Amendment_006_to_Solicitation.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

5P!QCE-CH

GS-05-P-17-GB-C-0001 -Construction Manager as Constructor, for the John C. Kluczynski Federal Building Tenant Office Buildout, Amendment 006 The above referenced solicitation hereby incorporates updated drawings for EEOC.

5P1QCE-CH

Acquisition Management Division 230 S. Dearborn St.

Room 3300 Chicago, IL 60604

Acquisition Management Division 230 S. Dearborn St.

Room 3300 Chicago, IL 60604

GS05P17GBC0003

08/16/2017

07/18/2017

INSTRUCTIONS (Back Page):

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contracting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Items 9, (Amendment of Solicitation Number - Dated), and 10, (Modification of Contract/Order Number - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries:

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document.

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 11/2016) BACK

(1) Accounting classification Net increase $

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General Services Administration Public Buildings

Service Great Lakes Region 5

Professional Services Division John C. Kluczynski Federal Building 230 South Dearborn Street Chicago, IL 60604

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

GSA PROJECT NO.

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

KE

Y

PL

AN

GR

AP

HI

C

SC

AL

E

/1

/2

:3 :0

P

M

G000

18TH &29TH FLOOR

2010101

O. ORTEGA

J. STRYKER

230 S. DEARBORN ST.

N.A.

GENERAL

N.A.

08/14/2017

ADDENDUM 1

EEOC

GS-05P-15-FA-D-XXXX

CHICAGO, IL 60604

IL0236FC

JOHN C. KLUCZYNSKI FEDERAL BUILDING

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF

THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO

UNAUTHORIZED PERSONS IS PROHIBITED

Do not remove this notice Properly destroy documents when no longer needed

GENERAL SERVICES ADMINISTRATION

JOHN C. KLUCZYNSKI FEDERAL BUILDING

230 SOUTH DEARBORN STREET

18TH & 29TH FLOOR EEOC

ADDENDUM 1

CHICAGO, ILLINOIS 60604

GSA PROJECT CONTROL NO.: EP-GS-P-05-15-FD-7000

AUGUST 14, 2017

GENERAL SERVICES ADMINISTRATION

230 SOUTH DEARBORN STREET CHICAGO, ILLINOIS 60604

MARK DATE DESCRIPTION

north

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING

CODE; THE LATEST NATIONAL ELECTRIC CODE; GSA FACILITY STANDARDS PBS-P100 2015;

LATEST NFPA 13, 14, 72 & 101; UNDERWRITERS LABORATORY AND FACTORY MUTUAL

STANDARDS (WHERE APPLICABLE). THE WORK SHALL MEET THE PROVISIONS OF U.F.A.S &

TITLE III OF THE AMERICANS WITH DISABILITIES ACT, AND "ADA ACCESSIBILITY GUIDELINES

FOR BUILDINGS AND FACILITIES".

2. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE AND BUILDING ELEMENTS FROM

DAMAGE DUE TO THE DEMOLITION AND CONSTRUCTION OPERATIONS, AND REPAIR OR

REPLACE ELEMENTS WHICH ARE TO REMAIN, AND WHERE DAMAGED DURING THE WORK, TO

THE SATISFACTION OF THE CONTRACTING OFFICER, AT THE CONTRACTOR'S EXPENSE. THE

CONTRACTOR SHALL MAKE THE CONTRACTING OFFICER AWARE OF ANY EXISTING DAMAGES

ON THE FLOOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE THIS SURVEY WITH THE CONTRACTING OFFICER.

3. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE WORK.

NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES.

4. UNLESS NOTED OTHERWISE, ALL TYPICAL WALLS AND PARTITIONS ARE DIMENSIONED TO

THE FACE OF THE WALL.

5. UNLESS NOTED OR DIMENSIONED OTHERWISE, ALL DOORS ARE LOCATED BY THEIR JAMB

DETAIL RELATIVE TO ADJACENT WALLS AND PARTITIONS. REFER TO SHEET A901 FOR JAMB

DETAILS.

6. ALL PIPING, DUCTS, CONDUITS, ETC. THAT PENETRATE RATED FLOOR SLABS AND WALLS

SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE FIRE INTEGRITY OF THE

FLOOR OR WALL. AS PER A U.L. TESTED ASSEMBLY.

7. ALL INTERIOR FINISHES SHALL BE:

CORRIDORS CLASS II

SMOKE DEVELOPED: ≤ 100 {PBS-PQ100.1 (7-9)}

FLAME SPREAD:26 - 75

OFFICES CLASS III

SMOKE DEVELOPED:≤ 200 {PBS-PQ100.1 (7-9)}

FLAME SPREAD:76 - 200

17. INSPECTION BY THE CONTRACTOR: THE CONTRACTOR AKNOWLEDGES AND AGREES THAT HE HAS INDIVISIBLE AND CONTRACTUAL OBLIGATION TO THE OWNER TO MAKE HIS ON INSPECTIONS OF HIS WORK AT ALL STAGES OF CONSTRUCTION; AND SHALL SUPERVISE PERFORMANCE OF WORK IN SUCH

MANNER AS TO ENABLE HIM TO CERTIFY AT ALL TIMES THAT WALL WORK HAS BEEN EXECUTED

STRICTLY IN ACCORDANCE WITH THE METHODS AND REGULATIONS GOVERNING THE EXECUTION OF THE

WORK.

18. THE CONTRACTOR SHALL NOT ALLOW HAZARDOUS CONDITIONS OR PUBLIC NUISANCES TO DEVELOP OR

PERSIST IN PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL INSTALL AND MAINTAIN

APPROPRIATE SAFETY BARRIERS OR TEMPORARY PARTITIONS AS REQUIRED BY GOVERNING AGENCIES AND AT ALL LOCATIONS WHERE THE GENERAL PUBLIC MAY HAVE ACCESS TO, OR COME IN CONTACT

WITH THE PROJECT SITE LIMITS.

19. ALL REFUSE AND DEBRIS SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF BY THE

CONTRACTOR.

20. CONTRACTOR SHALL REVIEW DRAWINGS FOR COORDINATION PRIOR TO COMMENCEMENT OF WORK.

EACH TRADE IS RESPONSIBLE FOR THE COORDINATION OF ALL RELATED DIVISIONS WHOSE WORK

INTERFACES WITH THEIR OWN.

21. THOROUGHLY REVIEW ALL PLANS AND SPECIFICATIOINS. VERIFY ALL DIMENSIONS AND CONDITIONS

BEFORE STARTING WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

22. PROVIDE CATHODIC ISOLATION BETWEEN DISSIMILAR MATERIALS.

23. MAINTAIN WORK AREAS FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY AND

ALL MEANS OF EGRESS ROUTES MAINTAINED FREE AND CLEAR AT ALL TIMES.

24. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE EXACT EXTENT OF WORK, COORDINATION, DEMOLITION , TEMPORARY CONSTRUCTION, TEMPORARY FACILITIES, UTILITIES, ETC. NECESSARY TO COMPLETE

8'-0"

AxDxX

AXXX

AXXX

+20'-0"

TOP OF STEEL

A

ACOUSTICAL CEILING TILE

ARCHITECTURAL ABBREVIATIONS

COORDINATING OFFICER'S

HIGH PRESSURE LAMINATE

CONCRETE MASONRY UNIT HEATING VENTILATING

PARTITION \ TARGET

INTERIOR ELEVATION

REVISION TARGET

ELEVATION

NUMBER

SHEET NUMBER

AREA OF REVISION

REVISION NUMBER

HORIZONTAL

GLASS, GLAZING

HARDWARE

HOLLOW METAL

GYPSUM BOARD

HEIGHT

HIGH POINT

HT(H)

HP

HVAC

GYP. BD.

HORIZ

H

HM

HDW

HIGH

FLEXIBLE

FEET (FOOT)

FOOTING

FLOOR

FINISH

FOUNDATION

GENERAL CONTRACTOR

FURNISH, FURNITURE

GENERAL

GALVANIZED

GAUGE

FTG

GC

GL

GEN

GALV

FURN

GA

FIN

FDN

FT(')

FLEX

FLR

ITEM BEING REFERENCED

DATUM ELEVATION

DRAWING NUMBER, TITLE, SCALE

SHEET NUMBER

DETAIL NUMBER

SECTION NUMBER

SHEET NUMBER

ELEVATION TARGET

DOOR TARGET

ROOM NAME / NUMBER

ROOM NAME

ROOM NUMBER

DIMENSIONS

DETAIL REFERENCE

WINDOW TARGET

EXPANSION, EXPOSED

ENCLOSURE

EXHAUST

EXISTING, EX'G

ELEVATOR

EQUAL

EQUIPMENT

EXISTING

FLOOR DRAIN

EXPANSION JOINT

EXTERIOR

EXP

EXIST

FD

EXT

EJ

ENCLOS

ELEV

EXH

EQUIP

EQ

EXIST

DIAMETER

DIMENSION

DRAWING(S)

DRINKING FOUNTAIN

DETAIL

ELEVATION

ELECTRICAL

DOWEL

DWG(S)

EL

ELECT

EA

DWL

EACH

DET

DR

DN

DIM

DIA

DF

DOWN

DOOR

COVED VINYL BASE

COORDINATE

CONTRACTOR

CONTINUOUS

CERAMIC TILE

CENTER

DEPRESSION, DEPRESS

CYLINDER

DEEP (DEPTH)

DOUBLE

DEMOLITION

DEP

DEMO

DBL

D

CYL

CONT

CVB

COORD

CONTR

CTR

CT

CHECKED

CONTROL JOINT

CENTER LINE

CEILING

CLEAR

BOTTOM

BASEMENT

COLUMN

CONCRETE

CLOSET

CLR

CLG

CONC

COL

CLOS

BSMT

BOT

CL

CJ

CHK'D

GRAPHIC SYMBOLS

NO PREFIX:

SEE LIST ON

SAME SHEET

KEYNOTE:

DRAWING SPECIFIC

PARTIAL SECTION

"D" PREFIX:

SEE 27-A-0.1

KEYNOTES:

GENERAL

DEMOLITION

PROJECT KEYNOTE SYSTEM

RENOVATION

"A" PREFIX:

SEE 27-A-0.1

KEYNOTES:

GENERAL

ANCHOR, ANCHORAGE

BUILDING

ASSOCIATED

APPROVED

ARCHITECTURAL

ANODIZED

AUTOMATIC

AUXILIARY

AVERAGE

BOARD

BLOCK

BLDG

BD

AVG

AUX

BLK

ANOD

ARCH

APP'D

ANCH

ASSOC

AUTO

ADJACENT, ADJUSTABLE

ABOVE FINISHED FLOOR

ACOUSTICAL

ACCESS DOOR

AIR CONDITIONER

ALUMINUM

ACT

ADJ

AFF

AD

ACOUST

ALUM

A/C

AT

(ALL DISCIPLINES)

AND AIR-CONDITIONING

DIMENSION IN FT'-IN"

CPT CARPET

COR

REPRESENTATIVE

GYPSUM BOARDGPDW

H.P.L.

CMU

WOOD BLOCKING

WOOD

ALUMINUM

STEEL

CONCRETE MASONRY UNITS

BRICK ACOUSTICAL TILE

GLASS

STEEL

STAINLESS STEEL

CONCRETE

PLASTER / SAND / MORTAR / CEILING TILE

RIGID INSULATION

BATT INSULATION

WEST ADAMS STREET

WEST JACKSON BOULEVARD

S O

U T

H D

E A

R B

O R

N S

T R

E E

T

S O

U T

H C

L A

R K

S T

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E T

U.S. POST

OFFICE BUILDING EVERETT

McKINLEY

DIRKSEN

BUILDING

JOHN C. KLUCZYNSKI

FEDERAL BUILDING

LOCATION PLAN

TUBULAR STEEL OR TOP OF STEEL

TEMPERED, TEMPORARY, TEMPERATURE

WORKING POINT

WITHOUT

WIDTH, WIDE

WEIGHT

WATER CLOSET

UNDERWRITERS LABORATORIES

VERTICAL

UNLESS NOTED OTHERWISE

TYPICAL

THROUGH

THICK, THICKNESS

SUSPEND, SUSPENDED

TOP, THICK

TOP AND BOTTOM

W/I

W/O

WP

WD

WITHIN

WOOD

VERT

W

W/

WT

WC

WITH

UL

TYP

TS

THRU

UNO

SUSP

TEMP

T&B

T

THK

REPLACE

RELOCATE, RELOCATED

REQUIRE, REQUIRED

RADIUS, RISER

REFLECTED, REFERENCE, REFER

REVISE, REVISION

ROOFING

RIGHT HAND

SPECIFICATION

SEALANT

STRUCTURAL (STRUCTURE)

ROUGH OPENING

SOLID CORE WOOD

SCHEDULE

SIMILAR

SQUARE

STAINLESS STEEL

STANDARD

STRUCTURAL CLAY TILE

SPEC(S)

STD

STRUC

STL

SS

SQ

STEEL

SCHED

SCT

SEAL

SIM

SHT SHEET

RH

ROOFG

REV

SCWD

RO

RM ROOM

REF

R

REPL

RELOC

REQ

PROVIDE

PLYWOOD

NO CHANGE

PREFABRICATED

PLUMBING

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PLASTER

PAINT, POINT

PARTITION

OPPOSITE

NOT APPLICABLE

MOUNTING HEIGHT

NOT IN CONTRACT

NOT TO SCALE

NUMBER

NOMINAL

ON CENTER

OUTSIDE DIAMETER

OVERHEAD

PR

PROV

PREFAB

PT

PSI

PSF

PAIR

PART

OPP

PLYWD

PLAS

PL

PLMBG

PLATE

OC

NOM

NO,#

OH

OD

MTL

N/A

MTG HT

NC

NTS

NIC

METAL

POUND, POUNDS

LENGTH

LAMINATE

LAVATORY

LIGHTWEIGHT CONCRETE

MATERIAL

MAXIMUM

MEDIUM DENSITY PANEL BOARD

MEDIUM

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOUNTED

MANUFACTURER

INSULATE, INSULATION

INFORMATION

INTERIOR

MIN

MED

MANUF

MTD

MO

MISC

LTWT CONC

LB(S)

MATL

M.D.P.

MAX

JT

LAV

LAM

L

INSUL

INT

JOINT

INFO

IN(") INCH

ARCHITECTURAL SYMBOLS

GENERAL PROJECT NOTES AND CONDITIONS

TFP TEXTURE FINISHED PAINT

VCT VINYL COMPOSITION TILE

IRWC IMPACT RESISTANT WALL COVERING

VINYL WALL COVERINGVWC

VINYL BASEVB

MECH MECHANICAL

JOHN C. KLUCZYNSKI FEDERAL

BUILDING 230 SOUTH DEARBORN

STREET CHICAGO, ILLINOIS

VENDINGVND

DRAWING SPECIFIC KEYNOTES WILL BE FOUND ON EACH SHEET

37TH FLOOR PLAN

1/8"=1'-0"

OFFICE

NOTE: REFER

TO SHT. A-601

FOR PARTITION

TYPES

PARTITION TYPE

EXIST.

PARTITION

TO REMAIN

EXIST.

PARTITION

TO BE

DEMOLISHED

NEW PARTITION

EXISTING

DOOR TO

REMAIN

NEW

DOOR &

NUMBER

DOOR TO

BE

DEMOLISHED

8. UNLESS NOTED OTHERWISE, WHERE CONFLICTS ARISE BETWEEN THE PLANS, DETAILS AND

SCHEDULES, THE CONTRACTING OFFICER WILL MAKE A WRITTEN INTERPRETATION.

9. PROVIDE FOR THE REMOVAL, CAPPING AND PLUGGING OF EXISTING TELEPHONE AND ELECTRIC FLOOR OUTLETS, AT FLOOR LEVEL. FURTHER INFORMATION IS GIVEN IN THE ELECTRICAL DRAWINGS.

10. FILL WITH APPROPRIATE MATERIAL ALL SCREW HOLES EXPOSED IN EXISTING CURTAIN WALL MULLIONS WHERE EXISTING INTERIOR PARTITIONS HAVE BEEN REMOVED, CLEAN AND RESTORE FINISH (PAINT) TO

MATCH THE ADJACENT, UNDAMAGED, PAINTED MULLIONS.

11. THE CONTRACTOR IS TO RESTORE THE FINISH ON ANY MULLIONS THAT ARE IN DISREPAIR AS A PRE- EXISTING CONDITION, PRIOR TO THE START OF THE WORK; TO MATCH THE ADJACENT, UNDAMAGED PAINTED MULLIONS. THE CONTRACTING OFFICER TOGETHER WITH THE CONTRACTOR, WILL SURVEY THESE AREAS AND IDENTIFY THE MULLIONS WHICH WILL REQUIRE REMEDIAL ACTION, BEFORE WORK

BEGINS ON EACH FLOOR.

12. ALL EXISTING SURFACES, SCHEDULED TO REMAIN AND WHICH ARE WITHIN THE AREA OF WORK, SHALL BE PATCHED AND REPAIRED, IN A MANNER SUITABLE FOR THE SCHEDULED FINISH. REMOVE, REPLACE AND PATCH ANY LOOSE, DETERIORATED OR WATER DAMAGED PLASTER.

13. ALL EXISTING MINIBLINDS ARE TO REMAIN. EACH ONE IS TO BE RAISED AND PROTECTED

THROUGHOUT COSTRUCTION BY BEING NEATLY WRAPPED WITH PLASTIC.

14. FOR ANY OPEN FLAME STEEL WELDING OR TORCH CUTTING, GSA REQUIRES CONTRACTOR TO OBTAIN BURN PERMIT FROM GSA BUILDING MANAGER AND PROVIDE FIRE WATCH. FIRE WATCH IS MANDATED

TO BE CURRENT BUILDING MAINTENANCE/SECURITY COMPANY. ALL COSTS ASSOCIATED BY

CONTRACTOR.

15. THE CONTRACTOR SHALL COORDINATE INTERRUPTION OF ANY BUILDING UTILITIES WITH THE GSA AND

BUILDING MANAGER AT LEAST 72 HOURS BEFORE INTERRUPTION IS TO TAKE PLACE.

16. THE CONTRACTOR ALONE SHALL BE RESPOSIBLE OF THE SAFETY AND ADEQUACY OF HIS PLANT, APPLIANCES, AND METHODS. HE SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY THE CONDITIONS AND PROCESS OF THE WORK, PROPER SAFEGUARDS FOR THE PROTECTION OF

WORKMEN, OWNER, AND OWNER'S PROPERTY. CONTRACTOR SHALL POST DANGER WARNINGS

AGAINST HAZARDS CREATED BY THE CONSTRUCTION OPERATIONS. HE SHALL DESIGNATE A

RESPONSIBLE MEMBER OF HIS ORGANIZATION ON THE WORK. WHOSE DUTY SHALL BE THE PREVENTION OF ACCIDENTS. IN ABSENCE OF NOTICE CONTRARY, FIELD IN WRITING TO THE OWNER, THE PERSON

WOULD BE THE SUPERINTENDENT OF THE CONTRACTOR.

AXXX

AXXX

WINDOW NUMBER#

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General Services Administration Public Buildings

Service Great Lakes Region 5

Professional Services Division John C. Kluczynski Federal Building 230 South Dearborn Street Chicago, IL 60604

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

GSA PROJECT NO.

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

KE

Y

PL

AN

GR

AP

HI

C

SC

AL

E

/1

/2

:3 :0

P

M

G001

18TH &29TH FLOOR

2010101

S. MORENO

J. STRYKER

230 S. DEARBORN ST.

N.A.

GENERAL

N.A.

08/14/2017

ADDENDUM 1

EEOC

GS-05P-15-FA-D-XXXX

CHICAGO, IL 60604

IL0236FC

JOHN C. KLUCZYNSKI FEDERAL BUILDING

DRAWING INDEX

SHEET NO. SHEET NAME

10 MECHANICAL

M001 MECHANICAL GENERAL NOTES, LEGENDS &ABBREVIATIONS

MD118 MECHANICAL DEMO PLAN - LEVEL 18

MD119 MECHANICAL DEMO PLAN - LEVEL 29

MH118 MECHANICAL HVAC PLAN - LEVEL 18

MH119 MECHANICAL HVAC PLAN - LEVEL 29

MH501 MECHANICAL HVAC SCHEDULES

MH502 MECHANICAL HVAC SCHEDULES

MH601 MECHANICAL HVAC DETAILS

11 PLUMBING

P001 PLUMBING GENERAL NOTES, ABBREVIATIONS, & LEGEND

PD118 PLUMBING DEMO PLAN - LEVEL 18

PD119 PLUMBING DEMO PLAN - LEVEL 29

P118 PLUMBING PLAN - LEVEL 18

P119 PLUMBING PLAN - LEVEL 29

12 FIRE PROTECTION

F001 FIRE PROTECTION GENERAL NOTES, ABBREVIATIONS, &

LEGEND

F118 FIRE PROTECTION PLAN - LEVEL 18

F119 FIRE PROTECTION PLAN - LEVEL 29

16 ELECTRICAL

E001 ELECTRICAL NOTES, ABBREV, AND SYMBOLS

ED118 ELECTRICAL DEMO PLAN - LEVEL 18

ED119 ELECTRICAL DEMO PLAN - LEVEL 29

EL118 LIGHTING PLAN - LEVEL 18

EL119 LIGHTING PLAN - LEVEL 29

EP118 POWER PLAN - LEVEL 18

EP119 POWER PLAN - LEVEL 29

EP601 ELECTRICAL PANEL SCHEDULE

EP602 ELECTRICAL PANEL SCHEDULE

FA118 FIRE ALARM PLAN - LEVEL 18

FA119 FIRE ALARM PLAN - LEVEL 29

17 TELECOM

T001 TELECOM NOTES, ABBREV, AND SYMBOLS

TD118 TELECOM DEMO PLAN - LEVEL 18

TD119 TELECOM DEMO PLAN - LEVEL 29

T118 TELECOM PLAN - LEVEL 18

T119 TELECOM PLAN - LEVEL 29

T401 TELECOM ENLARGED PLANS

T501 TELECOM DETAILS

T601 TELECOM SCHEDULES AND DIAGRAMS

DRAWING INDEX

SHEET NO. SHEET NAME

00 GENERAL

G000 COVER SHEET

G001 GENERAL NOTES, DRAWING INDEX, ABBREV, AND SYMBOLS

G101 LIFE SAFETY DIAGRAMS

06 ARCHITECTURAL

A101 OVERALL ISOMETRIC - LEVEL 18

A102 OVERALL ISOMETRIC - LEVEL 29

AD118 DEMO FLOOR PLAN - LEVEL 18

AD119 DEMO FLOOR PLAN - LEVEL 29

AD318 DEMO RCP - LEVEL 18

AD319 DEMO RCP - LEVEL 29

A118 FLOOR PLAN - LEVEL 18

A119 FLOOR PLAN - LEVEL 29

A120 FOLDING PANEL PARTITION FRAMING PLAN AND DETAILS

A128 FLOOR FINISH PLAN - LEVEL 18

A129 FLOOR FINISH PLAN - LEVEL 29

A138 FLOOR FURNITURE PLAN - LEVEL 18

A139 FLOOR FURNITURE PLAN - LEVEL 29

A318 RCP - LEVEL 18

A319 RCP - LEVEL 29

A420 CASEWORK DETAILS

A421 ENLARGED PLANS

A422 ENLARGED PLANS

A601 INTERIOR ELEVATIONS

A602 INTERIOR ELEVATIONS

A604 INTERIOR ELEVATIONS

A901 DOOR & FRAME DETAILS

A902 DOOR & HARDWARE SCHEDULE

A903 DOOR & HARDWARE SCHEDULE

A904 DOOR & HARDWARE SCHEDULE

A905 DOOR & WINDOW DETAILS

A910 ROOM FINISH SCHEDULE

A911 ROOM FINISH SCHEDULE

A912 ROOM FINISH SCHEDULE

A913 PARTITION DETAILS

A940 CEILING DETAILS

S

SS

DN

D C B AEFGHJ

TWO HOUR RATED WALL

1. ALL ROOMS MUST BE SEPARATED FROM EACH OTHER BY 1-HOUR FIRE

RESISTANCE RATED WALLS.

2. CORRIDORD MUST HAVE A MINIMUM FIRE RESISTANCE RATING OF AT LEAST 1/2-

HOUR.

3. SEE REFLECTED CEILING PLANS FOR EXIT LIGHT LOCATIONS.

4. ALL CORRIDORS SHALL BE OF SMOKE TIGHT CONSTRUCTION.

LIFE SAFETY LEGEND

CAP

STAIR CAPACITY

EXIT STAIR DOOR

TWENTY-NINTH FLOOR

OCCUPANT LOAD

NOTES:

FT

DISTANCE IN FT TO EXIT

CODE ANALYSIS

NOTE: THE MOST STRINGENT APPLICABLE CODE REQUIREMENTS ARE LISTED BELOW.

CODE REQUIREMENT SECTION

USE GROUP

B (BUSINESS) IBC 304.1

THE BUILDING IS USED PRIMARILY AS OFFICES AND OTHER USES COMPLYING

WITH THE B USE GROUP CLASSIFICATION. THE 9TH FLOOR IS COMPRISED OF

OFFICE AND ACCESSORY USES. THE ENTIRE FLOOR IS SPRINKLERED.

REQUIRED SEPARATION

ELECTRICAL ROOMS NFPA

CONSTRUCTION TYPE

1-B IBC 602.2

IBC TABLE 601

THE BUILDING STRUCTURE IS PRIMARILY A STRUCTURAL STEEL FRAMING WITH

+/- 6" THICK FLOOR AND ROOF SLABS. THE BUILDING EXTERIOR WALLS ARE

PRIMARILY STEEL AND GLASS.

ALLOWABLE HEIGHT AND AREA

ALLOWABLE HEIGHT: 46 STORIES IBC TABLE 503

ALLOWABLE AREA: UNLIMITED

ACTUAL HEIGHT: 43 STORIES

ACTUAL AREA: 26,553 SF, 18 FLOOR\ 26,553 SF, 29 FLOOR

ACTUAL SCOPE AREA: 18,688 SF, 18 FLOOR \ 8,632 SF, 29 FLOOR

THE BUILDING IS 43 STORIES WITH A FOOTPRINT OF 26,048 SQUARE FEET

DEFINED BY THE PERIMETER COLUMNS.

HIGH-RISE BUILDINGS

THE REQUIREMENTS OF SECTION 403 FOR HIGH-RISE BUILDINGS APPLIES, THEIBC 403.1

RENOVATION TO THE 18TH AND 29TH FLOORS WILL BE EQUIPPED WITH

1. AUTOMATIC SPRINKLER SYSTEM IBC 403.3

2. AUTOMATIC FIRE DETECTION IBC 403.4.1

3. EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEM IBC 403.4.4

4. FIRE DEPARTMENT COMMUNICATIONS SYSTEM IBC 403.4.6

5. STANDBY POWER IBC 403.4.8

6. EMERGENCY POWER SYSTEMS IBC 403.4.9

THE EXISTING SPRINKLER SYSTEM AND OTHER SAFETY SYSTEMS WILL BE

RECONFIGURED FOR THE NEW RENOVATION.

OCCUPANT LOAD

OCCUPANT LOAD FOR THE ENTIRE 18TH FLOOR IS AS FOLLOWS:

1. BUSINESS AREAS P-100

17,197 SF AT 150 FT² GROSS \ OCCUPANT = 114 OCCUPANTSTABLE 7.4.4

2. BREAK ROOM (>450 FT²) P-100

455 SF AT 15 FT² NET PER OCCUPANT = 30 OCCUPANTSTABLE 7.4.4

3. CONFERENCE\MEETING\TRAINING\WAITING ROOMS (ANY SIZE)P-100

2,120 SF AT 15 FT² NET PER OCCUPANT = 142 OCCUPANTS TABLE 7.4.4

4. STORAGE NFPA 101

1,102 SF AT 500 FT² PER OCCUPANT = 2 OCCUPANTS TABLE 7.3.1.2

5. ACCESSORY STORAGE AREAS, MECHANICAL, EQUIPMENT ROOMIBC

1,611 SF AT 300 GROSS FT² PER OCCUPANT = 5 OCCUPANTSTABLE 1004.1.2

18TH FLOOR TOTAL OCCUPANTS = 294 OCCUPANTS

OCCUPANT LOAD FOR THE ENTIRE 29TH FLOOR IS AS FOLLOWS:

1. BUSINESS AREAS P-100

19,845 SF AT 150 SF GROSS \ OCCUPANT = 133 OCCUPANTSTABLE 7.44

2. BREAK ROOM \ PANTRY (<450 FT²) P-100

306 SF AT 30 FT² GROSS PER OCCUPANT = 10 OCCUPANTSTABLE 7.4.4

3. CONFERENCE ROOM\MEETING ROOM\TRAINING ROOM (ANY SIZE)P-100

1,784 SF AT 15 NET PER OCCUPANT = 119 OCCUPANTS TABLE 7.4.4

4. STORAGE ROOM NFPA

202 SF AT 500 FT² PER OCCUPANT = 0 OCCUPANTS TABLE 7.3.1.2

5. ACCESSORY STORAGE AREAS, MECHANICAL, EQUIPMENT ROOMIBC

561 SF AT 300 GROSS FT² PER OCCUPANT = 2 OCCUPANTSTABLE 1004.1.2

29TH FLOOR TOTAL OCCUPANTS = 264 OCCUPANTS

ONE HOUR RATED WALL

EIGHT-TEENTH FLOOR

OCCUPANT LOAD

BUSINESS

BREAK ROOM (<450 FT²)

BREAKDOWN

EXIT CAPACITY

1:150

1:15

OCC.

OCC.360

SMOKE BARRIER

CONFERENCE\TRAINING ROOM\

WAITING SPACE

1:15 142

EGRESS WIDTH

18TH FLOOR ALLOWABLE EGRESS WIDTH FOR BUILDING WITH SPRINKLER SYSTEM:

CAPACITY FACTOR FOR BUSINESS USE GROUP = 0.2" NFPA 101

TABLE 7.3.3.1

MINIMUM CORRIDOR WIDTH CALCULATION:

294 OCCUPANTS / 2 EXITS = 147 OCCUPANTS NFPA 101

7.3.3

147 OCCUPANTS AT 0.2" PER OCCUPANT = 29"

NARROWEST CORRIDOR IN EXISTING PORTION OF 18TH FLOOR IS 72"

NARROWEST CORRIDOR IN RENOVATED PORTION OF 18TH FLOOR IS 60"

29TH FLOOR ALLOWABLE EGRESS WIDTH FOR BUILDING WITH SPRINKLER SYSTEM:

CAPACITY FACTOR FOR BUSINESS USE GROUP = 0.2" NFPA 101

TABLE 7.3.3.1

MINIMUM CORRIDOR WIDTH CALCULATION:

264 OCCUPANTS / 2 EXITS = 132 OCCUPANTS NFPA 101

7.3.3

132 OCCUPANTS AT 0.2" PER OCCUPANT = 26"

NARROWEST CORRIDOR IN EXISTING PORTION OF 29TH FLOOR IS 72"

NARROWEST CORRIDOR IN RENOVATED PORTION OF 29TH FLOOR IS 51"

DEAD END LIMIT

DEAD-END CORRIDORS SHALL NOT EXCEED 50' - 0" NFPA 101

39.2.5.2

COMMON PATH OF EGRESS TRAVEL

COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 100 FEET NFPA 101

(PER EXCEPTION 1) 39.2.5.3.1

SPACES PERMITTED TO HAVE ONE MEANS OF EGRESS

SPACE WHERE EXIT ACCESS TRAVEL IS LESS THAN OR EQUAL TO 100' - 0" NFPA 101

COMMON PATH OF TRAVEL TO AN AREA WHERE ACCESS TO TWO DIFFERENT 39.2.4.2

EXITS CAN BE ACHIEVED (PER EXCEPTION 1)

MAXIMUM EXIT ACCESS TRAVEL DISTANCE

FOR SPRINKLERED BUILDINGS = 300' - 0" (PER EXCEPTION) NFPA 101

39.2.6

CORRIDOR FIRE RESISTANCE RATING

CORRIDORS ARE REQUIRED TO HAVE A 1-HOUR RATING PER NFPA 101, NFPA 101

HOWEVER, PER PBS-P100 SECTION 7.4.1, THIS REQUIREMENT IS OVERRIDDEN 7.1.3.1

AND CORRIDORS ARE NOT REQUIRED TO BE RATED

MINIMUM NUMBER OF EXITS REQUIRED

MINIMUM 2 EXITS REQUIRED ON THE 18TH AND 29TH FLOOR NFPA 101

39.2.4.1

EXISTING 18TH AND 29TH FLOORS EA CONTAIN 2 EXISTING EXITS

MINIMUM NUMBER OF PLUMBING FIXTURES REQUIRED

1. WATER CLOSETS: CHICAGO

1 REQUIRED FOR THE FIRST 10 OCCUPANTS, BUILDING

2 REQUIRED FOR THE NEXT 11-25 OCCUPANTS AND CODE TABLE

1 ADDITIONAL FOR EA. 25 IN EXCESS OF 25 18-29-403.1

18TH FLOOR: 294 OCCUPANTS - 147 MEN \ 147 WOMEN

13 WATER CLOSETS REQUIRED - 7 PER SEX

4 FOR WOMEN EXISTING

4 FOR MEN EXISTING

29TH FLOOR: 264 OCCUPANTS - 132 MEN \ 132 WOMEN

11 WATER CLOSETS REQUIRED - 6 PER SEX

4 FOR WOMEN EXISTING

4 FOR MEN EXISTING

2. LAVATORIES:

1 PER 40 OCCUPANTS REQUIRED

18TH FLOOR

7 LAVATORIES REQUIRED - 4 PER SEX

4 FOR WOMEN EXISTING

4 FOR MEN EXISTING

1 NEW LAVATORY IN TENANT SPACE

29TH FLOOR

7 LAVATORIES REQUIRED - 4 PER SEX

4 FOR WOMEN EXISTING

4 FOR MEN EXISTING

3. DRINKING FOUNTAINS:

1 PER 100 OCCUPANTS REQUIRED

3 DF's REQ'D ON THE 18TH AND 29TH FLOORS

2 EXISTING ON THE 18TH AND 29TH FLOORS

4. SERVICE SINKS:

1 REQUIRED

1 SERVICE SINK EXISTING AT 18TH AND 29TH FLOORS

FOUR HOUR RATED WALL

TOTAL

STORAGE ROOM 21:500

BREAKDOWN

ACCESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

51:300

BUSINESS

BREAK ROOM \ PANTRY (<450 FT²)

EXIT CAPACITY

1:150

1:15

OCC.

OCC.360

CONFERENCE\TRAINING ROOM\

WAITING SPACE

1:15 119

TOTAL

STORAGE ROOM 01:500

ACCESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

21:300

J H G F E D C B A

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3/4

CAP

180 CAP

FT

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CAP

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KEY PLAN

N.T.S.

0 16' 32'

1/16"=1'-0"

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General Services Administration Public Buildings

Service Great Lakes Region 5

Professional Services Division John C. Kluczynski Federal Building 230 South Dearborn Street Chicago, IL 60604

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

GSA PROJECT NO.

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

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P

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G101

18TH &29TH FLOOR

2010101

O. ORTEGA

J. STRYKER

230 S. DEARBORN ST.

N.A.

GENERAL

LIFE SAFETY

08/14/2017

ADDENDUM 1

EEOC

GS-05P-15-FA-D-XXXX

CHICAGO, IL 60604

IL0236FC

JOHN C. KLUCZYNSKI FEDERAL BUILDING

3/32" = 1'-0"

18TH FLOOR LIFE SAFETY PLAN

3/32" = 1'-0"

29TH FLOOR LIFE SAFETY PLAN

LEGEND:

EXISTING

DEMOLISHED

LEGEND:

EXISTING

KEY PLAN

N.T.S.

AREA OF WORK

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General Services Administration Public Buildings

Service Great Lakes Region 5

Professional Services Division John C. Kluczynski Federal Building 230 South Dearborn Street Chicago, IL 60604

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

GSA PROJECT NO.

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

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A101

18TH &29TH FLOOR

2010101

S. MORENO

J. STRYKER

230 S. DEARBORN ST.

ARCHITECTURE

N.A.

08/14/2017

ADDENDUM 1

EEOC

GS-05P-15-FA-D-XXXX

CHICAGO, IL 60604

IL0236FC

JOHN C. KLUCZYNSKI FEDERAL BUILDING

OVERALL ISOMETRIC - LEVEL 18 - NEW CONSTRUCTION

OVERALL ISOMETRIC - LEVEL 18 - DEMOLITION

MARK DATE DESCRIPTION

TYP.

LEGEND:

EXISTING

DEMOLISHED

LEGEND:

EXISTING

KEY PLAN

N.T.S.

AREA OF WORK

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N E

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E D

General Services Administration Public Buildings

Service Great Lakes Region 5

Professional Services Division John C. Kluczynski Federal Building 230 South Dearborn Street Chicago, IL 60604

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

GSA PROJECT NO.

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

KE

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P

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A102

18TH &29TH FLOOR

2010101

S. MORENO

J. STRYKER

230 S. DEARBORN ST.

ARCHITECTURE

N.A.

08/14/2017

ADDENDUM 1

EEOC

GS-05P-15-FA-D-XXXX

CHICAGO, IL 60604

IL0236FC

JOHN C. KLUCZYNSKI FEDERAL BUILDING1

OVERALL ISOMETRIC - LEVEL 29 - DEMOLITION

OVERALL ISOMETRIC - LEVEL 29 - NEW CONSTRUCTION

SHEET KEYNOTES

1. EXISTING CONSTRUCTION AND FINISHES TO REMAIN WITHIN THE PREMISES AND IN ADJACENT

SPACES SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING ITEMS THAT ARE

INADVERTENTLY DAMAGED ARE TO BE REPAIRED TO PRE-DEMOLITOIN CONDITION.

2. EXISTING FIXTURES, FITTINGS DEVICES, ETC. TO BE REMOVED BACK TO POINT WHERE IT IS NO

LONGER EXPOSED. REFER TO MEPFP DRAWINGS FOR ADDITIONAL INFORMATION.

3. ALL DEMOLITION ACTIVITIES ARE TO COMPLY WITH LOCAL CODES PERTAINING TO DEMOLITION AND BUILDING REGULATIONS. DEMOLISHED MATERIAL IS TO BE DISPOSED OF IN AN ENVIRONMENTALLY

SAFE MANNER.

4. REMOVE ALL EXISTING FLOOR MTD. DOOR STOPS.

5. PROVIDE TEMPORARY SECURITY PARTITION IN A MANNER THAT WILL NOT IMPEDE MEANS OF

EGRESS ON THE FLOOR. MAINTAIN DURING CONSTRUCTION.

6. REMOVE EXISTING SIGNAGE MOUNTED ON EXISTING PARTITIONS AND TURN OVER TO THE GSA.

7. INSPECT FLOOR FOR RAISED OR DEPRESSED AREAS IN SLAB. FILL DEPRESSIONS AND

LEVEL RAISED AREAS TO PROVIDE LEVEL SURFACE APPROPRIATE FOR NE FLOOR COVERINGS.

8. PROVIDE FILTER MEDIA FOR RETURN GRILLES AND PROTECTION FOR FAN COILS DURING

DEMOLITION AND CONSTRUCTION.

9. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL

DEMOLITION REQUIREMENTS.

10. EXISTING FIRE ALARM SYSTEM TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION UNTIL NEW SYSTEM IS ACCEPTED BY CONTRACTING OFFICER. PROVIDE TEMPORARY SUPPORT AS REQUIRED.

SEE ELECTRICAL DRAWINGS.

11. PROVIDE TEMPORARY SUPPORT FOR HVAC AND FIRE ALARM SYSTEMS, INCLUDING REMOTE

INDICATOR LAMPS, TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION. SEE MECHANICAL AND FIRE

PROTECTION DRAWINGS.

12. THE EXISTING SPRINKLER SYSTEM AND EQUIPMENT CAN BE TAKEN OUT OF SERVICE ONLY DURING

CONSTRUCTION PERIODS IN WHICH THE SPRINKLER SYSTEM IS BEING MODIFIED AND THE

CONTRACTOR IS AT THE WORK SITE. PRIOR TO LEAVING THE WORK SITE EACH DAY THE

CONTRACTOR SHALL RESTORE THE SPRINKLER SYSTEM TO SERVICE. IN ADDITION, ALL AREAS

OUTSIDE OF THIS PROJECT CONSTRUCTION AREA SHALL HAVE THEIR EXISTING FIRE PROTECTION

SPRINKLER SYSTEM IN FULL SERVICE PRIOR TO LEAVING THE WORK SITE EACH DAY.

DEMOLITION GENERAL NOTES

13. CONTRACTOR TO CONDUCT A COORDINATION MEETING, AFTER CEILING DEMOLITION IS

COMPLETED TO DETERMINE POTENTIAL CONFLICTS WITH EXISTING SPRINKLER PIPING AND

OTHER EXISTING UTILITIES WITH NEW LIGHT FIXTURE LOCATIONS. REPORT POTENTIAL CONFLICTS

TO COR FOR RESOLUTION. TYP.

14. ALL EXTERIOR WINDOWS HAVE TINTED SHADING FILM WHICH IS TO REMAIN. THIS FILM SHALL BE

PROTECTED DURING DEMOLITION AND CONSTRUCTION. FILM DAMAGED DURING THE WORK SHALL

BE REPLACED WITH IDENTICAL PRODUCT WITH RESPECT TO COLOR AND PERFORMANCE.

15. INSPECT ALL CONVECTOR COVERS FOR MISSING OR DAMAGED COMPONENTS. REPLACE EXISTING

DAMAGED CONVECTOR COVER OR MISSING/DAMAGED PORTION OF CONVECTOR COVER IN KIND.

USE EXISTING CONVECTOR COVER AS TEMPLATE AND MODEL TO REPLICATE CONVECTOR COVERS

IN DESIGN, PERFORMANCE, SHAPE AND DETAIL.

16. INSPECT FLOOR FOR RAISED OR DEPRESSED AREAS IN SLAB. FILL DEPRESSIONS AND LEVEL

RAISED AREAS TO PROVIDE LEVEL SURFACE APPROPRIATE FOR NEW FLOOR COVERINGS. (SEE

FINISH SCHEDULE SHT A910,A911) TYP.

17. EXISTING GYP. BD. COLUMN ENCLOSURES TO REMAIN. CUT & PATCH AS REQUIRED FOR

ELECTRICAL DEMOLITION. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

18. PATCH FIREPROOFING, EXISTING & NEW. AFTER CEILING IS REMOVED, A WALKTHROUGH WITH THE

GSA WILL BE REQUIRED TO IDENTIFY EXISTING AREAS REQUIRING TO BE PATCHED.

19. REFERE TO DIVISION SPECIFICATION SECTIONS 012300 ALTERNATES AND 012400 OPTIONS

FOR SCOPE OF WORK THAT PERTAINS TO THIS PROJECT.

20. PATCH AND PROVIDE SMOOTH SURFACE TO ACCEPT NEW FINISH AS REQUIRED ON EXISTING

GYPSUM BOARD WALLS RECIEVING FIRE-RATED WOOD BLOCKING.

J H G F E D C B A

4/5

3/4

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OPEN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

INTERVIEW

1814A

OPEN

OFFICE

WAITING

(ASSEMBLY

SPACE)

CLOSET

1827A

CLOSET

OFFICE

OFFICE

OFFICE

180047

TELECOM

OFFICE

OPEN

OFFICE

180046

OFFICE

(STORAGE)

MAIL

ROOM

OFFICE

OFFICEOFFICE

CLOSET

TRAINING

1842OFFICE

OFFICE

FILE

OFFICE

CONFERENCE

OFFICE

COPY

OFFICE

OFFICE

OFFICE

OFFICE

180050

OFFICE

OFFICE

1812A

RECEPTION

180048

WAITING

(ASSEMBLY

SPACE)

1813A

TYP.

D1

TYP.

D1

D2 D3

D3

TYP.

D4

TYP.

D4

TYP.

D4

TELE

18MB

ELECT

18MA STAIR

18W

STORAGE

18MG

ELEVATOR

LOBBY

18MC

ELEVATOR

LOBBY

18CORB

WOMENS

TOILET

18TSW

MENS

TOILET

18TNW

STAIR

18E

TELE

18MD

ELECT

18ME

STRG

18MF

WOMENS

TOILET

18TNE

MENS

TOILET

18TSENIC CORR

18CORC

VEST

18MH

TYP.

D1

TYP.

D1

TYP.

D1

TYP.

D1

D2

D3

D3 D3

D3

TYP.

D4 TYP.

D4

D5

D5

D4

D6

D6

D5

D7

D8

D8

D9

D8

D9

D10

D10

D10

OPEN

OFFICE

D11

D13

D13

D15

D12

D14

D5 D5

TYP.

D16

TYP.

D16

D1

COPY

CORRIDOR

18CORA

CORRIDOR

18CORB

5' - 5"6' - 10" 3' - 7"

D17

D18

S M

O K

E B

A R

R

IE

R S

M O

K E

B A

R R

IE

R

D3

D17

D6

AD118

2 Sim

D2

(KEYNOTES APPLY TO THIS SHEET ONLY)

KEY PLAN

N.T.S.

AREA OF WORK

0 8' 16'

1/8"=1'-0"

RE

VI

SI

ON

B

LO

CK

CO

NT

RA

CT

DE

SI

GN

ER

ID

EN

TIF

IC

AT

IO

N

ST

AM

P

OR

S

EA

L

OW

NE

R

ID

EN

TIF

IC

AT

IO

N

BU

ILD

IN

G

PR

OJ

EC

T

SH

EE

T

P R

O P

E R

T Y

O F

T H

E U

N

IT

E D

S T

A T

E S

G O

V E

R N

M E

N T

F

O R

O F

F

IC

IA

L U

S E

O N

L Y

D

O N

O T

R E

M O

V E

T H

IS

N

O T

IC

E

P

R O

P E

R L Y

D E

S T

R O

Y D

O C

U M

E N

T S

W H

E N

N O

L O

N G

E R

N E

E D

E D

General Services Administration Public Buildings

Service Great Lakes Region 5

Professional Services Division John C. Kluczynski Federal Building 230 South Dearborn Street Chicago, IL 60604

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

GSA PROJECT NO.

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

KE

Y

PL

AN

GR

AP

HI

C

SC

AL

E

/1

/2

:4 :3

P

M

AD118

18TH &29TH FLOOR

2010101

O. ORTEGA

J. STRYKER

230 S. DEARBORN ST.

ARCHITECTURE

DEMOLITION PLAN

08/14/2017

ADDENDUM 1

EEOC

GS-05P-15-FA-D-XXXX

CHICAGO, IL 60604

IL0236FC

JOHN C. KLUCZYNSKI FEDERAL BUILDING

D12 REMOVE EXISTING FULL HEIGHT GLASS WALL, GLASS DOORS, AND ASSOCIATED HARDWARE INDICATED BY A DASHED

LINE.

D13 EXISTING BATHROOM, ENTRY WALL, AND DOOR AS WELL AS THE DRINKING FOUNTAIN RENOVATED TO THE BLDG

STANDARD ARE TO REMAIN. NO WORK TO BE DONE IN THIS ROOM.

D14 REMOVE EXISTING WRITING COUNTER MILLWORK INCLUDING COUNTERTOP, BUILT-UP WAINSCOT, 6"H BACKSPLASH AND

CABINET INDICATED BY A DAHSED LINE.

D15 REMOVE EXISTING DOUBLE DOOR WALL CABINET, WRITING COUNTER AND SHELF INDICATED BY A DAHSED LINE.

D16 EXISTING WALLS TO REMAIN ARE TO BE PATCHED AND SANDED TO PROVIDE SMOOTH SURFACE TO ACCEPT BUILDING STANDARD PAINT. WALLS WITH TEXTURED FINISH ARE TO BE SKIM-COATED AND SANDED SMOOTH TO ACCEPT NEW

FINISH.

D17 PROVIDE OPENING IN EXISTING TO REMAIN PARTITION TO ACCEPT SCHEDULED DOOR AND FRAME. REFER TO A118 FOR

ADDITIONAL INFORMATION.

D18 REMOVE EXISTING FIRE EXTINGUISHER AND ASSOCIATED RECESSED MOUNTED FIRE EXTINGUISHER CABINET

INDICATED BY A DAHSED LINE.

D1 REMOVE AND PROPERLY DISPOSE OF EXISTING WALLS INDICATED BY DASHED LINE, INCLUDING GLAZING, CHAIR RAILING, FABRIC WRAPPED PANELS, FRP PANELS AND CORNER GUARDS WITHIN EXISTING WALLS TO BE REMOVED.

WALL TYPES INCLUDE PLASTER AND DRYWALL FINISHED METAL STUD WALLS AND CMU.

D2 REMOVE ALL EXISTING INTERIOR DOORS, FRAMES, SIDELIGHTS AND ASSOCIATED HARDWARE INDICATED BY DASHED

LINE.

D3 REMOVE AND SALVAGE EXISTING KEYPAD ENTRY CONTROL AND ASSOCIATED COMPONENTS. TURN OVER TO GSA.

D4 REMOVE AND DISPOSE OF ALL EXISTING FLOOR COVERINGS AND ASSOCIATED ADHESIVES. FLOOR COVERINGS INCLUDE CARPET TILE, VCT AND RUBBER FLOORING. PREPARE LEVEL SURFACE APPROPRIATE FOR NEW FLOOR COVERINGS.

D5 REMOVE EXISTING WRITING COUNTER MILLWORK INCLUDING COUNTERTOP, VERTICAL SUPPRTS AND 24"H BACKSPLASH INDICATED BY A DAHSED LINE. PATCH EXISTING COLUMN ENCLOSURE SURFACE AS REQUIRED TO PROVIDE A SMOOTH

SURFACE TO ACCEPT NEW FINISH.

D6 PROVIDE TEMPORARY SECURITY PARTITION IN A MANNER THAT WILL NOT IMPEDE MEANS OF EGRESS ON THE 18TH

FLOOR. MAINTAIN THROUGHOUT CONSTRUCTION.

D7 REMOVE EXISTING OVERHEAD COILING COUNTER SHUTTER AND PLAM COUNTER INDICATED BY A DASHED LINE.

D8 REMOVE EXISTING SHELVING WITH BRACKETS AND SURFACE MOUNTED STANDARDS INDICATED BY A DASHED LINE.

D9 REMOVE EXISTING SHELVING AND ASSOCIATED CLEATS WITH COAT ROD INDICATED BY A DASHED LINE.

D10 REMOVE EXISTING ADJUCIATION COUNTERS INDICATED BY A DASHED LINE. THEY ARE COMPRISED OF BR GLAZING, BR DEAL TRAYS, BUILT-UP SUPPORT WALLS W/ BR ARMOR SHEETS. EACH STATION HAS PLAM COUNTERS ON BOTH SIDES, MAIL SLOTS, DRAWERS AND A FOOT REST AT THE EMPLOYEE SIDE. WALLS AND HALF-HEIGHT WALLS BETWEEN EACH

COUNTER ARE CLAD W/ PLAM.

D11 REMOVE EXISTING UNEVEN DOUBLE DOORS, FRAME AND ASSOCIATED HARDWARE INDICATED BY A DASHED LINE TO BE

REINSTALLED AT COLUMN F\3. REFER TO SHEET A118 FOR ADDITIONAL INFORMATION.

1/8" = 1'-0"1

18TH FLOOR DEMOLITION PLAN

N.T.S.2

EXISTING MILLWORK AT 1815

DN

1. EXISTING CONSTRUCTION AND FINISHES TO REMAIN WITHIN THE PREMISES AND IN ADJACENT

SPACES SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING ITEMS THAT ARE

INADVERTENTLY DAMAGED ARE TO BE REPAIRED TO PRE-DEMOLITOIN CONDITION.

2. EXISTING FIXTURES, FITTINGS DEVICES, ETC. TO BE REMOVED BACK TO POINT WHERE IT IS NO

LONGER EXPOSED. REFER TO MEPFP DRAWINGS FOR ADDITIONAL INFORMATION.

3. ALL DEMOLITION ACTIVITIES ARE TO COMPLY WITH LOCAL CODES PERTAINING TO DEMOLITION AND BUILDING REGULATIONS. DEMOLISHED MATERIAL IS TO BE DISPOSED OF IN AN ENVIRONMENTALLY

SAFE MANNER.

4. REMOVE ALL EXISTING FLOOR MTD. DOOR STOPS.

5. PROVIDE TEMPORARY SECURITY PARTITION IN A MANNER THAT WILL NOT IMPEDE MEANS OF

EGRESS ON THE FLOOR. MAINTAIN DURING CONSTRUCTION.

6. REMOVE EXISTING SIGNAGE MOUNTED ON EXISTING PARTITIONS AND TURN OVER TO THE GSA.

7. INSPECT FLOOR FOR RAISED OR DEPRESSED AREAS IN SLAB. FILL DEPRESSIONS AND

LEVEL RAISED AREAS TO PROVIDE LEVEL SURFACE APPROPRIATE FOR NE FLOOR COVERINGS.

8. PROVIDE FILTER MEDIA FOR RETURN GRILLES AND PROTECTION FOR FAN COILS DURING

DEMOLITION AND CONSTRUCTION.

9. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL

DEMOLITION REQUIREMENTS.

10. EXISTING FIRE ALARM SYSTEM TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION UNTIL NEW SYSTEM IS ACCEPTED BY CONTRACTING OFFICER. PROVIDE TEMPORARY SUPPORT AS REQUIRED.

SEE ELECTRICAL DRAWINGS.

11. PROVIDE TEMPORARY SUPPORT FOR HVAC AND FIRE ALARM SYSTEMS, INCLUDING REMOTE

INDICATOR LAMPS, TO REMAIN ACTIVE THROUGHOUT CONSTRUCTION. SEE MECHANICAL AND FIRE

PROTECTION DRAWINGS.

12. THE EXISTING SPRINKLER SYSTEM AND EQUIPMENT CAN BE TAKEN OUT OF SERVICE ONLY DURING

CONSTRUCTION PERIODS IN WHICH THE SPRINKLER SYSTEM IS BEING MODIFIED AND THE

CONTRACTOR IS AT THE WORK SITE. PRIOR TO LEAVING THE WORK SITE EACH DAY THE

CONTRACTOR SHALL RESTORE THE SPRINKLER SYSTEM TO SERVICE. IN ADDITION, ALL AREAS

OUTSIDE OF THIS PROJECT CONSTRUCTION AREA SHALL HAVE THEIR EXISTING FIRE PROTECTION

SPRINKLER SYSTEM IN FULL SERVICE PRIOR TO LEAVING THE WORK SITE EACH DAY.

DEMOLITION GENERAL NOTES

13. CONTRACTOR TO CONDUCT A COORDINATION MEETING, AFTER CEILING DEMOLITION IS

COMPLETED TO DETERMINE POTENTIAL CONFLICTS WITH EXISTING SPRINKLER PIPING AND

OTHER EXISTING UTILITIES WITH NEW LIGHT FIXTURE LOCATIONS. REPORT POTENTIAL CONFLICTS

TO COR FOR RESOLUTION. TYP.

14. ALL EXTERIOR WINDOWS HAVE TINTED SHADING FILM WHICH IS TO REMAIN. THIS FILM SHALL BE

PROTECTED DURING DEMOLITION AND CONSTRUCTION. FILM DAMAGED DURING THE WORK SHALL

BE REPLACED WITH IDENTICAL PRODUCT WITH RESPECT TO COLOR AND PERFORMANCE.

15. INSPECT ALL CONVECTOR COVERS FOR MISSING OR DAMAGED COMPONENTS. REPLACE EXISTING

DAMAGED CONVECTOR COVER OR MISSING/DAMAGED PORTION OF CONVECTOR COVER IN KIND.

USE EXISTING CONVECTOR COVER AS TEMPLATE AND MODEL TO REPLICATE CONVECTOR COVERS

IN DESIGN, PERFORMANCE, SHAPE AND DETAIL.

16. INSPECT FLOOR FOR RAISED OR DEPRESSED AREAS IN SLAB. FILL DEPRESSIONS AND LEVEL

RAISED AREAS TO PROVIDE LEVEL SURFACE APPROPRIATE FOR NEW FLOOR COVERINGS. (SEE

FINISH SCHEDULE SHT A910,A911) TYP.

17. EXISTING GYP. BD. COLUMN ENCLOSURES TO REMAIN. CUT & PATCH AS REQUIRED FOR

ELECTRICAL DEMOLITION. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

18. PATCH FIREPROOFING, EXISTING & NEW. AFTER CEILING IS REMOVED, A WALKTHROUGH WITH THE

GSA WILL BE REQUIRED TO IDENTIFY EXISTING AREAS REQUIRING TO BE PATCHED.

19. REFERE TO DIVISION SPECIFICATION SECTIONS 012300 ALTERNATES AND 012400 OPTIONS

FOR SCOPE OF WORK THAT PERTAINS TO THIS PROJECT.

20. PATCH AND PROVIDE SMOOTH SURFACE TO ACCEPT NEW FINISH AS REQUIRED ON EXISTING

GYPSUM BOARD WALLS RECIEVING FIRE-RATED WOOD BLOCKING.

(KEYNOTES APPLY TO THIS SHEET ONLY)

J H G F E D C B A

4/5

3/4

ELEVATOR

LOBBY

WOMENS

TOILET

MENS

TOILET

STAIR

TELE

ELECT

TELE

WOMENS

TOILET

MENS

TOILET

ELEVATOR

LOBBY

NIC

OFFICE

OFFICE

OFFICE

OPEN

OFFICE

OFFICE

OFFICE

OFFICE

2916A

OFFICE

2914A

OFFICE

(ASSEMBLY)

OFFICE

OFFICE

TELECOM

BREAK

VEST.

CLASSROOMS

STORAGE

STORAGE

CREDIT

UNION

CREDIT

UNION

CREDIT

UNION

CREDIT

UNION

TYP.

D1

TYP.

D1

D3

D3

TYP.

D4

TYP.

D4

TYP.

D4

D5

D6

D6

D7

D7

D8

D8

D8D8

D8

D8

D8

D1

TYP.

D9

TYP.

D9

D9D3

D3

TYP.

D1

D2

TYP.

D1

D3

D3

D6

1' - 6"

D2

5' - 1"

4"

D10

KEY PLAN

N.T.S.

AREA OF WORK

0 8' 16'

1/8"=1'-0"

RE

VI

SI

ON

B

LO

CK

CO

NT

RA

CT

DE

SI

GN

ER

ID

EN

TIF

IC

AT

IO

N

ST

AM

P

OR

S

EA

L

OW

NE

R

ID

EN

TIF

IC

AT

IO

N

BU

ILD

IN

G

PR

OJ

EC

T

SH

EE

T

P R

O P

E R

T Y

O F

T H

E U

N

IT

E D

S T

A T

E S

G O

V E

R N

M E

N T

F

O R

O F

F

IC

IA

L U

S E

O N

L Y

D

O N

O T

R E

M O

V E

T H

IS

N

O T

IC

E

P

R O

P E

R L Y

D E

S T

R O

Y D

O C

U M

E N

T S

W H

E N

N O

L O

N G

E R

N E

E D

E D

General Services Administration Public Buildings

Service Great Lakes Region 5

Professional Services Division John C. Kluczynski Federal Building 230 South Dearborn Street Chicago, IL 60604

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

GSA PROJECT NO.

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

KE

Y

PL

AN

GR

AP

HI

C

SC

AL

E

/1

/2

:4 :3

P

M

AD119

18TH &29TH FLOOR

2010101

O. ORTEGA

J. STRYKER

230 S. DEARBORN ST.

ARCHITECTURE

DEMOLITION PLAN

08/14/2017

ADDENDUM 1

EEOC

GS-05P-15-FA-D-XXXX

CHICAGO, IL 60604

IL0236FC

JOHN C. KLUCZYNSKI FEDERAL BUILDING

D1 REMOVE AND PROPERLY DISPOSE OF EXISTING WALLS INDICATED BY DASHED LINE, INCLUDING GLAZING, CHAIR RAILING, FABRIC WRAPPED PANELS, FRP PANELS AND CORNER GUARDS WITHIN EXISTING WALLS TO BE REMOVED.

WALL TYPES INCLUDE PLASTER AND DRYWALL FINISHED METAL STUD WALLS AND CMU.

D2 REMOVE ALL EXISTING INTERIOR DOORS, FRAMES AND ASSOCIATED HARDWARE INDICATED BY DASHED LINE.

D3 REMOVE AND SALVAGE EXISTING CONTROLLED ACCESS HARDWARE AND ASSOCIATED COMPONENTS. TURN OVER TO

GSA.

D4 REMOVE AND DISPOSE OF ALL EXISTING FLOOR COVERINGS AND ASSOCIATED ADHESIVES. FLOOR COVERINGS INCLUDE CARPET TILE, VCT AND RUBBER FLOORING. PREPARE LEVEL SURFACE APPROPRIATE FOR NEW FLOOR COVERINGS.

D5 EXISTING MILLWORK, COUNTERTOPS, WORKSURFACES, BASE AND WALL CABINETS ARE TO BE REMOVED. REMOVE EXISTING SINK AND GARBAGE DISPOSAL. REFER TO PLUMBING ELECTRICAL DWGS FOR ADDITIONAL INFORMATION.

D6 PROVIDE TEMPORARY SECURITY PARTITION IN A MANNER THAT WILL NOT IMPEDE MEANS OF EGRESS ON THE 18TH FLOOR. MAINTAIN THROUGHOUT CONSTRUCTION. IMPEDE EGRESS ON THE 29TH FLOOR AS WELL AS ACCESS TO THE

CORE BATHROOMS AT THE EAST END OF THE PUBLIC CORRIDORS.

D7 REMOVE EXISTING COOLING EQUIPMENT AND ASSOCIATED PIPING.

D8 ORIGINAL BUILDING STANDARD DEMOUNTABLE PARTITIONS INDICATED BY DASHED LINE ARE TO BE REMOVED FOR

TURNOVER TO GSA. STORE IN BUILDING AS DIRECTED BY GSA.

D9 ORIGINAL BUILDING STANDARD DEMOUNTABLE PARTITIONS DOORS, FRAMES, SIDELITES AND ASSOCIATED HARDWARE IN TENANT SUITE INDICATED BY DASHED LINE ARE TO BE REMOVED FOR TURNOVER TO GSA. STORE IN BUILDING AS

DIRECTED BY GSA.

D10 PROVIDE OPENING IN EXISTING TO REMAIN PARTITION TO ACCEPT SCHEDULED DOOR AND FRAME. REFER TO A119 FOR

ADDITIONAL INFORMATION.

1/8" = 1'-0"1

29TH FLOOR DEMOLITION PLAN

c

C

C

C

C

C

C

C

C C

C C

C

C

C

C

C

C

SV SV SV

OS OSSV SV

SV

SV

SV

SV

SV

SV

SV

SV

SV

SV

SV

SVSV OSSVOS

SV

OS

OS

SV

SV

SV

SV

SV

SV

SV

SV

OS

S

S S

S

S

S S

S

S

S

S

S

S

S

S

SS

S

S

S

S

S

S

S

S

S

S

S

DEMOLITION GENERAL NOTES

1. EXISTING CONSTRUCTION AND FINISHES TO REMAIN WITHIN THE PREMISES AND IN ADJACENT SPACES SHALL BE

PROTECTED THROUGHOUT CONSTRUCTION. EXISTING ITEMS THAT ARE INADVERTENTLY DAMAGED ARE TO BE REPAIRED

TO PRE-DEMOLITOIN CONDITION.

2. EXISTING FIXTURES, FITTINGS DEVICES, ETC. TO BE REMOVED BACK TO POINT WHERE IT IS NO LONGER EXPOSED. REFER

TO MEPFP DRAWINGS FOR ADDITIONAL INFORMATION.

3. ALL DEMOLITION ACTIVITIES ARE TO COMPLY WITH LOCAL CODES PERTAINING TO DEMOLITION AND BUILDING REGULATIONS.

DEMOLISHED MATERIAL IS TO BE DISPOSED OF IN AN ENVIRONMENTALLY SAFE MANNER.

4. REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING GRID AND TILE AS REQ'D FOR MECHANICAL IMPROVEMENT.

5. REMOVE AND SALVAGE ALL ACOUSTIC PRIVACY INSULATION OVER EXISTING DEMOUNTABLE PARTITIONS TO BE REMOVED

FOR REUSE IN THE NEW TENANT SPACE.

6. LIGHT FIXTURES, MECHANICAL DIFFUSERS, SPRINKLER HEADS, AND OTHER MECHANICAL, ELECTRICAL, AND

TELECOMMUNICATION ITEMS ARE SHOWN FOR OVERALL COORDINATION. SEE MECHANICAL, ELECTRICAL, FIRE PROTECTION AND TELECOMMUNICATION DRAWINGS FOR ADDITIONAL INFORMATION.

REFLECTED CEILING PLAN LEGEND

EXISTING BUILDING STANDARD SUSPENDED

ACOUSTICAL CEILING TILE, GRID AND LAYOUT TO

REMAIN.

EXISTING BUILDING STANDARD 8"x48" RECESSED

MOUNTED LIGHT FIXTURE TO REMAIN.

EXISTING BUILDING STANDARD 6" DIAMETER

RECESSED MOUNTED DOWNLIGHT TO REMAIN.

EXISTING SPRINKLER HEAD TO REMAIN.

EXISTING SUPPLY AND RETURN AIR DIFFUSER TO REMAIN.

REFER TO MECHANICAL DRAWINGS FOR LOCATION.

DEMOLISHED 6" DIAMETER RECESSED MOUNTED

DOWNLIGHT.

DEMOLISHED 8"x48" RECESSED MOUNTED LIGHT FIXTURE

DEMOLISHED SPRINKLER HEAD

EXISTING SUPPLY AND RETURN AIR DIFFUSER TO BE REMOVED.

REFER TO MECHANICAL DRAWINGS FOR LOCATION.

CEILING MOUNTED EXIT SIGN

FIRE ALARM DEVICES / SENSORS

S

FIRE ALARM DEVICE CEILING MOUNTED

OS OCCUPANCY SENSOR

DS DAYLIGHT SENSOR

VS VACANCY SENSOR

SUSPENDED GYPSUM BOARD CEILING

EXISTING SUSPENDED GYPSUM BOARD

SMOKE WALL TO REMAIN

DEMOLISHED SUSPENDED

ACOUSTICAL CEILING TILE, GRID.

MC CEILING MICROPHONE

FIRE ALARM DEVICE W/ VISUAL ARMSV

C SECURITY DEVICE CAMERA

J H G F E D C B A

4/5

3/4

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OPEN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

INTERVIEW

1814A

OPEN

OFFICE

WAITING

(ASSEMBLY

SPACE)

CLOSET

1827A

CLOSET

OFFICE

OFFICE

OFFICE

180047

TELECOM

OFFICE

OPEN

OFFICE

180046

OFFICE

(STORAGE)

MAIL

ROOM

OFFICE

OFFICE

OFFICE

CLOSET

TRAINING

1842OFFICE

OFFICE

FILE

OFFICE

CONFERENCE

OFFICE

COPY

OFFICE

OFFICE

OFFICE

OFFICE

180050

OFFICE

OFFICE

1812A

RECEPTION

180048

WAITING

(ASSEMBLY

SPACE)

1813A

TELE

18MB

ELECT

18MA STAIR

18W

STORAGE

18MG

ELEVATOR

LOBBY

18MC

ELEVATOR

LOBBY

18CORB

WOMENS

TOILET

18TSW

MENS

TOILET

18TNW

STAIR

18E

TELE

18MD

ELECT

18ME

STRG

18MF

WOMENS

TOILET

18TNE

MENS

TOILET

18TSE

NIC CORR

18CORC

VEST

18MH

TYP.

D1

D2

TYP.

D3

TYP.

D4

TYP.

D5

TYP.

D6

A120

TYP.

D1

TYP.

D1

TYP.

D1

D2

TYP.

D3

D2

TYP.

D3

D2

TYP.

D3

TYP.

D4

TYP.

D4

TYP.

D4

TYP.

D6

TYP.

D6

TYP.

D6

TYP.

D6

TYP.

D6

TYP.

D5

TYP.

D7

TYP.

D5

D9

D9

D8

D7

D8 D8 D8

D8

TYP.

D5

TYP.

D7

COPY

A913

D8

KEY PLAN

N.T.S.

AREA OF WORK

0 8' 16'

1/8"=1'-0"

RE

VI

SI

ON

B

LO

CK

CO

NT

RA

CT

DE

SI

GN

ER

ID

EN

TIF

IC

AT

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ST

AM

P

OR

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EA

L

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NE

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ID

EN

TIF

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N

BU

ILD

IN

G

PR

OJ

EC

T

SH

EE

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P R

O P

E R

T Y

O F

T H

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N

IT

E D

S T

A T

E S

G O

V E

R N

M E

N T

F

O R

O F

F

IC

IA

L U

S E

O N

L Y

D

O N

O T

R E

M O

V E

T H

IS

N

O T

IC

E

P

R O

P E

R L Y

D E

S T

R O

Y D

O C

U M

E N

T S

W H

E N

N O

L O

N G

E R

N E

E D

E D

General Services Administration Public Buildings

Service Great Lakes Region 5

Professional Services Division John C. Kluczynski Federal Building 230 South Dearborn Street Chicago, IL 60604

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

GSA PROJECT NO.

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

KE

Y

PL

AN

GR

AP

HI

C

SC

AL

E

/1

/2

:4 :3

P

M

AD318

18TH &29TH FLOOR

2010101

O. ORTEGA

J. STRYKER

230 S. DEARBORN ST.

ARCHITECTURE

DEMOLITION RCP

08/14/2017

ADDENDUM 1

EEOC

GS-05P-15-FA-D-XXXX

CHICAGO, IL 60604

IL0236FC

JOHN C. KLUCZYNSKI FEDERAL BUILDING

D1 EXISTING SUSPENDED ACOUSTICAL CEILING…