Drawings.pdf
PDF 6 MB Posted
- Attached to
- Grant Interior Marble Stabilization Federal contract opportunity
- Solicitation number
- 47PF0023R0033
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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| RFP 47PF0023R0033.pdf |
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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 .