Addendum 1_WOU-ITB-ITC Window Coverings.pdf
PDF 2 MB Posted
- Solicitation number
- S-580200-00000701
- Issued by
- Multnomah County, Mission CDP, Oregon
About this file
This document is Addendum #1 to the Invitation to Bid (ITB) issued by Western Oregon University (WOU) for the Instructional Technology Center (ITC) Window Coverings project. The addendum modifies the original ITB, which is seeking bids for the furnish and installation of roller shade window coverings in the ITC building. The pre-bid meeting, previously mandatory, has been changed to non-mandatory and will be held on September 8, 2021 at 2:00 PM. The addendum also includes scaled drawings for reference.
The ITB is a public works project for the State of Oregon, specifically for WOU located in Monmouth, OR. Bids must acknowledge receipt of the addendum when submitting proposals. The contract term and any renewal options are not specified in the addendum. Pricing terms, set asides, incumbent information, funding sources, and other salient details are also not provided in this addendum.
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Other files
| File | Type | Posted |
|---|---|---|
| 090721 Consulting Services MA Counseling-FINAL.pdf | ||
| Addendum 2_WOU-ITB-ITC Window Coverings.pdf | ||
| ITB-ITC-Window-Coverings~1.pdf | ||
| WOU_ITC-window Covering-BID FORM~1.xlsx | XLSX spreadsheet |
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Text version
ADDENDUM #1
DATE: SEPTEMBER 8, 2021
PROJECT: INSTRUCTIONAL TECHNOLOGY CENTER (ITC) WINDOW
COVERINGS
ITB Issue Date: September 3, 2021 TO: Bidders FROM: Donna Litchfield Western Oregon University 345 N Monmouth Ave.
Monmouth, OR 97361 503 838-8903 503 838-8081 (fax)
This document, entitled Addendum #1, is being issued as a revision to the Invitation to Bid titled INSTRUCTIONAL TECHNOLOGY CENTER (ITC) WINDOW COVERINGS. It modifies the original Invitation to Bid and becomes part of the bid package. Bidders must acknowledge receipt of all addenda when submitting bids.
ITEM 1
Pre-Bid meeting changed to be non-mandatory. Meeting still at posted time of Wednesday, September 8, 2021 @ 2:00 PM
ITEM 2
See attached drawings for scale.
End of Addendum
UP
UP
C.G.
C .G
C .G
1.
2.
3.
4.
5.
6.
7.
8.
9.
FLOOR PLAN NOTES
SEE SHEET G00 FOR GENERAL NOTES.
SEE SHEET A900 FOR INTERIOR PARTITION TYPES.
SEE SHEET A910 FOR DOOR SCHEDULE.
SEE INTERIOR ELEVATIONS FOR VERTICAL DIMENSIONS AND TYPICAL
FIXTURE AND ACCESSORY MOUNTING HEIGHTS.
DIMENSIONS ARE TO:
A. FACE OF EXISTING FINISH (F.O.F.)
B. FACE OF BRICK (F.O.B.)
C. FACE OF STUD (F.O.S.)
D. GRIDLINE.
DIMENSIONS AND REFERENCE TAGS ARE SHOWN ON ENLARGED PLANS
WHEN ENLARGED PLANS ARE PROVIDED.
REFER TO CODE SHEETS FOR FIRE RESISTANCE RATING REQUIREMENTS
AND EXTENT. ATTACHMENT AND ASSEMBLY OF MATERIALS MUST
COMPLY WITH REQUIREMENTS OF U.L. LISTINGS PER “FIRE RESISTANCE
DIRECTORY”, WHERE LISTED.
WHERE RATED WALLS ARE SHORTER THAN COMPLETE RATING
DEPICTION, RATE WALL THE SAME AS ADJOINING WALL.
INTERIOR PARTITIONS ARE TYPE C2.4A^ UNLESS NOTED OTHERWISE.
FLOOR PLAN LEGEND
FULL HEIGHT WALL
PARTIAL HEIGHT WALL
ELEMENT BY OWNER/TENANT
INTERIOR WINDOW/SIDELIGHT
1 HR FIRE BARRIER WALL. FIRE
RATING DESIGN # PER PARTITION
TYPES ON SHEET A900
(CG) CORNER GUARD
(FEC) FIRE EXTINGUISHER CABINET
C.G.
CONCRETE SHEAR WALL.
SEE PARTITION TYPES ON
SHEET A900 FOR RATING
(E) WALL
COUNTER, CASEWORK BELOW
DRINKING FOUNTAIN
(PS-1) CEILING MOUNTED MOTORIZED PROJECTION SCREEN
(PS-E) RE-INSTALLED WALL MOUNTED MOTORIZED
PROJECTION SCREEN , OFCI
(CON) CONSOLE, OFOI
RECESSED FLOOR BOX
(E) EXTERIOR MASONRY WALL
(E) CONCRETE STEM WALL
(CON-E) RE-INSTALLED CONSOLE, OFOI
(E) 1 HR FIRE BARRIER WALL. FIRE
RATING DESIGN # PER PARTITION
TYPES ON SHEET A900
(WB-1) WHITE BOARD
(WB-E) RE-INSTALLED WHITE BOARD, OFCI
(AED) AUTOMATED EXTERNAL DEFIBRILLATOR CABINET, OFOI
A A
C C
G G
F F
A301
A302
A3022 A301 2
B B
UP
UP
+/- 31' - 4 1/2" +/- 6' - 0 3/4" +/- 18' - 0" +/- 14' - 0" +/- 18' - 0" +/- 6' - 0 1/4" +/- 31' - 5 1/2"
/2
/4
/4
/4
STORAGE
103B
EQUIPMENT
STORAGE
103A
STAFF WORK
ROOM
DIGITAL
CLASSROOM
PHOTOGRAPHY
CLASSROOM
104A
PHOTO STUDIO
FUTURE
INSTALLATION
SPACE
MDF & FIRE
MECHANICAL
ROOM
STUDENT STUDY/
GALLERY
H100
HALL
H103
HALL
VEST.
109A
ELEV. EQUIP.
GENDER
NEUTRAL
GENDER
NEUTRAL
H102
HALL
A401
ELECTRICAL
ROOM
A402
SB
S. STAIR
FUTURE MAKER
SPACE
106(E)
107(E)
A (E
103C
(E
109A(E)
111B(E)
(E
(E
(E
S
(E
E101
(E) ELEV.
115A(E)
103B(E)
108B(E)
003A(E)
MEN'S
WOMEN'S
JAN.
115A
STOR.
FOR ENLARGED
RESTROOM PLAN SEE
A501
A701
(E
(E
+/- 128' - 0"
B1.4A^
ALIGN ALIGN
C2.4N-
A701 10
B.6N^
B1.6N^
B.6N^
B.6N^
B.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^B1.6N^
B1.6N^
C
A401
SA
N. STAIR
S
A
A403
E E
D D
A403
F .O
.B
F .O
.B
F .O
.B
F .O
.B
F.O.B.
F.O.B.
F.O.B.
A7014
A701 3
C.G. C.G.
C.G.
C.G.
A701
A701
WB-E WB-EPS-E
WB-E
WB-EPS-E
A3033
A303 4
A303 2A3031
D' D'
4.7
4.7
2.3
2.3
E' E'
S
B
FEC
FEC
A702
SIM
A702
OPH
A403
B.6N^
REINSTALL (E) CASEWORK
A801
TYP.
F.O.F.
CENTER LINE OF (E) WALL
F.O.F.
F .O
.F
F .O
.F
F.O.B.
003A
STOR.
C .L
O
F C
O L
IM
N
C .L
O
F C
O L
IM
N
LASER CUTTER, OFOI
CON
E2
E 1E
E1
E1
H1.4A1 H1.4A1
A L
IG
N
A L
IG
N
18" MIN.
CON
3' - 6"
A L
IG
N
A L
IG
N
A L
IG
N
A L
IG
N
STEEL COLUMN
A L
IG
N A
L
IG
N
C L R
A L
IG
N
+/- 9' - 0"
R.O.
3' - 5"1' - 9"
A701
/4
F.O.F.
B1.6N^
B1.6N^
B1.6N^B1.6N^ B1.6N^
H1.4A1
H1.4A1
A802
TYP.B.6N^
B1.6N^
B1.4A^
B1.4A^
1' - 9"
R.O.
3' - 5" +/- 9' - 0"
8" 8"
C2.8A1C2.8A1 C2.8A1 C2.8A1
3' - 10 1/2"
A802
TYP. ALL
WINDOW
OPENINGS
A502
FOR ENLARGED
RESTROOM PLAN
A7016
SIM, OPH
PATCH ASPHALT CONCRETE SIDEWALK, MATCH (E)
THICKNESS & FINISH
A801
TYP.
STEEL COLUMN
STEEL COLUMNSTEEL COLUMN
13' - 1" 6' - 7"
A303 7
E Q
E Q
HOSE BIB
CL
ASK-07 1
INSTALL CARD
READER IN (E)
LOCATION
WOOD POSTS,
SEE STRUCT.
/4
10 10
E.5 E.5+
/4
WOOD POSTS,
SEE STRUCT.
F1.2N+ 10
T H
E A
D
JA
C E
N T
S A
M P
L E
S S
H O
W T
H R
E E
L E
V E
L S
O F
S H
A D
IN
G
S
E T
T
IN
G S
F O
R V
IE
W
IN
G
A N
D P
R
IN
T
IN
G C
O N
TE
N
T A
R E
O P
T
IM
IZ
E
D W
H E
N A
L L
T H
R E
E D
O T
S A
R E
V
IS
IB
L
E
T H
IS
G
U
ID
A N
C E
I S
F O
R R
E F
E R
E N
C E
O N
L Y
B
LA
C
K
D A
R K
G
A Y
LI
G
H T
A Y
Copyright 2019 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250
PORTLAND OREGON 97205
503 227 4860 TEL
503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd y Architects
C
R e vi t-lo c a l\ R e vi t
L o c a l\1
W
O U
IT
C
R e n o va tio n -C e n tr a l_ jo rd o n e zS
V W
R .r vt
/1
/2
:2
:1
A
M
B
ID
S E
T
10.22.2019
A201
FLOOR PLAN -
FIRST FLOOR
ITC BUILDING
RENOVATION
MONMOUTH, OR 97361
WESTERN OREGON
UNIVERSITY
17096
JO
MNB
BID SET
TRUE
NORTH
0' 2' 4' 8' 16' 1/8" = 1'-0"A201
FLOOR PLAN - FIRST FLOOR1
1 22 OCT
PERMIT REV 1
5 UPDATE RFI 49 - CARD
READERS
10 14 JULY
PR - 04
ALAN OSBORNE
R
ERE D A
S
ET
TA
OF O
T
ER
GI
S
CR
N
GOE
CT
T
HI
E
PORTLAND, OREGON
Abbi Cloud+
Abbi Cloud+
RFI 49
Abbi Cloud+
Abbi Cloud+
RFI 49
ismael Cloud+ ismael Cloud+
RFI 49
ismael Cloud+ ismael Cloud+
RFI 49
ismael Cloud+ ismael Cloud+ See RFI 79 MEP Shafts assembly ismael Cloud+ ismael Cloud+
RFI 102
ismael Cloud+ ismael Cloud+
PR-06
ismael Cloud ismael Cloud+ ismael Cloud+
PR-06
ismael Text Box
FEC
ismael Text Box
XXX
ismael Cloud+ ismael Cloud+
RFI 106
litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Typewritten Text Single Window-14 litchfieldd Text Box ismael PolyLine litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Typewritten Text Double Window-7
C.G.C.G.
C.G.
C .G
C .G
1.
2.
3.
4.
5.
6.
7.
8.
9.
FLOOR PLAN NOTES
SEE SHEET G00 FOR GENERAL NOTES.
SEE SHEET A900 FOR INTERIOR PARTITION TYPES.
SEE SHEET A910 FOR DOOR SCHEDULE.
SEE INTERIOR ELEVATIONS FOR VERTICAL DIMENSIONS AND TYPICAL
FIXTURE AND ACCESSORY MOUNTING HEIGHTS.
DIMENSIONS ARE TO:
A. FACE OF EXISTING FINISH (F.O.F.)
B. FACE OF BRICK (F.O.B.)
C. FACE OF STUD (F.O.S.)
D. GRIDLINE.
DIMENSIONS AND REFERENCE TAGS ARE SHOWN ON ENLARGED PLANS
WHEN ENLARGED PLANS ARE PROVIDED.
REFER TO CODE SHEETS FOR FIRE RESISTANCE RATING REQUIREMENTS
AND EXTENT. ATTACHMENT AND ASSEMBLY OF MATERIALS MUST
COMPLY WITH REQUIREMENTS OF U.L. LISTINGS PER “FIRE RESISTANCE
DIRECTORY”, WHERE LISTED.
WHERE RATED WALLS ARE SHORTER THAN COMPLETE RATING
DEPICTION, RATE WALL THE SAME AS ADJOINING WALL.
INTERIOR PARTITIONS ARE TYPE C2.4A^ UNLESS NOTED OTHERWISE.
FLOOR PLAN LEGEND
FULL HEIGHT WALL
PARTIAL HEIGHT WALL
ELEMENT BY OWNER/TENANT
INTERIOR WINDOW/SIDELIGHT
1 HR FIRE BARRIER WALL. FIRE
RATING DESIGN # PER PARTITION
TYPES ON SHEET A900
(CG) CORNER GUARD
(FEC) FIRE EXTINGUISHER CABINET
C.G.
CONCRETE SHEAR WALL.
SEE PARTITION TYPES ON
SHEET A900 FOR RATING
(E) WALL
COUNTER, CASEWORK BELOW
DRINKING FOUNTAIN
(PS-1) CEILING MOUNTED MOTORIZED PROJECTION SCREEN
(PS-E) RE-INSTALLED WALL MOUNTED MOTORIZED
PROJECTION SCREEN , OFCI
(CON) CONSOLE, OFOI
RECESSED FLOOR BOX
(E) EXTERIOR MASONRY WALL
(E) CONCRETE STEM WALL
(CON-E) RE-INSTALLED CONSOLE, OFOI
(E) 1 HR FIRE BARRIER WALL. FIRE
RATING DESIGN # PER PARTITION
TYPES ON SHEET A900
(WB-1) WHITE BOARD
(WB-E) RE-INSTALLED WHITE BOARD, OFCI
(AED) AUTOMATED EXTERNAL DEFIBRILLATOR CABINET, OFOI
A A
C C
G G
F F
A301
A302
A3022 A301 2
B B
UP UP
DN
DN
DN
SLOPE 3/4" / 12"
+/- 31' - 4 1/2" +/- 6' - 0 3/4" +/- 18' - 0" +/- 14' - 0" +/- 18' - 0" +/- 6' - 0 1/4" +/- 31' - 5 1/2"
204B
OFFICE
204C
OFFICE
CONFERENCE
206D
FACULTY
206C
FACULTY
206B
FACULTY
ART GALLERY
H200
LOBBY
IDF
COMPUTER LAB
201A
STORAGE
204A
STORAGE
210C
STORAGE
206F
WORK ROOM
204D
OFFICE
STUDENT
LOUNGE
206E
OFFICE
A401
TV
A402
REF
HANDRAIL
E101
(E) ELEV.
/2
/4
/4
/4
A703
A70210
SB
S. STAIR
206F
B
C
D
E
B
D
C
B
211B(E)
AUDITORIUM
206A
BREAK ROOM
GENDER
NEUTRAL
A702
(E
A702
A702 1
A703
A703 6
A702 67
+/- 127' - 8 1/2"
/2
PS-1
VENDING
MACHINES, OFOI
C2.4N-
C2.4N-
B1.4N= B1.4N=
RE-INSTALLED
CASEWORK
C
A
211A
A703
A7023
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^ B1.6N^
B1.6N^
B1.6N^
B1.6N^B1.6N^
B
.6 N
B1.6N^B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
A401
SA
N. STAIR
S
A
C
D
204A
B1.6N^ B1.6N^
F1.2N+
F1.2N+
H1.4A1
A403
WB-1WB-1
F1.2N+
E E
D D
A403
F.O.B.
A703
206A
A3033
A303 4
A303 2A3031
D' D'
4.7
4.7
2.3
2.3
E' E'
FEC
FEC
A702
A702
OPH
A403
12' - 6"
CON
CON
PS-E
PS-1
PS-E
A801
TYP.
F .O
.B
F .O
.B
F .O
.B
F .O
.B
F.O.B.
F.O.B.
CENTER LINE OF (E) WALL
F.O.B.
F.O.F.
CENTER LINE OF (E) WALL
F.O.F.
CENTER LINE OF (E) WALL
F .O
.F
F .O
.F
F.O.B.
/2
S
B
10' - 8 3/4" 10' - 7" 10' - 3 3/4" 10' - 7"
CON
9' - 6"
WB-EWB-E
(E) COLUMN
C .L
O
F C
O L
IM
N
C .L
O
F C
O L
IM
N
CL
CL
CL
SEE FURNITURE PLAN
FOR AUDITORIUM
SEATING LAYOUT AND
DIMENSIONS
A703 7
AED
A703
E
E2
TYP.
TYP.
E
TYP.
A L
IG
N
HANDRAIL
HANDRAIL
B2.6N^
STEEL COLUMN
STEEL COLUMN
CENTER WALL ON
WINDOW MULLION
A704 4
A704
A7042
A704
A L
IG
N
A L
IG
N
10' - 7 1/4" 10' - 0 1/4" 10' - 10 1/4"
ALIGN
A L
IG
N
A L
IG
N
A L
IG
N
CL CL
CL CL
CENTER WALL ON
WINDOW MULLION
CENTER WALL ON
WINDOW MULLION
A L
IG
N
2' - 4"
12' - 7 1/2"
/2
B1.4A^
8" MIN.
F .O
.F
/2
+/- 10' - 3 1/4"
8" MIN.F
.O
.F
F .O
.F
A L
IG
N
A L
IG
N.
A902.1 A902.
DN.
OPH
CENTER WALL C.L.
OF (E) COLUMN
F.O.F.
2' - 3 1/4"
B1.6N^
H1.4A1
H1.4A1
H1.4A1
H1.4A1
H
.4 A
H1.4A1
C2.4N-
A802
TYP.DN
C2.4N-
C3.6A^
+/- 9' - 0"
R.O.
3' - 5" 1' - 9"+/- 9' - 0"
R.O.
3' - 5"1' - 9"
C2.8A1C2.8A1C2.8A1 C2.8A1
205A
A802
TYP. ALL
WINDOW
OPENINGS
EQ EQ
/8
A502
FOR ENLARGED
RESTROOM PLAN
SEE
3' - 8"
EQ EQ
A801
TYP.
STEEL COLUMN
TRASH &
RECYCLING
CASEWORK
F2.2N+ F2.2N+
C3.6A^1 1
1 1
A303 7
6(E) COLUMN
(E) COLUMN
GALLERY
FOR DOOR JAMB
DETAIL, SEE ASK-28
SINGLE LAYER OF GYP. BD.
OVER (E) FRAMING, TYP. CENTERLINE
OF ROOMB1.4A^
EQEQ
10 10
E.5 E.5+
/4
(2) EQ. TREADS;
11" MIN.
/4
T H
E A
D
JA
C E
N T
S A
M P
L E
S S
H O
W T
H R
E E
L E
V E
L S
O F
S H
A D
IN
G
S
E T
T
IN
G S
F O
R V
IE
W
IN
G
A N
D P
R
IN
T
IN
G C
O N
TE
N
T A
R E
O P
T
IM
IZ
E
D W
H E
N A
L L
T H
R E
E D
O T
S A
R E
V
IS
IB
L
E
T H
IS
G
U
ID
A N
C E
I S
F O
R R
E F
E R
E N
C E
O N
L Y
B
LA
C
K
D A
A Y
LI
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A Y
Copyright 2019 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250
PORTLAND OREGON 97205
503 227 4860 TEL
503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd y Architects
C
R e vi t-lo c a l\ R e vi t
L o c a l\1
W
O U
IT
C
R e n o va tio n -C e n tr a l_ jo rd o n e zS
V W
R .r vt
/1
/2
:2
:2
A
M
B
ID
S E
T
10.22.2019
A202
FLOOR PLAN -
SECOND FLOOR
ITC BUILDING
RENOVATION
MONMOUTH, OR 97361
WESTERN OREGON
UNIVERSITY
17096
JO
MNB
BID SET
TRUE
NORTH
0' 2' 4' 8' 16' 1/8" = 1'-0"A202
FLOOR PLAN - SECOND FLOOR1
1 22 OCT
PERMIT REV 1
6 Date 6 RFI 45 -
COLUMNS AT
OPENINGS
9 Date 9 RFI 63 -
FRAMING AT
STORAGE
10 14 JULY
PR - 04
11 25 JUNE
RFI 72 - HVAC
CHANGES
ALAN OSBORNE
R
ERE D A
S
ET
TA
OF O
T
ER
GI
S
CR
N
GOE
CT
T
HI
E
PORTLAND, OREGON
Abbi Cloud+
Abbi Cloud+
RFI 06
Abbi Cloud
Abbi Line
Abbi Cloud+
Abbi Cloud+
RFI 45
Abbi Callout
PR-02
Abbi Cloud+
Abbi Cloud+
RFI 45
Abbi Callout
PR-02
Abbi Cloud+
Abbi Cloud+
RFI 63
ismael Cloud+ ismael Cloud+
RFI 72
ismael Cloud+ ismael Cloud+ See RFI 79 MEP Shafts assembly ismael Cloud+ ismael Cloud+
PR-05
ismael Text Box
FEC
ismael Cloud+ ismael Cloud+
RFI 106
ismael Text Box
XXX
litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Typewritten Text Triple Window-9 litchfieldd Typewritten Text litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Typewritten Text Single Window-23 litchfieldd Text Box litchfieldd Typewritten Text Double Window-4 litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box
1.
2.
3.
4.
5.
6.
7.
8.
9.
FLOOR PLAN NOTES
SEE SHEET G00 FOR GENERAL NOTES.
SEE SHEET A900 FOR INTERIOR PARTITION TYPES.
SEE SHEET A910 FOR DOOR SCHEDULE.
SEE INTERIOR ELEVATIONS FOR VERTICAL DIMENSIONS AND TYPICAL
FIXTURE AND ACCESSORY MOUNTING HEIGHTS.
DIMENSIONS ARE TO:
A. FACE OF EXISTING FINISH (F.O.F.)
B. FACE OF BRICK (F.O.B.)
C. FACE OF STUD (F.O.S.)
D. GRIDLINE.
DIMENSIONS AND REFERENCE TAGS ARE SHOWN ON ENLARGED PLANS
WHEN ENLARGED PLANS ARE PROVIDED.
REFER TO CODE SHEETS FOR FIRE RESISTANCE RATING REQUIREMENTS
AND EXTENT. ATTACHMENT AND ASSEMBLY OF MATERIALS MUST
COMPLY WITH REQUIREMENTS OF U.L. LISTINGS PER “FIRE RESISTANCE
DIRECTORY”, WHERE LISTED.
WHERE RATED WALLS ARE SHORTER THAN COMPLETE RATING
DEPICTION, RATE WALL THE SAME AS ADJOINING WALL.
INTERIOR PARTITIONS ARE TYPE C2.4A^ UNLESS NOTED OTHERWISE.
FLOOR PLAN LEGEND
FULL HEIGHT WALL
PARTIAL HEIGHT WALL
ELEMENT BY OWNER/TENANT
INTERIOR WINDOW/SIDELIGHT
1 HR FIRE BARRIER WALL. FIRE
RATING DESIGN # PER PARTITION
TYPES ON SHEET A900
(CG) CORNER GUARD
(FEC) FIRE EXTINGUISHER CABINET
C.G.
CONCRETE SHEAR WALL.
SEE PARTITION TYPES ON
SHEET A900 FOR RATING
(E) WALL
COUNTER, CASEWORK BELOW
DRINKING FOUNTAIN
(PS-1) CEILING MOUNTED MOTORIZED PROJECTION SCREEN
(PS-E) RE-INSTALLED WALL MOUNTED MOTORIZED
PROJECTION SCREEN , OFCI
(CON) CONSOLE, OFOI
RECESSED FLOOR BOX
(E) EXTERIOR MASONRY WALL
(E) CONCRETE STEM WALL
(CON-E) RE-INSTALLED CONSOLE, OFOI
(E) 1 HR FIRE BARRIER WALL. FIRE
RATING DESIGN # PER PARTITION
TYPES ON SHEET A900
(WB-1) WHITE BOARD
(WB-E) RE-INSTALLED WHITE BOARD, OFCI
(AED) AUTOMATED EXTERNAL DEFIBRILLATOR CABINET, OFOI
A A
C C
G G
F F
A301
A302
A3022 A301 2
B B
DN
DN
A401
SB
S. STAIR
E101
(E) ELEV.
STUDENT LOBBY
310F
OFFICE
310E
OFFICE
310D
OFFICE
310C
OFFICE
310B
OFFICE
310A
OFFICE
CLASSROOM
STORAGE ROOM
WORK ROOM
OFFICE
STUDENT OFFICE
OFFICE
OFFICE
OFFICE
CLASSROOM
302D
OFFICE
302C
OFFICE
302B
OFFICE
302A
OFFICE
CLASSROOM
301A
STORAGE
OFFICE
H300
LOBBY
A402
+/- 31' - 4 1/2" +/- 6' - 0 3/4" +/- 18' - 0" +/- 14' - 0" +/- 18' - 0" +/- 6' - 0 1/4" +/- 31' - 5 1/2"
/2
/4
/4
/4
MEN'S
WOMEN'S
ATTIC ACCESS
(E
(E
)3 (E
A (E
(E
(E
(E
D (E
C
(E
B
(E
310F(E)
310E(E)
310D(E)
310C(E) 310A(E)
310(E)
311(E)
306(E)
302A(E)
302B(E)
302(E)
(E
(E
UP
+/- 127' - 6"
300(E)
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^
B1.6N^B1.6N^
B1.6N^B1.6N^
B1.6N^
A401
301A
FOR ENLARGED
RESTROOM PLAN, SEE
A503
SA
N. STAIR
A403
E E
D D
A403
A704 9
A704
A3033
A303 4
A303 2A3031
D' D'
4.7
4.7
2.3
2.3
E' E'
INSULATED ROOF CURB
A803
TYP.
CL
CL
CENTER AHU ON (E)
RETURN OPENINGV.I.F
V .I .F
FEC
FEC
A702
A702
4 SIM
OPH
TPO ROOF SYSTEM
PREFINISHED SHEET
METAL CAP FLASHING;
MITER CORNERS
A403
PS-E PS-EWB-EWB-E
WB-EWB-E
PS-EPS-EPS-E
PS-E
A801
TYP.
F .O
.B
F .O
.B
F .O
.B
F .O
.B
F.O.B.
F.O.B.
F.O.B.
F.O.F.
F.O.F.
F .O
.F
F .O
.F
F.O.B.
/2
A803
TYP.
S
A
S
B
6" 1' - 4"
1' - 5"
18' - 8"
6 1/2"
H1.4A1
A704
A704 8
ANCHOR POINT
(E) SUMP / SCUPPER,
TO REMAIN
SLOPE 1/2" PER FOOT MIN.
PARAPET BRACING
/2
E
E
E2
TYP.
E1
INFILL
OPENING
INFILL
OPENING
/2
/4
A L
IG
N
CL CENTER WALL ON
WINDOW MULLION
A L
IG
N
1' - 5"
B1.6N^
A802
5 SIM. CONDITION
TYP. @ THIRD FLOOR
1' - 9"
R.O.
3' - 5" +/- 9' - 0" +/- 9' - 0"
R.O.
3' - 5" 1' - 9"
A704
C2.8A1 C2.8A1
A802
TYP. ALL
WINDOW
OPENINGS
WB-E
WB-E
H1.4A1
ALIGN
CON-E
CON-E
C O
N -E
CRICKET
CRICKET
S L
O P
E
A801
TYP.
1' - 0"
A801
STEEL COLUMN
STEEL COLUMN
STEEL COLUMN
A802
T H
E A
D
JA
C E
N T
S A
M P
L E
S S
H O
W T
H R
E E
L E
V E
L S
O F
S H
A D
IN
G
S
E T
T
IN
G S
F O
R V
IE
W
IN
G
A N
D P
R
IN
T
IN
G C
O N
TE
N
T A
R E
O P
T
IM
IZ
E
D W
H E
N A
L L
T H
R E
E D
O T
S A
R E
V
IS
IB
L
E
T H
IS
G
U
ID
A N
C E
I S
F O
R R
E F
E R
E N
C E
O N
L Y
B
LA
C
K D
A
A Y
LI
G
A Y
Copyright 2019 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250
PORTLAND OREGON 97205
503 227 4860 TEL
503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd y Architects
C
R e vi t-lo c a l\ R e vi t
L o c a l\
W
O U
I T
C R e n o va tio n -C e n tr a l_ jo rd o n e z.
rv t
/2 /2
:4 :4
P
M
B
ID
S E
T
10.22.2019
A203
FLOOR PLAN -
THIRD FLOOR
ITC BUILDING
RENOVATION
MONMOUTH, OR 97361
WESTERN OREGON
UNIVERSITY
17096
JO
MNB
BID SET
TRUE
NORTH
0' 2' 4' 8' 16' 1/8" = 1'-0"A203
FLOOR PLAN - THIRD FLOOR1
1 22 OCT
REV 1
ALAN OSBORNE
R
ERE D A
S
ET
TA
OF O
T
ER
GI
S
CR
N
GOE
CT
T
HI
E
PORTLAND, OREGON
Abbi Cloud+
Abbi Cloud+
RFI 46
ismael Cloud+ ismael Cloud+
RFI 18
ismael Callout
RFI 18 R1
ismael Cloud+ ismael Cloud+
RFI 72
ismael Cloud+ ismael Cloud+
RFI 72
ismael Cloud+ ismael Cloud+
RFI 72
ismael Cloud+ ismael Cloud+
RFI 72
ismael Cloud+ ismael Cloud+
RFI 72
ismael Cloud+ ismael Cloud+ See RFI 79 MEP Shafts assembly ismael Cloud+ ismael Cloud+
RFI 98
ismael Cloud+ ismael Cloud+
RFI 100
ismael Text Box
FEC
ismael Cloud+ ismael Cloud+
RFI 106
ismael Text Box
XXX
litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Typewritten Text Single Window-22 litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Typewritten Text Double Window-6 litchfieldd Text Box litchfieldd Text Box litchfieldd Text Box litchfieldd Typewritten Text Triple Window-14 litchfieldd Text Box
3.
4.
5.
6.
7.
EXTERIOR ELEVATION NOTES
SEE SHEET G00 FOR GENERAL NOTES.
GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN FOR
REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS
FOR GRADING INFORMATION.
LINE OF FOUNDATIONS (SHOWN DASHED) ARE APPROXIMATE AND
SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS
FOR FOOTING ELEVATIONS.
DIMENSIONS ARE SHOWN TO DIMENSION POINT OF REFERENCED
DETAIL WHERE APPLICABLE.
MOUNTING LOCATION OF DEVICES AS INDICATED, VERIFY WITH
ARCHITECT IF NOT INDICATED ON ARCHITECTURAL DRAWINGS.
G.C. TO CONFIRM LAYOUT OF ANCHOR PLATES WITH ARCHITECT
PRIOR TO COMMENCING WORK.
FOR EXTERIOR FINISHES AND EXTERIOR FINISHING ALTERNATES,
REFERENCE SCHEDULE BELOW.
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
6 5 2 1
LEVEL 3
26' - 0"
GRADE
3' - 0"
ATTIC
40' - 0"
A401
T.O. ROOF
63' - 9 1/2"
(E) MASONRY
ALT-1: CLEAN
ANCHOR PLATE, PAINTED, TYP.
4 3
A403
A801 TYP.
/2
/2
(E) CAST STONE ENTRY
PARAPET BRACING, (ON INTERIOR
SIDE OF WALL), TYP.
4.7 2.3
PREFINISHED SHEET METAL CAP
FLASHING, TYP.
BUILDING ADDRESS; SIGN TYPE 1A, OFOI
4' - 0" MAX.
EQ.
4' - 0" MAX.
EQ.
EQ EQ EQ EQ EQ EQ EQ
4' - 0" MAX.
EQ.
4' - 0" MAX.
EQ.
4' - 0" MAX.
EQ.
EQ EQ EQ
4' - 0" MAX.
EQ.
EQ EQ EQ
4' - 0" MAX.
EQ.
EQ EQ EQ EQ EQ EQ EQ
4' - 0" MAX.
EQ.
A803
TYP.
A803
SIM.
SEAMS, TYP.
(E) CONCRETE CORNICE, PAINTED, TYP.
(E) CONCRETE BASE, TYP.
(E) CONCRETE BAND, TYP.
(E) CONCRETE SILL, TYP.
(E) STANDING SEAM METAL ROOF
(E) GUTTER
(E) ENTRY STAIR
SIGN TYPE D3-A, TYP.
LOCATE IN FIELD W/ ARCHITECT
TYP.
EQ
TYP.
EQ
VIF
R 6' - 8"
FIRE WATER, DOMESTIC WATER, AND FDC
SUPPLY. SEE CIVIL DRAWINGS FOR MORE
INFORMATION.
A801
TYP.
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
A C GF
LEVEL 3
26' - 0"
GRADE
3' - 0"
B
ATTIC
40' - 0"
LEVEL 7
60' - 0"
A402
T.O. ROOF
63' - 9 1/2"
ED
ANCHOR PLATE, PAINTED, TYP.
A801 TYP. 6
/2
/2
D' E'
PREFINISHED SHEET METAL CAP
FLASHING, PAINTED, TYP.
4' - 0" MAX.
EQ.
MAX.
4' - 0"
4' - 0" MAX.
EQ.
EQ EQ EQ EQ
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
AIR HANDLING UNIT
STANDING SEAM ROOF PANEL,
MATCH (E) WIDTH, GAUGE, COLOR,
FINISH, AND TEXTURE. SALVAGE (E)
ROOF PANELS WHERE POSSIBLE.
FLAT LOCK SEAM
8' - 0" 8' - 0"
(E) STANDING SEAM METAL ROOF
A803
(E) MASONRY
ALT-1: CLEAN
(E) CONCRETE CORNICE, PAINTED, TYP.
(E) CONCRETE BASE, TYP.
(E) CONCRETE BAND, TYP.
(E) CONCRETE SILL, TYP.
(E) GUTTER
V .I .F
SCHEDULE OF EXTERIOR IMPROVEMENTS AND PAINTING
ELEMENT
(E) DOWNSPOUTS (NOT SHOWN)
GALVANIZED ANCHOR PLATES, BOLTS, AND TIE-RODS
BASE ALTERNATE 2 COMMENTS
(E) GUTTERS
NI - NO IMPROVEMENTS PF - PREFINISED PNT - PAINT PP - PATCH AND PAINT
(E) CONCRETE CORNICE
SHEET METAL CAP FLASHING
(E) PAINTED CONCRETE SILLS
(E) PAINTED CONCRETE BAND
(E) PAINTED CONCRETE BASE
PNT
PP
PP
PP
PNT
NI
NI
NI
NI
NI
PF
PNT
PNT
MATCH CAP FLASHING
BONE WHITE: PPG UC109880
MATCH CAP FLASHING
MATCH (E), VERIFY W/ ARCHITECT
MATCH (E), VERIFY W/ ARCHITECT
MATCH (E), VERIFY W/ ARCHITECT
MATCH (E), VERIFY W/ ARCHITECT
(E) CAST STONE ENTRY
(E) ENTRY STAIRS
NI
NI
PNT
PNT
MATCH CAP FLASHING
MATCH CAP FLASHING
(E) DOORS AND FRAMES NI PNT MATCH (E), VERIFY W/ ARCHITECT
MATCH (E), VERIFY W/ ARCHITECT
T H
E A
D
JA
C E
N T
S A
M P
L E
S S
H O
W T
H R
E E
L E
V E
L S
O F
S H
A D
IN
G
S
E T
T
IN
G S
F O
R V
IE
W
IN
G
A N
D P
R
IN
T
IN
G C
O N
TE
N
T A
R E
O P
T
IM
IZ
E
D W
H E
N A
L L
T H
R E
E D
O T
S A
R E
V
IS
IB
L
E
T H
IS
G
U
ID
A N
C E
I S
F O
R R
E F
E R
E N
C E
O N
L Y
B
LA
C
K D
A
A Y
LI
G
A Y
Copyright 2019 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250
PORTLAND OREGON 97205
503 227 4860 TEL
503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd y Architects
C
R e vi t-lo c a l\ R e vi t
L o c a l\
W
O U
I T
C R e n o va tio n -C e n tr a l_ jo rd o n e z.
rv t
/2 /2
:4 :5
P
M
B
ID
S E
T
10.22.2019
A301
EXTERIOR
ELEVATIONS
ITC BUILDING
RENOVATION
MONMOUTH, OR 97361
WESTERN OREGON
UNIVERSITY
17096
JO + MNB
MNB
BID SET
1/8" = 1'-0"A301
EXTERIOR ELEVATION - WEST1
1/8" = 1'-0"A301
EXTERIOR ELEVATION - NORTH2
0' 2' 4' 8' 16'
0' 2' 4' 8' 16'
1 22 OCT
REV 1
ALAN OSBORNE
R
ERE D A
S
ET
TA
OF O
T
ER
GI
S
CR
N
GOE
CT
T
HI
E
PORTLAND, OREGON
Abbi Cloud+
Abbi Cloud+
RFI 16 R1
Abbi Cloud+
Abbi Cloud+
RFI 44
Abbi Cloud+
Abbi Cloud+
RFI 44
Abbi Cloud+
Abbi Cloud+
RFI 59
ismael Cloud+ ismael Cloud+
PR-07
ismael Cloud+ ismael Cloud+
PR-07
ismael Cloud+ ismael Cloud+
PR-07
Rectangle
3.
4.
5.
6.
7.
EXTERIOR ELEVATION NOTES
SEE SHEET G00 FOR GENERAL NOTES.
GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN FOR
REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS
FOR GRADING INFORMATION.
LINE OF FOUNDATIONS (SHOWN DASHED) ARE APPROXIMATE AND
SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS
FOR FOOTING ELEVATIONS.
DIMENSIONS ARE SHOWN TO DIMENSION POINT OF REFERENCED
DETAIL WHERE APPLICABLE.
MOUNTING LOCATION OF DEVICES AS INDICATED, VERIFY WITH
ARCHITECT IF NOT INDICATED ON ARCHITECTURAL DRAWINGS.
G.C. TO CONFIRM LAYOUT OF ANCHOR PLATES WITH ARCHITECT
PRIOR TO COMMENCING WORK.
FOR EXTERIOR FINISHES AND EXTERIOR FINISHING ALTERNATES,
REFERENCE SCHEDULE BELOW.
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
LEVEL 3
26' - 0"
GRADE
3' - 0"
ATTIC
40' - 0"
LEVEL 7
60' - 0"
A401
T.O. ROOF
63' - 9 1/2"
A401
A403
ANCHOR PLATE, PAINTED, TYP.
A801
TYP.
4.72.3
PARAPET BRACING, (ON INTERIOR
SIDE OF WALL), TYP.
PREFINISHED SHEET METAL CAP
FLASHING, TYP.
4' - 0" MAX.
EQ.
4' - 0" MAX.
EQ.
EQ EQ EQ EQ EQ EQ EQ 4' - 0" MAX.
EQ.
4' - 0" MAX.
EQ.
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
4' - 0" MAX.
EQ.
4' - 0" MAX.
EQ.
EQ EQ EQ EQ EQ EQ EQ
AIR HANDLING UNITEQ 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ
SIGNAGE TYPE B1
A803
(E) STANDING SEAM METAL ROOF
/2
/2
(E) MASONRY
ALT-1: CLEAN
(E) CONCRETE CORNICE,
PAINTED, TYP.
(E) CONCRETE BASE, TYP.
(E) CONCRETE BAND, TYP.
(E) CONCRETE SILL, TYP.
(E) GUTTER
GLAZING FILM, TYP.
ANCHOR POINT 7
A801
SEAM,TYP.
TYP.
EQ
TYP.
EQ
SEAMS, TYP.
LEVEL 1
0' - 0"
LEVEL 2
12' - 0"
CG F
LEVEL 3
26' - 0"
GRADE
3' - 0"
B
ATTIC
40' - 0"
A402
T.O. ROOF
63' - 9 1/2"
E D
ANCHOR PLATE, PAINTED, TYP.
A801
TYP.
D'E'
PREFINISHED SHEET METAL CAP
FLASHING, TYP.
4' - 0" MAX.
EQ.
4' - 0" MAX.
EQ.
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
STANDING SEAM ROOF PANEL,
MATCH (E) WIDTH, GAUGE,
COLOR, FINISH, AND TEXTURE.
SALVAGE (E) ROOF PANELS
WHERE POSSIBLE.
(E) STANDING SEAM METAL ROOF
/2
/2
(E) MASONRY
ALT-1: CLEAN
(E) CONCRETE CORNICE, PAINTED, TYP.
(E) CONCRETE BASE, TYP.
(E) CONCRETE BAND, TYP.
(E) CONCRETE SILL, TYP.
(E) GUTTER
SCHEDULE OF EXTERIOR IMPROVEMENTS AND PAINTING
ELEMENT
(E) DOWNSPOUTS (NOT SHOWN)
GALVANIZED ANCHOR PLATES, BOLTS, AND TIE-RODS
BASE ALTERNATE 2 COMMENTS
(E) GUTTERS
NI - NO IMPROVEMENTS PF - PREFINISED PNT - PAINT PP - PATCH AND PAINT
(E) CONCRETE CORNICE
SHEET METAL CAP FLASHING
(E) PAINTED CONCRETE SILLS
(E) PAINTED CONCRETE BAND
(E) PAINTED CONCRETE BASE
PNT
PP
PP
PP
PNT
NI
NI
NI
NI
NI
PF
PNT
PNT
MATCH CAP FLASHING
BONE WHITE: PPG UC109880
MATCH CAP FLASHING
MATCH (E), VERIFY W/ ARCHITECT
MATCH (E), VERIFY W/ ARCHITECT
MATCH (E), VERIFY W/ ARCHITECT
MATCH (E), VERIFY W/ ARCHITECT
(E) CAST STONE ENTRY
(E) ENTRY STAIRS
NI
NI
PNT
PNT
MATCH CAP FLASHING
MATCH CAP FLASHING
(E) DOORS AND FRAMES NI PNT MATCH (E), VERIFY W/ ARCHITECT
MATCH (E), VERIFY W/ ARCHITECT
T H
E A
D
JA
C E
N T
S A
M P
L E
S S
H O
W T
H R
E E
L E
V E
L S
O F
S H
A D
IN
G
S
E T
T
IN
G S
F O
R V
IE
W
IN
G
A N
D P
R
IN
T
IN
G C
O N
TE
N
T A
R E
O P
T
IM
IZ
E
D W
H E
N A
L L
T H
R E
E D
O T
S A
R E
V
IS
IB
L
E
T H
IS
G
U
ID
A N
C E
I S
F O
R R
E F
E R
E N
C E
O N
L Y
B
LA
C
K D
A
A Y
LI
G
A Y
Copyright 2019 Hennebery Eddy Architects, Inc.
Sheet:
Date:
HEA Project no.
Drawn by:
Checked by:
Revisions:
921 SW WASHINGTON STREET SUITE 250
PORTLAND OREGON 97205
503 227 4860 TEL
503 227 4920 FAX
www.henneberyeddy.com
Inc .
Hennebery E dd y Architects
C
R e vi t-lo c a l\ R e vi t
L o c a l\
W
O U
I T
C R e n o va tio n -C e n tr a l_ jo rd o n e z.
rv t
/2 /2
:4 :5
P
M
B
ID
S E
T
10.22.2019
A302
EXTERIOR
ELEVATIONS
ITC BUILDING
RENOVATION
MONMOUTH, OR 97361
WESTERN OREGON
UNIVERSITY
17096
JO + MNB
MNB
BID SET
1/8" = 1'-0"A302
EXTERIOR ELEVATION - EAST1
1/8" = 1'-0"A302
EXTERIOR ELEVATION - SOUTH2
0' 2' 4' 8' 16'
0' 2' 4' 8' 16'
1 22 OCT
REV 1
ALAN OSBORNE
R
ERE D A
S
ET
TA
OF O
T
ER
GI
S
CR
N
GOE
CT
T
HI
E
PORTLAND, OREGON
Abbi Cloud+
Abbi Cloud+
RFI 44
Abbi Cloud+
Abbi Cloud+
RFI 44
ismael Cloud+ ismael Cloud+
PR-07
ismael Cloud+ ismael Cloud+
PR-07
ismael Cloud+ ismael Cloud+
PR-07
| ADDENDUM #1 |
| PROJECT: INSTRUCTIONAL TECHNOLOGY CENTER (ITC) WINDOW COVERINGS |
| ITB Issue Date: September 3, 2021 |
This document, entitled Addendum #1, is being issued as a revision to the Invitation to Bid titled INSTRUCTIONAL TECHNOLOGY CENTER (ITC) WINDOW COVERINGS. It modifies the original Invitation to Bid and becomes part of the bid package. Bidders must a...
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