S02-ATTACHMENT 10.pdf
PDF 645 KB Posted
- Solicitation number
- 36C25223Q0808
About this file
This document package includes architectural drawings and specifications for an expansion project at the Oscar G. Johnson VA Medical Center in Iron Mountain, Michigan. The drawings show existing and proposed floor plans, elevations, sections and details for renovations and additions to the primary care clinic that include new exam rooms, offices, waiting areas, lounges and support spaces. Key elements of the construction work include installation of new precast architectural concrete and brick to match existing, relocation of mechanical equipment and louvers, addition of blast resistant insulated metal wall panels, and replacement of guardrails and bollards.
The related federal contract opportunity is a solicitation for window washing services at the Oscar G. Johnson VA Hospital, to be awarded by the Department of Veterans Affairs Veterans Health Administration VISN 12. The solicitation number and opportunity type are provided.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25223Q0808 0001.docx | DOCX document | |
| S02-ATTACHMENT 4-Sit Floor Plans attachment 4 thru 10.pdf | ||
| S02-ATTACHMENT 5.pdf | ||
| S02-ATTACHMENT 8.pdf | ||
| P07 - Dickinson County MI 2015-4871 (Rev-24) dated 06.30.2023.pdf | ||
| 36C25223Q0808_2.docx | DOCX document | |
| S02-ATTACHMENT 11.pdf | ||
| S02-ATTACHMENT 7.pdf | ||
| S02-ATTACHMENT 9.pdf | ||
| S02-ATTACHMENT 6.pdf |
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Text version
FIRST FLOOR
1148' - 0"
SECOND FLOOR
1161' - 0"
ROOF DECK
1175' - 0"
D.0C.0
BASEMENT
1137' - 0"
B.0
PARAPET
1178' - 11 1/2"
C6
AE301
EXISTING -
PENTHOUSE
PARAPET
1189' - 8 3/4"
EGRESS
LANDING
1142' - 0"
PRECAST ARCHITECTURAL
CONCRETE TO MATCH EXISTING
BRICK TO MATCH EXISTING
NEW RETAINING
WALL - SEE
SHEET C100
F6
AE301
F3
AE351
F7
AE351
A B.4
22'-0" 4'-0"
C.J. C.J.
C.J.
BUILDING
SECTION
6'-0" W X 4'-0" H
BLAST RATED
LOUVER
C.J. SEE TYP.--------------
B5
AE503
BUILDING
SECTION
WALL
SECTION
WALL
SECTION
F6
AE503
F8
AE503
6'-0" W X 4'-0" H
BLAST RATED
LOUVER
B
B
A
GUARDRAIL -
SEE SHEET C100
GUARDRAIL -
SEE SHEET C100
EXISTING
(NOT SHOWN
FOR CLARITY) NEW WORK
6'-0" 4'-0" 7'-0" 4'-0" 4'-0" 4'-0"
1139' - 4"
C2
AE502
2'-0"
F8
AE602
F9
AE602
C9
AE502
B3
AE502
BRICK LEDGE RISE IS 8", TYP. UNO
1140' - 0"1
3" BLAST RESISTANT
INSULATED METAL
WALL PANEL
FIRST FLOOR
1148' - 0"
SECOND FLOOR
1161' - 0"
ROOF DECK
1175' - 0"
0.0
BASEMENT
1137' - 0"
C2
AE301
PARAPET
1178' - 11 1/2"
EXISTING -
PENTHOUSE
PARAPET
1189' - 8 3/4"
0.5
F9
AE351
PRECAST ARCHITECTURAL
CONCRETE TO MATCH EXISTING
BRICK TO MATCH EXISTING
REMOVE AND
REPLACE BOLLARD
EXISTING DRIVEWAY
TO REMAIN
EXISTING
GARAGE TO
REMAIN
0.80.7 F4
AE352
EXISTING
PRECAST
4'-0" 24'-0"
C.J. C.J.
BUILDING
SECTION WALL
SECTION
WALL
SECTION
NEW FLASHING
EXISTING
(NOT SHOWN
FOR CLARITY)NEW WORK
E5
AE502
LOCATION OF
MOVED LADDER
RELOCATED LOUVER IN
EXISTING WALL, MATCH
ELEVATION OF EXISTING
LOUVER, LINE WITH EDGE
OF EXISTING DOOR
C9
AE502
3" BLAST RESISTANT
INSULATED METAL
WALL PANEL
FIRST FLOOR
1148' - 0"
SECOND FLOOR
1161' - 0"
ROOF DECK
1175' - 0"
2.7 0.0
BASEMENT
1137' - 0"
C2
AE301
1.5
PARAPET
1178' - 11 1/2"
EXISTING -
PENTHOUSE
PARAPET
1189' - 8 3/4"
0.5
EGRESS
LANDING
1142' - 0"
F2
AE301
F5
AE351
12347 56 F1
AE352
PRECAST ARCHITECTURAL
CONCRETE TO MATCH EXISTING
BRICK TO MATCH EXISTING
19'-4" W X 5'-2" H
NEW LOUVER IN
EXISTING WALL
EXISTING
ELEVATION
EXISTING
TRANSFORMERS
TO REMAIN
INFILL
REMOVED
LOUVER
1.3 0.8 0.7
4'-0"16'-0"4'-0" 16'-0" 15'-8"
C.J. C.J. C.J.C.J.C.J.C.J.
5'-4" W X 4'-0" H
BLAST RATED
LOUVER
BUILDING
SECTION
WALL
SECTION
WALL
SECTION
BUILDING
SECTION
C
16'-0"19'-8"10'-0" 20'-0" 5'-8" 25'-0"
1139' - 4"
8"
F8
AE602
AE502
C2
AE502
C2
F6
AE602
F2
AE503
-------------- SIM.
TYP.
C2
AE505
C9
AE502
BRICK LEDGE RISE IS 8", TYP.
FIRST FLOOR
1148' - 0"
SECOND FLOOR
1161' - 0"
ROOF DECK
1175' - 0"
D.0 C.0 A.3
BASEMENT
1137' - 0"
PARAPET
1178' - 11 1/2"
C6
AE301
EXISTING -
PENTHOUSE
PARAPET
1189' - 8 3/4"
EGRESS
LANDING
1142' - 0"
F6
AE301
F7
AE351
B CR P O N
PRECAST ARCHITECTURAL
CONCRETE TO MATCH EXISTING
BRICK TO MATCH EXISTING
EXISTING
GARAGE TO
REMAIN
EXISTING
ELEVATION
EXISTING
MECHANICAL
LOUVER
B.4 A.9
E.J. EXISTING PRECAST
AND STONE STRING
COURSE
EXISTING
PRECAST
2'-4" 9'-8" 18'-0" 18'-4" 6'-8" 4'-0"
C.J. C.J. C.J.C.J. C.J.
BUILDING
SECTION
WALL
SECTION
BUILDING
SECTION
6'-0" W X 4'-0" H
BLAST RATED
LOUVER
E7
AE501
E7
AE501
E7
AE501
D
D
10'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"
F9
AE602
C2
AE502
F3
AE352
WALL
SECTION
B3
AE502
C9
AE502
BRICK LEDGE RISE IS 8", TYP.
3" BLAST RESISTANT
INSULATED METAL
WALL PANEL
BOTTOM OF STUB WALL,
TYP. (DASHED LINE)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMP
321 4 5 6 7 8 9 10
EXPAND PRIMARY CARE
OSCAR G. JOHNSON VA MEDICAL CENTER
325 H STREET,
IRON MOUNTAIN, MI 49801
ARCHITECT/ENGINEER
310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com
FULLY SPRINKLERED
Comm. Number: 5700.16
DECEMBER 4, 2020
585-336
U.S. Department of Veterans Affairs
100% DESIGN SUBMITTAL
Revisions: Date:
CONSULTANT
Architecture | Planning | Interior Design
2224 S. Michigan Ave. | Suite 1400 Chicago, Illinois 60604-2595
(312)-554-1400
65% SUBMITTAL 04/28/2020
project number: 1180742
95% SUBMITTAL 07/24/2020
100% SUBMITTAL 12/04/2020
B
IM
/V
A G
L H
S E x p a n d P ri m a ry
C a re /V
A A
R C
H .r v t
/1 /2
:2
:2
P M
DPD JAP
AE201
EXTERIOR ELEVATIONS
DWG. 38 OF 147
1/8" = 1'-0"AE201
C7 WEST BUILDING ELEVATION
1/8" = 1'-0"AE201
F7 NORTH BUILDING ELEVATION
1/8" = 1'-0"AE201
C1 SOUTH BUILDING ELEVATION
1/8" = 1'-0"AE201
F3 EAST BUILDING ELEVATION
4'0 8' 12'2' 4'0 8' 12'2'
4'0 8' 12'2'4'0 8' 12'2'
File details come from the government source that posted it. Updated .