B08_Solicitation_-_Att_2_-_Drawings.pdf

REVISED TITLE OF SHEET DRAWING NO.

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SUB SHEET NO.

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DESIGNED

DRAWN

CHECKED

PREPARED

DATEwww.schemmer.com

FINAL CONSTRUCTION DOCUMENTS - 08/13/2025

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009258.009

COVER SHEET

PULLMAN NATIONAL MONUMENT ADIMINISTRATION CLOCK TOWER

BUILDING 2ND & 3RD FLOOR RENOVATION

009258009- 0- 0 COVER SHEET

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800

80000

307087

ARCHITECTURAL

A001 DEMOLITION PLAN - 1ST & 2ND FLOOR

A002 DEMOLITION PLAN - 3RD FLOOR

A101 ASSEMBLY TYPES AND MOUNTING HEIGHTS

A102 1ST FLOOR PLAN

A103 2RD FLOOR PLAN

A104 3RD FLOOR PLAN

A301 SCHEDULES, DOOR AND WINDOW DETAILS

A302 DETAILS

A501 ENLARGED ELEVATOR PLANS & SECTIONS

A502 ENLARGED PLANS & INTERIOR ELEVATIONS

A503 INTERIOR ELEVATIONS, DETAILS, & IMAGES

A601 REFLECTED CEILING PLANS AND DETAILS

A602 REFLECTED CEILING PLANS AND DETAILS

A901 FINISH PLANS

A902 FURNITURE PLANS

FIRE PROTECTION

FP 00 FIRE PROTECTION INFO SHEET

FP101 SECOND FLOOR PLAN - FIRE PROTECTION

FP102 THIRD FLOOR PLAN - FIRE PROTECTION

GENERAL

G001 SCOPE OF WORK

G100 ARCHITECTURAL INFO SHEET

G101 SITE LOGISTIC PLAN

G102 ARCHITECTURAL CODE COMPLIANCE

G103 ARCHITECTURAL CODE COMPLIANCE

G104 ACCESSIBILITY BUILDING PLANS - 2ND & 3RD LEVELS

PLUMBING

P 00 PLUMBING INFO SHEET

P001 FIRST FLOOR DEMOLITION FLOOR PLAN - PLUMBING

P100 BELOW GRADE FLOOR PLAN - PLUMBING

P101 FIRST FLOOR PLAN - PLUMBING

P102 SECOND FLOOR PLAN - PLUMBING

P103 THIRD FLOOR PLAN - PLUMBING

P301 DETAILS - PLUMBING

P401 SANITARY RISER & SCHEDULES - PLUMBING

MECHANICAL

M 00 MECHANICAL INFO SHEET

M001 SECOND FLOOR DEMOLITION FLOOR PLAN -

MECHANICAL

M002 THIRD FLOOR DEMOLITION FLOOR PLAN -

MECHANICAL

M003 ROOF DEMOLITION FLOOR PLAN - MECHANICAL

M101 SECOND FLOOR PLAN - MECHANICAL

M102 THIRD FLOOR PLAN - MECHANICAL

M103 ROOF FLOOR PLAN - MECHANICAL

M201 FIRST FLOOR PIPING PLAN - MECHANICAL

M202 SECOND FLOOR PIPING PLAN - MECHANICAL

M203 THIRD FLOOR PIPING PLAN - MECHANICAL

M301 ENLARGED PLAN & SECTION - MECHANICAL

M401 DETAILS - MECHANICAL

M402 DETAILS - MECHANICAL

M501 SCHEDULE - MECHANICAL

ELECTRICAL

E 00 ELECTRICAL INFO SHEET

E 01 ELECTRICAL INFO SHEET

E001 SECOND FLOOR PLAN - DEMOLITION

E002 THIRD FLOOR PLAN - DEMOLITION - OPTION 6

E101 SECOND FLOOR PLAN - LIGHTING

E102 SECOND FLOOR PLAN - LIGHTING - OPTIONS 2 & 4

E103 THIRD FLOOR PLAN - LIGHTING - OPTION 6

E201 FIRST FLOOR PLAN - POWER & AUXILIARY SYSTEMS

E202 SECOND FLOOR PLAN - POWER & AUX. SYS. - OPTIONS 2 & 4

E203 THIRD FLOOR PLAN - POWER & AUXILIARY SYSTEMS - OPTION 6

E401 ELECTRICAL DETAILS

E402 ELECTRICAL DETAILS

E501 POWER RISER DIAGRAM

E601 LUMINAIRE & EQUIPMENT SCHEDULES

E701 ELECTRICAL PANEL SCHEDULES

E702 ELECTRICAL PANEL SCHEDULES

STRUCTURAL

S 00 STRUCTURAL INFO AND NOTES

S101 FLOOR PLANS & DETAILS

S102 FLOOR PLAN & DETAILS

DRAWING INDEX

ADMINISTRATION CLOCK TOWER BUILDING 2ND & 3RD FLOOR REMODEL

PULLMAN NATIONAL HISTORICAL PARK

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

FINAL CONSTRUCTION DOCUMENTS

08/13/2025

DATE INITIAL

SHANE L. ' %

;I 0 l 8/13/25

LICENSE EXP. 11/01/2026

A B C D E F

VESTBULE

WELCOME

LOBBY

ENTRY

EXHIBIT SPACE

MULTIPURPOSE

ROOM

OPEN OFFICE

108RETAIL SPACE

WELCOME

LOBBY

CONFERENCE

ROOM /

LIBRARY

FIRE

PROTECTION

A B C D E F

DISPLAY

PARTNER

OFFICE

NPS OFFICES

CORRIDOR

PRIVATE

COLLAB

OPEN NPS

COLLAB

ASST SUPT

SUPT

NPS

KITCHENETTE

PARTNER EXEC

OFFICE

OPEN COLLAB

CORRIDOR

KITCHENETTE

JANITOR

STORAGE

NPS RR

A B C D E F

5.6

B.4 D.6

LEASE AREA

POTENTIAL

LEASE AREA

POTENTIAL

NPS STORAGE

NPS STORAGE

NPS STORAGE

CORRIDOR

CORRIDOR

SCOPE OF WORK LEGEND

EXISTING

EXISTING TO REMAIN INDICATED HERE; NOT IN SCOPE

OPTION #1

OPTION #2

OPTION #3

OPTION #4

OPTION #5

OPTION #6

BASE BID

ELEVATOR, PARTIAL 2ND FLOOR REMODEL, & 2ND FLOOR

RESTROOMS

FIRST FLOOR ACCESS CONTROL AND SECURITY. SEE

ELECTRICAL

NPS OFFICE BUILD-OUT - 2ND FLOOR

2ND FLOOR FINISHES

PROVIDE CARPET IN LIEU CONCRETE SEALER IN THE

FOLLOWING ROOMS: 208, 207, 217, 218, 219, 220

PARTNER OFFICE BUILD-OUT - 2ND FLOOR

3RD FLOOR ARCHITECTURAL DEMOLITION

3RD FLOOR BUILD-OUT

REVISED TITLE OF SHEET DRAWING NO.

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SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATEwww.schemmer.com

FINAL CONSTRUCTION DOCUMENTS - 08/13/2025

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009258.009

G001

SCOPE OF WORK

PULLMAN NATIONAL MONUMENT ADIMINISTRATION CLOCK TOWER

BUILDING 2ND & 3RD FLOOR RENOVATION

009258009- 0- G001 SCOPE OF WORK

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800

80000

307087

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

FIRST FLOOR PLAN - BASE BID/OPTIONS

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

SECOND FLOOR PLAN - BASE BID/OPTIONS

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

THIRD FLOOR PLAN - BASE BID/OPTIONS NORTH

DATE INITIAL

SHANE L. ' %

;I 0 l

LICENSE EXP. 11/01/26

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATEwww.schemmer.com

FINAL CONSTRUCTION DOCUMENTS - 08/13/2025

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009258.009

G100

ARCHITECTURAL INFO SHEET

PULLMAN NATIONAL MONUMENT ADIMINISTRATION CLOCK TOWER

BUILDING 2ND & 3RD FLOOR RENOVATION

009258009- 0- G100 ARCHITECTURAL INFO SHEET

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800

80000

307087

A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL DRAWINGS

PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION. DIMENSIONS AND EXISTING

CONDITIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS.

ITEMS WHICH ARE INTENDED TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS

FULL-TONE DASHED LINES AND ARE LISTED IN THE REFERENCED DEMOLITION NOTES. ALL

OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND ARE SHOWN HALF-TONE.

B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS BELOW OR HERE-IN. THE

CONTRACTOR SHALL COORDINATE ALL REQUIRED RENOVATION AND NEW CONSTRUCTION

WITH THE EXISTING BUILDING TO IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION

REQUIRED AND AS LISTED BELOW.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL

EXISTING BUILDING COMPONENTS, MATERIALS, EQUIPMENT, AND APPURTENANCES AS

REQUIRED TO BUILD, ERECT, INSTALL, OR ACCOMMODATE ALL NEW CONSTRUCTION WITH

THE OWNER HAVING FIRST RIGHT OF REFUSAL ON ALL ITEMS.

D. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE CAREFULLY

REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND STORED OR REINSTALLED ON THE

SITE AS DIRECTED. REMOVED AND SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE

OWNER.

E. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL REASONABLY

BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY OTHER HAZARDOUS MATERIAL

WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP

WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND

ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT THEREAFTER BE

RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE OWNER AND CONTRACTOR.

F. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE, AND REMOVAL OF

ALL CONSTRUCTION BARRIERS.

A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER AND LIMITED

FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR

VARIATIONS FROM THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO

ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.

B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DOCUMENTS TO

DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR SHALL NOT BE ALLOWED EXTRA

COSTS DUE TO FAILURE TO REVIEW ENTIRE SET OF DOCUMENTS.

C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE RESPONSIBLE FOR

SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT NO ADDITIONAL

EXPENSE TO OWNER. COORDINATE THE WORK AND SHOP DRAWINGS WITH ALL OTHER

TRADES AFFECTED.

D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. FULL-TONE

LINES INDICATE NEW OR RELOCATED CONSTRUCTION.

E. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY, CONCRETE, GYPSUM WALL

BOARD, AND METAL FRAMES; OR CENTER LINE OF COLUMN OR BEAMS, UNLESS NOTED

OTHERWISE.

F. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO

INSTALL EXPANSION JOINTS AND CONTROL JOINTS AS SHOWN.

TRUE

NORTH

PLAN

NORTH

NORTH

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

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

EXISTING

COLUMN

NEW

COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

XXXX

DX

X

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

NOTE

REFERENCE

DEMOLITION

NOTE

EQUIPMENT

NUMBER

ROOM NAME

150 SF

ROOM

NUMBER

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL

NUMBER

SHEET NUMBER

INDICATES DIRECTION

OF VIEW

DETAIL NUMBER

SHEET NUMBER

REFERENCE

DESIGNATION

DEMOLITION

DESIGNATION

EQUIPMENT

NUMBER

ROOM NAME

DESIGNATION

ROOM NUMBER

DESIGNATION

ROOM AREA

DESIGNATION

ROOM /

FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

DOOR

NUMBER

DOOR NUMBER10

WINDOW

DESIGNATION

WINDOW DESIGNATION000

TA-X

TOILET

ACCESSORY

TOILET ACCESSORY

NUMBER

WALL

TYPE

LETTER

INDICATES

PARTITION OR

WALL TYPE

X

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE

DRAWING

ABBREVIATIONSREFERENCE LEGEND GENERAL NOTESGENERAL DEMO NOTES

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SB SECURITY BARS

SB SPLASH BLOCK

SCH SCHEDULE

SCHED SCHEDULE

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

SCW SOFT COLD WATER

SD STORM DRAIN

SD SUBDRAIN

SDI STEEL DECK INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

SF SQUARE FOOT (FEET)

SFU STRUCTURAL FACING

UNIT

SHLD SHOULDER

SHT SHEET

SHTG SHEATHING

SHW SOFT HOT WATER

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO

BACK

SM SPRINKLER MAIN

SOV SHUT OFF VALVE

SPA SPACE(ING)

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SANITARY SEWER

SS STAINLESS STEEL

SSMR STANDING SEAM METAL

ROOFING

STA STATION

STAIR STAIRWAY

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

SUB FL SUB FLOOR

SUCT SUCTION

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCH BOARD

SYM SYMMETRICAL

T TREAD

T or TLT TOILET

TAN TANGENT

TBD TACK BOARD

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

THRD THREAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOPO TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TW TEMPERED WATER

TWR TEMPERED WATER

RETURN

TYP TYPICAL

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UPS UNINTERRUPTIBLE

POWER SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VD VAULT DOOR

VEL VELOCITY

VENT VENTILATOR(ION)

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY

DRIVE

VOL VOLUME

VPC VERTICAL POINT OF

CURVATURE

VPI VERTICAL POINT OF

INTERSECTION

VPT VERTICAL POINT OF

TANGENCY

VS VENT STACK

VT VINYL-TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W WIDE (WIDTH)

W WIRE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WC WATER COLUMN

WD WASTE DRAIN

WD WOOD

WD BLKG WOOD BLOCKING

WD DR WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHT WHITE

WI WROUGHT IRON

WKSH WORK SHOP

WL WIND LOAD

WNSCT WAINSCOT

WP WEATHER PROOF

WP WORK POINT

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

XFMR TRANSFORMER

YD YARD or YARD DRAIN

LBS POUNDS

LD LOAD

LDG LOADING

LE LEFT END

LG LENGTH (LONG)

LIN LINEAR

LIS LAWN IRRIGATION

SYSTEM

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LP LOW POINT

LPG LIQUIFIED PETROLEUM

GAS

LPS LOW PRESSURE STEAM

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVT LUXURY VINYL TILE

M MIDDLE

M THOUSAND

M & B MATCHED AND BEADED

MA MAKE-UP AIR

MACH MACHINE

MAS MASONRY

MAT or

MATL

MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBH 1000 BTUH

MC MEDICINE CABINET

MC MISCELLANEOUS

CHANNELS

MECH MECHANICAL

MER MECHANICAL EQUIPMENT

ROOM

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MT METAL THRESHOLD

MTD MOUNTED

N NORTH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO NUMBER

NR NOT REQUIRED

NS NEAR SIDE

NTS NOT TO SCALE

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

OS & Y OUTSIDE SCREW & YOKE

OSF OUTSIDE FACE

OV OVERFLOW VALVE

OX OXYGEN

OZ OUNCE

P PAINT

PA PUBLIC ADDRESS

PBS PUSH BUTTON STATION

PC PIECE

PC POINT OF CURVATURE

PC PRECAST

PCC PORTLAND CEMENT

CONCRETE

PCT PORCELAIN CERAMIC TILE

PD PRESSURE DROP

PE POLYETHYLENE

PEN PENETRATION

PERF PERFORATED

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PL or P PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLWD PLYWOOD

PNL PANEL

POL POLISH(ED)

PORC PORCELAIN

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRESS PRESSURE

PROJ PROJECT

PRV PRESSURE REGULATING

VALVE

PS PRESSED STEEL

PSFT POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT POINT

PT POINT OF TANGENCY

PTD PAINTED

PTN PARTITION

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

1/4 RD QUARTER ROUND

QT QUARRY TILE

QT QUART

QTRS QUARTERS

QTY QUANTITY

QTZ QUARTZ

R REGISTER

R RISER

RA RETURN AIR

RAD OR

R

RADIUS

RB RESILIENT BASE

RC REMOTE CONTROL

RCP REINFORCED CONCRETE

PIPE

RD ROOF DRAIN

RE RIGHT END

REC RECEIVER

RECP RECEPTACLE

RECR RECREATION

RECT RECTIFIER

REF REFERENCE

REFR REFRIGERANT

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

REV REVISIONS

RFG ROOFING

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER

MINUTE

RT RUBBER TILE

RTU ROOF TOP UNIT

RUB RUBBER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DIST DISTRIBUTION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DAMP PROOFING

DPT DEW POINT

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DV DENTAL VACUUM

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E EAST

EA EACH

EA EXHAUST AIR

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY

RATIO

EJ EXPANSION JOINT

EL OR

ELEV

ELEVATION - GRADE OR

BUILDING

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENT ENTERING

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EVAP EVAPORATOR

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

F FIRE

FA FRESH AIR

FCG FACING

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER

BRACKET

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG FLOORING

FLUOR FLUORESCENT

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

FS FAR SIDE

FS FLOOR SINK

FS FULL SIZE

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G GRILLE

G NATURAL GAS

GA GAGE OR GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERAL

GFE GOVERNMENT FURNISHED

EQUIPMENT

GFE/CI GOVERNMENT FURNISHED

EQUIPMENT/CONTRACTOR

INSTALLED

GFI GROUND FAULT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL

CONDUIT

GRTG GRATING

GSU GLAZED STRUCTURAL

UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H or HT HEIGHT (HIGH)

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HD HEAD

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HIP HIGH PRESSURE

HM HOLLOW METAL

HORIZ HORIZONTAL(LY)

HP HORSE POWER

HPS HIGH PRESURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH STRENGTH GYPSUM

PLASTER

HTG HEATING

HTR HEATER

HW HEAD WALL

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

(HEATING)

HWS HOT WATER SUPPLY

(HEATING)

HYD HYDRAULIC

I or FE IRON

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IES ILLUMINATING

ENGINEERING SOCIETY

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT OR INVERTER

IP IRON PIPE

ISF INSIDE FACE

JB JUNCTION BOX

JBOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KCP KEENE'S CEMENT

PLASTER

KIP or K KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATT

LAB LABORATORY

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

A COMPRESSED AIR

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTAD

STYRENE

AC ALTERNATING CURRENT

ACI AMERICAN CONCRETE

INSTITUTE

ACSR ALUMINUM CONDUCTOR

STEEL REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

AD AREA DRAIN

ADMIN ADMIN ADMINISTRATION

(IVE)

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING

FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING

CAPACITY (SYM RMS)

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ACTIVE LEAF

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

ARI AMERICAN

REFRIGERATION

INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

APC ACOUSTICAL PANEL

CEILING

AUTO AUTOMATIC

AV ACID VENT

AVG AVERAGE

AW ACID WASTE

AWC ACOUSTICAL WALL

COVERING

AWG AMERICAN WIRE GAUGE

L ANGLE

BATT BATT INSULATION

BB BULLETIN BOARD

BBO BOILER BLOW OFF

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BKR BREAKER

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CENTER

C OR

CND

CONDUIT (ELECTRICAL

SHEETS)

C TO C CENTER TO CENTER

CAP CAPACITY

CB CATCH BASIN (OR CIRCUIT

BREAKER)

CC CENTER TO CENTER

CCT CIRCUIT

CD CONDENSATE DRAIN

CE COVER ELEVATION

CEM CEMENT

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHIM CHIMNEY

CI CAST IRON

CI CURB INLET

CIP CAST IN PLACE

CIR CIRCULAR

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CL WG CLEAR WIRE GLASS

CLG CEILING

CLKG CAULKING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY

UNIT

CNTR COUNTER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMPR COMPRESSOR

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR

JT

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CONTR CONTRACTOR

COR CORNER

CORR COVERED

COV CORRIDOR

CPL CEMENT PLASTER

CPS CYCLES PER SECOND

(HERTZ)

CPT CARPET

CR CONDENSER WATER

RETURN

CRES CORROSIVE RESISTANT

STEEL

CRG CARRIAGE

CRSE COURSE

CS CONDENSER WATER

SUPPLY

CS COUNTER SINK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

CTL CARPET TILE

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D DEPTH (DEEP)

D DIFFUSER

d PENNY (as in nail - 10d)

D&M DRESSED AND MATCHED

DA DOUBLE ACTING

DB DRY BULB

dB DECIBEL

DBL DOUBLE

DC DIRECT CURRENT

DCJ DOWELED CONTROL

JOINT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DCW DOMESTIC COLD WATER

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHW DOMESTIC HOT WATER

DI DEIONIZED WATER

DIA DIAMETER

CLO CLOSET

FR FIRE RATED

U/C UNDER CABINET

SYMBOL LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH /

NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

MASONRY-VENEER

STUD WALL

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

REF. DEMO NOTES ( )

PROJECT ARCHITECTURAL REFERENCED DEMOLITION NOTES

XDX

PROJECT ARCHITECTURAL REFERENCED NOTES

REF. NOTES ( )

D1 REMOVE DOOR AND FRAME

D2 REMOVE EXISTING WALL/CMU INFILL. COORDINATE ROUGH OPENING WITH ELEVATOR

REQUIREMENTS. SEE STRUCTURE FOR HEADER DETAILS. SEE STRUCTURE FOR HEADER DETAILS

D3 BRICK TO BE CAREFULLY DEMOLISHED, GATHERED, CLEANED AND STORE FOR RE-USE. SALVAGE

ENOUGH FOR RE-USE IN THIS PROJECT. SEE STRUCTURE FOR HEADER DETAILS. REMOVE

MASONRY 3" BELOW TOP OF CONCRETE FLOOR LEVEL.

D4 REMOVE STEEL THRESHOLD & MISC WOOD OR MASONRY. SUPPORT LINTEL/PLATE TO REMAIN

D5 REMOVE MISC WOOD INFILL OR BLOCKING. SUPPORT LINTEL/PLATE TO REMAIN

D6 REMOVE MEZZANINE BEAMS AND FLOOR ASSEMBLY. FILL BEAM POCKETS WITH MORTAR

D7 REMOVE SPIRAL STAIR ASSEMBLY TO MEZZANINE

D8 REMOVE CABLE AND PLATES. INFILL OPENINGS WITH MORTAR. SEE IMAGES ON SHEET A503

D9 REMOVE MISC WOOD INFILL OR BLOCKING. SUPPORT LINTEL/PLATE TO REMAIN. REMOVE MASONRY

3" BELOW TOP OF CONCRETE FLOOR LEVEL

D10 REMOVE NON STRUCTURAL METAL FRAMING AND GWB ELEVATOR CEILING

D11 DEMO CONCRETE SLAB TO ACCESS SANITARY LINES. SEE PLUMBING TO COORDINATE. INFILL WITH

NEW CONCRETE AFTER PLUMBING CONNECTION

D12 RELOCATE SUMP PUMP. SEE PLUMBING. FILL IN EXISTING SUMP PIT WITH CONCRETE

D13 FILL EXISTING SUMP PIT WITH CONCRETE. SEE PLUMBING FOR SUMP PUMP RELOCATION

D14 DEMO CONCRETE FLOOR SLAB FOR MECHANICAL CHASE. SEE STRUCTURAL

D15 RELOCATE AUTOMATED EXTERNAL DEFIBRILLATOR CABINET

D16 RELOCATE FIRE EXTINGUISHER CABINET

D17 ELEVATOR WORK AREA. PROVIDE TEMPORARY WALL AND ACCESS DOOR

D18 RELOCATE ELECTRICAL DEVICES FOR REVISED DOOR LOCATION

D19 REMOVE CMU. SEE STRUCTURE FOR HEADER DETAILS. REMOVE CMU 3" BELOW TOP OF CONCRETE

FLOOR LEVEL.

D20 PARTIAL MEZZANINE REMOVAL. COORDINATE WITH SHAFT LOCATION

D21 PARTIAL DEMO OF GWB CEILINGS. SEE PLUMBING TO COORDINATE

1 CONCRETE INFILL @ THRESHOLD. LEVEL CONCRETE TO ADJACENT FLOOR LEVELS. FLOAT

CONCRETE OUT IF NEEDED WITH SLOPE NO GREATER THAN 2%. SEE DETAIL 3/A302

3 FURRED WALL. TERMINATE AT WINDOW SILL. APPROX. 5'-6" ABOVE FINISH FLOOR

6 PROVIDE SPRAY FOAM ABOVE WINDOW HEADS. COAT SPRAY FOAM WITH INTUMESCENT PAINT.

SPRAY FOAM TRIMMED FLUSH WITH INSIDE FACE OF EXTERIOR WALL PRIOR TO INTUMESCENT

PAINT. SEE IMAGES ON SHEET A503

7 PROVIDE FURRED OUT AND INSULATED WALL (SIM TO F2) FROM BOTTOM OF WINDOW SILL TO

UNDERSIDE OF ROOF DECK. APPROX. HEIGHT OF 10'-0". SEE IMAGES ON SHEET A503

8 WALL TYPE A1 ABOVE GLASS PARTITION

11 ALL DUCTWORK TO BE PAINTED. PAINT UNDERSIDE OF FIREPROOFING @ 3RD FLOOR DECK (2ND FLOOR CEILING), BEAMS, AND COLUMNS. IN ROOMS WITH ACT CEILINGS PAINT EXTENDS IN MIN. 4'

FROM EDGE OF SUSPENDED CEILING (APPROX. 8' IN FROM EXTERIOR WALL)

12 HOISTWAY BEAMS: LIFE-LINE BEAM (5000 LB NET LIVE LOAD & STANDARD HOISTWAY BEAM (7500

LBS NET LIVE LOAD). SEE STRUCTURAL

13 STEEL PIT LADDER

14 RELOCATED SUMP PIT LOCATION. COORDINATE WITH ELEVATOR CONFIGURATION . SEE PLUMBING

15 LOCKABLE CABINETS AND DRAWERS

16 REPAIR CONCRETE SLAB AND FLOOR FINISHES

17 PROVIDE WINDOW SHADES AT EXTERIOR WINDOWS. SEE SCHEDULE ON SHEET A301

18 BOND BEAM. SEE STRUCTURAL

19 PREFIN. ELEVATOR DOOR AND FRAME

20 EDGE TRIM @ SUSPENDED CEILING

21 FURNITURE PROVIDED BY OTHERS

22 PROVIDE SIGNAGE #7

23 RELOCATED AUTOMATED EXTERNAL DEFIBRILLATOR

24 RELOCATED FIRE EXTINGUISHER CABINET

26 PROTECT EXISTING WOOD CEILING FINISH IN CENTRAL CORRIDOR. NO PENETRATIONS ALLOWED

27 CONCRETE OVER NON-COMPOSITE DECK. 2HR RATED PER UL DESIGN NO. D988

28 ALL DUCTWORK TO BE PAINTED. PAINT UNDERSIDE OF FIREPROOFING @ ROOF DECK (3RD FLOOR

CEILING), BEAMS, AND COLUMNS

29 EXTEND WALL TYPE A4 FROM TOP OF ELEVATOR SHAFT TO UNDERSIDE OF ROOF ASSEMBLY

31 RATED WALL TO EXTEND TO DECKING ABOVE. GWB TO BE CONTINUOUS TO DECKING, BOTH SIDES.

COORDINATE WITH EXISTING BEAM LOCATION

33 MASONRY INFILL IN EXISTING OPENING ABOVE NEW DOOR. SEE STRUCTURAL. SEE IMAGES ON

SHEET A503

34 MASONRY INFILL IN EXISTING OPENING

35 PROVIDE ELECTRICAL, GRAB BAR BLOCKING, BACKING BOARD, AND GWB IN BASE BID

36 PROVIDE UTILITY SINK RAISED BASE AND WATER HEATER SUPPORT FRAME. SEE DETAIL 4/A503

37 PAINT STAIR STRINGERS, GUARDRAILS, HANDRAILS, AND UNDERSIDE OF TREADS AND LANDINGS

(PT-6)

38 CONCRETE SEALER @ EXISTING CONCRETE TREADS AND LANDINGS

DATE INITIAL

SHANE L. ' %

;I 0 l

NORTH FACTORY WING ADMINISTRATION

CLOCK TOWER

BUILDING

CONTRACTOR STAGING AND DELIVERIES. NO

ANCHORED POSTS IN THIS AREA. EXISTING

AGGREGATE BASE PROTECTS HISTORIC

CONCRETE SLAB THAT SHOULD NOT BE

SUBJECTED TO EXCESSIVE WEIGHTS. SEE

NOTE 11

SIDEWALK CAN BE CLOSED

DURING CONSTRUCTION

LOCKED GATE,

COORDINATE ALL

ACCESS WITH COR AS

MUCH IN ADVANCE AS

POSSIBLE

CONTRACTOR

ACCESS TO INTERIOR

OF BUILDING

PUBLIC TEMPORARY

RESTROOM LOCATIONSPROTECT HISTORIC

LIMESTONE ON EACH SIDE

PROTECT PERIMETER

CURB AROUND

AGGREGATE BASE

OPTIONAL CRANE

LOCATION

OPTIONAL CRANE

LOCATION

PAVERS CAN BE

DRIVEN ON BUT ARE 18"

LOWER THAN

ADJACENT SIDEWALKS

WITH RAMP ON EACH

END

EXISTING 4" CONCRETE

SIDEWALKS

EXISTING 4" CONCRETE

SIDEWALKS

CONTRACTOR PARKING

JOB TRAILER

DUMPSTER LOCATION

VEHICLE ACCESS

ROUTES

EXISTING SIDEWALK IS

4" CONCRETE AND NOT

DESIGNED FOR

VEHICULAR TRAFFIC

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009258.009

G101

SITE LOGISTIC PLAN

PULLMAN NATIONAL MONUMENT ADIMINISTRATION CLOCK TOWER

BUILDING 2ND & 3RD FLOOR RENOVATION

009258009- 0- G101 SITE LOGISTIC PLAN

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800

80000

307087

NOT TO SCALE

SITE LOGISTIC PLAN

GENERAL NOTES

1. PROPERTY OUTSIDE OF THE ADMINISTRATIVE CLOCK TOWER BUILDING IS OWNED BY THE

ILLINOIS DEPARTMENT OF NATURAL RESOURCES (IDNR) AND ANY DEVIATION FROM THE

ESTABLISHED STAGING AREAS/ACCESS/ETC NEEDS TO BE APPROVED BY THEM &

COORDINATED THROUGH THE COR.

2. PROPERTY ACCESS: GENERAL ACCESS TO AND EGRESS FROM THE PROJECT SITE WILL BE

COORDINATED THROUGHOUT THE CONSTRUCTION DURATION. ALL GATES WILL REMAIN

CLOSED AND LOCKED WHEN NOT BEING USED FOR ACCESS.

3. VEHICULAR ACCESS WITHIN THE SITE: PARKING OF PERSONAL VEHICLES IS NOT ALLOWED

ONSITE. CONSTRUCTION VEHICLE PARKING AND STAGING SHOULD BE LIMITED TO THE

IDENTIFIED STAGING AREAS.. TO THE EXTENT POSSIBLE, CONSTRUCTION VEHICLES SHOULD

USE EXISTING OR ESTABLISHED ACCESS ROADS AND AVOID TRAVERSING OTHER PORTIONS

OF THE SITE WHICH MAY IMPACT ARCHEOLOGICAL RESOURCES.

4. STAGING AREAS: EACH GENERAL CONTRACTOR IS RESPONSIBLE FOR

ESTABLISHING THEIR OWN STAGING AREA AT THE LOCATION INDICATED ON THE SITE

UTILIZATION PLAN. THE EXACT CONFIGURATION AND LOCATION OF THESE AREA NEEDS TO BE

ESTABLISHED ON SITE BY IDNR AND NPS. STAGING AREAS SHOULD INCLUDE A TEMPORARY

FENCE WITH ACCESS GATES AS APPROPRIATE. THIS AREA MAY BE USED FOR TEMPORARY

TRAILERS, MATERIAL STORAGE, LAY-DOWN WORK AREA, DUMPSTERS, AND SANITARY

FACILITIES. EACH GENERAL CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING

CONCRETE AND EMBEDDED RAILS WITHIN THE STAGING AREA.

5. EMERGENCY ACCESS: IDNR AND NPS WILL HAVE EMERGENCY ACCESS TO ALL

AREAS OF THE SITE AND STRUCTURES AT ALL TIMES.

6. NON—EMERGENCY ACCESS: IDNR, NPS, AND OTHERS WITH PROPER AUTHORIZATION MAY

HAVE ACCESS TO THE CONSTRUCTION AND STAGING AREAS. ALL MUST HAVE PERSONAL

PROTECTIVE EQUIPMENT AND CONTRACTOR—PRESCRIBED SAFETY TRAINING TO BE ALLOWED

IN THE CONSTRUCTION AREAS, OR BE ACCOMPANIED BY AUTHORIZED PERSONNEL WITH

PROPER SAFETY TRAINING.

7. REAR ERECTING SHOPS: ACCESS WITHIN THE REAR ERECTING SHOPS STRUCTURE IS NOT

PERMITTED

8. NORTH FACTORY WING: ACCESS WITHIN THE NORTH FACTORY WING IS NOT PERMITTED.

9. WORK HOURS AND ACCESS TO BUILDING: CONTRACTOR CAN ACCESS BUILDING FROM

6:30AM TO 6:30PM. WORK SCHEDULE MUST BE COORDINATED WITH COR. CONSTRUCTION

ACTIVITIES MAY BE LIMITED BY COR DURING LARGE SPECIAL EVENTS (LABOR DAY

CELEBRATION, RAILROAD DAYS (MAY, ETC). BUILDING ACCESS TO BE PROVIDED BY COR.

10. CONTRACTOR SITE LOGISTICS, STAGING AND ACCESS PLAN WILL REQUIRE CIRP REVIEW

BY IDNR PRIOR TO START OF CONSTRUCTION. PLAN SHALL INDICATE MAXIMUM APPLIED LOADS

OF EQUIPMENT AND MATERIALS, ACCESS PATHS, STAGING AREAS, TEMPORARY FACILITIES,

ETC.

11. PROTECT THE HISTORIC SOUTH SLAB WITH PLYWOOD (OR OTHER MEANS, INCLUDING

AGGREGATE BASE MATERIAL TO MATCH EXISTING) TO DIFFUSE POINT LOADS FROM VEHICLES

PARKING ON THE SLAB OR MAKING DELIVERIES AND MATERIALS STORED ON SITE. PROTECT

BOUNDARY CURBS AND ADA SIDEWALKS WHERE VEHICLES ARE CROSSING TO THE SOUTH AND

WEST OF THE SOUTH SLAB. PROHIBIT VEHICLES FROM CROSSING THE RETAINING/BARRIER-

TYPE CURB EAST OF THE SOUTH SLAB. NO PENETRATIONS (FOR FENCING, STABILIZING

MACHINERY, ETC.) ARE PERMITTED UNLESS APPROVED BY THE STATE HISTORIC

PRESERVATION OFFICERS.

NORTH

DATE INITIAL

SHANE L. ' %

;I 0 l

UPDN

OCCUPANCY CLASSIFICATION

(none)

ASSEMBLY (A-3)

BUSINESS (B)

STORAGE (S-2)

A B C D E F

5.6

EXHIBIT SPACE

WELCOME

LOBBY

CORRIDOR.

SERV.

STORAGE

KITCHENETTE.

STORAGE.

CONFERENCE

ROOM /

LIBRARY

STORAGE.

OFFICE

OFFICE

OPEN OFFICE

RETAIL SPACE

STOR.

ELECTRICAL

FIRE

PROTECTION

VESTBULE

ENTRY

MULTIPURPOSE

ROOM

EXISTING 2-HR WALL

EXISTING 2-HR WALL

EXISTING 2-HR WALL

EXISTING 3-HR WALL

ACCESSORY TO MAIN USE

A B

MECH / BOILER

M01

D E F

MECH / BOILER

M02

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009258.009

G102

ARCHITECTURAL CODE

COMPLIANCE

PULLMAN NATIONAL MONUMENT ADIMINISTRATION CLOCK TOWER

BUILDING 2ND & 3RD FLOOR RENOVATION

009258009- 0- G102 ARCHITECTURAL CODE COMPLIANCE

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800

80000

307087

FIRST FLOOR - CODE REVIEW PLAN

XX FIRE BARRIER (X HOURS)

XX FIRE PARTITION (X HOURS)

XX SMOKE BARRIER (X HOURS)

XX SMOKE PARTITION (X HOURS)

XX BUILDING SEPARATION

(X HOURS)

E

CODE COMPLIANCE

LEGEND

NOTES:

• CONTRACTOR SHALL PROVIDE PERMANENT

SIGNAGE OR STENCILING WITHIN CEILING

PLENUM AT ALL FIRE RATED WALLS, SMOKE

BARRIERS & SMOKE PARTITIONS. LETTERING

SHALL BE AT LEAST 3" IN HEIGHT WITH THE

WORDING: "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS:. REPEAT AT

INTERVALS NOT EXCEEDING 30'-0" MEASURED

HORIZONTALLY ALONG THE PARTITION WALL.

• SEAL PENETRATIONS IN FIRE RATED SMOKE

BARRIERS, FIRE RATED BARRIERS & SMOKE

BARRIERS.

ACCESSORY OCCUPANCY

INCIDENTAL OCCUPANCY

NOT HABITABLE

OCCUPANCY

36" 90" DOOR RATING (MIN)180 9

ANTICIPATED LOAD

EXIT CAPACITY

DOOR WIDTH (IN)

9 ANTICIPATED LOAD36" 180

EXIT CAPACITY

STAIR WIDTH (IN)

TRAVEL DISTANCE

XXX'-XX"

DEAD-END DISTANCE

XXX'-XX"

EXIT LOCATION SYMBOL

NEW FIRE

EXTINGUISHER- INSIDE

RECESSED CABINET -

(FE1)

75'

CODE SUMMARY

APPLICABLE CODES

BUILDING :

ACCESSIBILITY :

LIFE SAFETY :

ENERGY :

MECHANICAL :

PLUMBING :

ELECTRICAL :

OCCUPANCY GROUP :

TYPE OF CONSTRUCTION :

MAXIMUM ALLOWED HEIGHT

MAXIMUM ALLOWED AREA

MIXED USE SEPARATIONS :

HEIGHT AND AREA LIMITS

FIRE SEPARATION ASSEMBLIES

EXITS

SHAFTS / HOISTWAYS

DWELLING UNIT SEPARATIONS

INTERIOR LOAD BEARING

WALLS, COLUMNS, FRAMING

ROOF CONSTRUCTION

FLOOR CONSTRUCTION

FIRE WALLS

EXTERIOR WALL OPENING LIMITS :

DRAFTSTOPS :

FIRE PROTECTIVE SYSTEMS

AUTO FIRE SUPPRESSION :

STANDPIPE :

FIRE ALARM SYSTEM :

AUTO FIRE DETECTION :

SMOKE DETECTION :

FIRE RESISTANCE OF STRUCTURAL

ELEMENTS

RATING

(HOURS)

DESIGN

NUMBER

EXTERIOR WALLS

LOAD BEARING WALLS

NON-LOAD BEARING WALLS

CALCULATIONS

DOOR

STAIR

EXISTING :

A-3, B, S-2

II-B (EXISTING)

3 STORIES (75 FT)

28,500 SF

NONSEPARATED

2017 ABAAS

NA

NA

NA

NFPA 13

PROVIDED

NFPA 72

NFPA 13

NFPA 72

NFPA 101/2024 IFC

2024 IECC

2024 IMC

2024 UPC

2023 NEC

2024 IBC

EXISTING

EXISTING

NA

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

NA

0.15" / OCC

0.2" / OCC

2024 IEBC

FIRST FLOOR

SECOND FLOOR

TOTAL

AREA (GROSS SQUARE FOOTAGE) :

BUILDING STATISTICS

NUMBER OF STORIES :

THIRD FLOOR

MEZZANINE

30310 SF

9620 SF

9620 SF

9620 SF

1450 SF

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

MEZZANINE NORTH - CODE REVIEW PLAN

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

MEZZANINE SOUTH - CODE REVIEW PLAN

SUPPLEMENTAL CODE NOTES

CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS

508.3.3 SEPARATION. NO SEPARATION S REQUIRED BETWEEN NON-SEPARATED OCCUPANCIES.

504.3 MIXED OCCUPANCY

THE MAXIMUM HEIGHT OF A BUILDING SHALL NOT EXCEED THE LIMITS SPECIFIED IN TABLE 504.3 (75') EXCEPTION: TOWERS SHALL BE CONSTRUCTED OF MATERIALS CONSISTENT WITH THE REQUIRED TYPE OF CONSTRUCTION OF THE BUILDING EXCEPT WHERE OTHER CONSTRUCTION IS PERMITTED BY SECTION 1511.2.4. SUCH STRUCTURES SHALL NOT BE USED FOR HABITATION OR STORAGE. THE STRUCTURES SHALL BE UNLIMITED IN HEIGHT WHERE NONCOMBUSTIBLE MATERIALS AND SHALL NOT EXTEND MORE THAN 20' ABOVE THE ALLOWABLE BUILDING

HEIGHT WHERE COMBUSTIBLE MATERIALS.

CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES

SECTION 713 SHAFT ENCLOSURES

713.4 FIRE RESISTANCE RATING. SHAFT ENCLOSURES SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2 HOURS WHERE CONNECTING 4 STORIES OR MORE AND NOT LESS THAN 1 HOUR WHERE CONNECTING LESS THAN 4

STORIES.

713.11 ENCLOSURE AT THE BOTTOM. EXCEPTION #3: THE FIRE RESISTANCE RATED ROOM SEPARATION AND THE PROTECTION AT THE BOTTOM OF THE SHAFT ARE NOT REQUIRED PROVIDED THAT THERE ARE NO COMBUSTIBLES IN THE SHAFT AND THERE ARE NO OPENINGS OR OTHER PENETRATIONS THROUGH THE SHAFT ENCLOSURE.

CHAPTER 10 MEANS OF EGRESS

1005.3.1 STAIRWAYS

EGRESS SIZING IS 0.2" PER OCCUPANT (W/ SPRINKLERS PER EXCEPTION #1).

THE EXISTING STAIRS ARE BOTH 44 1/2" WIDE. THEREFORE THE MAX OCCUPANT LOAD FOR EACH UPPER FLOOR IS 89"

X (1/0.2) = 445 OCCUPANTS.

1005.3.2 OTHER EGRESS COMPONENT; EXCEPTIONS 1: THE CAPACITY IN INCHES OF OTHER EGRESS COMPONENTS (DOORS) WILL HAVE A FACTOR OF 0.15 INCH PER OCCUPANT. THEREFORE, 36" DOOR = 33" CLEAR WIDTH / 0.15 PER

OCC = 220 OCCUPANTS. 220 X 2 = 440 OCCUPANTS.

TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

A, E OCCUPANCY | OCCUPANT LOAD 49 | 75' WITH SPRINKLER

B OCCUPANCY | MAX OCC LOAD 49 | 100' WITH SPRINKLER

S OCCUPANCY | MAX 29 OCC LOAD | 100' WITH SPRINKLER

1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS

EXCEPTIONS: 2. WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE-THIRD

OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE

A,E OCCUPANCY | 250' WITH SPRINKLER

B OCCUPANCY | 300' WITH SPRINKLER

S-2 OCCUPANCY | 400' WITH SPRINKLER

1020.5 DEAD END

WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED

SUCH THAT DEAD-END CORRIDORS DO NOT EXCEED 20'.

EXCEPTION: 3. A DEAD-END CORRIDOR SHALL NOT BE LIMITED IN LENGTH WHERE THE LENGTH OF THE DEAD-END

CORRIDOR IS LESS THAN 2.5 TIMES THE LEAST WIDTH OF THE DEAD-END CORRIDOR.

CHAPTER 29 PLUMBING SYSTEMS

2902.1.2 FIXTURES IN SINGLE-USER TOILET ROOMS

THE NUMBER OF FIXTURES IN SINGLE-USER TOILET FACILITIES SHALL BE DEDUCTED PROPORTIONATELY FROM THE REQUIRED GENDER RATIOS OF TABLE 2902.1. SINGLE-USER ROOMS SHALL BE IDENTIFIED AS BEING AVAILABLE FOR

USE BY ALL PERSONS REGARDLESS OF SEX.

2902.2 SEPARATE FACILITIES

WHERE PLUMBING FIXTURES ARE REQUIRED, SEPARATE FACILITIES SHALL BE PROVIDED FOR EACH SEX.

EXCEPTIONS: 6) SEPARATE TOILET FACILITIES SHALL NOT BE REQUIRED WHERE ROOMS HAVING BOTH WATER CLOSETS AND LAVATORY FIXTURES ARE DESIGNED FOR USE BY ALL PERSONS REGARDLESS OF SEX AND PRIVACY IS

PROVIDED FOR WATER CLOSETS IN ACCORDANCE WITH SECTION 405.3.4 OF THE IPC.

CHAPTER 30 ELEVATORS

3003.2 FIRE FIGHTERS EMERGENCY OPERATION. ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL OPERATION AND PHASE II EMERGENCY IN-CAR OPERATION IN ACCORDANCE WITH ASME A17.1/CSA B44.

3006.2 ELEVATOR HOISTWAY DOOR PROTECTION. ELEVATOR HOISTWAY DOORS SHALL BE PROTECTED WHERE AN ELEVATOR HOISTWAY CONNECTS MORE THAN THREE STORIES. HOISTWAY PROTECTION IS NOT REQUIRED.

NORTH

DATE INITIAL

SHANE L. ' %

;I 0 l

DISPLAY

PRIVATE

COLLAB

NPS

KITCHENETTE

JANITOR

STORAGE

OCCUPANCY CLASSIFICATION

(none)

ASSEMBLY (A-3)

BUSINESS (B)

STORAGE (S-2)

NPS OFFICES

OPEN NPS

COLLAB

ASST SUPT

SUPT

PARTNER

OFFICE

OPEN COLLAB

PARTNER EXEC

OFFICE

CORRIDOR

CORRIDOR

KITCHENETTE

NPS RR

RR

RR

RR

RR

14'-0 1/2"

47' COMMON PATH/ 60'

TRAVEL DISTANCE

73' COMMON PATH/ 100'

TRAVEL DISTANCE

53'-7"

83'-2 1/4"

SEE NOTE

1020.5

EXISTING 2-

HR SHAFT

EXISTING 2-

HR SHAFT

EXISTING 2-HR

SHAFT

EXISTING 2-HR

SHAFT

EXISTING F.E.C.

EXISTING F.E.C.

ACCESSORY TO MAIN USE

A B C D E F

B.4

OCCUPANCY CLASSIFICATION

(none)

BUSINESS (B)

STORAGE (S-1)

STORAGE (S-2)

D.6

80' COMMON PATH DISTANCE

\150' TRAVEL DISTANCE

60' COMMON PATH/90'

TRAVEL DISTANCE

EXISTING 2-HR

SHAFT

EXISTING 2-HR

SHAFT

EXISTING 2-HR

SHAFT

EXISTING 2-HR

SHAFT

NEW 1-HR

SHAFT OPEN

TO 2ND FLOOR

BELOW

ACCESSORY TO MAIN USE

1-HR FIRE BARRIER

1-HR FIRE

BARRIER

LEASE AREA

POTENTIAL

LEASE AREA

POTENTIAL

CORRIDOR

NPS STORAGE

NPS STORAGE

NPS STORAGE

NPS STORAGE

CORRIDOR

CORRIDOR

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009258.009

G103

ARCHITECTURAL CODE

COMPLIANCE

PULLMAN NATIONAL MONUMENT ADIMINISTRATION CLOCK TOWER

BUILDING 2ND & 3RD FLOOR RENOVATION

009258009- 0- G103 ARCHITECTURAL CODE COMPLIANCE

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800

80000

307087

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

SECOND FLOOR - CODE REVIEW PLAN

PLUMBING FIXTURE

REQUIREMENTS

MEN - REQUIRED

WOMEN - REQUIRED

MEN - PROVIDED

WOMEN - PROVIDED

NUMBER OF OCCUPANTS

MEN

WOMEN

WC LAV URINALS

TUB/

SHOWER

DRINKING FOUNTAINS

REQUIRED

PROVIDED

A-3

1 PER 125/65 1 PER 200 - - 1 PER 8

1 PER 500

2.04 1.28

3.92 1.28

1.02

ACC_ROOM SCHEDULE - 1ST & 2ND LEVELS

ROOM NO ROOM NAME FUNCTION OF SPACE CALC (SQF/OCC) OCCUPANT LOAD

AREA / OCC

FIRST FLOOR

101 WELCOME LOBBY ASSEMBLY EXHIBIT GALLERY & MUSEUM 1365 SF / 30 NET SF 46

103 EXHIBIT SPACE ASSEMBLY EXHIBIT GALLERY & MUSEUM 2380 SF / 30 NET SF 79

104 RETAIL SPACE MERCANTILE 868 SF / 60 SF 14

105 FIRE PROTECTION ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

203 SF / 300 SF 1

106 ELECTRICAL ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

87 SF / 300 SF 0

107 STOR. ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

87 SF / 300 SF 0

108 OPEN OFFICE BUSINESS AREAS 715 SF / 100 NET SF 7

109 OFFICE BUSINESS AREAS 125 SF / 100 NET SF 1

110 OFFICE BUSINESS AREAS 132 SF / 100 NET SF 1

111 STORAGE. BUSINESS AREAS 107 SF / 100 NET SF 1

112 CONFERENCE

ROOM / LIBRARY

BUSINESS AREAS 274 SF / 100 NET SF 3

112 KITCHENETTE. BUSINESS AREAS 100 SF / 100 NET SF 1

113 STORAGE. ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

112 SF / 300 SF 0

114 JAN. ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

16 SF / 300 SF 0

115 STORAGE ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

20 SF / 300 SF 0

116 SERV. ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

42 SF / 300 SF 0

121 MULTIPURPOSE

ROOM

ASSEMBLY WITHOUT FIXED SEATS

CONCENTRATED (CHAIRS ONLY - NOT FIXED)

911 SF / 7 NET SF 130

122 STORAGE. ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

148 SF / 300 SF 0

FIRST FLOOR: 18 286

SECOND FLOOR

201 NPS KITCHENETTE BUSINESS AREAS 230 SF / 100 NET SF 2

202 STORAGE ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

124 SF / 300 SF 0

204 JANITOR ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

119 SF / 300 SF 0

205 KITCHENETTE BUSINESS AREAS 117 SF / 100 NET SF 1

207 PRIVATE COLLAB ASSEMBLY WITHOUT FIXED SEATS

UNCONCENTRATED (TABLES AND CHAIRS)

205 SF / 15 NET SF 14

208 DISPLAY ASSEMBLY WITHOUT FIXED SEATS

UNCONCENTRATED (TABLES AND CHAIRS)

3558 SF / 15 NET SF 237

209 PARTNER EXEC

OFFICE

BUSINESS AREAS 240 SF / 100 NET SF 2

210 OPEN COLLAB BUSINESS AREAS 415 SF / 100 NET SF 4

211 PARTNER OFFICE BUSINESS AREAS 756 SF / 100 NET SF 8

217 NPS OFFICES BUSINESS AREAS 857 SF / 100 NET SF 9

218 OPEN NPS COLLAB BUSINESS AREAS 148 SF / 100 NET SF 1

219 ASST SUPT BUSINESS AREAS 156 SF / 100 NET SF 2

220 SUPT BUSINESS AREAS 235 SF / 100 NET SF 2

221 ELEC 37 SF / 20 2

SECOND FLOOR: 14 285

TOTALS:: 32 571

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

THIRD FLOOR - CODE REVIEW PLAN

ACC_ROOM SCHEDULE - 3RD LEVEL

ROOM NO ROOM NAME FUNCTION OF SPACE CALC (SQF/OCC) OCCUPANT LOAD

AREA / OCC

THIRD FLOOR

302 NPS STORAGE BUSINESS AREAS 134 SF / 100 NET SF 1

303 NPS STORAGE BUSINESS AREAS 310 SF / 100 NET SF 3

310 NPS STORAGE BUSINESS AREAS 1366 SF / 100 NET SF 14

311 LEASE AREA

POTENTIAL

BUSINESS AREAS 1920 SF / 100 NET SF 19

313 JAN ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

33 SF / 300 SF 0

315 LEASE AREA

POTENTIAL

BUSINESS AREAS 1571 SF / 100 NET SF 16

317 NPS STORAGE BUSINESS AREAS 1387 SF / 100 NET SF 14

319 MECH ACCESSORY STORAGE AREAS, MECHANICAL,

EQUIPMENT ROOM

36 SF / 300 SF 0

THIRD FLOOR: 8 67

TOTALS:: 8 67

PLUMBING FIXTURE

REQUIREMENTS

MEN - REQUIRED

WOMEN - REQUIRED

MEN - PROVIDED

WOMEN - PROVIDED

NUMBER OF OCCUPANTS

MEN

WOMEN

WC LAV URINALS

TUB/

SHOWER

DRINKING FOUNTAINS

REQUIRED

PROVIDED

B

1 PER 25 1 PER 40 - - NA

1 PER 100

2.64 1.65

2.64 1.65

1.31

PLUMBING FIXTURE

REQUIREMENTS

MEN - REQUIRED

WOMEN - REQUIRED

MEN - PROVIDED

WOMEN - PROVIDED

NUMBER OF OCCUPANTS

MEN

WOMEN

WC LAV URINALS

TUB/

SHOWER

DRINKING FOUNTAINS

REQUIRED

PROVIDED

TOTAL

-- -- - - NA

4.68 2.93 0 NA

5 6 2 NA

6.56 2.93 NA

8 7 NA

2.33

NORTH

DATE INITIAL

SHANE L. ' %

;I 0 l

SEE NOTE

404.2.4.1

SEE NOTE

603.2.3

SEE NOTE

404.2.4.1

A B C D E F

B.4 D.6

3'-4"

EXISTING

CONDITION

SEE NOTE

603.2.3

5'-8 1/4"

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009258.009

G104

ACCESSIBILITY BUILDING PLANS -

2ND & 3RD LEVELS

PULLMAN NATIONAL MONUMENT ADIMINISTRATION CLOCK TOWER

BUILDING 2ND & 3RD FLOOR RENOVATION

009258009- 0- G104 ACCESSIBILITY BUILDING PLANS - 2ND & 3RD LEVELS

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800

80000

307087

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

SECOND FLOOR - ACCESSIBILITY PLAN

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

THIRD FLOOR - ACCESSIBILITY PLAN

SUPPLEMENTAL 2017 ABASS NOTES

CHAPTER 4

404.2.4.1 SWINGING DOORS

PUSH SIDE DOORS ARE NOT REQUIRED TO HAVE 12" FROM PUSH SIDE IF THEY ARE NOT PROVIDED WITH CLOSER AND

LATCH. FIGURE 404.2.4.1.

CHAPTER 6

603.2.3 DOOR SWING

DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS

SHALL BE PERMITTED TO SWING INTO THE REQUIRED TURNING SPACE.

EXCEPTIONS 2: WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE

COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING

INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.

NORTH

DATE INITIAL

SHANE L. ' %

;I 0 l

N2

S

F E

C

FIRE

PROTECTION

ELECTRICAL

STOR.

OPEN OFFICE

OFFICE OFFICE

STORAGE.

CONFERENCE

ROOM /

LIBRARY

STORAGE.

KITCHENETTE.

STORAGESERV.

TOILET ROOM

JAN.

TOILET ROOMTOILET ROOM

STORAGE.

MULTIPURPOSE

ROOM

RETAIL SPACE

VESTBULE

STAIRS-S

STAIRS-N

EXHIBIT SPACE

WELCOME

LOBBY

ENTRY

ELEVATOR

D1D2

D12

D2

D17D17

D11

D21

D21

A B C D E F

D2

D3D3

D2

D4

D4

D1

D5

D9

/4

" D2

/4

/2

D5

D15

D3

D8

D16

/4

/4

D19

/4

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SHEET

PMIS / PKG. NO.

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DATEwww.schemmer.com

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009258.009

A001

DEMOLITION PLAN - 1ST & 2ND

FLOOR

PULLMAN NATIONAL MONUMENT ADIMINISTRATION CLOCK TOWER

BUILDING 2ND & 3RD FLOOR RENOVATION

009258009- 2- A001 DEMOLITION PLAN - 1ST & 2ND FLOOR

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800

80000

307087

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

FIRST FLOOR PLAN - DEMOLITION

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

SECOND FLOOR - DEMOLITION

NORTH

ARCHITECTURAL DEMO NOTES

D1 REMOVE DOOR AND FRAME

D2 REMOVE EXISTING WALL/CMU INFILL. COORDINATE ROUGH OPENING WITH ELEVATOR REQUIREMENTS. SEE STRUCTURE FOR

HEADER DETAILS. SEE STRUCTURE FOR HEADER DETAILS

D3 BRICK TO BE CAREFULLY DEMOLISHED, GATHERED, CLEANED AND STORE FOR RE-USE. SALVAGE ENOUGH FOR RE-USE IN THIS

PROJECT. SEE STRUCTURE FOR HEADER DETAILS. REMOVE MASONRY 3" BELOW TOP OF CONCRETE FLOOR LEVEL.

D4 REMOVE STEEL THRESHOLD & MISC WOOD OR MASONRY. SUPPORT LINTEL/PLATE TO REMAIN

D5 REMOVE MISC WOOD INFILL OR BLOCKING. SUPPORT LINTEL/PLATE TO REMAIN

D8 REMOVE CABLE AND PLATES. INFILL OPENINGS WITH MORTAR. SEE IMAGES ON SHEET A503

D9 REMOVE MISC WOOD INFILL OR BLOCKING. SUPPORT LINTEL/PLATE TO REMAIN. REMOVE MASONRY 3" BELOW TOP OF CONCRETE

FLOOR LEVEL

D11 DEMO CONCRETE SLAB TO ACCESS SANITARY LINES. SEE PLUMBING TO COORDINATE. INFILL WITH NEW CONCRETE AFTER

PLUMBING CONNECTION

D12 RELOCATE SUMP PUMP. SEE PLUMBING. FILL IN EXISTING SUMP PIT WITH CONCRETE

D15 RELOCATE AUTOMATED EXTERNAL DEFIBRILLATOR CABINET

D16 RELOCATE FIRE EXTINGUISHER CABINET

D17 ELEVATOR WORK AREA. PROVIDE TEMPORARY WALL AND ACCESS DOOR

D19 REMOVE CMU. SEE STRUCTURE FOR HEADER DETAILS. REMOVE CMU 3" BELOW TOP OF CONCRETE FLOOR LEVEL.

D21 PARTIAL DEMO OF GWB CEILINGS. SEE PLUMBING TO COORDINATE

DATE INITIAL

SHANE L. ' %

;I 0 l

F

C

F

C

F

5.6

B.4 D.6

S T

R U

C T

U R

E A

B O

V E

E X

IS

T

IN

G

S T

E E

L M

E Z

A A

N

IN

E

D7

D6

D8

D9 D9

D4

D3

D8

D15

D9

/4

/4

/4

D3

D5

D4

D3

A B C D E F

5.6

B.4 D.6

D2D2

S T

R U

C T

U R

E A

B O

V E

T O

R E

M A

IN

E X

IS

T

IN

G

S T

E E

L M

E Z

Z A

N

IN

E

D7

D8

D14

3'-9"

/2

D20

REVISED TITLE OF SHEET DRAWING NO.

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DESIGNED

DRAWN

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PREPARED

DATEwww.schemmer.com

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009258.009

A002

DEMOLITION PLAN - 3RD FLOOR

PULLMAN NATIONAL MONUMENT ADIMINISTRATION CLOCK TOWER

BUILDING 2ND & 3RD FLOOR RENOVATION

009258009- 2- A002 DEMOLITION PLAN - 3RD FLOOR

11057 SOUTH COTTAGE GROVE AVENUE

CHICAGO, ILLINOIS 60628

1044 North 115th Street | Suite 300 Omaha, NE 68154

(402) 493-4800

80000

307087

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

THIRD FLOOR - DEMOLITION - OPTION #5

ARCHITECTURAL DEMO NOTES

D2 REMOVE EXISTING WALL/CMU INFILL. COORDINATE ROUGH OPENING WITH ELEVATOR REQUIREMENTS. SEE STRUCTURE FOR HEADER

DETAILS. SEE STRUCTURE FOR HEADER DETAILS

D3 BRICK TO BE CAREFULLY DEMOLISHED, GATHERED, CLEANED AND STORE FOR RE-USE. SALVAGE ENOUGH FOR RE-USE IN THIS

PROJECT. SEE STRUCTURE FOR HEADER DETAILS. REMOVE MASONRY 3" BELOW TOP OF CONCRETE FLOOR LEVEL.

D4 REMOVE STEEL THRESHOLD & MISC WOOD OR MASONRY. SUPPORT LINTEL/PLATE TO REMAIN

D5 REMOVE MISC WOOD INFILL OR BLOCKING. SUPPORT LINTEL/PLATE TO REMAIN

D6 REMOVE MEZZANINE BEAMS AND FLOOR ASSEMBLY. FILL BEAM POCKETS WITH MORTAR

D7 REMOVE SPIRAL STAIR ASSEMBLY TO MEZZANINE

D8 REMOVE CABLE AND PLATES. INFILL OPENINGS WITH MORTAR. SEE IMAGES ON SHEET A503

D9 REMOVE MISC WOOD INFILL OR BLOCKING. SUPPORT LINTEL/PLATE TO REMAIN. REMOVE MASONRY 3" BELOW TOP OF CONCRETE

FLOOR LEVEL

D14 DEMO CONCRETE FLOOR SLAB FOR MECHANICAL CHASE. SEE STRUCTURAL

D15 RELOCATE AUTOMATED EXTERNAL DEFIBRILLATOR CABINET

D20 PARTIAL MEZZANINE REMOVAL. COORDINATE WITH SHAFT LOCATION NORTH

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

THIRD FLOOR - DEMOLITION

DATE INITIAL

SHANE L. ' %

;I 0 l

TA-3TA-3

TA-2TA-2

TA-1TA-1

TA-10 TA-50

TA-6

TA-21

TA-61

TA-42

TA-63

FINISH FLOOR

EXISTING STRUCTURE

1 LAYER 5/8" TYPE X GWB

EACH SIDE

3 5/8" METAL STUD (20 GA) AT

16" O.C.

WALL BASE, SEE FINISH

SCHEDULE

ANCHOR TOP RUNNER

DEFLECTION TRACK TO

EXISTING STRUCTURAL SLAB

ABOVE CEILING FRAMING

SYSTEM

FASTEN TOP AND BOTTOM

RUNNERS 24" O.C. AND

WITHIN 2" OF ENDS

SOUND BATT (TYPE A1 ONLY)

SEALANT, TYP.

FINISH FLOOR

EXISTING STRUCTURE

1 LAYER 5/8" GWB EACH SIDE

3 5/8" METAL STUD (20 GA) AT

16" O.C.

WALL BASE

ANCHOR TOP RUNNER

DEFLECTION TRACK TO

EXISTING STRUCTURAL SLAB

ABOVE CEILING FRAMING

SYSTEM

FASTEN TOP AND BOTTOM

RUNNERS 24" O.C. AND

WITHIN 2" OF ENDS

SOUND BATT (TYPE A3 ONLY)

SEALANT, TYP.

FINISH FLOOR

EXISTING STRUCTURE

1 LAYER 5/8" GWB

3 5/8" METAL STUD (20 GA) AT 16"

O.C. SHIM STUDS FROM EXISTING

MASONRY MIN. 1/4" (6" METAL

STUD 20 GA @ TYPE F3)

WALL BASE

SEALANT, TYP.

FASTEN TOP AND BOTTOM

RUNNERS 24" O.C. AND

WITHIN 2" OF ENDS

EXISTING MASONRY WALL

SPRAYED INSULATION @ FULL

DEPTH OF STUD CAVITY (TYPE

F2 ONLY)

ANCHOR TOP RUNNER

DEFLECTION TRACK TO

EXISTING STRUCTURAL SLAB

ABOVE CEILING FRAMING

SYSTEM

NOTE: RETURN GWB AT SILLS, JAMBS,

AND HEAD CONDITIONS. MATCH

EXISTING WINDOWS

FINISH FLOOR

EXISTING STRUCTURE

EXISTING MASONRY WALL

1 LAYER 5/8" TYPE 'X' GWB

1 5/8" METAL STUD (20 GA) AT

16" O.C. SHIM STUDS FROM

EXISTING MASONRY MIN. 1/4"

WALL BASE

SEALANT, TYP.

FASTEN TOP AND BOTTOM

RUNNERS 24" O.C. AND

WITHIN 2" OF ENDS

ANCHOR TOP RUNNER

DEFLECTION TRACK TO

EXISTING STRUCTURAL SLAB

ABOVE CEILING FRAMING

SYSTEM

16" - 18"

M

IN

T .O

B

A R

/2

M

IN

18" 24" MINALLOWABLE AREA FOR

ACCESSORY

INSTALLATION

42"

MAX

12"

39" - 41"

17" - 19" TO TOP OF SEAT

@ ACCESSIBLE

18" MIN

UNOBSTRUCTED

REACH

M

IN

36" MIN

MIN

12" 24" MIN

1 1/2" MIN FROM

BOTTOM OF GRAB

BAR

3'-6" MAX

CONTINUOUS

BLOCKING IN WALLS

CONTINUOUS

BLOCKING IN WALLS

48" MAX TO TOP OF OPERABLE

PARTS

34" MAX TO TOP OF WORK

SURFACE

CONTINUOUS

BLOCKING IN WALLS

48" MAX TO TOP OF OPERABLE

PARTS

AED FEC FEB

K N

E E

S P

A C

E

M

IN

REQUIRED KNEE &

TOE SPACE

BASE

MIN

15"

M A

X

40" TO BOTTOM OF

REFLECTIVE

SURFACE

8" MIN 4

48" TO TOP OF OPERABLE

PARTS

MIRRORED SURFACE (TA-30)

VANITY SINK WALL-

HUNG

FRONT SINK VENT

PIPE

11" MIN

6" MAX

UNDERSIDE PIPE

INSULATION

M

IN

ELECTRICAL OUTLET FOR

FAUCET. SEE ELECTRICAL

48" MAX TO TOP OF OPERABLE PARTS OR

CENTER OF OPENINGS

TA-62

38" - 43"

SPOUT HEIGHT

36" MAX HEIGHT @

ACCESSIBLE

REQUIRED KNEE

& TOE SPACE

17" - 19"

K N

E E

S P

A C

E

M

IN

8" MIN

6" MAX

11" MIN

M

IN

BOTTLE FILLER.

SEE PLUMBING

48" MAX TO TOP OF OPERABLE

PARTS

AREA OF

REFUGE

M

IN

M A

X

18" CLR @ SIGN

DOOR SIGNAGE

M

IN

/2

M

IN

C

M

IN

M A

X

M

IN

DOORS ELEVATOR SIGNALS, CALL BUTTONS, & CAR

IDENTIFICATION

FLOOR MAXIMUM

OCCUPANCY

BRAILLE

S6

DISPLAY ROOM

MAXIMUM OCCUPANCY

BRAILLE

S7

9"

9"

FINISH FLOOR

8"X8"X16" CMU. SEE

STRUCTURAL

NOTE: BEARING/NONBEARING WALL RATING - 2HR.

UL DESIGN NO. U905

FINISH FLOOR

EXISTING STRUCTURE

1 LAYER 5/8" TYPE X GWB

EACH SIDE

6" STEEL C-T STUDS (18 GA)

ANCHOR TOP RUNNER

DEFLECTION TRACK TO

EXISTING STRUCTURAL SLAB

ABOVE CEILING FRAMING

SYSTEM

FASTEN TOP AND BOTTOM

RUNNERS 24" O.C. AND

WITHIN 2" OF ENDS

SOUND BATT

SEALANT, TYP.

NOTE: UL DESIGN U417 - 1 HR

1 LAYER 1"X24" TYPE X GWB

FINISH FLOOR

EXISTING STRUCTURE

1 LAYER 5/8" TYPE X GWB

EACH SIDE

6" METAL STUD (18 GA) AT 16"

O.C.

WALL BASE, SEE FINISH

SCHEDULE

ANCHOR TOP RUNNER

DEFLECTION TRACK TO

EXISTING STRUCTURAL SLAB

ABOVE CEILING FRAMING

SYSTEM

FASTEN TOP AND BOTTOM

RUNNERS 24" O.C. AND

WITHIN 2" OF ENDS

SOUND BATT

SEALANT, TYP.

NOTE: UL DESIGN W415 - 1 HR

REQUIRED WHERE INDICATED ON

CODE SHEET

FINISH FLOOR

EXISTING STRUCTURE

1 LAYER 5/8" GWB EACH SIDE

3 5/8" METAL STUD (20 GA) AT

24" O.C. EVENLY STAGGER

TWO ROWS OF STUDS. NO

BRIDGING OF STUDS

WALL BASE. SEE FINISH

SCHEDULE

ANCHOR TOP RUNNER

DEFLECTION TRACK TO

EXISTING STRUCTURAL SLAB

ABOVE CEILING FRAMING

SYSTEM

FASTEN TOP AND BOTTOM

RUNNERS 24" O.C. AND

WITHIN 2" OF ENDS

SOUND BATT

SEALANT, TYP.

NOTE: PER SOUND TEST USG-160901

THE STC RAING IS 54

1"

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

C…