FORLEASE Canton Business Park Phase II, Building 3
Transcript of FORLEASE Canton Business Park Phase II, Building 3
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
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5
Tony AvendtSenior Director+1 248 358 [email protected]
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
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PAR
K - B
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DIN
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'C
ANTO
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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
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2-16
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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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www.missdig.net1-800-482-7171(TOLL FREE)
Know what's belowCall before you dig
DAT
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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.
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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
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BY
JUNE 14, 2017
NOT FOR CONSTRUCTION
C-2.2
PR
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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
-17
SITE
PLA
N A
PPR
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P.A.
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8S.
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