Corrected Drawings pages 1-16 08262020.pdf

PDF 7 MB Posted Aug 28, 2020

Attached to: Z2DA--Construct Building 7, P/N 657-345 Federal contract opportunity
Solicitation number: 36C25520R0102-0002
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

About this file

Written by GovTribe AI · Dec 28, 2023

This is an amendment to a solicitation issued by the Department of Veterans Affairs Veterans Health Administration for the construction of Building 7 at the VA Medical Center in Marion, Illinois. The amendment provides additional details for Project Number 657-345 to construct the building, including architectural drawings showing the existing conditions, demolition plans, site plans, utility plans, and details. The drawings include notes on asbestos and lead-based paint remediation requirements, infection control precautions, and recommendations for addressing mold and fungi. Responses to the solicitation are due on or before the amended date.

View the file

Other files for this federal contract opportunity

Other files attached to Z2DA--Construct Building 7, P/N 657-345, newest first.
File	Type	Posted
Corrected Specification sections 1-4 08262020.pdf	PDF	Aug 28, 2020
36C25520R0102 0002.pdf	PDF	Aug 28, 2020
Corrected Specification sections 5-33 08262020.pdf	PDF	Aug 28, 2020
Corrected Drawings pages 17-48 08262020.pdf	PDF	Aug 28, 2020

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

erinb Illinois2

EXIT

RM 100

OCCUPANCY -

BUSINESS AREA

148 SF / 100 SF = 1.48

RM 112

OCCUPANCY -

BUSINESS AREA

2518 SF / 100 SF = 25.18

RM 101

OCCUPANCY -

BUSINESS AREA

100 SF / 148 SF = 1.48

RM 102

OCCUPANCY -

BUSINESS AREA

149 SF / 100 SF = 1.49

RM 103

OCCUPANCY -

BUSINESS AREA

149 SF / 100 SF = 1.49

RM 104

OCCUPANCY -

BUSINESS AREA

148 SF / 100 SF = 1.48

RM 105

OCCUPANCY -

BUSINESS AREA

144 SF / 100 SF = 1.44

RM 111

OCCUPANCY -

STORAGE

248 SF / 300 SF = 0.83

RM 110

OCCUPANCY -

BUSINESS AREA

263 SF / 100 SF = 2.63

RM 122

OCCUPANCY -

ACCESSORY ASSEMBLY

203 SF / 15 SF = 13.53

RM 129

OCCUPANCY -

MECHANICAL EQUIPMENT ROOM

342 SF / 300 SF = 1.14

RM 134

OCCUPANCY -

BUSINESS AREA

3250 SF / 100 SF = 32.50

RM 119

OCCUPANCY -

ACCESSORY ASSEMBLY

421 SF / 15 SF = 28.07

RM 130

OCCUPANCY -

BUSINESS AREA

96 SF / 100 SF = 0.96

RM 131

OCCUPANCY -

BUSINESS AREA

86 SF / 100 SF = 0.86

RM 132

OCCUPANCY -

BUSINESS AREA

87 SF / 100 SF = 0.87

RM 117

OCCUPANCY -

BUSINESS AREA

107 SF / 100 SF = 1.07

RM 116

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 115

OCCUPANCY -

BUSINESS AREA

112 SF / 100 SF = 1.1

RM 133

OCCUPANCY -

BUSINESS AREA

97 SF / 100 SF = 0.97

MAX TRAVEL

DISTANCE = 78 FT

MAX TRAVEL

DISTANCE = 104 FT

MAX TRAVEL

DISTANCE = 58 FT

MAX TRAVEL

DISTANCE = 85 FT

EXIT

RM 106

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 107

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 108

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 109

OCCUPANCY -

BUSINESS AREA

100 SF / 100 SF = 1

RM 126

OCCUPANCY -

148 SF / 300 SF = 0.49

RM 114

OCCUPANCY -

BUSINESS AREA

97 SF / 100 SF

= 0.97

RM 127

OCCUPANCY -

JANITOR RM

76 SF / 300 SF = 0.25

1-HR FIRE RESISTANT & SMOKE BARRIER

LIFE SAFETY LEGEND

C O

D E

1LIFE SAFETY CODE PLAN

1/8"= 1'-0"

1A LIFE SAFETY CODES

N.T.S.

GI7-1-002

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

1B LIFE SAFETY CODE LEGEND

N.T.S.

PLAN

NORTH

THIS LIST OF APPLICABLE CODES AND STANDARDS ARE INTENDED

TO BENEFIT THE CONSTRUCTION OF THE FACILITY. REFER TO THE

VA GOVERNMENT TECHNICAL INFORMATION LIBRARY FOR ALL

REGULATORY STANDARDS.

TRUE

NORTH

APPLICABLE CODES AND STANDARDS

OCCUPANCY TYPES:

OCCUPANCY CLASSIFICATION

B- BUSINESS

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2017 NATIONAL ELECTRIC ELECTRIC CODE

NFPA 101, LIFE SAFETY CODE, 2018

CONSTRUCTION TYPE

BUILDING INFORMATION

2-B

SPRINKLED

DESCRIPTION OF REQUIRED INFECTION CONTROL PRECAUTIONS BY CLASS. THIS LIST IS AS A COURTESY IT DOES NOT ABSOLVE THE GC AND SUB-CONTRACTORS OF ANY REQUIREMENTS AS OUT LINED IN THE OFFICIAL ICRA DOCUMENTS, PERMITS REQUIRED FOR CONSTRUCTION BY THE MARION VA MEDICAL CENTER AND THE DEPARTMENT OF VETERANS AFFAIRS AND ANY OTHER APPLICABLE

CODES AND GUIDELINES.

CLASS I-III

DURING CONSTRUCTION PROJECT

1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS.

2. IMMEDIATELY REPLACE CEILING TILES DISPLACED FOR VISUAL INSPECTION

3. TRAFFIC PATTERN FOR PATIENT, VISITORS, STAFF, SUPPLIES, EQUIPMENT, ETC... IS DESIGNED TO CAUSE MINIMAL EXPOSURE

4. ALL DOORS ADJACENT TO WORK AREAS, WILL BE CLOSED WHILE CEILING TILE REMOVAL IS IN PROGRESS.

5. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE.

6. WATER MIST WORK SURFACES OR USE WET TECHNIQUE TO CONTROL DUST WHILE CUTTING OR DRILLING.

7. USE HEPA VACUUM SYSTEM TO CONTROL DUST WHILE CUTTING

8. SEAL UNUSED DOORS

9. WIPE SURFACES WITH HOSPITAL GRADE DISINFECTANT APPROVED BY VHA COMMODITIES STANDARDIZATION COMMITTEE

10. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY

11. IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS

12. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS

13. WET MOP AND / OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA

14. BLOCK OFF, SEAL OR ISOLATE AIR VENTS IN AREAS WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT

SYSTEM.

15. CLEAN CART WHEELS PRIOR TO LEAVING CONSTRUCTION AREA

16. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA

17. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED TO PREVENT CONTAMINATION OF THE DUCT

SYSTEM.

18. MAINTAIN CONTINUOUS HEPA EQUIPPED AIR FILTRATION UNIT(S) WITHIN THE WORK SITE.

19. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL AREA FROM NON WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR

VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

20. WET MOP DAILY AND / OR MORE OFTEN AS NEEDED OR AS DIRECTED BY THE COR WITH HOSPITAL GRADE DISINFECTANT

APPROVED BY VHA COMMODITIES STANDARDIZATION COMMITTEE

21. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

22. PROVIDE DUST PROOF FIRE RETARDANT POLYSTYRENE, 6-MIL THICK OR GREATER PLASTIC BARRIER MEETING LOCAL FIRE

CODES MAY BE USED WHERE DUST CONTROL IS THE ONLY HAZARD

UPON COMPLETION OF PROJECT

1. WIPE WORK SURFACES WITH DISINFECTANT.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

3. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.

4. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

5. CLEAN CARTS WHEELS BEFORE VACUUM WITH HEPA FILTERED VACUUM BEFORE WORK AREA.

6. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA. CLASS III

7. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED BY THE OWNER'S SAFETY

DEPARTMENT, INFECTION CONTROL

8. DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT.

9. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

10. COVER TRANSPORT RECEPTACLE OR CARTS WITH TAPE COVERING.

11. ENVIRONMENTAL SERVICES WILL CLEAN THE AREAS PRIOR TO NORMAL USE OF THE AREAS.

12. GC WILL NOTIFY INFECTION CONTROL TEAM OR DESIGNEE UPON PROJECT COMPLETION

ADDITIONAL KNOWN REQUIREMENTS INFECTION CONTROL REQUIREMENTS

1. GC TO MONITOR AND REPLACE DEBRIS TAPE AND MATS ON A DAILY BASIS

2. GC REQUIRED TO COMPLETE AND SUBMIT AND HAVE APPROVED PRIOR TO START OF CONSTRUCTION ICRA PERMIT WITH

CHECKLIST.

3. PROTECT ALL EQUIPMENT IN AREA WITH 6 MIL POLY BARRIER SYSTEM

4. ALL WORK IN PUBLIC AREAS SHALL BE DONE AFTER HOURS.

GENERAL REQUIREMENTS

1. GC TO COORDINATE ALL ACTIVITIES WITH THE SAFETY OFFICER AND COR - INCLUDING BUT NOT LIMITED TO, HOT WORK PERMITS, LIFT REQUIREMENTS, SHUTTING DOWN OR REROUTING TRAFFIC AND / OR ACCESS TO AREAS DURING CONSTRUCTION

2. GC TO COORDINATE REMOVAL AND PROPER DISPOSAL OF SYSTEM FLUIDS DURING DEMOLITION WITH COR AND SAFETY OFFICER

3. AN APPROVED SCHEDULE IS REQUIRED 4 WEEKS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. COORDINATE

APPROVAL PROCESS WITH COR

4. ANY COLLATERAL DAMAGE OCCURRING DURING CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE GC TO REPAIR TO LIKE

NEW CONDITION.

2INFECTION CONTROL NOTES

N.T.S.

ASBESTOS GENERAL NOTES

AFTER INSPECTIONS FROM THE RIVERFRONT ENVIRONMENTAL SAFETY AND HEALTH 2009 REPORT, THE JOHN A. JURGIEL AND ASSOCIATES 2015 ASBESTOS ABATEMENT REPORT, QUANTUM LABORATORIES, THE 2013 ASBESTOS AIR MONITORING REPORT, AND ALL ADDITIONAL SUBSEQUANT FILED REPORTS FROM THE VA ON EXISTING BUILDING 37, THE FACILITY IS ASSUMED TO BE FILLED WITH ASBESTOS CONTAINING MATERIAL AND IT SHOULD BE HANDLED AS SUCH. SHOULD SMALL SCALE PENETRATIONS BE REQUIRED FOR CONSTRUCTION/RENOVATION ACTIVITIES, THE PRECISE AREAS TO BE IMPACTED COULD BE SUBJECTED TO A MORE INTENSIVE AND LOCALIZED SAMPLING EFFORT TO DETERMINE WHETHER THE TARGETED AREA IS ASBESTOS CONTAINING MATERIAL (ACM) OR NON ASBESTOS CONTAINING MATERIAL (NON- ACM). IT IS ADVISED THAT A MINIMUM OF 3 BULK SAMPLES BE TAKEN FROM EACH TARGETED

PENETRATION LOCATION PRIOR TO MAKING FINAL DETERMINATION ON ASBESTOS CONTENT.

IN THE EVENT THAT SUSPECT MATERIALS (I.E., FLOOR TILE, FLOOR TILE GLUE, TAN EXTERIOR STUCCO, ETC.) ARE DISCOVERED DURING DEMOLITION AND/OR ABATEMENT ACTIVITIES, THE SUSPECT MATERIAL SHOULD BE ASSUMED ASBESTOS OR BULK SAMPLES SHOULD BE COLLECTED IN ORDER TO DETERMINE THE PRESENCE OF ASBESTOS. THIS INSPECTION DEALS WITH THE CONNECTION

POINTS FOR UTILITY ACCESS TO EXISTING BUILDINGS ON SITE.

IN THE EVENT THAT PREVIOUSLY INACCESSIBLE AND/OR HIDDEN SUSPECT LEAD-BASED SURFACE COATINGS ARE DISCOVERED DURING PLANNED RENOVATION ACTIVITIES, THOSE SURFACE COATINGS SHOULD BE TESTED OR ASSUMED AND TREATED ACCORDINGLY. ALL APPLICABLE STATE AND FEDERAL REGULATIONS REGARDING WORKER EXPOSURE AND THE REDUCTION OF LEAD BASED PAINT HAZARDS IN FEDERALLY OWNED PROPERTIES WOULD HAVE TO BE FOLLOWED TO INCLUDE BUT NOT LIMITED TO IMPLEMENTING THE APPROPRIATE LEAD SAFE WORK PRACTICES AND ENGINEERING CONTROLS DURING RENOVATION, REMODELING AND/OR DEMOLITION ACTIVITIES THAT MAY IMPACT LEAD-BASED SURFACE COATINGS. IN ADDITION, ALL RENOVATION CONTRACTORS (WHO WOULD BE INVOLVED IN DEMOLITION/RENOVATION ACTIVITIES THAT WOULD DISTURB LEAD-BASED PAINT) WOULD HAVE TO BE EPA LICENSED LEAD SAFE RENOVATION FIRMS. LIKEWISE, ALL WORKERS EMPLOYED BY THOSE SUB-CONTRACTORS WOULD HAVE TO BE PROPERLY TRAINED IN AN EPA 8-HOUR RENOVATION, REPAIR AND PAINTING (RRP) TRAINING COURSE AND LICENSED AS EPA

RENOVATORS.

RECOMMENDATIONS REGARDING MOLD & FUNGI

1. PRIOR TO REMEDIATION, ENSURE THAT ALL LEAKS OR OTHER SOURCES OF WATER INTRUSION, IF ANY, HAVE BEEN AND REMAIN SUFFICIENTLY CONTROLLED. BUILDING SYSTEMS OF IMMEDIATE CONCERN SHOULD BE INSPECTED BY A PROFESSIONAL TO IDENTIFY ANY POTENTIAL DEFECTS AND SOURCES OF POSSIBLE WATER AND/OR MOISTURE INTRUSION.

2. ALL WATER AND/OR MOISTURE DAMAGED PIPE/DUCT INSULATION, WALLS, FLOORS AND CABINETS...ETC. ( IDENTIFIED IN THIS REPORT SHOULD BE CLEANED AND ENCAPSULATED AT LEAST 2' FEET BEYOND ANY VISIBLE DISCOLORATION AND WATER STAINING UTILIZING PROPER TECHNIQUES (E.G., REPETITIVE CLEANING WITH AN APPROVED ANTI-MICROBIAL SOLUTION, HEPA VACUUMS WHILE USING ISOLATED CONTAINMENT SYSTEMS WITH NEGATIVE AIR IN ORDER TO COMPLY WITH ICRA STANDARDS FOR SMALL SCALE WORK). ALL REMEDIATION WORK WILL BE PERFORMED UNDER CONTROLLED ISOLATED CONDITIONS USING STANDARD INDUSTRY PRACTICES WHILE IN MEDICAL FACILITIES BY A QUALIFIED CONTRACTOR.

3. IN THE EVENT THAT ANY HIDDEN RESERVOIRS OF WATER DAMAGE AND/OR MOLD GROWTH ARE IN FACT DISCOVERED DURING RENOVATION AND/OR DEMOLITION ACTIVITIES (IN PREVIOUSLY INACCESSIBLE PIPE CHASES, WALL OR CEILING CAVITIES, ETC.), THE AREAS SHOULD BE VISUALLY INSPECTED BY A 3RD PARTY CONSULTANT TO DETERMINE THE CORRECT RESPONSE ACTIONS

MOVING FORWARD.

4. TO CLOSE OUT THE REMEDIAL PROCESS, A POST-REMEDIATION VISUAL INSPECTION AND VERIFICATION AIR SAMPLING SHOULD BE PERFORMED TO DETERMINE WHETHER THE REMEDIATION AND DECONTAMINATION EFFORTS WERE SUCCESSFUL. A FINAL WRITTEN REPORT DETAILING THE FINDINGS POST- REMDIATION SHOULD ALSO BE GENERATED AND SUBMITTED.

3ASBESTOS GENERAL NOTES

N.T.S.

BUSINESS (OFFICE)

BUILDING OCCUPANCY

8,083 SF / 100 OCCUPANTS = 81

ACCESSORY STORAGE 738 SF / 300 OCCUPANTS = 3

ACCESSORY ASSEMBLY 624 SF / 15 OCCUPANTS = 42

TOTAL = 126 OCCUPANTS

126 OCCUPANTS / 2 = 63 MEN & 63 FEMALE OCCUPANTS

PLUMBING FIXTURES

WATER CLOSETS REQUIRED = 3 MEN & 3 FEMALE (4 MALE & 4 FEMALE PROVIDED)

LAVATORIES REQUIRED = 2 MEN & 2 FEMALE (2 MALE & 2 FEMALE PROVIDED)

DRINKING FOUNTAINS REQUIRED = 2 (2 PROVIDED (1 HIGH & 1 LOW ))

SERVICE SINK REQUIRED = 1 (1 PROVIDED)

FLOOR AREA = 11,004 GSF / 10,794 NSF

VF7-1-100

EXISTING CONDITION PLAN

SCALE: 1" = 30'

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

V M

K C F I L E C a d d C i v i l

P r o j e c t s

B D e s i g n C i v i l

P l a n s V F d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

OSBOURN

062-052721

CD7-1-100

DEMOLITION PLAN

SCALE: 1" = 20'

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

V M

K C F I L E C a d d C i v i l o j e c t s

B D e s i g n C i v i l

P l a n s C D d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

7 8

CS7-1-100

SITE PLAN

SCALE: 1" = 20'

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

V M

K C F I L E C a d d C i v i l o j e c t s

B D e s i g n C i v i l

P l a n s C S d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

CG7-1-100

GRADING & EROSION PLAN

SCALE: 1" = 20'

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

V M

K C F I L E C a d d C i v i l o j e c t s

B D e s i g n C i v i l

P l a n s C G d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

UTILITY PLAN

SCALE: 1" = 30'

CU7-1-100

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

V M

K C F I L E C a d d C i v i l o j e c t s

B D e s i g n C i v i l

P l a n s C U d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

CU7-1-101

WATER LINE PLAN

AND PROFILE

SCALE: HOR: 1" = 20'

VER: 1" = 5"

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

NOTES THIS SHEET

SEE SHEETS CG7-1-503 AND CG7-1-504

FOR THE FOLLOWING DETAILS:

200 THRUST/BACKING BLOCK

233 FIRE HYDRANT ASSEMBLY

V M

K C F I L E C a d d C i v i l o j e c t s

B D e s i g n C i v i l

P l a n s C U d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

NOTES THIS SHEET:

SEE SHEETS CG7-1-503 AND CG7-1-504

FOR THE FOLLOWING DETAILS:

050 UTILITY TRENCH PATCH

206 TRENCHING AND BEDDING DETAILS

250 PIPE PENETRATION THROUGH WALLS BELOW GRADE

500 SANITARY SEWER MANHOLE

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

CU7-1-102

V M

K C F I L E C a d d C i v i l o j e c t s

B D e s i g n C i v i l

P l a n s C U d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

9' MIN.

ASPHALT PAVEMENT

1% MIN.

2% MAX.

1% MIN.

2% MAX.

[1 m m

VARIES PER PLANS 0' MIN.

10.5' MAX.

[3200mm]

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

[5 m m

[1 m m

(T Y P

4'-0" MAX.

[1219mm]

TRENCH AND BEDDING DETAILS

FLEXIBLE PIPE: RIGID PIPE:

NOTES:

1/2" [13mm]

BITUMINOUS

JOINT FILLER

3/4" R.

[19mm]

ROADWAY &

PAVEMENT

WIDTH

CONCRETE VERTICAL CURB

9 1/2"

10"

1:4 CURB

BATTER

CONCRETE CURB TERMINAL SECTION

DESIGN END OF CURB

CJ7-1-100

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

V M

K C F I L E C a d d C i v i l o j e c t s

B D e s i g n C i v i l

P l a n s C J d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

SILTATION FENCE DETAIL 870

SANITARY MANHOLE 500

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

CJ7-1-101

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

V M

K C F I L E C a d d C i v i l o j e c t s

B D e s i g n C i v i l

P l a n s C J d w g

P M j e r e m y d

S T

A T E O F I L L I NO I S

S T

P R O F E S S I O N A L E N G I N E E

LEON D.

'-0

168'-3"

VEST

CORR

CONF

CORRIDOR

OFFICE

MENS

MECHANICAL

JAN

OPEN

OFFICE

1/AE7-1-300

5/AE7-1-300 5'

-0

'-0

9' -8

'-4

5'-1"

OFFICE

20'-9" 10'-5"

7'-0"24'-2"

10'-3"

5' -4

-6

3' -2

-1 0"

3' -4

'-0

'-9

-6

3'-2"6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"

6'-4"

168'-3"

BREAK ROOM

WOMENS

CORR

OFFICE

110A

111A

113A

134A

130A

116A

117A

129A

133A

125A

131A

132A

134B

105A

104A

A A AAA

A A A A A

A A A A A A

OFFICE

1/AE7-1-200

7- 1-

2/AE7-1-300

7- 1-

2 2

FEC

127A

DRAIN TO DAYLIGHT. COORDINATE WITH CIVIL DRAWINGS

4/AE7-1-200

4B 1

66 6

124A

7- 1-

'-5

'-7

5' -4

-2

6' -6

-1 0"

6' -6

6'-6"

'-6

6' -6

-6

25'-0" 25'-0" 24'-2 1/2" 25'-0" 25'-0"

'-0

25'-0" 25'-0" 24'-2 1/2" 24'-2 1/2" 25'-0" 25'-0"

3'-2" 6'-6" 6'-6" 7'-6" 6'-6" 7'-10 3/4" 6'-6" 6'-6" 6'-6"4'-0"

'-9

-6

'-6

3'-2" 6'-6" 6'-6" 6'-6" 6'-6" 6'-6" 6'-6" 6'-6"

1'-0"1'-0"

3 52

1 6

3.7 4.3 61 7

6'-6 1/2"

1' -0

4.13

5'-3"

1'-0"

1' -0

5'-3"

3.9 1'-0"

1' -0

3 PERSON

OFFICE #1

2 PERSON

OFFICE #2

2 PERSON

OFFICE #3

2 PERSON

OFFICE #5

2 PERSON

OFFICE #4

2 PERSON

OFFICE #6

OFFICE

4'-0" 7'-6"7'-10 3/4" 3'-2"6'-6"6'-6"7'-6"6'-6"7'-10 3/4"6'-6"6'-6"6'-6" 4'-0" 4'-0"7'-6" 7'-10 3/4"

6'-6"13'-0"

6'-6"

103A

102A

101A

2 2 2 2

2 22

4B 126A

3.7 3.9 4.1 4.3

5'-3" 6'-6 1/2" 5'-3"

20'-11"

'-2

15'-4" 5'-0"

FINISHED

CLEAR

10'-5" 10'-5" 10'-5" 7'-9" 16 '-1

3'-1"

'-1

3' -1

-5

'-1

1/ 2"

'-1

'-1 0"

'-1

16'-2" 10'-8"

22'-3"

FILE

ROOM

13/AE7-1-300

11/AE7-1-300 3/AE7-1-30014/AE7-1-300

'-5

'-4

13'-5 1/2" 32'-11 1/2"5'-0"

5' -0

'-5

'-8

5'-1"

11'-8" 10'-7"

10'-6"

11'-9"

8' -1

'-0

24'-2 1/2"

9 1/2"

CORR

115A

2' -0

12/AE7-1-300

TYP

TYP TYP

4/AE7-1-300

TYP

100A

CEILING MOUNTED TOILET

PARTITIONS.

CARD READER / ELECTRIC STRIKES

RE: ELECTRICAL PLANS EY7-100

SEMI RECESSED FIRE EXTINGUISHER

CABINET 5/AD7-1-400

NOT USED

HI-LO DRINKING FOUNTAIN RE:

PLUMBING

ALL DOWNSPOUTS DRAIN TO THE

UNDERGROUND WATER SYSTEM.

COORDINATE WITH CIVIL DRAWINGS.

GENERAL NOTES:

1. WALL TYPES RE: AW7-1-500

2. ALL WINDOWS TO RECEIVE SOLAR SHADES.

RE: SPECIFICATION COLOR TO BE SELECTED

BY ARCHITECT.

3. WINDOW FRAME STYLE RE: 1/AS7-1-600

4. ALL SPECIFICATIONS ASSOCIATED WITH

THESE DOCUMENTS SHALL OVERRIDE ANY

DRAWING INFORMATION.

5. FULLY FIRE CAULK ALL PENETRATIONS

THROUGH NEW FIRE PARTITIONS. NEW

FLOOR AND CEILING PLENUMS.

6. ALL JOINTS TO BE CAULKED AT DISSIMILAR

MATERIALS INCLUDING BUT NOT LIMITED TO

DOOR FRAMES TO WALLS, BACKSPLASH TO

WALL AND MULLION COVERS TO WALL

7. ALL BLOCKING TO BE FIRE TREATED

LUMBER OR PLYWOOD.

8. AROUND ALL DOORS WITHIN 24" OF GRADE,

USE HEAVY DUTY MESH REINFORCING EIFS.

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

1ARCHITECTURAL PLAN

1/8"= 1'-0" 1A ARCHITECTURAL PLAN NOTES

N.T.S.

AF7-1-100

1B GENERAL NOTES

N.T.S.

PLAN

NORTH

TRUE

NORTH

2NOT USED

7- 1-

/4 /1

7- 1-

SLOPE 1/4 /12

1 1

111 1

SLOPE 1/4 /12 SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12

SLOPE 1/4 /12 SLOPE 1/4 /12 SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12SLOPE 1/4 /12

/4 /1

ROOF PLAN KEY NOTES

WALL SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT,

SCUPPERS TO BE MANUFACTURED TO MATCH EXISTING IN

FLASHING. PRE-FINISHED ALUMINUM. RE: 8/AW7-1-500

NEW INSULATED ROOF HATCH, 36X26, WITH

MANUFACTURER PROVIDED ACCESSORIES AND

FLASHINGS, INSTALL PER MANUFACTURER'S

INSTRUCTIONS

NEW FULLY ADHERED TPO 60 MIL ROOF MEMBRANE WITH

INTEGRAL ADHESIVE BACKING, OVER POLY ISO RIGID

INSULATION R-25 SLOPED TO SCUPPERS, 14" PER FOOT,

WITH ISO COVERBOARD. INSTALLED PER

MANUFACTURER'S INSTRUCTIONS.

PRE MOLDED TPO INSIDE CORNER REINFORCING

PRE MOLDED TPO OUTSIDE CORNER REINFORCING

CANT STRIP

MECHANICAL VENT, COORDINATE PENETRATION WITH

MECH SUBMITTALS

ROOF PENETRATIONS RE: PL7-101

METAL CANOPY RE: 4/AS7-1-600

PREFINISHED ALUMINUM COPING

ROOF PLAN GENERAL NOTES

1. ALL SPECIFICATIONS ASSOCIATED WITH THESE DOCUMENTS SHALL

OVERRIDE ANY DRAWING INFORMATION.

2. FULLY FIRE CAULK ALL PENETRATIONS

3. ALL JOINTS TO BE CAULKED AT DISSIMILAR MATERIALS

4. ALL BLOCKING TO BE FIRE TREATED LUMBER OR PLYWOOD.

5. ALL DOWNSPOUTS TO DRAIN TO UNDERGROUND WATER SYSTEM,

COORDINATE WITH CIVIL.

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

481ROOF PLAN

1/8"= 1'-0"

AF7-1-102

R O

O F

1A ROOF PLAN KEY NOTES

N.T.S.

PLAN

1B ROOF PLAN NOTES

N.T.S.

2NOT USED

IRM

BIOMED

VFW

AMER. LEGION

IRM OFFICE

IRM STORAGE

105A

IRM STORAGE

106 BIOMED OFF

BIOMED OFF

BEHAVIOR

MEDICINE

T/C ELEC.

BEHAVIOR

MEDICINE

BEHAVIOR

MEDICINE

BEHAVIOR

MEDICINE

BEHAVIOR

MEDICINE

GYM

118B

VESTIBULE

H.A.C.

VESTIBULE

WOMENS TOILET

IRM OFFICE

COMPUTER ROOM

CHIEF ADP IRM

IRM TECHNICAL

STAFF

IRM OFFICE

VAV

TELEPHONE

IRM

123A

CORRIDOR

C100

CORRIDOR

C101

CORRIDOR

C102

CORRIDOR

C103

MENS TOILET

CORRIDOR

C104

FEC

BIOMED

106A

AFTER INSPECTIONS FROM THE RIVERFRONT ENVIRONMENTAL

SAFETY AND HEALTH 2009 REPORT, THE JOHN A JURGIEL AND

ASSOCIATES 2015 ASBESTOS ABATEMENT REPORT, QUANTUM

LABORATORIES, THE 2013 ASBESTOS AIR MONITORING REPORT AND

ALL ADDITIONAL SUBSEQUANT FILED REPORTS FROM THE VA ON

EXISTING BUILDING 37, THE FACILITY IS ASSUMED TO BE FILLED WITH

ASBESTOS CONTAINING MATERIAL AND IT SHOULD BE HANDLED AS

SUCH. SHOULD SMALL SCALE PENETRATIONS BE REQUIRED FOR

CONSTRUCTION/RENOVATION ACTIVITIES, THE PRECISE AREAS TO BE

IMPACTED COULD BE SUBJECTED TO A MORE INTENSIVE AND

LOCALIZED SAMPLING EFFORT TO DETERMINE WHETHER THE

TARGETED AREA IS ASBESTOS CONTAINING MATERIAL (ACM) OR NON

ASBESTOS CONTAINING MATERIAL (NON-ACM). IT IS ADVISED THAT A

MINIMUM OF 3 BULK SAMPLES BE TAKEN FROM EACH TARGETED

PENETRATION LOCATION PRIOR TO MAKING FINAL DETERMINATION ON

ASBESTOS CONTENT.

IN THE EVENT THAT SUSPECT MATERIALS (I.E., FLOOR TILE , FLOOR

TILE GLUE, TAN EXTERIOR STUCCO, ETC.) ARE DISCOVERED DURING

RENOVATION, DEMOLITION AND/OR ABATEMENT ACTIVITIES, THE

SUSPECT MATERIAL SHOULD BE ASSUMED ASBESTOS OR BULK

SAMPLES SHOULD BE COLLECTED IN ORDER TO DETERMINE THE

PRESENCE OF ASBESTOS.

IN THE EVENT THAT PREVIOULSY INACCESSIBLE AND/OR HIDDEN

SUSPECT LEAD-BASED SURFACE COATINGS ARE DISCOVERED DURING

PLANNED RENOVATION ACTIVITIES, THOSE SURFACE COATINGS

SHOULD BE TESTED OR ASSUMED AND TREATED ACCORDINGLY. ALL

APPLICABLE STATE AND FEDERAL REGULATIONS REGARDING

WORKER EXPOSURE AND THE REDUCTION OF LEAD BASED PAINT

HAZARDS IN FEDERALLY OWNED PROPERTIES WOULD HAVE TO BE

FOLLOWED TO INCLUDE BUT NOT LIMITED TO IMPLEMENTING THE

APPROPRIATE LEAD SAFE WORK PRACTICES AND ENGINEERING

CONTROLS DURING RENOVATION, REMODELING AND/OR DEMOLITION

ACTIVITIES THAT MAY IMPACT LEAD-BASED SURFACE COATINGS. IN

ADDITION, ALL RENOVATION CONTRACTORS (WHO WOULD BE

INVOLVED IN DEMOLITION/RENOVATION ACTIVITIES THAT WOULD

DISTURB LEAD-BASED PAINT) WOULD HAVE TO BE EPA LICENSED LEAD

SAFE RENOVATION FIRMS. LIKEWISE ALL WORKERS EMPLOYED BY

THOSE SUB-CONTRACTORS WOULD HAVE TO BE PROPERLY TRAINED

IN AN EPA 8-HOUR RENOVATION, REPAIR AND PAINTING (RRP)

TRAINING COURSE AND LICENSED AS EPA RENOVATORS.

RECOMMENDATIONS REGARDING MOLD & FUNGI

1. PRIOR TO REMEDIATION, ENSURE THAT ALL LEAKS OR OTHER

SOURCES OF WATER INTRUSION, IF ANY, HAVE BEEN AND

REMAIN SUFFICIENTLY CONTROLLED. BUILDING SYSTEMS OF

IMMEDIATE CONCERN (I.E., PLUMBING SYSTEMS IN MECHANICAL

ROOM , ETC.) SHOULD BE INSPECTED BY A PROFESSIONAL TO

IDENTIFY ANY POTENTIAL DEFECTS AND SOURCES OF POSSIBLE

WATER AND/OR MOISTURE INTRUSION.

2. ALL WATER AND/OR MOISTURE DAMAGED PIPE/DUCT

INSULATION, WALLS, FLOORS AND CABINETS... ETC. (IDENTIFIED

IN THIS REPORT) SHOULD BE CLEANED AND ENCAPSULATED AT

LEAST 2' FEET BEYOND ANY VISIBLE DISCOLORATION AND

WATER STAINING UTILIZING PROPER TECHNIQUES (E.G.,

REPETITIVE CLEANING WITH AN APPROVED ANTI-MICROBIAL

SOLUTION, HEPA VACUUMS WHILE USING ISOLATED

CONTAINMENT SYSTEMS WITH NEGATIVE AIR IN ORDER TO

COMPLY WITH ICRA STANDARDS FOR SMALL SCALE WORK). ALL

REMEDIATION WORK WILL BE PERFORMED UNDER CONTROLLED

ISOLATED CONDITIONS USING STANDARD INDUSTRY PRACTICES

WHILE IN MEDICAL FACILITIES BY A QUALIFIED CONTRACTOR.

3. IN THE EVENT THAT ANY HIDDEN RESERVOIRS OF WATER

DAMAGE AND/OR MOLD GROWTH ARE IN FACT DISCOVERED

DURING RENOVATION AND/OR DEMOLITION ACTIVITIES (IN

BUILDING 37, ETC.), THESE AREAS SHOULD BE VISUALLY

INSPECTED BY A 3RD PARTY CONSULTANT TO DETERMINE THE

CORRECT RESPONSE ACTIONS MOVING FORWARD.

4. TO CLOSE OUT THE REMEDIAL PROCESS, A POST-REMEDIATION

VISUAL INSPECTION AND VERIFICATION AIR SAMPLING SHOULD

BE PERFORMED TO DETERMINE WHETHER THE REMEDIATION

AND DECONTAMINATION EFFORTS WERE SUCCESSFUL. A FINAL

WRITTEN REPORT DETAILING THE FINDINGS POST-REMEDIATION

SHOULD ALSO BE GENERATED AND SUBMITTED.

ROOMS AFFECTED BY RENOVATION

ROOMS AFFECTED WITH ASBESTOS

MARCH 25, 2020

VA PROJECT NO: 657-345

Dwg: Of:# #

DRAWING NO:

B U

N U

M B

D R

A W

C H

O N

R A

D E

A N

D R

B U

H A

B U

# 7

C- M

N, IL

D R

A W

R O

W O

R K

A R

T O

A N

S A

R A

N S

A D

O N

L C

V A

D R

P H

1- M

O D

C , M

N , I

DATE:

N D at e

D R

G I =

R M

R C

O R

R C

G P

E D

C E

D R

S C

O N

S U

O R

D R

Department of Veterans Affairs

C O

R U

O N n ne ttl et on bo nn er s pr in gs , k s

p h : 3

.9 fx bn b de si gn ar ch ite ct ur e in te rio rs

AF7-1-103

O O

1BUILDING 37 FLOOR PLAN

1/8"= 1'-0"

PLAN

NORTH

TRUE

NORTH

1A BUILDING 37 GENERAL NOTES

1/8"= 1'-0"

1B BUILDING 37 ASBESTOS LEGEND

1/8"= 1'-0"2NOT USED

civil

VF7-1-100

CD7-1-100

CS7-1-100

CG7-1-100

CU7-1-100

CU7-1-101

CU7-1-102

CJ7-1-100

CJ7-1-101

architecture

GI7-1-001

GI7-1-002

AF7-1-100

AF7-1-101

AF7-1-102

AF7-1-103

AE7-1-200

AE7-1-300

AD7-1-400

AW7-1-500

AW7-1-501

AS7-1-600

AS7-1-601

AS7-1-602

20200330 VA Marion Bldg 7 KHEG_100%CD

File details come from the government source that posted it. Updated Aug 28, 2020.