RFP 47PF0023R0023 - Drawings.pdf

SHEET INDEX

PREPARED FOR:

NORTH

KEY MAP

DATE: 10/28/2020

PROJECT NO: 47PF0020F0874

BUILDING NO: IN0300

BED PROJECT NO: 17005-020019-00-0000

PROJECT ADDRESSES: 204 S. MAN ST

SOUTH BEND, IN

GENERAL NOTES

G000 COVER SHEET

G001 LOCATION MAP

G002 ADA ACCESSIBILITY AND CODE STANDARDS

G003 CODE SHEET

A100 US. DISTRICT COURT CLERK'S OFFICE RECEPTION DESK - DEMO & NEW WORK FLOOR PLANS

A101 US. DISTRICT COURT CLERK'S OFFICE RECEPTION DESK - DEMO & NEW WORK RCP

A112 ENTRY TURNSTILE - DEMO & NEW WORK FLOOR PLANS

A300 INTERIOR ELEVATIONS

A600 SECTIONS AND DETAILS

FP130 FIRE PROTECTION FLOOR PLANS

M000 MECHANICAL STANDARDS

M130 MECHANICAL FLOOR PLANS

E000 ELECTRICAL SYMBOLS & ABBREVIATIONS

E130 LIGHTING FLOOR PLANS

E131 POWER AND SYSTEM FLOOR PLANS

E132 POWER AND SYSTEM FLOOR PLANS

E200 ELECTRICAL CONDUIT ROUTE PLANS

1. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE ARCHITECTURAL

DESIGN CONCEPT, DIMENSIONS, MAJOR ELEMENTS AND MATERIALS. THESE DRAWINGS DO NOT

NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL COMPLETION OF THE PROJECT. ALL CONTRACTORS SHALL FURNISH ALL OF THOSE ITEMS AND LABOR REQUIRED FOR THE

FULL COMPLETION OF THIS PROJECT IN A FIRST CLASS WORKMANSHIP-LIKE MANNER.

2. ALL WORK IS TO BE PERFORMED FROM FINAL CONSTRUCTION DOCUMENTS ONLY AND A COPY OF THE

APPROVED FINAL SET MUST BE LOCATED ON THE SITE AT ALL TIMES. ALL CONTRACTOR'S

SUBCONTRACTORS SHALL BE GIVEN FULL SETS OF FINAL CONSTRUCTION DOCUMENTS WITH NO

SHEETS EXCLUDED.

3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HOLD PRIORITY OVER APPARENT SCALE.

DIMENSIONS ARE TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTERLINE OF ELEMENTS UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY CRITICAL DIMENSIONS WITH THE GOVERNMENT PRIOR TO

COMMENCING WORK.

4. ALL EXISTING WALLS AND PARTITIONS ARE DIMENSIONED TO THE FACE OF WALLS. ALL NEW PARTITIONS

ARE DIMENSIONED TO THE CENTERLINE OF WALL.

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2020 Bailey Edward Design Design Firm License No. 184-001962

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

AM SHEET SIZE: 24 X 36

DATE: 09.24.20

SHEET OF

B U

I L D

I N

G P

J C

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D R

A W

I N

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SH

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD 10.28.2022

GENERAL SERVICES ADMINISTRATION

REGION 5 CHICAGO, IL

ROBERT GRANT FEDERAL BLDG

& U.S. COURTHOUSE,

204 S. MAIN ST, SOUTH BEND, IN

46601-2122

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG.

& US. COURTHOUSE

204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD / OCTOBER 28, 2022

USBC TRANSACTION WINDOWS

CHICAGO, IL 60604

230 S. DEARBORN STREET

PBS SOUTHER SERVICE CENTER OPERATIONS DIVISION

CHICAGO, IL 60601

35 EAST WACKER DR. SUITE 2800

BAILEY EDWARD ARCHITECTS

ARCHITECT

GOVERNMENT TEAM

ROBIN WHITEHURST, PROJECT PRINCIPAL

SUSAN HICKEY, PROJECT ARCHITECT

CARY KUBIAK, PROJECT MANAGER & CONTRACTING OFFICER'S REPRESENTATIVE

ANEESAH MUHAMMAD, CONTRACTING OFFICER

JIM MORRISON, PROPERTY MANAGER

KENT LOCKE, PROJECT ENGINEER

PBS SOUTHERN SERVICE CENTER OPERATIONS DIVISION

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2020 Bailey Edward Design Design Firm License No. 184-001962

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

AM SHEET SIZE: 24 X 36

DATE: 09.24.20

SHEET OF

B U

I L D

I N

G P

J C

T

D R

A W

I N

G

SH

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD 10.28.2022

GENERAL SERVICES ADMINISTRATION

REGION 5 CHICAGO, IL

ROBERT GRANT FEDERAL BLDG

& U.S. COURTHOUSE,

204 S. MAIN ST, SOUTH BEND, IN 46601-2122

(IN0096ZZ)

NORTH

VICINITY MAP

LOCATION MAP

· US. DISTRICT COURT CLERK'S OFFICE RECEPTION DESK

· ENTRY TURNSTILE REPLACEMENT

PROPERTY MANAGER:

· JIM MORRISON

204 S. MAIN ST,

SOUTH BEND, IN 46601-2122

CHAPTER 3: BUILDING BLOCKS

30 min

48 min m i n m i n

(a) forward

(b) parallel m in

24 min m in

36 min

12 min

12 min

60 min base ar m ar m

304 TURNING SPACE

304.3.1 CIRCULAR SPACE. THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES (1525 MM) DIAMETER MINIMUM.

THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306.

304.3.2 T-SHAPED SPACE. THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH (1525 MM) SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES (915 MM) WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES (305 MM) MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES (610 MM) MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE

CLEARANCE COMPLYING WITH 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM.

FIGURE 304.3.2 T-SHAPED TURNING SPACE

FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE

10 max m ax m in

10 max m ax m ax m ax

5 46 m ax

> 10-24 max 255-610

(a) (b)

308.3 SIDE REACH.

308.3.1 UNOBSTRUCTED. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES (1220 MM) MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES (380 MM) MINIMUM ABOVE THE FINISH FLOOR OR

308.3.2 OBSTRUCTED HIGH REACH. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES (865 MM) MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES (610 MM) MAXIMUM.

THE HIGH SIDE REACH SHALL BE 48 INCHES (1220 MM) MAXIMUM FOR A REACH DEPTH OF 10 INCHES (255 MM) MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10 INCHES (255 MM), THE HIGH SIDE REACH SHALL BE 46 INCHES

(1170 MM) MAXIMUM FOR A REACH DEPTH OF 24 INCHES (610 MM) MAXIMUM.

FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH

CHAPTER 9: BUILT-IN ELEMENTS

904.3.3 SALES AND SERVICE COUNTERS.

SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY WITH 904.4.1 OR 904.4.2.

THE ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE

EXCEPTION: IN ALTERATIONS, WHEN THE PROVISION OF A COUNTER COMPLYING WITH 904.4 WOULD RESULT IN A REDUCTION OF THE NUMBER OF EXISTING COUNTERS AT WORK STATIONS OR A REDUCTION OF THE NUMBER OF EXISTING MAIL BOXES, THE COIUNTER SHALL BE PERMITTED TO HAVE A PORTION WHICH IS 24 INCHES (610 MM) LONG MINIMUM COMPLYING WITH 904.4.1 PROVIDED THAT THE REQUIRED CLEAR FLOOR OR GROUND SPACE IS

CENTERED ON THE ACCESSIBLE LENGTH OF THE COUNTER.

COUNTER TOP.

48 min m i n

24 min

COUNTER

PLAN

CL

904.4.1 PARALLEL APPROACH.

A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES (915 MM) LONG MINIMUM AND 36 INCHES (915 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR SHALL BE PROVIDED. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 305 SHALL BE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO THE 36 INCH (915 MM) MINIMUM LENGTH OF

COUNTER.

EXCEPTION: WHERE THE PROVIDED COUNTER SURFACE IS LESS THAN 36 INCHES (915 MM) LONG, THE ENTIRE

COUNTER SURFACE SHALL BE 36 INCHES (915 MM) HIGH MAXIMUM ABOVE THE FINISH FLOOR.

GROUND.

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2020 Bailey Edward Design Design Firm License No. 184-001962

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

AM SHEET SIZE: 24 X 36

DATE: 09.24.20

SHEET OF

B U

I L D

I N

G P

J C

T

D R

A W

I N

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SH

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD 10.28.2022

GENERAL SERVICES ADMINISTRATION

REGION 5 CHICAGO, IL

ADA ACCESSIBILITY STANDARDS

NTS

US. DISTRICT COURT

CLERK'S OFFICE

EXIT: CLEAR WIDTH = 3'-0"

EXIT CAPACITY = 180 OCCUPANTS

ACTUAL = 12 OCCUPANTS

TR

AV

EL

D

IS

TA

NC

E:

-F

EE

T

0-

FE

ET

NOTE: NO RAMP IN BUILDING.

WHEELCHAIR LIFT AVAILABLE AT NORTH WEST MAIN

ENTRANCE.

A SECOND WHEELCHAIR LIFT IS LOCATED AT THE NORTH

STEPS BETWEEN THE UPPER AND LOWER SECOND FLOORS

AC

CE

SS

IB

LE

T

RA

VE

L D

IS

TA

NC

E:

AP

PR

OX

. 7 0 F

EE

T

0-

FE

ET

EXIT: CLEAR WIDTH = 3'-0"

EXIT CAPACITY = 180 OCCUPANTS

ACTUAL = 12 OCCUPANTS

TOTAL = 23 OCCUPANTS

AREA N.I.C. PROJECT AREA

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2020 Bailey Edward Design Design Firm License No. 184-001962

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

AM SHEET SIZE: 24 X 36

DATE: 09.24.20

SHEET OF

B U

I L D

I N

G P

J C

T

D R

A W

I N

G

SH

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD 10.28.2022

GENERAL SERVICES ADMINISTRATION

REGION 5 CHICAGO, IL

1. EXISTING LIFE SAFETY INFORMATION SHOWN IS

FROM LIFE SAFETY DRAWINGS PROVIDED BY THE

OWNER. ALL CONTRACTORS SHALL REVIEW ANY

POSSIBLE RECENT REVISIONS TO THE OWNERS

LIFE SAFETY CRITERIA AND FIELD VERIFY

CONDITIONS OF RATINGS INDICATED PRIOR TO

COMMENCING THE WORK.

LIFE SAFETY GENERAL NOTES:

CODE PLAN LEGEND:

LINE OF TRAVEL FROM REMOTE

LOCATION TO EXIT

(NOT TO EXCEED 300-FT)

LINE OF ACCESSIBLE ROUTE

(NOT TO EXCEED 100-FT)

VERTICAL EGRESS

ROBERT GRANT FEDERAL BUILDING AND U.S. COURTHOUSE

204 SMAIN STREET. SOUTH BEND, IN 46601-2122

SCALE: 3/32"=1'-0" SCALE: 3/32" = 1'-0"

0 8' 16'

NORTHNORTH

1ST FLOOR N.T.S.

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST, SOUTH

BEND, IN 46601-2122

KEYPLAN

NFPA 101 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

BUSINESS AREAS 150 GROSS

ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 GROSS

US. DISTRICT COURT CLERK'S OFFICE

BUSINESS USE = 3,440 SQFT % 150 GROSS = 23

STORAGE USE = 124 SQFT % 300 GROSS = 0.41

US. DISTRICT COURT CLERK'S OFFICE: 2 MAIN EXIT PATHS / 1 EXIT PATHS

US. DISTRICT COURT CLERK'S OFFICE RECEPTION (NEW ENCLOSED SPACE):

1 MAIN EXIT / 1 EXIT PATH

CODE ANALYSIS:

NATIONAL FIRE PROTECTION ASSOCIATION: GROUP

BUSINESS (B)

STORAGE (S)

OCCUPANCY GROUP (B)

MAXIMUM OCCUPANCY LOAD WITH (1) EXIT = 50

MINIMUM NO. OF OCCUPANTS WITH (2) EXIT = 51 - 500

OCCUPANCY GROUP (S)

MAXIMUM OCCUPANCY LOAD WITH (1) EXIT = 30

MINIMUM NO. OF OCCUPANTS WITH (2) EXIT = 31 - 500

NORTHNORTH

NEW WALL

EXISTING WALL TO REMAIN

EXISTING DOOR AND FRAME TO REMAIN

EXISTING EQUIPMENT

AREA N.I.C.

WINDOW TAG. SEE

SCHEDULE, SHEET A900

PARTITION TYPE TAG. SEE

SHEET G002

DOOR TAG. SEE

SCHEDULE, SHEET A900

ROOM #

ROOM NAME ROOM TAG. SEE

SCHEDULE, SHEET A901

NEW DOOR AND FRAME

EXISTING WALL TO REMAIN

EXISTING DOOR AND FRAME TO

REMAIN

EXISTING TO BE DEMOLISHED

AREA N.I.C.

INDICATES KEYNOTE APPLICABLE TO

ENTIRE WORK AREA

EXISTING WALL TO BE REMOVED

ROOM #

ROOM NAME ROOM TAG

EXISTING DOOR AND FRAME TO BE

DEMOLISHED

AREA N.I.C.

PROJECT AREA

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

30 X 48 ADA CLEARANCE

A300

3'- 33 4"

1'- 4"

8"

2'-

1 4"

1 2"

9'-10"

3'- 93 4"

4'-10"

8.03

8.01 6.02

11.01

6.03

10.01

6.01

6.04 6.02

8.04

A600

11.02

A1004

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

3'- 93 4"

2.09

2.02

2.01

2.14

2.14 2.13

2.16

A1003

2.21

2.02

3'- 8"

2.13 2.17

2.172.18

2'- 8"

3'- 8"

8.01 9.02

6.01 8.046.04 6.02

6.05 8.02

1ST LEVEL PARTIAL NEW WORK FLOOR PLAN

US. DISTRICT COURT CLERK'S OFFICE RECEPTION DESK

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2020 Bailey Edward Design Design Firm License No. 184-001962

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

AM SHEET SIZE: 24 X 36

DATE: 09.24.20

SHEET OF

B U

I L D

I N

G P

J C

T

D R

A W

I N

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SH

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD 10.28.2022

GENERAL SERVICES ADMINISTRATION

REGION 5 CHICAGO, IL

NORTHNORTH

1ST FLOOR N.T.S.

KEYPLAN

1ST LEVEL PARTIAL DEMO FLOOR PLAN

US. DISTRICT COURT CLERK'S OFFICE RECEPTION DESK

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

NORTH

NEW WORK PLAN GENERAL NOTES

6.01 NEW WOOD SECURITY DOOR WITH BREAK RESISTANT

TEMPERED GLAZING LIGHT AND FRAME

6.02 PROVIDE BLOCKING REINFORCEMENT UNDER

COUNTERTOP AS REQUIRED TO SUPPORT NEW

TEMPERED GLAZING WINDOW AND ALUMINUM FRAME

6.03 NEW COUNTERTOP CABLE PERFORATION AND

GROMMET

6.04 NEW ADA HEIGHT AT PLASTIC LAMINATE SERVICE

COUNTERTOP. 36” MAX HEIGHT AT COUNTERTOP

6.05 NEW GLAZING TRANSOM ABOVE NEW SECURITY DOOR

8.01 NEW BREAK RESISTANT TEMPERED GLAZING WINDOW,

FROM COUNTERTOP TO CEILING WITH ALUMINUM

FRAME AT BOTH ENDS

8.02 NEW SPEAKING PORTAL AT TRANSACTION WINDOW

8.04 NEW DOCUMENT TRAY DEPRESSED INTO PLASTIC

LAMINATE COUNTER, ADA HEIGHT, 36” MAX

9.02 NEW GYPSUM BOARD SOFFIT

10.01 NEW CARD READER AT DOOR FOR ACCESS CONTROL

11.01 COMPUTER STATION

11.02 CREDIT CARD MACHINE

KEYNOTES:

1. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR

WITH EXISTING CONDITIONS PRIOR TO COMMENCING

WORK. EXISTING CONDITIONS SHOWN ARE FROM

INFORMATION PROVIDED BY GOVERNMENT. VERIFY IN

FIELD ALL EXISTING CONDITIONS, PRIOR TO PROCEEDING

WITH THE WORK.

2. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY AND ALL

DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND

EXISTING CONDITIONS PRIOR TO PROCEEDING WITH

WORK.

3. PATCH AND PREPARE EXISTING WALLS AS NECESSARY

TO RECEIVE NEW FINISHES WHERE SCHEDULED.

4. ROOM LAYOUTS AND CONFIGURATIONS FOR AREAS

OUTSIDE OF CURRENT WORK ARE SHOWN FOR

REFERENCE ONLY.

LEGEND

2.01 PATCH AND REPAIR EXISTING WALL SURFACE TO

MATCH ADJACENT.COORDINATE WITH NEW

CONSTRUCTION.

2.02 REMOVE EXISTING WOOD DOOR AND FRAME. PATCH

ADJACENT WALL AND PREP FOR NEW DOOR.

2.09 REMOVE AND FILL EXISTING COUNTERTOP CABLE

PERFORATION. NEW PLASTIC LAMINATE TO MATCH

ADJACENT PLASTIC LAMINATE SURFACE. REMOVE

AND RELOCATE GROMMET. SEE NEW WORK FLOOR

PLAN FOR NEW GROMMET LOCATION.

2.13 MODIFY EXISTING PLASTIC LAMINATE COUNTERTOP

AND WOOD BASE CABINET AS REQUIRED PER ADA

REQUIREMENTS. REFER TO FLOOR PLAN.

2.14 MODIFY EXISTING PLASTIC LAMINATE COUNTERTOP

AND WOOD BASE CABINET AS REQUIRED FOR NEW

DOCUMENT TRAY DEPRESSED INTO COUNTER.

2.16 EXISTING COUNTERTOP AND COMPUTER STATIONS TO

REMAIN.

2.17 EXISTING PLASTIC LAMINATE COUNTERTOP AND

BELOW SHELVING TO REMAIN.

2.18 EXISTING SHELVING TO BE REMOVED.

2.21 EXISTING HISTORIC SPACES AND SURFACES

ADJACENT TO WORK AREA TO BE PROTECTED FROM

ANY DAMAGE FOR THE DURATION OF THE PROJECT.

SEE SPEC 01 35 10.

1. REMOVE AND LEGALLY DISPOSE OFF SITE THOSE ITEMS

INDICATED TO BE REMOVED. REMOVE AND DISPOSE OF

DEMOLITION DEBRIS DAILY, AFTER GOVERNMENT

OCCUPIED HOURS.

2. CONTRACTORS TO USE CARE WHEN PERFORMING WORK

ABOVE CEILINGS TO AVOID DAMAGE TO EXISTING UTILITIES

AND OTHER MATERIALS TO REMAIN.

3. ALL DEMOLITION TO BE DONE NEATLY AND WITHOUT

DAMAGE TO EXISTING CONSTRUCTION. PROTECT

CONSTRUCTION TO REMAIN. PROMPTLY REPAIR DAMAGES

CAUSED TO ADJACENT FACILITIES AT NO COST TO THE

GOVERNMENT. SEE SPECIFICATION SECTION 01 73 20

SELECTIVE DEMOLITION.

4. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND

CLOSURES AS REQUIRED TO PREVENT SPREAD OF DUST

OR FUMES.

5. THIS DRAWING IS PRIMARILY FOR ARCHITECTURAL

DEMOLITION SCOPE. REFER TO MECHANICAL, ELECTRICAL,

AND PLUMBING FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

6. ALL CONTRACTORS EXPECTED TO RECYCLE

CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND

TO SUBMIT TO GSA CERTIFICATES FOR ALL MATERIALS

DIVERTED FROM LANDFILL. CONTRACTORS ARE ALLOWED

TO BRING ADDITIONAL DUMPSTERS. ALL DEMOLITION

WASTE REMOVAL SHOULD BE COORDINATED WITH THE

PROPERTY MANAGER. SEE SPECIFICATION SECTION 01 74

19.

7. ALL CONTRACTORS ARE REQUIRED TO MAKE A SITE VISIT

TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING

BIDS.

8. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING

SPECIFIC WORK RESTRICTIONS- SEE SPECIFICATIONS

SECTION 01 14 00.

9. WHERE DEMOLITION OCCURS, REMOVE AND CAP UTILITIES

AT THEIR SOURCE UNLESS NOTED OTHERWISE.

10. PLANS ARE DIAGRAMMATIC AND PROVIDED TO SHOW

INTENT ONLY. UNLESS NOTED OTHERWISE ALL PARTITION

ASSEMBLIES INDICATED TO BE DEMOLISHED SHALL BE

DEMOLISHED COMPLETELY, INCLUDING FINISHES GYP. BD.,

METAL FRAMING, FASTENING DEVICES ETC.

11. AREA OF DEMOLITION/REMOVAL IN CORRIDOR,

CONTRACTOR SHALL REPAIR FLOORS, WALLS AND

FINISHED CEILINGS AS REQUIRED TO MATCH EXISTING AND

TO BE FLUSH AND SMOOTH WITH ADJACENT.

12. CONTRACTOR TO INSPECT ABOVE CEILING FOR

CONTINUITY OF PLENUM ENCLOSURE. NOTIFY ARCHITECT

OF ANY EXISTING DEFECTS /GAPS/ OPENINGS PRIOR TO

PROCEEDING

DEMOLITION GENERAL NOTES DEMOLITION KEYNOTES: LEGEND

NORTH

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST, SOUTH

BEND, IN 46601-2122

1ST LEVEL PARTIAL DEMO ELEVATION

US. DISTRICT COURT CLERK'S OFFICE

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

1ST LEVEL PARTIAL NEW ELEVATION

US. DISTRICT COURT CLERK'S OFFICE

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

ADA MOD. FROM EMPLOYEE SIDE ADA MOD. FROM EMPLOYEE SIDE

AREA NOT IN SCOPE OF WORK

EXISTING 2x2 LIGHT FIXTURE TO BE REMOVED;

REF. ELECTRICAL PLANS

EXISTING MECH. SUPPLY DIFFUSER TO BE

REMOVED; REF. MECHANICAL PLANS

EXISTING MECH. RETURN DIFFUSER TO BE

REMOVED; REF. MECHANICAL PLANS

INDICATES KEYNOTE APPLICABLE FOR ENTIRE

AREA

EXISTING SPRINKLER TO BE REMOVED

EXISTING FIRE ALARM TO BE REMOVED

EXISTING 2X2 ACOUSTICAL CEILING TILES AND

GRID TO REMAIN

EXISTING GYP BOARD CEILING TO BE REMOVED

EXISTING WALL TO REMAIN

EXISTING TO BE DEMOLISHED

EXISTING 2X2 ACOUSTICAL CEILING TILES AND

GRID TO BE REMOVED

EXISTING 2X2 LIGHT FIXTURE TO BE REMOVED;

REF. ELECTRICAL PLANS

EXISTING 2X4 LIGHT FIXTURE TO BE REMOVED;

REF. ELECTRICAL PLANS

EXISTING OCC SENSOR TO BE REMOVED

AREA NOT IN SCOPE OF WORK

NEW 2x2 LIGHT FIXTURE;

REF. ELECTRICAL PLANS

NEW MECH. SUPPLY DIFFUSER;

REF. MECHANICAL PLANS

NEW MECH. RETURN DIFFUSER;

REF. MECHANICAL PLANS

INDICATES KEYNOTE APPLICABLE FOR ENTIRE

AREA

NEW SPRINKLERS

NEW FIRE ALARM

NEW 2X2 ACOUSTICAL CEILING TILES AND GRID

EXISTING WALL TO REMAIN

NEW WALL

NEW 2X4 ACOUSTICAL CEILING TILES AND GRID

NEW GYP BOARD CEILING

NEW 2X2 SURFACE MOUNTED LIGHT FIXTURE;

REF. ELECTRICAL PLANS

NEW 2X4 SURFACE MOUNTED LIGHT FIXTURE;

REF. ELECTRICAL PLANS

NEW OCC SENSOR

AREA N.I.C.

PROJECT AREA

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

2.042.05

2.10

2.06

2.10

2.05

2.20

2.20

2.20

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

8'-0"

9'-0"

2'-0"

9.03

9.01 9.02

9.04

9.01

9.04

A600

2.20

2.20

2.20

1ST LEVEL PARTIAL NEW WORK RCP

US. DISTRICT COURT CLERK'S OFFICE RECEPTION DESK

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2020 Bailey Edward Design Design Firm License No. 184-001962

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

AM SHEET SIZE: 24 X 36

DATE: 09.24.20

SHEET OF

B U

I L D

I N

G P

J C

T

D R

A W

I N

G

SH

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD 10.28.2022

GENERAL SERVICES ADMINISTRATION

REGION 5 CHICAGO, IL

1ST LEVEL PARTIAL DEMO RCP

US. DISTRICT COURT CLERK'S OFFICE RECEPTION DESK

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4' 8'

RCP GENERAL NOTES KEYNOTES:

1. CONTRACTOR SHALL VISIT THE SITE AND BECOME

FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO

COMMENCING THE WORK. EXISTING CONDITIONS SHOWN

ARE FROM INFORMATION PROVIDED BY THE

GOVERNMENT. VERIFY IN FIELD ALL EXISTING

CONDITIONS, DIMENSIONS, ELEVATION HEIGHTS,

CONSTRUCTION AND BUILDING SYSTEMS PRIOR TO

PROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY

AND ALL DISCREPANCIES BETWEEN THE CONTRACT

DOCUMENTS AND EXISTING CONDITIONS PRIOR TO

PROCEEDING WITH THE WORK.

3. ROOM LAYOUTS AND CONFIGURATIONS FOR AREAS

OUTSIDE OF THE CURRENT WORK ARE SHOWN FOR

REFERENCE ONLY. EXISTING CONSTRUCTION IS BASED

UPON LIMITED SURVEYS BY THE ARCHITECT AND

INFORMATION PROVIDED BY THE GOVERNMENT. FIELD

VERIFICATION PRIOR TO COMMENCEMENT OF

CONSTRUCTION IS REQUIRED.

RCP LEGEND

2.04 EXISTING ACT CEILING TILES TO BE REMOVED

2.05 EXISTING LIGHT FIXTURES TO BE REMOVED AND

RELOCATED AS REQUIRED

2.06 EXISTING CEILING ELEMENTS TO BE REMOVED. FIRE

ALARMS, SPRINKLERS, OCC SENSORS, ETC. SEE

MECH.

2.10 REMOVE AND RELOCATE MECHANICAL SYSTEMS. SEE

MECH DRAWINGS

2.20 EXISTING LEAD PAINT FOUND: GREEN PAINT ON

CEILING COLUMNS ABOVE DROP CEILING, CREAM

PAINT ON THE CEILING AND PLASTER WALLS ABOVE

DROP CEILING AND BEHIND DRYWALL, WHITE PAINT

ON EXPOSED CEILING OF THE BASEMENT.

COORDINATE INSTALLATION WITH SPEC 02 83 00

LEAD-BASED PAINT MITIGATION PER AUGUST MACK

ENVIRONMENTAL SCOPE OF WORK

1. REMOVE AND LEGALLY DISPOSE OFF SITE THOSE ITEMS

INDICATED TO BE REMOVED. REMOVE AND DISPOSE OF

DEMOLITION DEBRIS DAILY, AFTER GOVERNMENT

OCCUPIED HOURS.

2. CONTRACTORS TO USE CARE WHEN PERFORMING WORK

ABOVE CEILINGS TO AVOID DAMAGE TO EXISTING UTILITIES

AND OTHER MATERIALS TO REMAIN.

3. ALL DEMOLITION TO BE DONE NEATLY AND WITHOUT

DAMAGE TO EXISTING CONSTRUCTION. PROTECT

CONSTRUCTION TO REMAIN. PROMPTLY REPAIR DAMAGES

CAUSED TO ADJACENT FACILITIES AT NO COST TO THE

GOVERNMENT. SEE SPECIFICATION SECTION 01 73 20

SELECTIVE DEMOLITION.

4. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND

CLOSURES AS REQUIRED TO PREVENT SPREAD OF DUST

OR FUMES.

5. THIS DRAWING IS PRIMARILY FOR ARCHITECTURAL

DEMOLITION SCOPE. REFER TO MECHANICAL, ELECTRICAL,

AND PLUMBING FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

6. ALL CONTRACTORS EXPECTED TO RECYCLE

CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND

TO SUBMIT TO GSA CERTIFICATES FOR ALL MATERIALS

DIVERTED FROM LANDFILL. CONTRACTORS ARE ALLOWED

TO BRING ADDITIONAL DUMPSTERS. ALL DEMOLITION

WASTE REMOVAL SHOULD BE COORDINATED WITH THE

PROPERTY MANAGER. SEE SPECIFICATION SECTION 01 74

19.

7. ALL CONTRACTORS ARE REQUIRED TO MAKE A SITE VISIT

TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING

BIDS.

8. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING

SPECIFIC WORK RESTRICTIONS- SEE SPECIFICATIONS

SECTION 01 14 00.

9. WHERE DEMOLITION OCCURS, REMOVE AND CAP UTILITIES

AT THEIR SOURCE UNLESS NOTED OTHERWISE.

10. PLANS ARE DIAGRAMMATIC AND PROVIDED TO SHOW

INTENT ONLY. UNLESS NOTED OTHERWISE ALL PARTITION

ASSEMBLIES INDICATED TO BE DEMOLISHED SHALL BE

DEMOLISHED COMPLETELY, INCLUDING FINISHES GYP. BD.,

METAL FRAMING, FASTENING DEVICES ETC.

11. AREA OF DEMOLITION/REMOVAL IN CORRIDOR,

CONTRACTOR SHALL REPAIR FLOORS, WALLS AND

FINISHED CEILINGS AS REQUIRED TO MATCH EXISTING AND

TO BE FLUSH AND SMOOTH WITH ADJACENT.

12. CONTRACTOR TO INSPECT ABOVE CEILING FOR

CONTINUITY OF PLENUM ENCLOSURE. NOTIFY ARCHITECT

OF ANY EXISTING DEFECTS /GAPS/ OPENINGS PRIOR TO

PROCEEDING

RCP DEMOLITION GENERAL NOTES

DEMOLITION KEYNOTES:

RCP LEGEND

2.20 EXISTING LEAD PAINT FOUND: GREEN PAINT ON

CEILING COLUMNS ABOVE DROP CEILING, CREAM PAINT

ON THE CEILING AND PLASTER WALLS ABOVE DROP

CEILING AND BEHIND DRYWALL, WHITE PAINT ON

EXPOSED CEILING OF THE BASEMENT. COORDINATE

INSTALLATION WITH SPEC 02 83 00 LEAD-BASED PAINT

MITIGATION PER AUGUST MACK ENVIRONMENTAL

SCOPE OF WORK

9.01 INSTALL NEW ACT CEILING TILES AS REQUIRED.

REINSTALL SALVAGED ACT AS REQUIRED UPON

MECHANICAL SCOPE COMPLETION

9.02 NEW GYPSUM BOARD SOFFIT

9.03 REINSTALL SALVAGED LIGHT FIXTURE IN NEW

LOCATION

9.04 NEW LIGHT FIXTURE

NORTH NORTH

NORTHNORTH

1ST FLOOR N.T.S.

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST, SOUTH

BEND, IN 46601-2122

KEYPLAN

AREA N.I.C.

PROJECT AREA

NEW WALL

EXISTING WALL TO REMAIN

EXISTING DOOR AND FRAME TO REMAIN

EXISTING EQUIPMENT

AREA N.I.C.

WINDOW TAG. SEE

SCHEDULE, SHEET A900

PARTITION TYPE TAG. SEE

SHEET G002

# DOOR TAG. SEE

SCHEDULE, SHEET A900

ROOM #

ROOM NAME ROOM TAG. SEE

SCHEDULE, SHEET A901

NEW DOOR AND FRAME

EXISTING WALL TO REMAIN

EXISTING DOOR AND FRAME TO

REMAIN

EXISTING TO BE DEMOLISHED

AREA N.I.C.

INDICATES KEYNOTE APPLICABLE TO

ENTIRE WORK AREA

EXISTING WALL TO BE REMOVED

ROOM #

ROOM NAME ROOM TAG

EXISTING DOOR AND FRAME TO BE

DEMOLISHED

ENTRANCE

SECURITY AREA

ENTRANCE

SECURITY AREA

ENTRANCE

SECURITY AREA

3'- 2 1 2"

1'-01 2"

10.0209.11

A112

ENTRANCE

SECURITY AREA

ENTRANCE

SECURITY AREA

ENTRANCE

SECURITY AREA

2.11

2.21

10.02

3 8"

36"

49 12"

36 12"

1ST LEVEL PARTIAL NEW WORK FLOOR PLAN

ENTRY TURNSTILE

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

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NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

AM SHEET SIZE: 24 X 36

DATE: 09.24.20

SHEET OF

B U

I L D

I N

G P

J C

T

D R

A W

I N

G

SH

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD 10.28.2022

GENERAL SERVICES ADMINISTRATION

REGION 5 CHICAGO, IL

1ST LEVEL PARTIAL DEMO FLOOR PLAN

ENTRY TURNSTILE

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4' 8'

NORTH

NORTHNORTH

1ST FLOOR N.T.S.

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST, SOUTH

BEND, IN 46601-2122

KEYPLAN

NEW WORK PLAN GENERAL NOTES

9.11 PROVIDE BARRIER TO MATCH EXISTING

10.02 INSTALL NEW GLASS TURNSTILE WITH CARD READER

ACCESS. REFER TO ELECTRICAL DRAWINGS FOR

POWER AND DATA REQUIREMENTS

KEYNOTES:

1. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR

WITH EXISTING CONDITIONS PRIOR TO COMMENCING

WORK. EXISTING CONDITIONS SHOWN ARE FROM

INFORMATION PROVIDED BY GOVERNMENT. VERIFY IN

FIELD ALL EXISTING CONDITIONS, PRIOR TO PROCEEDING

WITH THE WORK.

2. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY AND ALL

DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND

EXISTING CONDITIONS PRIOR TO PROCEEDING WITH

WORK.

3. PATCH AND PREPARE EXISTING WALLS AS NECESSARY

TO RECEIVE NEW FINISHES WHERE SCHEDULED.

4. ROOM LAYOUTS AND CONFIGURATIONS FOR AREAS

OUTSIDE OF CURRENT WORK ARE SHOWN FOR

REFERENCE ONLY.

5. APPLY NEW FINISHES TO EXISTING WALL AND CEILING

MOUNTED COVER PLATES, ITEMS, ETC, LOCATED ON

EXISTING SURFACES SCHEDULED TO BE REFINISHED.

EXISTING ITEMS THAT ARE NOT REMOVABLE SHALL BE

CAREFULLY TAPED, OR OTHERWISE COVERED DURING

REFINISHING.

6. CEILING HEIGHT IS TO BE SET AS HIGH AS POSSIBLE,

CONSIDERING CLEARANCE FOR LIGHTING AND HVAC

APPROXIMATELY 9'-0" MIN.

7. ALL REQUIRED OPENINGS IN PERIMETER DEMISING

PARTITIONS SEPARATING NEW GAO OFFICES FROM

ADJACENT TENANTS OR PUBLIC CORRIDOR SHALL BE

KEPT AT LESS THAN A MAN-PASSABLE AREA - (96 SQUARE

INCHES). ANY LARGER OPENINGS SHALL BE HARDENED

WITH THE INSTALLATION OF STEEL SECURITY MAN BARS

8. SEE SHEET G002 FOR PARTITION TYPES.

LEGEND

2.11 REMOVE AND REPLACE EXISTING GLASS TURNSTILE

2.21 EXISTING HISTORIC SPACES AND SURFACES

ADJACENT TO WORK AREA TO BE PROTECTED FROM

ANY DAMAGE FOR THE DURATION OF THE PROJECT.

SEE SPEC 01 35 10

1. REMOVE AND LEGALLY DISPOSE OFF SITE THOSE ITEMS

INDICATED TO BE REMOVED. REMOVE AND DISPOSE OF

DEMOLITION DEBRIS DAILY, AFTER GOVERNMENT

OCCUPIED HOURS.

2. CONTRACTORS TO USE CARE WHEN PERFORMING WORK

ABOVE CEILINGS TO AVOID DAMAGE TO EXISTING UTILITIES

AND OTHER MATERIALS TO REMAIN.

3. ALL DEMOLITION TO BE DONE NEATLY AND WITHOUT

DAMAGE TO EXISTING CONSTRUCTION. PROTECT

CONSTRUCTION TO REMAIN. PROMPTLY REPAIR DAMAGES

CAUSED TO ADJACENT FACILITIES AT NO COST TO THE

GOVERNMENT. SEE SPECIFICATION SECTION 01 73 20

SELECTIVE DEMOLITION.

4. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND

CLOSURES AS REQUIRED TO PREVENT SPREAD OF DUST

OR FUMES.

5. THIS DRAWING IS PRIMARILY FOR ARCHITECTURAL

DEMOLITION SCOPE. REFER TO MECHANICAL, ELECTRICAL,

AND PLUMBING FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

6. ALL CONTRACTORS EXPECTED TO RECYCLE

CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND

TO SUBMIT TO GSA CERTIFICATES FOR ALL MATERIALS

DIVERTED FROM LANDFILL. CONTRACTORS ARE ALLOWED

TO BRING ADDITIONAL DUMPSTERS. ALL DEMOLITION

WASTE REMOVAL SHOULD BE COORDINATED WITH THE

PROPERTY MANAGER. SEE SPECIFICATION SECTION 01 74

19.

7. ALL CONTRACTORS ARE REQUIRED TO MAKE A SITE VISIT

TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING

BIDS.

8. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING

SPECIFIC WORK RESTRICTIONS- SEE SPECIFICATIONS

SECTION 01 14 00.

9. WHERE DEMOLITION OCCURS, REMOVE AND CAP UTILITIES

AT THEIR SOURCE UNLESS NOTED OTHERWISE.

10. PLANS ARE DIAGRAMMATIC AND PROVIDED TO SHOW

INTENT ONLY. UNLESS NOTED OTHERWISE ALL PARTITION

ASSEMBLIES INDICATED TO BE DEMOLISHED SHALL BE

DEMOLISHED COMPLETELY, INCLUDING FINISHES GYP. BD.,

METAL FRAMING, FASTENING DEVICES ETC.

11. AREA OF DEMOLITION/REMOVAL IN CORRIDOR,

CONTRACTOR SHALL REPAIR FLOORS, WALLS AND

FINISHED CEILINGS AS REQUIRED TO MATCH EXISTING AND

TO BE FLUSH AND SMOOTH WITH ADJACENT.

12. CONTRACTOR TO INSPECT ABOVE CEILING FOR

CONTINUITY OF PLENUM ENCLOSURE. NOTIFY ARCHITECT

OF ANY EXISTING DEFECTS /GAPS/ OPENINGS PRIOR TO

PROCEEDING

DEMOLITION GENERAL NOTES

DEMOLITION KEYNOTES:

LEGEND

NORTH

NEW TURNSTILE ENLARGED PLAN & ELEVATION

MODEL: WINGLOCK SWING 940, BOON EDAM

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

0 6" 1' 2'

2'- 8"

5'- 4"

1'- 0"

9.02

6.01

8.02

10.018.036.04

6.05

3'- 8"

4'- 4"

1'- 0"

8.028.01 9.02

11.018.03

9.13

3'- 8"

4'- 4"

1'- 0"

9.02

8.01

SCALE: 3/8" = 1'-0"

0 2' 4'

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2020 Bailey Edward Design Design Firm License No. 184-001962

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

AM SHEET SIZE: 24 X 36

DATE: 09.24.20

SHEET OF

B U

I L D

I N

G P

J C

T

D R

A W

I N

G

SH

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD 10.28.2022

GENERAL SERVICES ADMINISTRATION

REGION 5 CHICAGO, IL

6.01 NEW WOOD SECURITY DOOR WITH BREAK RESISTANT

TEMPERED GLAZING LIGHT AND FRAME

6.04 NEW ADA HEIGHT AT PLASTIC LAMINATE SERVICE

COUNTERTOP. 36” MAX HEIGHT AT COUNTERTOP

6.05 NEW GLAZING TRANSOM ABOVE NEW SECURITY DOOR

8.01 NEW BREAK RESISTANT TEMPERED GLAZING WINDOW,

FROM COUNTERTOP TO CEILING WITH ALUMINUM

FRAME AT BOTH ENDS

8.02 NEW SPEAKING PORTAL AT TRANSACTION WINDOW

8.03 NEW DOCUMENT TRAY DEPRESSED INTO PLASTIC

LAMINATE COUNTER

9.02 NEW GYPSUM BOARD SOFFIT

9.13 NEW VINYL DECAL FOR U.S. DISTRICT COURT CLERK'S

OFFICES. GRAPHIC, SIZE AND LOCATION TO BE

COORDINATED WITH GSA

10.01 NEW CARD READER AT DOOR FOR ACCESS CONTROL

11.01 COMPUTER STATION

KEYNOTES:

1ST LEVEL US. DISTRICT COURT CLERK'S

OFFICE RECEPTION DESK INTERIOR ELEVATION

SCALE: 3/8"=1'-0" 2

1ST LEVEL US. DISTRICT COURT CLERK'S

OFFICE RECEPTION DESK INTERIOR ELEVATION

SCALE: 3/8"=1'-0" 1

1ST LEVEL US. DISTRICT COURT CLERK'S

OFFICE RECEPTION DESK INTERIOR ELEVATION

SCALE: 3/8"=1'-0"

9' - 0"

3'- 8"

2'- 8"

8.02

8.01

9.02

8.04

6.02

6.04

8' - 0"

4'- 4"

2.20

A600

TYP.

9.019.01

6.06

A600

TYP.

05.0205.02

05.01 09.01

09.10

09.09

09.12

06.06

08.01

06.04

08.04

06.02

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2020 Bailey Edward Design Design Firm License No. 184-001962

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

AM SHEET SIZE: 24 X 36

DATE: 09.24.20

SHEET OF

B U

I L D

I N

G P

J C

T

D R

A W

I N

G

SH

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST,

SOUTH BEND, IN 46601-2122

100% CD 10.28.2022

GENERAL SERVICES ADMINISTRATION

REGION 5 CHICAGO, IL

SCALE: 1" = 1'-0"

0 6" 1' 2'

1ST LEVEL PARTIAL SECTION

US. D.C. OFFICE RECEPTION DESK

SCALE: 1"=1'-0"

2.20 EXISTING LEAD PAINT FOUND: GREEN PAINT ON CEILING

COLUMNS ABOVE DROP CEILING, CREAM PAINT ON THE

CEILING AND PLASTER WALLS ABOVE DROP CEILING AND

BEHIND DRYWALL, WHITE PAINT ON EXPOSED CEILING OF THE

BASEMENT. COORDINATE INSTALLATION WITH SPEC 02 83 00

LEAD-BASED PAINT MITIGATION PER AUGUST MACK

ENVIRONMENTAL SCOPE OF WORK

5.01 5/8” GWB ON 3 5/8” MTL STUDS @ 16” OC MAX

5.02 KICKER BRACING AS REQUIRED AT BOTH SIDES

6.02 PROVIDE BLOCKING REINFORCEMENT UNDER COUNTERTOP

AS REQUIRED TO SUPPORT NEW TEMPERED GLAZING

WINDOW AND ALUMINUM FRAME

6.04 NEW ADA HEIGHT AT PLASTIC LAMINATE SERVICE

COUNTERTOP. 36” MAX HEIGHT AT COUNTERTOP

6.06 NEW VENEER CORE PLYWOOD PIECE AT SIDE OF ADA

COUNTERTOP HEIGHT CHANGE. FINISH TO MATCH ADJACENT

CASEWORK

8.01 NEW BREAK RESISTANT TEMPERED GLAZING WINDOW, FROM

COUNTERTOP TO CEILING WITH ALUMINUM FRAME AT BOTH

ENDS

8.02 NEW SPEAKING PORTAL AT TRANSACTION WINDOW

8.04 NEW DOCUMENT TRAY DEPRESSED INTO PLASTIC LAMINATE

COUNTER, ADA HEIGHT, 36” MAX

9.01 INSTALL NEW ACT CEILING TILES AS REQUIRED. REINSTALL

SALVAGED ACT AS REQUIRED UPON MECHANICAL SCOPE

COMPLETION

9.02 NEW GYPSUM BOARD SOFFIT

9.09 5/8” GYPSUM BOARD

9.10 SUSPENSION CABLE

9.12 PLASTIC LAMINATE CLAD ON EDGE FINISH OF COUNTERTOP.

MATCH COUNTERTOP COLOR

KEYNOTES:

TYP. NEW SOFFIT & ACT

CONNECTION WITH ABOVE SLAB DETAIL

SCALE: 1"=1'-0" 2

TYP. SIDE PANEL AT ADA HEIGHT CHANGE

SECTION OF COUNTER DETAIL

SCALE: 1"=1'-0"

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

21.01

02.03

02.03

02.03

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

F

02.01

02.02

02.03

02.03

02.03

FP130

FIRE PROTECTION PLANS

FP130

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2022 Bailey Edward Design Design Firm License No. 184-001962

GENERAL SERVICE ADMINISTRATION

REGION 5 CHICAGO, IL

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

JPB SHEET SIZE: 24 X 36

DATE: 10.28.22

SHEET OF

BU

ILD

IN

G

PJ

CT

DR

AW

IN

G

KWL

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST, SOUTH

BEND, IN 46601-2122

100% CD 10.28.22

PE19500200

STATE OF

PROFESS I ONA L ENG I N

EE

R

I N D I A N A

KE

NT

W. LOCKE, JR.

signature date 10/28/2022 license expires on 07-31-2023

FIRE PROTECTION

1ST LEVEL PARTIAL NEW WORK FIRE PROTECTION PLAN

DISTRICT COURT OFFICE RECEPTION DESK

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

NORTHNORTH

1ST FLOOR N.T.S.

1ST LEVEL PARTIAL DEMO FIRE PROTECTION PLAN

DISTRICT COURT OFFICE RECEPTION DESK

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

NORTH NORTH

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST, SOUTH

BEND, IN 46601-2122

KEYPLAN

02.01 REMOVE SPRINKLER HEAD.

02.02 EXISTING SPRINKLER MAIN TO REMAIN.

02.03 EXISTING LEAD PAINT FOUND: GREEN PAINT ON CEILING

COLUMNS ABOVE DROP CEILING, CREAM PAINT ON THE

CEILING AND PLASTER WALLS ABOVE DROP CEILING AND

BEHIND DRYWALL, WHITE PAINT ON EXPOSED CEILING OF

THE BASEMENT. COORDINATE INSTALLATION WITH SPEC

02 83 00 LEAD-BASED PAINT MITIGATION PER AUGUST MACK

ENVIRONMENTAL SCOPE OF WORK.

21.01 PROVIDE NEW SPRINKLER HEAD IN NEW CEILING.

1. ALL DUCT SIZES NOTED ON DRAWINGS REFER TO ACTUAL AIRWAY SIZES (SOUND

LINING AND/OR INSULATION IS NOT INCLUDED).

2. ALL DUCT COVERINGS AND LININGS SHALL HAVE A FLAME SPREAD RATINGS NOT

TO EXCEED 25 AND A SMOKE DEVELOPMENT RATING NOT MORE THAN 50.

3. COORDINATE ALL FINAL LOCATIONS OF SUPPLY AIR DIFFUSERS, RELIEF AIR

GRILLES, THERMOSTATS, SENSORS, ETC. WITH ARCHITECT AND

ARCHITECTURAL REFLECTED CEILING PLANS.

4. MECHANICAL CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES

INVOLVED, ALL WORK WHICH IS IN THE CEILING SPACE AS INDICATED ON THE

DRAWINGS WITHOUT CONFLICT AND TO REVISE HIS WORK TO AVOID CONFLICTS

AND OBSTRUCTIONS AS NECESSARY AND AS REQUIRED.

5. ALL DUCTS PENETRATING FULL HEIGHT WALLS ABOVE CEILING SHALL BE

SEALED TO WITHIN 1/8" OF DUCT WITH WALL MATERIAL ON EACH SIDE OF WALL.

6. COORDINATE EXACT LOCATIONS OF TEMPERATURE SENSORS FOR HVAC

EQUIPMENT WITH FINAL INTERIOR DESIGN/ARCHITECTURAL DRAWINGS.

7. ALL ROOM THERMOSTATS SHALL HAVE CENTERS ALIGNED WITH LIGHT

SWITCHES.

8. DUCT CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH LATEST SMACNA

STANDARDS. DUCTS SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL.

9. PROVIDE 1" THICK FLEXIBLE ELASTOMERIC SOUND LINING FOR Z DUCT

TRANSFER DUCTS. FIBERGLASS LINER IS NOT ALLOWED PER GSA P100.

PROVIDE 1" THICK FIBERGLASS WRAP FOR ALL SUPPLY DUCTWORK.

10. ALL CONSTRUCTION DOCUMENTS, INSTALLATION MANUALS, MANUFACTURERS

CATALOG CUTSHEETS ARE TO BE SUBMITTED TO THE GSA AND LANDLORD. ALL

MATERIALS AND EQUIPMENT ARE TO BE LISTED AND LABELED AND SUITABLE

FOR USE.

11. EXISTING HVAC SYSTEMS SHALL BE REBALANCED FOR NEW CAPACITIES

ACCORDING TO HVAC PLANS AND SCHEDULES

12. LOCATIONS OF EXISTING DUCT WORK, PIPING, THERMOSTATS, DIFFUSERS, ETC.

SHOWN ON THIS DRAWING ARE BASED ON PREVIOUS DESIGN WORKING

DRAWINGS AND DO NOT NECESSARILY INDICATE THE ACTUAL LOCATIONS.

REVISE NEW DUCTWORK, PIPING, ETC., AS REQUIRED TO CONNECT TO EXISTING

WORK. CONTRACTOR TO VERIFY TO VERIFY AND COVER NECESSARY WORK IN

BID.

13. FIRE CAULK ALL DUCT SYSTEMS WHICH PENETRATE THROUGH FIRE

RESISTANCE RATED WALLS, PARTITIONS, FLOORS, OR CEILINGS TO MAINTAIN 1

HOUR RATING.

14. HVAC SYSTEMS SHALL BE BALANCED ACCORDING TO HVAC PLANS AND

SCHEDULES. SUBMIT WRITTEN REPORT TO GSA. BALANCING CONTRACTOR TO

DETERMINE STATIC PRESSURE SETPOINT OF EXISTING DUCT SYSTEM. INDICATE

SPEED OF FAN DURING SYSTEM BALANCE. PRETEST EXISTING DIFFUSERS

CONNECTED TO RELOCATED VAV BOX.

15. INSTALL ALL EQUIPMENT AND ASSOCIATED MATERIALS AND ACCESSORIES PER

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

16. COORDINATE LOCATION OF NEW VAV BOX PENETRATION WITH EXISTING WALL

CONSTRUCTION. PROVIDE LINTELS AT BLOCK WALLS. PROVIDE OFFSETS TO

AVOID EXISTING TRADES, WALL STRUCTURE, AND BUILDING STRUCTURE.

17. EXTEND EXISTING SCHNEIDER ELECTRIC DDC SYSTEM TO ACCOMMODATE

CONNECTION OF NEW EQUIPMENT. GRAPHICS AND SEQUENCE FOR NEW

EQUIPMENT TO MATCH EXISTING. COORDINATE WITH PROPERTY MANAGEMENT.

18. THE CONTRACTOR SHALL BE FAMILIAR WITH GSA SECURITY CLEARANCE AND

OBTAINING SAID CLEARANCE. COSTS TO OBTAIN CLEARANCES FOR PERSONNEL

WORKING ON SITE ARE THE RESPONSIBILITY OF THE CONTRACTOR.

UNIT HEATERUH

WATER HEATERWH

WMS WIRE MESH SCREEN

VPT VELOCITY PRESSURE TRANS

CENTRAL CONTROL PANELCCP

THOUSANDS BRITISH THERMAL

UNITS PER HOUR

M

T

VAV

NEW CONNECTION

FULL PORT BALL VALVE

MOTOR OPERATED DAMPER OR VALVE

ROOM THERMOSTAT (S-SENSOR)

MBH

ROOMRM

DWG DRAWING

DIFF DIFFUSER

ACCESS DOOR

AIR HANDLING SYSTEM

AMPERE

BOTTOM OF DUCT

BRITISH THERMAL UNIT

BRITISH THERMAL UNITS PER HOUR

COOLING COIL

CUBIC FEET PER MINUTE

CONCRETE

HEATING COIL

HORSEPOWER

HEATING

INSIDE DIAMETER

INCH

WATT

WITH

WET BULB TEMPERATURE

WATER COLUMN

INSULATION

KILOWATT

KILOWATT HOUR

LEAVING AIR TEMPERATURE

LINED DUCT

LEAVING WATER TEMPERATURE

MIXED AIR TEMPERATURE

MANUAL

MAXIMUM

MINIMUM

NOISE CRITERIA

NORMALLY CLOSED

NOT IN CONTRACT

NECK

NUMBER

NORMALLY OPEN

NOT TO SCALE

OUTSIDE AIR

OUTSIDE AIR INTAKE

SINGLE PHASE

THREE PHASE

PRESSURE

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAUGE

RETURN AIR

REGISTER

RETURN

TYPICAL

REQUIRED

RELATIVE HUMIDITY

REVOLUTIONS PER MINUTE

ROOF OPENING

SUPPLY FAN

SCREWED

SPECIFICATION

STATIC PRESSURE

SPLITTER DAMPER

STANDARD

TOTAL STATIC PRESSURE

VALVE

VARIABLE AIR VOLUME

VOLUME DAMPER

VELOCITY

HERTZ

GRILLE

GALLONS PER MINUTE

GAGE OR GAUGE

FOOT

FEET PER MINUTE

FLEXIBLE

FLOOR

FAN COIL UNIT

EXHAUST

ENTERING WATER TEMPERATURE

EXISTING TO REMAIN

ELEVATION

EFFICIENCY

EXHAUST FAN

DIAMETER

ENTERING AIR TEMPERATURE

DEFLECTION

DRY BULB TEMPERATURE

DECIBEL

CEILING REGISTER

CENTER LINE

CEILING

COMPRESSION TANK

Z

HWR

HWS

Y-TYPE STRAINER WITH CLEANOUT PLUG

TWO-WAY VALVE

UNION

PRESSURE REDUCING VALVE

PRESSURE GAUGE ASSEMBLY W/SNUBBER

PRESSURE GAUGE ASSEMBLY

FLOW IN THE DIRECTION OF ARROW

FLEXIBLE CONNECTION

CAP

AUTO VENT, VALVE- PIPE

DISCHANGE TO DRAIN

PIPE

VARIABLE AIR VOLUME UNIT NUMBER AS

PER SCHEDULE

SUPPLY DUCT

AIR TURNING DEVICE (NOT A

SPLITTER DAMPER)

EXHAUST/RETURN DUCT

SECTION

IMAGE OR SECTION ON THE SAME SHEET.X

DUCT-SOUNDLINED-CLEAR INSIDE SIZE IN INCHES.

FIRST DIMENSION IS SIDE SHOWN.

240 x 120

DUCT SIZE TRANSITION

DUCT-SIZE IN INCH. FIRST DIMENSION

IS SIDE SHOWN.

240 x 120

DUCT INCLINED UP IN RESPECT TO AIR

FLOW

UP

DUCT INCLINED DOWN IN RESPECT TO

AIR FLOW

DN

DUCT ELBOW WITH TURNING VANES

(SQUARE ELBOW)

DUCT ELBOW WITH TURNING VANES (RADIUS ELBOW)

DUCT ELBOW TURNED UP

DUCT ELBOW TURNED DOWN

COLUMN LETTERS OR NUMBERC

COMBINATION CEILING AIR-RETURN INLET

SIZE IN INCHES

CAPACITY-EXHAUST/RETURN

W/FLEXABLE CONNECTION.

ØTYPE

CAPACITY

SIZE

SQUARE OR

RECTANGLE TYPE

CEILING EXHAUST-RETURN INLET

SIZE IN INCHES CAPACITY IN CFM

TYPE AS PER SPEC.

CEILING DIFFUSER, NECK SIZE

& OVERALL SIZE IN INCH.

CAPACITY IN CFM TYPE AS

PER SPEC. BLANK OFF

SHOWN AS SHADED AREA.

HINGED ACCESS DOOR

HOT WATER RETURN

HOT WATER SUPPLY

ZONE

WC

WB

W/ W

VEL

VD

VAV

VA

TYP

TSP

STD

SPD

SP

SPEC

SCRD

S

RO

RPM

RH

RET

REQD

REG

RA

PSIG

PSIA

PRESS

3 PH

1 PH

OAI

OA

NTS

N.O.

NO

NK

NIC

N.C.

NC

MIN.

MAX.

MAN.

MAT

LWT

LD

LAT

KWH

KW

INSUL

IN

ID

HTG

HP

HC

HZ

GR

GPM

GA

FT

FPM

FLEX

FL

FC

DEGREES FAHRENHEIT°F

EXH

EWT

ETR

EL

EFF

EAT

E

DIA

DFL

DBT

DB

CR

COT

CONC

CLG

CL

CFM

CC

BTUH

BTU

BOD

AMP

AH

AD

DEMOLITION OF DUCT/PIPE/EQUIPMENT

SUPPLY AIRSA

TRANSFER AIRT/A

EXISTING DUCT/PIPE/EQUIPMENT

DUCT SECURITY BARS

SCOPE OF WORK

1. THE CONTRACTOR SHALL PROVIDE COMPETE AND OPERATING SYSTEMS THAT

COMPLY WITH P100 AND THE INTERNATIONAL BUILDING CODE.

2. SUBMIT QUALIFICATION DATA, SAMPLE TEST AND BALANCE FORMS, TESTING

PLAN, AND SAMPLES.

3. OBTAIN SECURITY CLEARANCES REQUIRED TO EXECUTE WORK. END USER

HAS STRINGENT, SPECIFIC SECURITY REQUIREMENTS, IN ORDER TO EXECUTE

CONTROLS THE CONTRACTOR REQUIRES ENT CLEARANCE. COORDINATE

WITH GSA IT STAKEHOLDER.

4. PERFORM PRE-ALTERATION TESTING OF AIR HANDLING UNIT AND VAV

EQUIPMENT. SUBMIT REPORT.

5. SCHEDULE EFFORTS IN AREAS OUTSIDE OF THE BUILDOUT AREA WITH

PROPERTY MANAGEMENT. EFFORTS SHALL BE PERFORMED OFF HOURS. THE

CONTRACTOR SHALL CLEAN THE SPACE AND LEAVE THE EQUIPMENT IN

WORKING ORDER AT THE START IF NORMAL BUSINESS HOURS.

6. EXECUTE DEMOLITION EFFORTS. RECYCLE SHEET METAL.

7. PROVIDE COORDINATION DRAWINGS THAT ARE COORDINATED WITH OTHER

TRADES, EXISTING CONDITIONS AND EQUIPMENT CLEARANCES. SUBMIT FOR

APPROVAL. INCLUDE ALL-TRADES SIGN OFF.

8. PROVIDE PRODUCT DATA SUBMITTALS FOR REVIEW AND COMMENT. NOTE

THAT PRODUCT DATA IS NOT A COORDINATED SHOP DRAWING.

9. PROVIDE SHEET METAL DUCTS, DUCT INSULATION, CONTROLS, SUPPORTS

AND TESTING TO COMPLETE INSTALLATION.

10. PROVIDE MODIFICATIONS TO THE BUILDING AUTOMATION SYSTEM TO

ACCOMMODATE NEW THERMOSTAT LOCATIONS.

11. PERFORM TESTING AND BALANCING OF EQUIPMENT AND CONTROLS.

SYSTEMS SHALL INTEGRATE WITH BAS AND PERFORM AS SPECIFIED.

12. PROVIDE OPERATIONS AND MAINTENANCE MANUAL. INCLUDE AS-BUILDS,

TESTING, WARRANTY, CONTROLS, AND TRAINING. SUBMIT GSA SIGN OFF THAT

EQUIPMENT IS VISIBLE FROM FRONT END

THE CONTRACTOR SHALL PERFORM TESTING AND INVESTIGATION OF THE EXISTING SYSTEMS

DESCRIBED WITHIN THE DOCUMENTS. SCHEDULE AND PERFORM TESTING OF SYSTEMS SUCH

THAT TESTING HAS BEEN SATISFACTORILY EXECUTED PRIOR TO THE SHEET OF DEMOLITION.

PROVIDE ALL NECESARRY PORTS FOR DUCTS, PIPES, ETC.

1. PERFORM TESTING EFFORT ON AIRFLOW DISTRIBUTION SYSTEM. PERFORM TESTING TO

DETERMINE FLOW AT DIFFUSERS, GRILLES.

A. VAV BOXES:

- AIR FLOW AT BAS

- TOTAL AIRFLOW AIR OUTLETS

M000

MECHANICAL STANDARDS

M000

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2022 Bailey Edward Design Design Firm License No. 184-001962

GENERAL SERVICE ADMINISTRATION

REGION 5 CHICAGO, IL

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

JPB SHEET SIZE: 24 X 36

DATE: 10.28.22

SHEET OF

BU

ILD

IN

G

PJ

CT

DR

AW

IN

G

KWL

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST, SOUTH

BEND, IN 46601-2122

100% CD 10.28.22

PE19500200

STATE OF

PROFESS I ONA L ENG I N

EE

R

I N D I A N A

KE

NT

W. LOCKE, JR.

signature date 10/28/2022 license expires on 07-31-2023

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

23.01

23.02

23.02 23.03

23.04 02.04

02.04

02.04

US. DISTRICT COURT

CLERK'S OFFICE

US. DISTRICT COURT

CLERK'S OFFICE RECEPTION

02.02

02.03

02.01

02.04

02.04

02.04

M130

MECHANICAL PLANS

M130

GREAT LAKES REGION 5

PROPERTY OF THE

UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

LIMITED OFFICIAL USE

MARK DESCRIPTION DATE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

35 East Wacker Dr Suite 2800 Chicago, IL 60601-2308

©2022 Bailey Edward Design Design Firm License No. 184-001962

GENERAL SERVICE ADMINISTRATION

REGION 5 CHICAGO, IL

NAME

STREET

CITY/STREET/ZIP

BUILDING NO.

OTHER

BUILDING NOs.

PROJECT

DESCRIPTION

PROJECT NO.

DRAWING TITLE

TYPE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

17005 - 020019 - 00

JPB SHEET SIZE: 24 X 36

DATE: 10.28.22

SHEET OF

BU

ILD

IN

G

PJ

CT

DR

AW

IN

G

KWL

USDC & USBC TRANSACTION WINDOWS

(IN0096ZZ)

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST, SOUTH

BEND, IN 46601-2122

100% CD 10.28.22

PE19500200

STATE OF

PROFESS I ONA L ENG I N

EE

R

I N D I A N A

KE

NT

W. LOCKE, JR.

signature date 10/28/2022 license expires on 07-31-2023

MECHANICAL

NORTHNORTH

1ST FLOOR N.T.S.

ROBERT GRANT FEDERAL BLDG. & U.S.

COURTHOUSE, 204 S MAIN ST, SOUTH

BEND, IN 46601-2122

KEYPLAN

02.01 REMOVE & RELOCATE SUPPLY DIFFUSSER.

02.02 REMOVE LENGTH OF RETURN DUCT.

02.03 REMOVE RETURN GRILLE AND BRANCH DUCT.

02.04 EXISTING LEAD PAINT FOUND: GREEN PAINT ON CEILING

COLUMNS ABOVE DROP CEILING, CREAM PAINT ON THE

CEILING AND PLASTER WALLS ABOVE DROP CEILING AND

BEHIND DRYWALL, WHITE PAINT ON EXPOSED CEILING

OF THE BASEMENT. COORDINATE INSTALLATION WITH

SPEC 02 83 00 LEAD-BASED PAINT MITIGATION PER

AUGUST MACK ENVIRONMENTAL SCOPE OF WORK.

23.01 NEW LOCATION FOR RELOCATED SUPPLY.

23.02 NEW INSULATED SUPPLY DUCT.

23.03 RELOCATED RETURN GRILLES.

23.04 NEW INSULATED RETURN DUCTS.

1ST LEVEL PARTIAL NEW WORK MECHANICAL PLAN

US. DISTRICT COURT CLERK'S OFFICE RECEPTION DESK

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

1ST LEVEL PARTIAL DEMO MECHANICAL PLAN

US. DISTRICT COURT CLERK'S OFFICE RECEPTION DESK

SCALE: 3/8"=1'-0" SCALE: 3/8" = 1'-0"

0 2' 4'

NORTH NORTH

DUAL-ACTION MANUAL PULL STATION, MOUNTED AT 44" AFF

TOGGLE SWITCH, DIMMABLE, MOUNTED AT 48" AFF, U.N.O.("3W" DENOTES 3-WAY)

INDICATES EXISTING TO REMAIN

INDICATES NEW

INDICATES COMPONENT TO BE REMOVED

EXIST EXISTING

FA FIRE ALARM

FULL LOAD AMPEREFLA

GROUND FAULT CIRCUIT INTERRUPTERGFI OR GFCI

GRD GROUND, GROUNDING

HP HORSEPOWER

JB JUNCTION BOX

KVA KILOVOLT AMPERE

AFF ABOVE FINISHED FLOOR

AMP OR A AMPERE

CCT CIRCUIT

CLG CEILING

DISC DISCONNECT

EC ELECTRICAL CONTRACTOR

ELECT ELECTRICAL

EM EMERGENCY

MINIMUMMIN

NOT IN CONTRACTNIC

NOT TO SCALENTS

PHASEPH OR Ø

RECEPTACLERECEP

TRANSFORMERXFMR

TYP TYPICAL

VOLTV

WATT OR WIREW

NIGHT LIGHTNL

KW KILOWATT

MECHANICAL CONTRACTORMC

MFR MANUFACTURER

D DIMMER

UNLESS NOTED OTHERWISEU.N.O.

XR

XN

X

MEP MECHANICAL, ELECTRICAL, PLUMBING

1. EXISTING ELECTRICAL SYSTEMS SHOWN ON THE DRAWINGS ARE BASED ON VISUAL INSPECTION AND EXISTING DRAWINGS. BUT THEY MAY NOT REFLECT THE EXISTING CONDITION IN EVERY CASE. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID AND VERIFY EXISTING

CONDITIONS.

2. THE BUILDING WHERE THE WORK TO BE DONE IS IN USE. SCHEDULE ANY ELECTRICAL WORK (ESPECIALLY ELECTRICAL SYSTEM DISCONNECTIONS OR RECONNECTIONS) WITH THE CONTRACTING OFFICER AND BUILDING MANAGEMENT. MAKE ARRANGEMENTS AT LEAST TWO (2) WEEKS PRIOR TO PROPOSED SCHEDULES OF WORKS. ARRANGE WORK SO AS NOT TO INTERRUPT ANY ELECTRICAL POWER, TELEPHONE, FIRE, COMMUNICATION, AND OTHER SYSTEMS DURING NORMAL WORKING HOURS.

A. WHERE CORE DRILLING AND CUTTING OF FLOORS OR WALLS IS REQUIRED, USE METAL DETECTORS OR OTHER APPROVED DEVICES TO

DETERMINE AND AVOID INTERFERENCE WITH EXISTING CONCEALED CONDUITS & PIPES.

B. USE GREAT DILIGENCE AND CARE IN DISCONNECTING VARIOUS SYSTEMS. RECONNECT SYSTEMS AND RESTORE ALL THAT SERVE ADJACENT AREAS IF SUCH SYSTEMS HAVE BEEN DISRUPTED DURING DEMOLITION WORK WITHOUT ANY EXPENSE FOR THE AFFECTED USING AGENCY OR THE BUILDING. EXTEND CONDUIT & WIRING AS REQUIRED TO MAINTAIN OPERATION OF REMOVING EQUIPMENT OR DEVICES.

C. COORDINATE ALL DEMOLITION WORK WITH OTHER TRADES AS REQUIRED.

3. ELECTRICAL ITEMS REMOVED AND NOT RELOCATED SUCH AS LIGHTING FIXTURES, SWITCHES, RECEPTACLES, BREAKERS, WIRE, ET. REMAIN THE

PROPERTY OF THE OWNER AND SHALL BE STORED OR DISPOSED OF AS DIRECTED BY OWNER.

4. ALL UNUSED CONDUITS OR ANY ELECTRICAL ITEMS THAT ARE ABANDONED AND WHERE ELECTRICAL ITEMS ARE BEING REMOVED SHALL HAVE ALL WIRING REMOVED BACK TO THE SOURCE OR FEEDER JUNCTION BOX SERVING THE DEVICE OR BACK TO THE FIRST OUTLET WHICH IS LEFT UNAFFECTED BY THE CHANGES. STUBS SHALL BE PLUGGED FLUSH WITH FLOOR, CEILING SLABS, OR WALLS. ALL EXPOSED LOW VOLTAGE CABLINGS, CONDUITS AND FITTINGS, INCLUDING ABOVE DROP CEILINGS THAT ARE ABANDONED (NOT USED) SHALL BE REMOVED UNLESS OTHERWISE NOTED ON THE DRAWINGS OR DIRECTED BY THE BUILDING MANAGEMENT AND CONTRACTING OFFICER.

5. WHERE EXISTING ELECTRICAL ITEMS (POWER, COMMUNICATION, FIRE ALARM EQUIPMENT, DEVICES, LIGHTING FIXTURES, ETC) THAT ARE INSIDE OR OUTSIDE THE CONTRACT LIMITS OF CONSTRUCTION ARE TO REMAIN BUT ARE AFFECTED BY THE EXECUTION OF ELECTRICAL WORK SUCH AS REMOVAL, MOVING, OR RECONDITIONING OF WALLS AND CEILINGS SHALL BE DISCONNECTED, REMOVED, CLEANED, REWORKED, AND REINSTALLED IN-LINE WITH NEW WALLS OR CEILINGS. PROVIDE ALL NECESSARY MATERIALS AND LABOR AND REWIRE IN ACCORDANCE WITH PRESENT CODE REQUIREMENTS.