P09 2021 06 30 Final CD Drawings 3 - 17 pages.pdf
PDF 19 MB Posted
- Solicitation number
- 36C25523R0084_1
About this file
This document provides details for a federal construction contract opportunity. The solicitation number is 36C25523R0084_1 for the Construct Primary Care and Women's Health Building, Project #657-503, issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15. The opportunity involves constructing a Primary Care and Women's Health Building according to the specifications and drawings provided in the related 17-page PDF file. No other salient details are provided in the document regarding response dates, pricing terms, or set-asides.
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Text version
DEF C.5
BASE OF MECH. SCREEN
117' - 0"
TOP OF MECH. SCREEN
125' - 7 1/2"
T .O
.S
1'
E.5
8'
/2
8'
/2
4.2
6' - 3"
BASE OF MECH. SCREEN
117' - 0"
TOP OF MECH. SCREEN
125' - 7 1/2"
6' - 3"
MECH. SCREEN AND STRUCTURE BEYOND
4.1
ROOF HATCH
D E FC.5
AE321
T .O
.S 1'
BASE OF MECH. SCREEN
117' - 0"
TOP OF MECH. SCREEN
125' - 7 1/2"
8'
/2
E.5
ROOF HATCH
AB
18' - 9 1/4"3/4"18' - 9 1/4"
5'
/4
37' - 7 1/4"
A B
18' - 9 1/4"3/4"18' - 9 1/4"
5'
/4
37' - 7 1/4"
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t
1221 N PENNSYLVANIA ST. INDIANAPOLIS, IN 46202
317.800.6388 WWW.GUIDONDESIGN.COM
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P
M
AE105
ROOF DETAILS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 1/4" = 1'-0"AE105
1 ROOF SCREEN SOUTH ELEVATION
SCALE: 1/4" = 1'-0"AE105
2 ROOF SCREEN EAST ELEVATION
SCALE: 1/4" = 1'-0"AE105
3 ROOF SCREEN NORTH ELEVATION
SCALE: 3/4" = 1'-0"AE105
4 ROOF PRECAST PANEL - SOUTH
SCALE: 3/4" = 1'-0"AE105
5 ROOF PRECAST PANEL - NORTH
OS OS
ABCDEF C.5
SHARED TEAM
WORK ROOM
CORRIDOR
LOCKER ROOM
CORRIDOR
LACTATION
WOMEN'S WAITING
MECH
ELECT
CYLINDER STORAGE
OIT
LOGISTICS
MEDICAL EQ.
MHV
SMALL
CONFERENCE
UTILITY ROOM,
SOILED
PATIENT T.
HAC
PROCEDURE
125 PROCEDURE TOILET
125A
EXAM
CONSULT
EXAM
EXAM
EXAM
CONSULT
PATIENT T.
TEAM WORKROOM
MEN'S TOILET
RECEPTION
W. EXAM
W. EXAM
W. EXAM TOILET
156A
W. EXAM TOILET
153A
PROCEDURE TOILET
169A
PROCEDURE
PROCEDURE TOILET
168A
PROCEDURE
OFFICE
OFFICE
OFFICE
CORRIDOR
LACTATION TOILET
157A
EXAM
CONSULT
EXAM
MED ROOM
122B
PATIENT T.
MED ROOM
148A
CONSULT
EXAM
EXAM
EXAM
TEAM WORKROOM
EXAM
STAFF LOUNGE
STAFF TOILET
STAFF T.
CLEAN UTILITY
122A
CLEAN UTILITY
148B
TRAINING ROOM,
STAFF
PATIENT TOILET
INTAKE
MSA
164A
LABARATORY
CLEAN SUPPLY
MEDICAL EQ.
CONSULT
INTAKE
KIOSK
SHARED MEDICAL
APPOINTMENT
A 9' - 0"A 9' - 0"A 9' - 0"A 9' - 0"
D 8' - 0"
A 9' - 0"A 9' - 0"A 9' - 0"A 9' - 0"
A 9' - 0" D 9' - 0"
A 9' - 0" A 9' - 0"
D 8' - 0"
A 9' - 0" A 9' - 0" A 9' - 0" A 9' - 0"
A 10' - 0"
D 8' - 6"
D 8' - 0"
A 9' - 0"
A 9' - 0"
D 8' - 0"
D 8' - 0"
A 9' - 0"
A 10' - 0"
A 9' - 0"
D 8' - 0"
A 9' - 0"
D 9' - 0"
A 9' - 0"A 9' - 0"A 10' - 0"A 9' - 0"A 9' - 0"
D 8' - 0"
A 9' - 0" A 9' - 0" A 9' - 0"
CONSULT
EXAM
EXAM
EXAM
EXAM
A 9' - 0"
A 9' - 0"
D 8' - 0"D 8' - 0"
A 9' - 0"
D 8' - 0"
A 9' - 0" C 9' - 0" A 9' - 0" A 9' - 0"A 9' - 0"
A 9' - 0"
C 9' - 0"
A 9' - 0"
D 9' - 0"
D 9' - 0"
A 9' - 0"
A 9' - 0"
D 9' - 0"
D 8' - 6"
BARIATRIC FAMILY
TOILET
A 10' - 0"
A 10' - 0"
A 10' - 0"A 9' - 0"
A 10' - 0"
CORRIDOR
WOMEN'S TOILET
1 1
CONSULT
CONSULT
EXAM
C.6
C.7
2.5
3.5
A 12' - 6"
D 8' - 6"
STORAGE
TEAM WORKROOM
VENDING
FAMILY TOILET
D 9' - 0"
KIOSK
162A
AE321
AE301
D 8' - 6"
A 10' - 0"
D 9' - 0"
D 9' - 0"
D 8' - 6"
D 9' - 0"
D 9' - 0"
D 9' - 0"
D 9' - 0"
D 9' - 0"
D 9' - 0" D 9' - 0"
A 9' - 0"
D 8' - 6"
D 8' - 6"
CONFERENCE/GROUP
ROOM
STORAGE
107A
BARIATRIC FAMILY
TOILET
A 9' - 0"
A 8' - 6"
D 8' - 6"
A 10' - 0"
A 10' - 0"
A 10' - 0"
A 10' - 0"
D 8' - 6"
D 8' - 6"
D 8' - 6"
D 8' - 6"
AE321
AE302
B 11' - 4"
AE111
SIM2
AE111
SIM
AE111
SIM
AE111
SIM
AE111
SIM
AE111
SIM
AE111
SIM
AE111
SIM
AE111
SIM
D 8' - 6"
AE111
SIM
AE111
SIM
SCREENING
VESTIBULE
A 12' - 6"
AE112
AE112
AE002
4.2
B.3
3.9
AE112
EXAM
AE112
AE112
C 9' - 8"
TYP.
C 9' - 8"
TYP.
D 9' - 8"
TYP.
D 9' - 8"
TYP.
AE112
AE112
AE112
D 9' - 0"
AE501
A 8' - 6"
A 10' - 0"
D 8' - 6"
A 9' - 0"
A 12' - 6"
A 10' - 0"
A 12' - 6"
9' - 6"
5/ 8"
7'
/2
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1WC-1WC-1WC-1WC-1WC-1WC-1WC-1WC-1WC-1
WC-1
WC-1
WC-1
WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1
WC-1 WC-1
AE314
AE315
AE112
D 8' - 0"
A 10' - 0"
WC-1
WC-1
WC-1
A 10' - 0"
A 9' - 0"
A 8' - 6"
AE111
SIM
AE111
SIM
AE112
Sim
5.1
4.1
E.5
STORAGE
162C
VENDING
162B
AE111
SIM
A 9' - 0"
A 9' - 6"A 9' - 0"
5 5
D 8' - 6"
AE315
3' - 0 1/2" 16' - 3 1/2" 3' - 0 1/2"
E 10' - 0"
A. THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE
LAYOUT OF ALL CEILING ELEMENTS, HEIGHTS AND/OR PENETRATIONS.
COORDINATION OF THE ARCHITECTURAL AND ENGINEERING ELEMANTS ARE
THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS TO
VERIFY FIELD CONDITIONS AND REPORTS ANY DISCREPANCIES TO
ARCHITECT AND COR.
B. SHOWN SIZES OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT
ARE FOR REFERENCE ONLY. REFER TO ENGINEERING PLANS FOR
ADDITIONAL INFORMATION. COORDINATE SCOPE OF WORK WITH
ENGINEERING DRAWINGS, UNLESS OTHERWISE NOTED.
C. ACOUSTIC PANEL CEILING SHALL BE CENTERED IN THE ROOM AND
INSTALLED TO ELIMINATE NARROW CUT STRIPS OF PANELS ALONG THE
EDGES OF WALLS AND BULKHEADS, UNLESS OTHERWISE NOTED.
COORDINATE WITH THE LIGHTING LAYOUT. THE LIGHTING SHALL BE
CENTERED IN ROOMS.
D. CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING DEVICES, ETC.)
SHALL BE CENTERED IN THE CEILING PANELS UNLESS NOTED OTHERWISE.
E. ABOVE CEILING WORK REQUIRED BEYOND THE SCOPE OF THE WORK SHALL
BE COORDINATED WITH PATIENT SAFETY, INFECTION CONTROL, AND COR.
F. CEILING TILE REMOVED IN ORDER TO COMPLETE ABOVE CEILING WORK
SHALL BE STORED IN A SAFE DRY LOCATION. DAMAGED OR BROKEN CEILING
TILES SHALL BE REPLACED. DRYWALL CEILINGS SHALL BE PATCHED,
PREPPED AND NEW FINISH APPLIED TO MATCH EXISTING.
G. REFER TO FINISHES SHEETS AND SPECIFICATIONS FOR INFORMATION ON
GYPSUM BOARD PAINT FINISH.
H. PROVIDE A DRYWALL BULKHEAD TO THE TOP OF THE WALL CABINETS AT ALL
LOCATIONS.
1. PROVIDE CEILING MOUNTED PATIENT LIFT
2. SPECIALTY CEILING - REFER TO FINISH SCHEDULE
3. REFER TO DETAIL 6/AE112.
4. REFER TO DETAIL 7/AE112.
5. PROVIDE 2'x2' CEILING ACCESS PANEL AT PLUMBING VALVES, REFER TO
PLUMBING DRAWINGS
REFLECTED CEILING GENERAL NOTES
REFLECTED CEILING PLAN NOTES
WC-1 INTERIOR HORIZONTAL BLINDS, REFER TO FINISH SCHEDULE ON AI601.
REFLECTED CEILING PLAN FINISH NOTES
A 2x2 ACOUSTICAL CEILING TILE (AT-2)
REFLECTED CEILING TYPE LEGEND
B 2x2 SPECIALTY ACOUSTICAL CEILING TILE
(AT-3), REFER TO FINISH SCHEDULE FOR
MORE INFORMATION
GYPSUM BOARD CEILING, CEILING PAINT.D
SPECIALTY CEILING (AT-4), REFER TO
SHEET AE112 FOR DETAILS AND
FINISH SHEET FOR MORE
INFORMATION
E
NO CEILING
C 2x2 SPECIALTY ACOUSTICAL CEILING TILE
(AT-1), VINYL FACED ACOUSTICAL CEILING
TILE, REFER TO FINISH SCHEDULE FOR
MORE INFORMATION
6" M
IN
V A
R
IE
S
2 1/2" METAL STUD BRACING ON BOTH
SIDES AT 48" O.C. - MIN. 3 LOCATIONS.
ANCHOR TO STRUCTURE ABOVE
5/8" TYPE "X" GYPSUM BOARD
4 7/8"
3-5/8" METAL STUD FRAMING AT 16" O.C.
ANCHOR TO STRUCTURE ABOVE
BOTTOM OF BULKHEAD
VARIES
BOTTOM OF CEILING
VARIES
REFER TO REFLECTED CEILING PLAN
VARIES
2 1/2" METAL STUD BRACING AT 32" O.C.
ANCHOR TO STRUCTURE ABOVE
5/8" TYPE "X" GYPSUM BOARD
3-5/8" METAL STUD FRAMING AT 16" O.C.
ANCHOR TO STRUCTURE ABOVE
TYPICAL WALL CONSTRUCTION,
RE: FLOOR PLAN AND WALL TYPES
FOR ADDITIONAL INFORMATION
BOTTOM OF BULKHEAD
VARIES
BOTTOM OF CEILING
VARIES
6" M
IN
V A
R
IE
S
2 1/2" METAL STUD BRACING AT 32" O.C.
ANCHOR TO STRUCTURE ABOVE
5/8" TYPE "X" GYPSUM BOARD
3-5/8" METAL STUD FRAMING AT 16" O.C.
ANCHOR TO STRUCTURE ABOVE
V A
R
IE
S 6"
M
IN
REFER TO REFLECTED CEILING PLAN
VARIES
BOTTOM OF BULKHEAD
VARIES
BOTTOM OF CEILING
VARIES
5/8" TYPE "X" GYPSUM BOARD
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
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M
AE111
FIRST FLOOR REFLECTED CEILING PLAN CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
SCALE: 1/8" = 1'-0"AE111
4 FIRST FLOOR REFLECTED CEILING PLAN
N
Revisions: Date:
SCALE: 1 1/2" = 1'-0"AE111
3 TYPICAL BULKHEAD DETAIL - SINGLE STUD
SCALE: 1 1/2" = 1'-0"AE111
2 TYPICAL BULKHEAD DETAIL
SCALE: 1 1/2" = 1'-0"AE111
1 TYPICAL BULKHEAD DETAIL
B
WAITING
AE112
D 8' - 6"
4.2
/8
A 10' - 0"
A 12' - 6"
5' - 1 3/4"
E 10' - 0"
13' - 4"
24' - 7"
5' - 1 3/4" 8' - 4 5/8"
ALIGN BULKHEAD WITH WALL TO BE FLUSH,
TYP.
AE501
8'
/8
7/
8" 5'
7/ 8"
5'
7/
8" 5'
7/ 8"
5'
TYP.
A
2.5
WOMEN'S WAITING
AE112
1'
/2
1'
/2
1' - 11 7/8" 10' - 0" 1' - 11 7/8"
13' - 11 3/4"
2'
/2
2' - 11 7/8"2' - 11 7/8"
2'
/2
6' - 11 7/8"
8'
/2
2' - 11 7/8" 2' - 11 7/8"
2'
/2
2'
/2
" ALIGN ACT CEILING
GRIDS, ON ALL SIDES
A 12' - 6"
B 11' - 4"
A 12' - 6"
TYP.
1/4" GAP BETWEEN THE
WOOD SLAT CEILING
SYSTEM AND 2'X2' GRID
TYPICAL ACT CEILING
HUNG FROM STRUCTURE
TYPICAL ACT CEILING
HUNG FROM STRUCTURE
CEILING SYSTEM ATTACHMENT,
REFER TO MANUFACTURERS
RECOMENDATION
3-5/8" METAL STUD WITH
5/8" GYP BOARD ON EACH
SIDE
WOOD SLAT CEILING SYSTEM HUNG
FROM STRUCTURE, BASIS OF
DESIGN: USG CEILING SYSTEMS
STRUCTURE ABOVE
6"
4 7/8"
R E
V E
A L
1/ 8"
10' - 1 3/8"
TRIM ATTACHMENT, REFER TO
MANUFACTURERS
RECOMMENDATION
SPECIALTY ACT CEILING HUNG
FROM STRUCTURE, REFER TO
FINISH SCHEDULE
TYPICAL ACT CEILING HUNG
FROM STRUCTURE
8"
6"
EQ EQ
EQ EQ
1'
5/8" TYPE "X" GYPSUM BOARD ON
BOTH SIDES
6" METAL STUD FRAMING AT 16" O.C.
ANCHOR TO STRUCTURE ABOVE
3-5/8" METAL STUD WALL
W/ INSULATION
7 1/4"
4"
RESIN PANEL SET IN
FULL BED OF SEALANT
2X BLOCKING
U-CHANNEL
2X BLOCKING
U-CHANNEL
4 7/8"
E Q
E Q
EQ EQ
TO FACE OF WALL
4' - 9" 5' - 5 1/4"
6" MTL. STUD BULKHEAD W/ 5/8" GYP.
BOARD ON EACH SIDE
AE112
1/
4"
7 1/4"3-5/8" MTL. STUD WALL BELOW
7/
8"
4 7/8"
RESIN PANEL SET IN
FULL BED OF SEALANT
TO FACE OF STOREFRONT
7' - 2"
E Q
E Q
EQEQ
6" MTL. STUD BULKHEAD W/ 5/8" GYP.
BOARD ON EACH SIDE
AE112
7 1/4"
1/
4"
5' - 5 1/4"
7/
8"
4 7/8"
3-5/8" MTL. STUD WALL BELOW
RESIN PANEL SET IN
FULL BED OF SEALANT
BCDE C.5
4.2
B.3
AE112
7' - 2" 7 1/4" 10' - 10 3/4" 7 1/4" 10' - 10 3/4" 7 1/4" 7 1/4" 10' - 10 3/4" 7 1/4" 10' - 10 3/4" 7 1/4" 10' - 10 3/4" 7 1/4" 2' - 5"
3'
/4
1/
4" 9'
1/ 4"
3'
/4
AE112
AE112
C 9' - 8"
TYP.
A 10' - 0"
C 9' - 8"
TYP.
TYP.
TYP.
E Q
2'
E Q
E Q
2'
E Q
LIGHTING TO BE AT CENTER OF
COORIDOR
LIGHTING TO BE AT CENTER OF COORIDOR
2' - 11 1/4" 16' - 3 1/2" 2' - 11 1/4"
AE112
AE112
7AE112
2'
1/ 4"
4'
/8
2'
1/ 4"
A 10' - 0"A 10' - 0"A 10' - 0"
A 10' - 0"
A 10' - 0"A 10' - 0"A 10' - 0"
A 10' - 0"
A 10' - 0"
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
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P
M
AE112
ENLARGED CEILING PLANS AND DETAILS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 1/4" = 1'-0"AE112
1 PRIMARY CARE WAITING ROOM ENLARGED CEILING PLAN
SCALE: 1/4" = 1'-0"AE112
2 WOMEN'S WAITING ROOM ENLARGED CEILING PLAN
SCALE: 1" = 1'-0"AE112
3 PRIMARY CARE CEILING DETAIL
SCALE: 1" = 1'-0"AE112
4 WOMEN'S CLINIC CEILING DETAIL
SCALE: 1" = 1'-0"AE112
5 TEAMROOM RESIN PANEL @ BULKHEAD DETAIL
SCALE: 1" = 1'-0"AE112
7 RESIN PANEL AND BULKHEAD END DETAIL
SCALE: 1" = 1'-0"AE112
6 RESIN PANEL AND BULKHEAD DETAIL
N N
SCALE: 1/4" = 1'-0"AE112
8 TEAMROOM CEILING PLAN
1. METAL COPING SYSTEM - TYPICAL - COLOR TYPE MP2 - SEE MATERIAL
LEGEND
2. METAL PANEL FASCIA SYSTEM - TYPICAL - COLOR TYPE MP1 - SEE
MATERIAL LEGEND
3. PRECAST WALL PANEL ABOVE WATER TABLE BANDING - PAINT COLOR WP1 -
SEE MATERIAL FINISH LEGEND
4. PRECAST WALL BELOW WATER TABLE BANDING AND ABOVE UPPER
BANDING - PAINT COLOR WP2 - SEE MATERIAL FINISH LEGEND
5. EXTERIOR METAL GUTTER - SEE WALL SECTIONS
6. EXTERIOR METAL DOWNSPOUT
7. APPROXIMATE LOCATION OF BUILDING SIGNAGE. SIGNAGE TO BE
LETTERING TO MATCH EXISTING CAMPUS STANDARD. LETTERING TO SAY,
"PRIMARY CARE AND WOMEN'S CLINIC."
8. LINE INDICATES FLASHING ON PRECAST WALL BEYOND
9. PERFORATED VERTICAL METAL PANEL - TYPICAL - SEE WALL SECTIONS
10. ALUMINUM STOREFRONT SYSTEM - TYPICAL - SEE SHEET AE602
STOREFRONT ELEVATIONS AND DETAILS FOR MORE INFORMATION.
11. METAL PANEL ENGAGED COLUMN CAPITOL AND BASE - PAINT COLOR MP2 -
SEE MATERIAL FINISH LEGEND
12. METAL PANEL ENGAGED COLUMN MID SECTION - PAINT COLOR MP1 -
MATERIAL FINISH LEGENDD
13. FISHISH GRADE - SEE CIVIL
14. CANOPY METAL PANEL - PAINT COLOR MP1 - MATERIAL FINISH LEGEND
15. TENSION ROD CANOPY ASSEMBLY - SEE WALL SECTIONS / STRUCTURAL
16. ALUMINUM DOUBLE DOOR - SEE DOOR SCHEDULE
17. ALUMINUM SINGLE DOOR - SEE DOOR SCHEDULE
18. EXTERIOR GRADE METAL DOUBLE DOOR
19. EXTERIOR GRADE METAL SINGLE DOOR
20. PRECAST WALL PANEL VERTICAL JOINT - TYPICAL - SEE SHEETS AE202
THROUGHT AE210 FOR PANEL ELEVATIONS AND DEFINITIONS
21. PREACAST WALL PANEL PARAPET AND COPING BEYOND - SEE WALL
SECTIONS
22. THERMOPLASTIC (TOP) ROOF MEMBRANE BEYOND - SEE ROOF PLAN
23. ROOF TOP UNIT SCREEN ASSEMBLY - COLOR TYPE MP2 -SEE ROOF PLAN
AND DETAIL
24. PRECAST WALL PANEL HORIZONTAL BANDING - TYPICAL - SEE SHEETS AE202
THROUGH AE210 FOR PANEL ELEVATIONS AND DEFINITIONS
#BUILDING ELEVATION NOTES
MATERIAL FINISH LEGEND
PAINT COLOR - MP1: BASIS OF DESIGN: VALSPAR COPPER PENNY MICA, OR
APPROVED EQUAL.
PAINT COLOR - MP2: BASIS OF DESIGN: CENTRIA ALLURA TERRA COTTA SERIES LAVA
ROCK, OR APPROVED EQUAL.
PAINT COLOR - WP1: BASIS OF DEISGN: BARBADOS SAND (BM-1094), OR APPROVED
EQUAL.
PAINT COLOR - WP2: BASIS OF DESIGN: FAIRWAY OAKS (BM-1075), OR APPROVED
EQUAL.
A. TEMPER ALL GLAZING WITHIN 60 INCHES OF FINISH FLOOR AND WITHIN 24
INCHES HORIZONTALLY OF DOOR.
B. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS, LANDINGS
AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE;
WHEN EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE
THE PLANE OF THE ADJACENT WALKING SURFACE.
C. TEMPER ALL GLAZING THAT OCCURS ADJACENT TO STAIRWAYS WITHIN 60
INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY
DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60
INCHES ABOVE THE NOSE OF THE TREAD.
D. TEMPER ALL GLAZING WITHIN DOORS.
E. TEMPER PANE IF THE AREA IS GREATER THAN 9 SF.
F. "T" SYMBOL INDICATES TEMPERED GLASS. PROVIDE WHERE REQUIRED
PER CODE
G. "S" SYMBOL INDICATES SPANDREL GLASS.
H. SEE SHEET AE602 STOREFRONT ELEVATIONS AND DETAILS FOR GLAZING
TYPES.
NOTE: ALL GLAZING IS TYPE "G" UNLESS OTHERWISE NOTED BELOW
GLAZING GENERAL NOTES
54321C.6 C.72.5 3.5
AE301
124'-0"
TOP OF PRECAST
WALL
120'-0"
TOP OF PRECAST
WALL
100'-0"
TOP OF CONCRETE
SLAB
AE313
AE313
AE314
AE3142
AE302
AE313
4.21
10 244
204 13
24 10
3 9
ACCCCCCCCCCC
AE314
AE315
5.14.1
AE315
A B C D E FC.5
AE301
120'-0"
TOP OF PRECAST
WALL
100'-0"
TOP OF CONCRETE
SLAB
AE314
AE302
124'-0"
TOP OF PRECAST
WALL
B.3
20 4
3.9
C A A A A A A A A A A A A A24
E.5
5 4 3 2 1 C.6C.7 2.53.5
AE321
AE311
AE312
AE312
AE313
AE314
AE314
AE302
AE313
124'-0"
TOP OF PRECAST
WALL
120'-0"
TOP OF PRECAST
WALL
100'-0"
TOP OF CONCRETE
SLAB
181 179A 178A
113'-0"
TOP OF PRECAST
WALL
6 6 6 66
4.2
22 225
18191910 24 10 10
AAA
24 4
AE3142
AE315
5.1 4.1
AE315
ABCDEF C.5
10 4
AE301
120'-0"
TOP OF PRECAST
WALL
100'-0"
TOP OF CONCRETE
SLAB
124'-0"
TOP OF PRECAST
WALL
120'-0"
TOP OF PRECAST
WALL
100'-0"
TOP OF CONCRETE
SLAB
AE311
AE311
AE311
AE321
AE314
AE302
AE313
118'-0"
TOP OF PRECAST
WALL
B.3
10 10 10 10
3 9
202020
4 4
3.9
AAABBBBAAAAAA
175A
TOP OF MECH. SCREEN
125' - 7 1/2"
E.5
PRIMARY CARE AND
WOMEN'S CLINIC
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:1
P
M
AE201
BUILDING ELEVATIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 1/8" = 1'-0"AE201
3 BUILDING ELEVATION - EAST
SCALE: 1/8" = 1'-0"AE201
2 BUILDING ELEVATION - NORTH
SCALE: 1/8" = 1'-0"AE201
1 BUILDING ELEVATION - WEST
SCALE: 1/8" = 1'-0"AE201
4 BUILDING ELEVATION - SOUTH
FIRST FLOOR
100' - 0"
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
1'
6"
R .O
9'
/2
/2
10' - 6 1/2"
1' - 5 1/8"
R.O.
3' - 1" 6' - 0 3/8"
TYPICAL REVEAL
1/
2" 3'
TYPICAL RECESS
FIRST FLOOR
100' - 0"
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
1' - 5 1/8"
R.O.
3' - 1"6' - 0 3/8"
10' - 6 1/2"
/2
R .O
9'
/2
6" 1'
AE202
3'
1/
2"
TYPICAL RECESS
TYPICAL REVEAL
FIRST FLOOR
100' - 0"
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
10' - 2 3/4"
/2
R .O
9'
/2
6" 1'
1' - 5 1/8"
R.O.
3' - 1" 5' - 8 3/4"
1/
2"
TYPICAL REVEAL
3'
TYPICAL RECESS
FIRST FLOOR
100' - 0"
3/4"
1/
2" 3'
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:1
P
M
AE202
PRECAST PANEL ENLARGED ELEVATIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 Checker JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE202
2 PRECAST PANEL 'B'
SCALE: 3/4" = 1'-0"AE202
3 PRECAST PANEL 'A'
SCALE: 3/4" = 1'-0"AE202
1 PRECAST PANEL 'C'
SCALE: 1 1/2" = 1'-0"AE202
4 TYPICAL REVEAL PROFILE
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
1/
2"
TYPICAL REVEAL
4' - 4 1/4"
3'
1'
FIRST FLOOR
100' - 0"
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
1/
2"
TYPICAL REVEAL
8' - 7 1/2"
3'
1'
FIRST FLOOR
100' - 0"
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
10' - 6 1/2"
TYPICAL REVEAL
1/
2" 3'
1'
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:2
P
M
AE203
PRECAST PANEL ENLARGED ELEVATIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE203
2 PRECAST PANEL 'E'
SCALE: 3/4" = 1'-0"AE203
1 PRECAST PANEL 'F'
SCALE: 3/4" = 1'-0"AE203
5 PRECAST PANEL 'D'
11' - 11 3/4"
3' - 11 3/8"
R.O.
4' - 1" 3' - 11 3/8"
1'
6"
R .O
/2
1/ 2"
TYPICAL REVEAL
TYPICAL REVEAL
3'
1/
2"
TYPICAL RECESS
FIRST FLOOR
100' - 0"
R.O.
5' - 4 1/8" 6' - 7 5/8"
1/ 2"
R .O
/2
TYPICAL REVEAL
TYPICAL REVEAL
3'
1/
2"
11' - 11 3/4"
1'
FIRST FLOOR
100' - 0"
11' - 11 3/4"
TYPICAL REVEAL
TYPICAL REVEAL
3'
1/
2"
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:2
P
M
AE204
PRECAST PANEL ENLARGED ELEVATIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE204
1 PRECAST PANEL 'G'
SCALE: 3/4" = 1'-0"AE204
3 PRECAST PANEL 'I'
SCALE: 3/4" = 1'-0"AE204
4 PRECAST PANEL 'H'
VESTIBULE - TOP OF
PRECAST PANEL
118' - 0"
2' - 2 1/2"
R.O.
7' - 5" 1' - 4"
5'
1/ 2"
R .O
/2
1'
10' - 11 1/2"
TYPICAL REVEAL
3'
1/
2"
FIRST FLOOR
100' - 0"
VESTIBULE - TOP OF
PRECAST PANEL
118' - 0"
3' - 11 3/8"
R.O.
4' - 1" 3' - 11 3/8"
11' - 11 3/4"
5'
1/ 2"
R .O
/2
6" 1'
TYPICAL REVEAL
3'
1/
2"
TYPICAL RECESS
FIRST FLOOR
100' - 0"
6' - 7 5/8"
R.O.
5' - 4 1/8"
11' - 11 3/4"
1'
R .O
/2
1/ 2"
TYPICAL REVEAL
TYPICAL REVEAL
3'
1/
2"
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:2
P
M
AE205
PRECAST PANEL ENLARGED ELEVATIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE205
1 PRECAST PANEL 'J'
SCALE: 3/4" = 1'-0"AE205
3 PRECAST PANEL 'L'
SCALE: 3/4" = 1'-0"AE205
2 PRECAST PANEL 'I' - MIRRORED
VESTIBULE - TOP OF
PRECAST PANEL
118' - 0"
3' - 5 1/4"
R.O.
4' - 1"3' - 5 1/4"
10' - 11 1/2"
1'
6"
R .O
/2
5'
1/ 2"
3'
1/
2"
TYPICAL RECESS
TYPICAL REVEAL
FIRST FLOOR
100' - 0"
4' - 8 1/2"
TYPICAL REVEAL
TYPICAL REVEAL
3'
1/
2"
FIRST FLOOR
100' - 0"
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
/2
R .O
9'
/2
6" 1'
1' - 3 7/8"
R.O.
3' - 1"3' - 5 1/8"
7' - 10"
TYPICAL REVEAL
3'
1/
2"
TYPICAL RECESS
FIRST FLOOR
100' - 0"
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
R.O.
4' - 2"
1'
R .O
9'
1"
3'
1/
2"
TYPICAL RECESS ABOVE DOOR
TYPICAL REVEAL
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:3
P
M
AE206
PRECAST PANEL ENLARGED ELEVATIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE206
1 PRECAST PANEL 'M'
SCALE: 3/4" = 1'-0"AE206
2 PRECAST PANEL 'N'
SCALE: 3/4" = 1'-0"AE206
3 PRECAST PANEL 'O'
SCALE: 3/4" = 1'-0"AE206
4 PRECAST PANEL 'P'
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
7' - 7 1/2"
3'
1/
2"
TYPICAL REVEAL
FIRST FLOOR
100' - 0"
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
3' - 5 1/8"
R.O.
3' - 1"1' - 3 7/8"
7' - 10"
/2
R .O
9'
/2
1'
0"
TYPICAL REVEAL
3'
1/
2"
TYPICAL RECESS
FIRST FLOOR
100' - 0"
MID ROOF - TOP OF
PRECAST PANEL
120' - 0"
6' - 6 1/4"
TYPICAL REVEAL
3'
1/
2"
FIRST FLOOR
100' - 0"
4' - 11 1/8"
R.O.
3' - 1" 1' - 11 1/8"
9' - 11 1/4"
1/
2"
3'
/2
R .O
9'
/2
1'
0"
TYPICAL REVEAL
3'
1/
2"
TYPICAL RECESS
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:3
P
M
AE207
PRECAST PANEL ENLARGED ELEVATIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE207
2 PRECAST PANEL 'R'
SCALE: 3/4" = 1'-0"AE207
3 PRECAST PANEL 'Q'
SCALE: 3/4" = 1'-0"AE207
1 PRECAST PANEL 'S'
SCALE: 3/4" = 1'-0"AE207
4 PRECAST PANEL 'T'
9' - 11 1/4"
TYPICAL REVEAL
3'
1/
2"
FIRST FLOOR
100' - 0"
5'
/2
R .O
7'
/2
1'
2' - 3 1/8" 3' - 5" 4' - 3 1/8"
9' - 11 1/4"
TYPICAL REVEAL
3'
1/
2"
TYPICAL RECESS
FIRST FLOOR
100' - 0"
1' - 9 1/8"
R.O.
6' - 5" 1' - 9 1/8"
9' - 11 1/4"
5'
/2
R .O
7'
/2
1'
TYPICAL REVEAL
3'
1/
2"
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:3
P
M
AE208
PRECAST PANEL ENLARGED ELEVATIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE208
2 PRECAST PANEL 'U'
SCALE: 3/4" = 1'-0"AE208
1 PRECAST PANEL 'V'
SCALE: 3/4" = 1'-0"AE208
3 PRECAST PANEL 'W'
1' - 10 1/2"
R.O.
3' - 1" 4' - 11 3/4"
3'
/2
R .O
9'
/2
6" 1'
9' - 11 1/4"
TYPICAL REVEAL
3'
1/
2"
TYPICAL RECESS
FIRST FLOOR
100' - 0"
1' - 8 3/4"
R.O.
6' - 6"1' - 8 3/4"
9' - 11 1/2"
R .O
9'
1"
1'
TYPICAL REVEAL
3'
1/
2"
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:3
P
M
AE209
PRECAST PANEL ENLARGED ELEVATIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE209
1 PRECAST PANEL 'X'
SCALE: 3/4" = 1'-0"AE209
2 PRECAST PANEL 'Y'
A B
18' - 9 1/4"3/4"18' - 9 1/4"
5'
/4
37' - 7 1/4"
AB
18' - 9 1/4"3/4"18' - 9 1/4"
5'
/4
37' - 7 1/4"
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:3
P
M
AE210
PRECAST PANEL ENLARGED ELEVATIONS -
ROOF
CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF JDJ20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE210
1 PRECAST PANEL 'BB' & 'CC'
SCALE: 3/4" = 1'-0"AE210
2 PRECAST PANEL 'Z' & AA'
ABCDEF C.5
AE301
120'-4"
TOP OF COPING
120'-0"
TOP OF PRECAST
WALL
124'-0"
TOP OF PRECAST
WALL
1/2" PER 1'-0"
ROOF SLOPE
1/2" PER 1'-0"
ROOF SLOPE
1/2" PER 1'-0"
ROOF SLOPE1/2" PER 1'-0"
ROOF SLOPE
113'-7"
TOP OF METAL
ROOF GUTTER
100'-0"
TOP OF CONCRETE SLAB
AE321
AE314
AE314
MECHANICAL SCREEN BEYOND
1/2" PER 1'-0"
ROOF SLOPE
B.3 3.9
AE311
E.5
145B 143B 142B 141B 140B 138B
ROOF ACCESS HATCH
54321
AE321
AE301
120'-4"
TOP OF COPING
120'-0"
TOP OF PRECAST
WALL
100'-0"
TOP OF CONCRETE SLAB
AE311
AE312
AE312
MECHANICAL SCREEN BEYOND
4.2
AE311
MIRRORED
AE311
64.1
177A 145E 145D 145C 145A
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:4
P
M
AE301
BUILDING SECTIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF EAS20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/16" = 1'-0"AE301
1 BUILDING SECTION - EAST TO WEST
SCALE: 3/16" = 1'-0"AE301
2 BUILDING SECTION - NORTH TO SOUTH
54321C.6 C.71
AE3012
AE302
AE313
4.2
AE313
AE313
AE313
MIRRORED
AE313
MIRRORED
120'-4"
TOP OF COPING
120'-0"
TOP OF PRECAST
WALL
124'-0"
TOP OF PRECAST
WALL
124'-4"
TOP OF COPING
100'-0"
TOP OF CONCRETE SLAB
64.1
162 157 102 104B 104A 107A
AB
AE302 AE313
AE313AE313
120'-4"
TOP OF COPING
120'-0"
TOP OF PRECAST
WALL
100'-0"
TOP OF CONCRETE SLAB
124'-0"
TOP OF PRECAST
WALL
124'-4"
TOP OF COPING
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:4
P
M
AE302
BUILDING SECTIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-501
Project Director
2021-06-30 JDF EAS20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/16" = 1'-0"AE302
1 BUILDING SECTION - NORTH TO SOUTH
SCALE: 3/16" = 1'-0"AE302
2 BUILDING SECTION - EAST TO WEST
2" CONTINUOUS RIGID
FOUNDATION - EXTEND
INSULATION
HORIZONTALLY 2'-0"
MIN.
CONCRETE SLAB ON
COMPACTED
GRANULATED FILL -
SEE STRUCTURAL
10 MIL.VAPOR
BARRIER UNDER
CONCRETE SLAB -
SEE STRUCTUCTURAL
FINISH GRADE - SEE CIVIL
CONCRETE FOUNDATION -
SEE STRUCTURAL
COMPACTED FILL - SEE
STRUCTURAL
6" BATT INSULATION -
R-19 MINIMUM
10 MIL. VAPOR
BARRIER BETWEEN
METAL STUD AND
GYPUM BOARD
5/8" GYPSUM BOARD
TYPE -X
3/4"
CONTINUOUS PRECAST
WALL BANDING REVEAL -
SEE BUILDING
ELEVATIONS
100'-0"
TOP OF CONCRETE
SLAB
120'-0"
TOP OF PRECAST
PANEL WALL
SUPENDED ACOUTICAL
TILE CEILING - SEE
REFELECTED CEILING
PLAN
M
IN
1'
11" 1 1/8"6 5/8"
6" METAL STUD FRAMING
24" O.C. - CENTERED AT
STRUCTURAL GRID LINE
M E
T A
L P
A N
E L
A S
S E
M B
LY
3'
AE510
103'-0"
TOP O PRECAST
BANDING
4"
1' - 6 3/4"
INSULATED PRECAST WALL PANEL
FIELD PAINTED
GENERAL NOTE:
5/8" GYPSUM BOARD
AS PART OF EXTERIOR WALL
ASSEMBLIES SHALL BE MOISTURE/
MOLD RESISTANT
VARIES
TOP OF STEEL BEAM
98'-8"
TOP OF CONCRETE
FOUNDATION
WALL
INSULATED PRECAST WALL PANEL
FIELD PAINTED
1'
1' - 3 1/8"
COMPACTED SUB-
GRADE - SEE
STRUCTURAL
PERFORATED METAL PANEL - BASIS OF
DESIGN HENDRIRCK H-CLAD PANEL - AUSTIN
PATTERN - SEE BUILING ELEVATIONS
ALUMNIUM TEE AND BENT PLATE CONNECTOR BASIS
ON DESIGN HENDRICK ASSEMBLY - INSTALLED PER
MANUFACUTURER RECOMMENDATIONS
ALUMINUM STOREFRONT
ASSEMBLY - SEE BUILDING
ELEVATIONS
CONTINUOUS PRECAST
WALL BANDING REVEAL
BEYOND - SEE BUILDING
ELEVATIONS
INSULATED PRECAST WALL PANEL
FIELD PAINTED
100'-0"
TOP OF CONCRETE
SLAB
120'-0"
TOP OF PRECAST
PANEL WALL
VARIES
TOP OF STEEL BEAM
P E
R F
O R
A T
E D
P A
N E
L A
S S
E M
B
LY
6'
3/ 8"
100'-6"
TOP OF PRECAST
ROUGH OPENING SILL
6"
6" BATT INSULATION -
R-19 MINIMUM
10 MIL VAPOR BARRIER
BETWEEN METAL STUD
AND GYPUM BOARD
5/8" GYPSUM BOARD
TYPE -X
11" 1 1/8"6 5/8" 4"
6" METAL STUD FRAMING
16" O.C. - CENTERED AT
STRUCTURAL GRID LINE
M E
T A
L P
A N
E L
A S
S E
M B
LY
3'
3/ 8"
AE510
AE510
1/
2"
AE602
AE512
GENERAL NOTE:
5/8" GYPSUM BOARD
AS PART OF EXTERIOR WALL
ASSEMBLIES SHALL BE MOISTURE/
MOLD RESISTANT
98'-8"
TOP OF
CONCRETE
FOUNDATION
WALL
11"
PRECAST WALL PANEL FIELD
PAINTED
2" CONTINUOUS RIGID
FOUNDATION - EXTEND
INSULATION
HORIZONTALLY 2'-0"
MIN.
CONCRETE SLAB ON
COMPACTED
GRANULATED FILL -
SEE STRUCTURAL
10 MIL.VAPOR
BARRIER UNDER
CONCRETE SLAB -
SEE STRUCTUCTURAL
CONCRETE FOUNDATION -
SEE STRUCTURAL
COMPACTED FILL - SEE
STRUCTURAL
1'
COMPACTED SUB-
GRADE - SEE
STRUCTURAL
1/
2"
2'
1/
2"
3'
/8
2'
1/
2"
2'
STEEL BEAM-SEE
STRUCTURAL
100'-0"
TOP OF CONCRETE
SLAB
120'-0"
TOP OF PRECAST
PANEL WALL
109'-0 1/2"
BOTTOM OF
PRECAST OPENING
ALUMINUM EXTERIOR
DOOR AND STOREFRONT
ASSEMBLY - SEE BUILDING
ELEVATIONS
ALUMINUM STOREFRONT
TRANSOM - SEE BUILDING
ELEVATIONS
2" CONTINUOUS RIGID
FOUNDATION - EXTEND
INSULATION
HORIZONTALLY 2'-0" MIN.
TOWARD INSIDE OF
BUILDING
CONCRETE SLAB ON
COMPACTED
GRANULATED FILL -
SEE STRUCTURAL
TURNDOWN CONCRETE SLABS
AT DOOR - SEE STRUTURAL
TREATED 2X4 NAILER
DOOR THRESHOLD - SEE
DOOR SCHEDULE
CONCRETE SLAB SLPE - 1/4"
PER 12"
CONCRETE FOUNDATION -
SEE STRUCTURAL
COMPACTED FILL - SEE
STRUCTURAL
M
IM
1'
6" BATT INSULATION -
R-19 MINIMUM
10 MIL. VAPOR BARRIER
BETWEEN METAL STUD AND
GYPUM BOARD
5/8" GYPSUM BOARD
TYPE -X
1'
/8
111'-0"
TOP OF C-CHANNEL
JOIST
11"
1 1/8"
6" METAL STUD FRAMING
16" O.C. - CENTERED AT
STRUCTURAL GRID LINE
M
IN
1'
AE510
103'-0"
TOP O PRECAST
BANDING
1/
4"
COMPOSITE GYPSUM
BOARD CEILING - SEE
REFLECTED CEILING PLAN
GENERAL NOTE:
5/8" GYPSUM BOARD
AS PART OF EXTERIOR WALL
ASSEMBLIES SHALL BE MOISTURE/
MOLD RESISTANT
1 1/2" RIGID INSULATION
VARIES
TOP OF STEEL BEAM
98'-8"
TOP OF CONCRETE
FOUNDATION WALL
1'
COMPACTED SUB-
GRADE - SEE
STRUCTURAL
F
2" CONTINUOUS RIGID
FOUNDATION - EXTEND
INSULATION
HORIZONTALLY 3'-0" MIN.
CONCRETE SLAB ON
COMPACTED
GRANULATED FILL -
SEE STRUCTURAL
VAPOR BARRIER
UNDER CONCRETE
SLAB - SEE
STRUCTUCTURAL
CONCRETE FOUNDATION -
SEE STRUCTURAL
COMPACTED FILL - SEE
STRUCTURAL
100'-0"
TOP OF CONCRETE
SLAB
120'-0"
TOP OF PRECAST
PANEL WALL
113'-0"
TOP OF PRECAST
PANEL WALL
ROOF SLOPE - 1/2" PER 12"
3/4" PLYWOOD ON TOPOF
2X NAILER PLATES
QUICKLOCK METAL
COPING
INSULATED PRECAST
WALL PANEL
PRECAST WALL PANEL
BEYOND
6" BATT INSULATION -
R-19 MINIMUM
10 MIL.VAPOR BARRIER
BETWEEN METAL STUD
AND GYPUM BOARD
5/8" GYPSUM BOARD
TYPE -X
SUPENDED ACOUTICAL
TILE CEILING - SEE
REFELECTED CEILING
PLAN
CONTINUOUS PRECAST
WALL BANDING REVEAL -
SEE BUILDING
ELEVATIONS6" METAL STUD FRAMING
16" O.C. - CENTERED AT
STRUCTURAL GRID LINE
6"
AE510
METAL PANEL ON 1/2"
EXTERIOR SHEATHING AND
2-1/2" METAL STUD FRAMING
16" O.C.
103'-0"
TOP O PRECAST
BANDING
1/
2"
3/4"
113'-3-1/2"
TOP OF STEEL
BEAM
GENERAL NOTE:
5/8" GYPSUM BOARD
AS PART OF EXTERIOR WALL
ASSEMBLIES SHALL BE MOISTURE/
MOLD RESISTANT
11"5 1/8"
2 1/8"
98'-8"
TOP OF CONCRETE
FOUNDATION
WALL
1'
COMPACTED SUB-
GRADE - SEE
STRUCTURAL
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:5
P
M
AE311
WALL SECTIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF EAS20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE311
1 WALL SECTION
SCALE: 3/4" = 1'-0"AE311
2 WALL SECTION
SCALE: 3/4" = 1'-0"AE311
3 WALL SECTION
SCALE: 3/4" = 1'-0"AE311
4 WALL SECTION
F
100'-0"
TOP OF CONCRETE
SLAB
120'-0"
TOP OF PRECAST
PANEL WALL
113'-0"
TOP OF PRECAST
PANEL WALL
109'-11 1/2"
BOTTOM OF
PRECAST OPENING
ROOF SLOPE - 1/2" PER 12"
QUICKLOCK METAL
COPING
STEEL DECK-SEE
STRUCTURAL
INSULATED PRECAST
WALL PANEL
PRECAST WALL PANEL
BEYOND
SUPENDED ACOUTICAL
TILE CEILING - SEE
REFELECTED CEILING
PLAN
100'-6"
TOP OF PRECAST
ROUGH OPENING
SILL
METAL PANEL ON 3/4"
EXTERIOR SHEATHING AND
2-1/2" METAL STUD FRAMING
16" O.C. - BEYOND
AE510
AE510
1/
2" 3/
8"
113'-3 1/2"
TOP OF STEEL BEAM
GENERAL NOTE:
5/8" GYPSUM BOARD
AS PART OF EXTERIOR WALL
ASSEMBLIES SHALL BE MOISTURE/
MOLD RESISTANT
STEEL BEAM-SEE
STRUCTURAL
98'-8"
TOP OF CONCRETE
FOUNDATION WALL
1'
COMPACTED SUB-
GRADE - SEE
STRUCTURAL
AE510
2'
1/
2" 2'
1/ 2"
1/
2"
2'
1/
2" 3/
8" 2'
F
CONCRETE SLAB ON
COMPACTED
GRANULATED FILL -
SEE STRUCTURAL
TURNDOWN CONCRETE
SLABS AT DOOR - SEE
STRUTURAL
DOOR THRESHOLD
100'-0"
TOP OF CONCRETE
SLAB
120'-0"
TOP OF PRECAST
PANEL WALL
113'-0"
TOP OF PRECAST
PANEL WALL
ROOF SLOPE - 1/2" PER 12"
INSULATED PRECAST
WALL PANEL
EXTERIOR GRADE METAL
DOOR AND FRAME - SEE
DOOR SCHEDULE
107'-2 1/2"
BOTTOM OF
PRECAST OPENING
CONCRETE SLAB SLOPE -
1/4" PER 12"
2" CONTINUOUS RIGID
FOUNDATION - EXTEND
INSULATION
HORIZONTALLY 3'-0" MIN.
10 MIL. VAPOR
BARRIER UNDER
CONCRETE SLAB -
SEE STRUCTUCTURAL
AE510
113'-3 1/2"
TOP OF STEEL BEAM
TREATED 2X4 NAILER
1 1/2" RIGID INSULATION
GENERAL NOTE:
5/8" GYPSUM BOARD
AS PART OF EXTERIOR WALL
ASSEMBLIES SHALL BE MOISTURE/
MOLD RESISTANT
AE512
98'-8"
TOP OF CONCRETE
FOUNDATION WALL
5"
COMPACTED SUB-
GRADE - SEE
STRUCTURAL
CONCRETE FOUNDATION -
SEE STRUCTURAL
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
U.S. Department of Veterans Affairs
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANT
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEEER
MR PROJECT NO:
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t
/3
/2
:2
:5
P
M
AE312
WALL SECTIONS CONSTRUCT PRIMARY CARE AND
WOMEN'S HEALTH BUILDING
2401 W. MAIN STREET, MARION, IL
657-503
Project Director
2021-06-30 JDF EAS20.1006.00
CONSTRUCTION DOCUMENTS
FULLY SPRINKLERED
Revisions: Date:
SCALE: 3/4" = 1'-0"AE312
1 WALL SECTION
SCALE: 3/4" = 1'-0"AE312
2 WALL SECTION
File details come from the government source that posted it. Updated .