NE 172nd Place & NE 170th Place, Gresham, Oregon
1800 SW First Avenue, Suite 650 | Portland OR 97201 | WWW.MACADAMFORBES.COM | 503.227.2500
Rod Brokenshire 503.972.7281 [email protected]
Stu Peterson, SIOR 503.972.7288 [email protected]
FOR MORE INFORMATION, CONTACT:
FOR SALE OR LEASE
PORTLAND PORTAL INDUSTRIAL CENTER - PHASE II
All of the information contained herein was obtained either from the owner or other parties we consider reliable. We have no reason to doubt its accuracy, however we do not guarantee it.
NE 170th
Pl
NE 172nd Pl
NE Sandy Blvd
NE 181st A
ve
SITE
WWW.MACADAMFORBES.COM | 503.227.2500
PROJECT DETAILS
BUILDING CONSTRUCTION HIGHLIGHTS• Concrete tilt-up construction• 6” reinforced floors• TPO 45 mil roof, 15 year warranty• R-20 rigid insulation• ESFR sprinklers
All of the information contained herein was obtained either from the owner or other parties we consider reliable. We have no reason to doubt its accuracy, however we do not guarantee it.
• Skylights• Lighting: T-5, 15 foot candles• Minimum 800 amp, 480 volt, 3-phase power• 30’ clear height• 319 auto parking spaces
• Zoning: GI, City of Gresham• Buildings may be purchased
individually, fee simple, or as a package
• Call for Sale Pricing• Lease Rate: $0.52/$0.95 NNN
WWW.MACADAMFORBES.COM | 503.227.2500
SITE PLAN
All of the information contained herein was obtained either from the owner or other parties we consider reliable. We have no reason to doubt its accuracy, however we do not guarantee it.
·
·
·
·
·
·
··
WWW.MACADAMFORBES.COM | 503.227.2500
PROPOSED BUILDING A
All of the information contained herein was obtained either from the owner or other parties we consider reliable. We have no reason to doubt its accuracy, however we do not guarantee it.
BUILDING AREA 110,003 SF
LOT SIZE 6.48 Acres
CLEAR HEIGHT 30’
DOCK DOORS 21
GRADE DOORS 2
PARKING 100 auto spaces
POWER 1,200 amp, 480 volt, 3-phase
COMPACTCOMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT
SSSS
SS
SSSS
SSSS
SSSS
SSSS
SSSS
SS SSSS
A10
A10
A9
A9
A8
A8
A7
A7
A6
A6
A5
A5
A4
A4
A3
A3
A2
A2
A1
A1
AF AF
AE AE
AD AD
AC AC
AB AB
AA AA
AA2.10
1
AA2.10
AA2.103
AA2.10
4
2
1AA3.10
2AA3.10
28' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 12' - 6" 13' - 6" 28' - 0"
35' -
0"
60' -
0"
55' -
0"
55' -
0"
55' -
0"
260'
- 0"
26' -
0"
9' -
0"17
' - 0
"26
' - 0
"26
' - 0
"26
' - 0
"26
' - 0
"26
' - 0
"26
' - 0
"26
' - 0
"26
' - 0
"
28' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 52' - 0" 26' - 0" 26' - 0" 26' - 0" 28' - 0"
472' - 0"
35' -
0"
60' -
0"
55' -
0"
55' -
0"
55' -
0"
260'
- 0"
54' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 54' - 0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
AA2.10 5
C.O.
C.O.
CO
L
OSF
OSFC
OL
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
COL
OSF
6' - 6"15' - 0"
6' - 6"5' - 8" 15' - 0" 5' - 4"
3' -
0"20
' - 0
"3'
- 0"
COL
COL
OSF
5' - 4" 15' - 0"6' - 6"
15' - 0"6' - 6"
DS DS DS DS DS DS DS DS
3' -
0"20
' - 0
"3'
- 0"
3' -
0"20
' - 0
"3'
- 0"
COL
OSF
COL
COL
OSFCO
L
OSF O
SF
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
OSF OSFDS
DS
DS DSDS DS DS DS
3' - 2"3' - 4"
3' - 10"
12' - 0"
4' - 0" 2' - 0"
9' - 0" 4' - 0" 9' - 0"
2' - 0"
2' - 0" 9' - 0" 8' - 10"3' - 4"
2' - 10"
TYP AT GRADE DOOR
26' - 0"
TYP AT DOCK DOOR
26' - 0"
TYP AT MAN DOOR
26' - 0"
2' -
10"
3' -
4"19
' - 1
0"19
' - 1
0"3'
- 4"
19' - 10" 3' - 4" 2' - 10"
19' -
10"
3' -
4"2'
- 10
"19
' - 1
0"3'
- 4"
2' -
10"
ELECTRICALFIRE PUMP
FUTU
RE
DEM
ISIN
G W
ALL
60' -
0"
41' - 6" 12' - 6"
12' - 6" 41' - 6"
PAN
EL
PAN
EL
5' - 8"
19' - 10" 3' - 4" 2' - 10"19' - 10"3' - 4"2' - 10"19' - 10"
3' - 4"2' - 10"
3' -
0"11
' - 6
"3'
- 0"
3' -
0"11
' - 6
"3'
- 0"
17' -
6"
17' -
6"
AA4.101
AA4.102
1AA3.20
2AA3.20
3AA3.20
4AA3.20
1AA3.21
2AA3.21
5AA3.20
4AA3.21
3AA3.21
10' -
0"
05-06
05-06 05-06
05-06A5.121
TYP
4" COL
4"
COL
OSF
DOCK HIGH OVERHEAD DOOR
DRIVE IN OVERHEAD DOOR
CENTERLINE
PANEL JOINT
OUTSIDE FACE
CLEAN OUT
DOWNSPOUT LOCATION
OSF
CO
DS
SYMBOLS LEGEND
0
KEYNOTE
GRIDLINE
0
A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.
A. SEE STRUCTURAL FOR ADDITIONAL INFORMATIONC. INSTALL DOOR ARMOR PER AT ALL GRADE ACCESS AND
DOCK-HIGH OVERHEAD DOORS
GENERAL NOTES
/18 A5.11
CONCRETE TILT PANEL - SEE STRUCTURAL ELEVATIONS FOR THICKNESSES
1HR RATED WALL
MACKENZIE ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OFMACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
5/21/2018 12:24:39 PMC:\Users\mnt\Documents\Revit Projects\PANNATTONI\673-PANATTONI-L.rvt As indicated
AA1.11
FLOOR PLAN -BLDG A
MNT
DEP
2949 NE 172ND PLGRESHAM OR, 97230
2170673.00
2018
PROGRESS 5/21/18
PORTLANDPORTAL PH 2
1/16" = 1'-0"AA1.111 FLOOR PLAN
Revision Schedule
Revision Delta Issue Date
05-06 (2) 2'X6' BIKE PARKING RACKS PER DETAIL 17/A5.20. (4) TOTAL BIKE PARKING SPACES PERLOCATION.
KEYNOTESWALL TYPES
WWW.MACADAMFORBES.COM | 503.227.2500
PROPOSED BUILDING B
All of the information contained herein was obtained either from the owner or other parties we consider reliable. We have no reason to doubt its accuracy, however we do not guarantee it.
BUILDING AREA 46,980 SF
LOT SIZE 3.25 Acres
CLEAR HEIGHT 30’
DOCK DOORS 10
GRADE DOORS 2
PARKING 60 auto spaces
POWER 800 amp, 480 volt, 3-phase
1 2 15 16
12111098765
3
4
42
41
40
39
38
37
36
14
13
17
18
19
20
21
22
23
35 34 33 32 31 30 29 28 27 26 25 24
SSSS
SSSS
SSSS
SSSS
SS SSSS
B1
B1
B4
B4
B5
B5
B6
B6
B7
B7
B9
B9
B10
B10
BA BA
BB BB
BC BC
BD BD
BE BE
BA2.10
BA2.10BA2.103
BA2.10
1
2
4
1BA3.10
2BA3.10
28' - 0" 26' - 0" 26' - 0" 52' - 0" 52' - 0" 52' - 0" 26' - 0" 26' - 0" 28' - 0"
316' - 0"
B2
B2
26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"
40' -
0"
60' -
0"
40' -
0"
35' -
0"
175'
- 0"
27' -
0"
27' -
0"
27' -
0"
27' -
0"
27' -
0"
28' - 0" 26' - 0" 26' - 0" 52' - 0" 52' - 0" 52' - 0" 26' - 0" 26' - 0" 28' - 0"
316' - 0"
26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"
40' -
0"
60' -
0"
40' -
0"
35' -
0"
175'
- 0"
27' -
0"
27' -
0"
27' -
0"
27' -
0"
27' -
0"
BA2.10 5
20' -
0"
20' -
0"
20' -
0"
20' -
0"
FD
CO
6' - 6"15' - 0"6' - 6"
OSF
PJ
CO
L
PJ
CO
L
PJ
OSF
PJC
OL
PJC
OL
PJC
OL
PJC
OL
PJ PJ OSF
OSF
5' - 6"
15' - 0"
5' - 6"
28' - 0"
OSF
3' -
0"14
' - 0
"3'
- 0"
3' -
0"14
' - 0
"3'
- 0"
4"
PJ
OSF/PJ
PJ
COL
COL
PJ
PJ
PJ
OSF
OSF
PJ
OSF/PJ
PJ
COL
COL
PJ
PJ
PJ
OSF
OSF C
OL
PJ PJ
CO
L
PJ
CO
L
PJ
CO
L
PJ
CO
L
PJ
CO
L
PJPJ PJ PJ PJ OSF
DSDSDSDSDSDS
DSDS DS DS DS
3' -
0"14
' - 0
"3'
- 0"
3' -
0"14
' - 0
"3'
- 0"
4"
2' - 10" 3' - 4"
3' - 10"
12' - 0"
4' - 0" 2' - 0"
9' - 0" 4' - 0" 9' - 0"
2' - 0" 2' - 10"
3' - 4"
8' - 10"
9' - 0"
2' - 0"TYP AT DOCK DOOR
26' - 0"
TYP AT MAN DOOR
26' - 0"
TYP AT GRADE DOOR
26' - 0"
13' -
4"
3' -
4"10
' - 4
"15
' - 1
0"3'
- 4"
7' -
10"
14' - 8"
TYP AT MAN DOOR
3' - 4" 10' - 0"
44' -
0"
TYP.
13' -
4"
3' -
4"10
' - 4
"
60' -
0"
ELECTRICAL
FUTU
RE
DEM
ISIN
G W
ALL
FIRE PUMP
43' - 0"43' - 0" 11' - 0"
BA4.101 BA4.10
2
26' - 0"
1BA3.20
3BA3.20
2BA3.20
4BA3.20
2BA3.21
1BA3.21
3BA3.21
B3
B3
B8
B8
A5.121
TYP
4BA3.21
11' - 0"
10' -
0"
BA2.105
OH
B101
B102 B103 B104 B105 B106 B107 B108 B109 B110 B111 B112 B113 B114 B115 B116 B117
B118
B119
B120
B121B122B123
B126
B127
B124
B125
COL COL
5' -
0"10
' - 0
"5'
- 0"
20' -
0"
20' -
0"
5' -
0"10
' - 0
"5'
- 0"
20' -
0"
20' -
0"
TYP06-04
PSCJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
PS
PS
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
PS
PS
PS
PS
PS
15' -
0"
15' -
0"
5' -
0"13
' - 4
"13
' - 4
"13
' - 4
"12
' - 6
"12
' - 6
"12
' - 6
"12
' - 6
"10
' - 0
"
TYP
13' - 0"5' - 0" 5' - 0"
5' - 0"5' - 0"
5' -
4"
5' -
4"11
' - 8
"11
' - 8
"11
' - 8
"
11' -
8"
11' -
8"
11' -
8"
BA4.103
A5.112
TYP
A5.111
TYP
03-0303-03TYP05-07 TYP03-09
03-08
03-08
22-01
03-11
05-08 05-08
TYP03-10 TYP03-10
05-06
05-068A5.11
TYP
03-0703-07
05-04 05-04
TYP08-11
TYP08-10
22-02
A5.212
SIM
TYP11-01TYP08-02
110.65SEE CIVIL
03-0203-02
112.63SEE CIVIL
115.59SEE CIVIL
114.20SEE CIVIL
115.18SEE CIVIL
110.10SEE CIVIL
A5.221
SIM
DOCK HIGH OVERHEAD DOOR
DRIVE IN OVERHEAD DOOR
CENTERLINE
PANEL JOINT
OUTSIDE FACE
CLEAN OUT
DOWNSPOUT LOCATION
OSF
CO
DS
SYMBOLS LEGEND
0
KEYNOTE
GRIDLINE
0VAPOR BARRIER
FLOOR DRAIN FD
SANITARY SEWER
A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.
A. SEE STRUCTURAL FOR ADDITIONAL INFORMATIONC. INSTALL DOOR ARMOR PER AT ALL GRADE ACCESS AND
DOCK-HIGH OVERHEAD DOORSA. BUILDING IS DESIGNED WITH AN ESFR SPRINKLER SYSTEM FOR
CLASS IV NON-ENCAPSULATED COMMODITIES PER NFPA 13. SEE FIRE PROTECTION SPECIFICATIONS. FIRE PUMP IS PROPOSED. (DESIGN-BUILD)
B. PROVIDE 30'-0" CLEAR MINIMUM TO ALL STRUCTURAL MEMBERS, ELECTRICAL FIXTURES, MECHANICAL UNITS AND FIRE SPRINKLERS LINES. SEE BUILDING SECTIONS.
C. SEE DETAIL FOR SLAB JOINT DETAILS.D. VERIFY AND CONFIRM ALL ELEVATIONS WITH CIVIL DRAWINGS.
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.
GENERAL NOTES
/13 A5.11
/17 S0.10
CONCRETE TILT PANEL - SEE STRUCTURAL ELEVATIONS FOR THICKNESSES
1HR RATED WALL, SEE 14/A5.20
WALL TYPES
MACKENZIE ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OFMACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
6/21/2018 8:40:02 AMC:\Users\mnt\Documents\Revit Projects\PANNATTONI\673-PANATTONI-L.rvt As indicated
BA1.11
FLOOR PLAN -BLDG B
MNT
DEP
3003-3099NE 170TH PLPORTLAND OR, 97230
2170673.00
2018
PERMIT SUBMITTAL - 6/18/18
PORTLANDPORTAL PHASE 2
1/16" = 1'-0"BA1.111 FLOOR PLAN
Revision Schedule
Revision Delta Issue Date
03-02 CONCRETE RETAINING WALL WITH MOUNTABLE CURBE, SEE 16/A5.1103-03 6" CONCRETE SLAB ON GRADE, SEE STRUCTURAL03-07 6" CONCRETE TRUCK APRON, SEE CIVIL03-08 POUR STRIP COLD JOINT, CONTRACTOR TO VERIFY LOCATION03-09 CONCRETE COLUMN BLOCK-OUT, SEE STRUCTURAL03-10 CONTROL JOINT TYP UNLESS NOTED OTHERWISE, SEE 7/A5.11 AND STRUCTURAL03-11 UNDERSLAB VAPOR BARRIER, EXTENTS PER HATCHED AREA. SEE SPECIFICATIONS.05-04 STEEL ACCESS STAIR, SEE 1/A5.1205-06 (2) 2'X6' BIKE PARKING RACKS PER DETAIL 17/A5.20. (4) TOTAL BIKE PARKING SPACES PER LOCATION.05-07 HSS COLUMN, SEE STRUCTURAL05-08 HSS COLUMN, SEE STRUCTURAL FOR LOCATION06-04 WOOD STAIRS, SEE 2/A5.2108-02 INSULATED OVERHEAD DOOR, PAINT COLOR TO MATCH TILT PANEL08-10 STOREFRONT ENTRY, SEE AA4.10, BA4.10 OR CA4.1008-11 STOREFRONT WINDOW, SEE AA4.10, BA4.10 OR CA4.1011-01 DOCK BUMPERS22-01 SANITARY INVERT = -2'-0" B.F.F.22-02 6" DIAMETER DOWNSPOUT, SEE DETAIL 3/A5.10. PAINT TO MATCH BACKGROUND COLOR.
KEYNOTES
WWW.MACADAMFORBES.COM | 503.227.2500
PROPOSED BUILDING C
All of the information contained herein was obtained either from the owner or other parties we consider reliable. We have no reason to doubt its accuracy, however we do not guarantee it.
BUILDING AREA 202,853 SF
LOT SIZE 12.97 Acres
CLEAR HEIGHT 30’
DOCK DOORS 46
GRADE DOORS 4
PARKING 160 auto spaces
POWER 2,500 amp, 480 volt, 3-phase
1 2
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
25 26 27 28
31 32 33 34 35 36 37 38 39 40 41 42
45 46
57596061626364656667686970717273747576777879808182838485868788899091929394
29
30
24
23
44
43
3
4
104
103
102
101
100
99
98
97
96
95
47
48
49
50
51
52
53
54
55
56
106
105
108
107
SSSS
SS
SSSS
SSSS
SSSS
SSSS
SSSS
SSSS
SS SS
SSSS
SS SSSS
C19
C19
C18
C18
C17
C17
C16
C16
C15
C15
C14
C14
C13
C13
C12
C12
C11
C11
C10
C10
C9
C9
C8
C8
C7
C7
C6
C6
C5
C5
C4
C4
C3
C3
C2
C2
C1
C1
CFCF
CECE
CDCD
CCCC
CBCB
CACA
45' - 6" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0"
60' -
0"
40' -
0"
50' -
0"
50' -
0"
40' -
0"
240'
- 0"
MAT
CH
LIN
E
45' - 6" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0"
40' -
0"
50' -
0"
50' -
0"
60' -
0"
40' -
0"
240'
- 0"C.O.
C20
C20
975' - 0"
45' - 6"
975' - 0"
45' - 6"
OSF PA
NE
LC
OL
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
PJ PJ PJ OSF
PJ OSF
PJ PJ PJ PJ PJ OSF
PJ OSF
PJ PJ PJ
OSF
OSFC
OL
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
CO
L
PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ OSF
25' - 6" 20' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"
PJ PJ PJ PJ
26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 52' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 20' - 0" 25' - 6"
PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJPJ
25' - 6" 20' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 20' - 0" 25' - 6"
PJPJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ
16' -
0"
16' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
26' -
0"
52' -
0"
26' -
0"
16' -
0"
16' -
0"
26' -
0"
104'
- 0"
52' -
0"
26' -
0"
OSF
TYP.
20' -
0"
TYP.
20' -
0"
PJPJ
OSF
PJ
PJ
PJCOL
COL
COL
PJ
PJ
PJ
PJ
PJ
OSF
OSF
PJ
OSF
PJ
PJ
PJCOL
COL
COL
PJ
PJ
PJ
PJ
PJ
OSF
OSF
OSF
2'X6' BIKEPARKING
2'X6' BIKEPARKING
2'X6' BIKEPARKING
26' - 0" 26' - 0"
PJ PJ
26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"
PJ
FUTU
RE
DEM
ISIN
G W
ALL
FUTU
RE
DEM
ISIN
G W
ALL
FUTU
RE
DEM
ISIN
G W
ALL
ELEC.
PUMP
SHEA
R W
ALL
1CA3.10
1CA3.10
2CA3.10
2CA3.10
3CA3.10
4CA3.10
C101
C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113 C114 C115 C116 C117 C118 C119 C120 C121 C122 C123 C124 C125 C126 C127 C128 C129 C130 C131 C132 C133 C134 C135 C136 C137
C138 C139
C140 C141 C142 C143 C144 C145 C146 C147 C148 C149 C150 C151 C152 C153 C154 C155 C156 C157 C158 C159 C160 C161 C162 C163
C164
C165
C166
C169
C167
C168
C170C171C172C173C174C175C176C177C178
C179
C180
F.D.
FD
A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION.
A. SEE STRUCTURAL FOR ADDITIONAL INFORMATIONC. INSTALL DOOR ARMOR PER XX/XX AT ALL GRADE ACCESS AND
DOCK-HIGH OVERHEAD DOORS
GENERAL NOTESDOCK HIGH OVERHEAD DOOR
DRIVE IN OVERHEAD DOOR
CENTERLINE
PANEL JOINT
OUTSIDE FACE
CLEAN OUT
DOWNSPOUT LOCATION
OSF
CO
DS
SYMBOLS LEGEND
0
KEYNOTE
GRIDLINE
0VAPOR BARRIER
FLOOR DRAIN FD
SANITARY SEWER
MACKENZIE ALL RIGHTS RESERVED
THESE DRAWINGS ARE THE PROPERTY OFMACKENZIE AND ARE NOT TO BE USED
OR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN PERMISSION
SHEET
JOB NO.
SHEET TITLE:
CHECKED BY:
DRAWN BY:
Project
©
Client
6/21/2018 8:46:11 AMC:\Users\mnt\Documents\Revit Projects\PANNATTONI\673-PANATTONI-L.rvt As indicated
CA1.10
OVERALLFLOOR PLAN -BLDG C
MNT
DEP
3003-3099NE 170TH PLPORTLAND OR, 97230
2170673.00
2018
PERMIT SUBMITTAL - 6/18/18
PORTLANDPORTAL PHASE 2
1/32" = 1'-0"CA1.101 OVERALL FLOOR PLAN - BLDG C
Revision Schedule
Revision Delta Issue Date
WWW.MACADAMFORBES.COM | 503.227.2500
LOCATION
All of the information contained herein was obtained either from the owner or other parties we consider reliable. We have no reason to doubt its accuracy, however we do not guarantee it.
SITE
LOCATION HIGHLIGHTS• Proximity to I-84• Easy access via NE Sandy Blvd.• City of Gresham with Portland address• Located in Gresham Enterprise Zone• E-Commerce overlay
GRESHAM ADVANTAGES• Lower property taxes• Lower corporate business tax• Expedited permitting
DRIVE DISTANCESI-84 Interchange at 181st: 1 MileI-205: 5 MilesPortland International Airport: 6 MilesI-5: 11 Miles