FOR LEASE

Canton Business Park Phase II, Building 3Michigan Avenue | Canton, Michigan

Property Highlights

FOR LEASE

Canton Business Park Phase II, Building 3Canton, Michigan

Address 48610 Michigan AvenueCanton, MI 48188

Total Park SF Phase II is comprised of 3 buildings totaling 880,000 SF

Total Building SF 400,000 SFDivisible to 92,450 SF

Land Area 86.9 acres

Office Area To suit, designed to accommodate two-story office

Clear Height 36’

Col. Spacing 50’ x 50’ and 65’ x 50’

Speed Bay 65’ bay at truck doors

Truck Docks Up to (40) 10’ x 10’

Drive-ins Multiple 12’ x 14’ doors

Truck Court 216’ deep; heavy duty concrete

Zoning Light Industrial Research (LI-R)

Parking Up to 790 spaces

Fire Protection ESFR

Asking Rate $6.75/SF NNNReflects 3% office

New three-building development totaling 880,000 SF. Well-positioned on Michigan Avenue (M-12) between I-96 and I-94, just 3.75 miles west of I-275.

High-image construction, prominent entryways, and expansive window lines set Canton Business Park Phase II apart from the ordinary.

Park Site Plan

Build

ing

4

Build

ing

5

Tony AvendtSenior Director+1 248 358 6115tony.avendt@cushwake.com

27777 Franklin Road, Suite 1050Southfield, MI 48034+1 248 358 6100cushmanwakefield.com

Cushman & Wakefield Copyright 2018. No warranty or representation, express or implied, is made to the accuracy or completeness of the information contained herein, and same is submitted subject to errors, omissions, change of price, rental orother conditions, withdrawal without notice, and to any special listing conditions imposed by the property owner(s). As applicable, we make no representation as to the condition of the property (or properties) in question.

FOR LEASE

Canton Business Park Phase II, Building 3Canton, Michigan

65'-0"50'-0"(TYP.)

65'-0" 50'-0"(TYP.)

430'

-0"

65'-0

"50

'-0"

(TYP

.)65

'-0"

50'-0

"(T

YP.)

PROPOSEDBUILDINGENTRY

PROPOSEDBUILDING

ENTRYPROPOSEDBUILDINGENTRY

317'-6"295'-0"317'-6"

10'-0" X 10'-0" TRUCK DOCK DOORS TYPICAL12'-0" X 14'-0"OVERHEADDOOR

12'-0" X 14'-0"OVERHEADDOOR

PROPOSED BUILDING 3400,000 S.F.

PROPOSEDBUILDINGENTRY

47'-2" 47'-2"

60'-0

"

24'-2

"

24'-2

"

430'

-0"

65'-0

"50

'-0"

(TYP

.)65

'-0"

50'-0

"(T

YP.)

930'-0"

c Copyright 2016, Faudie Architecture, Inc.

DAT

E:

DRAWING DATE:

PROJECT NUMBER:

SHEET NUMBER:

ISSU

ED F

OR

:

PFP-3

2-16-18

17045

CAN

TON

BU

SIN

ESS

PAR

K - B

UIL

DIN

G '3

'C

ANTO

N T

WP,

MI

SCALE:

NORTH

1" = 40'1PRELIMINARY FLOOR PLAN

6-14

-17

SITE

PLA

N A

PPR

OVA

L

APPLICABLE CODES:2015 MICHIGAN BUILDING CODE2015 MICHIGAN PLUMBING CODE2015 MICHIGAN MECHANICAL CODE2014 MICHIGAN ELECTRICAL CODE

OCCUPANCY CLASSIFICATION:USE GROUP 'B' (BUSINESS) / 'F-1' (FACTORY) / 'S-1' STORAGENON SEPARATED MIXED USES - THE MOSTRESTRICTIVE 'F-1' SHALL BE APPLIED TO ENTIREBUILDING

CONSTRUCTION CLASSIFICATION:TYPE IIB

FIRE SUPPRESSION:BUILDING WILL BE COMPLETELY PROTECTED BY ANAPPROVED AUTOMATIC FIRE SUPPRESSION SYSTEM

BUILDING AREA:OFFICE 80,000 S.F. GROSSFACTORY 240,000 S.F. GROSSWAREHOUSE 80,000 S.F. GROSS

TOTAL 400,000 S.F. GROSS

ALLOWABLE BUILDING AREA: USE MORE RESTRICTIVE 'F-1' USE FOR ENTIRE BUILDINGAREA ALLOWED = TABULAR AREA + FRONTAGE INCREASE

= TABULAR AREA AT + (NS x IF)

- TABULAR AREA (AT) ALLOWED (MBC TABLE 503, 'F-1' USE, 'II B' CONSTRUCTION = 62,000 S.F.

- FRONTAGE INCREASE (IF) ALLOWED (MBC 506.2)

100 OPEN PERIMETER - 0.25 W TOTAL PERIMETER 30

100 1,373'-3" L.F. -0.25 30 = 100 [0.75] (1) = 75% INCREASE ALLOWED 1,373'-3" L.F. 30

TOTAL AREA ALLOWED = 62,000 S.F. + (15,500 x 0.75)

= 62,000 S.F. + 11,625 = 73,625 S.F. PER FLOOR= 73,625 S.F. ALLOWED < 400,000 S.F. PROPOSED

BUILDING WILL BE CONSIDERED AN 'UNLIMITED AREA BUILDING' AND WILL CONFORM TOTHE PROVISIONS OF MBC SECTION 507

ALLOWABLE BUILDING HEIGHT:ALLOWABLE BUILDING HEIGHT = 50'-0"PROPOSED BUILDING HEIGHT = 42'-0"

OCCUPANT LOAD:- PER MBC (MBC TABLE 1004.1.2)

- 400,000 S.F. GROSS MINUS 2,720 S.F. PERIMETER WALL THICKNESS = 397,280 S.F- OFFICE AREA: 79,456 S.F. / 100 S.F. PER OCC. = 795 OCC.- FACTORY: 238,368 S.F. / 100 S.F. PER OCC. = 2,384 OCC.- WAREHOUSE: 79,456 S.F. / 300 S.F. PER OCC. = 265 OCC.

3,444 OCC.

MINIMUM NUMBER OF EXITS:3,444 OCCUPANTS = 4 EXITS REQUIRED (MBC 1006.2.1.1)

10 EXITS PROVIDED

1-26

-18

S.P.

A. R

ESU

BMIT

TAL

2-16

-18

S.P.

A. R

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ORIGINAL ISSUE DATE:

DRAWING NUMBER:

REV

ISIO

NS

THIS DRAWING AND DESIGN ARE THE PROPERTY OFPEA, INC. THEY ARE SUBMITTED ON THE CONDITIONTHAT THEY ARE NOT TO BE USED, REPRODUCED, ORCOPIED, IN WHOLE OR IN PART, OR USED FORFURNISHING INFORMATION TO OTHERS, WITHOUT THEPRIOR WRITTEN CONSENT OF PEA, INC. ALL COMMONLAW RIGHTS OF COPYRIGHT AND OTHERWISE AREHEREBY SPECIFICALLY RESERVED. © 2017 PEA, INC.

CONSTRUCTION CONTRACTOR AGREES THAT INACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, CONSTRUCTIONCONTRACTOR WILL BE REQUIRED TO ASSUME SOLEAND COMPLETE RESPONSIBILITY FOR JOB SITECONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING SAFETY OF ALL PERSONSAND PROPERTY; THAT THIS REQUIREMENT SHALL BEMADE TO APPLY CONTINUOUSLY AND NOT BE LIMITEDTO NORMAL WORKING HOURS, AND CONSTRUCTIONCONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY AND HOLD DESIGN PROFESSIONALHARMLESS FROM ANY AND ALL LIABILITY, REAL ORALLEGED, IN CONNECTION WITH THE PERFORMANCEOF WORK ON THIS PROJECT EXCEPTING LIABILITYARISING FROM THE SOLE NEGLIGENCE OF THE DESIGNPROFESSIONAL.

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CAUTION!!THE LOCATIONS AND ELEVATIONS OF EXISTINGUNDERGROUND UTILITIES AS SHOWN ON THISDRAWING ARE ONLY APPROXIMATE. NO GUARANTEE ISEITHER EXPRESSED OR IMPLIED AS TO THECOMPLETENESS OR ACCURACY THEREOF. THECONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLEFOR DETERMINING THE EXACT UTILITY LOCATIONS ANDELEVATIONS PRIOR TO THE START OF CONSTRUCTION.

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www.missdig.net1-800-482-7171(TOLL FREE)

Know what's belowCall before you dig

DAT

EC

HK

No.

BY

JUNE 14, 2017

NOT FOR CONSTRUCTION C-2.1SCALE: 1" = 50'

ORIGINAL ISSUE DATE:

DRAWING NUMBER:

RE

VIS

IO

NS

THIS DRAWING AND DESIGN ARE THE PROPERTY OF

PEA, INC. THEY ARE SUBMITTED ON THE CONDITION

THAT THEY ARE NOT TO BE USED, REPRODUCED, OR

COPIED, IN WHOLE OR IN PART, OR USED FOR

FURNISHING INFORMATION TO OTHERS, WITHOUT THE

PRIOR WRITTEN CONSENT OF PEA, INC. ALL COMMON

LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE

HEREBY SPECIFICALLY RESERVED. © 2017 PEA, INC.

CONSTRUCTION CONTRACTOR AGREES THAT IN

ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, CONSTRUCTION

CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE

AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION

OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS

AND PROPERTY; THAT THIS REQUIREMENT SHALL BE

MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED

TO NORMAL WORKING HOURS, AND CONSTRUCTION

CONTRACTOR FURTHER AGREES TO DEFEND,

INDEMNIFY AND HOLD DESIGN PROFESSIONAL

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE PERFORMANCE

OF WORK ON THIS PROJECT EXCEPTING LIABILITY

ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN

PROFESSIONAL.

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CAUTION!!

THE LOCATIONS AND ELEVATIONS OF EXISTING

UNDERGROUND UTILITIES AS SHOWN ON THIS

DRAWING ARE ONLY APPROXIMATE. NO GUARANTEE IS

EITHER EXPRESSED OR IMPLIED AS TO THE

COMPLETENESS OR ACCURACY THEREOF. THE

CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE

FOR DETERMINING THE EXACT UTILITY LOCATIONS AND

ELEVATIONS PRIOR TO THE START OF CONSTRUCTION.

DE

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3 FULL WORKING DAYS

BEFORE YOU DIG CALL

www.missdig.net

1-800-482-7171

(TOLL FREE)

MISS DIG System, Inc.

811

Know what's below

Callbefore you dig

DA

TE

CH

KN

o.

BY

JUNE 14, 2017

NOT FOR CONSTRUCTION

C-2.2

PR

EL

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IN

AR

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N - S

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SCALE: 1" = 50'

25'-4

"16

'-8"

T.O.S.@ 39'-4" A.F.F.

FINISH FLOOR@ 0'-0" A.F.F.

42'-0

"

28

2

797 77777

112 2

12 5

MATERIAL CALCULATIONS16,131 S.F. = 88.8%

TOTAL 18,164 S.F. = 100.0%

INSULATED CONC. PANELS WITH ACCENTTEXTURE.

1,319 S.F. = 7.3%1" TINTED LOW 'E' INSUL. GLAZING IN CLEARANOD. ALUM. THERMAL BREAK FRAMES.

9

1" TINTED INSUL. SPANDREAL IN CLEAR ANOD.ALUM. THERMAL BREAK FRAMES.

ALUMINUM COMPOSITE METAL PANEL SYSTEM(ACM) 80 S.F. = 0.4%

634 S.F. = 3.5%8

7

1

25'-4

"16

'-8"

42'-0

"

2 8

2

7 9 77 7 7 7 7

1 1 22

12

T.O.S.@ 39'-4" A.F.F.

FINISH FLOOR@ 0'-0" A.F.F.

5

8'-4

"

8" CMU BLOCK

1x6 TREATED WOODGATES

CONC. TRENCHFOOTING BELOW

8" 12'-0" 8"

8"11

'-0"

8'-4

"

TRASH RECEPTACLES

5PE-3-2

SCALE: 1/4" = 1'-0"3DUMPSTER ENCLOSURE PLAN

SCALE: 1/4" = 1'-0"4DUMPSTER ENCLOSURE ELEVATION

4" GATE POST W/ 1x6TREATED WOOD GATES

6" DIA. CONC. FILLED STEELGRARD POSTS W/ 18" DIA. x3'-6" DEEP CONC. POSTFOOTING (TYP.)

20'-0

"

8'-0

"8"

3'-6

"

1'-2"

6" CONC. SLAB W/ 6x6 W 1.9 x W1.9 W.W.F. ON MIN 6" WELLCOMPACTED SAND BASE

1'-2" x 3'-6" CONCRETE TRENCHFOOTING W/ 2-#5 TOP ANDBOTTOM

1/2" EXPANSION JOINTMATERIAL AND SEALANT

PAN FLASHING SYSTEM ANDDRAINAGE MATERIAL

GROUT FIRST COURSE SOLID

SCALE: 3/4" = 1'-0"5DUMPSTER ENCLOSURE SECTION

#4 VERT. BARS @ 32"O.C. TYP

8" SPLIT FACE CMU (STAINED)W/ HORIZ. JOINT REINF. @16"O.C. AND #4 VERT. BARS @ 32"O.C.

PRECAST CONC. SLOPED CAP

PROVIDE WEATHERRESISTANT SLEEVE SEAL AS REQ'D SINGLE PLY

AND PLATE TO STEELWELD TUBE SECTION

C4x5.4

METAL CAP

C4x5.4

TS 4x4x1/4 W 3/4"BASE PL. & 1/4"CAP PL.

METAL DRIP

METAL PANEL

DIA. 3x3x1/4 DIAG.

ROOF CONSTRUCTION

JOIST AS REQ'D.

BRACING TYPICAL

SCALE: 3/4" = 1'-0"6ROOF SCREEN DETAIL

CL

CL T.S.

CLDIA. 2x2x1/4CROSS-BRIDGING (TYP)

EL 41'-4" A.F.F.

NOTE:LOCATION OF ROOF UNITST.B.D.

EL 49'-4" A.F.F.

MATERIAL CALCULATIONS16,131 S.F. = 88.8%

TOTAL 18,164 S.F. = 100.0%

INSULATED CONC. PANELS WITH ACCENTTEXTURE.

1,319 S.F. = 7.3%1" TINTED LOW 'E' INSUL. GLAZING IN CLEARANOD. ALUM. THERMAL BREAK FRAMES.

9

1" TINTED INSUL. SPANDREAL IN CLEAR ANOD.ALUM. THERMAL BREAK FRAMES.

ALUMINUM COMPOSITE METAL PANEL SYSTEM(ACM) 80 S.F. = 0.4%

634 S.F. = 3.5%8

7

1

SCALE: 1/16" = 1'-0"2ENLARGED WEST ELEVATION

c Copyright 2016, Faudie Architecture, Inc.

DAT

E:

DRAWING DATE:

PROJECT NUMBER:

SHEET NUMBER:

ISSU

ED F

OR

:

PE-3-2

2-16-18

17045

CAN

TON

BU

SIN

ESS

PAR

K - B

UIL

DIN

G '3

'C

ANTO

N T

WP,

MI

6-14

-17

SITE

PLA

N A

PPR

OVA

L

SCALE: 1/16" = 1'-0"2ENLARGED EAST ELEVATION

1-26

-18

S.P.

A. R

ESU

BMIT

TAL

2-16

-18

S.P.

A. R

ESU

BMIT

TAL

FINISH FLOOR@ 0'-0" A.F.F.

T.O.S.@ 39'-4" A.F.F.

42'-0

"

1

7 5

1

75

T.O.S.@ 39'-4" A.F.F.

FINISH FLOOR@ 0'-0" A.F.F.

42'-0

"

16'-8

"25

'-4"

1 2

7 7

18

9 67779 66

8 121

7

42'-0

" 31'-0

"11

'-0"

12

77

1 8

96 7

42'-0

"

T.O.S.@ 39'-4" A.F.F.

FINISH FLOOR@ 0'-0" A.F.F.

42'-0

"

42'-0

"

42'-0

"

114 35 53 105

MATERIAL CALCULATIONS39,211 S.F. = 98.8%

TOTAL 39,680 S.F. 100.0%

11 INSULATED CONC. PANELS WITH ACCENTTEXTURE.

469 S.F. = 1.2%7 1" TINTED LOW 'E' INSUL. GLAZING IN CLEARANOD. ALUM. THERMAL BREAK FRAMES.

MATERIAL CALCULATIONS29,290 S.F. = 74.2%

TOTAL 39,453 S.F. = 100.0%

INSULATED CONC. PANELS WITH ACCENTTEXTURE.

3,695 S.F. = 9.4%1" TINTED LOW 'E' INSUL. GLAZING IN CLEARANOD. ALUM. THERMAL BREAK FRAMES.

9

1" TINTED INSUL. SPANDREAL IN CLEAR ANOD.ALUM. THERMAL BREAK FRAMES.

ALUMINUM COMPOSITE METAL PANEL SYSTEM(ACM) 613 S.F. = 1.6%

5,855 S.F. = 14.8%8

7

1

1

EXTERIOR MATERIAL SCHEDULE

3

2

4 9'x10' INSULATED OVERHEAD TRUCK DOCK DOOR w/ DOCKLEVELER & SHELTER/SEAL

INSULATED CONC. PANELS WITH ACCENT TEXTURE.

PREFINISHED METAL COPING

12'x14' SECTIONAL INSULATED OVERHEAD GRADE DOOR w/MOTOR OPERATED OPENER

3'x7' H.M. DOOR AND FRAME

CLEAR ANOD. ALUM. ENTRY DOOR w. TEMPERED GLASS

5

6

1" TINTED LOW 'E' INSUL. GLAZING IN CLEAR ANOD. ALUM.THERMAL BREAK FRAMES.

6" DIA. CONC. FILLED STEEL GUARD POST

1 12" DIA. PAINTED STEEL PIPE GUARDRAIL

CONC. TRENCH FOOTING BELOW

1" TINTED INSUL. SPANDREAL IN CLEAR ANOD. ALUM. THERMALBREAK FRAMES.

ALUMINUM COMPOSITE METAL PANEL SYSTEM (ACM)

7

8

9

10

11

12

SCALE: 1/16" = 1'-0"2ENLARGED NORTH ELEVATION

c Copyright 2016, Faudie Architecture, Inc.

DAT

E:

DRAWING DATE:

PROJECT NUMBER:

SHEET NUMBER:

ISSU

ED F

OR

:

PE-3-1

2-16-18

17045

CAN

TON

BU

SIN

ESS

PAR

K - B

UIL

DIN

G '3

'C

ANTO

N T

WP,

MI

SCALE: 1" = 30'-0"1NORTH ELEVATION

SCALE: 1/16" = 1'-0"4ENLARGED SOUTH ELEVATION

SCALE: 1" = 30'-0"3SOUTH ELEVATION

6-14

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