Drawings.pdf

COVER SHEET

GENERAL

PREPARED FOR:

CHICAGO, IL 60604

230 S. DEARBORN STREET, SUITE 3300

OFFICE OF CUSTOMER SOLUTIONS

GENERAL SERVICES ADMINISTRATION

FOR SOLICITATION

LOCATION MAP

NORTH

FORT WAYNE, INDIANA 46802

1300 S HARRISON STREET

E. ROSS ADAIR FEDERAL BUILDING

AND U.S. COURTHOUSE

FORT WAYNE CHIMNEY REPAIR DESIGN

CHICAGO, IL 60601

35 EAST WACKER DR. SUITE 2800

BAILEY EDWARD

ARCHITECT

GSA PROJECT TEAM

ROBIN WHITEHURST, PROJECT PRINCIPAL

ZACHARY CLARK, PROJECT MANAGER

G001 COVER SHEET

G002 ABBREVIATIONS, GENERAL NOTES AND LEGEND

D100 BASEMENT AND FIRST FLOOR DEMOLITION PLAN

D101 ATTIC AND ROOF DEMOLITION PLAN

A100 BASEMENT AND FIRST FLOOR PLAN

A101 ATTIC AND ROOF PLAN

A102 ENLARGED CHIMNEY PLAN AND ELEVATION

A400 BUILDING CHIMNEY SECTIONS

A900 CHIMNEY SECTION DETAILS

E000 ELECTRICAL STANDARDS

E100 BASEMENT ELECTRICAL PLAN

M000 MECHANICAL STANDARDS

MD100 MECHANICAL DEMOLITION BASEMENT PLAN

M100 MECHANICAL BASEMENT PLAN

M200 MECHANICAL DETAILS AND SECTIONS

TC000 TEMPERATURE CONTROL STANDARDS

TC100 BASEMENT TEMPERATURE CONTROL PLAN

TC200 TEMPERATURE CONTROLS

CARY KUBIAK , PROJECT MANAGER

JAMIE THOMAS, PROPERTY MANAGER

DATE: 10/10/2023

PROJECT NO: 17005-19-12

BUILDING NO: IN0031ZZ

PROJECT ADDRESS: 1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

G001

E. ROSS ADAIR

FEDERAL BUILDING

1300 HARRISON STREET

FORT WAYNE, INDIANA

E. ROSS ADAIR

FEDERAL BUILDING

1300 HARRISON STREET

FORT WAYNE, INDIANA

HA

RR

IS

ON

S T.

W

EB

ST

ER

S T.

S

CA

LH

OU

N

ST

.W DOUGLAS AVE.

W BRACKENRIDGE ST.

W BAKER ST.

MC

CL

EL

LA

N

ST

W

EB

ST

ER

S T.

W DOUGLAS AVE.

HA

RR

IS

ON

S T.

S

CA

LH

OU

N

ST

S

CL

IN

TO

N

ST

W BRACKENRIDGE ST.

W BAKER ST.

EW

IN

G

ST

W JEFFERSON BLVD.

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023

N/A

SR/WZ

ZC

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12

2 100% DESIGN DOCUMENTS 01/20/2022

3 FOR SOLICITATION 10/10/2023

ALL WORK SHALL CONFORM WITH THE DEPARTMENT OF INTERIORS STANDARDS FOR

HISTORIC REMOVAL OF THE EXISTING CHIMNEY STEEL FLUE FROM THE TOP OF THE

CHIMNEY DOWN TO THE BASEMENT LEVEL. ACCESS OPENING SHALL BE CONSTRUCTED

AT BOTH THE ROOF AND ATTIC LEVEL ALONG THE EAST AND WEST FAÇADE OF THE

EXISTING MASONRY CHIMNEY. LIMESTONE AND BRICK SHALL BE REMOVED. FOLLOW

DEPARTMENT OF INTERIOR HISTORIC REQUIREMENTS. LIMESTONE AND BRICK SHALL BE

SALVAGED FOR REINSTALLATION. EXISTING BIRD SCREEN SHALL BE REMOVED AND

SALVAGED FOR REINSTALLATION.

SHEET INDEX

SCOPE OF SUMMARY

KEY MAP

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED, UNLESS NOTED TO BE

DISASSEMBLED/DISCONNECTED

EXISTING TO BE DEMOLISHED, UNLESS NOTED TO BE

DISASSEMBLED/DISCONNECTED

EXISTING DOOR TO REMAIN

EXISTING LIMESTONE

EXISTING MASONRY BACKUP

ABBREVIATIONS, GENERAL NOTES

GENERAL

G002

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023

N/A

SR/WZ

ZC

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12

2 100% DESIGN DOCUMENTS 01/20/2022

3 FOR SOLICITATION 10/10/2023

M

MAX MAXIMUM

MIN MINIMUM

MRGWB MOISTURE-RESISTANT

GYPSUM WALL BOARD

MTL METAL

N

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

O

OC ON CENTER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OPPOSITE HAND

OZ OUNCE

P

PLUMB PLUMBING

PNT PAINT/PAINTED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R

R RADIUS

RBR RUBBER

S

SF SQUARE FOOT

SIM SIMILIAR

SPEC SPECIFIED OR

SPECIFICATION

SPK SPRINKLER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION

COEFFICIENT

STL STEEL

STRUCT STRUCTURAL

T

T/D TELEPHONE/DATA

TELE TELEPHONE

TO TOP OF

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

V

VIF VERIFY IN FIELD

W

WD WOOD

A

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

C

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

D

DBL DOUBLE

DEMO DEMOLISH

DIA DIAMETER

DIMS DIMENSIONS

DN DOWN

DWG DRAWING

E

EA EACH

EL ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EXIST EXISTING

EXT EXTERIOR

F

FD FLOOR DRAIN

FFE FINISHED FLOOR ELEVATION

FIN FINISH

FLR FLOOR

FO FACE OF

G

H

HC HOLLOW CORE

HM HOLLOW METAL

HVAC HEATING, VENTILATING, AND

AIR CONDITIONING

I

INT INTERIOR

ABBREVIATIONS

WALL TAG

WINDOW TAG

X X.X

A-123

XX

XX

XX

XX

B

XX

XX

X-XX-a

XX

XX

SECTION

TAG

GRID LINE

ELEVATION

TAG

DETAIL

TAG

DOOR TAG

SIGNAGE TAG

ROOM HEIGHT

EQUIPMENT TAG

ALIGN/FLUSH

SURFACES

DETAIL

TAG

ROOM

NAME

ROOM

NUMBER

SQUARE

FOOTAGE

DETAIL

NUMBER

SHEET

NUMBER

INTERIOR

ELEVATION

TAG

X X.X

X X.X

X X.X

X X.X

1" DIMENSION

STRING

NORTH ARROW KEYNOTE

XXXX

X

X

X

X

X'-X"

NORTH

SYMBOLS

1. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS, MAJOR ELEMENTS AND MATERIALS. THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL COMPLETION OF THE PROJECT. ALL CONTRACTORS SHALL FURNISH ALL OF THOSE ITEMS AND LABOR REQUIRED FOR THE FULL COMPLETION OF

THIS PROJECT IN A FIRST CLASS WORKMANSHIP-LIKE MANNER.

2. ALL WORK IS TO BE PERFORMED FROM FINAL CONSTRUCTION DOCUMENTS ONLY AND A COPY OF THE APPROVED FINAL SET MUST BE LOCATED ON THE SITE AT ALL TIMES. ALL CONTRACTOR'S SUBCONTRACTORS SHALL BE GIVEN FULL SETS OF FINAL CONSTRUCTION DOCUMENTS WITH NO SHEETS EXCLUDED.

3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HOLD PRIORITY OVER APPARENT SCALE. DIMENSIONS ARE TO THE FACE OF FINISHED ELEMENTS OR TO THE CENTERLINE OF ELEMENTS UNLESS NOTED OTHERWISE.

CONTRACTOR TO VERIFY CRITICAL DIMENSIONS WITH THE GOVERNMENT PRIOR TO COMMENCING WORK.

4. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS HAVE BEEN COMPILED BY THE ARCHITECT FROM EXISTING DRAWINGS PROVIDED BY THE OWNER AND FIELD MEASURING AND SHALL BE USED BY THE CONTRACTOR ONLY AS A GUIDE. ALL CONTRACTORS 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.

5. CONTRACTORS SHALL BE HELD RESPONSIBLE FOR THE ADHERENCE AND COMPLIANCE TO ALL APPLICABLE CITY, STATE AND NATIONAL CODES, ORDINANCES, AND ACCESSIBILITY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THOSE OF THE STATE ADA. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT IN WRITING.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL UTILITIES AFFECTED BY PROJECT.

7. THE CONTRACTOR SHALL VERIFY ALL PARTITION LAYOUTS WITH ARCHITECT BEFORE CONSTRUCTION.

8. 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.

9. THE GENERAL CONTRACTOR SHALL REMAIN RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF THE

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), LATEST EDITION.

10. THE WORK AREAS SHALL BE KEPT IN BROOM-SWEPT FINISH CONDITION. 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 PROJECT SHALL BE ENTIRELY CLEANED BY THE GENERAL CONTRACTOR BEFORE OWNER OCCUPATION

INCLUDING ALL WINDOW GLASS, MIRRORS, FLOORS, WALL TILES AND ELECTRICAL PLATES.

12. THE PLUMBING, ELECTRICAL AND HVAC CONTRACTORS SHALL VERIFY ALL UTILITY CHASES AND EQUIPMENT LOCATION AND REPORT ANY DISCREPANCIES OR CONFLICTS TO THE OWNER PRIOR TO SUBMITTING HIS / HER BID. UNLESS THE OWNER AND THE ARCHITECT ARE NOTIFIED IN WRITING OF THE CONFLICTS OR ADDITIONAL SPACE REQUIREMENTS BEFORE THE START OF CONSTRUCTION, ALL CORRECTIVE MEASURES WILL BE MADE BY

THE CONTRACTORS AT NO ADDITIONAL COST TO THE OWNER.

13. THE OWNER'S WRITTEN AUTHORIZATION MUST BE OBTAINED PRIOR TO THE ORDERING OF ANY MATERIAL, AWARDING OF ANY CONTRACTS OR THE EXECUTION OF ANY WORK WHICH INVOLVES EXTRA COST.

14. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL INFORMATION AND COORDINATION OF WORK.

15. DETAILS SHOWN ARE INDICATIVE OF THE CHARACTER, PROFILES, MATERIALS AND SYSTEMS REQUIRED FOR THE

WORK INCLUDING THOSE CONDITIONS NOT COVERED BY SPECIFIC DETAILS.

16. WHERE THE DESIGN INTENT CANNOT BE DETERMINED FROM THE DRAWINGS OR SPECIFICATIONS. CONSULT THE

ARCHITECT BEFORE PROCEEDING WITH THE WORK.

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

18. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY REMOVAL OF ALL DEMOLITION DEBRIS AND PROTECTION OF EXISTING AREAS 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.

19. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR PROTECTING, DURING CONSTRUCTION, ALL EXISTING WALL, CEILING AND FLOOR FINISHES TO REMAIN, OR TO BE REINSTALLED.

20. THE CONTRACTOR SHALL PROVIDE DUST CONTROL TO ENSURE DUST AND DEBRIS ARE CONTAINED WITHIN THE

CONSTRUCTION AREA.

21. 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.

GENERAL NOTES

LEGEND

MATERIAL LEGEND

AND LEGEND

5'-7"

3'-4"

7'- 0" 5'- 6"

REMOVE SHEET METAL PANEL.

DISCONNECT AND REMOVE

COMBUSTION AIR INTAKE DUCTWORK

FROM THE BOILERS TO THE CHIMNEY.

REFER TO MEP DRAWINGS.

REMOVE EXISTING

COMBUSTION AIR DUCTS

TO BOILER. REFER TO MEP

DRAWINGS.

EXISTING CLEAVER BROOKS BOILERS TO

REMAIN. THE CONTRACTOR SHALL PERFORM A

COMBUSTION ANALYSIS PRIOR TO THE START

OF WORK TO ESTABLISH A BENCHMARK FOR

BOILER PERFORMANCE. AT PROJECT

COMPLETION COMBUSTION ANALYSIS SHALL

BE SIMILAR FOR INDIVIDUAL BOILERS. REFER

TO MEP DRAWING FOR DEMOLITION

INFORMATION.

7'-7"

4'- 4"

CHIMNEY

LINER TO BE

DEMOLISHED

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED, UNLESS NOTED TO BE

DISASSEMBLED/DISCONNECTED

EXISTING TO BE DEMOLISHED, UNLESS NOTED TO BE

DISASSEMBLED/DISCONNECTED

EXISTING DOOR TO REMAIN

DUCT EQUIPMENT OR DEVICE TO BE DEMOLISHED

BASEMENT

DEMOLITION

D100

NORTH

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

0 2' 4' 8'

BASEMENT FLOOR KEY PLAN

1/32" = 1'-0"2

DEMOLITION BASEMENT PLAN

1/4" = 1'-0"

NORTH

D100

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023

N/A

SR/WZ

ZC

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12

2 100% DESIGN DOCUMENTS 01/20/2022

3 FOR SOLICITATION 10/10/2023

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

0 16' 32' 64'

DEMOLITION PLAN

DEMOLITION WORK LEGEND

GENERAL DEMOLITION NOTES

1. REMOVE AND LEGALLY DISPOSE OF OFF SITE THOSE ITEMS INDICATED TO BE REMOVED, EXCEPT

THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR TO REMAIN. REMOVE AND DISPOSE OF

DEMOLITION DEBRIS DAILY, IN AN APPROVED MANNER, AFTER GOVERNMENT OCCUPIED HOURS.

2. CONTRACTORS TO USE CARE WHEN PERFORMING WORK ABOVE CEILINGS TO AVOID ANY DAMAGE TO

EXISTING UTILITIES AND OTHER MATERIALS TO REMAIN

3. ALL DEMOLITION SHALL BE DONE NEATLY AND WITHOUT DAMAGE TO EXISTING CONSTRUCTION AND

FURNISHINGS. PROTECT CONSTRUCTION AND FURNISHINGS TO REMAIN AGAINST DAMAGE AND

SOILING DURING SELECTIVE DEMOLITION. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT

FACILITIES BY DEMOLITION WORK AT NO COST TO THE GOVERNMENT. SEE SPECIFICATION SECTION 02

41 19 SELECTIVE DEMOLITION FOR MORE INFORMATION.

4. CONTRACTOR SHALL CONDUCT ALL WORK DURING OWNER'S NORMAL HOURS OF OPERATION OR ON

WEEKENDS. COORDINATE WITH COR / OWNER FOR EXACT HOURS OF OPERATION DURING THE

PROJECT DURATION. PROVIDE MINIMUM OF 72 HOURS ADVANCE NOTICE AND OBTAIN APPROVAL FROM THE COR / PROPERTY MANAGER OF ACTIVITIES THAT WILL EFFECT THE GOVERNMENT'S NORMAL

OPERATIONS.

5. ALL CONTRACTORS ARE EXPECTED TO RECYCLE CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND TO SUBMIT TO GSA CERTIFICATES FOR ALL MATERIALS SUCCESSFULLY DIVERTED FROM LANDFILL.

CONTRACTORS ARE ALLOWED TO BRING IN ADDITIONAL DUMPSTERS. ALL DEMOLITION WASTE

REMOVAL SHOULD BE COORDINATED WITH THE PROPERTY MANAGER. SEE SPECIFICATION SECTION 01

74 19 FOR MORE INFORMATION.

6. ALL CONTRACTORS ARE REQUIRED TO MAKE A SITE VISIT TO VERIFY EXISTING CONDITIONS PRIOR TO

BEGINNING THEIR WORK.

7. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING SPECIFIC WORK RESTRICTIONS- SEE

SPECIFICATIONS SECTION 01 10 00 FOR MORE INFORMATION.

8. CONTRACTOR TO COORDINATE METHOD AND LOCATION OF STORED ITEMS INDICATED AS "SALVAGED"

OR "REMOVE AND RELOCATE " WITH OWNER / COR PRIOR TO COMMENCING WORK.

9. CONDUCT SELECTIVE DEMOLITION WORK IN MANNER THAT WILL MINIMIZE DISRUPTION TO NORMAL OPERATIONS OF ADJACENT OCCUPIED AREAS. PROVIDE MINIMUM OF 72 HOURS ADVANCE NOTICE TO (OR OBTAIN APPROVAL FROM) THE COR / PROPERTY MANAGER OF DEMOLITION ACTIVITIES THAT WILL

EFFECT THE GOVERNMENT'S NORMAL OPERATIONS.

DN

UP

UP

ELEVATOR

MACHINE ROOM

ELEVATOR

MACHINE ROOM

4'-8"

3'-4"

6'-

5'- 6"

CHIMNEY

LINER TO BE

DEMOLISHED

DEMO MASONRY

TO ACCESS

CHIMNEY LINER

EXISTING

DUCTWORK

6'-6" 4'-4"

6'- 6"

4'-

31 2"DEMO SPARK

ARRESTOR

DEMO EXISTING

COPING

CAREFULLY DISASSEMBLE,

SALVAGE AND REINSTALL AT

ACCESS OPENING. SEE SHEET A102

CAREFULLY DISASSEMBLE,

SALVAGE AND REINSTALL AT

ACCESS OPENING. SEE SHEET A102

EXISTING

WALKING PADS

EXISTING PARAPET

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED, UNLESS NOTED TO BE

DISASSEMBLED/DISCONNECTED

EXISTING TO BE DEMOLISHED, UNLESS NOTED TO BE

DISASSEMBLED/DISCONNECTED

EXISTING DOOR TO REMAIN

DUCT EQUIPMENT OR DEVICE TO BE DEMOLISHED

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023

N/A

SR/WZ

ZC

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12

2 100% DESIGN DOCUMENTS 01/20/2022

3 FOR SOLICITATION 10/10/2023

ATTIC AND ROOF DEMOLITION PLAN

DEMOLITION

D101

4NORTH

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

0 2' 4' 8'

ATTIC FLOOR KEY PLAN

1/32" = 1'-0"3

DEMOLITION ATTIC FLOOR PLAN

1/4" = 1'-0"

NORTH

D102

NORTH

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

0 2' 4' 8'

DEMOLITION ROOF FLOOR PLAN

1/4" = 1'-0"

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

0 16' 32' 64'

ROOF FLOOR KEY PLAN

1/32" = 1'-0"

NORTH

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

0 16' 32' 64'

D102

DEMOLITION WORK LEGENDGENERAL DEMOLITION NOTES

1. REMOVE AND LEGALLY DISPOSE OF OFF SITE THOSE ITEMS INDICATED TO BE REMOVED, EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED, OR

TO REMAIN. REMOVE AND DISPOSE OF DEMOLITION DEBRIS DAILY, IN AN APPROVED MANNER, AFTER GOVERNMENT OCCUPIED HOURS.

2. CONTRACTORS TO USE CARE WHEN PERFORMING WORK ABOVE CEILINGS TO AVOID ANY DAMAGE TO EXISTING UTILITIES AND OTHER MATERIALS TO

REMAIN

3. ALL DEMOLITION SHALL BE DONE NEATLY AND WITHOUT DAMAGE TO EXISTING CONSTRUCTION AND FURNISHINGS. PROTECT CONSTRUCTION AND FURNISHINGS TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO COST TO THE GOVERNMENT. SEE SPECIFICATION SECTION 02 41 19 SELECTIVE DEMOLITION FOR MORE

INFORMATION.

4. CONTRACTOR SHALL CONDUCT ALL WORK DURING OWNER'S NORMAL HOURS OF OPERATION OR ON WEEKENDS. COORDINATE WITH COR / OWNER FOR EXACT HOURS OF OPERATION DURING THE PROJECT DURATION. PROVIDE MINIMUM OF 72 HOURS ADVANCE NOTICE AND OBTAIN APPROVAL FROM THE COR / PROPERTY MANAGER OF ACTIVITIES THAT WILL EFFECT THE GOVERNMENT'S NORMAL OPERATIONS.

5. ALL CONTRACTORS ARE EXPECTED TO RECYCLE CONSTRUCTION WASTE AND DEMOLITION MATERIALS AND TO SUBMIT TO GSA CERTIFICATES FOR ALL MATERIALS SUCCESSFULLY DIVERTED FROM LANDFILL. CONTRACTORS ARE ALLOWED TO BRING IN ADDITIONAL DUMPSTERS. ALL DEMOLITION WASTE REMOVAL SHOULD BE COORDINATED WITH THE PROPERTY MANAGER. SEE SPECIFICATION SECTION 01 74 19 FOR MORE INFORMATION.

6. ALL CONTRACTORS ARE REQUIRED TO MAKE A SITE VISIT TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING THEIR WORK.

7. THE CONTRACTOR IS REQUIRED TO FOLLOW ALL BUILDING SPECIFIC WORK RESTRICTIONS- SEE SPECIFICATIONS SECTION 01 10 00 FOR MORE

INFORMATION.

8. CONTRACTOR TO COORDINATE METHOD AND LOCATION OF STORED ITEMS INDICATED AS "SALVAGED" OR "REMOVE AND RELOCATE " WITH OWNER /

COR PRIOR TO COMMENCING WORK.

9. CONDUCT SELECTIVE DEMOLITION WORK IN MANNER THAT WILL MINIMIZE DISRUPTION TO NORMAL OPERATIONS OF ADJACENT OCCUPIED AREAS.

PROVIDE MINIMUM OF 72 HOURS ADVANCE NOTICE TO (OR OBTAIN APPROVAL FROM) THE COR / PROPERTY MANAGER OF DEMOLITION ACTIVITIES THAT

WILL EFFECT THE GOVERNMENT'S NORMAL OPERATIONS.

EXISTING CONTROL PANEL

EXISTING PANEL "BR"

EXISTING PANEL "PBA"

EXISTING CHILLERS

ON CONCRETE

HOUSEKEEPING PADS

5'-7"

3'-4"

BOILER FLUES

7'- 0" 5'-

6" NEW FLUE DUCTWORK.

REFER TO MEP DRAWINGS.

EXISTING CLEAVER BROOKS

BOILERS TO REMAIN. THE

CONTRACTOR SHALL

PERFORM A COMBUSTION

ANALYSIS AT THE

COMPLETION OF THE

PROJECT TO ESTABLISH THAT

THE POST CONSTRUCTION

PERFORMANCE OF THE

BOILERS IS CONSISTENT WITH

BENCHMARKING EFFORT.

NEW LOUVER PROVIDED TO INFILL WINDOW

OPENING. HEAVY DUTY SECURITY BARS

PROVIDED TO ACCOMMODATE SECURITY.

NEW LINER

EXISTING CONTROL PANEL

EXISTING PANEL "BR"

EXISTING PANEL "PBA"

EXISTING CHILLERS

ON CONCRETE

HOUSEKEEPING PADS

NEW WALL

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

TEMPORARY RAILING 42" TO BE PROVIDED FOR PROJECT DURATION

BASEMENT AND FIRST FLOOR PLAN

ARCHITECTURAL

A100

NORTH

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

0 2' 4' 8'

BASEMENT FLOOR KEY PLAN

1/32" = 1'-0"2

BASEMENT PLAN

1/4" = 1'-0"

NORTH

A100

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023

N/A

SR/WZ

ZC

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12

2 100% DESIGN DOCUMENTS 01/20/2022

3 FOR SOLICITATION 10/10/2023

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

0 16' 32' 64'

NEW WORK 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.

NEW WORK LEGEND

DN

UP

UP

ELEVATOR

MACHINE ROOM

ELEVATOR

MACHINE ROOM

4'-8" 3'-4"

6'-

5'- 6"

INFILL MASONRY

WALL, REPLACE

IN KIND

6'-6"

6'- 6"

SLOPE CAP TO EDGE TYP.

TEMPORARY RAILING 42"

TO BE PROVIDED FOR

PROJECT DURATION.

LAY DOWN AREA

ACCESS OPENING

ACCESS

OPENING

NEW WALL

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

TEMPORARY RAILING 42" TO BE PROVIDED FOR PROJECT DURATION

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023

N/A

SR/WZ

ZC

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12

2 100% DESIGN DOCUMENTS 01/20/2022

3 FOR SOLICITATION 10/10/2023

ATTIC AND ROOF FLOOR PLAN

ARCHITECTURAL

A101

6NORTH

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

0 2' 4' 8'

ATTIC FLOOR KEY PLAN

1/32" = 1'-0"3

ATTIC FLOOR PLAN

1/4" = 1'-0"

NORTH

A102

NORTH

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

0 2' 4' 8'

ROOF FLOOR PLAN

1/4" = 1'-0"

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

0 16' 32' 64'

ROOF FLOOR KEY PLAN

1/32" = 1'-0"

NORTH

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

0 16' 32' 64'

A102

NEW WORK 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.

NEW WORK LEGEND

A102

TYP.

A102

TYP.

A102

CAREFULLY DISASSEMBLE,

SALVAGE AND REINSTALL

STONE CLADDING. REMOVE

MASONRY AT OPENING

CAREFULLY DISASSEMBLE,

SALVAGE AND REINSTALL

STONE CLADDING. REMOVE

MASONRY AT OPENING

EXISTING LIMESTONE

CLADDING TO REMAIN TO BE

PROTECTED FOR PROJECT

DURATION

EXISTING MASONRY

BIRD WIRE TO BE REMOVED

AND REINSTALLED

DEMOLISH FLUE IN ITS ENTIRETY

10"10" 2' - 0"

6' - 6" 6'

- 6

NEW 10" FLUE

REMOVE MASONRY AND

TEMPORARILY SHORE

SA

W

C

UT

M

OR

TA

R

JO

IN

TS

. C

AR

EF

UL

LY

D

IS

AS

SE

MB

LE

SA

LV

AG

E

AN

D

ST

OR

E

FO

R

RE

IN

ST

AL

LA

TI

ON

RE

MO

VE

B

IR

D

W

IR

E

AN

D

FR

AM

E

SA

LV

AG

E

FO

R

RE

IN

ST

AL

LA

TI

ON

O

N

BO

TH

S

ID

ES

PROTECT FLASHING AND ROOF

MEMBRANE

5' - 5"5" 5"

3" 2'

- 4

2'

- 4

4 1 2"

2' - 0"

3'

- 8

MA

SO

NR

Y

BA

CK

UP

O

PE

NI

NG

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED, UNLESS NOTED TO BE

DISASSEMBLED/DISCONNECTED

EXISTING TO BE DEMOLISHED, UNLESS NOTED TO BE

DISASSEMBLED/DISCONNECTED

EXISTING DOOR TO REMAIN

EXISTING LIMESTONE

EXISTING MASONRY BACKUP

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023

N/A

SR/WZ

ZC

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12

2 100% DESIGN DOCUMENTS 01/20/2022

3 FOR SOLICITATION 10/10/2023

ENLARGED CHIMNEY PLAN

ARCHITECTURAL

A102 7 18

ENLARGED CHIMNEY FLOOR PLAN

1" = 1'-0"

A102

TYP.

A102

TYP.

EAST, WEST CHIMNEY ELEVATION, TYP.

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

0 6" 1' 2'

NORTH

SCALE: 1" = 1'-0"

0 6" 1' 2'

NORTH

AND ELEVATION

A400

A400

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.

LEGEND

MATERIAL LEGEND

DUPLEX RECEPTACLE, MOUNTED AT 15" AFF UNLESS NOTED OTHERWISE

QUAD RECEPTACLE, MOUNTED AT 15" AFF UNLESS NOTED OTHERWISE

DUPLEX RECEPTACLE, MOUNTED 6" ABOVE COUNTER

DATA JACK, WITH 1" (MIN.) CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE,

AND CAT. 6A CABLES IN QUANTITIES AS INDICATED RUN TO PATCH PANEL

PANEL BOARD, 120/208V, SIZED AS INDICATED

INDICATES COMPONENT TO BE REMOVED

WALL MOUNTED JUNCTION BOX, SIZED AS REQUIRED (4"x4" MIN.)

INDICATES EXISTING TO REMAIN

INDICATES NEW

LIQUID TIGHT FLEXIBLE METAL CONDUIT CONNECTION (WHIP)

EXIST EXISTING

FA FIRE ALARM

FC FOOT CANDLE

FDR FEEDER

FL FLOOR

FULL LOAD AMPEREFLA

GROUND FAULT CIRCUIT INTERRUPTER

GFI OR GFCI

GRD GROUND, GROUNDING

HP HORSEPOWER

JB JUNCTION BOX

KVA KILOVOLT AMPERE

AFF ABOVE FINISHED FLOOR

AMP OR A AMPERE

ATS AUTOMATIC TRANSFER SWITCH

CCT CIRCUIT

CLG CEILING

DISC DISCONNECT

EC ELECTRICAL CONTRACTOR

ELECT ELECTRICAL

EM EMERGENCY

MINIMUMMIN

NOT IN CONTRACTNIC

NOT TO SCALENTS

PHASEPH OR Ø

RECEPTACLERECEP

TRANSFORMERXFMR

TYP TYPICAL

VOLTV

WATT OR WIREW

NIGHT LIGHTNL

KW KILOWATT

MECHANICAL CONTRACTORMC

MFR MANUFACTURER

D DIMMER

UNLESS NOTED OTHERWISEU.N.O.

XRR DENOTES EXISTING TO BE REMOVED AND RELOCATED

DENOTES EXISTING COMPONENT IN ITS NEW LOCATIONXN

DENOTES EXISTING COMPONENT TO REMAIN, NO CHANGESX

DUPLEX 20A GFI RECEPTACLE, NON-FEED THROUGH TYPE, MOUNTED 15" AFF U.N.O.

3-POLE NON-FUSED DISCONNECT SWITCH, SIZE AS INDICATED OR AS REQUIRED

3-POLE FUSED DISCONNECT SWITCH, SIZE AS INDICATED OR AS REQUIREDF

VOICE/DATA OUTLET, MOUNTED AT 15" AFF U.N.O. PROVIDE 4x4x2-3/4 JUNCTION BOX WITH 3/4"C

STUBBED INTO ACCESSIBLE CEILING SPACE. DEVICES AND WIRING BY OTHERS.

SPECIAL USE RECEPTACLE, SIZED AS INDICATED OR AS REQUIRED

JUNCTION BOX, SIZED AS REQUIRED

MOTOR CONNECTION, 1Ø OR 3Ø AS INDICATED

WEATHER PROOFWP

NEWN

EXISTING TO BE REMOVEDXR

SPARESP

FEEDER

LUG

3-POLE MOTOR STARTER (VFD) WITH UNFUSED DISCONNECT SWITCH, SIZED AS AS REQUIRED

3-POLE MOTOR STARTER (VFD) WITH FUSED DISCONNECT SWITCH, SIZED AS AS REQUIRED

VARIABLE FREQUENCY DRIVEVFD

1. FAMILIARIZE WITH THE EXISTING SITE CONDITIONS, CONDITIONS OF CONTRACT, THE SCOPE OF WORK & THE INTENT OF DESIGN BEFORE SUBMITTING HIS BID. REQUESTS FOR EXTRA PAYMENTS WILL NOT BE APPROVED AFTER CONTRACT AWARD. CONTRACTOR MUST VERIFY CIRCUITS AND ALL BRANCH CIRCUITS TO MEET AGENCY, NEC, AND P100 CODE REQUIREMENTS. SHOULD ANY DISCREPANCY IS IDENTIFIED HE MUST BRING IT TO THE ATTENTION OF THE C.O.

2. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH REQUIREMENTS OF GSA PBS 100 & OTHER CODES, STANDARDS & REGULATIONS REFERENCED BY SUCH AUTHORITY. IN CASE OF CONFLICT BETWEEN TWO CODES, THE REQUIREMENT OF THE LOCAL AUTHORITY SHALL BE FINAL. GC MUST GET C.O. APPROVAL PRIOR TO ANY MODIFICATION

TO ANY CONTRACTING DOCUMENTS.

3. COORDINATE ELECTRICAL INSTALLATION WITH WORK BY OTHER TRADES BEFORE STARTING WORK. PERFORM ALL WORK IN COOPERATION WITH LANDLORD, G.C. & OTHER TRADES. PARTICIPATE IN EFFORT TO DEVELOP COORDINATION

DRAWINGS. PROVIDE SIGN OFF.

4. ALL MATERIAL/EQUIPMENT SHALL BE NEW, U.L. LISTED, WITHOUT DEFECT OR DAMAGE AND SHALL BE A STANDARD PRODUCT OF A MANUFACTURER WITH A WELL KNOWN BRAND NAME. WIRING DEVICES SHALL BE SPECIFICATION

GRADE. FINISH OF ALL ITEMS INSTALLED IN FINISHED AREAS SHALL BE PER ARCHITECT.

5. ELECTRICAL DWGS. ARE SCHEMATIC IN NATURE. THEY DO NOT INTEND TO SHOW EVERY DETAIL, LOCATION, SIZE, ROUTE ETC. FURNISH ALL MATERIAL, EQUIPMENT, INCIDENTALS & SERVICES TO PROVIDE A SATISFACTORY, COMPLETE & OPERATIONAL INSTALLATION IN CONFORMANCE WITH THE INTENT OF THE DESIGN. REFER TO ARCHITECTURAL

DWGS. FOR DIMENSIONAL ACCURACY.

6. PROVIDE TEMPORARY ELECTRICAL SERVICE PER G.C. TO PROVIDE LIGHTING & POWER FOR USE BY ALL TRADES

DURING CONSTRUCTION.

7. ARCHITECT MAY REVIEW SUBMITTAL OF AN ALTERNATE PRODUCT PROVIDED IT HIGHLIGHTS ALL THE FEATURES & DATA TO CLEARLY ILLUSTRATE THAT IT IS A BONAFIDE EQUIVALENT PRODUCT IN MAKE & PERFORMANCE BEFORE BIDS

ARE SCHEDULED TO BE OPENED. ALTERNATES CANNOT BE ACCEPTED AFTER BIDS ARE OPENED.

8. ALL ENCLOSURES SHALL BE NEMA-1, IN GENERAL. GFI RECEPTACLES SHALL BE USED IF SPECIFIED OR CODE REQUIRED. WIRING DEVICES SHALL BE SPECIFICATION GRADE. NAME PLATES SHALL BE PHENOLIC, WHITE LETTERS

ON BLACK BACKGROUND, SECURED WITH SCREWS ON THE ENCLOSURES.

9. USE MINIMUM 3/4" EMT. USE COMPRESSION. USE TYPE THWN, COPPER WIRE IN MINIMUM #12 AWG FOR BRANCH CCTS & #14 FOR CONTROLS. FLEXIBLE CONDUIT SHALL BE LIQUID-TIGHT. USE MINIMUM SIZE '0' STARTERS. FUSES SHALL BE

TIME DELAY DUAL ELEMENT REJECTION TYPE.

10. SEAL PENETRATIONS THROUGH VAPOR & FIRE BARRIERS CAUSED BY THE ELECTRICAL WORK WITH U.L. LISTED SEALS

TO RETAIN THE INTEGRITY OF THE RESPECTIVE BARRIERS.

11. INSTALLATION IN CEILING SPACE SHALL BE SUPPORTED FROM THE STRUCTURAL STEEL & NOT BY THE DROPPED CEILING MEMBERS. CONDUITS SHALL RUN SNUG UNDER STRUCTURAL CEILING EITHER PARALLEL OR PERPENDICULAR TO THE CEILING, COLUMNS & STRAIGHT WALLS. INSTALL PULL BOXES PER CODE. INSTALL PULL-LINES IN EMPTY

RACEWAYS & CAP THEM.

12. INSTALLATION SHALL BE PERFORMED IN A MANNER CONSISTENT WITH INDUSTRY STANDARD FOR GOOD WORKMANSHIP. PROVIDE NECESSARY CUTTING, PATCHING, & CLEANING FOR ELECTRICAL WORK TO LEAVE THE AREA

READY FOR FINAL FINISH BY OTHERS.

13. PROGRESS YOUR WORK IN TIMELY MANNER TO ENABLE THE OWNER TO FINISH THE WORK PER SCHEDULE.

SAFEGUARD YOUR WORK & SUPPLIES. MAINTAIN ORDERLY & NEAT OPERATION. REMOVE DEBRIS GENERATED FROM YOUR WORK PER G.C. & OWNER. LEAVE THE SITE IN CLEAN, MOVE-IN CONDITION AT ACCEPTANCE.

14. ORGANIZE ALL WARRANTIES, GUARANTEES & PRODUCT LITERATURE IN A FILE AND HAND OVER THESE TO THE OWNER AT THE TIME OF ACCEPTANCE. PROVIDE FULL & UNCONDITIONAL GUARANTEE OF YOUR WORK (MATERIAL PLUS LABOR) FOR A PERIOD OF 12 MONTHS FROM ACCEPTANCE. REFER TO ARCHITECT'S REQUIREMENTS FOR

`WARRANTIES & GUARANTEES' AND `PROJECT CLOSE-OUT'.

15. GC TO CONDUCT TESTING TO ALL BRANCH CIRCUIT/RECEPTACLES AND ENSURE THAT NEW AND EXISTING ELECTRICAL

WORK ARE IN GOOD WORKING CONDITION.

DISTRIBUTION PANEL BOARD, 120/208V, SIZED AS INDICATED

MOTOR CONTROLLER/STARTER

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

SUBMITTING A BID AND VERIFY EXISTING CONDITIONS.

2. THE BUILDING WHERE THE WORK TO BE DONE IS IN USE. SCHEDULE ANY DISCONNECTION & RECONNECTIONS WITH THE CONTRACTING OFFICER, AT LEAST TWO (2) WEEKS NOTICE IS REQUIRED. ARRANGE WORK SO AS NOT TO INTERRUPT ANY ELECTRICAL POWER, TELEPHONE, FIRE, COMMUNICATION, AND OTHER SYSTEMS DURING NORMAL WORKING HOURS.

A. WHERE CORE DRILLING AND CUTTING OF FLOOR OR WALLS IS REQUIRED, USE METAL DETECTORS OR OTHER APPROVED DEVICES TO DETERMINE AND AVOID INTERFERENCE WITH EXISTING CONCEALED CONDUITS & PIPES.

B. USE GREAT DILIGENCE AND CARE IN DISCONNECTING VARIOUS SYSTEMS. RECONNECT SYSTEMS THAT SERVE ADJACENT AREAS IS SUCH SYSTEMS HAVE BEEN DISRUPTED DURING DEMOLITION WORK. EXTEND CONDUIT & WIRING

AS REQUIRED TO MAINTAIN OPERATION OF REMOVING EQUIPMENT OR DEVICES.

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

3. ELECTRICAL ITEMS REMOVED AND NOT RELOCATED SUCH AS LIGHTING FIXTURES, SWITCHES, RECEPTACLES, SURFACE-MOUNTED RACEWAYS, BREAKERS, WIRES, ETC. REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STORED

OR DISPOSED OF AS DIRECTED BY OWNER.

4. ALL CONDUITS OR ANY ELECTRICAL ITEMS THAT ARE ABANDONED AND WHERE ELECTRICAL ITEMS ARE BEING REMOVED SHALL HAVE ALL WIRING REMOVED BACK TO THE SOURCE OR FEEDER JUNCTION BOX SERVING THE DEVICE OR BACK TO THE FIRST OUTLET WHICH IS LEFT UNAFFECTED BY THE CHANGES, AND STUBS SHALL BE PLUGGED FLUSH WITH FLOOR, CEILING SLABS, OR WALLS. ALL EXPOSED LOW VOLTAGE CABLINGS, CONDUITS AND FITTINGS, INCLUDING ABOVE DROP

CEILINGS THAT ARE ABANDONED (NOT USED) SHALL BE REMOVED UNLESS OTHERWISE NOTED.

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

CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE USE OF GREAT DILIGENCE AND CARE IN DISCONNECTING VARIOUS SYSTEMS. RECONNECT SYSTEMS THAT SERVE ADJACENT AREAS OR FLOOR ABOVE OR BELOW IF SUCH SYSTEMS HAVE

BEEN DISRUPTED DURING DEMOLITION WORK.

6. EXISTING PANEL BOARDS SHOWN ON THE DRAWINGS ARE TO BE MODIFIED AND NEW OVER CURRENT DEVICES AND CONNECTIONS ADDED. ENSURE THAT NEW DEVICES SHALL MATCH EXISTING PANELS IN ALL ASPECT ESPECIALLY ITS SHORT CIRCUIT INTERRUPTING CAPACITY OF NEW OVERCURRENT DEVICES, IT SHALL MATCH OR EXCEED EXISTING.

CONTROL PANEL

GENERAL

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023KWL

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12 signature date 10/10/2023 license expires on 07-31-2025

PE19500200

STATE OF

PROFESS I ONA L ENG I N

EE

R

I N D I A N A

KE

NT

W. LOCKE, JR.

2 100% DESIGN DOCUMENTS 01/20/2022

3 10/10/2023FOR SOLICITATION

E000

ELECTRICAL STANDARDS

E000 N/A

JPB

191513 1716 1814

RO122

GSA MAINTENANCE

RO119

BOILER

ROOM

RO121

TEL. MAINT.

PERS.

RO120

TEL. FRAME

ROOM

STAIR 7A

STAIR 7

DN

UP

DF

EXISTING ACCESS

DOOR.

EXISTING CONTROL PANEL

EXISTING PANEL "BR"

P B1

P B2

P B3

P H1

P H2

EXISTING

VFD'S

EXISTING PANEL "PBA"

26.02

B

B

B

VFD

EXISTING CHILLERS

ON CONCRETE

HOUSEKEEPING PADS

26.03

26.01

VFD

26.04

ETR

ETR

ETR ETR ETR

ETRETRETR

E

G

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

BASEMENT BOILER ROOM ELECTRICAL PLAN

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

0 2' 4' 8'

N/A

PLANS

SCALE: 1/64" = 1'-0"

KEY PLAN

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023KWL

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12 signature date 10/10/2023 license expires on 07-31-2025

PE19500200

STATE OF

PROFESS I ONA L ENG I N

EE

R

I N D I A NA

KE

NT

W. LOCKE, JR.

2 100% DESIGN DOCUMENTS 01/20/2022

3 10/10/2023FOR SOLICITATION

E100

E100

ELECTRICAL BASEMENT PLAN

JPB

1. THE PLANS HEREIN ARE DIAGRAMMATIC IN NATURE AND REPRESENT A SCALED

GRAPHIC DEMONSTRATION OF THE EXISTING CONDITIONS AND NEW WORK. THE

CONTRACTOR SHALL PROVIDE ALL FITTINGS, SUPPORTS, CONDUITS, JUNCTION

BOXES AND WIRING TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM.

2. PROVIDE A COORDINATED SET OF SHOP DRAWINGS WITH SIGN OFF FROM ALL

TRADES TO DEMONSTRATE CONFLICTS/COLLISIONS HAVE BEEN RESOLVED.

3. DO NOT INSTALL COMPONENTS OR EQUIPMENT WITHOUT SATISFACTORY

REVIEWED SUBMITTAL DOCUMENTATION. SUBMITTALS MARKED APPROVED AS

NOTED SHALL BE CONSIDERED SATISFACTORILY REVIEWED.

4. INSTALL ALL EQUIPMENT PER MANUFACTURER REQUIREMENTS.

5. COORDINATE LOCATIONS OF POWER CONNECTIONS WITH EQUIPMENT

MANUFACTURER, OTHER TRADES, ETC.

EQUIPMENT, OR DEVICE TO BE

PROVIDED.

EQUIPMENT OR DEVICE TO

REMAIN.

EQUIPMENT TAG

KEYNOTE TAGXX.XX

26.01 PROVIDE CONDUCTORS TO VFD. COORDINATE LOCATIONS OF EQUIPMENT

WITH MECHANICAL.

26.02 PROVIDE CONDUCTORS BETWEEN VFD AND NEW DRAFT CONTROL FAN.

26.03 PROVIDE 120V POWER FOR DRAFT SYSTEM CONTROL PANEL.

26.04 UTILIZE EXISTING PANEL "BR" AND REPLACE EXISTING CIRCUIT BREAKER AT

CIRCUITS 2-4-6 WITH NEW 20A/3P CIRCUIT BREAKER TO MATCH THE EXISTING

PANEL IN ALL ASPECT. THIS BREAKER OR CIRCUIT NUMBER SHALL FEED THE

NEW DRAFT FAN "DF-1".

PARTICIPATE IN ALL TRADES COORDINATION EFFORT TO

LOCATE PIPING, EQUIPMENT, EXISTING UTILITIES AND

SERVICE CLEARANCES.

H HUMIDITY SENSOR (S-SENSOR)

PRESSURE SENSOR (S-SENSOR)P

T

NEW CONNECTIONFULL PORT BALL VALVE

ROOM THERMOSTAT (S-SENSOR)

G

MW

HWR

HWS

D

Y-TYPE STRAINER WITH CLEANOUT PLUG

TWO-WAY VALVE

UNION

THREE WAY VALVE

THERMOMETER WELL

THERMOMETER

TEST FITTING

SWING CHECK VALVE

RELIEF OR SAFETY VALVE DISCHARGE TO ROOM

PRESSURE REDUCING VALVE ASSEMBLYPRV

PRESSURE REDUCING VALVE

PRESSURE GAUGE ASSEMBLY W/SNUBBER

PRESSURE GAUGE ASSEMBLY

MANUAL AIR VENT VALVE

MANUAL BUTTERFLY VALVE

FLOW SWITCH

FS

FLOW MEASURE DEVICE

FLOW IN THE DIRECTION OF ARROW

FLEXIBLE CONNECTION

EXPANSION JOINT

DRAIN VALVE - PIPE TO FLOOR DRAIN

(3/4" UNLESS OTHERWISE INDICATED)

CAP

BLIND FLANGE

ANGLE VALVE

AUTO VENT, VALVE- PIPE

DISCHANGE TO DRAIN

PIPE

CHWS

ELEVATION OR SECTION SAME

DRAWING

ELEVATION OR SECTION REMOTE

LOCATION.

DUCT ELBOW WITH TURNING

VANES (RADIUS ELBOW)

DUCT ELBOW TURNED UP

DUCT ELBOW TURNED DOWN

DIRECTION OF AIR FLOW

NATURAL GAS

MAKE-UP WATER

HOT WATER RETURN

HOT WATER SUPPLY

DRAIN

DEMOLITION

CA COMBUSTION AIR

F FLUE

UNIT HEATERUH

WATER HEATERWH

WMS WIRE MESH SCREEN

TT TEMPERATURE TRANSMITTER

OPER OPERATION

FS FLOW SWITCH

THOUSANDS BRITISH THERMAL

UNITS PER HOUR

ET EXPANSION TANK

PCF POUNDS PER CUBIC FOOT

MBH

ROOMRM

DWG DRAWING

DIFF DIFFUSER

ACCESS DOOR

AIR HANDLING SYSTEM

AMPERE

BACK DRAFT DAMPER

BRAKE HORSEPOWER

BOTTOM OF DUCT

BRITISH THERMAL UNIT

BRITISH THERMAL UNITS PER HOUR

COMBUSTION AIR

COOLING COIL

COUNTER CLOCKWISE

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CUBIC FEET PER MINUTE

CONCRETE

HEATING COIL

HORSEPOWER

HEATING

INSIDE DIAMETER

INCH

WATT

WITH

WET BULB TEMPERATURE

WATER COLUMN

INSULATION

KILOWATT

KILOWATT HOUR

LEAVING AIR TEMPERATURE

POUNDS PER HOUR

INTAKE OR EXHAUST LOUVER

LEAVING WATER TEMPERATURE

MIXED AIR TEMPERATURE

MOTORIZED DAMPER

MANUAL

MAXIMUM

MINIMUM

NOISE CRITERIA

NORMALLY CLOSED

NOT IN CONTRACT

NECK

NUMBER

NORMALLY OPEN

NOT TO SCALE

OUTSIDE AIR

OUTSIDE AIR INTAKE

OUTSIDE DIAMETER

PUMP

PRESSURE DIFFERENCE

SINGLE PHASE

THREE PHASE

PRESSURE

PRESSURE REDUCING VALVE

PIPE SUPPORT

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAUGE

RETURN AIR

RETURN

TYPICAL

TANK

REQUIRED

RELATIVE HUMIDITY

REVOLUTIONS PER MINUTE

ROOF OPENING

PRESSURE RELIEF VALVE

SUPPLY FAN

SCREWED

SPECIFICATION

STATIC PRESSURE

STANDARD

TOTAL STATIC PRESSURE

VALVE

VARIABLE AIR VOLUME

VOLUME DAMPER

VELOCITY

VERIFY IN FIELD

HERTZ

GALLONS PER MINUTE

GAGE OR GAUGE

FOOT

FEET PER MINUTE

FLOW MEASURING DEVICE

FLEXIBLE

FLANGED

FLOOR

FIRE DAMPER

FAN COIL UNIT

FLUE

EXPANSION

EXHAUST

ENTERING WATER TEMPERATURE

EXISTING TO REMAIN

ELEVATION

EXPANSION JOINT

EFFICIENCY

EXHAUST FAN

DIAMETER

ENTERING AIR TEMPERATURE

DRAFT FAN

DEFLECTION

DRY BULB TEMPERATURE

DECIBEL

CLOCKWISE

COOLING TOWER

CAST IRON

CENTER LINE

CEILING

CLEAN OUT

COMPRESSION TANK

Z ZONE

WC

WB

W/

W

VIF

VEL

VD

VAV

VA

TYP

TSP

T

STD

SP

SPEC

SCRD

S

RV

RO

RPM

RH

RET

REQD

RA

PSIG

PSIA

PS

PRV

PRESS

3 PH

1 PH

P

P

OD

OAI

OA

NTS

N.O.

NO

NK

NIC

N.C.

NC

MIN.

MAX.

MAN.

MD

MAT

LWT

LOV

LB/H

LAT

KWH

KW

INSUL

IN

ID

HTG

HP

HC

HZ

GPM

GA

FT

FPM

FMD

FLEX

FLGD

FL

FD

FC

DEGREES FAHRENHEIT°F

F

EXP

EXH

EWT

ETR

EL

EJ

EFF

EAT

E

DIA

DF

DFL

DBT

DB

CW

CT

COT

CONC

C.O.

CLG

CL

CI

CFM

CHWR

CHWS

CCW

CC

CA

BTUH

BTU

BOD

BHP

BDD

AMP

AH

AD

VIBRATION ISOLATOR VIB ISOL

1. THE BOILER PLANT OPERATED DURING THE HEATING SEASON ONLY. DURING THE COOLING SEASON, THE

BOILER PLANT DOES NOT OPERATE.

2. SUGGESTED SEQUENCE OF WORK:

A. OBTAIN SECURITY CLEARANCES THE PROCESS TAKES APPROXIMATELY THREE MONTHS.

B. SUBMIT TAB QUALIFICATION, AND SAMPLE REPORT FORMS

C. PERFORM PRE-ALTERATION TESTING EFFORT. SUBMIT REPORT.

D. VISIT THE SITE TO REVIEW EXISTING CONDITIONS.

E. DEVELOP COORDINATED SHOP DRAWINGS OBTAIN SIGNOFF FROM ALL TRADES. SUBMIT FOR REVIEW.

F. SUBMIT PRODUCT DATA FOR ALL EQUIPMENT. REFER TO SPECIFICATIONS FOR ACCEPTABLE

MANUFACTURERS.

G. SUBMIT CONTROLS PRODUCT DATA AND SHOP DRAWINGS.

H. DEVELOP COMMISSIONING PLAN WITH A FUNCTIONAL CHECK LIST FUNCTIONAL TESTING, AND A

SPREADSHEET TO IDENTIFY PROBLEMS AND RESOLUTION

I. EXECUTE INSTALLATION PER COORDINATION SUBMITTAL.

J. PERFORM START UP OF ALL EQUIPMENT. TEST AND CALIBRATE CONTROLS. PERFORM TAB.

K. COMPLETE PRE-FUNCTIONAL CHECKLIST.

L. EXECUTE FUNCTIONAL TESTING.

M. SUBMIT COMMISSIONING PLAN.

N. SUBMIT OPERATION AND MAINTENANCE MANUAL FOR REVIEW.

O. PERFORM AND RECORD TRAINING.

P. CONTRACTOR, MANUFACTURER, AND ANY SUB CONTRACTORS SHALL BE AVAILABLE TO SERVICE

EQUIPMENT WITHIN 24 HOURS OF NOTIFICATION THAT SERVICE IS NEEDED.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND OPERATING SYSTEM THAT FUNCTIONS AS INTENDED BY THE CONTRACT DOCUMENTS. FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS TO COMPLETE AN INSTALLATION THAT COMPLIES WITH THE CONDITIONS OF THE

MANUFACTURER'S WARRANTY.

4. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING, MANAGING AND DOCUMENTING ANY MEETINGS THROUGHOUT THE PROJECT. SCHEDULE WEEKLY PROGRESS MEETINGS, CONTROLS MEETINGS, TAB MEETINGS, ETC... MEETING AGENDAS SHALL BE PROVIDED 24 HOURS PRIOR TO MEETINGS. MEETING MINUTES SHALL BE PROVIDED WITHIN 48 HOURS OF MEETING COMPLETION. THE CONTRACTOR SHALL MEET WITH ALL SUBS TO UPDATE SCHEDULE, IDENTIFY PROGRESS AND IDENTIFY UPCOMING EFFORTS.

PRIOR TO PROGRESS MEETING.

5. THE PROJECT IS LOCATED IN A GSA FACILITY AND REQUIRES SECURITY CLEARANCES FOR ALL WORKERS.

THE CONTRACTOR SHALL BE FAMILIAR WITH THE SECURITY CLEARANCE PROCESS AND SHALL WORK

WITH THE GSA TO OBTAIN CLEARANCES.

6. PRE-ALTERATION TESTING: PRIOR TO DEMOLITION EFFORTS PERFORM EFFORTS TO TEST THE SYSTEM.

PROVIDE A REPORT.

7. BOILERS: THE EXISTING CLEAVER BOILERS SHALL BE INTEGRATED WITH THE DRAFT CONTROL SYSTESM

AND BAS. PERFORM COMBUSTION ANALYSIS.

8. SUPPORTS: PROVIDE ADEQUATE SUPPORTS TO HANG AND MOUNT EQUIPMENT FROM STRUCTURE.

9. CONTROLS: THESE DOCUMENTS DESCRIBE THE INTENDED SEQUENCE OF OPERATIONS AND CONTROL METHODOLOGY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DESIGN, COORDINATION, TESTING AND ADJUSTMENTS TO PROVIDE A COMPLETE AND OPERATING SYSTEM. THE CONTRACTOR

SHALL SUBMIT DOCUMENTATION TO ENSURE ALL DEVICES ARE CALIBRATED, PROGRAMMED AND

OPERATING TO ACHIEVE INTENDED SEQUENCE.

10. COMMISSIONING: THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LEVELS OF COMMISSIONING.

11. WARRANTY: ALL EQUIPMENT AND WORK SHALL BE WARRANTED FOR AT LEAST ONE YEAR FROM THE

DATE OF SUBSTANTIAL COMPLETION.

12. OPERATIONS AND MAINTENANCE MANUAL: THE MANUAL WILL BE REVIEWED IN STRICT ACCORDANCE

WITH THE DIVISION I REQUIREMENTS. PROVIDE ALL NECESSARY INFORMATION.

13. PROVIDE OWNER TRAINING TO MAINTAIN NEW EQUIPMENT AND INTEGRATION OF NEW DRAFT CONTROLS.

CIRCUIT SETTER

AMERICAN GAS ASSOCIATIONAGA

M101

1. THE CONTRACTOR SHALL PERFORM TESTING AND INVESTIGATION OF THE EXISTING SYSTEMS DESCRIBED WITHIN THE DOCUMENTS. SCHEDULE AND PERFORM TESTING OF SYSTEMS SUCH THAT TESTING HAS BEEN SATISFACTORILY

EXECUTED PRIOR TO THE SHEET OF DEMOLITION

2. THE CONTRACTOR SHALL PERFORM A COMBUSTION ANALYSIS FOR EACH BOILER TO ESTABLISH THE BOILERS ARE

CORRECTLY FIRING AND SET A BENCHMARK FOR POST CONSTRUCTION PERFORMANCE.

1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY SECURITY CLEARANCES TO OBTAIN ACCESS TO THE BUILDING. THE CONTRACTOR SHALL OBTAIN ANY ADDITIONAL CLEARANCES REQUIRED TO ACCOMMODATE TEMPERATURE CONTROL

EFFORTS.

2. THE CONTRACTOR SHALL SUBMIT ALL SUBMITTALS, PRODUCT DATA ,SHOP DRAWINGS, CALCULATIONS, QUALIFICATION

DATA, AND SAMPLE FORMS PRIOR TO STARTING ANY FIELD EFFORTS.

3. THE CONTRACTOR SHALL PERFORM A COMBUSTION ANALYSIS OF THE BOILER PLANT TO ESTABLISH THE BOILERS ARE OPERATING WITHIN MANUFACTURER'S SUGGESTED RANGE. COMBUSTION ANALYSIS TO BE USED AS COMPARATIVE

TOOL AT THE COMPLETION OF THE PROJECT.

4. THE CONTRACTOR SHALL REMOVE THE EXISTING COMBUSTION AIR DUCTWORK AND THE FLUE DUCTWORK THAT SERVICES THE CURRENT BOILER PLANT. THE BOILERS, PUMPS AND HYDRONIC SYSTEM COMPONENTS ARE EXISTING TO REMAIN AND SHALL BE PROTECTED TO PREVENT INCIDENTAL DAMAGE DURING CONSTRUCTION EFFORTS. ANY DAMAGE

SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TOT HE GOVERNMENT.

5. THE CONTRACTOR SHALL PROVIDE A UL LISTED DRAFT CONTROL SYSTEM INTEGRATED WITH THE EXISTING BOILERS AND BUILDING AUTOMATION SYSTEM. PROVIDE FACTORY CONTROLS TO MANAGE THE OPERATION OF DRAFT DAMPERS, FANS AND COMBUSTION DAMPERS. MONITOR THE DRAFT CONTROL SYSTEM FROM THE BAS.

6. PROVIDE UL LISTED FACTORY FABRICATED SYSTEM, DUCTWORK AND FITTINGS TO ACCOMMODATE THE INSTALLATION OF ALL FLUE DUCT. INSTALL AND TEST THE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER REQUIREMENTS.

7. INTEGRATE THE DRAFT CONTROL SYSTEMS WITH THE CURRENT BOILER PLANT CONTROLS. HIRE THE LOCAL VENDOR SERVICING THE CLEAVER BROOKS BOILERS TO ASSIST WITH THE INTEGRATION OF THE BOILER AND DRAFT SYSTEM.

8. PROVIDE CONDENSATE DRAINS WITH NEUTRALIZATION TANKS. UTILIZE CORROSION RESISTANT PIPING AND ROUTE TO A

DRAIN WITHIN THE MECHANICAL ROOM.

9. PROVIDE CLOSEOUT DOCUMENTS INCLUDING WARRANTY, REDLINE AS BUILDS, TESTING REPORTS, AND ALL OTHER

CLOSEOUT DOCUMENTS REQUIRED WITHIN THE SPECIFICATIONS.

GENERAL

FOR OFFICIAL USE ONLY

UNITED STATES GOVERNMENT

PROPERTY OF THE

GREAT LAKES REGION 5

LIMITED OFFICIAL USE ONLY

PROPERTY OF THE UNITED STATES GOVERNMENT

FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE.

PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED

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

FORT WAYNE CHIMNEY REPAIR

DESIGN

1300 S HARRISON STREET

FORT WAYNE, INDIANA 46802

DATE :

SHEET SIZE:

TECHNICAL SERVICES BRANCH

REGION 5 CHICAGO, IL

MARK DESCRIPTION DATE

IN0031ZZ

24x36

E. ROSS ADAIR 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

©2023 Bailey Edward Design Design Firm License No. 184-001962

DO NOT SCALE DRAWINGS.

WRITTEN DIMENSIONS HOLD PRIORITY OVER

APPARENT SCALE.

10/10/2023KWL

95% DESIGN DOCUMENTS 11/10/2021

17005-19-12 signature date 10/10/2023 license expires on 07-31-2025

PE19500200

STATE OF

PROFESS I ONA L ENG I N

EE

R

I N D I A N A

KE

NT

W. LOCKE, JR.

2 100% DESIGN DOCUMENTS 01/20/2022

3 10/10/2023FOR SOLICITATION

M000

MECHANICAL STANDARDS

M000 N/A

B

B

B

EXISTING GAS

METER.

SUPPORTS

(TYPICAL)

PITCH

1/4" PER FOOT.

VFD

6"Ø

PITCH

1/4" PER FOOT.

RO122

GSA MAINTENANCE

RO119

BOILER

ROOM

RO121

TEL. MAINT.

PERS.

RO120

TEL. FRAME

ROOM

STAIR 7A

STAIR 7

DN

UP

EXISTING CHILLERS

ON CONCRETE

HOUSEKEEPING PADS

02.01

02.05

02.02

02.04

02.0402.0402.03

02.03 02.03

02.06 02.08

02.07

02.09

02.0502.0502.05 02.05

02.05

02.05

G

HWR

HW

R

HW

S

ETR

02.10

E

G

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

BASEMENT BOILER ROOM DEMOLITION MECHANICAL PLAN

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

0 2' 4' 8'

N/A

MECHANCIAL

SCALE: 1/64" = 1'-0"

KEY PLAN

1. THE HEATING PLANT IS OPERATIONAL SEASONALLY. UPGRADES TO THE

PLANT SHALL BE PERFORMED DURING THE COOLING SEASON WHEN THE

BOILER PLANT IS OFF.

2. THE CONTRACTOR SHALL PERFORM A COMBUSTION ANALYSIS TO

ESTABLISH A BENCHMARK TO ACHIEVE POST ALTERATION. COORDINATE

SCHEDULING WITH GSA.

3. THE MECHANICAL ROOM CONTAINS BOILERS, CHILLERS, PUMPS, VFD'S ETC.

PROTECT EQUIPMENT TO REMAIN FROM DAMAGE. THE CONTRACTOR SHALL

REPAIR AND DAMAGE WITHOUT ADDITIONAL COST TO THE GOVERNMENTS.

4. PROVIDE TEMPORARY SECURITY MEASURES TO SECURE THE NORTH WALL

OPENING THAT FACILITATES THE PRE-ALTERATION BOILER FLUES.

5. THE CONTRACTOR SHALL RECYCLE ANY MATERIAL THAT IS SUITABLE FOR

THE PROCESS, PARTICULARLY METALS. SUBMIT WASTE MANAGEMENT

REPORTS TO DEMONSTRATE RECYCLED MATERIAL AND QUANTITY.

6. PROTECT…