657A5-21-401 - Drawings R2_Part2 - 16 pages.pdf
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METAL ROOF DECK OPENING FRAMING
NOTES:
1. ROOF DECK OPENING, SEE PLAN FOR LOCATION. OPENINGS LESS THAN 12"X12" DO NOT
REQUIRE SUPPLEMENTAL ANGLE FRAMING.
2. PROVIDE SUPPLEMENTAL ANGLE FRAMING BELOW DECK UNDER EACH EDGE OF OPENING.
SEE SECTION ABOVE FOR MORE INFORMATION.
3. WHERE EDGE OF OPENING ALIGNS WITH ROOF FRAMING MEMBER, SUPPLEMENTAL ANGLE
FRAMING NOT REQUIRED. WELD DECK TO ROOF MEMBER PER SECTION ABOVE.
SECTION, SUPPLEMENTAL ANGLE
FRAMING BELOW ROOF DECK OPENINGS
SCHEMATIC ROOF PLAN
SHOWING ROOF DECK OPENINGS
DECK OPENING,
REF NOTE 1 (TYP)
ROOF BEAM (TYP) SUPPLEMENTAL FRAMING,
SEE NOTE 2 (TYP)
L4X4X5/16 BELOW
OPENING EDGES PER
NOTES BELOWL6X6X5/16 X 4" LG, TYP.
TACK WELD TO ROOF
FRAMING MEMBER. AT
CONTRACTOR'S OPTION
FOR LOCATIONS
BETWEEN DECK FLUTES,
USE 2-L6X6X5/16 ANGLES
w/ 1/4" PLATE BETWEEN. ROOF FRAMING
MEMBER (TYP)
NOTE 3
OPENING
METAL DECKMETAL DECK PER PLAN
METAL FLOOR DECK OPENING FRAMING
NOTES:
1. FLOOR DECK OPENING, SEE PLAN FOR LOCATION. OPENINGS LESS THAN 8"X8" DO NOT REQUIRE
SUPPLEMENTAL ANGLE FRAMING.
2. PROVIDE SUPPLEMENTAL ANGLE FRAMING AT EACH EDGE OF OPENING. SEE SECTION ABOVE
FOR MORE INFORMATION.
3. WHERE EDGE OF OPENING ALIGNS WITH ROOF FRAMING MEMBER, SUPPLEMENTAL ANGLE
FRAMING BELOW DECK NOT REQUIRED. WELD DECK TO FLOOR MEMBER PER SECTION ABOVE.
SECTION, SUPPLEMENTAL ANGLE
FRAMING BELOW FLOOR DECK OPENINGS
SCHEMATIC FLOOR PLAN
SHOWING FLOOR DECK OPENINGS
DECK OPENING,
SEE NOTE 1 (TYP)
FLOOR BEAM (TYP) SUPPLEMENTAL FRAMING,
SEE NOTE 2 (TYP)
L4X4X5/16 BELOW OPENING
EDGES PERPENDICULAR TO
FLOOR BEAMS
L6X6X5/16 X 4" LG, TYP.
TACK WELD TO ROOF
FRAMING MEMBER. AT
CONTRACTOR'S OPTION
FOR LOCATIONS
BETWEEN DECK FLUTES,
USE 2-L6X6X5/16 ANGLES
w/ 1/4" PLATE BETWEEN.
3/16"
(TYP) FLOOR BEAM (TYP)
NOTE 3
OPENING
METAL DECKMETAL DECK PER PLAN
5/8" 6" OC
DECK TO
ANGLE
(TYP)
L5X3X1/4 (LLV) AT OPENING
PERIMETER EDGES (TYP)
ROOFTOP UNIT SUPPORT ON STEEL ROOF
NOTES:
1. ROOFTOP UNIT, SEE PLAN FOR LOCATION AND UNIT WEIGHT INFORMATION.
2. PROVIDE SUPPLEMENTAL ANGLE FRAMING BELOW DECK UNDER EACH EDGE OF ROOFTOP UNIT.
SEE SECTION ABOVE FOR MORE INFORMATION.
3. WHERE UNIT CURB ALIGNS WITH ROOF FRAMING MEMBER, SUPPLEMENTAL ANGLE FRAMING NOT
REQUIRED. WELD DECK TO ROOF MEMBER PER SECTION ABOVE.
SECTION, SUPPLEMENTAL ANGLE
FRAMING BELOW DECK
SCHEMATIC ROOF PLAN
SHOWING DIFFERENT ROOFTOP UNIT PLACEMENTS
ROOFTOP UNIT,
SEE NOTE 1 (TYP)
ROOF BEAM (TYP) SUPPLEMENTAL
FRAMING, SEE
NOTE 2 (TYP)
L4X4X5/16 BELOW
DECK PER NOTES
BELOW
L6X6X5/16 X 4" LG, TYP.
TACK WELD TO ROOF
FRAMING MEMBER. AT
CONTRACTOR'S OPTION
FOR LOCATIONS
BETWEEN DECK FLUTES,
USE (2) L6X6X5/16
ANGLES w/ 1/4" PLATE
BETWEEN.
ROOF BEAM (TYP)
5/8" 6" OC
DECK TO
ANGLE
(TYP)
NOTE 3
3/16"
(TYP)
3/16"
(TYP)
#4 CONT
HORZ (TYP.)
T-INTERSECTION
PLAN VIEW
CORNER
PLAN VIEW
CMU BOND BEAM CORNER AND T-INTERSECTION REINFORCING
CONTINUE
VERT REINF
THRU BOND
BEAM (TYP.)
#4 CONT
HORIZ (TYP.)
CONTINUE
VERT REINF
THRU BOND
BEAM (TYP.)
INTERIOR CMU WALL - SEE
PLAN AND ARCH DRAWINGS
FOR MORE INFORMATION
CONCRETE BEAM OR SLAB ON
GRADE - SEE FOUNDATION
PLAN FOR MORE INFORMATION
INTERIOR CMU WALL -
SEE PLAN AND ARCH
DRAWINGS FOR MORE
INFORMATION
SLAB PER PLAN
BEAM PER PLAN
DRILL AND GROUT
ALL VERT BARS INTO
SLAB, 3" EMBED
SLAB ON GRADE ELEVATED SLAB
BENT BAR DOWEL, MATCH
SIZE AND SPACING OF WALL
REINF
EQ
EQ
CMU WALL BASE REINFORCING
INTERIOR CMU WALL -
SEE PLAN FOR MORE
INFORMATION
METAL DECK
PER PLAN
BEAM PER
PLAN (TYP.)
L4X4X1/4 CONT. DO
NOT ANCHOR TO WALL.
T/WALL PARALLEL TO
FRAMING ABOVE
HSS3X1-1/2X3/16 (LDH) @
6'-0"OC IN DECK FLUTES
3/16
(TYP)
3/16
(TYP)
BEAM PER PLAN 3/16 3
L4X4X1/4 X 8" LG
AT EA BEAM. DO
NOT ANCHOR TO
WALL.
T/WALL PERPENDICULAR
TO FRAMING ABOVE
2" C
LR
INTERIOR CMU WALL -
SEE PLAN FOR MORE
INFORMATION
CMU T/WALL BRACING
LADDER TYPE,
HORIZONTAL JOINT
REINFORCING, 9 GA
CONTROL JOINT - SEE CMU
CONTROL JOINT DETAIL THIS
SHEET
SEE PLAN FOR VERT
REINF SIZE AND SPACING
JAMB BLOCK EACH SIDE
OF CONTROL JOINT
JAMB BLOCK
PROVIDE (2) #5
VERTICAL BARS AT
ALL OPENING JAMBS
MASONRY
WALL OPENING
GROUT ALL CELLS w/
REINF SOLID (TYP.)
CMU BOND BEAM CORNER AND T-INTERSECTION REINFORCING
CONTINUOUS SEALANT
& BACKER ROD (TYP)
1/2" FIBER BOARD FULL
HEIGHT OF JOINT
JAMB UNIT, EACH SIDE
OF CONTROL JOINT
#5 VERT BAR IN
EACH OF LAST
TWO CELLS
ADJACENT TO
CONTROL JOINT
(TYP.)
NOTCH BLOCK FULL HEIGHT
TO RECEIVE RUBBER
CONTROL JOINT MATERIAL
STOP LADDER TYPE HORIZ JOINT
REINF 1" MAX SHORT OF EA SIDE
OF CONTROL JOINT (TYP.)
CMU CONTROL JOINT DETAIL
3/8" CONTROL JOINT, SEE
CMU CONTROL JOINT
DETAIL THIS SHEET
PROVIDE (2) #5 VERT
BAR AT INTERSECTION
T-INTERSECTION
PLAN VIEW
PRE-FABRICATED
TEE HORIZ JOINT
REINF, 9 GAUGE (TYP) PROVIDE (3) #5 VERT
BAR AT CORNER
CORNER
PLAN VIEW
SEE PLAN FOR
WALL REINF SIZE
AND SPACING (TYP.)
GROUT ALL CELLS w/
REINF SOLID (TYP.)
CMU BOND BEAM CORNER AND T-INTERSECTION REINFORCING
3/8" CONTROL JOINT, SEE
CMU CONTROL JOINT
DETAIL THIS SHEETPRE-FABRICATED
CORNER HORIZ JOINT
REINF, 9 GAUGE (TYP)
SEE PLAN FOR
WALL REINF SIZE
AND SPACING (TYP.)
GROUT ALL CELLS w/
REINF SOLID (TYP.)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
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C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
ST
R
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T (2
6)
.rv t
5/ 6/
:2
6:
P M
SF601
FRAMING TYPICAL DETAILS
05/07/2026 KES EMO
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION, ILLINOIS 62959
CONTRACT
DOCUMENTS A
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1 CONTRACT DOCUMENTS 05/07/2026
AREA DECK
METAL ROOF DECK FASTENING SCHEDULE
MAIN ROOF
DFP-1 1.5B 36/9 (13) PER SPAN
1.
2.
3.
4.
NOTES:
SUPPORT FASTENERS: 5/8" DIAMETER PUDDLE WELDS, HILTI X-HSN 24, OR APPROVED
EQUAL.
SIDELAP FASTENERS: #10 SELF-DRILLING SCREWS, HILTI S-SLC 02 M HWH SIDELAP
CONNECTOR, OR APPROVED EQUAL.
IN ADDITION TO FASTENING PATTERN NOTED, PROVIDE SUPPORT FASTENERS @ 6"OC
AT ALL DECK EDGES (OPENINGS, DECK PERIMETER, ETC).
AT FLOOR CONSTRUCTION, HEADED STUD CAN REPLACE THE SUPPORT FASTENER
SHOWN ABOVE. WHERE STUD SPACING DOES NOT MEET ABOVE REQUIREMENTS,
SUPPLEMENT WITH SUPPORT FASTENERS AT MAX SPACING NOTED ABOVE.
ALL FLOOR
DECK 36/4 (2) PER SPAN
SUPPORT FASTENERS SIDELAP
FASTENERS
1.5VL
SIDELAP
FASTENERS
PER
SCHEDULE
SUPPORT
FASTENERS
PER SCHEDULE
METAL
DECK PER
PLAN
SUPPORT
MEMBER:
BEAM PER
PLAN, TYP
DECK SPAN
DECK UNIT
MAIN ROOF
DFP-2 1.5B 36/5 (7) PER SPAN
BP80
3/8
1" THICK PL
W10 COLUMN
3" 6" 3"
3" 6"
3"
BP10
1'
0"
1' - 0"
HOLES FOR 3/4"
DIA ANCHORS,
SEE ANCHOR
BOLT SCHED
3/8
1" THICK PL
HSS8X8 COL
2" 1' - 0" 2"
2" 6"
2"
1' - 4"
HOLES FOR 3/4"
DIA THRU BOLTS
(BP BOLTED TO
STEEL MEMBER
BELOW)
BASE PLATE SCHEDULE
BP50
3/8
1" THICK PL
HSS5X5 COL
1 1/2" 8" 1 1/2"
1/
4" 3"
1/
4"
1/
2"
11"
HOLES FOR 3/4"
DIA THRU BOLTS
(BP BOLTED TO
STEEL MEMBER
BELOW)
WASHER AND NUT
FULLY-THREADED
ANCHOR ROD
BASE PLATE PER
BASE PLATE
SCHEDULE
TOP OF
CONCRETE
WASHER AND
DOUBLE NUT
2" NON-SHRINK
GROUT, TYP.
5" M
IN
PR
O
JE
C
TI
O N
PE
R
S C
H
ED
M
IN
E M
BE
D
ANCHOR BOLT SCHEDULE
MARK LINTEL SIZE
LINTEL SCHEDULE AND DETAILS
L2
L1 16X8 CMU BOND BEAM
LINTEL
TYPE
A
BEARING
TYPE
Z
BEARING
WIDTH
8" MIN
BEARING
PLATE
LINTEL TYPE 'A'
BOND BEAM w/ (2)
#5 CONT + GROUT,
EXTEND 8" MIN
BEYOND EA SIDE
OF OPNG
MASONRY WALL w/
REINF + GROUT
PER ELEVATION,
TERMINATE w/ STD
HOOK INTO BOND
BEAM
1.
2.
NOTES:
REFER TO MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR LOCATION &
SIZE OF WALL OPENINGS NOT INDICATED ON THIS SET.
NOTIFY ARCHITECT & SEOR IF LINTEL IS NOT PROVIDED FOR OPENING.
BOND BEAM PER
LINTEL SCHEDULE
LINTEL SCHED
MIN BRG PER
8X8 CMU BOND BEAM A Z 8" MIN
T/OPNGLI
N
TE
L
SC
H
ED
BB
H
EI
G H
T
PE
R
BEARING TYPE 'Z'
MASONRY WALL w/
REINF PER ELEVATION
AND TYPICAL DETAILS
GROUT CELLS BELOW LINTEL
BEARING SOLID, 16"X16" MIN
(AT SIM, GROUT 16" WIDE AND
SOLID TO FLOOR BELOW)
ANCHOR
DIAMETER
3/4" 9"
MIN
EMBED
1" 12"
A
D
61 3
B
685PLF SHEAR AT ROOF DIAPHRAGM
PL
F
SH
EA
R A
T R
O O
F D
IA
PH
R
AG
M
685PLF SHEAR AT ROOF DIAPHRAGM
PL
F
SH
EA
R A
T R
O O
F D
IA
PH
R
AG
M
PL
F
SH
EA
R A
T M
EZ
Z
D
IA
PH
R
AG
M
560PLF SHEAR AT MEZZ DIAPHRAGM
560PLF SHEAR AT MEZZ DIAPHRAGM
1.
2.
3.
NOTES:
SHEAR WALLS ARE NONLOADBEARING AND TAKE NO VERTICAL FRAMING FORCES. SEE FRAMING
SECTIONS FOR MORE INFORMATION.
LOADS SHOWN ON PLAN ABOVE ARE LRFD-LEVEL EARTHQUAKE LOADS AND ACT PARALLEL TO THE
FACE OF THE WALL. WIND DOES NOT GOVERN DESIGN.
OUT-OF-PLANE WALL LOADS (ACTING PERPENDICULAR TO WALL FACE) ARE AS FOLLOWS: 52PSF ENTIRE WALL SURFACE; 1426PLF AT THE ROOF DIAPHRAGM, LRFD-LEVEL. WIND DOES NOT GOVERN DESIGN.
THESE LOADS HAVE NOT BEEN INCREASED BY THE WALL ANCHORAGE FORCE AMPLIFICATION FACTOR
OF ASCE 7-22 12.11.2.
SHEAR WALL LOADING SCHEDULE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
ST
R
U C
T (2
6)
.rv t
5/ 6/
:2
6:
P M
SF701
FRAMING SCHEDULES
05/07/2026 KES EMO
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION, ILLINOIS 62959
CONTRACT
DOCUMENTS 49
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1 CONTRACT DOCUMENTS 05/07/2026
02.01
02.02
AD101
-B49
VE
R
IF
Y
IN
F
IE
LD
/2
VE
R
IF
Y
IN
F
IE
LD
VERIFY IN FIELD
62' - 3" +/-
GENERAL NOTES
A.
B.
C.
D.
E.
F.
G.
H.
REFER TO SHEET GI000 FOR GENERAL NOTES.
REFER TO SHEET GI001 FOR SYMBOL LEGEND.
REPRESENTATION OF EXISTING ELEMENTS ON DRAWINGS IS NOT EXHAUSTIVE, AND MUST BE FIELD VERIFIED BY THE
CONTRACTOR. COORDINATE ALL QUANTITIES AND AREAS IN FIELD.
ALL ELEMENTS OUTSIDE THE AREA OF DEMOLITION THAT SUFFER DAMAGE DURING DEMOLITION OR REMOVAL OF MATERIAL
SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR.
ALL UTILITY SYSTEM AND OTHER COMPONENTS THAT ARE SCHEDULED FOR DEMOLITION/ DISCONNECTION SHALL BE REMOVED IN THEIR ENTIRETY. CONTRACTOR SHALL NOT CAP AND/OR ABANDON IN PLACE UNLESS SPECIFICALLY INSTRUCTED BY THE VA.
COORDINATE ALL DEMOLITION WORK WITH OTHER DISCIPLINES.
CONTRACTOR TO COORDINATE WITH VA ON ALL SHUTDOWNS PRIOR TO BEGINNING WORK.
CONTRACTOR TO VERIFY WITH THE VA ON ALL EQUIPMENT THAT IS TO BE SALVAGED, REUSED, AND/OR TURNED OVER TO THE
GOVERMENT.
LEGEND
REMOVE / DEMOLISH EXISTING CONSTRUCTION
ST
R
U C
TU
R
E
TO
B E
D
EM
O
LI
SH
ED
, V
IF
8'
0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/M ar io n
IL
_B
(2
6) .rv t 5/
7/
:4 4:
A
M
AD101 -B49
B49 - DEMOLITION FLOOR PLAN
AND ELEVATION
05/07/2026 SS KJ
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
MARION, ILLINOIS
CONSTRUCTION
DOCUMENTS 100% 49
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
SITE KEY PLAN
NEW CHILLER PLANT
EXISTING CHILLER PLANT - BLDG 49
37MOD-5
MOD-1
49 MOD-4
MOD-6
NORTH
DRAWING NOTES
02.01 DEMOLISH EXISTING STRUCTURE IN ITS ENTIRETY INCLUDING ALL EQUIPMENT, FIXTURES, FOUNDATIONS, ETC. - SEE ALL
DISCIPLINES FOR RELATED WORK AND COORDINATE.
02.02 DEMOLISH EXISTING COURTYARD SLAB AND FENCES INCLUDING ALL EQUIPMENT, FIXTURE, AND SUPORT STRUCTURES -
SEE ALL DISCIPLINES FOR RELATED WORK
1/8" = 1'-0"1 B49 - DEMOLITION FLOOR PLAN
1/8" = 1'-0"2 B49 - EAST DEMOLITION ELEVATION
1 CONTRACT DOCUMENTS 05/07/2026
stidh eSeal_OH_Stidham_351290_Signed
UP
/4
8' - 3 3/4"
CHILLER PLANT
ELECTRICAL ROOM
ELECTRICAL ROOM
CONTROL ROOM
TOILET
TR
H.A.C.
AE301
AE301
AE301
AE301
AE301
AE301
105A
AE301
AE301
AE201
AE201 5
AE201
AE2016
08.01
05.01
38' - 9" 3' - 4" 6' - 8" 14' - 0" 46' - 3"
8'
0" 5'
5"
8'
0" 5'
0"
8'
0"
3/
4"
17' - 0" 19' - 6"
UP
R1
R1
B2
03.02
03.02
10.01
10.01
R1
A
D
632 54
B
C
R2
B1 8'
3/ 4"
B1
AE311
7'
4" 1'
3/ 4"
03.02
03.02
03.02
03.02
03.02
03.02 03.02 03.02
03.0203.02
03.03
AE310
AE310
05.05 05.05
03.04
03.04
03.04
03.04
AE321
03.05
AE321
CR
CR
/4
6'
8" 3'
1/ 4"
6'
8"
3/
4"
55' - 0 1/4" 3' - 4" 50' - 7 3/4"
19' - 0" 24' - 4" 23' - 11" 25' - 8" 14' - 5"
/2
/2
10' - 4" 1' - 4"
12' - 0 3/4"
100B
100A
4' - 4"
1' - 4"
6'
2"
11' - 4 1/4"
B2
9'
1/
4"
B2
2'
8"
4'
0"
3'
4" 5'
4"
3'
4" 3'
8"
3'
4" 5'
8"
B2
3'
- 0
6' - 0"
3' - 0" 7'
- 6
3' - 0" 7'
- 6
3' - 0" 7'
- 6
3' - 0" 3' - 0"
3' - 0"
6'
- 6
6'
- 6
6'
- 6
6' - 0"
6' - 0" 3'
- 0
3'
- 0
4'
- 5
3/ 4"
4'
- 5
3/ 4"1'
7"
4' - 6"
6' - 0" 1' - 3 3/4"
45' - 4"
106A
CR
08.04
2'
6" 6'
8"
08.06
3/ 4"
63' - 8"
110' - 9"
2' - 8" 3' - 4" 29' - 8" 3' - 4" 6' - 4"
32' - 0"
/4
1'
4"
OPEN
AE431
AE431
R3
09.08
1'
6"
GENERAL NOTES
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
ALL DIMENSIONS ARE FROM FINISHED FACE OF PARTITIONS.
ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. DO NOT SCALE DRAWINGS.
THE EDGE OF ALL DOOR JAMBS AT STRIKE SIDE, UNLESS INDICATED OTHERWISE, ARE TO BE 18" MINIMUM FROM THE FACE OF
INTERSECTING WALLS.
IF THE GENERAL CONTRACTOR SHOULD DISCOVER ANY UNFORESEEN CONDITIONS DURING CONSTRUCTION, THE VA SHOULD BE NOTIFIED IMMEDIATELY AND THAT PARTICULAR WORK SHOULD BE DISCONTINUED UNTIL NECESSARY REVISIONS CAN BE DECIDED
UPON.
REFER TO MECHANICAL, ELECTRICAL AND PLUMBING SHEETS FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING RELATED WORK.
REFER TO STRUCTURAL SHEETS FOR ALL STRUCTURAL RELATED WORK.
ALL GYPSUM BOARD WALLS SHALL RECEIVE A LEVEL 4 FINISH, UNLESS NOTES OTHERWISE.
ALL EXPOSED GYPSUM BOARD IN RESTROOMS SHALL BE MOISTURE RESISTANT.
ALL INTERIOR STUDS TO DECK SHALL BE MINIMUM 20 GAUGE.
SEE ROOM FINISH SCHEDULE FOR ALL FLOOR AND WALL FINISHES.
SEE COVER SHEET FOR DEDUCT ALTERNATE INFORMATION.
LEGEND
2 HOUR RATED WALL
CARD READER - SEE ELECTRICAL AND
TECHNOLOGY DRAWINGSCR
AE301
AE301
AE301
AE301
AE301
AE301
AE301
AE301
2049 SF
MEZZANINE
AE201
AE201 5
AE201
AE2016
05.01
05.02
OPEN TO
BELOW
05.03
A
D
632 54
B
C
AE310
AE310
AE310
08.03
AE321
05.06
19' - 0" 24' - 4" 23' - 11" 25' - 8" 14' - 5"
/2
/2
/4
6'
8"
OPEN TO
BELOW
2'
6" 8'
0"
AE202
63' - 8"44' - 8 1/2"
/4
109' - 0"
03.02
03.02
3/ 4"
110' - 9"
/4
5'
9'
1" 6'
2"
11' - 1" 19' - 2"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
1:
A M
AE101
FLOOR PLANS
05/07/2026 SPS KJ
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1/8" = 1'-0"
FIRST FLOOR PLAN
SITE KEY PLAN
NEW CHILLER PLANT
EXISTING CHILLER PLANT - BLDG 49
37MOD-5
MOD-1
49 MOD-4
MOD-6
NORTH
1/8" = 1'-0"
MEZZANINE FLOOR PLAN
DRAWING NOTES
03.02 CONCRETE EQUIPMENT PAD - SEE STRUCTRUAL DRAWINGS
03.03 CONCRETE PIT FOR UNDERGROUND LINES - SEE SECTION DETAILS AND STRUCTRUAL DRAWINGS
03.04 POUR-THRU SLAB AT DOOR
03.05 EXTERIOR CONCRETE SLAB SLOPE AWAY FROM BUILDING AND ALL DOORS - SEE SECTION DETAILS
05.01 PRE ENGINEERED METAL GRATE STAIR WITH INTEGRATED GUARD AND HANDRAIL. STRINGERS AND GUARD RAIL TO
RECEIVE PAINT (P-5) - SEE FINISH LEGEND - SEE STRUCTURAL DRAWINGS
05.02 1 1/2" DIA. STEEL GUARD RAIL AT 42" AFF. - PAINT (P-5)
05.03 REMOVABLE 1 1/2" DIA. STEEL GUARD RAIL AT 42" AFF. - PAINT (P-5)
05.05 6" STEEL DIAMETER CONCRETE FILLED MANUFACTURED METAL BOLLARD - SEE SECTION DETAIL
05.06 ALIGN TOP OF METAL GRATE LANDING FLUSH TO TOP OF CONCRETE MEZANINE
08.01 4 1/2" ALUMINUM STOREFRONT WINDOW SYSTEM
08.03 PREFINISHED MECHANICAL LOUVER - SEE MECHANICAL DRAWINGS
08.04 INSULATED OVERHEAD COILING DOOR WITH INDEPENDENT COILING SECURITY SCREEN
08.06 30" X 30" 2HR RATED ACCESS PANEL WITH INTGRATED LOCK
09.08 4' X 8' X 3/4" FIRE RETARDANT PLYWOOD MOUNTED AT 4' A.F.F. ENTIRE WIDTH OF WALL
10.01 WALL MOUNTED FIRE EXTINGUISHER CABINET - 48" A.F.F. TO CENTER OF HANDLE
NORTH
1 CONTRACT DOCUMENTS 05/07/2026
GENERAL NOTES
A.
B.
C.
D.
E.
F.
G.
ALL DIMENSIONS ARE FROM FINISHED FACE OF PARTITIONS.
ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. DO NOT SCALE DRAWINGS.
IF THE GENERAL CONTRACTOR SHOULD DISCOVER ANY UNFORESEEN CONDITIONS DURING CONSTRUCTION, THE VA SHOULD BE NOTIFIED IMMEDIATELY AND THAT PARTICULAR WORK SHOULD BE DISCONTINUED UNTIL NECESSARY REVISIONS CAN BE
DECIDED UPON.
REFER TO MECHANICAL, ELECTRICAL AND PLUMBING SHEETS FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING RELATED
WORK. REFER TO STRUCTURAL SHEETS FOR ALL STRUCTURAL RELATED WORK.
SEE AE151 AND AE152 FOR DETAILS AND INTERIOR ELEVATION CALL OUTS.
SEE COVER SHEET FOR DEDUCT ALTERNATE INFORMATION.
FALL PROTECTION SYSTEM IS SHOWN FOR REFERENCE ONLY. FINAL DESIGN, DETAILING, AND SPECIFICATION OF FALL PROTECTION MUST BE COMPLETED AND APPROVED BY A QUALIFIED FALL PROTECTION DESIGN PROFESSIONAL IN
ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS.
XX000
AE301
AE301
AE301
AE301
AE301
AE301
AE301
AE301
TYP.
07.01
08.02
07.02
A
D
632 54
B
C
1"
22.02 22.02 22.02
07.04
/2
/2
19' - 0" 24' - 4" 23' - 11" 25' - 8" 14' - 5"
7'
0" 7'
0"
27' - 3 1/2"
1/4" / 12"
22.04 22.04 22.04
1/ 4"
1/
4"
1/ 4"
1/ 4"
AE431
07.02
07.02
07.04
07.0407.04
07.04
6' - 0" 31' - 10" 5' - 0" 3' - 10"
7'
3/
4" 6'
0"
0"
/4
110' - 9"
18' - 6"
A
B
AE311
AE311
AE321301
7'
1/
4" 6'
/4
27' - 2 3/4"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
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.rv t
5/ 6/
:3
7:
A M
AE102
ROOF PLAN
05/07/2026 SPS KJ
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
SITE KEY PLAN
NEW CHILLER PLANT
EXISTING CHILLER PLANT - BLDG 49
37MOD-5
MOD-1
49 MOD-4
MOD-6
NORTH
1/8" = 1'-0"
ROOF PLAN
DRAWING NOTES
07.01 EPDM ROOF MEMBRANE OVER MINIMUM 5" RIGID INSULATION OVER SLOPED METAL DECK
07.02 TAPERED INSULATION ROOF CRICKET - 1/4"=1'-0" MINIMUM SLOPE
07.04 INTEGRAL ROOF MEMBRANE WALKWAY
08.02 6' X 6' PRE-FINISHED EQUIPMENT ACCESS ROOF SCUTTLE
22.02 ROOF OVERFLOW DRAIN - SEE PLUMBING DRAWINGS
22.04 ROOF PRIMARY DRAIN - SEE PLUMBING DRAWINGS
1/8" = 1'-0"
PENTHOUSE PLAN
DN
NORTH
1 CONTRACT DOCUMENTS 05/07/2026
T
T
T
T
A
D
632 54
B
C
4843 SF
CHILLER PLANT
578 SF
ELECTRICAL ROOM
832 SF
ELECTRICAL ROOM
191 SF
CONTROL ROOM
73 SF
TOILET
100 SF
TR
74 SF
H.A.C.
8' - 0"
8' - 0"
8' - 0"
07.03
07.03
07.03
01.01
A
D
632 54
B
C
GENERAL NOTES
A.
B.
C.
D.
E.
SEE MEP & FP DRAWINGS FOR ADDITIONAL INFORMATION REGARDING FINAL INFORMATION, QUANTITIES AND LAYOUT OF ALL
FIXTURES/DEVICES TO BE INSTALLED IN CEILING.
SEE STRUCTURAL DRAWING FOR ALL STRUCTURAL RELATED ITEMS.
SEE ELECTRICAL FINISH SCHEDULE FOR ALL LIGHTING FIXTURE TYPES AND LIGHTING SPECIFICATIONS.
CENTER CEILING GRID WITHIN ROOM UNLESS NOTES OTHERWISE.
CENTER SPRINKLER HEAD WITHIN CEILING TILE UNLESS NOTED OTHERWISE.
LEGEND
INDICATES CEILING HEIGHT
ACOUSTIC CEILING TILE AND GRID -
SEE FINISH SCHEDULE
2'-0" x 2'-0" LIGHT FIXTURE - SEE
ELECTRICAL DRAWINGS
PENDANT LIGHT FIXTURE - SEE
ELECTRICAL DRAWINGS
1' - 0"
EMERGENCY PENDANT LIGHT
FIXTURE - SEE ELECTRICAL DRAWINGS
SUPPLY DIFFUSER - SEE
MECHANICAL DRAWINGS
EXHAUST - SEE MECHANICAL
DRAWINGS
RETURN - SEE MECHANICAL
DRAWINGS
EXHAUST FAN - SEE MECHANICAL
DRAWINGS
LINEAR PENDANT LIGHT FIXTURE - SEE
ELECTRICAL DRAWINGS
LINEAR EMERGENCY PENDANT LIGHT
FIXTURE - SEE ELECTRICAL DRAWINGS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
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H (2
6)
.rv t
5/ 6/
0:
:1
AM
AE141
FIRST FLOOR REFLECTED
CEILING PLAN
05/07/2026 SPS SPS
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1/8" = 1'-0"
FIRST FLOOR - RCP
1/8" = 1'-0"
SECOND FLOOR - RCP
DRAWING NOTES
01.01 PROVIDE SEISMIC BRACING FOR SUSPENDED CEILINGS PER ASTM E580 AND ASCE 7 - COORDINATE WITH STRUCTURAL.
07.03 3" OF CLOSED CELL SPRAY FOAM INSULATION WITH INTUMESCENT COATING ON METAL DECK IN INTERSTITIAL SPACE ABOVE
CEILING
1 CONTRACT DOCUMENTS 05/07/2026
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
AE301
AE301
1 632 54
8'
03.08
TYP.
03.15
03.08
B C1 D E F G HAA2 A A
07.09
100B
111' - 5"
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
AE301
AE301
AE301
AE301
AE301
AE301
A DB C
8'
03.08
TYP.
03.15
03.08
08.05
G F D2 D1 CH1 B1
07.09
105A 106A
32.05
66' - 4 3/4"
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
AE301
AE301
16 3 25 4
8'
32.0432.05 08.0403.08 03.08
TYP.
03.15
A A A B D3 E F G HJA1
07.09
100A
111' - 5 1/2"
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
AE301
AE301
AE301
AE301
AE301
AE301
AD BC
8'
03.08
TYP.
03.15
03.08
G F E D CH1 B1
07.09
32.05
66' - 4 3/4"
GENERAL NOTES
A.
B.
C.
D.
VERIFY ALL CONDITIONS PRIOR TO FABRICATION, ERECTION, AND INSTALLATION.
SEE STRUCTURAL DRAWINGS FOR DEPTHS OF FOUNDATIONS, FOOTINGS, COLUMN SIZES AND LOCATIONS.
SEE ELECTRICAL DRAWINGS FOR ADDITIONAL EXTERIOR LIGHT FIXTURE INFORMATION.
SEE MECHANICAL DRAWINGS FOR EXTERIOR LOUVER TYPES, SIZES, AND COORDINATION.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
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5/ 6/
:0
2:
A M
AE201
EXTERIOR ELEVATIONS
05/07/2026 SPS SPS
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
DRAWING NOTES
03.08 CONCRETE FOUNDATION - SEE STRUCTURAL DRAWINGS
03.15 PRECAST INSULATED CONCRETE WALL PANEL - REFER TO EXTERIOR WALL PANEL DETAILS FOR MORE INFORMATION.
07.09 PREFINISHED METAL COPING
08.04 INSULATED OVERHEAD COILING DOOR WITH INDEPENDENT COILING SECURITY SCREEN
08.05 PREFINISHED MECHANICAL LOUVER WITH BIRD BLOCK
32.04 6" CONCRETE CURB - SEE CIVIL DRAWINGS
32.05 6" DIA. STEEL BOLLARDS WITH STEEL CAP - ENCASED IN CONCRETE BELOW GRADE - PAINT SAFETY YELLOW
NORTH
1/8" = 1'-0"3 SOUTH ELEVATION
1/8" = 1'-0"5 WEST ELEVATION
1/8" = 1'-0"1 NORTH ELEVATION
1/8" = 1'-0"6 EAST ELEVATION
1 CONTRACT DOCUMENTS 05/07/2026
9' - 11 1/4"
4'
0"
9' - 11 1/4"
8'
0"
9' - 11 1/4"
9' - 11 1/4"
9' - 11 1/4"
9' - 11 1/4"
8'
0"
/4
9' - 11 1/4"
4'
0"
9' - 11 1/4"
A B C
D E F
G H H1
4'
0"
7' - 11 1/4"
B1
7' - 3 1/4"
A1
13' - 11 1/4"
J
9' - 11 1/4"
D1
2' - 4 3/4" 6' - 8" 10 3/4"
1'
6"
6'
0"
MECHANICAL LOUVER
B.O. PANEL
4'
0"
7' - 11 1/4"
9' - 11 1/4"
D3
B.O. BEVEL EDGE
B.O. BEVEL EDGE
B.O. BEVEL EDGE
B.O. BEVEL EDGE
B.O. BEVEL EDGE
B.O. BEVEL EDGE
B.O. BEVEL EDGE
6' - 7 3/4" 3' - 3 3/4"
7'
2"
9' - 11 1/4"
D2
3' - 3" 6' - 8 1/4"3' - 3" 6' - 8 1/4"
DOOR OPENING
10' - 8 1/4"
A2
8'
0"
9' - 11 1/4"
C1
B.O. BEVEL EDGE
DOOR OPENING
3' - 3" 1' - 6 1/4"
B.O. BEVEL EDGE
7'
2"
7'
2" 4'
7'
2" 4'
DOOR OPENING DOOR OPENING
B.O. BEVEL EDGE B.O. BEVEL EDGE B.O. BEVEL EDGE
B.O. PANEL
B.O. BEVEL EDGE
GARAGE DOOR OPENING
B.O. BEVEL EDGE
B.O. PANEL
B.O. PANEL
B.O. PANEL B.O. PANEL
GENERAL NOTES
A.
B.
C.
D.
VERIFY ALL CONDITIONS PRIOR TO FABRICATION, ERECTION, AND INSTALLATION.
SEE STRUCTURAL DRAWINGS FOR DEPTHS OF FOUNDATIONS, FOOTINGS, COLUMN SIZES AND LOCATIONS.
SEE ELECTRICAL DRAWINGS FOR ADDITIONAL EXTERIOR LIGHT FIXTURE INFORMATION.
SEE MECHANICAL DRAWINGS FOR EXTERIOR LOUVER TYPES, SIZES, AND COORDINATION.
B.O. BEVEL EDGE
7 1/2" 3" 4"
2"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
2:
A M
AE202
EXTERIOR WALL PANEL DETAILS
05/07/2026 SPS SPS
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1/8" = 1'-0"1 EXTERIOR PRECAST WALL PANEL ELEVATIONS
1" = 1'-0"2 EXTERIOR WALL PANEL SECTION (TYPICAL)
Panel Schedule
Mark Count Height
BEVEL
OFFSET MATERIAL WIDTH
A 3 32' - 0" 0' - 0" PRECAST CONCRETE 10' - 0"
A1 1 32' - 0" 0' - 0" PRECAST CONCRETE 7' - 6"
B 1 28' - 0" 4' - 0" PRECAST CONCRETE 10' - 0"
B1 2 28' - 0" 4' - 0" PRECAST CONCRETE
C 2 24' - 0" 8' - 0" PRECAST CONCRETE
D 1 20' - 0" 12' - 0" PRECAST CONCRETE
D1 1 20' - 0" 12' - 0" PRECAST CONCRETE
D3 1 20' - 0" 12' - 0" PRECAST CONCRETE
E 3 16' - 0" 16' - 0" PRECAST CONCRETE
F 3 12' - 0" 20' - 0" PRECAST CONCRETE
G 3 8' - 0" 24' - 0" PRECAST CONCRETE
H 1 4' - 0" 28' - 0" PRECAST CONCRETE
H1 2 4' - 0" 28' - 0" PRECAST CONCRETE
J 1 18' - 0" 14' - 0" PRECAST CONCRETE
Grand total: 25
1 CONTRACT DOCUMENTS 05/07/2026
GENERAL NOTES
A.
B.
C.
D.
E.
F.
G.
ALL DIMENSIONS ARE FROM FINISHED FACE OF WALLS TO FINISHED FACE OF STRUCTURE.
ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. DO NOT SCALE DRAWINGS.
VERIFY ALL CONDITIONS PRIOR TO FABRICATION, ERECTION, AND INSTALLATION.
SEE STRUCTURAL DRAWINGS FOR DEPTHS OF FOUNDATIONS, FOOTINGS, COLUMN SIZES AND LOCATIONS..
SEE ELECTRICAL DRAWINGS FOR ADDITIONAL EXTERIOR LIGHT FIXTURE INFORMATION.
SEE MECHANICAL DRAWINGS FOR EXTERIOR LOUVER TYPES, SIZES, AND COORDINATION.
ALL STRUCTURAL COLUMNS AND BEAMS ON THE FIRST FLOOR TO RECEIVE 2 HOUR SPRAY APPLIED FIREPROOFING.
ALL STRUCTURAL COLUMNS AND BEAMS ON THE MEZZANINE LEVEL TO RECEIVE 1 HOUR SPRAY APPLIED
FIREPROOFING.
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
AD BC
8'
03.12
32.05
08.04
03.0803.08 03.0803.08
07.17 08.02
03.0703.07
2' - 0"
07.09
104 103 102
6" 6"
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
8'
16 3 25 4
03.12
03.08
07.17 08.02
03.0803.0803.0803.0803.08
03.12
03.07 03.0703.02
07.09
101100B
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
16 3 25 4
8'
03.12
03.08
07.17 08.02
03.0803.0803.0803.0803.08
07.17
03.0703.07
07.09
100B 101 105
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
16 3 25 4
8'
07.17
03.12
03.08
07.17
03.0803.0803.0803.0803.08
03.12
03.06
03.0703.07
07.09
106100B
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
2:
A M
AE301
BUILDING SECTIONS
05/07/2026 SPS KJ
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
SITE KEY PLAN
NEW CHILLER PLANT
EXISTING CHILLER PLANT - BLDG 49
37MOD-5
MOD-1
49 MOD-4
MOD-6
NORTH
DRAWING NOTES
03.02 CONCRETE EQUIPMENT PAD - SEE STRUCTRUAL DRAWINGS
03.06 CONCRETE SLAB ON METAL DECKING - SEE STRUCTURAL DRAWINGS
03.07 6" CONCRETE SLAB ON GRADE OVER 15 MIL VAPOR BARRIER OVER 6" GRAVEL
03.08 CONCRETE FOUNDATION - SEE STRUCTURAL DRAWINGS
03.12 PRECAST INSULATED CONCRETE WALL PANEL - SEE STRUCTURAL DRAWING
07.09 PREFINISHED METAL COPING
07.17 BLACK EPDM ROOF MEMBRANE OVER 1/2" GYPSUM COVERBOARD OVER 5" CONTINUOUS POLYISOCYANURATE INSULATION
OVER METAL DECKING
08.02 6' X 6' PRE-FINISHED EQUIPMENT ACCESS ROOF SCUTTLE
08.04 INSULATED OVERHEAD COILING DOOR WITH INDEPENDENT COILING SECURITY SCREEN
32.05 6" DIA. STEEL BOLLARDS WITH STEEL CAP - ENCASED IN CONCRETE BELOW GRADE - PAINT SAFETY YELLOW 1/8" = 1'-0"1 BUILDING SECTION
1/8" = 1'-0"2 BUILDING SECTION
1/8" = 1'-0"4 BUILDING SECTION
1/8" = 1'-0"3 BUILDING SECTION
1 CONTRACT DOCUMENTS 05/07/2026
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
5" CONTINUOUS
POLYISOCYANURATE INSULATION
OVER METAL DECKING
CONTINUOUS SEALANT
PREFINISHED MECHANICAL LOUVER -
SEE MECHANICAL DRAWINGS
CONTINUOUS VAPOR BARRIER
OVER METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
6" CONCRETE SLAB ON GRADE
OVER 15 MIL VAPOR BARRIER
OVER 6" GRAVEL
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS
CONCRETE SLAB ON METAL
DECKING - SEE STRUCTURAL
DRAWINGS
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
SLOPE
PRECAST INSULATED CONCRETE WALL
PANEL - SEE STRUCTURAL DRAWING
CONTINUOUS STAINLESS STEEL
FLASHING WITH DRIP AT REGELT
PRECAST INSULATED CONCRETE WALL
PANEL - SEE STRUCTURAL DRAWING
TO
P
O F
ST
EE
L
TO
R
EG
LE
T
3'
4"
EXTERIOR CONCRETE SLAB ON GRADE
OVER CRUSHED GRAVEL- SLOPE
AWAY FROM BUILDING - SEE CIVIL
DRAWINGS
AE401
PREFINISHED METAL COPING
CONTINUOUS PRESSURE TREATED
WOOD BLOCKING AS REQUIRED
1/
4"
3/
4"
EXTERIOR ACRYLIC ELASTOMERIC
COATING AT ALL PRECAST WALL
WITIHIN ROOF AREA
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
CONTINUOUS SEALANT
5" CONTINUOUS
POLYISOCYANURATE INSULATION
OVER METAL DECKING
CONTINUOUS VAPOR BARRIER
OVER METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
STEEL BENT PLATE - SEE
STRUCTURAL DRAWINGS
6" CONCRETE SLAB ON GRADE
OVER 15 MIL VAPOR BARRIER
OVER 6" GRAVEL
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
CONCRETE SLAB ON METAL
DECKING - SEE STRUCTURAL
DRAWINGS
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
PRECAST INSULATED CONCRETE WALL
PANEL - SEE STRUCTURAL DRAWING
CONTINUOUS STAINLESS STEEL
FLASHING WITH DRIP AT REGELT
PRECAST INSULATED CONCRETE WALL
PANEL - SEE STRUCTURAL DRAWING
TO
P
O F
ST
EE
L
TO
R
EG
LE
T
3'
4"
BACKFILL - SEE CIVIL DRAWINGS
SLOPE
PREFINISHED METAL COPING
CONTINUOUS PRESSURE TREATED
WOOD BLOCKING AS REQUIRED
1/
4"
3/
4"
EXTERIOR ACRYLIC ELASTOMERIC
COATING AT ALL PRECAST WALL
WITIHIN ROOF AREA
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
4 1/2" ALUMINUM STOREFRONT
WINDOW SYSTEM
3'
6"
4" 1'
7"
1'
7"
2'
4"
1/ 2"
2' - 6"
1 1/4"
1/4" JOINT SEALANT AND BACKER ROD
SOLID SURFACE SILL WITH
CONTINUOUS PLYWOOD SUB
SUPPORT
SOLID SURFACE COUNTERTOP OVER
PLYWOOD SUBSTRIGHT
FLOATING COUNTERTOP SUPPORT
BRACKET AT 32" OC
5/8" TYPE X GYPSUM BOARD
WALL BASE – SEE ROOM FINISH
SCHEDULE
CONTINUOUS SEALANT
7 5/8" CONCRETE MASONRY UNIT
CLOSED CELL SPRAY FOAM
INSULATION WITH INTUMESCENT
COATING - MIN 2 1/2"
3 5/8" METAL STUD FRAMING
6" CONCRETE SLAB ON GRADE
OVER 15 MIL VAPOR BARRIER
OVER 6" GRAVEL
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS
5" CONTINUOUS
POLYISOCYANURATE INSULATION
OVER METAL DECKING
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
CONTINUOUS VAPOR BARRIER
OVER METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
3'
4"
AE401
3'
1/
4"
1'
0"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
2:
A M
AE310
WALL SECTIONS
05/07/2026 SPS SPS
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
3/4" = 1'-0"2 WALL SECTION
3/4" = 1'-0"1 WALL SECTION
3/4" = 1'-0"3 WALL SECTION
1 CONTRACT DOCUMENTS 05/07/2026
6"
8'
6"
CONCRETE FOUNDATION WALL -
SEE STRUCTURAL DRAWINGS
6" CONCRETE SLAB ON GRADE OVER
15 MIL VAPOR BARRIER OVER 6"
GRAVEL
REMOVABLE METAL FLOOR GRATE
OVER EQUIPMENT PIT - REFER TO
STRUCTURAL DRAWINGS
FLUID APPLIED AIR AND MOISTURE
BARRIERFLUID APPLIED AIR AND MOISTURE
BARRIER
CONCRETE FOUNDATION WALL - SEE
STRUCTURAL DRAWINGS
SECTION
3' - 0"
SECTION
3' - 0"
SECTION
3' - 0"
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS
8"8"
GALVANIZED WALL MOUNTED PIT
LADDER - SECURE TO CONCRETE
WALL STRUCTURE
6"
2' - 4"
UNDERSLAB 15 MIL VAPOR BARRIER
03-ROOF
490' - 6"
5" CONTINUOUS
POLYISOCYANURATE INSULATION
OVER METAL DECKING
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
5" CONTINUOUS POLYISOCYANURATE
INSULATION OVER METAL DECKING
CONTINUOUS VAPOR BARRIER OVER
METAL ROOF DECK - SEE STRUCTURAL
DRAWINGS
PREFINISHED METAL COPING
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
CLOSED CELL SPRAY FOAM
INSULATION WITH INTUMESCENT
COATING - MIN 2 1/2"
PREFINISHED NON INSULATED
METAL PANEL WALL SYSTEM
AE401
AE401
03-ROOF
490' - 6"
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
5" CONTINUOUS POLYISOCYANURATE
INSULATION OVER METAL DECKING
CONTINUOUS VAPOR BARRIER
OVER METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
PREFINISHED METAL COPING
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
5" CONTINUOUS
POLYISOCYANURATE INSULATION
OVER METAL DECKING
NEW 5" X 5" STAINLESS STEEL GUTTER
CLOSED CELL SPRAY FOAM
INSULATION WITH INTUMESCENT
COATING - MIN 2 1/2"
CLOSED CELL SPRAY FOAM
INSULATION WITH INTUMESCENT
COATING - MIN 2 1/2"
PREFINISHED NON INSULATED METAL
PANEL WALL SYSTEM
1" 3/4"
AE401
AE401
AE401
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
2:
A M
AE311
WALL SECTIONS
05/07/2026 SPS SPS
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
3/4" = 1'-0"1 WALL SECTION - PIT
3/4" = 1'-0"3 WALL SECTION - PENTHOUSE
3/4" = 1'-0"2 WALL SECTION - PENTHOUSE
1 CONTRACT DOCUMENTS 05/07/2026
1 2
B
5'
0" 5'
0"
6' - 6"
(18) EQ TREADS AT 0' - 11"
16' - 6"
AE321
PRE ENGINEERED METAL GRATE
STAIR WITH INTEGRATED GUARD
AND HANDRAIL. STRINGERS AND
GUARD RAIL TO
RECEIVE PAINT (P-0) - SEE FINISH
LEGEND
1 1/2" DIA. STEEL GUARD AT 42"
AFF. WITH 1 1/2" DIA. STAINLESS
STEEL HANDRAIL AT 32" AFF. -
STEEL GUARD TO RECEIVE PAINT
(P-0). HANDRAIL DOES NOT
RECEIVE PAINT
1 1/2" DIA. STEEL GUARD AT 42" AFF. -
STEEL GUARD TO RECEIVE PAINT (P-0)
01-FIRST FLOOR
470' - 6"
02-MEZZANINE
481' - 7"
03-ROOF
490' - 6"
11"
7"
(1 8)
E Q
RI
SE
RS
A
T 7"
/2
(1 7)
E Q
RI
SE
RS
A
T 7"
3'
6"
2'
8"
3'
6"
3'
6"
2'
8"
PRECAST INSULATED CONCRETE WALL
PANEL - SEE STRUCTURAL DRAWING
BLACK EPDM ROOF MEMBRANE OVER
1/2" GYPSUM COVERBOARD OVER 5"
CONTINUOUS POLYISOCYANURATE
INSULATION OVER METAL DECKING
1 1/2" DIA. STEEL GUARD AT 42"
AFF. WITH 1 1/2" DIA. STAINLESS
STEEL HANDRAIL AT 32" AFF. -
STEEL GUARD TO RECEIVE PAINT
(P-0). HANDRAIL DOES NOT
RECEIVE PAINT
1 1/2" DIA. STEEL GUARD AT 42"
AFF. - STEEL GUARD TO RECEIVE
PAINT (P-0)
1 1/2" DIA. STEEL GUARD AT 42" AFF.
WITH 1 1/2" DIA. STAINLESS STEEL
HANDRAIL AT 32" AFF. - STEEL GUARD
TO RECEIVE PAINT (P-0). HANDRAIL
DOES NOT RECEIVE PAINT
PRE ENGINEERED METAL GRATE
STAIR WITH INTEGRATED GUARD
AND HANDRAIL. STRINGERS AND
GUARD RAIL TO
RECEIVE PAINT (P-0) - SEE FINISH
LEGEND
D
R 3' - 0
AE321
SERVICE SINK - SEE PLUMBING
DRAWINGS
B2
R1
B1
WALL MOUNTED ACCESSIBLE
WATER CLOSET - SEE PLUMBING
DRAWINGS
30" X 30" 2HR RATED ACCESS
PANEL WITH INTGRATED LOCK
2'
0"
1' - 4"
B
C
191 SF
CONTROL ROOM
AE321
SOLID SURFACE COUNTERTOP OVER
PLYWOOD SUBSTRIGHT
SOLID SURFACE SILL WITH
CONTINUOUS PLYWOOD SUB
SUPPORT
4 1/2" ALUMINUM STOREFRONT
WINDOW SYSTEM
FLOATING COUNTERTOP SUPPORT
BRACKET AT 32" OC
1 2
AE311
AE321
6' - 6"
(17) EQ TREADS AT 0' - 11"
15' - 7" 4' - 3"
PRE ENGINEERED METAL GRATE
STAIR WITH INTEGRATED GUARD
AND HANDRAIL. STRINGERS AND
GUARD RAIL TO
RECEIVE PAINT (P-0) - SEE FINISH
LEGEND
1 1/2" DIA. STEEL GUARD AT 42"
AFF. WITH 1 1/2" DIA. STAINLESS
STEEL HANDRAIL AT 32" AFF. -
STEEL GUARD TO RECEIVE PAINT
(P-0). HANDRAIL DOES NOT
RECEIVE PAINT
4'
8"
14' - 0"
2'
4"
1'
0"
SOLID SURFACE COUNTERTOP
OVER PLYWOOD SUBSTRIGHT
4 1/2" ALUMINUM STOREFRONT
WINDOW SYSTEM
SOLID SURFACE SILL WITH
CONTINUOUS PLYWOOD SUB
SUPPORT
2'
4"
SOLID SURFACE COUNTERTOP
OVER PLYWOOD SUBSTRIGHT
SOLID SURFACE SILL WITH
CONTINUOUS PLYWOOD SUB
SUPPORT
WALL MOUNTED ACCESSIBLE
WATER CLOSET - SEE PLUMBING
DRAWINGS
WALL MOUNTED ACCESSIBLE WATER
CLOSET - SEE PLUMBING DRAWINGS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
2:
A M
AE321
ENLARGED PLANS, SECTIONS,
AND ELEVATIONS
05/07/2026 SPS SPS
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1/4" = 1'-0"1 ENLARGED STAIR PLAN - MEZZANINE
1/4" = 1'-0"2 STAIR SECTION
1/4" = 1'-0"3 ENLARGED PLAN - RESTROOM
1/4" = 1'-0"4 ENLARGED PLAN - CONTROL ROOM
1/4" = 1'-0"5 ENLARGED STAIR PLAN - PENTHOUSE
1/4" = 1'-0"6 INTERIOR ELEVATION - CONTROL ROOM
1/4" = 1'-0"7 INTERIOR ELEVATION - CONTROL ROOM
1/4" = 1'-0"8 RESTROOM ELEVATION - NORTH
1/4" = 1'-0"9 RESTROOM ELEVATION - WEST
1/4" = 1'-0"10 RESTROOM ELEVATION - EAST
1/4" = 1'-0"11 RESTROOM ELEVATION - SOUTH
1 CONTRACT DOCUMENTS 05/07/2026
02-MEZZANINE
481' - 7"
2' X 2' ACT CEILING
5/8" TYPE X GYPSUM BOARD
CLOSED CELL SPRAY FOAM
INSULATION WITH INTUMESCENT
COATING - MIN 2 1/2"
1 1/2" DIA. STEEL GUARD RAIL AT 42"
AFF. - PAINT (P-5)
7 5/8" CONCRETE MASONRY UNIT
CONTINUOUS SEALANT
CONCRETE SLAB ON METAL DECKING -
SEE STRUCTURAL DRAWINGS
4" 1'
7"
1'
7"
3'
6"
4 1/2" ALUMINUM STOREFRONT
WINDOW SYSTEM
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
2'
5"
01-FIRST FLOOR
470' - 6"
01-FIRST FLOOR
470' - 6"
CONCRETE FOUNDATION - SEE
STRUCTURAL DRAWINGS
PRECAST INSULATED CONCRETE WALL
PANEL - SEE STRUCTURAL DRAWING
15 MILL VAPOR BARRIER
6" CONCRETE SLAB ON GRADE
6" GRAVEL
EXTERIOR CONCRETE SLAB ON
GRADE
CRUSHED GRAVEL - SLOPE AWAY
FROM BUILDING - SEE CIVIL
DRAWINGS
STAINLESS STEEL THRESHOLD -
MINIMUM 6" WIDE
1" CHAMFER AT PERIMETER
1/2" EXPANSION JOINT MATERIAL
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
5" CONTINUOUS POLYISOCYANURATE
INSULATION
FLUID APPLIED AIR AND MOISTURE
BARRIER - SEAL ALL JOINTS
PREFINISHED METAL COPING
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
PREFINISHED NON INSULATED
METAL PANEL WALL SYSTEM
CONTINUOUS PRESSURE TREATED
WOOD BLOCKING AS REQUIRED
STRUCTURAL METAL DECK - SEE
STRUCTURAL DRAWINGS
5"
5" CONTINUOUS
POLYISOCYANURATE INSULATION
OVER METAL DECKING
PRE ENGINEERED METAL GRATE
STAIR WITH INTEGRATED GUARD
AND HANDRAIL. STRINGERS AND
GUARD RAIL TO
RECEIVE PAINT (P-0) - SEE FINISH
LEGEND
CLOSED CELL SPRAY FOAM
INSULATION WITH INTUMESCENT
COATING - MIN 2 1/2"
STAINLESS STEEL THRESHOLD -
MINIMUM 6" WIDE
5/8" TYPE X GYPSUM BOARD
METAL STUD BOX HEADER
6" 18 GA. METAL STUD FRAMING AT
16" O.C.
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
5" CONTINUOUS POLYISOCYANURATE
INSULATION
FLUID APPLIED AIR AND MOISTURE
BARRIER - SEAL ALL JOINTS
STRUCTURAL METAL DECK - SEE
STRUCTURAL DRAWINGS
PREFINISHED METAL COPING
PREFINISHED NON INSULATED
METAL PANEL WALL SYSTEM
CONTINUOUS PRESSURE TREATED
WOOD BLOCKING AS REQUIRED
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
CLOSED CELL SPRAY FOAM
INSULATION WITH INTUMESCENT
COATING - MIN 2 1/2"
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
NEW 5" X 5" STAINLESS STEEL GUTTER
5" CONTINUOUS
POLYISOCYANURATE INSULATION
FLUID APPLIED AIR AND MOISTURE
BARRIER - SEAL ALL JOINTS
STRUCTURAL METAL DECK - SEE
STRUCTURAL DRAWINGS
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
PREFINISHED NON INSULATED METAL
PANEL WALL SYSTEM
PREFINISHED METAL COPING
CLOSED CELL SPRAY FOAM
INSULATION WITH INTUMESCENT
COATING - MIN 2 1/2"
CONTINUOUS PRESSURE TREATED
WOOD BLOCKING AS REQUIRED
PREFINISHED METAL FLASHING
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
03-ROOF
490' - 6"
1"
STRUCTURAL METAL DECK - SEE
STRUCTURAL DRAWINGS
STRUCTURAL STEEL - SEE
STRUCTURAL DRAWINGS
5" CONTINUOUS
POLYISOCYANURATE INSULATION
FULLY ADHERED TPO ROOF
MEMBRANE OVER 1/2" GYPSUM
COVERBOARD
PRE ENGINEERED STRINGERS TO
RECEIVE PAINT (P-5) - SEE FINISH
LEGEND - SEE STRUCTURAL
DRAWINGS
PRE ENGINEERED METAL GRATE STAIR
WITH INTEGRATED GUARD AND
HANDRAIL. GUARD RAIL TO RECEIVE
PAINT (P-5) - SEE FINISH LEGEND - SEE
STRUCTURAL DRAWINGS
PREFINISHED NON INSULATED
METAL PANEL WALL SYSTEM
CLOSED CELL SPRAY FOAM
INSULATION WITH INTUMESCENT
COATING - MIN 2 1/2"
FLUID APPLIED AIR AND MOISTURE
BARRIER - SEAL ALL JOINTS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
2:
A M
AE401
ENLARGED DETAILS
05/07/2026 SPS SPS
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1 1/2" = 1'-0"1 ENLARGED SECTION DETAIL
1 1/2" = 1'-0"2 ENLARGED SECTION DETAIL
1 1/2" = 1'-0"3 ENLARGED SECTION DETAIL
1 1/2" = 1'-0"4 ENLARGED SECTION DETAIL
1 1/2" = 1'-0"5 ENLARGED SECTION DETAIL
1 1/2" = 1'-0"6 ENLARGED SECTION DETAIL
1 CONTRACT DOCUMENTS 05/07/2026
ROOFING PIPE BOOT COLLAR
WITH INTEGRAL WEATHER DRIP
6" TPO SEALING STRIP
1/2" GYPSUM COVERBOARD
TAPERED INSULATION ROOF
CRICKET
5" CONTINUOUS POLYISOCYANURATE
INSULATION (R-32)
CONTINUOUS VAPOR BARRIER
METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
STEEL FRAMING - SEE
STRUCTURAL DRAWINGS
REINFORCED TPO BASE
FLASHING
6" TPO SEALING STRIP
REINFORCED TPO BASE
6" TPO SEALING STRIP
REINFORCED TPO BASE
REINFORCED TPO BASE
6' X 6' PRE-FINISHED EQUIPMENT
ACCESS ROOF SCUTTLE
PA
N
EL
T
H
IC
KN
ES
S
VA
R
IE
S
SE
E
EL
EV 3/4" CHAMFER
3/4"
3/4
3/4" CHAMFER
PANEL THICKNESS VARIES SEE ELEV
PA
N
EL
T
H
IC
KN
ES
S
SE
E
EL
EV
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
0:
:5
AM
AE431
ENLARGED DETAILS
05/07/2026 SPS KK
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1 1/2" = 1'-0"1 SECTION DETAIL - ROOF HATCH
1 1/2" = 1'-0"2 PANEL CHAMFER DETAIL
1 1/2" = 1'-0"3 CORNER PANEL CHAMFER DETAIL
1 CONTRACT DOCUMENTS 05/07/2026
PER SCHEDULE
PE
R
S C
H
ED
U
LE
M
2"
PER SCHEDULE
PE
R
S C
H
ED
U
LE
1/
4"
1 3/4"
MM
PE
R
S C
H
ED
U
LE
PER SCHEDULE
PER SCHEDULE
PE
R
S C
H
ED
U
LE
2"
2" 2"
M
T
PER SCHEDULE
PE
R
S C
H
ED
U
LE
PER SCHEDULE
PE
R
S C
H
ED
U
LE
4"
2" 2"
NOTES
1.
2.
COORDINATE AUTO OPERATORS AND ACCESS CONTROL WITH ELECTRICAL AND TECHNOLOGY DRAWINGS.
ALL HOLLOW METAL DOORS AND DOOR FRAMES TO MATCH WITH ADJACENT WALL COLOR UNLESS OTHERWISE NOTED.
NOTES
1. PAINT EXPOSED STRUCTURAL MEMBERS AND METAL DECK P-1 IN ROOMS WITH NO CEILING.
NOTES
1.
2.
3.
ALL PRODUCTS LISTED IN THE FINISH LEGEND ARE BASIS OF DESIGN ONLY UNLESS NOTED OTHERWISE.
PROVIDE TRANSITION STRIPS AT TRANSITIONS FOR ALL DISSIMILAR FLOORING MATERIALS, TYPICAL. SEE DIVISION 9 SPECIFICATIONS.
REFER TO SPECIFICATIONS FOR PAINT SHEEN.
T T T
14' - 0"
4'
8"
EQ. EQ. EQ.
PER SCHEDULE
PE
R
S C
H
ED
U
LE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
2:
A M
AE601
SCHEDULES
05/07/2026 SPS SPS
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1/2" = 1'-0"
GLAZING ELEVATION
1/4" = 1'-0"
DOOR AND FRAME ELEVATIONS
DOOR SCHEDULE
DOOR #
HARDWARE
SET
ACCESS
CONTROL
PANEL
WIDTH HEIGHT THICKNESS
FRAME
HEAD JAMB SILL FIRE RATING NOTESDOOR TYPE
DOOR
MATERIAL TYPE MATERIAL
01-FIRST FLOOR
100 HW-E5 - OHC STEEL 14' - 0" 14' - 0" 0" - STEEL - INSULATED OVERHEAD COILING DOOR WITH INTEGRAL COILING SECURITY SCREEN
100A SH-3E YES F HM 3' - 0" 7' - 0" 1 3/4" B HM -
100B SH-3E YES F HM 3' - 0" 7' - 0" 1 3/4" B HM -
101 HW-3 - G HM 3' - 0" 7' - 0" 1 3/4" A HM -
102 SH-3 YES F HM 3' - 0" 7' - 0" 1 3/4" A HM -
103 HW-5 - F HM 3' - 0" 7' - 0" 1 3/4" A HM -
104 HW-2 - F HM 3' - 0" 7' - 0" 1 3/4" A HM -
105 HW-12 - F HM 3' - 0" 7' - 0" 1 3/4" A HM 90 MINUTE
105A SH-3E1 YES FF HM 6' - 4" 7' - 0" 1 3/4" B HM -
106 HW-6 - F HM 4' - 0" 7' - 0" 1 3/4" A HM 90 MINUTE
106A HW-E9 - FF HM 6' - 4" 7' - 0" 1 3/4" B HM
03-ROOF
106H 6' - 0" 1' - 4"
301 HW-E4 - F HM 3' - 0" 7' - 0" 1 3/4" B HM -
ROOM FINISH SCHEDULE
ROOM
NUMBER NAME AREA
WALL FINISH
BASE FINISH FLOOR FINISH CEILING FINISH NOTESNORTH EAST SOUTH WEST
01-FIRST FLOOR
100 CHILLER PLANT 4843 SF P-1 P-1 P-1 P-1 - EPF-1 EXPOSED
101 CONTROL ROOM 191 SF P-1 P-1 P-1 P-1 RB-1 EPF-1 ACT-1
102 TR 100 SF P-1 P-1 P-1 P-1 RB-1 EPF-1 ACT-1 REFER TO WALL TYPES FOR PLYWOOD WALL TREATMENT
103 H.A.C. 74 SF P-1 P-1 P-1 P-1 RB-1 ESD-1 ACT-1
104 TOILET 73 SF CT-1 P-1 CT-1 CT-2 PTWB-1 PCT-1 ACT-1
105 ELECTRICAL ROOM 578 SF P-1 P-1 P-1 P-1 - EPF-1 EXPOSED
106 ELECTRICAL ROOM 832 SF P-1 P-1 P-1 P-1 - EPF-1 EXPOSED
02-MEZZANINE
200 MEZZANINE 2049 SF P-1 P-1 P-1 P-1 - SC-1 EXPOSED
FINISH LEGEND
MARK DESCRIPTION BASIS OF DESIGN SIZE STYLE / COLOR - BASIS OF DESIGN FLAME/SMOKE COMMENTS
BASE FINISH
PTWB - 1 PORCELAIN TILE DALTILE 6X12 - BULLNOSE INDOTERRA - TRAIL IN44 - MATTE -
RB-1 RUBBER BASE JOHNSONITE 4" TRADITIONAL VINYL 1/8" CLASS B
CASEWORK FINISH
SS-1 SOLID SURFACE WILSONART CLASS A
CEILING FINISHES
ACT-1 ACCOUSTIC CEILING TILE ARMSTRONG 24X24 CALLA 2824 - SQUARE TEGULAR 9/16" / WHITE CLASS A
FLOOR FINISHES
EPF-1 EPOXY PAINT SHERWIN WILLIAMS -- SW 7673 PEWTER CAST - DYNAMIC COEFFICIENT OF FRICTION (DCOF) OF 0.42 OR GREATER
ESD-1 ELECTROSTATIC DISSIPATIVE
EPOXY FLOORING
SHERWIN WILLIAMS -- SW 7023 REQUISITE GRAY -
PCT-1 PORCELAIN TILE DALTILE 12X24 INDOTERRA - TRAIL IN44 - MATTE -
SC-1 SEALED CONCRETE - -- - - DYNAMIC COEFFICIENT OF FRICTION (DCOF) OF 0.42 OR GREATER
WALL FINISHES
CT-1 CERAMIC TILE DALTILE 4X12 MYTHOLOGY - TITAN MY96 - GLOSSY -
CT-2 CERAMIC TILE DALTILE 2X4 MYTHOLOGY - HARMONIA MY92 - GLOSSY -
P-1 WALL PAINT SHERWIN WILLIAMS - SW 7004 SNOWBOUND HIGH GLOSS SHEEN FOR ALL AREAS NOT IN TEMPERATURE CONTROLLED AREAS
P-2 WALL PAINT SHERWIN WILLIAMS -- SW 7619 LABRADORITE
P-3 WALL PAINT SHERWIN WILLIAMS -- SW 7605 GALE FORCE
DOOR LEGEND
FG FF
BA C
M STAINLESS STEEL MOP PLATE MOUNTED ON PUSH SIDE OF DOOR
GLAZING LEGEND
T TEMPERED SAFETY GLAZING
T TEMPERED SAFETY GLAZING
OHC
1 CONTRACT DOCUMENTS 05/07/2026
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Date:Revisions:No.
Au to de sk
D oc s:
//M ar io n
IL
V A
- N ew
E ne rg y
C en te r/F
FE
_M ar io n
IL
En er gy
C en te r_
AR
C
H (2
6)
.rv t
5/ 6/
:0
2:
A M
AE701
3D VIEWS
05/07/2026 SS SS
CONSTRUCT NEW CAMPUS
CHILLER PLANT
657A5-21-401
2401 W MAIN ST, MARION IL 62959
CONSTRUCTION
DOCUMENTS
MARION VA
HEALTH CARE
SYSTEM Approved: Owner
1 CONTRACT DOCUMENTS 05/07/2026
| 06.08_SF601 - FRAMING TYPICAL DETAILS |
| 06.09_SF701 - FRAMING SCHEDULES |
| 07.00_AD101 -B49 - B49 - DEMOLITION FLOOR PLAN AND ELEVATION |
| 07.02_AE101 - FLOOR PLANS |
| 07.02_AE102 - ROOF PLAN |
| 07.03_AE141 - FIRST FLOOR REFLECTED CEILING PLAN |
| 07.04_AE201 - EXTERIOR ELEVATIONS |
| 07.04_AE202 - EXTERIOR WALL PANEL DETAILS |
| 07.06_AE301 - BUILDING SECTIONS |
| 07.07_AE310 - WALL SECTIONS |
| 07.08_AE311 - WALL SECTIONS |
| 07.09_AE321 - ENLARGED PLANS, SECTIONS, AND ELEVATIONS |
File details come from the government source that posted it. Updated .