Drawings.pdf

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Attached to
Grant Interior Marble Stabilization Federal contract opportunity
Solicitation number
47PF0023R0033
Issued by
General Services Administration Public Buildings Service Region 5

About this file

This document package includes drawings and specifications for an interior marble stabilization project at the Robert A. Grant Federal Building and U.S. Courthouse in South Bend, Indiana. The project scope involves cleaning all marble and granite base, re-grouting all joints, repairing or replacing damaged panels and base pieces, resetting loose or out of plumb panels. All workers over 10 days must have HSPD12 clearance. Bidders must have experience in interior marble historic preservation. Drawings show existing conditions, repair quantities, and details for anchoring stone panels, joints, and corners. The related solicitation is for construction services for this interior marble stabilization project, and requires bidders to clean via mock-ups, sound wainscoting to find loose panels, investigate initial failure causes, and follow work restrictions. The General Services Administration Public Buildings Service Region 5 is the contracting agency.

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Text version

SHEET INDEXPREPARED FOR:

CHICAGO, IL 60604

230 S. DEARBORN STREET, SUITE 3600

SOUTHERN SC PROJECT MANAGEMENT BRANCH

LOCATION MAP

GENERAL SERVICES ADMINISTRATION

NORTH

KEY MAP

204 S. MAIN STREET

SOUTH BEND, INDIANA 46601

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

INTERIOR MARBLE STABILIZATION

CHICAGO, IL 60601

35 EAST WACKER DR. SUITE 2800

BAILEY EDWARD DESIGN

ARCHITECTGSA PROJECT TEAM

ROBIN WHITEHURST, PROJECT PRINCIPAL

TIM SCOVIC, PROJECT ARCHITECT

BRIDGETTE FED-JASPER, CONTRACTING OFFICER

JEFF PAVUR, PROJECT MANAGER

JEFF PAVUR, CONTRACTING OFFICER'S REPRESENTATIVE

JAMES MORRISON, PROPERTY MANAGER

DATE: 11/14/2019

PROJECT NO: SIN00029

BUILDING NO: IN0096ZZ

BED PROJECT NO: 17005-18-06

PROJECT ADDRESS: 204 S. MAIN STREET

SOUTH BEND, IN 46601

GENERAL NOTES

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

THE ARCHITECTURAL DESIGN CONCEPT, DIMENSION, MAJOR ELEMENTS AND

MATERIALS. THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL

WORK REQUIRED FOR THE FULL COMPLETION OF THE PROJECT. THE GENERAL

CONTRACTOR AND HIS SUBCONTRACTORS SHALL FURNISH ALL OF THOSE ITEMS AND

LABOR REQUIRED FOR THE FULL COMPLETION OF THIS PROJECT. DRAWINGS AND

SPECIFICATIONS ARE COMPLEMENTARY WITH EACH OTHER. GENERALLY, IN CASE OF

CONFLICT BETWEEN THESE DOCUMENTS, SPECIFICATIONS WILL PREVAIL. WHERE

NECESSARY, CLARIFICATION SHOULD BE OBTAINED FROM THE GOVERNMENT

AND/OR ARCHITECT.

2. 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 AND/OR ARCHITECT PRIOR

TO COMMENCING WORK.

3. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS HAVE BEEN

COMPILED BY THE ARCHITECT FROM EXISTING DRAWINGS AND FIELD MEASURING

AND SHALL BE USED BY THE CONTRACTOR ONLY AS A GUIDE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL

DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY DISCREPANCIES IN THE SITE

CONDITIONS OR THE DOCUMENTS TO THE ARCHITECT IN WRITING.

4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE ADHERENCE AND

COMPLIANCE TO ALL APPLICABLE CITY, STATE AND NATIONAL CODES AND

ORDINANCES, INCLUDING BUT NOT LIMITED TO THOSE OF THE CITY. ANY

DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN

WRITING.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL

UTILITIES AFFECTED BY PROJECT.

6. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES IN ORDER TO AVOID

INTERFERENCES, CONFLICTS AND OMISSIONS. THE GENERAL CONTRACTOR'S

SUBCONTRACTORS SHALL COMPLETELY CONNECT AND HOOK-UP ALL EQUIPMENT

AND FURNISH ALL NECESSARY APPENDAGES. ALL COMPLETED SYSTEMS SHALL BE

FULLY OPERATIONAL. ACCEPTANCE BY THE OWNER SHALL BE A CONDITION OF THE

CONTRACT AND SUBJECT TO CONTRACT REQUIREMENTS.

9. THE PROJECT AREA SHALL BE ENTIRELY CLEANED BY THE GENERAL CONTRACTOR

BEFORE OWNER OCCUPATION.

10. THE PREMISES SHALL BE KEPT IN BROOM-SWEPT FINISH CONDITION ON A DAILY

BASIS. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR

CLEANING UP AND DISPOSING OF THEIR LITTER AND LEFT OVER MATERIALS ON A

REGULAR BASIS AND BE RESPONSIBLE FOR LEAVING THE PROJECT IN A

BROOMSWEPT FINISH CONDITIONS UPON COMPLETION OF THEIR PORTION OF THE

PROJECT.

11. THE GENERAL CONTRACTOR SHALL REMAIN RESPONSIBLE FOR COMPLIANCE

WITH THE PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA),

LATEST EDITION.

12. THE GENERAL CONTRACTOR SHALL MAINTAIN THROUGHOUT THE

CONSTRUCTION PERIOD INSURANCE FOR ALL LIABILITIES WITH A HOLD HARMLESS

CLAUSE PROTECTING THE OWNER AND THE ARCHITECT AND PROVIDE THE OWNER

WITH A CERTIFICATE OF INSURANCE.

13. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY REMOVAL OF ALL

DEMOLITION DEBRIS AND PROTECTION OF EXISTING AREA WHICH ARE NOT

AFFECTED BY THE SCOPE OF WORK. ANY DAMAGE TO THE PREMISES SHALL BE

BROUGHT BACK TO ORIGINAL CONDITION AT THE COST OF THE GENERAL

CONTRACTOR OR SUBCONTRACTOR INFLICTING THE DAMAGE.

14. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR PROTECTING, DURING

CONSTRUCTION, ALL EXISTING WALL, CEILING AND FLOOR FINISHES TO REMAIN, OR

TO BE REINSTALLED.

8. THE CONTRACTOR SHALL ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND

CLOSURES AS REQUIRED TO PREVENT SPREAD OF DUST, DEBRIS OR FUMES TO

OCCUPIED PORTIONS OF THE BUILDING FOR THE DURATION OF THE WORK.

TITLE SHEETG001

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED PERSONS IS PROHIBITED

100% DESIGN

SENSITIVE BUT UNCLASSIFIED (SBU)

DETAIL REFERENCE

INTERIOR ELEVATION

REVISION

ROOM NAME OR UNIT TYPE

DOOR REFERENCE

KEYNOTE

WINDOW REFERENCE

COLUMNWALL TYPE

DIMENSION TO FACE OF

GYPSUM / MASONRY

PROJECT NORTH ARROW

X

AXXX

X

AXXX

A

B

C

D

X

ROOM NAME

000 *

27'-0"

NORTH

LEGEND

7. WRITTEN AUTHORIZATION FROM THE GOVERNMENT AND/OR AE MUST BE

OBTAINED PRIOR TO THE ORDERING OF ANY MATERIAL, AWARDING OF ANY

CONTRACTS OR THE EXECUTION OF ANY WORK WHICH INVOLVES EXTRA COST.

15. CONTRACTOR SHALL COORDINATE SHUT DOWNS WITH THE BUILDING PER

REQUIRED MINIMUM NOTIFICATION DURATIONS AND BEAR ANY RELATED COSTS.

FIRST FLOOR PLAN AND MEZZANINE PLANA100

FIRST FLOOR ELEVATIONS

A301

16. COORDINATE SHUTDOWN AND START UP OF ALL EQUIPMENT WITH LOCAL

FACILITY MANAGER.

SECOND AND THIRD FLOOR PLANSA101

A300

BASE SCOPE TO INCLUDE:

1) STABILIZATION OF EXISTING MARBLE PANELING THROUGHOUT THE BUILDING AND

STAIRWELLS.

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

204 S. MAIN STREET

SOUTH BEND, INDIANA 46601

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

204 S. MAIN STREET

SOUTH BEND, INDIANA 46601

FIRST FLOOR ELEVATIONS

A302 MEZZANINE ELEVATIONS

A303 SECOND FLOOR ELEVATIONS

A304 THIRD FLOOR ELEVATIONS

A305 THIRD FLOOR ELEVATIONS

A500 DETAILS

A900 TYPICAL CONDITIONS PHOTOS

STEPHANIE RYDECKI, JOB CAPTAIN

118C

118D

105G

105F

105E105D 103J103H

103A 103

120A

121O

121M

121L

118G

121D 121E

121G

121H-1

121N

121F

121P

118E

104C

114E

114D

114C

105A

105C

105B

102B

118A

104B

118B

121J

106A

102A

103E

121C

121B

121A

102G

102F

102E

102D

117 113A

116C

EL4-01

ST5-01

104A

114A

114B

112B 112C

112D

106B

106C

106D

109A

109B

VP3-01

ST4-01

ST3-01

111A

111B

EL2-01

103F

103G

103B103C

110A

EL1-01

ST2-01

110B

101B

121H

119A

117A

115A

ST1-01

VP1-01

101A

116B

102C

100A

ST6-01

121K

115B

116A

EL3-01

114F

112A

24'-01 2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 25'-5"

'-4

'-4

'-0

'-9

'-9

'-8

'-2

M10040

M10039

M10038

M10037

M10036

M1004

M1003

ST6-M1

EL4-M1

M1014

M1013

M1015

M1016

ST2-M1

EL1-M1

M03A-1

M1012

EL2-M1

M05A

M1009

M1007

M07A

M07B

M07C

M07D

ST4-M1

M1001

EL3-M1

M1010

M1011

M1008

M07

M1018

M1022

M03A

M03B

M03C

M03D

M03E

M03F

M03

M05

24'-01 2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 25'-5"

'-4

'-4

'-0

'-9

'-9

'-8

'-2

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

FIRST FLOOR PLAN

NORTH

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

0 2' 4' 8'

MEZZANINE

NORTH

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

0 2' 4' 8'

A A301

A A302

A A300

223A

233D

233A

228D

228A

223B

215D

208F

224E

224G

205A

226A

226B

228B

216B

201A

201G

233C

208G

200A

224D

224H

224C

224B

224A

224F

215B

215A

215C

ST6-02

216A

228C

201C

201B

ST2-02

201K

EL1-02

201D

201E

201J

201H

ST8-02

234A

EL4-02

230A

230B

233B

214B

ST7-02

208D

208H

208A

208B

208C

ST3-02

EL2-02

205B

214A

205C

208E

EL3-02

24'-01 2" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 25'-5"

'-4

'-4

'-0

'-9

'-9

'-8

'-2

331A

322B

317A

309B

327C

330C-1

331B

331C

330A

331D

325B

327B

325A

327A

323A

301A

301B

301D

301C

EL1-03

305G

322A

320D

320C

320A

324A

320B

ST6-03

324B

EL4-03

315E

304A

305A

310A

317B

317D 317C 313B

313A

309A

308A

306D

306A

306C

306B

306E

EL2-03

304B-1

304B

304C

304A-1

305B305C

305D

305E

305F

320E

ST2-03ST1-03

ST3-03

ST4-03

EL3-03

319A

315A

330C

330B

330B-1

315B

315D

315C

22'-9" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-01 8" 21'-83

8"

'-7

'-7

'-0

'-9

'-9

'-8

'-0

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

SECOND FLOOR PLAN

NORTH

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

0 2' 4' 8'

THIRD FLOOR PLAN

NORTH

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

0 2' 4' 8'

A A303 A

A304

105G

105F

105E105D 103J103H

103A 103

105A

105C

105B

103E

109A

109B

VP3-01

ST4-01

ST3-01

111A

111B

EL2-01

103F

103G

103B103C

110A

EL1-01

ST2-01

110B

101B

ST1-01

VP1-01

101A

100A

1.31.1 1.11 1.111.1

1.1

1.11

1.4 1.1

1.1 1.1

1.1

1.111.111.11 1.1 1.11 1.3

1.11.1 1.9

1ST

FLOOR

BULLETIN

BULLETIN

1.1

1.1

1ST

FLOOR

DIRECTORY

103 105

DIRECTORY

1.11

1.1 1.3

1.11.1

1.1

1.111.1

1.1 1.1

1.1 1.11 1.1

1.1 1.11.11.1

1.81.11 1.1 1.11.6

1.11 1.11

1.1 1.1

1.101.10

1ST

FLOOR

1ST

FLOOR

1ST

FLOOR

1.1

1ST

FLOOR

1.1

1ST

FLOOR

1.1

1ST

FLOOR

1ST

FLOOR

1ST

FLOOR

1.9

1ST

FLOOR

SIDEWALK/STREET

LEVEL

SIDEWALK/STREET

LEVEL

1.1

SIDEWALK/STREET

LEVEL

1.1

SIDEWALK/STREET

LEVEL

1ST

FLOOR

110A

EL1-01

ST2-01

110B

101B

ST1-01

VP1-01

109B

VP3-01

ST4-01

ST3-01

111A

111B

EL2-01

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

A

FIRST FLOOR PLAN

1/16" = 1'-0"

NORTH

ELEVATION 01

1/8" = 1'-0" 2

ELEVATION 02

1/8" = 1'-0"

ELEVATION 03

1/8" = 1'-0"

ELEVATION 04

1/8" = 1'-0"

ELEVATION 05

1/8" = 1'-0" 6

ELEVATION 06

1/8" = 1'-0"

ELEVATION 07

1/8" = 1'-0" 8

ELEVATION 08

1/8" = 1'-0" 9

ELEVATION 09

1/8" = 1'-0" 10

ELEVATION 10

1/8" = 1'-0" 11

ELEVATION 11

1/8" = 1'-0" 12

ELEVATION 12

1/8" = 1'-0" 13

ELEVATION 13

1/8" = 1'-0" 14

ELEVATION 14

1/8" = 1'-0"

GENERAL NOTES:

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.

4. ANY WORK WITHIN OCCUPIED SPACES WILL NEED TO BE COMPLETED

DURING UNOCCUPIED HOURS, OR COORDINATED WITH THE AGENCY

/ COR. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING

SPECIFIC WORK RESTRICTIONS - SEE SPEC SECTION 01 14 00 WORK

RESTRICTIONS SUMMARY FOR MORE INFORMATION.

5. CONTRACTOR SHALL REPAIR ALL EXISTING MATERIALS, SURFACES,

CURBS, PAVING, WALKS AND OTHER BUILDING AND SITE ITEMS CUT

OR DAMAGED DURING CONSTRUCTION.

6. CONTRACTOR SHALL CONFINE OPERATIONS TO WITHIN THE

DISTURBED LIMITS.

7. ALL SALVAGED MATERIALS ARE TO BE CAREFULLY DOCUMENTED,

REMOVED, LABELED AND TRANSFERRED TO THE RESTORATION

CONTRACTOR'S FACILITY PER SPECIFICATION SECTION 01 35 10,

HISTORIC TREATMENT PROCEDURES.

8. ALL BUILDING ELEMENTS NOT IN SCOPE OF WORK ARE EXISTING TO

REMAIN, UNLESS NOTED OTHERWISE, AND SHALL BE PROTECTED

FROM DAMAGE DURING ALL DEMOLITION AND CONSTRUCTION

ACTIVITIES.

9. VERIFY WITH PROPERTY MANAGEMENT PRIOR TO DISCARDING ANY

REMOVED MATERIALS AND ELEMENTS.

10. ALL JOINTS BETWEEN MARBLE PANELS ARE TO BE REPOINTED 100%.

11. ALL MARBLE PANELING IS TO BE CLEANED PER SPECIFICATION

SECTION 04 01 40.

12. FURTHER STRUCTURAL INVESTIGATION OUTSIDE THE SCOPE OF THIS

PROJECT IS RECOMMENDED AT THE WINDOW HEADS OF THE

TRANSOMS OF THE TWO ENTRIES ON THE WEST SIDE OF THE

BUILDING.

GENERAL KEY NOTES:

1.1. PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK.

1.2. NOT USED.

1.3. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE PANEL. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH.

1.4. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE BASE. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH

1.5. REMOVE AND RESET LOOSE MARBLE PANEL.

1.6. NOT USED.

1.7. REMOVE ADHESIVE MATERIAL FROM EXPOSED

SURFACE OF MARBLE.

1.8. REMOVE AND RESET LOOSE BROKEN MARBLE

PIECE. RESET WITH EPOXY.

1.9. EXISTING CHIP IN MARBLE PANEL. NO WORK.

1.10.PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK AT SILL.

1.11.EXISTING PATCH IN MARBLE. NO WORK.

B

ENLARGED NORTH END

1/8" = 1'-0"

NORTH

C

ENLARGED SOUTH END

1/8" = 1'-0"

NORTH

A300

A300 8

A300

A300 5

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

0 4' 8' 16'

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

0 4' 8' 16'

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

B A300

C A300

1ST FLOOR REPAIR QUANTITIES (A300 AND A301 COMBINED):

1.1 EPOXY REPAIRS AT CRACKS: 195 L.F.

1.3, 1.4 PATCH HOLES: 1 S.F.

1.5 MARBLE PANEL RESET: 2 S.F.

1.7 REMOVE ADHESIVE: 32 S.F.

1.8 RESET BROKEN PIECES: 5 S.F.

MATERIAL LEGEND

MARBLE PANELS

MARBLE BASE

LOOSE PANEL

ADHESIVE AREA

105G

105F

105E105D 103J103H

103A 103

105A

105C

105B

103E

109A

109B

VP3-01

ST4-01

ST3-01

111A

111B

EL2-01

103F

103G

103B103C

110A

EL1-01

ST2-01

110B

101B

ST1-01

VP1-01

101A

100A

1.1

1.1

1ST

FLOOR

SIDEWALK/STREET

LEVEL

1.1

1.1

SIDEWALK/STREET

LEVEL

1ST

FLOOR

1.1

1.1

1.1

1.1

FINISHED

FLOOR

1.1 1.1

1.1

1ST

FLOOR

SIDEWALK/STREET

LEVEL

1.1

1.1

SIDEWALK/STREET

LEVEL

1.5

1.1

1.1

SIDEWALK/STREET

LEVEL

1.1

1.7

1.1

1.1

SIDEWALK/STREET

LEVEL

1.1

1.1

1.8

1.1

1.1

1.1

SIDEWALK/STREET

LEVEL

1.1

1ST

FLOOR

1.7

1.8

1.1 1.1

1.1

1.3

1.1

1ST

FLOOR

STAIR

LANDING

1ST

FLOOR

1.1

1.11

1.11.7

1.8

1.1

1ST

FLOOR

STAIR

LANDING

1.1

1ST

FLOOR

1.1 1.7

1ST

FLOOR

STAIR

LANDING

1ST

FLOOR

1.7

1.1 1.8 1.3

1ST

FLOOR

STAIR

LANDING

1.8

1.1

SIDEWALK/STREET

LEVEL

1.1

SIDEWALK/STREET

LEVEL

1.1

1.1

SIDEWALK/STREET

LEVEL

1.91.8

1.1

1.1

SIDEWALK/STREET

LEVEL

110A

EL1-01

ST2-01

110B

101B

ST1-01

VP1-01

109B

VP3-01

ST4-01

ST3-01

111A

111B

EL2-01

1ST

FLOOR

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

A

FIRST FLOOR PLAN

1/16" = 1'-0"

NORTH

ELEVATION 19

1/8" = 1'-0" 20

ELEVATION 20

1/8" = 1'-0" 21

ELEVATION 21

1/8" = 1'-0" 22

ELEVATION 22

1/8" = 1'-0"

ELEVATION 23

1/8" = 1'-0" 24

ELEVATION 24

1/8" = 1'-0" 25

ELEVATION 25

1/8" = 1'-0" 26

ELEVATION 26

1/8" = 1'-0" 27

ELEVATION 27

1/8" = 1'-0" 28

ELEVATION 28

1/8" = 1'-0" 29

ELEVATION 29

1/8" = 1'-0" 30

ELEVATION 30

1/8" = 1'-0"

ELEVATION 31

1/8" = 1'-0" 32

ELEVATION 32

1/8" = 1'-0" 33

ELEVATION 33

1/8" = 1'-0" 34

ELEVATION 34

1/8" = 1'-0"

ELEVATION 15

1/8" = 1'-0" 16

ELEVATION 16

1/8" = 1'-0" 17

ELEVATION 17

1/8" = 1'-0" 18

ELEVATION 18

1/8" = 1'-0"

B

ENLARGED NORTH END

1/8" = 1'-0"

NORTH

C

ENLARGED SOUTH END

1/8" = 1'-0"

NORTH

A301

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

0 4' 8' 16'

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

0 4' 8' 16'

B A301 C

A301

A301

A301

A301

A301

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

GENERAL NOTES:

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.

4. ANY WORK WITHIN OCCUPIED SPACES WILL NEED TO BE COMPLETED

DURING UNOCCUPIED HOURS, OR COORDINATED WITH THE AGENCY

/ COR. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING

SPECIFIC WORK RESTRICTIONS - SEE SPEC SECTION 01 14 00 WORK

RESTRICTIONS SUMMARY FOR MORE INFORMATION.

5. CONTRACTOR SHALL REPAIR ALL EXISTING MATERIALS, SURFACES,

CURBS, PAVING, WALKS AND OTHER BUILDING AND SITE ITEMS CUT

OR DAMAGED DURING CONSTRUCTION.

6. CONTRACTOR SHALL CONFINE OPERATIONS TO WITHIN THE

DISTURBED LIMITS.

7. ALL SALVAGED MATERIALS ARE TO BE CAREFULLY DOCUMENTED,

REMOVED, LABELED AND TRANSFERRED TO THE RESTORATION

CONTRACTOR'S FACILITY PER SPECIFICATION SECTION 01 35 10,

HISTORIC TREATMENT PROCEDURES.

8. ALL BUILDING ELEMENTS NOT IN SCOPE OF WORK ARE EXISTING TO

REMAIN, UNLESS NOTED OTHERWISE, AND SHALL BE PROTECTED

FROM DAMAGE DURING ALL DEMOLITION AND CONSTRUCTION

ACTIVITIES.

9. VERIFY WITH PROPERTY MANAGEMENT PRIOR TO DISCARDING ANY

REMOVED MATERIALS AND ELEMENTS.

10. ALL JOINTS BETWEEN MARBLE PANELS ARE TO BE REPOINTED 100%.

11. ALL MARBLE PANELING IS TO BE CLEANED PER SPECIFICATION

SECTION 04 01 40.

12. FURTHER STRUCTURAL INVESTIGATION OUTSIDE THE SCOPE OF THIS

PROJECT IS RECOMMENDED AT THE WINDOW HEADS OF THE

TRANSOMS OF THE TWO ENTRIES ON THE WEST SIDE OF THE

BUILDING.

GENERAL KEY NOTES:

1.1. PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK.

1.2. NOT USED.

1.3. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE PANEL. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH.

1.4. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE BASE. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH

1.5. REMOVE AND RESET LOOSE MARBLE PANEL.

1.6. NOT USED.

1.7. REMOVE ADHESIVE MATERIAL FROM EXPOSED

SURFACE OF MARBLE.

1.8. REMOVE AND RESET LOOSE BROKEN MARBLE

PIECE. RESET WITH EPOXY.

1.9. EXISTING CHIP IN MARBLE PANEL. NO WORK.

1.10.PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK AT SILL.

1.11.EXISTING PATCH IN MARBLE. NO WORK.

A30135

ELEVATION 35

1/8" = 1'-0"

1ST FLOOR REPAIR QUANTITIES (A300 AND A301 COMBINED):

1.1 EPOXY REPAIRS AT CRACKS: 195 L.F.

1.3, 1.4 PATCH HOLES: 1 S.F.

1.5 MARBLE PANEL RESET: 2 S.F.

1.7 REMOVE ADHESIVE: 32 S.F.

1.8 RESET BROKEN PIECES: 5 S.F.

MATERIAL LEGEND

MARBLE PANELS

MARBLE BASE

M10040

M1004

M1003

M1014

M1013

M1015

M1016

ST2-M1

EL1-M1

M03A-1

M1012

EL2-M1

M05A

M1009

M1007

M07A

M07B

M07C

M07D

ST4-M1

M1010

M1011

M1008

M07

M1018

M1022

M03A

M03B

M03C

M03D

M03E

M03F

M03

M05

1.1

1.111.1

1.1

1.1

1.1

1.3 1.1

1.1

1.1 1.3

1.8

MEZZANINE

FLOOR

M03 M03F M03E M03BM03CM03DM05

1.1 1.1 1.1

1.1

1.1 1.1 1.1

1.5

1.1

MEZZANINE

LEVEL

1.1

MEZZANINE

FLOOR

1.5 1.1

1.1 1.1

1.5

MEZZANINE

FLOOR

MEZZANINE

FLOOR

1.1

MEZZANINE

LEVEL

MEZZANINE

FLOOR

MEZZANINE

FLOOR

STAIR

LANDING

1.5

1.1 1.1

1.1

MEZZANINE

LEVEL

STAIR

LANDING

1.1

STAIR

LANDING

MEZZANINE

FLOOR

STAIR

LANDING

1.1

MEZZANINE

FLOOR

MEZZANINE

LEVEL

STAIR

LANDING

1.1

MEZZANINE

FLOOR

MEZZANINE

LEVEL

STAIR

LANDING

1.1

1.1

MEZZANINE

LEVEL

STAIR

LANDING

1.1

1.1

1.8

MEZZANINE

FLOOR

STAIR

LANDING

STAIR

LANDING

1.1

STAIR

LANDING

M1015

M1016

ST2-M1

EL1-M1

M03A-1

M1018

M03A

M03B

M10040

EL2-M1

M05A

M07C

M07D

ST4-M1

M1010

M1011

M07

M05

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

A

MEZZANINE

1/16" = 1'-0"

NORTH

ELEVATION 02

1/8" = 1'-0" 4

ELEVATION 04

1/8" = 1'-0" 5

ELEVATION 05

1/8" = 1'-0" 6

ELEVATION 06

1/8" = 1'-0" 7

ELEVATION 07

1/8" = 1'-0" 8

ELEVATION 08

1/8" = 1'-0" 9

ELEVATION 09

1/8" = 1'-0" 10

ELEVATION 10

1/8" = 1'-0"

ELEVATION 01

1/8" = 1'-0" 3

ELEVATION 3

1/8" = 1'-0"

ELEVATION 11

1/8" = 1'-0" 12

ELEVATION 12

1/8" = 1'-0" 13

ELEVATION 13

1/8" = 1'-0" 14

ELEVATION 14

1/8" = 1'-0" 15

ELEVATION 15

1/8" = 1'-0" 16

ELEVATION 16

1/8" = 1'-0" 17

ELEVATION 17

1/8" = 1'-0" 18

ELEVATION 18

1/8" = 1'-0"

ELEVATION 19

1/8" = 1'-0"

B

ENLARGED NORTH END

1/8" = 1'-0"

NORTH

C

ENLARGED SOUTH END

1/8" = 1'-0"

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

0 4' 8' 16'

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

0 4' 8' 16'

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

B A302

C A302

A302

A302

A302 1617

A302

A302

A302

A30211

A302

GENERAL NOTES:

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.

4. ANY WORK WITHIN OCCUPIED SPACES WILL NEED TO BE COMPLETED

DURING UNOCCUPIED HOURS, OR COORDINATED WITH THE AGENCY

/ COR. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING

SPECIFIC WORK RESTRICTIONS - SEE SPEC SECTION 01 14 00 WORK

RESTRICTIONS SUMMARY FOR MORE INFORMATION.

5. CONTRACTOR SHALL REPAIR ALL EXISTING MATERIALS, SURFACES,

CURBS, PAVING, WALKS AND OTHER BUILDING AND SITE ITEMS CUT

OR DAMAGED DURING CONSTRUCTION.

6. CONTRACTOR SHALL CONFINE OPERATIONS TO WITHIN THE

DISTURBED LIMITS.

7. ALL SALVAGED MATERIALS ARE TO BE CAREFULLY DOCUMENTED,

REMOVED, LABELED AND TRANSFERRED TO THE RESTORATION

CONTRACTOR'S FACILITY PER SPECIFICATION SECTION 01 35 10,

HISTORIC TREATMENT PROCEDURES.

8. ALL BUILDING ELEMENTS NOT IN SCOPE OF WORK ARE EXISTING TO

REMAIN, UNLESS NOTED OTHERWISE, AND SHALL BE PROTECTED

FROM DAMAGE DURING ALL DEMOLITION AND CONSTRUCTION

ACTIVITIES.

9. VERIFY WITH PROPERTY MANAGEMENT PRIOR TO DISCARDING ANY

REMOVED MATERIALS AND ELEMENTS.

10. ALL JOINTS BETWEEN MARBLE PANELS ARE TO BE REPOINTED 100%.

11. ALL MARBLE PANELING IS TO BE CLEANED PER SPECIFICATION

SECTION 04 01 40.

12. FURTHER STRUCTURAL INVESTIGATION OUTSIDE THE SCOPE OF THIS

PROJECT IS RECOMMENDED AT THE WINDOW HEADS OF THE

TRANSOMS OF THE TWO ENTRIES ON THE WEST SIDE OF THE

BUILDING.

GENERAL KEY NOTES:

1.1. PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK.

1.2. NOT USED.

1.3. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE PANEL. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH.

1.4. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE BASE. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH

1.5. REMOVE AND RESET LOOSE MARBLE PANEL.

1.6. NOT USED.

1.7. REMOVE ADHESIVE MATERIAL FROM EXPOSED

SURFACE OF MARBLE.

1.8. REMOVE AND RESET LOOSE BROKEN MARBLE

PIECE. RESET WITH EPOXY.

1.9. EXISTING CHIP IN MARBLE PANEL. NO WORK.

1.10.PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK AT SILL.

1.11.EXISTING PATCH IN MARBLE. NO WORK.

MEZZANINE REPAIR QUANTITIES (A302):

1.1 EPOXY REPAIRS AT CRACKS: 48 L.F.

1.3, 1.4 PATCH HOLES: 0 S.F.

1.5 MARBLE PANEL RESET: 26 S.F.

1.7 REMOVE ADHESIVE: 0 S.F.

1.8 RESET BROKEN PIECES: 1 S.F.

MATERIAL LEGEND

MARBLE PANELS

MARBLE BASE

208F

205A

201A

201G

200A

201C

201B

ST2-02

201K

EL1-02

201D

201E

201J

201H

ST8-02

234A

ST7-02

208D

208H

208A

208B

208C

ST3-02

EL2-02

205B

205C

208E

1.1 1.5 1.51.9

1.11.1 1.1

1.1

1.1 1.1 1.1

2ND

FLOOR

204 202203

1.1 1.1 1.8

OTHER SIDE

1.1

OTHER SIDE

1.1 1.1

1.9

1.1

1.1

1.1 1.11.1 1.1 1.1

1.1

2ND

FLOOR

2ND

FLOOR

2ND

FLOOR

1.1

MEZZANINE

FLOOR

STAIR

LANDING

1.1

STAIR

LANDING

2ND

FLOOR

STAIR

LANDING

STAIR

LANDING

MEZZANINE

LEVEL

1.1

2ND

FLOOR

STAIR

LANDING

1.1

STAIR

LANDING

2ND

FLOOR

2ND

FLOOR

2ND

FLOOR

STAIR

LANDING 1.1

2ND

FLOOR

1.1STAIR

LANDING

2ND

FLOOR

1.1

1.1 2ND

FLOOR

STAIR

LANDING

1.1

STAIR

LANDING

2ND

FLOOR

1.1

STAIR

LANDING

STAIR

LANDING

2ND

FLOOR

1.1

MEZZANINE

FLOOR

STAIR

LANDING

REMOVED FOR

INVESTIGATION

1.7

1.7

1.7

1.1

1.5

1.1

1.1

STAIR

LANDING

MEZZANINE

LEVEL

201A

201G

201B

ST2-02

201K

EL1-02

201D

201E

201J

205A

208C

ST3-02

EL2-02

205B

205C

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

A

SECOND FLOOR

1/16" = 1'-0"

NORTH

ELEVATION 09

1/8" = 1'-0" 10

ELEVATION 10

1/8" = 1'-0" 11

ELEVATION 11

1/8" = 1'-0" 12

ELEVATION 12

1/8" = 1'-0" 13

ELEVATION 13

1/8" = 1'-0" 14

ELEVATION 14

1/8" = 1'-0" 15

ELEVATION 15

1/8" = 1'-0" 16

ELEVATION 16

1/8" = 1'-0"

ELEVATION 01

1/8" = 1'-0"

ELEVATION 03

1/8" = 1'-0"

ELEVATION 02

1/8" = 1'-0" 4

ELEVATION 04

1/8" = 1'-0" 5

ELEVATION 05

1/8" = 1'-0"

ELEVATION 06

1/8" = 1'-0" 7

ELEVATION 07

1/8" = 1'-0" 8

ELEVATION 08

1/8" = 1'-0"

ELEVATION 17

1/8" = 1'-0" 18

ELEVATION 18

1/8" = 1'-0" 19

ELEVATION 19

1/8" = 1'-0" 20

ELEVATION 20

1/8" = 1'-0"

B

ENLARGED NORTH END

1/8" = 1'-0"

NORTH

C

ENLARGED SOUTH END

1/8" = 1'-0"

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

0 4' 8' 16'

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

0 4' 8' 16'

A303

A303 2019

A303

A303

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

A303 1615

A303

A303 109

A303

A303 65

B A303

C A303

GENERAL NOTES:

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.

4. ANY WORK WITHIN OCCUPIED SPACES WILL NEED TO BE COMPLETED

DURING UNOCCUPIED HOURS, OR COORDINATED WITH THE AGENCY

/ COR. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING

SPECIFIC WORK RESTRICTIONS - SEE SPEC SECTION 01 14 00 WORK

RESTRICTIONS SUMMARY FOR MORE INFORMATION.

5. CONTRACTOR SHALL REPAIR ALL EXISTING MATERIALS, SURFACES,

CURBS, PAVING, WALKS AND OTHER BUILDING AND SITE ITEMS CUT

OR DAMAGED DURING CONSTRUCTION.

6. CONTRACTOR SHALL CONFINE OPERATIONS TO WITHIN THE

DISTURBED LIMITS.

7. ALL SALVAGED MATERIALS ARE TO BE CAREFULLY DOCUMENTED,

REMOVED, LABELED AND TRANSFERRED TO THE RESTORATION

CONTRACTOR'S FACILITY PER SPECIFICATION SECTION 01 35 10,

HISTORIC TREATMENT PROCEDURES.

8. ALL BUILDING ELEMENTS NOT IN SCOPE OF WORK ARE EXISTING TO

REMAIN, UNLESS NOTED OTHERWISE, AND SHALL BE PROTECTED

FROM DAMAGE DURING ALL DEMOLITION AND CONSTRUCTION

ACTIVITIES.

9. VERIFY WITH PROPERTY MANAGEMENT PRIOR TO DISCARDING ANY

REMOVED MATERIALS AND ELEMENTS.

10. ALL JOINTS BETWEEN MARBLE PANELS ARE TO BE REPOINTED 100%.

11. ALL MARBLE PANELING IS TO BE CLEANED PER SPECIFICATION

SECTION 04 01 40.

12. FURTHER STRUCTURAL INVESTIGATION OUTSIDE THE SCOPE OF THIS

PROJECT IS RECOMMENDED AT THE WINDOW HEADS OF THE

TRANSOMS OF THE TWO ENTRIES ON THE WEST SIDE OF THE

BUILDING.

GENERAL KEY NOTES:

1.1. PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK.

1.2. NOT USED.

1.3. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE PANEL. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH.

1.4. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE BASE. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH

1.5. REMOVE AND RESET LOOSE MARBLE PANEL.

1.6. NOT USED.

1.7. REMOVE ADHESIVE MATERIAL FROM EXPOSED

SURFACE OF MARBLE.

1.8. REMOVE AND RESET LOOSE BROKEN MARBLE

PIECE. RESET WITH EPOXY.

1.9. EXISTING CHIP IN MARBLE PANEL. NO WORK.

1.10.PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK AT SILL.

1.11.EXISTING PATCH IN MARBLE. NO WORK.

2ND FLOOR REPAIR QUANTITIES (A303):

1.1 EPOXY REPAIRS AT CRACKS: 48 L.F.

1.3, 1.4 PATCH HOLES: 0 S.F.

1.5 MARBLE PANEL RESET: 13 S.F.

1.7 REMOVE ADHESIVE: 9 S.F.

1.8 RESET BROKEN PIECES: 1 S.F.

MATERIAL LEGEND

MARBLE PANELS

MARBLE BASE

309B

301A

301B

301D

301C

EL1-03

305G

320D

320C

320A

320B

304A

305A

309A

308A

306D

306A

306C

306B

306E

EL2-03

304B-1

304B

304C

304A-1

305B305C

305D

305E

305F

320E

ST2-03ST1-03

ST3-03

ST4-03

WOMEN MEN309307307

1.1 1.1 1.1

1.1

1.1

1.1

1.1 1.1

1.11.1

1.1

1.10 1.101.7

1.1 1.1 1.11.1 1.1

3RD

FLOOR

1.1

1.11.1 1.1

1.1

1.11.11.9

1.11.1

1.5 1.1

1.5

1.1

1.11.1

1.1

2ND

FLOOR

1.1

3RD

FLOOR

1.1

3RD

FLOOR

3RD

FLOOR

1.1

1.11.1

2ND

FLOOR

1.11.3

1.1

2ND

FLOOR

2ND

FLOOR

1.1

3RD

FLOOR

1.1

1.1 1.1

3RD

FLOOR

1.9

1.1

1.1

1.8

STAIR

LANDING

2ND

FLOOR

1.1

STAIR

LANDING

2ND

FLOOR

1.8 1.1

1.9

STAIR

LANDING

1.1

3RD

FLOOR

1.1 1.8

1.1

STAIR

LANDING

3RD

FLOOR

1.1

3RD

FLOOR

1.1

3RD

FLOOR

1.1

1.1

1.1

1.1

STAIR

LANDING

3RD

FLOOR

1.5

1.5 1.1

STAIR

LANDING

1.1

STAIR

LANDING

1.1

STAIR

LANDING

2ND

FLOOR

1.1

1.1

STAIR

LANDING

2ND

FLOOR

3RD

FLOOR

STAIR

LANDING

STAIR

LANDING

3RD

FLOOR

301B

301D

301C

EL1-03

305G

305E

305F

ST2-03ST1-03

306C

306B

306E

EL2-03

304B-1

304B

ST3-03

ST4-03

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

A

THIRD FLOOR

1/16" = 1'-0"

NORTH

ELEVATION 08

1/8" = 1'-0"

ELEVATION 09

1/8" = 1'-0" 10

ELEVATION 10

1/8" = 1'-0" 11

ELEVATION 11

1/8" = 1'-0" 12

ELEVATION 12

1/8" = 1'-0" 13

ELEVATION 13

1/8" = 1'-0" 14

ELEVATION 14

1/8" = 1'-0" 15

ELEVATION 15

1/8" = 1'-0"

ELEVATION 01

1/8" = 1'-0"

ELEVATION 03

1/8" = 1'-0"

ELEVATION 04

1/8" = 1'-0"2

ELEVATION 02

1/8" = 1'-0" 5

ELEVATION 05

1/8" = 1'-0"

ELEVATION 06

1/8" = 1'-0" 7

ELEVATION 07

1/8" = 1'-0"

ELEVATION 16

1/8" = 1'-0"

ELEVATION 17

1/8" = 1'-0" 18

ELEVATION 18

1/8" = 1'-0" 19

ELEVATION 19

1/8" = 1'-0" 20

ELEVATION 20

1/8" = 1'-0" 21

ELEVATION 21

1/8" = 1'-0" 22

ELEVATION 22

1/8" = 1'-0" 23

ELEVATION 23

1/8" = 1'-0" 24

ELEVATION 24

1/8" = 1'-0"

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

B

ENLARGED NORTH END

1/8" = 1'-0"

NORTH

C

ENLARGED SOUTH END

1/8" = 1'-0"

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

0 4' 8' 16'

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

0 4' 8' 16'

B A304

C A304

A304

A304 910 A304 78 A3046

A304 5

A304

A304 1918

A304 2221 A304

A304 1211

A304 1514

A304

A304

GENERAL NOTES:

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.

4. ANY WORK WITHIN OCCUPIED SPACES WILL NEED TO BE COMPLETED

DURING UNOCCUPIED HOURS, OR COORDINATED WITH THE AGENCY

/ COR. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING

SPECIFIC WORK RESTRICTIONS - SEE SPEC SECTION 01 14 00 WORK

RESTRICTIONS SUMMARY FOR MORE INFORMATION.

5. CONTRACTOR SHALL REPAIR ALL EXISTING MATERIALS, SURFACES,

CURBS, PAVING, WALKS AND OTHER BUILDING AND SITE ITEMS CUT

OR DAMAGED DURING CONSTRUCTION.

6. CONTRACTOR SHALL CONFINE OPERATIONS TO WITHIN THE

DISTURBED LIMITS.

7. ALL SALVAGED MATERIALS ARE TO BE CAREFULLY DOCUMENTED,

REMOVED, LABELED AND TRANSFERRED TO THE RESTORATION

CONTRACTOR'S FACILITY PER SPECIFICATION SECTION 01 35 10,

HISTORIC TREATMENT PROCEDURES.

8. ALL BUILDING ELEMENTS NOT IN SCOPE OF WORK ARE EXISTING TO

REMAIN, UNLESS NOTED OTHERWISE, AND SHALL BE PROTECTED

FROM DAMAGE DURING ALL DEMOLITION AND CONSTRUCTION

ACTIVITIES.

9. VERIFY WITH PROPERTY MANAGEMENT PRIOR TO DISCARDING ANY

REMOVED MATERIALS AND ELEMENTS.

10. ALL JOINTS BETWEEN MARBLE PANELS ARE TO BE REPOINTED 100%.

11. ALL MARBLE PANELING IS TO BE CLEANED PER SPECIFICATION

SECTION 04 01 40.

12. FURTHER STRUCTURAL INVESTIGATION OUTSIDE THE SCOPE OF THIS

PROJECT IS RECOMMENDED AT THE WINDOW HEADS OF THE

TRANSOMS OF THE TWO ENTRIES ON THE WEST SIDE OF THE

BUILDING.

GENERAL KEY NOTES:

1.1. PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK.

1.2. NOT USED.

1.3. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE PANEL. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH.

1.4. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE BASE. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH

1.5. REMOVE AND RESET LOOSE MARBLE PANEL.

1.6. NOT USED.

1.7. REMOVE ADHESIVE MATERIAL FROM EXPOSED

SURFACE OF MARBLE.

1.8. REMOVE AND RESET LOOSE BROKEN MARBLE

PIECE. RESET WITH EPOXY.

1.9. EXISTING CHIP IN MARBLE PANEL. NO WORK.

1.10.PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK AT SILL.

1.11.EXISTING PATCH IN MARBLE. NO WORK.

3RD FLOOR REPAIR QUANTITIES (A304 AND A305 COMBINED):

1.1 EPOXY REPAIRS AT CRACKS: 98 L.F.

1.3, 1.4 PATCH HOLES: 1 S.F.

1.5 MARBLE PANEL RESET: 26 S.F.

1.7 REMOVE ADHESIVE: 1 S.F.

1.8 RESET BROKEN PIECES: 5 S.F.

MATERIAL LEGEND

MARBLE PANELS

MARBLE BASE

LOOSE PANEL

331A

322B

317A

309B

327C

330C-1

331B

331C

330A

331D

325B

327B

325A

327A

323A

301A

301B

301D

301C

EL1-03

305G

322A

320D

320C

320A

324A

320B

ST6-03

324B

EL4-03

315E

304A

305A

310A

317B

317D 317C 313B

313A

309A

308A

306D

306A

306C

306B

306E

EL2-03

304B-1

304B

304C

304A-1

305B305C

305D

305E

305F

320E

ST2-03ST1-03

ST3-03

ST4-03

EL3-03

319A

315A

330C

330B

330B-1

315B

315D

315C

1.1

3RD

FLOOR

324 322

1.1 1.1

1.3

1.51.1 1.1 1.1

3RD

FLOOR

323 325301

1.1

1.1

3RD

FLOOR

3RD

FLOOR

1.1 1.1

3RD

FLOOR

1.1

3RD

FLOOR

1.8

1.11.8

1.1

3RD

FLOOR

1.1 1.1

1.8

1.1 1.1 1.5

1.8

1.5 1.1

318 316316316

1.1

1.1

1.1

1.1

1.1 1.1

3RD

FLOOR

1.1

3RD

FLOOR

1.1

1.3

1.1

1.3

1.1 1.1 1.1 1.8

1.1

3RD

FLOOR

1.5

1.1

3RD

FLOOR

1.1

1.1

1.5

1.1

1.1 1.1

3RD

FLOOR

1.1

1.1

3RD

FLOOR

1.1

3RD

FLOOR

1.5 1.1

1.11.1

1.1

3RD

FLOOR

3RD

FLOOR

3RD

FLOOR

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

A

THIRD FLOOR

1/16" = 1'-0"

NORTH

ELEVATION 25

1/8" = 1'-0" 26

ELEVATION 26

1/8" = 1'-0"

ELEVATION 27

1/8" = 1'-0" 28

ELEVATION 28

1/8" = 1'-0"

ELEVATION 29

1/8" = 1'-0" 30

ELEVATION 30

1/8" = 1'-0" 31

ELEVATION 31

1/8" = 1'-0" 32

ELEVATION 32

1/8" = 1'-0"

ELEVATION 33

1/8" = 1'-0" 34

ELEVATION 34

1/8" = 1'-0" 35

ELEVATION 35

1/8" = 1'-0" 36

ELEVATION 36

1/8" = 1'-0"

ELEVATION 37

1/8" = 1'-0" 38

ELEVATION 38

1/8" = 1'-0" 39

ELEVATION 39

1/8" = 1'-0"

ELEVATION 40

1/8" = 1'-0" 41

ELEVATION 41

1/8" = 1'-0"

SCALE: 1/16" = 1'-0"

0 8' 16' 32'

A305

A305 39

A305

38A305

A305

A305

GENERAL NOTES:

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.

4. ANY WORK WITHIN OCCUPIED SPACES WILL NEED TO BE COMPLETED

DURING UNOCCUPIED HOURS, OR COORDINATED WITH THE AGENCY

/ COR. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING

SPECIFIC WORK RESTRICTIONS - SEE SPEC SECTION 01 14 00 WORK

RESTRICTIONS SUMMARY FOR MORE INFORMATION.

5. CONTRACTOR SHALL REPAIR ALL EXISTING MATERIALS, SURFACES,

CURBS, PAVING, WALKS AND OTHER BUILDING AND SITE ITEMS CUT

OR DAMAGED DURING CONSTRUCTION.

6. CONTRACTOR SHALL CONFINE OPERATIONS TO WITHIN THE

DISTURBED LIMITS.

7. ALL SALVAGED MATERIALS ARE TO BE CAREFULLY DOCUMENTED,

REMOVED, LABELED AND TRANSFERRED TO THE RESTORATION

CONTRACTOR'S FACILITY PER SPECIFICATION SECTION 01 35 10,

HISTORIC TREATMENT PROCEDURES.

8. ALL BUILDING ELEMENTS NOT IN SCOPE OF WORK ARE EXISTING TO

REMAIN, UNLESS NOTED OTHERWISE, AND SHALL BE PROTECTED

FROM DAMAGE DURING ALL DEMOLITION AND CONSTRUCTION

ACTIVITIES.

9. VERIFY WITH PROPERTY MANAGEMENT PRIOR TO DISCARDING ANY

REMOVED MATERIALS AND ELEMENTS.

10. ALL JOINTS BETWEEN MARBLE PANELS ARE TO BE REPOINTED 100%.

11. ALL MARBLE PANELING IS TO BE CLEANED PER SPECIFICATION

SECTION 04 01 40.

12. FURTHER STRUCTURAL INVESTIGATION OUTSIDE THE SCOPE OF THIS

PROJECT IS RECOMMENDED AT THE WINDOW HEADS OF THE

TRANSOMS OF THE TWO ENTRIES ON THE WEST SIDE OF THE

BUILDING.

GENERAL KEY NOTES:

1.1. PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK.

1.2. NOT USED.

1.3. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE PANEL. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH.

1.4. PROVIDE MORTAR PATCH AT HOLE IN

EXISTING MARBLE BASE. PATCH IS TO MATCH

EXISTING ADJACENT SURFACE OF MARBLE IN

COLOR, GRAIN, AND FINISH

1.5. REMOVE AND RESET LOOSE MARBLE PANEL.

1.6. NOT USED.

1.7. REMOVE ADHESIVE MATERIAL FROM EXPOSED

SURFACE OF MARBLE.

1.8. REMOVE AND RESET LOOSE BROKEN MARBLE

PIECE. RESET WITH EPOXY.

1.9. EXISTING CHIP IN MARBLE PANEL. NO WORK.

1.10.PROVIDE EPOXY INJECTION REPAIR AT

EXISTING CRACK AT SILL.

1.11.EXISTING PATCH IN MARBLE. NO WORK.

3RD FLOOR REPAIR QUANTITIES (A304 AND A305 COMBINED):

1.1 EPOXY REPAIRS AT CRACKS: 98 L.F.

1.3, 1.4 PATCH HOLES: 1 S.F.

1.5 MARBLE PANEL RESET: 26 S.F.

1.7 REMOVE ADHESIVE: 1 S.F.

1.8 RESET BROKEN PIECES: 5 S.F.

MATERIAL LEGEND

MARBLE PANELS

MARBLE BASE

EXISTING WALL

SELF-DRILLING,

SELF-TAPING SCREW

MORTAR SPOTS

STAINLESS STEEL

WIPE ANCHOR

RESET STONE

PANEL

PROVIDE GROUT AT

JOINT BETWEEN

PANELS.

EXISTING WALL

S.S. WIRE ANCHOR

RESET STONE

PANEL

MORTAR SPOT

"U" CRAMP

MORTAR SPOTS

RESET STONE

PANEL AT CORNER

S.S. WIRE ANCHOR

EXISTING WALL

PROVIDE GROUT AT

JOINT BETWEEN

PANELS.

S.S. WIRE ANCHOR

MORTAR SPOTS

EXISTING. WALL

S.S. WIRE ANCHOR

RESET STONE

PANEL AT CORNER

PROVIDE GROUT AT

JOINT BETWEEN

PANELS.

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

WIRE ANCHORED TO EXISTING WALL SECTION

6" = 1'-0"

WIRE ANCHOR IN MASONRY SECTION

6" = 1'-0"

MITER JOINT EXTERNAL CORNER PLAN VIEW

6" = 1'-0"

BUTT JOINT INTERNAL CORNER PLAN VIEW

6" = 1'-0"

SCALE:6" = 1'-0"

0 1-1/2" 3"

SCALE:6" = 1'-0"

0 1-1/2" 3"

SCALE:6" = 1'-0"

0 1-1/2" 3"

SCALE:6" = 1'-0"

0 1-1/2" 3"

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

DRAWING NO.

FILE NAME

CHECKED BY

DRAWN BY

PROJECT NO.

DESCRIPTION

PROJECT

BUILDING NOs.

BUILDING NO.

CITY/ST./ZIP

FLOOR NO.

DRAWING TITLE

DR

AW

IN

G

TYPE

PJ

CT

BU

ILD

IN

G

OTHER

NAME

STREET

SHEET OF

204 S. MAIN STREET

SOUTH BEND, IN 46601

DATE :

SHEET SIZE:

MARK DESCRIPTION

REVISION

DATE

IN0096ZZ

ROBERT A. GRANT FEDERAL

BUILDING & U.S. COURTHOUSE

t 312.440.2300 f 312.440.2303 www.baileyedward.com

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

©2019 Bailey Edward Design Design Firm License No. 184-001962

65% DESIGN 08/07/19

TYPE

11/14/19 24x36

SIN00029

GRANT COURTHOUSE INTERIOR

MARBLE STABILIZATION

95% DESIGN 09/27/192

100% DESIGN 11/14/193

TYPICAL CRACKING AROUND FRAME

PROVIDE EPOXY INJECTION REPAIR 4

TYPICAL CRACKING AT WINDOWS

PROVIDE EPOXY INJECTION REPAIR3

TYPICAL CRACKING AT ENTRYS

PROVIDE EPOXY INJECTION REPAIR

TYPICAL BROKEN/LOOSE MARBLE PIECE

REMOVE AND RESET WITH EPOXY 7

TYPICAL CHIPPED/LOOSE CORNER PIECE

REMOVE AND RESET WITH EPOXY

CRACKING AT SOUTH ENTRY

PROVIDE EPOXY INJECTION REPAIR

TYPICAL BROKEN/LOOSE MARBLE PIECE

REMOVE AND RESET WITH EPOXY 8

CRACKING AT SOUTH ENTRY

PROVIDE EPOXY INJECTION REPAIR

TYPICAL CRACKS AT TRANSOM

PROVIDE EPOXY INJECTION REPAIR 11

TYPICAL HALLWAY CRACKING

PROVIDE EPOXY INJECTION REPAIR10

TYPICAL CRACK AT TOP BAND

PROVIDE EPOXY INJECTION REPAIR

17005-18-06-G100-G100
G100
17005-18-06-A100-A100
A100
17005-18-06-A100-A101
A101
17005-18-06-A300-A300
A300
17005-18-06-A300-A301
A301
17005-18-06-A300-A302
A302
17005-18-06-A300-A303
A303
17005-18-06-A300-A304
A304
17005-18-06-A300-A305
A305
17005-18-06-A500-A500
A500
17005-18-06-A900-A900
A900

File details come from the government source that posted it. Updated .