CLEAN. ALLEQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS.8. TACITILE EXIT SINGS SHALL BE PROVIDED AS REQUIRED BY 2006 IBCSECTION 1011.39. BUILDING FLOOR SLAB: (VERIFY W/ STRUCTURAL DRAWINGS)

A. 6" THICKB. #4 DOWELS AT ALL CONSTRUCTIONAND CONTROL JOINTS.C. 4,500 P.S.I. REQUIREMENTD. SLUMP TO BE MAXIMUM 4".E. JOINT SPACING PER A.C.I. MAX. 3TF. SAW-CUT DEPTH 1/4T. NO SOFT SAWCUTTING.

10. CONCRETE SLAB TO HAVE STEEL TROWEL BURNISHED POLISHEDFINISH.

11. CONTRACTOR TO SEAL FLOOR WITH "ASHFORD" OR EQUIVILENTFLOOR HARDENER..

12. CONCRETE SLAB NOT DESIGNED FOR CRANES OR CONCRETETRUCKS.

13. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR MATERIALS,COLORS, FINISHES, ETC. ARE CONSISTANT WITH THE BALANCE OFTHE BUSINESS CENTER SITE DEVELOPMENT.

14. APPROVED ADDRESS TO BE PROVIDED IN A LEGIABLE AND VISIBLELOCATION PER LOCAL CODES.

15. FIRE RISER DOOR SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITEUTILITIES, CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.

5. ALL MAN DOOR IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGNS.

GENERAL NOTES

MATERIALS, COLORS, FINISHES, ETC. ARE CONSISTENT WITH THOSEOF THE BALANCE OF THE RETAIL CENTER & SITE DEVELOPMENTDESIGN GUIDELINES. CONTACT THE GENERAL CONTRACTOR IN ANY CASE OF DISCREPANCIES.PRIOR TO PAINT BEING APPLIED TO ANY PORTION OF THE BUILDING, THE CONTRACTOR SHALL PAINT A TEST INSPECTEDAND APPROVED BY THE GENERAL CONTRACTOR AND OWNER.

APPROVED ADDRESS TO PROVIDE IN A LEGIABLE AND VISIBLE LOCATION PER LOCAL CODES.

FIRE RISER ROOM SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4.

3.

2.

1. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR

ALUMINUM STOREFRONT SYSTEM DUAL GLAZE- SEE SHEET A7.0

AUTOMATIC SPRINKLER RISER WITH WATER LINE FROM A.S.R. TOON-SITE MAIN WATER LINE, INCLUDING BUT NOT LIM ITED TO P.I.V.DETECTOR CHECKS AND UNDERGROUND VAULT COMPLETE ASREQUIRED.

CONCRETE ELECTRICAL PAD

GAS METER LOCATION- SEE CIVIL DRAWINGS

ROOF ACCESS LADDER - SEE DETAIL-SEE DETAIL 1/AD2.0

ELECTRICAL SWITCH GEAR- SEE ELECTRICAL DRAWINGS.

2

3

4

5

6

7

1

8

KEY NOTES

9

CONCRETE TILT-UP WALLS - SEE STRUCTURAL DRAWINGS

10

CONCRETE TILT-UP WALL JOINTS - SEE DETAIL 1,2&4/AD1.0

11

ROOF DOWN SPOUTS - SEE DETAIL 7,8 & 10/AD1.0

12

13

MAN DOORS - SEE SHEET A6.0

1-HOUR WALL - SEE DETAIL 5/AD2.0

CONCRETE POUR STRIP - SEE STRUCTURAL DRAWINGS

WALL LEGEND

7-1/4" THICK CONCRETE PANELS SEE SHEETS A5.0 & A5.1 EXTERIOR FULL HEIGHT CONCRETE PANELS1

2 NEW 5/8" GYP. BRD. BOTH SIDES OF (600S125-43)18 GA. METAL STUDS @ 16" O.C. R-11 UNFACED BATT INSULATION

FULL HEIGHT 1-HOUR RATED

(SEE DETAIL 1&2/G1.0, 5/AD2.0)

FOR WALL SECTIONS.

OVERHEAD DOORS - SEE SHEET A6.0

3 NEW 5/8" GYP. BRD. INTERIOR SIDE, 5/8" PLYWOOD EXTERIOR SIDE

18 GA. METAL STUDS @ 16" O.C. R-11 UNFACED BATT SOUND INSULATION

EXTERIOR WALL

(SEE DETAIL 7/AD2.0)

W/(3) COAT EXTERIOR STUCCO FINISH

Building Suite Available SF Office SF Warehouse SF Grade Level Loading

Lease Rate $/sf NNN $/sf

C 300 ±2,760 BTS BTS 1 (12’ x 14’) $1.10 TBD

C 310 ±2,820 BTS BTS 1 (12’ x 14’) $1.10 TBD

C 360 ±2,800 ±870 ±1,930 1 (12’ x 14’) $1.10 TBD

C 370 ±2,800 ±870 ±1,930 1 (12’ x 14’) $1.10 TBD

C 390 2,762 BTS BTS 1 (12’ x 14’) $1.10 TBD

N

360370

370 360

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

SOUTHWEST SUNSET CORPORATE CENTER6658 West Sunset Road • Las Vegas • NV 89118

The information contained herein was obtained from sources deemed reliable; however, Avison Young makes no guarantees or representations as to the accuracy thereof. The presentation of this property is submitted subject to errors, changes of price or conditions prior to sale or lease, or withdrawal of notice.

BUILDING FEATURES

¾ ±27,000 total sf

¾ Concrete tilt-up construction

¾ Aluminum storefront windows

¾ Grade level loading (12’ x 14’)

¾ 18’ clear height

¾ Power: 200A, 110/208V, 3-phase

¾ Sprinklers

¾ Parking ratio: 2.5/1,000 sf

A

C

B

1 2 3 4 5 6

4'-0

"18

'-0"

49'-0

"15

'-0"

4'-0

"

34'-0

"34

'-0"

22'-0

"

45'-0

"45

'-0"

90'-0

"

300'-0"

9'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 7'-0" 3'-0"3'-0" 12'-0" 11'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 12'-0" 3'-0"3'-0" 12'-0" 9'-0"

31'-0" 30'-0" 30'-0" 30'-0" 29'-6" 28'-6" 30'-0" 30'-0" 30'-0" 31'-0"

4'-0" 9'-8" 7'-4" 6'-0" 6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 6'-0" 7'-4" 9'-8" 4'-0"

18'-0" 25'-0" 34'-0" 26'-0" 34'-0" 26'-0" 34'-0" 26'-0" 34'-0" 25'-0" 18'-0"

60'-0" 60'-0" 60'-0" 60'-0" 60'-0"

4'-0

"15

'-0"

71'-0

"

22'-0

"34

'-0"

34'-0

"

5'-10 3/4"

8'-4

3/4

"

4'-0

"

3'-2 3/4"

SCALE: 3/32"= 1'-0"

FLOOR PLAN - BLDG D1

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in w

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or in

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GENERAL NOTES1. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGEWITH FIRE ACCESS MAN DOORS AT 100' MAXIMUM O.C. ASEPERATE PERMIT IS REQUIRED FOR ANY RACKING CONVEYERSYSTEM.2. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIREDEPARTMENT.

3. COLUMNS ARE TO RECEIVE GRAY PRIMER ONLY. ALL GYPSUMBOARD WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE PAINTTO COVER.

6. SLOPE POUR STRIP 1/4" TO ALL EXTERIOR ROLL-UP & MAN DOORENTRANCES.

7. CONTRACTOR TO PROTECT AND KEEP FLOOR SLAB CLEAN. ALLEQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS.8. TACITILE EXIT SINGS SHALL BE PROVIDED AS REQUIRED BY 2006 IBCSECTION 1011.39. BUILDING FLOOR SLAB: (VERIFY W/ STRUCTURAL DRAWINGS)

A. 6" THICKB. #4 DOWELS AT ALL CONSTRUCTIONAND CONTROL JOINTS.C. 4,500 P.S.I. REQUIREMENTD. SLUMP TO BE MAXIMUM 4".E. JOINT SPACING PER A.C.I. MAX. 3TF. SAW-CUT DEPTH 1/4T. NO SOFT SAWCUTTING.

10. CONCRETE SLAB TO HAVE STEEL TROWEL BURNISHED POLISHEDFINISH.

11. CONTRACTOR TO SEAL FLOOR WITH "ASHFORD" OR EQUIVILENTFLOOR HARDENER..

12. CONCRETE SLAB NOT DESIGNED FOR CRANES OR CONCRETETRUCKS.

13. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR MATERIALS,COLORS, FINISHES, ETC. ARE CONSISTANT WITH THE BALANCE OFTHE BUSINESS CENTER SITE DEVELOPMENT.

14. APPROVED ADDRESS TO BE PROVIDED IN A LEGIABLE AND VISIBLELOCATION PER LOCAL CODES.

15. FIRE RISER DOOR SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITEUTILITIES, CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.

5. ALL MAN DOOR IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGNS

GENERAL NOTES

MATERIALS, COLORS, FINISHES, ETC. ARE CONSISTENT WITH THOSEOF THE BALANCE OF THE RETAIL CENTER & SITE DEVELOPMENTDESIGN GUIDELINES. CONTACT THE GENERAL CONTRACTOR IN ANY CASE OF DISCREPANCIES.PRIOR TO PAINT BEING APPLIED TO ANY PORTION OF THE BUILDING, THE CONTRACTOR SHALL PAINT A TEST INSPECTEDAND APPROVED BY THE GENERAL CONTRACTOR AND OWNER.

APPROVED ADDRESS TO PROVIDE IN A LEGIABLE AND VISIBLE LOCATION PER LOCAL CODES.

FIRE RISER ROOM SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4.

3.

2.

1. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR

KEY NOTES

ALUMINUM STOREFRONT SYSTEM DUAL GLAZE- SEE SHEET A7.0

AUTOMATIC SPRINKLER RISER WITH WATER LINE FROM A.S.R. TOON-SITE MAIN WATER LINE, INCLUDING BUT NOT LIM ITED TO P.I.V.DETECTOR CHECKS AND UNDERGROUND VAULT COMPLETE ASREQUIRED.

CONCRETE ELECTRICAL PAD

GAS METER LOCATION- SEE CIVIL DRAWINGS

ROOF ACCESS LADDER - SEE DETAIL-SEE DETAIL 1/AD2.0

ELECTRICAL SWITCH GEAR- SEE ELECTRICAL DRAWINGS.

2

3

4

5

6

7

1

8

9

CONCRETE TILT-UP WALLS - SEE STRUCTURAL DRAWINGS

10

CONCRETE TILT-UP WALL JOINTS - SEE DETAIL 1,2&4/AD1.0

11

ROOF DOWN SPOUTS - SEE DETAIL 7,8 & 10/AD1.0

12

13

MAN DOORS - SEE SHEET A6.0

1-HOUR WALL - SEE DETAIL 5/AD2.0

CONCRETE POUR STRIP - SEE STRUCTURAL DRAWINGS

OVERHEAD DOORS - SEE SHEET A6.0

WALL LEGEND

7-1/4" THICK CONCRETE PANELS SEE SHEETS A5.0 & A5.1 EXTERIOR FULL HEIGHT CONCRETE PANELS1

2 NEW 5/8" GYP. BRD. BOTH SIDES OF (600S125-43)18 GA. METAL STUDS @ 16" O.C. R-11 UNFACED BATT INSULATION

FULL HEIGHT 1-HOUR RATED

(SEE DETAIL 1&2/G1.0, 5/AD2.0)

FOR WALL SECTIONS.

3 NEW 5/8" GYP. BRD. INTERIOR SIDE, 5/8" PLYWOOD EXTERIOR SIDE

18 GA. METAL STUDS @ 16" O.C. R-11 UNFACED BATT SOUND INSULATION

EXTERIOR WALL

(SEE DETAIL 7/AD2.0)

W/(3) COAT EXTERIOR STUCCO FINISH

CO

NST

RU

CTI

ON

CO

.71

15 B

ER

MU

DA

LAS

VE

GA

S, N

EV

AD

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9119

(702

) 262

-603

2, F

AX

(702

) 262

-615

0N

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A L

IC. #

004

2596

A

Building Suite Available SF Office SF Warehouse SF Grade Level Loading

Lease Rate $/sf NNN $/sf

D 400 ±2,640 BTS BTS 1 (12’ x 14’) $1.10 TBD

D 420 ±2,700 BTS BTS 1 (12’ x 14’) $1.10 TBD

D 460 ±5,400 ±870 ±4,530 2 (12’ x 14’) $1.10 TBD

D 470 ±5,400 ±870 ±4,530 2 (12’ x 14’) $1.10 TBD

D 490 ±2,642 BTS BTS 1 (12’ x 14’) $1.10 TBD

A

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1 2 3 4 5 6

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OFFIC

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9'-0"9'-0"

9'-0"

15'-9 1/4" 5'-8 1/4" 7'-4"

29'-5 1/2"

28'-11 1/4"

90'-0"

60'-0"

SU

ITE 106

Copyright © Material

None of the materials provided on this document may be used, reproduced ortransmitted, in whole or in part, in any form or by any means, electronic or mechanical,including photocopying, recording or the use of any information storage and retrievalsystem without the permission in writing from the publisher. To request such permission andfor future inquires, contact L M Construction Co. LLC. Furthermore, the works ofauthorship contained in these plans, including but not limited to all design, text andimages, are owned, except as otherwise stated, by L M Construction Co. LLC.or one of its affiliates and may not be copied, reproduced, transmitted, displayed,performed, distributed, rented, sub licensed, altered, stored for subsequentuse in whole or in part in any manner without the expressed written consent ofL M Construction Co. LLC.

USE OF THESE DRAWINGS IS LIMITED TO A SPECIFIED PROJECT FORPERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE PROJECT.

NORTH

NORTH

OFFIC

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WA

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WO

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102

OFFIC

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9'-0"14'-4"

7'-4" 5'-8 1/4" 15'-5 1/4"

29'-5 1/2"

24'-11 1/4"

7'-0"7'-0"

11'-2 1/2"

90'-0"

60'-0"

SU

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A

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1 2 3 4 5 6

OFFIC

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9'-0"14'-4"

7'-4" 5'-8 1/4" 15'-5 1/4"

29'-5 1/2"

24'-11 1/4"

7'-0"7'-0"

11'-2 1/2"

90'-0"

60'-0"

SU

ITE 107

SC

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: 1/4"=1'-0"

FLOO

R P

LAN

1

TI 1.3

DR

AW

N B

Y:

CH

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D B

Y:

JOB

NU

MB

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:D

AT

E: FLOOR PLAN

CONTRACTOR:These plans are prepared and submitted by the contractoras an exemption to NRS 623.330 for work under contractorlicense category authorized under NRS 624.

LM CONSTRUCTION CO.(Company Name)

# 0042596A(Contractors License #)

Larry Monkarsh(Plans Prepared By)

(Signature)

PRELIMINARYCopyright © Material

None of the materials provided on this document may be used, reproduced ortransmitted, in whole or in part, in any form or by any means, electronic or mechanical,including photocopying, recording or the use of any information storage and retrievalsystem without the permission in writing from the publisher. To request such permission andfor future inquires, contact L M Construction Co. LLC. Furthermore, the works ofauthorship contained in these plans, including but not limited to all design, text andimages, are owned, except as otherwise stated, by L M Construction Co. LLC.or one of its affiliates and may not be copied, reproduced, transmitted, displayed,performed, distributed, rented, sub licensed, altered, stored for subsequentuse in whole or in part in any manner without the expressed written consent ofL M Construction Co. LLC.

USE OF THESE DRAWINGS IS LIMITED TO A SPECIFIED PROJECT FORPERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE PROJECT.SPEC SUITES BLDG D

MB

11-16-17 3214

LAS VEGAS, NV 89118SUNSET & REDWOOD #107

CONSTRUCTION CO.7115 BERMUDA

LAS VEGAS, NEVADA 89119(702) 262-6032, FAX (702) 262-6150

NEVADA LIC. # 0042596A

NORTH

SC

ALE

: 1/32"=1'-0"

KE

Y P

LAN

NORTH

N

460470

460470

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

SOUTHWEST SUNSET CORPORATE CENTER6658 West Sunset Road • Las Vegas • NV 89118

The information contained herein was obtained from sources deemed reliable; however, Avison Young makes no guarantees or representations as to the accuracy thereof. The presentation of this property is submitted subject to errors, changes of price or conditions prior to sale or lease, or withdrawal of notice.

A

C

B

1 2 3 4 5 6

3'-0"

29'-0

"29

'-0"

22'-0

"

15'-0

"

80'-0

"

29'-0

"29

'-0"

6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 6'-0" 6'-0" 6'-0" 8'-0" 9'-8" 6'-8" 6'-0" 6'-0" 6'-0" 6'-8" 6'-0" 6'-6" 6'-0" 7'-4"

26'-0" 34'-0"

60'-0" 60'-0" 60'-0" 60'-0" 60'-0"

3'-6" 12'-0" 3'-0"3'-0"

31'-0" 30'-0"

300'-0"

4'-0

"

25'-0" 18'-0"34'-0"26'-0"34'-0"25'-11 15/16"34'-0"25'-0"18'-0"

4'-0" 9'-8" 7'-4" 6'-6" 6'-0" 7'-6" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 9'-8" 8'-0" 9'-8" 8'-0" 8'-0" 9'-8" 9'-8" 7'-6" 9'-8" 4'-0"

4'-0" 8'-0" 12'-0" 3'-0"3'-0" 4'-0" 8'-0" 12'-0" 3'-0"3'-0" 4'-0" 8'-0" 12'-0" 3'-0"3'-0" 4'-0" 8'-0" 12'-0" 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 9'-0"

30'-0" 30'-0" 29'-0" 29'-0" 30'-0" 30'-0" 30'-0" 31'-0"

22'-0

"

4'-0

"15

'-0"

3'-0

"4'

-0"

18'-0

"7'

-0"

1'-0

"

5'-10 3/4"

8'-4

3/4

"

4'-0

"3'

-4 3

/4" T

YP

.

3'-8"

SCALE: 3/32"= 1'-0"

FLOOR PLAN - BLDG E1

Cop

yrig

ht

©M

ater

ial

None

of t

he m

ater

ials

prov

ided

on

this

docu

men

t may

be

used

, rep

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ced

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nsm

itted,

in w

hole

or in

par

t, in

any f

orm

or b

y any

mea

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, rec

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the

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onst

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urth

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plan

s, in

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ut n

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to a

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and

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es, a

re o

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Co. L

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, dis

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L M

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o. L

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USE

OF

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IS L

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ED T

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ED P

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ONS

NAM

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NSTR

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CO

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RU

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CO

.50

75 C

AM

ER

ON

SU

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#H

LAS

VE

GA

S, N

EV

AD

A 8

9118

(702

) 262

-603

2, F

AX

(702

) 262

-615

0N

EV

AD

A L

IC. #

004

2596

A

GENERAL NOTES1. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGEWITH FIRE ACCESS MAN DOORS AT 100' MAXIMUM O.C. ASEPERATE PERMIT IS REQUIRED FOR ANY RACKING CONVEYERSYSTEM.2. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIREDEPARTMENT.

3. COLUMNS ARE TO RECEIVE GRAY PRIMER ONLY. ALL GYPSUMBOARD WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE PAINTTO COVER.

6. SLOPE POUR STRIP 1/4" TO ALL EXTERIOR ROLL-UP & MAN DOORENTRANCES.

7. CONTRACTOR TO PROTECT AND KEEP FLOOR SLAB CLEAN. ALLEQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS.8. TACITILE EXIT SINGS SHALL BE PROVIDED AS REQUIRED BY 2006 IBCSECTION 1011.39. BUILDING FLOOR SLAB: (VERIFY W/ STRUCTURAL DRAWINGS)

A. 6" THICKB. #4 DOWELS AT ALL CONSTRUCTIONAND CONTROL JOINTS.C. 4,500 P.S.I. REQUIREMENTD. SLUMP TO BE MAXIMUM 4".E. JOINT SPACING PER A.C.I. MAX. 3TF. SAW-CUT DEPTH 1/4T. NO SOFT SAWCUTTING.

10. CONCRETE SLAB TO HAVE STEEL TROWEL BURNISHED POLISHEDFINISH.

11. CONTRACTOR TO SEAL FLOOR WITH "ASHFORD" OR EQUIVILENTFLOOR HARDENER..

12. CONCRETE SLAB NOT DESIGNED FOR CRANES OR CONCRETETRUCKS.

13. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR MATERIALS,COLORS, FINISHES, ETC. ARE CONSISTANT WITH THE BALANCE OFTHE BUSINESS CENTER SITE DEVELOPMENT.

14. APPROVED ADDRESS TO BE PROVIDED IN A LEGIABLE AND VISIBLELOCATION PER LOCAL CODES.

15. FIRE RISER DOOR SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITEUTILITIES, CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.

5. ALL MAN DOOR IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGNS.

GENERAL NOTES

MATERIALS, COLORS, FINISHES, ETC. ARE CONSISTENT WITH THOSEOF THE BALANCE OF THE RETAIL CENTER & SITE DEVELOPMENTDESIGN GUIDELINES. CONTACT THE GENERAL CONTRACTOR IN ANY CASE OF DISCREPANCIES.PRIOR TO PAINT BEING APPLIED TO ANY PORTION OF THE BUILDING, THE CONTRACTOR SHALL PAINT A TEST INSPECTEDAND APPROVED BY THE GENERAL CONTRACTOR AND OWNER.

APPROVED ADDRESS TO PROVIDE IN A LEGIABLE AND VISIBLE LOCATION PER LOCAL CODES.

FIRE RISER ROOM SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4.

3.

2.

1. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR

ALUMINUM STOREFRONT SYSTEM DUAL GLAZE- SEE SHEET A7.0

AUTOMATIC SPRINKLER RISER WITH WATER LINE FROM A.S.R. TOON-SITE MAIN WATER LINE, INCLUDING BUT NOT LIM ITED TO P.I.V.DETECTOR CHECKS AND UNDERGROUND VAULT COMPLETE ASREQUIRED.

CONCRETE ELECTRICAL PAD

GAS METER LOCATION- SEE CIVIL DRAWINGS

ROOF ACCESS LADDER - SEE DETAIL-SEE DETAIL 1/AD2.0

ELECTRICAL SWITCH GEAR- SEE ELECTRICAL DRAWINGS.

2

3

4

5

6

7

1

8

KEY NOTES

9

CONCRETE TILT-UP WALLS - SEE STRUCTURAL DRAWINGS

10

CONCRETE TILT-UP WALL JOINTS - SEE DETAIL 1,2&4/AD1.0

11

ROOF DOWN SPOUTS - SEE DETAIL 7,8 & 10/AD1.0

12

13

MAN DOORS - SEE SHEET A6.0

1-HOUR WALL - SEE DETAIL 5/AD2.0

CONCRETE POUR STRIP - SEE STRUCTURAL DRAWINGS

WALL LEGEND

7-1/4" THICK CONCRETE PANELS SEE SHEETS A5.0 & A5.1 EXTERIOR FULL HEIGHT CONCRETE PANELS1

2 NEW 5/8" GYP. BRD. BOTH SIDES OF (600S125-43)18 GA. METAL STUDS @ 16" O.C. R-11 UNFACED BATT INSULATION

FULL HEIGHT 1-HOUR RATED

(SEE DETAIL 1&2/G1.0, 5/AD2.0)

FOR WALL SECTIONS.

OVERHEAD DOORS - SEE SHEET A6.0

3 NEW 5/8" GYP. BRD. INTERIOR SIDE, 5/8" PLYWOOD EXTERIOR SIDE

18 GA. METAL STUDS @ 16" O.C. R-11 UNFACED BATT SOUND INSULATION

EXTERIOR WALL

(SEE DETAIL 7/AD2.0)

W/(3) COAT EXTERIOR STUCCO FINISH

14 4" BOLLARDS - SEE DETAIL (11/AS2.0) AT EACH END OF O.H. DOOR.

A

C

B

1 2 3 4 5 6

7'-8" 5'-8 1/4" 16'-1 1/4"

9'-0"14'-8"

24'-3 7/8"

7'-0"11'-2 1/2"

29'-5 1/2"

80'-0"

60'-0"

SU

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OFFIC

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US

E106

RE

STR

OO

M102

OFFIC

E104

OP

EN

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CE

PTIO

N101

Copyright © Material

None of the materials provided on this document may be used, reproduced ortransmitted, in whole or in part, in any form or by any means, electronic or mechanical,including photocopying, recording or the use of any information storage and retrievalsystem without the permission in writing from the publisher. To request such permission andfor future inquires, contact L M Construction Co. LLC. Furthermore, the works ofauthorship contained in these plans, including but not limited to all design, text andimages, are owned, except as otherwise stated, by L M Construction Co. LLC.or one of its affiliates and may not be copied, reproduced, transmitted, displayed,performed, distributed, rented, sub licensed, altered, stored for subsequentuse in whole or in part in any manner without the expressed written consent ofL M Construction Co. LLC.

USE OF THESE DRAWINGS IS LIMITED TO A SPECIFIED PROJECT FORPERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE PROJECT.

NORTHNORTH

A

C

B

1 2 3 4 5 6

RE

CE

PTIO

N101

RE

STR

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M102

OFFIC

E105

OFFIC

E104

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E106

18'-4"9'-0"

15'-5 1/4" 6'-0 1/4" 7'-8"

80'-0"

29'-5 1/2"

7'-0"11'-2 1/2"

28'-11 1/8"

SU

ITE 104

RE

STR

OO

M103

Copyright © Material

None of the materials provided on this document may be used, reproduced ortransmitted, in whole or in part, in any form or by any means, electronic or mechanical,including photocopying, recording or the use of any information storage and retrievalsystem without the permission in writing from the publisher. To request such permission andfor future inquires, contact L M Construction Co. LLC. Furthermore, the works ofauthorship contained in these plans, including but not limited to all design, text andimages, are owned, except as otherwise stated, by L M Construction Co. LLC.or one of its affiliates and may not be copied, reproduced, transmitted, displayed,performed, distributed, rented, sub licensed, altered, stored for subsequentuse in whole or in part in any manner without the expressed written consent ofL M Construction Co. LLC.

USE OF THESE DRAWINGS IS LIMITED TO A SPECIFIED PROJECT FORPERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE PROJECT.

NORTHNORTH

BUILDING FEATURES

¾ ±24,000 total sf

¾ Concrete tilt-up construction

¾ Aluminum storefront windows

¾ Grade level loading (12’ x 14’)

¾ 18’ clear height

¾ Power: 200A, 110/208V, 3-phase

¾ Sprinklers

¾ Parking ratio: 2.5/1,000 sf

Building Suite Available SF Office SF Warehouse SF Grade Level Loading

Lease Rate $/sf NNN $/sf

E 500 ±2,340 BTS BTS 1 (12’ x 14’) $1.10 TBD

E 520 ±2,400 BTS BTS 1 (12’ x 14’) $1.10 TBD

E 560 ±4800 ±700 ±4,100 2 (12’ x 14’) $1.10 TBD

E 570 ±4,800 ±700 ±4,100 2 (12’ x 14’) $1.10 TBD

E 590 ±2,342 BTS BTS 1 (12’ x 14’) $1.10 TBD

N

560

560

570

570

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

SOUTHWEST SUNSET CORPORATE CENTER6658 West Sunset Road • Las Vegas • NV 89118

The information contained herein was obtained from sources deemed reliable; however, Avison Young makes no guarantees or representations as to the accuracy thereof. The presentation of this property is submitted subject to errors, changes of price or conditions prior to sale or lease, or withdrawal of notice.

A

C

B

1 2 3 4 5 6

4'-0

"

49'-0

"16

'-0"

3'-0

"

34'-0

"22

'-0"

45'-0

"45

'-0"

90'-0

"

9'-0" 3'-0"

4'-0" 9'-8" 7'-4" 6'-0" 6'-6" 6'-0" 6'-8" 9'-8" 8'-0" 6'-0" 6'-6" 6'-0" 7'-6" 9'-8" 6'-8" 9'-8" 8'-0" 6'-0" 6'-0" 6'-0" 6'-8" 6'-0" 6'-0" 6'-0" 6'-8" 6'-0" 6'-6" 6'-0" 7'-4" 9'-8" 4'-0"

18'-0" 25'-0" 34'-0" 26'-0" 34'-0" 18'-0"

60'-0" 60'-0" 60'-0" 60'-0" 60'-0"

22'-0

"34

'-0"

34'-0

"

7'-6" 9'-8" 8'-0" 9'-8" 9'-8" 8'-0" 8'-0" 9'-8" 9'-8" 7'-6"

18'-0

"4'

-0"

34'-0

"

26'-0" 34'-0" 26'-0" 34'-0" 25'-0"

31'-0" 30'-0" 30'-0" 30'-0" 29'-0" 29'-0" 30'-0" 30'-0" 30'-0" 31'-0"

300'-0"

3'-0

"16

'-0"

71'-0

"

12'-0" 3'-0"3'-0" 4'-0" 8'-0" 12'-0" 3'-0" 4'-0" 8'-0" 12'-0" 3'-0"3'-0" 4'-0" 8'-0" 12'-0" 3'-0"3'-0" 4'-0" 8'-0" 12'-0" 3'-0"3'-0"3'-0"3'-0"3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 8'-0" 4'-0" 3'-0"3'-0" 12'-0" 3'-6"3'-0" 2'-6"

1'-0

"

5'-10 3/4"

8'-4

3/4

"

4'-0

"

3'-8"

SCALE: 3/32"= 1'-0"

FLOOR PLAN - BLDG F1

Cop

yrig

ht

©M

ater

ial

None

of t

he m

ater

ials

prov

ided

on

this

docu

men

t may

be

used

, rep

rodu

ced

ortra

nsm

itted,

in w

hole

or in

par

t, in

any f

orm

or b

y any

mea

ns, e

lectro

nic o

r mec

hanic

al,inc

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pho

toco

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, rec

ordin

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the

use

of a

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form

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and

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thout

the pe

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writi

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om th

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requ

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and

for f

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M C

onst

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ion

Co. L

LC. F

urth

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the

work

s of

auth

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in th

ese

plan

s, in

cludi

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ut n

ot lim

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to a

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Co. L

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OF

THES

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IS L

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.50

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AM

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SU

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#H

LAS

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GA

S, N

EV

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A 8

9118

(702

) 262

-603

2, F

AX

(702

) 262

-615

0N

EV

AD

A L

IC. #

004

2596

A

GENERAL NOTES1. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGEWITH FIRE ACCESS MAN DOORS AT 100' MAXIMUM O.C. ASEPERATE PERMIT IS REQUIRED FOR ANY RACKING CONVEYERSYSTEM.2. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIREDEPARTMENT.

3. COLUMNS ARE TO RECEIVE GRAY PRIMER ONLY. ALL GYPSUMBOARD WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE PAINTTO COVER.

6. SLOPE POUR STRIP 1/4" TO ALL EXTERIOR ROLL-UP & MAN DOORENTRANCES.

7. CONTRACTOR TO PROTECT AND KEEP FLOOR SLAB CLEAN. ALLEQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS.8. TACITILE EXIT SINGS SHALL BE PROVIDED AS REQUIRED BY 2006 IBCSECTION 1011.39. BUILDING FLOOR SLAB: (VERIFY W/ STRUCTURAL DRAWINGS)

A. 6" THICKB. #4 DOWELS AT ALL CONSTRUCTIONAND CONTROL JOINTS.C. 4,500 P.S.I. REQUIREMENTD. SLUMP TO BE MAXIMUM 4".E. JOINT SPACING PER A.C.I. MAX. 3TF. SAW-CUT DEPTH 1/4T. NO SOFT SAWCUTTING.

10. CONCRETE SLAB TO HAVE STEEL TROWEL BURNISHED POLISHEDFINISH.

11. CONTRACTOR TO SEAL FLOOR WITH "ASHFORD" OR EQUIVILENTFLOOR HARDENER..

12. CONCRETE SLAB NOT DESIGNED FOR CRANES OR CONCRETETRUCKS.

13. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR MATERIALS,COLORS, FINISHES, ETC. ARE CONSISTANT WITH THE BALANCE OFTHE BUSINESS CENTER SITE DEVELOPMENT.

14. APPROVED ADDRESS TO BE PROVIDED IN A LEGIABLE AND VISIBLELOCATION PER LOCAL CODES.

15. FIRE RISER DOOR SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITEUTILITIES, CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS.

5. ALL MAN DOOR IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGNS

GENERAL NOTES

MATERIALS, COLORS, FINISHES, ETC. ARE CONSISTENT WITH THOSEOF THE BALANCE OF THE RETAIL CENTER & SITE DEVELOPMENTDESIGN GUIDELINES. CONTACT THE GENERAL CONTRACTOR IN ANY CASE OF DISCREPANCIES.PRIOR TO PAINT BEING APPLIED TO ANY PORTION OF THE BUILDING, THE CONTRACTOR SHALL PAINT A TEST INSPECTEDAND APPROVED BY THE GENERAL CONTRACTOR AND OWNER.

APPROVED ADDRESS TO PROVIDE IN A LEGIABLE AND VISIBLE LOCATION PER LOCAL CODES.

FIRE RISER ROOM SHALL BE LABELED PER LOCAL FIRE CODEREQUIREMENTS.

4.

3.

2.

1. CONTRACTOR SHALL CONFIRM THAT ALL EXTERIOR

KEY NOTES

ALUMINUM STOREFRONT SYSTEM DUAL GLAZE- SEE SHEET A7.0

AUTOMATIC SPRINKLER RISER WITH WATER LINE FROM A.S.R. TOON-SITE MAIN WATER LINE, INCLUDING BUT NOT LIM ITED TO P.I.V.DETECTOR CHECKS AND UNDERGROUND VAULT COMPLETE ASREQUIRED.

CONCRETE ELECTRICAL PAD

GAS METER LOCATION- SEE CIVIL DRAWINGS

ROOF ACCESS LADDER - SEE DETAIL-SEE DETAIL 1/AD2.0

ELECTRICAL SWITCH GEAR- SEE ELECTRICAL DRAWINGS.

2

3

4

5

6

7

1

8

9

CONCRETE TILT-UP WALLS - SEE STRUCTURAL DRAWINGS

10

CONCRETE TILT-UP WALL JOINTS - SEE DETAIL 1,2&4/AD1.0

11

ROOF DOWN SPOUTS - SEE DETAIL 7,8 & 10/AD1.0

12

13

MAN DOORS - SEE SHEET A6.0

1-HOUR WALL - SEE DETAIL 5/AD2.0

CONCRETE POUR STRIP - SEE STRUCTURAL DRAWINGS

OVERHEAD DOORS - SEE SHEET A6.0

WALL LEGEND

7-1/4" THICK CONCRETE PANELS SEE SHEETS A5.0 & A5.1 EXTERIOR FULL HEIGHT CONCRETE PANELS1

2 NEW 5/8" GYP. BRD. BOTH SIDES OF (600S125-43)18 GA. METAL STUDS @ 16" O.C. R-11 UNFACED BATT INSULATION

FULL HEIGHT 1-HOUR RATED

(SEE DETAIL 1&2/G1.0, 5/AD2.0)

FOR WALL SECTIONS.

3 NEW 5/8" GYP. BRD. INTERIOR SIDE, 5/8" PLYWOOD EXTERIOR SIDE

18 GA. METAL STUDS @ 16" O.C. R-11 UNFACED BATT SOUND INSULATION

EXTERIOR WALL

(SEE DETAIL 7/AD2.0)

W/(3) COAT EXTERIOR STUCCO FINISH

14 4" BOLLARDS - SEE DETAIL (11/AS2.0) AT EACH END OF O.H. DOOR

A

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B

1 2 3 4 5 6

RE

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N101

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M102

CO

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BA

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E105

OFFIC

E104

WA

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US

E106

OFFIC

E103

OP

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WA

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US

E105

IT RM

103R

ES

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102

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N101

90'-0"

14'-4"9'-0"

16'-1 3/4" 6'-0 1/4" 7'-4"

30'-0" 30'-0"

9'-0"18'-4"

28'-4"

SU

ITE 106

SU

ITE 107

5'-4" 7'-8 1/4" 15'-9 3/4"

Copyright © Material

None of the materials provided on this document may be used, reproduced ortransmitted, in whole or in part, in any form or by any means, electronic or mechanical,including photocopying, recording or the use of any information storage and retrievalsystem without the permission in writing from the publisher. To request such permission andfor future inquires, contact L M Construction Co. LLC. Furthermore, the works ofauthorship contained in these plans, including but not limited to all design, text andimages, are owned, except as otherwise stated, by L M Construction Co. LLC.or one of its affiliates and may not be copied, reproduced, transmitted, displayed,performed, distributed, rented, sub licensed, altered, stored for subsequentuse in whole or in part in any manner without the expressed written consent ofL M Construction Co. LLC.

USE OF THESE DRAWINGS IS LIMITED TO A SPECIFIED PROJECT FORPERSONS NAMED HEREON AND FOR THE CONSTRUCTION OF ONE PROJECT.

NORTH

NORTH

BUILDING FEATURES

¾ ±27,000 total sf

¾ Concrete tilt-up construction

¾ Aluminum storefront windows

¾ Grade level loading (12’ x 14’)

¾ 18’ clear height

¾ Power: 200A, 110/208V, 3-phase

¾ Sprinklers

¾ Parking ratio: 2.5/1,000 sf

Building Suite Available SF Office SF Warehouse SF Grade Level Loading

Lease Rate $/sf NNN $/sf

F 600 ±2,640 BTS BTS 1 (12’ x 14’) $1.10 TBD

F 610 ±2,700 BTS BTS 1 (12’ x 14’) $1.10 TBD

F 660 ±2,600 ±840 ±1,760 1 (12’ x 14’) $1.10 TBD

F 670 ±2,700 ±700 ±2,000 3 (12’ x 14’) $1.10 TBD

N

660670

660670

JOE LEAVITTPrincipal

C 702.303.7893 [email protected]

CHRIS LEXISPrincipal

C 702.376.8500 [email protected]

SOUTHWEST SUNSET CORPORATE CENTER6658 West Sunset Road • Las Vegas • NV 89118

The information contained herein was obtained from sources deemed reliable; however, Avison Young makes no guarantees or representations as to the accuracy thereof. The presentation of this property is submitted subject to errors, changes of price or conditions prior to sale or lease, or withdrawal of notice.

SUBJECT