Attachment 6 - E. EHRM Infrastructure Addendum 1 - Part 2 of 2.pdf

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Attached to
36C77623B0063 - EHRM Infrastructure System Upgrades, Chicago, IL - Solicitation Federal contract opportunity
Solicitation number
36C77623B0063
Issued by
Department of Veterans Affairs Technology Acquisition Center Austin

About this file

This is a solicitation for infrastructure system upgrades at the Captain James A. Lovell Federal Health Care Center campus in Chicago, Illinois. The solicitation was issued by the Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas. Key work includes mechanical, electrical, telecommunications, and fire protection upgrades. The solicitation includes architectural drawings, mechanical plans, electrical plans, and fire protection drawings depicting the scope of work. Bids are due by July 14, 2023 with award anticipated by August 4, 2023. The set-aside category is unspecified.

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MECHANICAL

ROOM

B103

STORAGE

ROOM

B104

ELEV

BELEV1

STAIRS

BST3

MECHANICAL

ROOM

B101

MECH

ROOM

B102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

1017.A-101

BASEMENT FLOOR PLAN

SFTM

SCALE: 1/8" = 1'-0"

BASEMENT FLOOR PLAN -B1017F4 0' 4' 8' 16' 32'

1/8"=1'-0"

0' 2' 4' 8' 16'

1/4"=1'-0"

NO ARCHITECTURAL

WORK ON THIS FLOOR

"FOR CONTRACTOR

REFERENCE ONLY"

NORTH

FULLY SPRINKLERED

STAIRS

1ST4

STERILE

STORAGE

1076A

STAFF

LOUNGE

CORRIDOR

IRM ADMIN

OFFICE

ADMIN OFFICE

RECORDS

OFFICE

SUPPLY

CORRIDOR

CORRIDOR

OFFICE

TLT

SOIL

UTIL

DUTY

ROOM

DIAGNOSIS

ORAL

TLT

1083A

TLT

DIAGNOSIS

ORAL

DIAGNOSIS

ORAL

DIAGNOSIS

ORAL

WAITING

AREA

DARK ROOM

1085A

DENTAL

X-RAY

OFFICE

ELEC

CLO

COMM

CLO

STAFF

LOUNGE

CORRIDOR

CORRIDOR

OFFICE

SUPPLY

SUPPLY

OFFICE

1094B

OFFICE

1094A

OFFICE

OFFICE

VEST

CORRIDOR

CORRIDOR

JAN

STO

OFFICE

OFFICE

OFFICE

STAFF

LOUNGE

VEST

FEMALE

TOILET

MALE

TOILET

BIOMED

WORKSHOP

LOUNGE

TOILET

STAIRS

1ST5

RECEPTION/

RECORDS

RECEIVING

RECEPTION

CORRIDOR

VENDING

VESTIBULE

ELEVATOR

LOBBY

ELEV

1ELEV1

ELEV

1ELEV2

STAIRS

1ST3

CORRIDOR

1ELEV2

JAN

ENDO

SUPPLY

SUPPLY

SOIL

UTIL

SUPPLY

1007A

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

CORRIDOR

CORRIDOR

COMPUTER

ROOM

MALE

LOCKERS

MALE

TOILET

1009A

F TLT

1009B

ENDO

DTR

ENDO

DTR

ENDO

DTR

ENDO

DTR

ENDO

DTR

WAITING

AREA

VESTIBULE

OFFICE

OFFICE

OFFICE

TOILET

1016A

RECEPTION/

ADMIN

ENDO

SUPPLY

1029A

MALE

TOILET

M

TOILET

1022A

F LOCKER

F TLT

1020A

STAIRS

1ST2

STAIRS

1ST1

ENDO

DTR

ENDO

DTR

ENDO

DTR

ENDO

DTR

ENDO

DTR

GEAR

LOCKER

ENDO

STERILE

SUPPLY

VESTIBULE

CORRIDOR

STAFF

LOUNGE

ELEC

CLO

COMM

CLO

STAFF

LOUNGE

CORRIDOR

COMPUTER

ROOM

ELEC

CLO

COMM

CLO

STAFF

LOUNGE

CORRIDOR

COMPUTER

ROOM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

1017.A-102

FIRST FLOOR PLAN

SFTM

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - NORTH -B1017F4 SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - SOUTH -B1017F7 0' 4' 8' 16' 32'

1/8"=1'-0"

0' 2' 4' 8' 16'

1/4"=1'-0"

SCALE: 1/4"=1'-0"

EXISTING TR - 1012 - DEMO PLANC9

SCALE: 1/4"=1'-0"

EXISTING TR - 1087 - DEMO PLANB2

SCALE: 1/4"=1'-0"

TR - 1087 - REMODEL PLANC2

SCALE: 1/4"=1'-0"

TR - 1012 - REMODEL PLAND9

1017.A-102 C9&D9

1017.A-102 B2&C2

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NORTH

FULLY SPRINKLERED

KEY PLAN

F4 F7

15 15

STAIRS

2ST3

WAITING

ROOM

ELEVATOR

LOBBY

ELEV

2ELEV2

ELEV

2ELEV1

POST OP

DOR

DOR

DOR

DOR

DOR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

FLAMMABLE

STORAGE

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

WORK

ROOM

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

OFFICE

OFFICE

OFFICE

WAITING

WAITING

AREA

WAITING

AREA

CORRIDOR

CORRIDOR

CORRIDOR

STAFF

LOUNGE

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

RESTORATIVE

DTR

PHARMACY

DECONTAMINATION

CSR

CLEAN

CSR

STERILE

CSR

CORRIDOR

SCRUB/

SUPPLY

SOIL

UTILITY

TOILET

SUPPLY

SUPPLY

ADMINISTRATIVE

OFFICE

JAN

MALE

TOILET

FEMALE

TOILET

STERILE

SUPPLY

WAITING

AREA

RECRUIT

F TOILET

ELEC

CLO

DOCTOR

OFFICE/LOUNGE

COMM

CLO

SUPPLY

OFFICE

OFFICE

TOILET

TOILET

CORRIDOR

CORRIDOR

STAIRS

2ST4

CORRIDOR

RECRUIT

M TOILET

MALE

TOILET

FEMALE

TOILET

RESTORATIVE

DTR

RESTORATIVE

DTR

STAIRS

2ST5

TR

OFFICE

2030A

SEDATION

RECOVERY

IV

SEDATION

OFFICE

SEDATION

RECOVERY

OFFICE

DOR/

SEDATION

DOR/

SEDATION

DOR/

SEDATION

DOR

DOR

STERILE

SUPPLY

OFFICE

DOR

DOR

DOR

DOR

DOR

DOR

DOR

DOR

DOR

DOR

SUPPLY

DOR

DOR

DOR

DOR

STAIRS

2ST1

CORRIDOR

CORRIDOR

CORRIDOR

STAFF

LOUNGE

BIO HAZ

RECRUIT

LOUNGE

F TLT/

LOCKER

2017A

VESTIBULE

GR LKR

RECEP/

WAITING

2015STAIRS

2ST2

ADMINISTRATIVE

OFFICE

OFFICE

STRLZR

CLEAN

CSR

DECON

CSR

WORK

ROOM

STORAGE

BULK

STORAGE

GR LKR

CORRIDOR

2ELEV2

ELEC

CLO

COMM

CLO

ELEC

CLO

COMM

CLO

TR

SUPPLY

15 15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

1017.A-103

SECOND FLOOR PLAN

SFTM

SCALE: 1/8" = 1'-0"

SECOND FLOOR PLAN - NORTH -B1017F4 SCALE: 1/8" = 1'-0"

SECOND FLOOR PLAN - SOUTH -B1017F7 0' 4' 8' 16' 32'

1/8"=1'-0"

0' 2' 4' 8' 16'

1/4"=1'-0"

SCALE: 1/4"=1'-0"

EXISTING TR - 2112 - DEMO PLANC1 SCALE: 1/4"=1'-0"

TR - 2112 - REMODEL PLANC3

SCALE: 1/4"=1'-0"

TR - 2123 - REMODEL PLANB3SCALE: 1/4"=1'-0"

EXISTING TR - 2123 - DEMO PLANB1

REMODEL KEYED NOTES

DEMOLITION NOTES

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET ARCHITECTURAL GENERAL NOTES

30 M SMOKE ZONE BARRIER

1 HR FIRE BARRIER

2 HOUR FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS ENCLOSURE

30 M SMOKE ZONE BARRIER - EXISTING

1 HR FIRE BARRIER - EXISTING

2 HOUR FIRE BARRIER - EXISTING

SMOKE RESISTIVE HAZARDOUS ENCLOSURE

- EXISTING

FIRE EXTINGUISHER CABINET - NEW

FIRE EXTINGUISHER CABINET - EXISTING

FIRE RATED WALL LEGEND

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

1017.A-103 C1&C3

1017.A-103 B1&B3

6ALL WALLS

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NORTH

4 5

4 5

FULLY SPRINKLERED

KEY PLAN

F4 F7

1 1

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

PERIO

DTR

OFFICE

3021A

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

3046A

OFFICE

WAITING

ROOM

STAIRS

3ST3

STAFF

LOUNGE

STERILE

SUPPLY

ELEV

3ELEV2

ELEVATOR

LOBBY

ELEV

3ELEV1

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

BMS/SAFETY

OFFICE

JANITOR

CLOSET

RECRUIT

TOILET

PERIO

RECEPTION

PERIO

SUPPLY

CONFERENCE

ROOM

MECHANICAL

ROOM

A/V

STORAGE

STAIRS

3ST5

STAIRS

3ST4

CORRIDOR

VEST

VEST

CORRIDOR

MALE

LOCKERS

3013B

MALE

TLT/SHWR

3013A

FEMALE

TLT/SHWR

3009A

FEMALE

LOCKERS

3009B

ADMIN/LOUNGE

/CONFERENCE

CORRIDOR

ADMINISTRATIVE

OFFICE

OFFICE

PERIO

GEAR LKR

ELEC

CLO

TR

CONFERENCE

ROOM

STAFF

TOILET

STAFF

TOILET

PROS

DTR

PROS

DTR

SOILED

UTILITY

PROS

LAB

OFFICE

OFFICE

OFFICE

PERIO

GEAR

LKR

ELEC

CLO

TR

OFFICE

OFFICE

PERIO

GEAR

LKR

ELEC

CLO

TR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

1017.A-104

THIRD FLOOR PLAN

SFTM

SCALE: 1/8" = 1'-0"

THIRD FLOOR PLAN -B1017F4 0' 4' 8' 16' 32'

1/8"=1'-0"

0' 2' 4' 8' 16'

1/4"=1'-0"

SCALE: 1/4"=1'-0"

TR - 3036 - REMODEL PLAND7

SCALE: 1/4"=1'-0"

EXISTING TR - 3036 - DEMO PLANB7

REMODEL KEYED NOTES

DEMOLITION NOTES

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET ARCHITECTURAL GENERAL NOTES

30 M SMOKE ZONE BARRIER

1 HR FIRE BARRIER

2 HOUR FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS ENCLOSURE

30 M SMOKE ZONE BARRIER - EXISTING

1 HR FIRE BARRIER - EXISTING

2 HOUR FIRE BARRIER - EXISTING

SMOKE RESISTIVE HAZARDOUS ENCLOSURE

- EXISTING

FIRE EXTINGUISHER CABINET - NEW

FIRE EXTINGUISHER CABINET - EXISTING

FIRE RATED WALL LEGEND

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

6ALL WALLS

4 5

11017.A-104 B7&D7

NORTH

FULLY SPRINKLERED

Second Floor 110' - 6"

First Floor 100' - 0"

Third Floor 122' - 0"

Roof Structure 133' - 6"

COMPUTER

ROOM

COMPUTER

ROOM

TR

TR

TR

TR

EXIST. CONCRETE FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

1017.A-301

SECTIONS AND DETAILS

SFTM

0' 2' 4' 8' 16'

1/4"=1'-0"

SCALE: 1/4"=1'-0"

BUILDING SECTION -B1017B1

REMODEL KEYED NOTES

DEMOLITION NOTES

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

SCALE: 1/4"=1'-0"

BUILDING SECTION -B1017B3

EXIST. STUD WALLS

EXIST. FLOOR STRUCTURE

EXIST. CEILING

EXIST. CONCRETE FLOOR

EXIST. STUD WALLS

EXIST. FLOOR STRUCTURE

EXIST. CEILING

EXIST. ROOF STRUCTURE EXIST. ROOF STRUCTURE

6 ALL WALLS

EXIST. STUD WALLS

EXIST. CEILING

5 ALL WALLS

6ALL WALLS

5ALL WALLS

4ALL WALLS

6ALL WALLS

4 ALL WALLS

12 EXIST. FLOOR STRUCTURE

6 ALL WALLS

EXIST. STUD WALLS

EXIST. CEILING

5 ALL WALLS

4 ALL WALLS

FULLY SPRINKLERED

COMM

A/V ROOM

RECORDS

F TLT

M TLT

VESTIBULE

OFFICE

OFFICE

OFFICE

DTR

DENTAL

X-RAY

OFFICE

SUPPLY/

PREP RM

DENTAL

X-RAY

DENTAL

X-RAY

DENTAL

X-RAY

SUCTION

OFFICE

1055A

OPTICAL

LABORATORY

CLEAN

UTILITY

MECHANICAL

ROOM

MECH

LOUNGE

OFFICE

FEMALE

LOCKERS

RECORDS

VEST

MALE

LOCKERS

FEMALE

LOCKERS

ADMINISTRATIVE

OFFICE

M TLT

F TLT

KITCHEN

CORRIDOR

CORRIDOR

CORRIDOR

OLD

PROCEDURE

NOW OFFICE

OFFICE

XRAY

XRAY

XRAY

DTR

DTR

DTR

DTR

DTR

DTR

DTR

DTR

DTR

DTR

CORRIDOR

CORRIDOR

CORRIDOR

STAGING

AREA

SOIL

UTILITY

STER

SUPP

1003A

SUPP

STAGING

X-RAY

CORRIDOR

CORRIDOR

RECEPTION

SUPP

1039JAN

VESTIBULE

STAGING

AREA

SUPPLY

MECH

F. TLT

M. TLT

TR

TR

COMM

COMM

A/V

ROOM

A/V

ROOM

OLD

PROCEDURE

NOW

OFFICE

CORRIDOR

MECH

CORRIDOR

MECH

TR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

C O

L

O

R

A

D

O

L

I

C

E

N

S

E

D

A

R

C

H

I T

E

C

T

S E A

N

M

F

IT

Z

P

A

T

R

I C K

3/8/23

1523.A-101

FIRST FLOOR PLAN - NORTH

SFTM

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - NORTH -B1523

F5

SCALE: 1/4" = 1'-0"

EXISTING TR - 1011 - DEMO PLAN

B2

0' 4' 8' 16' 32'

1/8"=1'-0"

0' 2' 4' 8' 16'

1/4"=1'-0"

SCALE: 1/4" = 1'-0"

TR - 1011 - REMODEL PLAN

B4

SCALE: 1/4" = 1'-0"

EXISTING TR - 1061 - DEMO PLAN

D2

SCALE: 1/4" = 1'-0"

TR - 1061 - REMODEL PLAN

D4

SCALE: 1/4" = 1'-0"

EXISTING TR - 1030 - DEMO PLAN

F2

SCALE: 1/4" = 1'-0"

TR - 1030 - REMODEL PLAN

F4

1. NEW 45-MINUTE-RATED WOOD DOOR W/ HM FRAME. - SEE

DOOR SCHEDULE

2. NEW GWB/METAL STUD 1 HR FIRE WALL, EXTEND TO BOTTOM

OF STRUCTURE OR HARDPAN CEILING. FIRESTOP ALL

PENETRATIONS.

3. INFILL OPENING TO MATCH EXIST WALL CONSTRUCTION.

4. EXISTING WALL –REPAIR ALL EXISTING HOLES IN SHEETROCK

AND FIRE CAULK ALL EXISTING PENETRATIONS TO MAKE INTO

A 1-HR FIRE WALL.

5. EXTEND EXISTING WALL UP TO B.O. STRUCTURE. NEW WALL

EXTENSION TO BE 1 HR. FIRE WALL.

6. LINE FULL LENGTH OF WALL WITH 3/4" FIRE-RETARDANT

PLYWOOD BACKERBOARD PANELS 4'W X 8'H.; MOUNT

PLYWOOD 12" ABOVE FINISH FLOOR TO ALLOW FOR

INSTALLATION OF RESILIENT BASE. PAINT PANELS FIRE

RESISTANT PAINT, HIGH-GLOSS WHITE - 2 COATS. LEAVE

STICKERS UNPAINTED OR REMOVE AND REAPPLY TO

CLEARLY INDICATE FIRE RATING. PAINT ALL REMAINING

WALLS AROUND AND ABOVE PLYWOOD.

7. ACCESS CONTROL, COORDINATE WITH TECHNOLOGY.

8. NOT USED

9. NOT USED

10. SERVER RACK - SEE TELECOM DWGS

11. COMPUTER ROOM A/C UNIT - SEE MECHANICAL DWGS.

12. NEW STATIC-DISSIPATIVE VINYL TILE FLOORING TO MEET ISTS

4.1.1 AND 4" RESILIENT BASE - SEE ROOM FINISH SCHEDULE

13. NOT USED

14. REPAIR/PAINT FLOORS AND WALLS AS REQUIRED AFTER

REMOVAL OF TECHNOLOGY EQUIPMENT.

15. WATERPROOF WALL PER DETAIL B1/A-301.

16. RELOCATED DRINKING FOUNTAIN, SEE MECHANICAL DWGS.

17. FILL REMOVED FLOOR TRENCH WITH CONCRETE AND LEVEL

WITH FLOOR AS REQUIRED FOR INSTALLATION OF NEW

FLOORING.

18. INSTALL NEW FIRE EXTINGUISHER CABINET.

REMODEL KEYED NOTES

1. REMOVE EXIST DOOR/FRAME/HW - PREP FOR NEW

DOOR/FRAME OR INFILL TO MATCH EXIST. WALL CONST - SEE

RENOVATION PLAN & DOOR SCHEDULE.

2. REMOVE EXIST DOOR LEAF/HW - EXIST. FRAME TO REMAIN

PREP - SEE RENOVATION PLAN.

3. DEMO PORTION OF EXIST. WALL FOR NEW DOOR OPENING -

SEE RENOVATION PLAN.

4. REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING

ASSEMBLY IN ITS ENTIRETY

5. REMOVE EXIST. FINISH FLOORING AND 4" RESILIENT BASE.

PREP EXPOSED SUBSTRATE FOR NEW STATIC-DISSIPATIVE

TILE, SDT

6. NOT USED

7. DEMO EXIST. WALL - PATCH FLOOR AND WALLS AS REQ'D

FOR NEW FINISHES

8. REMOVE EXIST. WALL-MOUNTED PLYWOOD AND EQUIPMENT -

SEE TECHNOLOGY DWGS. FOR EQUIPMENT DEMO.

9. EXIST. ACCESS CONTROL - SEE TECHNOLOGY DWGS. FOR

RELOCATION AND REPLACEMENT

10. EXISTING EQUIPMENT RACK - SEE TECHNOLOGY DWGS. FOR

DEMO.

11. NOT USED

12. REMOVE EXIST. PLUMBING FIXTURE, SEE MECHANICAL.

13. REMOVE EXIST. COUNTERTOP.

14. REMOVE EXIST. OVERHEAD COILING DOOR AND ALL

ASSOCIATED TRACKS, HARDWARE, ETC.

15. REMOVE EXIST. GYPSUM BOARD CEILING IN ITS ENTIRETY.

16. REMOVE EXIST. ALUMINUM FLOOR TRENCH AND PREP FOR

INFILL. SEE MECH AND ELEC DRAWINGS FOR REMOVAL OF

UTILITIES FROM FLOOR TRENCH.

DEMOLITION NOTES

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

ARCHITECTURAL GENERAL NOTES

1. EXISTING STRUCTURAL GRIDS, BEAMS AND COLUMNS SHOWN

ARE FOR COORDINATION AND ORIENTATION PURPOSES ONLY

AND NOT FOR ACTUAL LOCATIONS OR SIZE OF COMPONENTS.

THE CONTRACTOR IS TO FIELD VERIFY LOCATIONS OF

COLUMNS AND STRUCTURAL MEMBERS / ELEMENTS.

2. THE AREAS OF WORK SHOWN ARE ASSOCIATED WITH AN

OPERATING FACILITY THAT MUST REMAIN IN SERVICE

24-HOURS A DAY, 7-DAYS A WEEK.

3. SCHEDULE WORK TO MINIMIZE DISRUPTION OF SERVICES.

4. COORDINATE WORK SCHEDULE WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR).

5. COORDINATE WORK WITH ALL OTHER TRADES. VERIFY ALL

EXISTING CONDITIONS PRIOR TO BEGINNING WORK TO

CONFIRM ACCURACY IN THE DRAWINGS. REPORT ANY

DISCREPANCIES TO THE VA COR.

6. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL

DIMENSIONS AND EXISTING ARCHITECTURAL AND

STRUCTURAL CONDITIONS.

7. PROVIDE SMOOTH, LEVEL TRANSITIONS FROM NEW FINISH TO

EXISTING FINISH TO REMAIN.

8. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL NEW

FINISHES TO COMPLETE THE WORK AS NECESSARY.

9. REMOVE AND REPLACE ELECTRICAL / DATA PLATES, BOXES,

LIGHTS AND ACCESSORIES AS NECESSARY. ADJUST

ELECTRICAL / DATA COMPONENTS AS NECESSARY.

10. PROTECT ADJACENT SURFACES TO REMAIN PRIOR TO

CONSTRUCTION. ANY DAMAGE MUST BE FIXED AT THE

CONTRACTORS EXPENSE.

11. THE GENERAL CONTRACTOR SHALL PROVIDE ICRA DUST

PARTITIONS PER INFECTION CONTROL AND ENVIRONMENTAL

PLANS, AND COORDINATED WITH THE COR PRIOR TO

CLOSING OFF AREAS OF WORK FROM ACTIVE AREAS OF THE

BUILDING.

12. ALL WALLS ARE DIMENSIONED TO FACE OF STUDS, UNLESS

NOTED OTHERWISE.

13. REFER TO MECHANICAL DRAWINGS FOR NEW MECHANICAL

UNITS AND WORK IN ROOMS.

14. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING LOCATIONS

AND WORK IN ROOMS.

15. REFER TO TECHNOLOGY / TELECOM DRAWINGS FOR

TELECOM AND SERVER RACKS, CABLE TRAYS, CABLE JACK

LOCATIONS AND ITEMS RELATED TO TELECOM WORK.

16. REFER TO HAZARDOUS MATERIALS SPECIFICATIONS AND

NOTES ON ENVIRONMENTAL DRAWINGS FOR ABATEMENT

PROCEDURES OF HAZARDOUS MATERIALS.

17. EXISTING AND NEW CABLE TRAYS NOT SHOWN FOR CLARITY

OF ARCHITECTURAL SCOPE OF WORK. REFER TO

TECHNOLOGY / TELECOM DRAWINGS FOR INFORMATION

RELATED TO THESE ITEMS.

18. REFERENCE TECHNOLOGY / TELECOM DRAWINGS FOR

AREAS WHERE NEW DATA JACK WALL OUTLETS WILL BE

PROVIDED IN ROOMS OUTSIDE OF THE TELECOM ROOMS.

PATCH AND PAINT AROUND DATA JACK WALL OUTLET AS

NEEDED. COORDINATE PAINT COLOR WITH EXISTING WALL

COLOR AND VA COR.

19. FIRE-AND SMOKE-SEAL ALL THROUGH-WALL PENETRATIONS

TO COMPLY WITH FIRE-SMOKE RATING APPLICABLE TO WALL.

PROVIDE A MINIMUM OF 1-HOUR FIRE-SMOKE RATING WHERE

WALL RATING IS NOT SHOWN.

20. ALL HOLES THAT ARE LEFT IN ANY WALL AFTER REMOVAL OF

DUCTWORK, PLUMBING, ELECTRICAL, TECHNOLOGY, ETC.

MUST BE REPAIRED WITH GYPSUM BOARD AND TAPE OR

FILLED WITH FIRE CAULKING.

30 M SMOKE ZONE BARRIER

1 HR FIRE BARRIER

2 HOUR FIRE BARRIER

SMOKE RESISTIVE HAZARDOUS ENCLOSURE

30 M SMOKE ZONE BARRIER - EXISTING

1 HR FIRE BARRIER - EXISTING

2 HOUR FIRE BARRIER - EXISTING

SMOKE RESISTIVE HAZARDOUS ENCLOSURE

- EXISTING

FIRE EXTINGUISHER CABINET - NEW

FIRE EXTINGUISHER CABINET - EXISTING

FIRE RATED WALL LEGEND

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

1523.A-101

F2&F4

A-101

1523.B2&B4

1523.A-101

D2&D4

6ALL WALLS

B3

1523.A-301

B1

1523.A-301

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NORTH

4 5

ALL WALLS

NON-SPRINKLERED

KEY PLAN

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

EM-LTG

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LL1

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LH1

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text

MDS

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

PP-NN

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LL2A

AutoCAD SHX Text

LL2

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LH2

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-121)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-713)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-725)

AutoCAD SHX Text D

AutoCAD SHX Text

VFD

AutoCAD SHX Text

VFD

AutoCAD SHX Text

VFD

AutoCAD SHX Text

(VFD-

AutoCAD SHX Text 525)

AutoCAD SHX Text

VFD

AutoCAD SHX Text

(VFD-

AutoCAD SHX Text 885)

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-845)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-893)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-941)

AutoCAD SHX Text

(PNL-237)

AutoCAD SHX Text

SWITCHGEAR

AutoCAD SHX Text

(TDT-317)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-681)

AutoCAD SHX Text T

AutoCAD SHX Text

(TDT-681)

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LL1A

AutoCAD SHX Text

(PNL-133)

AutoCAD SHX Text

400A DIST

AutoCAD SHX Text T

AutoCAD SHX Text

(TDT-417)

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -473) http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html AutoCAD SHX Text

MDS

AutoCAD SHX Text

VFD

AutoCAD SHX Text

(TDT-681)

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LL1A

AutoCAD SHX Text

400A DIST

http://www.2learncad.com/free_cad_blocks.html AutoCAD SHX Text

MDS

AutoCAD SHX Text

VFD

AutoCAD SHX Text

(TDT-681)

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LL1A

AutoCAD SHX Text

400A DIST

http://www.2learncad.com/free_cad_blocks.html AutoCAD SHX Text

E-PNL

http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html AutoCAD SHX Text

E-PNL

http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text B

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text Z

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text Z

AutoCAD SHX Text T

AutoCAD SHX Text T-1

AutoCAD SHX Text

AutoCAD SHX Text

1LP1

AutoCAD SHX Text

AutoCAD SHX Text

1LP2

AutoCAD SHX Text

AutoCAD SHX Text

1LP3

AutoCAD SHX Text

AutoCAD SHX Text

1LP5

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

AutoCAD SHX Text

1LP4

AutoCAD SHX Text

AutoCAD SHX Text

1HP1

AutoCAD SHX Text

AutoCAD SHX Text

1HP2

AutoCAD SHX Text

1LP6

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

PP-N

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

EM-LTG

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LL1

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LH1

AutoCAD SHX Text

OS

AutoCAD SHX Text

OS

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text

MDS

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

PP-NN

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LL2A

AutoCAD SHX Text

LL2

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LH2

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-282)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-382)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-982)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-154)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-210)

AutoCAD SHX Text P-6

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -458)

AutoCAD SHX Text P-7

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -378)

AutoCAD SHX Text

EF7

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -530)

AutoCAD SHX Text

EF4

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -190)

AutoCAD SHX Text

EF5

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -846)

AutoCAD SHX Text

EF1

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -534)

AutoCAD SHX Text

TE-3

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -338)

AutoCAD SHX Text

TE-4

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -690)

AutoCAD SHX Text

TE-5

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -950)

AutoCAD SHX Text P-8

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -398)

AutoCAD SHX Text P-9

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -526)

AutoCAD SHX Text

VFD

AutoCAD SHX Text

(VFD-

AutoCAD SHX Text 186)

AutoCAD SHX Text

VFD

AutoCAD SHX Text

(VFD-

AutoCAD SHX Text 910)

AutoCAD SHX Text

VFD

AutoCAD SHX Text

(VFD-

AutoCAD SHX Text 430)

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -606)

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -570)

AutoCAD SHX Text

(PNL-378)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-121)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-713)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-725)

AutoCAD SHX Text D

AutoCAD SHX Text

VFD

AutoCAD SHX Text

VFD

AutoCAD SHX Text

VFD

AutoCAD SHX Text

(VFD-

AutoCAD SHX Text 525)

AutoCAD SHX Text

VFD

AutoCAD SHX Text

(VFD-

AutoCAD SHX Text 885)

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-845)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-893)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-941)

AutoCAD SHX Text

(PNL-237)

AutoCAD SHX Text

SWITCHGEAR

AutoCAD SHX Text

(TDT-317)

AutoCAD SHX Text D

AutoCAD SHX Text

(DS-681)

AutoCAD SHX Text T

AutoCAD SHX Text

(TDT-681)

AutoCAD SHX Text

E-PNL

AutoCAD SHX Text

LL1A

AutoCAD SHX Text

(PNL-133)

AutoCAD SHX Text

400A DIST

AutoCAD SHX Text

(MDP-457)

AutoCAD SHX Text

MDP

AutoCAD SHX Text

LMDP1

AutoCAD SHX Text

(DP-369)

AutoCAD SHX Text

DP

AutoCAD SHX Text

(TDT-169)

AutoCAD SHX Text

(PNL-717)

AutoCAD SHX Text

(PNL-873)

AutoCAD SHX Text

(PNL-662)

AutoCAD SHX Text

(PNL-497)

AutoCAD SHX Text

(PNL-917)

AutoCAD SHX Text

(PNL-365)

AutoCAD SHX Text

(PNL-185)

AutoCAD SHX Text

(PNL-189)

AutoCAD SHX Text

(DS-

AutoCAD SHX Text 165)

AutoCAD SHX Text T

AutoCAD SHX Text

(TDT-417)

AutoCAD SHX Text

(MSDS

AutoCAD SHX Text -473)

AutoCAD SHX Text 00404366

TR

A/V ROOM

CORR

VEST

OFFICE

GYM

LOUNGE

OFFICE

OFFICE

EXAM

ROOM

OBSERVATION

AREA

EXAM

ROOM

EXAM

ROOM

CORRIDOR

FEMALE

LOCKERS

WAITING/

CHECK-IN

CORRIDOR

CORRIDOR

CORRIDOR

OPEN

OFFICE

CLEAN

ROOM

1080MALE

LOCKERS

M TLT

DPT.

HEAD

1070A

F TLT

1081A

VEST

LABORATORY

OFFICE

MECHANICAL

ROOM

COMM

LAB

RECEP

MECH

SHOT

LINE

CLASSROOM

BICILLIAN

BLOOD

DRAW

BIOHAZ

1089A

TLT

STAGING

CLINICAL

RECEP

SHOT

LINE

CORRIDOR

ELECTRICAL

RECORDS

STAGING

AREA

CLASSROOM

M TLT

OFFICE

F TLT

OFFICE

WAITING

ROOM

OFFICE

OFFICE

OFFICE

EXAM

ROOM

EXAM

ROOM

FITTING

OFFICE/

EXAM

OFFICE/

EXAM

OFFICE/

EXAM

FUNDUS

ROOM

JAN

1103TLT

VESTIBULE

WAIT

AREA

RECEP

CORRIDOR

CORRIDOR

CORRIDOR

VEST

CORRIDOR

AUDIO OFF

AUDIO OFF

OFFICE

OFFICE

OFFICE

TLT

EXAM

ROOM

OFFICE

VEST

EXAM

ROOM

EXAM

ROOM

EXAM

ROOM

EXAM

ROOM

OFFICE

OFFICE

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

CORRIDOR

EXAM

ROOM

OFFICE

OFFICE

OFFICE

RECEPTION/

ADMIN

WAITING

ROOM

VITALS

PRINT

JAN

1131A

STORAGE

STAFF

LOUNGE

WAITING

ROOM

OFFICE

OFFICE

TLT

OFFICE

AUDIO BOOTH

EXAM

AUDIO BOOTH

EXAM

AUDIO BOOTH

EXAM

CLEAN

UTILITY

VEST

LPO

1070B

COMM

COMM

TR

RECORDS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

1523.A-102

FIRST FLOOR PLAN - SOUTH

SFTM

SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - SOUTH -B1523F5

SCALE: 1/4" = 1'-0"

EXISTING TR - 1097 - DEMO PLANA2

0' 4' 8' 16' 32'

1/8"=1'-0"

0' 2' 4' 8' 16'

1/4"=1'-0"

SCALE: 1/4" = 1'-0"

TR - 1097 - REMODEL PLANB2

SCALE: 1/4" = 1'-0"

EXISTING TR - 1064 - DEMO PLAND2

SCALE: 1/4" = 1'-0"

TR - 1064 - REMODEL PLANF2

ALL WALLS

15 5

1523.A-101 D2&D4

1523.A-102 D2&F2

A-102 1523.A2&B2

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NO ARCHITECTURAL

WORK IN THIS ROOM

"FOR CONTRACTOR

REFERENCE ONLY"

NORTH

8" CMU

8" CMU

4 ALL WALLS5

NON-SPRINKLERED

KEY PLAN

Roof Structure 112' - 0"

First Floor 100' - 0"

Roof Structure 112' - 0"

First Floor 100' - 0"

TR

TR

TR

TR

EXIST. CONCRETE FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

1523.A-301

SECTIONS AND DETAILS

SFTM

0' 2' 4' 8' 16'

1/4"=1'-0"

SCALE: 1/4"=1'-0"

BUILDING SECTION -B1523B1

6 ALL WALLS

REMODEL KEYED NOTES

DEMOLITION NOTES

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

NOT ALL KEYED NOTES ARE

USED ON EVERY SHEET

SCALE: 1/4"=1'-0"

BUILDING SECTION -B1523B3

EXIST. STUD WALLS

EXIST. ROOF STRUCTURE

EXIST. CEILING

5 ALL WALLS

EXIST. CONCRETE FLOOR

6ALL WALLS

EXIST. STUD WALLS

EXIST. ROOF STRUCTURE

EXIST. CEILING

5ALL WALLS

SCALE: 1/4"=1'-0"

BUILDING SECTION -B1523D1 SCALE: 1/4"=1'-0"

BUILDING SECTION -B1523D3

EXIST. CONCRETE FLOOR

6 ALL WALLS

EXIST. CMU WALLS

EXIST. ROOF STRUCTURE

EXIST. CEILING

5 ALL WALLS

EXIST. CONCRETE FLOOR

6ALL WALLS

EXIST. CMU WALLS

EXIST. ROOF STRUCTURE

EXIST. CEILING

5ALL WALLS

4ALL WALLS 4 ALL WALLS

4ALL WALLS 4 ALL WALLS

38" CMU 3 CMU

NON-SPRINKLERED

PIPE, CONDUIT, DUCT,

ETC. SUPPORT EACH

SIDE OF WALL

FIRE SEAL SYSTEM IN

ALL RATED WALLS

PIPING OR ROUND

DUCTWORK

GLASS FIBER BOARD

OR BACKER ROD

DUCT SUPPORT

EACH SIDE OF WALL

FRAME OPENING WITH

STUDSRECTANGULAR

DUCTWORK

FIRE SEAL SYSTEM IN

ALL RATED WALLS

ADJACENT SPACE

W/ WATER

TELECOM

ROOM SIDE

TOP OF SLAB

RESILIENT BASE

NEW FLOORING

CAULK BOTTOM OF ALL

SHEETROCK TO

FLOORING

WATER RESISTANT

GYPSUM BOARD

8" TYP X GYP BOARD ON

SIDE OF STUD

PARTITION TYPE PER

PLANS

COVER OR FACE PLATE

FIRE PUTTY AROUND OUTLET,

EQUIPMENT, AND RECEPTACLES

FIRE CAULKING ALL AROUND AT

FACE PLATE

CONTINUE ACOUSTIC BATT

AROUND AND BEHIND BOX

BOX SIZE VARIES

CONDUIT

DETAILED BELOW

PARTITION TYPE PER

PLANS

COVER OR FACE PLATE

FIRE PUTTY AROUND OUTLET,

EQUIPMENT, AND RECEPTACLES

FIRE CAULKING ALL AROUND AT

FACE PLATE

CONTINUE ACOUSTIC BATT

AROUND AND BEHIND BOX

BOX SIZE VARIES

CONDUIT

R

EQ

. I F

BO

XE

S

AR

E U

N D

ER

4" A

PA

R

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

3/8/23

A-301

TYPICAL DETAILS

SFTM

ALL

SCALE: 3"=1'-0"

WALL WATERPROOFING DETAILB1

BUILDING WALL OR FLOOR

NOTE:

ISOLATION ASSEMBLY SHALL

BE DESIGNED TO WITHSTAND

0.5g LATERAL AND VERTICAL

PIPE OR ELECTRICAL CONDUIT

MANUF.

CONSULT

PROVIDE ESCUTCHEON AT

EXTERIOR WALL PENETRATIONS

NOTE:

ROOFING TO MEET SOLAR

REFLECTIVITY INDEX TO MEET ASHRAE

90.1 AND ENERGY STAR

REQUIREMENTS, MINIMUM SRI 82.

6" 6"

10A-501

A7 TYP.

NOTE A1:

PREP, BOND AND / OR FASTEN NEW MEMBRANES TO EXISTING PER

MANUFACTURER'S RECOMMENDATIONS FOR WARRANTY IN PREFERRED

BONDING METHODS MAY VARY BY SYSTEM OR LOCATION.

ROOFING TO MEET SOLAR REFLECTIVITY INDEX TO MEET ASHRAE 90.1 AND

ENERGY STAR REQUIREMENTS, MINIMUM SRI 82.

SE

E

N O

TE

A

SCALE: 3"=1'-0"

PENETRATION FIRESTOPPING DETAILSD1

SCALE: 3"=1'-0"

ROOFING SYSTEM DETAILC9

SCALE: 1 1/2"=1'-0"

ROOF CURB DETAILE9

SCALE: 3"=1'-0"

MECH EQUIPMENT RESTRAINT DETAILB9

SCALE: 1 1/2"=1'-0"

EXTERIOR WALL PENETRATION DETAILF9

SCALE: 3"=1'-0"

TYP BACK BOX FIRE PUTTY DETAILE1

SEAL ALL AROUND WITH

RESILIENT NON-HARDENING

SEALER-TYP

1/2" TO 5/8" ANNULAR

SPACE-PACK SPACE WITH

FIBERGLASS MATERIAL

FILL OPENING WITH GROUT OR

SEALANT DEPENDING UPON

BUILDING MATERIALS PENETRATED

PIPE SLEEVE OR SHEET METAL SLEEVE

CAREFULLY CUT AND REMOVE

PORTION OF EXISTING

ROOFING AS NECESSARY

OPTIONAL METAL FRAMING

FOR HEIGHTS AND WIDTHS

GREATER THAN

FIRE-TREATED BLOCKING

CAN PROVIDE

REPLACE ROOF INSULATION

WHERE REMOVED FOR

INSTALLATION OF CURB

SECURE FIRE-TREATED NAILER

TO FIRE-TREATED BLOCKING

SECURED TO ROOF DECK

EXISTING SINGLE PLY

ROOFING SYSTEM

SEAL ALL SEAMS PER MANUFACTURER

SECURE LEVELED ROOF CURB TO FIRE

TREATED NAILER SECURED TO ROOF DECK

SEAL ALL FASTENERS THROUGH

CAP, SEAL CAP TO CURB

SEISMIC RESTRAINT FOR ROOF

EQUIPMENT

LAP EQUIPMENT PAD AND HORIZONTAL

UNDERLAYMENT MEMBRANE LAYER

OVER CURB FLASHING

LAP VERTICAL CURB FLASHING

MEMBRANE LAYER OVER EXISTING

ROOFING AT ROOF PENETRATION

OVERLAP HORIZONTAL MEMBRANE

LAYER AT BOTTOM OF ROOF CURB

FLASHING

VERIFY COMPOSITION OF EXISTING

ROOF ASSEMBLY, EXISTING

STRUCTURE TO REMAIN

NEW RIGID INSULATION, 3" MINIMUM

APPLY MASTIC OVER INSULATION

FASTENERS

COVER BOARD

CONTINUOUS WEATHER BARRIER

UNDERLAYMENT, WHERE OCCURS

SINGLE PLY ROOFING MEMBRANE

FASTENED OR ADHERED PER

MANUFACTURER

SINGLE PLY FLASHING MEMBRANE

FASTENED OR ADHERED PER

MANUFACTURER

CUT EXISTING ROOFING WHERE

NECESSARY FOR INSTALLATION OF

NEW SYSTEMS

PROVIDE 6" OF OVERLAPPING

MEMBRANE OVER FLASHING

SINGLE PLY ROOFING SYSTEM

FLOOR OR ROOF

RESILIENT PAD DESIGNED FOR 1/4"

MAX. STATIC DEFLECTION

STAINLESS STEEL BONDED PLATE

EQUIPMENT BASE

ANCHOR BOLT OR EXPANSION

ANCHOR

NEOPRENE WASHER AND SLEEVE

MAX. 4" NOMINAL STEEL PIPE SCHEDULE 10 OR GREATER

(MAX. 4" DIAMETER COPPER PIPE)

3/4" FLEXIBLE FOAM PIPE INSULATION

MIN. 1/2" DEPTH INTUMESCENT FIRESTOP SEALANT

(REQUIRED BOTH SIDES OF WALL ASSEMBLY)

MIN. 2 1/2" CONCRETE FLOOR

(MIN. 3" CONCRETE WALL

MIN. 2" MINERAL WOOL TIGHTLY PACKED

MIN. 1/2" FIRESTOP SEALANT BEAD AT ALL

POINTS OF CONTACT

MIN. 4 1/2" CONCRETE FLOOR

(MIN. 5" CONCRETE WALL

MIN. 4" MINERAL WOOL TIGHTLY PACKED

(ANNULAR SPACE = MIN. 11/16" MAX. 3 1/16")

UL C-AJ-5048

INSULATED PIPE PENETRATION THRU SLAB

NOTE:

1. 2HR FIRE-RATING FLOOR SHOWN

2. MAX. DIAMETER OF OPENING = 8"

UL W-L-5028

NOTE:

1. 2 HR FIRE-RATING SHOWN

2. MAX. DIAMETER OF

OPENING = 7 1/2"

INSULATED PIPE PENETRATION THRU PARTITION

MAX. 4" NOMINAL STEEL PIPE

SCHEDULE 40 OR GREATER

(MAX. 2" DIAMETER COPPER

PIPE OR TUBING)

MIN. 1/2" FIRESTOP SEALANT

BEAD AT ALL JOINTS OF CONTACT

GYPSUM WALL ASSEMBLY, FIRE-

RATING AS SCHEDULED

UL C-AJ-5198

NOTE:

1. 2HR FIRE-RATED CONCRETE

FLOOR SHOWN

2. MAX. DIAMETER OF OPENING = 7"

PIPE PENETRATION THRU SLAB

MAX. 2" STEEL PIPE SCHEDULE,

40 OR GREATER

MAX. 1" GLASS FIBER PIPE

INSULATION

MIN. 1/2" DEPTH INTUMESCENT FIRESTOP SEALANT

(REQUIRED BOTH SIDES OF WALL)

@ ALL POINTS OF CONTACT

METAL STUD FRAMING ALL

SIDES OF OPENING

MIN. 5/8" DEPTH INTUMESCENT

FIRESTOP SEALANT

3/4" FLEXIBLE FOAM PIPE

INSULATION

UL C-AJ-1149

MIN. 3" MINERAL WOOL TIGHTLY PACKED

(MAX. 12" DIAMETER OPENING)

NOTE:

1. 2HR FIRE-RATED CONCRETE FLOOR SHOWN

2. MAX. DIAMETER OF OPENING = 12"

3. PIPE OPTION

CAST IRON 10"

COPPER PIPE OR TUBING 4"

MIN. 1/2" FIRESTOP SEALANT BEAD AT ALL

POINTS OF CONTACT (BOTH SIDES OF WALL

ASSEMBLY)

MAX. DIA. PIPE OPTIONS

STEEL CONDUIT

EMT

MAX. DIA.

4" 4"

MAX. 10" DIA. NOMINAL STEEL PIPE

SCHEDULE 10 OR GREATER (SEE NOTE

3 FOR OTHER OPTIONS)

MIN. 1/2" DEPTH INTUMESCENT

FIRESTOP SEALANT

MIN. 4 1/2" CONCRETE FLOOR OR

UL CONCRETE BLOCK WALL

NOTE, ROOF DETAIL LOCATION:

ROOF DETAILS ARE FOR BUILDING 1017 WHERE

THERE ARE 2 MECHANICAL UNITS LOCATED ON THE

ROOF. SEE 1017.M-103 FOR UNIT LOCATION.

SCALE: 3"=1'-0"

BACK TO BACK BOX FIRE PUTTY DETAILE3

SPRAY-APPLIED

FIRE-RESISTIVE

MATERIAL

(SFRM)

CUT ONE LAYER GWB TO

FOLLOW PROFILE OF DECKING.

SEAL CONTINUOUSLY WITH

ACOUSTICAL SEALANT.

ACOUSTICAL SEALANT

SLOTTED TOP

TRACK

STUD

SAB

GWB

CONCRETE SLAB METAL DECK

(PERPENDICULAR TO FLUTES)

METAL DECK

(PARALLEL TO FLUTES)

DETAIL 1B - "SMOKE PARTITIONS AND SOUND-CONTROL WALLS"- ADDITIONAL NOTES:

1. UPGRADE TO DETAIL "1A" WHERE WALL IS DESIGNATED WITH A FIRE-RESISTANCE RATING.

2. FILL VOIDS WITH SOUND ATTENUATION BATTS (SAB).

3. SOUND WALLS AND SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB BE CUT TO FOLLOW UNDULATING SURFACES OF SUPERSTRUCTURES INCLUDING BUT NOT LIMITED TO FLUTES METAL DECKING. JOINT GWB TO SUPERSTRUCTURE WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT.

4. BUILDING CODE REQUIRES THAT "SMOKE PARTITIONS" BE SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY "….LIMIT THE PASSAGE OF SMOKE….".

FILL FLUTE VOID W/

SAB

GWB SOUND AND

SMOKE CLOSURE

STRIP SECURE TO

STRUCTURE AND SEAL

WITH ACOUSTICAL

SEALANT

1" 1" 2"x20 GA

STRAPS @ 16"

O.C.

ACOUSTICAL SEALANT

(BOTH SIDES)

SLOTTED TOP

TRACK

STUD

SAB

GWB

STEEL BEAM

20 GA Z-BARS

TO

ACCOMMODATE

SFRM

ACOUSTICAL

SEALANT (BOTH

SIDES)

5/ 8"

5/ 8"

5/ 8" 5/ 8"

FLOOR AND ROOF STRUCTURES VARY BY BUILDING.

CONTRACTOR TO VERIFY ALL FLOOR AND ROOF STRUCTURES.

SCALE: 3"=1'-0"

HEAD-OF-WALL CONDITIONS - STUD WALLS - 1 HR FIRE RATED WALLSF1

UL W-L-7042

UL W-L-7143

1 1

DOOR SCHEDULE (SEE ARCH SHEETS FOR LOCATIONS)

BLDG - DOOR # ROOM NAME

A

T" X W" X H"ELEV

DOOR

GR.

HDWR

2" X 3' X 7'

RTG.

FIREGLASS

43H-G50 EX FINISH HEIGHTWESTWESTEASTEAST

WALLS

SOUTHSOUTHFLOOR NORTHNORTH

ROOM FINISH SCHEDULE (SEE ARCH SHEETS FOR LOCATIONS)

LEGEND:

S -SEALED CONCRETE

VT -STATIC DISSIPATIVE VINYL TILE

4V -4" VINYL BASE

PP -PAINTED PLYWOOD

P -PAINTED GYPSUM BOARD

VT OPEN V

BASE

4V

CEILING

P/PP

MAT ELEV

FRAME

MAT HEAD JAMB THLD

DOOR / FRAME TYPES

DOOR AND WINDOW GENERAL NOTES LEGEND

1. CENTER DOOR PULL HARDWARE AT 36" A.F.F., ALL DOORS

TYPICAL.

2. ALL HARDWARE FASTENERS & SCREWS TO MATCH FINISH

OF HARDWARE ITEM. TYPICAL ALL ITEMS.

3. CONTRACTOR TO FIELD MEASURE ALL OPENINGS PRIOR TO

FABRICATION.

DOOR HARDWARE GROUPS

SEE SPECIFICATIONS SECTION 08 71 00 FOR DOOR HARDWARE

GROUPS AND REQUIREMENTS

AL - ALUMINUM

HM - HOLLOW METAL

ELEV - ELEVATION

THLD - THRESHOLD

HDWR - HARDWARE

RTG - RATING

TR ROOM

B

WELDED STEEL HM FRAME

HOLLOW METAL DOORS

-FLUSH

GALVANIZED

2" THICK INSULATED

SIZE

P/PP P/PP P/PPTR ROOM

TR ROOM

2" X 3' X 8' HW-SH-3D81H-133-B A WD A HM 45M

F1 F3 -

NOTES

CAN'T BE ENLARGED TO 8' DUE TO CMU WALLEX EX EX -- EX EX

2" X 3' X 8'152-101 A WD A HM 45M- F1 F3 -

TR ROOM 2" X 3' X 8'237-D131 A WD A HM 45M- F1 F3 -- -

TR ROOM 2" X 3' X 8'237-M119 A WD A HM 45M- F1 F3 -- -- -

TR ROOM 2" X 3' X 8'1007-1125 A WD A HM 45M- F1 F3 -

TR ROOM 2" X 3' X 8'1007-2163 A WD A HM 45M- F1 F3 -

2" X 3' X 7' CAN'T BE ENLARGED TO 8' DUE TO LOW CORRIDOR CEILING1017-2123 TR ROOM A WD A HM 45M- F1 F3 -

REPLACE DOOR & FRAME TO REVERSE SWING

2" X 3' X 7'1017-3036 EXTR ROOM - - CAN'T BE ENLARGED TO 8' DUE TO LOW CORRIDOR CEILINGEX EX EX -- EX EX

TR ROOM 2" X 3' X 8'1523-1030 A WD A HM 45M- F1 F3 -

2" X 3' X 7'1523-1064 EXTR ROOM - - CAN'T BE ENLARGED TO 8' DUE TO CMU WALLEX EX EX -- EX EX

BLDG - ROOM # ROOM NAME

43H-G20 TR ROOM

TR ROOM

TR ROOM

81H-133-B 152-101

TR ROOM237-D131

TR ROOM237-M119

TR ROOM1007-1125

TR ROOM1007-2163

1017-2123 TR ROOM

1017-3036 TR ROOM

TR ROOM1523-1030

1523-1064 TR ROOM

VT OPEN V4V P/PP P/PP P/PP P/PP

VT OPEN V4V P/PP P/PP P/PP P/PP

VT OPEN V4V P/PP P/PP P/PP P/PP

VT OPEN V4V P/PP P/PP P/PP P/PP

VT OPEN V4V P/PP P/PP P/PP P/PP

VT OPEN V4V P/PP P/PP P/PP P/PP

VT OPEN V4V P/PP P/PP P/PP P/PP

VT OPEN V4V P/PP P/PP P/PP P/PP

VT OPEN V4V P/PP P/PP P/PP P/PP

VT OPEN V4V P/PP P/PP P/PP P/PP

CONTRACTOR TO PREP WOOD DOOR AND FRAME FOR:

1. SARGENT 8200 ELECTROMECHANICAL MORTISE LOCK SET 71

ELECTRICAL (FAIL SAFE).

2. PROVIDE 34" ACCESS WITHIN DOOR FROM LOCKSET TO HINGE SIDE

OF DOOR

3. MC-7 HIGH SECURITY MAGNETIC DOOR SECURITY SWITCH.

4. COORDINATE EXACT LOCKSET AND SWITCH WITH THE PHYSICAL

SECURITY CONTRACTOR HIRED BY THE VA.

5. CONTRACTOR IS TO PROVIDE TEMPORARY MORTISE LOCK DURING

CONSTRUCTION OR COORDINATE INSTALLATION OF ACTUAL

LOCKSETS WITH THE VA.

HW-SH-3D

HW-SH-3D

HW-SH-3D

HW-SH-3D

HW-SH-3D

HW-SH-3D

HW-SH-3D

16 GA JAMB STUD

EXTEND WEB OF BOX STUDS

OVER JAMB STUD & ATTACH

w/ (3) #10 SMS @ 6" HEADERS

AND (2) #10 SMS @ 4" HEADERS

ATTACH TRACK TO HEADER w/

#10 SMS @ 12" OC, ALTERNATE

SIDES

DBL STUD BOX HEADER:

4"x20 GA @ OPNGS TO 6'-4" WIDE 6"x20 GA @ OPNGS TO 8'-4" WIDE

6"X16 GA @ OPNGS TO 12'-0" WIDE

EXTEND WEB & ATTACH TO JAMB

STUD BEYOND

SEE ELEVATION BELOW FOR

HEADER ATTACHMENT TO JAMB

STUD

ATTACH RUNNER TRACK TO STUD

BOXED HDR w/ #10 SMS @ 12" OC

TYP EACH FLANGE

TRACK

TRACK

OPENINGS FROM 3'-5" TO 12'-0" WIDE

ELEVATION

DBL STUD

NEW OR EXISTING WALL.

WALL TYPES VARY

CONT WALL CHANNEL WITH #6

SCREW SECURED TO EACH STUD

HEAVY-DUTY GWB MAIN RUNNER @

4'-0" O.C. AND HEAVY-DUTY GYP BD

CROSS 'T' @ 2'-0" O.C. - FASTEN TO

WALL CHANNEL WITH

" POP RIVETS

DRYWALL ATTACHMENT CLIP PER

MFR

" GYP BD

4 LENGTH OF

RUNNER (8" MAX)

SUSPENSION WIRE

SEE RCP FOR

CEILING HEIGHT

DOUBLE STUDS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

ADDENDUM

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

07/14/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

ADDENDUM

VCI Project Management Construction Management Engineering

ADDENDUM 1 07/14/2023

C O

L

O

R

A

D

O

L

I

C

E

N

S

E

D

A

R

C

H

I T

E

C

T

S E A

N

M

F

IT

Z

P

A

T

R

I C K

3/8/23

A-601

DOOR SCHEDULE, DETAILS AND

FINISH SCHEDULE

SFTM

ALL

SCALE: 3"=1'-0"

JAMB DETAIL

F1

SCALE: 3"=1'-0"

HEAD DETAIL

F2

SCALE: 3"=1'-0"

DOOR FRAMING DETAIL

F4

HM FRAME

GENERAL FINISH NOTES:

1. REFER TO SPECIFICATIONS FOR ADDITIONAL MATERIAL AND

INSTALLATION REQUIREMENTS.

2. REFER TO SHEET FINISH LEGEND AND ROOM FINISH

SCHEDULE.

3. REFER TO ARCHITECTURAL PLANS TO REFERENCE WALL TYPES.

4. PROVIDE MATERIALS FROM SAME PRODUCTION RUN FOR CONSISTENCY

TRANSITION NOTES:

1. INSTALL TRANSITIONS AT ALL DISSIMILAR FLOOR MATERIALS.

2. FOR ALL FLOOR FINISH AND PATTERN TRANSITIONS THAT OCCUR AT

DOORWAYS, TRANSITION MATERIALS AT CENTERLINE OF DOOR

WHEN DOOR PANEL IS IN THE CLOSED POSITION.

PAINTING NOTES:

1. ALL ADHESIVES AND PAINT TO BE LOW VOC/ODOR.

2. UNLESS OTHERWISE INDICATED, DO NOT PAINT FACTORY-

FINISHED ITEMS OR INSTALLER FINISHED ITEMS.

3. COORDINATE APPLICATIONS OF PAINTS AND ADHESIVES WITH COR.

4. PROVIDE SEALED ENVIRONMENT DURING HVAC FLUSH OUT PERIOD TO

ENSURE ODORS DO NOT TRANSMIT TO ADJACENT SPACES.

CODE NOTES:

1. ALL INTERIOR FINISHES SHALL HAVE FLAME SPREAD IN COMPLIANCE

WITH IBC 2009 TABLE 803.9

INSTALLATION NOTES:

1. ALL FLOOR TILE TO BE CENTERED IN ROOM UNO.

1/2" 9" 1/2"

RED SYMBOL AND

BLACK TEXT

9"X9" MAGNETICALLY

REMOVABLE SIGN

(ONE-PIECE)

5-3/16" X 9" CLEAR

ACETATE INSERT W/

COPY

QUARTER-ROUND

SILVER FRAME

PARTITION AS SCHEDULED

C CENTER LINE OF DOOR

TELECOM ROOM SIDE

L

CORRIDOR SIDE

ADJACENT SPACE

TELECOM

ROOM SIDE

INSTALL 3/4" PLYWOOD TO

8'AFF, MOUNT BOTTOM OF

PLYWOOD 12" AFF PROVIDE

3 ROWS OF HORIZ BACKING

TO SCREW PLYWOOD TO.

DOOR FRAME BEYOND CENTER LINE OF

FLOOR FINISH

CHANGE OR SEAM

TRANSITION STRIP

(TR-1) OR EQUAL,

REFER TO SCHEDULE

FOR INFORMATION

DOOR AS SCHEDULED

EXISTING FLOORING

NEW FLOORING

TOP OF SLAB

TOP OF SLAB

RESILIENT BASE AS

SCHEDULED, EACH

SIDE OF NEW WALL

EXISTING FLOORING

TO REMAIN, EXISTING

ROOM SIDE

NEW FLOORING

SCALE: 6"=1'-0"

TRANSITION TO EXISTING FLOORING

C9

SCALE: 6"=1'-0"

RESILIENT BASE DETAIL

E9

SCALE: NTS

EXAMPLE OF EXISTING SIGNAGE

D6

SCALE: 3"=1'-0"

DO NOT ENTER SIGN DETAIL

E6

GENERAL INTERIOR NOTES

BUILDINGS

81H

BUILDINGS

43H

BUILDINGS

A-301

F1

AT FIRE RATED

PARTITIONS

STRUCTURAL DECK VARIES BY BUILDING.

CONTRACTOR TO VERIFY ALL FLOOR AND ROOF

ASSEMBLIES

SOUND ATTENUATION

BATTS (SAB) PER

SCHEDULE.

CEILING LINE

5/8" GWB BOTH SIDES

A/C GRADE, 3/4" FIRE-

TREATED PLYWOOD TO 8'-0"

ABOVE FINISHED FLOOR

METAL STUDS, SIZE

PER SCHEDULE

BOTTOM OF PLYWOOD TO

BE AT 12" AFF

ACOUSTICAL OR RATED

SEALANT BOTH SIDES

FLOOR LINE

PROVIDE 3 ROWS OF HORIZ BACKING

TO SCREW PLYWOOD TO.

SCALE: 1 1/2"=1'-0"

TYP NEW WALL TYPE

E1

REPLACE SLIDE IN

ROOM NAME TO MATCH

EXISTING - TYPICAL ALL

ROOMS

REPLACE SLIDE IN

ROOM NAME TO MATCH

EXISTING - TYPICAL ALL

ROOMS

REPLACE SLIDE IN

ROOM NAME TO MATCH

EXISTING - TYPICAL ALL

ROOMS

CONTRACTOR TO

PROVIDE 1 NEW SIGN

FOR B81-H, TR 133-B

SCALE: 3"=1'-0"

GYPSUM BOARD CEILING

E3

UNDERSIDE OF STRUCTURE

OR INTERSTITIAL FLOOR MTL RUNNER, TYP

MTL STUD,

TYP

METAL

STUD

HEADER,

TYP.

HEIGHT SHALL

VARY

HM DOOR

FRAME, TYP

JAMB

ANCHOR

TYP

EXIST GWB &

MTL STUD

WALL TO

REMAIN

EXIST GWB &

MTL STUD

WALL TO

REMAIN

0' - 4" TYP

DOOR WIDTH AS

SCHEDULED

0' - 4" TYP

SCALE: 3/4"=1'-0"

DOOR FRAMING ELEVATION

F5

UL: U465 1

TO BE USED IN REPAIR AREAS WHERE

NEW WALLS ARE BUILT OR MOVED

AutoCAD SHX Text 00404366

SPD

TR 31

TR 31:2

TR 31:3

TR 31:7, 9,11

TR 31:2

TR 31:3

TR 31:2

TR 31:3TR 31:2

TR 31:3

TR 31:10, 12,14

TR 31:13, 15,17

TR 31:19, 21,23

TR 31:5

3RD FLOOR TR

OUTDOOR UNIT

2 ND FLOO R TR

OUTDOOR UNIT

1017.EP103

SSSF

3/4 INCH = 1 FOOT

4'4" 8" 1' 2'

NORTH

KEY PLAN

ELECTRICAL ENLARGED PLAN-

THIRD LEVEL POWER PLAN

F1 3TH FLOOR-ROOM 3035-NEW WORK

GENERAL NOTES

KEYED NOTES

TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CD (100%) SUBMITTAL

(ISSUED FOR BID AND

CONSTRUCTION)

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A. LOVELL FHCC

EAST CAMPUS - NORTH CHICAGO

North Chicago, IL

556-21-700

Project Director

03/08/2023Revisions: Date:

Name: David Simon Department of Veterans Affairs

Phone: 224.610.3561 Email: david.simon@va.gov

CD (100%) SUBMITTAL

VCI Project Management Construction Management Engineering

F4 ROOF LEVEL-NEW WORK

1. NEW 5KW RACK-MOUNTED 208 V UNINTERRUPTIBLE POWER SUPPLY (UPS) WITH

NEMA L21-20P INPUT AND L21-20R OUTPUT.

2. PROVIDE NEW BRANCH 20A 120/208 CIRCUIT FOR EACH RACK. PROVIDE NEW

CONDUIT, CONDUCTORS AND DEVICES TO SUPPLY EACH NEW L21-20R

RECEPTACLE. PROVIDE 3/4"C - 4#10 1#10 GND.

3. NEW POWER RECEPTACLE, SEE PANEL SCHEDULE ON SHEET E-701 FOR

ADDITIONAL INFORMATION.

4. PROVIDE SPD DEVICE IN SURFACE MOUNTED ENCLOSURE BELOW NEW

PANEL.SEE PANEL SCHEDULE ON SHEET E-701 FOR ADDITIONAL INFORMATION.

5. PROVIDE TWO (2) 208V 20A VERTICAL RACK POWER DISTRIBUTION UNITS.

6. PROVIDE 30A/2P NON-FUSED DISCONNECT.

7. PROVIDE 2 #8 + #10GND 3/4" IMC.

8. CONDENSATION PUMP. COORDINATE ELEVATION OF POWER OUTLET WITH MOUNTING

HEIGHT OF CONDENSATE PUMP.

9. PROVIDE LIGHTNING PROTECTION FOR THE OUTDOOR UNIT AND CONNECT TO THE

EXISTING CIRCUIT PER NFPA 780. SEE LIGHTNING PROTECTION SPECS.

FULLY SPRINKLERED

CU-02

CU-02

1. REFER TO EG001 FOR LEGENDS AND ABBREVIATIONS.

2. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT, DUCTWORK AND PIPING

WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS AND SHALL

PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

REQUIRED EQUIPMENT ACCESS AND SERVICEABILITY.

3. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. CONSTRUCTION AREA CONDITIONS MAY DIFFER FROM

THOSE INDICATED.

4. MINIMUM BRANCH CIRCUIT SIZE SHALL BE 2#12, 1#12G., 3/4"C.

5. CONTRACTOR SHALL COORDINATE FINAL POINT OF CONNECTIONS

WITH VA COR PRIOR TO ROUGH-IN.

6. COORDINATE FINAL EQUIPMENT CONNECTIONS AT EQUIPMENT WITH

EQUIPMENT SUPPLIER, PRIOR TO ROUGH-IN.

7. LABEL DEVICE PLATES WITH A PERMANENT ADHESIVE LABEL LISTING

PANEL AND CIRCUIT FEEDING THE WIRING DEVICE.

8. UPDATE PANEL SCHEDULES AFFECTED BY RENOVATION.

9. NEW CIRCUIT BREAKERS PROVIDED SHALL MATCH THE EXISTING TYPE

OF CIRCUIT BREAKERS IN PANEL BEING RENOVATED.

10. CONTRACTOR SHALL COMPLY WITH LATEST VERSION OF NEC.

11. LOCATE DISCONNECT SWITCHES TO MAINTAIN WORKING

CLEARANCES PER NEC 110.26.

12. FOR EXISTING EQUIPMENT, SUCH AS WIRING DEVICES, CONDUITS, ETC.,

SHOWN ON PLANS TO BE REMOVED, COMPLETELY CUT/CAP CONDUITS AT

THE AREA OF WORK PERIMETER AND REMOVE CONDUIT WITHIN THE WORK AREA,

DISCONNECT WIRING AT THE OVERCURRENT PROTECTIVE DEVICE AND REMOVE

WIRING COMPLETELY FROM THE ABANDONED CONDUITS BACK TO JUNCTION

BOX OR PANEL

13. DISCONNECT ALL ABANDONED WIRING OF ALL TYPES AT THE OVERCURRENT

PROTECTIVE DEVICE. COMPLETELY REMOVE ALL ABANDONED WIRING.

14. MAINTAIN AND RESTORE, IF INTERRUPTED, ALL CONDUITS AND CONDUCTORS

PASSING THROUGH RENOVATED AREAS AND SERVICING UNDISTURBED AREAS.

15. PROVIDE GROUNDING PER NEC ARTICLE 250.

3/8/2023

RD

ADDENDUM

07/14/2023

T

EXISTING AHU

EXISTING EF

1017.M-103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

A

CD (100%) SUBMITTAL

(ISSUED FOR BID AND

CONSTRUCTION)

FULLY SPRINKLERED

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

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

57 LOUIS PRIMA DR., SUITE B, COVINGTON, LA 70433

504.676.8337; John Vollman

EHRM INFRASTRUCTURE UPGRADES

CAPTAIN JAMES A.

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