P A RKDIST O O R TUSINU R I H BE C DALEY BICENTENNIAL ... · field house cchicago park district...

50% CD-OWNER'S REVIEW2 11.08.2013

G0-00

AND PROJECT DATASCHEDULE,DISTRIBUTION DRAWING INDEX,

3 95% CD 12.13.2013

09.03.20131 PRICING SET

4 PERMIT 12.20.2013

5 ISSUE FOR BID 01.08.2014

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GENERAL PROJECT INFORMATION:

PROJECT LOCATION:

PROJECT DESCRIPTION:

CHICAGO, IL 60601

331 E. RANDOLPH ST,

MARK DEWALTSIGNED:

PROJECT DATA

ARCHITECT STATEMENT

PHONE: 312.260.7300

CHICAGO, IL 60654

500 N. DEARBORN, SUITE 900

VALERIO DEWALT TRAIN ASSOCIATES INC.

PROJECT TEAM:

OWNER

ARCHITECT

MEP ENGINEER

PHONE: 312. 742.4290

CHICAGO, ILLINOIS 60611

541 NORTH FAIRBANKS COURT

CHICAGO PARK DISTRICT

TYPE I, FIRE RESISTIVE CONSTRUCTION

C-2 SMALL ASSEMBLY

CONSTRUCTION TYPE:

USE GROUP:

EXISTING BASE BUILDING

LOCATION MAP

KEY PLAN

CHICAGO, ILLINOIS 60604-3901

33 W. JACKSON BLVD 4TH FLOOR

MATRIX ENGINEERING

PHONE: 312.242.6448

CHICAGO, IL 60606

100 S. WACKER DRIVE, SUITE 700

PRIMERA

331 E. RANDOLPH STREET, CHICAGO, IL 60601

SIGNED: LAUREN NAKLES

STRUCTURAL ENGINEER

CHICAGO BUILDING CODE SECTION 18-11 ACCESSIBILITY.

ILLINOIS ACCESSIBILITY STANDARDS, REVISED 24 APRIL 1997 AND 2014

ALL WORK DESCRIBED HEREIN SHALL BE EXECUTED IN COMPLIANCE WITH

2014 CHICAGO BUILDING CODE

2013 CHICAGO ELECTRICAL CODE

2013 CHICAGO PLUMBING CODE

2013 CHICAGO MECHANICAL CODE

APPLICABLE CODES AND STANDARDS:

ALL WORK DESCRIBED HEREIN SHALL BE EXECUTED IN COMPLIANCE WITH THE FOLLOWING

FIELD HOUSE LOCATION

NTS

NTS

DALEY BICENTENNIAL FIELD HOUSE RENOVATION

SPECIFIC AREAS.

EQUIPMENT AND FIXTURES, CONCRETE TOPPING OVERLAYMENT IS

MILLWORK, FIXTURES AND FURNISHING, METRAL FRAME CANOPY, MEP

LOAD BEARING WALLS, INTERIOR FLOOR AND WALL FINISHES,

FINISHES AND MEP EQUIPMENT AND FIXTURES. NEW INTERIO NON

OF EXISTING NO LOAD BEARING WALLS, STOREFRONT, INTERIOR

FIELD HOUSE RENOVATION OF 15, 400 SF TO INCLUDE DEMOLIITION

DESCRIPTION OF WORK:

CONSTRUCTIONS TYPE=TYPE 1A FIRE RESISTIVE CONSTRUCTION

OCCUPANCY CLASSIFICATION= C-2 SMALL ASSEMBLY

DATE: DECEMBER 20TH, 2013

DATE: DECEMBER 20TH, 2014

ASHRAE 90.1-2010 ENERGY STANDARDS FOR BUILDINGS

CONSERVATION OF THE MUNICIPAL CODE OF CHICAGO.

FULLY COMPLY WITH THE REQUIREMENTS OF CHAPTER 18-13 ENERGY

CHICAGO, IL 60601

331 E. RANDOLPH STREET

ADDRESS:

THE ATTACHED PLANS FOR:

CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF

I CERTIFY THAT I AM A REGISTERED ENERGY PROFESSIONAL (R.E.P.). I ALSO

ACCESIBITLIY CODE.

ORDINANCES, ENVIRONMENTAL BARRIERS ACT [410 ILCS 25] AND THE ILLINOIS

PROVISIONS OF THE APPLICABLE CHICAGO BUILDING CODES, ZONING

SUPERVISION AND, TO THE BEST OF MY KNOWLEDGE, COMPLY WITH THE

I HEREBY STATE THAT THESE DRAWINGS WERE PREPARED UNDER MY

ARCHITECT'S CERTIFICATION

CHAPTER 18-11-1 (17-34) AND ICC/ANSI A117.1-2009.REFER TO NOTES ON MATRIX ON SHEET GO-01 PER CBC 2014

CONSERVATION CODECHICAGO ENERGY

ACCESIBLITY NOTES

CODE NOTES

MILLENIUM PARK

MAGGIE DALEY PARK

E. RANDOLPH

CO

LU

MB

US

DRIV

E

Chicago, IL 60601

331 E Randolph St

FIELD HOUSE

CHICAGO PARK DISTRICTc

DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

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DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering

FFE DESIGNERSSearl Lamaster Howe Architects

Valerio Dewalt Train and Associates

Matrix Engineering Corporation

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PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW

DESIGN: VDTA-MD & VW

PROJECT MANAGER: CPD-NS

PRINCIPAL: MARK DEWALT

PROJECT MGR/ ARCH:VERONICA WIDHOLM

CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.

331 E. RANDOLPH ST, CHICAGO IL 60601

RENOVATIONFIELD HOUSE

DALEY BICENTENNIAL

G0-01

2 50% CD-OWNER'S REVIEW 11.08.2013

3 95% CD 12.13.2013

AND ABBREVIATIONSSYMBOLS,GENERAL NOTES, CODE MATRIX,

PRICING SET1 09.03.2013

4 PERMIT 12.20.2013


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SYMBOLS LEGEND

ABBREVIATIONS

GENERAL NOTES

A1-01

A

1

1

1A

A4-01

NORTH ARROW:

DETAIL TARGETS:

COLUMN DESIGNATION SYMBOLS:

ELEVATION MARKS:

SECOND FLOOR

+10'-0" EL. =

SECOND FLOOR

+10'-0" EL. =

SECOND FLOOR

+10'-0" EL. =

INTERIOR ELEVATION TARGETS:

1A

A6-01

1C

1E 1G

PARTITION TARGETS:

A1-2

DOOR IDENTIFIERS:

100

100A

SHEET IDENTIFIER:

ROOM IDENTIFIERS:

OPEN OFFICE AREA

100

GB1

TOILET ROOM ACCESSORY TAG:

DRAWING REVISION IDENTIFIER:

NOTE:

1.

2.

3.

PROJECT SITE.

SCOPE AND INTENT DUE TO CONDITIONS WHICH ARE READILY OBSERVABLE AT THE

WILL BE AUTHORIZED FOR WORK WHICH IS REQUIRED TO COMPLETE THE PROJECT

OMMISSIONS, OR CONFLICTS BEFORE PROCEEEDING WITH THE WORK. NO EXTRA COSTS

CONTRACTOR, WHO SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES,

ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE

6.

PROPERLY EXECUTE THE WORK.

WORK, NOR DO THEY SHOW ALL OF THE CONDITIONS WHICH MAY BE ENCOUNTERED TO

DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE

THE GENERAL EXTENT OF THE PROJECT AND DO NOT NECESSARILY INDICATE OR

THE DRAWINGS ISSUED HEREWITH ARE SCOPE DOCUMENTS, AND AS SUCH SHOW

7.

SMALL.

DO NOT SCALE DRAWINGS - DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER

4.

UPON COMPLETION OF THE PROJECT.

DEBRIS, DUST, AND EQUIPMENT RELATED TO THE DEMOLITION AND THROUGH CLEAN-UP

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANING AND REMOVAL OF ALL

8.

CONTRACTOR INSTALLED EQUIPMENT.

SHOWN IN THE DRAWINGS OR NOT. THIS SHALL ALSO APPLY TO OWNER FURNISHED/

AND/OR SUSPENDED MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT WHETHER

CASEWORK, TOILET ROOM ACCESSORIES, TOILET PARTITIONS, INCLUDING WALL-MOUNTED

PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE PROPER INSTALLATION OF ALL

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL STIFFENERS, BRACINGS, BACKING

5.

THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

WHERE DISCREPANCIES OCCUR BETWEEN THE VARIOUS DISCIPLINES/TRADES, CONSULT

FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE.

10.

CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK.

FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWNER OF ANY

CONDITIONS THEREON. CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE

THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND BE KNOWLEGEABLE OF

9.

11.

13.

DRAWINGS AND INSTALLATION, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH WORK.

MECHANICAL, ELECTRICAL, AND INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN

THE CONTRACTOR SHALL COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH

14.

FOR OWNER APPROVAL PRIOR TO INSTALLATION.

PROVIDE APPROPRIATE SEX DESIGNATION SIGNAGE FOR ALL TOILET ROOMS AND SUBMIT

12.

GYPSUM BOARD PARTITIONS.

PROVIDE FIRE RETARDANT BLOCKING AT ALL ITEMS WALL-MOUNTED TO STEEL STUD AND

15.

16.

OR FINISH SCHEDULE.

BOXES AND CONDUIT TO MATCH ADJACENT SURFACES OR AS SPECIFIED BY DRAWINGS

PAINT ALL EXPOSED, BARE, AND COVERED PIPES, DUCTS, HANGERS, STEEL, ELECTRICAL

17.

ALL EXPOSED FASTENERS IN PUBLIC AREAS TO BE TAMPER-PROOF WHEREVER POSSIBLE.

WEATHER-STRIPPED TO PREVENT AIR AND WATER INFILTRATION.

OF UTILITIES, ETC. THROUGH THE EXTERIOR ENVELOPE SHALL BE SEALED, CAULKED, OR

FOUNDATION, BETWEEN WALLS AND ROOF, BETWEEN WALL PANELS, AND AT PENETRATIONS

ALL EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND

BEARING ON THE PERFORMANCE OF THE WORK.

ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY

ALL WORK SHALL CONFORM TO APPLICABLE CODES AND COMPLY WITH ALL LAWS,

DETAIL NO.

SHEET NO.

LEFT CORNER

A-1 STARTS AT LOWER

LETTERS - VERTICAL

NUMBERS - HORIZONTAL

AND SECTIONS

FOR ELEVATIONS

VERTICAL HEIGHT:

SPOT ELEVATION

EXISTING ELEVATION

ELEVATION DETAIL NO.

SHEET NO.

SEE A8 SERIES DWGS.

PARTITION TYPE

SEE A8 SERIES DWGS.

HEAD DETAIL

TO ROOM NO.

CORRESPONDS

DOOR NO.

FOR MULTIPLE DOORS

ALPHABETIC DESIG.

DISCIPLINE LETTER

SERIES NUMBER

SHEET SEQUENCE NUMBER

ROOM/ AREA NAME

ROOM/ AREA NUMBER

GRAB BAR

REFERS TO LEGEND:

REVISION NO.

SHEET SPECIFIC

FOR ADDITIONAL SYMBOLS

SEE CONSULTANT DRAWINGS

OF REVISION

BUBBLE AT AREAS

AUTOMATIC

ASSEMBLY

ASSISTANT

ASPHALT

ARCHITECTURAL

APPROXIMATE

ACCESS PANEL

ANNUNCIATOR

ANCHOR

ANODIZED

ALTERNATE

ALUMINUM

ABOVE FINISHED FLOOR

ADJUSTIBLE

ADHESIVE

ACOUSTICAL CEILING TILE

ACOUSTICAL

BUILT-UP ROOFING

BACK-TO-BACK

BASEMENT

BEARING

BRICK

BOTTOM

BENCHMARK

BEAM

BLOCKING

BLOCK

BUILDING

BITUMINOUS

BOARD

BASEBOARD

BOTTOM OF

AUTO.

ASSY

ASST

ASPH.

ARCH.

APPROX.

A.P.

ANNUNC.

ANCH.

ANOD.

ALT

ALUM.

A.F.F.

ADJ.

ADH.

A.C.T.

ACOUS.

B.U.R.

B.T.B.

BSMT

BRG

BR.

BOT

B.M.

BM

BLKG

BLK

BLDG

BITUM.

BD

BB

B/

COLD WATER

CUBIC

CLOSED CIRCUIT TELEVISION

COUNTERSUNK

CENTER

CERAMIC TILE

CONTROL JOINT

CARPET

CORRIDOR

COORDINATE

CONTRACTOR

CONTINUOUS

CONSTRUCTION

CONNECTION

CONFERENCE

CONCRETE

COLUMN

CLEANOUT

CONCRETE MASONRY UNIT

CENTIMETER

CLOSET

CEILING

CLEAR

CENTERLINE

CIRCULATION

CORNER GUARD

CEMENT

CATCH BASIN

CABINET

C.W.

CU

CCTB

CTSK

CTR

C.T.

C.J.

CPT

DORR.

COORD.

CONTR.

CONT.

CONSTR.

CONN.

CONF.

CONC.

COL.

C.O.

CMU

CM

CLO.

CLG

CLR

C.L.

CIRC.

C.G.

CEM.

C.B.

CAB.

DRAWING

DISTILLED WATER

DETAIL

DOWNSPOUT

DOOR

DAMPPROOFING

DOOR OPENING

DOWN

DIVISION

DISPENSER

DIMENSION

DIFFUSER

DIAGONAL

DIAMETER

DEPARTMENT

DEMOLISH

DEGREE

DOUBLE

DWG

D.W.

DTL

D.S.

DR

D.P.

D.O.

DN

DIV.

DISP.

DIM.

DIFF.

DIAG.

DIA.

DEPT

DEM.

DEG.

DBL.

EXTERIOR

EXPOSED

EXPANSION

EXISTING

EXHAUST

EXCAVATION

ELECTRIC WATER COOLER

EQUIPMENT

EQUAL

ELECTRICAL PANEL

ELECTRICAL OUTLET

EXPANSION JOINT

ENTRANCE

ENGINEER

ENCLOSURE

EMERGENCY

ELEVATOR

ELECTRICAL

ELASTOMERIC

ELEVATION

EACH

EAST

EXT.

EXPO.

EXP.

EXIST.

EXH.

EXC.

E.W.C.

EQUIP.

EQ.

E. PNL

E.O.

E.J.

ENT.

ENGR

ENCL.

EMER.

ELEV.

ELEC.

ELAS.

EL.

EA.

E.

FUTURE

FURRING

FURNISH

FIN TUBE RADIATION

FOOTING

FACE TO FACE

FOOT(FEET)

FIREPROOF

FLUORESCENT

FLEXIBLE

FLOOR

FINISH

FIRE HOSE RACK

FLAT HEAD MACHINE SCREW

FIRE HOSE CABINET

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FOUNDATION

FLOOR DRAIN

FOOT CONTROL

FACE BRICK

FIRE ALARM

FACE OF

FABRIC

FUT.

FURR.

FURN.

F.T.R.

FTG

F.T.F.

FT

FPRF

FLUOR.

FLEX.

FL.

FIN.

F.H.R.

F.H.M.S.

F.H.C.

F.E.C.

F.E.

FDN

F.D.

F.C.

F. BR.

F.A.

F/

F.

G.W.B.

G.T.

GR.

G. PL.

GND

GL.

GEN.

GALV.

GA.

GYPSUM WALL BOARD

GREASE TRAP

GRADE

GYPSUM PLASTER

GROUND

GLASS

GENERAL

GALVANIZED

GUAGE

HYD.

H.W.

H.V.A.C.

HTG

HT

HR

H.P.

HORIZ.

H.O.

H.M.

HDW.

HDWD

H.C.

H.B.

HYDRANT

HOT WATER

AIR CONDITIONING

HEATING, VENTILATING, AND

HEATING

HEIGHT

HOUR

HIGH POINT

HORIZONTAL

HOLD OPEN

HOLLOW METAL

HARDWARE

HARDWOOD

HOLLOW CORE

HOSE BIB

INVERT ELEVATION

INTERMEDIATE

INTERIOR

INSULATION

INCLUDE(D)

INCANDESCENT

INCH(ES)

INSIDE DIAMETER

INV. EL.

INTERM.

INT.

INSUL.

INCL.

INCAND.

IN.

I.D.

JOINT

JANITOR'S CLOSET

JANITOR

JT

J.C.

JAN.

K.S.

KIT.

K.O.

K.D.

KNEE SPACE

KITCHEN

KNOCK OUT

KNOCK DOWN

MULLION

METAL

MOUNTING

MOUNTED

MOVEABLE

MASONRY OPENING

MILLIMETER

MISCELLANEOUS

MINIMUM

MANHOLE

MANUFACTURER

MEZZANINE

MEMBRANE

MECHANICAL

METAL CORNER BEAD

MAXIMUM

MATERIAL

MASONRY

MAINTENANCE

MACHINE

METER

MUL.

MTL

MTG

MTD

MOV.

M.O.

MM.

MISC.

MIN.

M.H.

MFR

MEZZ.

MEMB.

MECH.

M.C.B.

MAX.

MATL

MAS.

MAINT.

MACH.

M.

NOT TO SCALE

NOMINAL

NUMBER

NOT IN CONTRACT

NORTH

N.T.S.

NOM.

NO.

N.I.C.

N.

LTWT

LT

L.P.

LKR

L.H.

L.F.

LB(S).

LAV.

LAUN.

LAM.

LIGHTWEIGHT

LIGHT

LOW POINT

LOCKER

LEFT HAND

LINEAR FOOT

POUND(S)

LAVATORY

LAUNDRY

LAMINATED

OPPOSITE HAND

OPPOSITE

OPENING

OVERHEAD

CONTRACTOR INSTALLED

OWNER FURNISHED/

OFFICE

OVERFLOW DRAIN

OUTSIDE DIAMETER

ON CENTER

OVERALL

OPP. H.

OPP.

OPNG

O.H.

OF/CI

OFF.

O.F.D.

O.D.

O.C.

O.A.

POINT

PNEUMATIC TUBE STATION

PARTITION

PAINTED

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PROPERTY

PAIR

POLISHED

PANEL

PAINT

PLYWOOD

PLUMBING

PLASTER

PLASTIC LAMINATE

PLATE

PANEL FABRIC

PRE-CAST

PAVING

PUBLIC ACCESS

PT

P.T.S.

PTN

PTD

P.S.I.

P.S.F.

PROP.

PR

POL.

PNL

PNT

PLWD

PLBG

PLAS.

P. LAM.

PL.

P.F.

P.C.

PAV.

P.A.

ROUGH OPENING

ROOM

ROOFING

REVISION

RESILIENT

REQUIRED

REFRIGERATOR

REFERENCE

RECESSED

RIGHT HAND

ROOF DRAIN

REFLECTED CEILING PLAN

RUBBER BASE

RADIUS

RIGHT-OF-WAY

REINFORCING

RECEPTION

RISER

QUANTITY

QUARRY TILE

R.O.

RM

RFG

REV.

RESIL.

REQD

REFR.

REF.

REC/

R.H.

R.D.

R.C.P.

R.B.

RAD.

R/W

REINF.

RECEP.

R.

QTY

Q.T.

TYPICAL

TELEVISION

TOPOGRAPHY

TOILET

THICK

TERRAZZO FLOOR TILE

TERRAZZO

TEMPERED

TELEPHONE

TOUNGE & GROOVE

TOP & BOTTOM

TOP OF

TREAD

TYP.

T.V.

TOPO.

TLT

THK

T.F.T.

TER.

TEMP.

TEL.

T&G

T&B

T/

T.

UTILITY

URINAL

UNLESS NOTED OTHERWISE

UNFINISHED

UNEXCAVATED

UTIL.

UR.

U.N.O.

UNF.

UNEXC.

VINYL WALL COVERING

VINYL TILE

VOLUME

VERIFY IN FIELD

VESTIBULE

VERTICAL

VENTILATION

VINYL COMPOSITION TILE

V.W.C.

V.T.

VOL.

V.I.F.

VEST.

VERT.

VENT.

V.C.T.

YARD

WELDED WIRE FABRIC

WEIGHT

WAINSCOT

WATERPROOFING

WIRE MESH

WINDOW

WROUGHT IRON

WATER HEATER

WIDE FLANGE

WOOD

WATER CLOSET

WITHOUT

WITH

WEST

YD

W.W.F.

WT

WSCT

WPFG

W.M.

WIN.

W.I.

W.H.

W.F.

WD

W.C.

W/O

W/

W.

SYM.

SWBO.

SUSP.

STRUC.

STOR.

STL

STD

S.T.C.

STA.

S. ST.

S. SK.

SQ.

SPRINK.

SPKR

SPEC.

S.P.

SIM.

SHT

SHR

S.G.T.

S.F.

SECUR.

SECT.

S.D.

SCHED.

S.C.

SAN.

SAFB

SAB

S.

SYMETRICAL

SWITCHBOARD

SUSPENDED

STRUCTURAL

STORAGE

STEEL

STANDARD

SOUND TRANSMISSION CLASS

STATION

STAINLESS STEEL

SERVICE SINK

SQUARE

SPRINKLER

SPEAKER

SPECIFICATION

STANDPIPE

SIMILAR

SHEET

SHOWER

STRUCTURAL GLAZED TILE

SQUARE FOOT (FEET)

SECURITY

SECTION

SOAP DISPENSER

SCHEDULE

SOLID CORE

SANITARY

SOUND ATTEN. FIRE BLANKET

SOUND ATTENUATION BLANKET

SOUTH

PRIMED AND PAINTED, UNLESS NOTED OTHERWISE.

ALL EXTERIOR GUARDRAILS, HANDRAILS, AND OTHER EXTERIOR EXPOSED METAL SHALL BE

INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, LICENSES, AND

PLANS

AT ELEVATIONS AND FINISH

OF FINISH INSTALLATION

INDICATES THE DIRECTION


DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

E

I

9

3

HC

AG

RO

DEZIN1

AL

4

R

IUNSID

IUST

K

R

APH

GA

O OR

R

C

EB

TS

TC

DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering




M

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5

4

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2

1

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LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW





CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.



DALEY BICENTENNIAL

EXIS

TIN

G R

AM

P

NIC

NIC

NIC

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

09.27.2013REVISED PRICING SET

2


G0-02

LIFE SAFETY

FLOOR PLAN

4 95% CD 12.13.2013

LIFE SAFETY FLOOR PLAN


5 PERMIT 12.20.2013

0

GRAPHIC SCALE

4

(IN FEET) 1 INCH = 8 FEET

8 168


VESTIBULE

002

ENTRY

001

CONCESSIONCOUNTER

012

SUPERVISOR

017

CLUB RM 1

021

CLUB RM 4

026

LOCKERSSOUTH

004

MEN'S

005

RENTALCOUNTER

011

CLUB RM 3

013

CLUB COUNTER

016

CORRIDORVESTIBULE

014

MULTI-USEROOM

018

PANTRY

019

CORRIDOR

020

CLUB RM 2

024

CORRIDOR

015

NORTH LOCKERS

007

EX. ZAMBONI RM

027

ELECTRICALCLOSET

028

EX. MECH

031

EX. EASTCORRIDOR

030

EXIST STORAGE

029

JANITOR

003

WOMEN'S

006

SUPERVISOR

010B

C-5

C-6C-6 C-6

C-6C-6

C-4

40 c

hairs/d

olly

C-4

40 c

hairs/d

olly

1

2

3

4

R Q P N MN LM L K J

AIR VENT (SUPPLY)

100'

66'-11•"

EXIS

TIN

G R

AM

P

HEIGHT VIF

CEILING

DROPPED

AD1-01

DEMOLITION PLANFIRST FLOOR

FIRST FLOORDEMOLITION PLANSCALE: 1/8"=1'-0"1A

2


ADDENDUM 2 09.09.2013

4 95% CD 12.13.2013

PRICING SET 09.03.20131

4


8 168 0

GRAPHIC SCALE

PERMIT5 12.20.2013


1

2

3

4

R Q P N MN LM L K J

DEMO GENERAL NOTES

EXIST. EXT. DOOR TO BE REMOVED TYP.

PLUMBING ROUGH-IN.

REMOVE EXISTING WALK IN REFRIGERATOR AND

ROUGH-IN. PATCH HOLES IN SLAB

PARTITIONS, MIRRORS, CERAMIC TILE AND PLUMBING

ACCESORIES, SHOWER CURTAINS, WOOD AND TOILET

REMOVE EXISTING PLUMBING FIXTURES, BATHROOM

REMOVE EXISTING DOOR HARDWARE FOR REPLACEMENT

ATTACHMENTS TO BE REMOVED U.N.O. TYP.

STORE FRONT SYSTEM, DOORS, SUPPORTS &

EXISTING CMU WALL TO BE REMOVEDTO REUSE FOR NEW MOB SINK

WALL FOR SINK BUT NOT FOR W.C. IN ANTICIPATION

REMOVE TOILET FIXTURE AND SINK. PATCH HOLE ON

ELECTRICAL HEATER, PLUMBING ROUGH-INS

REMOVE EXIST. CASEWORK, INDUSTRIAL SINK, SINK,

REMOVE EXISTING WATER COOLERS.

PROTECT DURING CONSTRUCTION

EXISTING TERRAZO FLOORING TO REMAIN.

FINISHES.

SUBSTRATE, LEVEL AND PREPARE TO RECEIVE NEW

REMOVE EXISTING TERRAZZO FLOORING TO

REMOVE EXISITNG PIPING ON WALL, DECOMMISION.

EXISTING TO REMAIN

LEGEND

NOT IN CONTRACT

PLUMBING TO BE REMOVED

INDICATED ARCHITECTURAL, ELECTRICAL AND

KEY DEMO NOTES

HVAC SUPPLY DUCT TO BE REMOVED.

EXISTING EXPOSED SECTION OF SEMI RECESSED FLOOR

SYSTE

M, T

YP.

1'-0" FR

OM

NE

W

FR

AMIN

G

SY

ST

EM,

TY

P.

1'-

0" F

RO

M

NE

W

FR

AMIN

G

SY

ST

EM,

TY

P.

1'-

0" F

RO

M

NE

W

FR

AMIN

G

SYS

TE

M,

TYP.

1'-0" F

RO

M

NE

W

FR

AMIN

G

DURING CONSTRUCITON.

PROTECT EXISTING SUBSTRATE TO REMAIN

EXISTING VINYL FLOOR TO BE REMOVED.

BULKHEAD TO UNDERSIDE OF EXISITNG SLAB

REMOVE EXIST. OVERHEAD DOOR AND PARTITION

OWNER.

TO BE CAREFULLY REMOVED AND RETURN TO

ALL EXISTING SIGNAGE (EXTERIOR AND INTERIOR)

REMOVE EXISTING MILLWORK AND FURNISHINGS

REMOVE EXISTING LOCKERS

FIXTURES

REMOVE EXISTING PLUMBING ROUGH-INS AND

MA

TC

H

LIN

E

DOOR

OPENNING TO INSTALL NEW TRASH CHUTE INTAKE

OPENNING TO BE 24 1/2"WIDE X 25 3/4"TALL ROUGH

REMOVE EXISTING PLYWOOD AND GROW EXISTING

HOLLOW METAL FRAME TO REMAIN.

EXISTING HOLLOW METAL DOOR TO BE DEMOLISHED.

REMOVE EXISTING STAIRS AND PLYWOOD RAMP.

FURTHER DETAIL AND SIZE

THIS LOCATION. REFER TO PLUMBING DRAWINGS FOR

PROVIDE OPPENING TO RECEIVE NEW CONDUIT AT

REMOVE AUDIO EQUIPMENT & SAFE

EXIST. CMU PARTITION TO REMAIN

REMOVE EXISTING BULKHEADS AND COIL DOOR

EXPOSED EXISTING UNDERSIDE OF SLAB

HOLES IN UNDERSIDE OF SLAB, IN ANTICIPATION FOR

CEILING SYSTEMS AND PANELS. PATCH AND REPAIR

REMOVE EXISTING , GYP. BOARD OR SUSPENDED

DRAWINGS

REMOVE EXISTING BOILER U.N.O. ON MECHANICAL

CABLING U.N.O. ON ELECTRICAL DRAWINGS

REMOVE ELECTRICAL PANELS AND DECOMISSION

MATERIAL AND BUILDING SKIN ASSEMBLY.

LEVEL AND PREPARE, TO RECEIVE NEW EXTERIOR

REMOVE EXISTING FLOORING FINISH ON THIS AREA,

SE

E

SH

EE

T

MD-1B,

ED-1B,

PD-1B

SE

E

SH

EE

T

MD-1B,

ED-1B,

PD-1B

MA

TC

H

LIN

E

REQUIRED PER MECHANICAL DEMOLITION DRAWINGS

EXISTING SLAB PENETRATIONS TO BE MODFIED AS

DOOR.

DEMOLISHED IN PREPARATION TO NEW OVERHEAD COIL

5 1/5" EXISTING CMU SECTION OF WALL TO BE

THAN 5" ON EXISTING TO REMAIN CONCRETE SLAB.

EXTERIOR CORRIDOR. PATCH IMPERFECTIONS BIGGER

REMOVE EXISTING LIGHTING FIXTURES ON SOFFIT AND

17.REFER TO MEP DEMOLITION SCOPE NARRATIVE.

MOUNT EXTINGUISHERS FOR REUSE.

16. ALL F.E.C. TO BE REMOVED. SALVAGE EXISTING WALL

CONSTRUCTION.

BIGGER THAN 5" DIAMETER OR FULLY IF DAMAGED DURING

15. PATCH AND REPAIR EXISTING TO REMAIN SURFACES

REQUIRED FIRE PROOF RATING.

DAMAGED DURING DEMOLITION TO MATCH THE CODE

14. PATCH AND REPAIR ALL FIRE PROOFING CUT OR

DIRECTED.

RETAINED SHALL BE PROTECTED AND STORED AS

OF LEGALLY. SALVAGED MATERIALS SPECIFIED TO BE

AND SHALL BE REMOVED FROM THE SITE AND DISPOSED

DEMOLITION BECOME THE PROPERTY OF THE CONTRACTOR

13. UNLESS NOTED OTHERWISE, THE PRODUCTS FROM THE

12. KEEP THE SITE FREE OF DEBRIS AND RUBISH.

CONSTRUCTION.

DURING DEMOLITION, CLEANED AND REINSTALLED DURING

REMOVED TO A SUITABLE PROTECTED LOCATION STORED

WHEN PERMITTED BY THE ARCHITECT, ITEMS MAY BE

DAMAGE DURING DEMOLITION.

11. PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST

EXISTING CONDITION.

WITH MATERIALS NECESSARY TO REESTABLISH THE

CUT OR DAMAGED DURING DEMOLITION BY METHODS AND

10. REMOVE, PATCH AND REPAIR MATERIALS AND SURFACES

THE DRAWINGS BEFORE PROCEEDING WITH DEMOLITION.

DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND

9. NOTIFY THE ARCHITECT OF ANY AND ALL

SCOPE OF WORK.

THE EXISTING CONDITIONS TO BECOME FAMILIAR WITH THE

8. THE CONTRACTOR IS TO VISIT THE SITE TO EXAMINE

7. ALL ROOF DRAINAGE TO REMAIN.

DEMOLISHED U.N.0 ON MEP DRAWINGS.

6. ALL EXISTING DUCTWORK, INSULATION, AND PIPING TO BE

ELETRICAL NARRATIVE.

RECEPTACLES IN WALLS TO BE REMOVED U.N.O. ON

& ASSOCIATED FEEDERS. FEEDERS FOR ELEC. & TELEDATA

5. REMOVED AND DECOMMISSION SWITCHES, RECEPTACLES

U.N.O.

4. REMOVE EXIST CEILINGS, LIGHT FIXTURES & DEVICES

CONSTRUCTION.

3. PROTECT EXIST TERRAZO FLOOR DURING

2. PATCH AND REPAIR EXISTING UNDERSIDE OF SLAB.

SLAB THROUGHOUT.

1. CLEAN SILICONE RESIDUE OF EXISTING UNDERSIDE OF

DRAWINGS AT MECHANICAL ROOM.

REMOVE EXISTING OVERSIZED EQUIPMENT PER MEP

ON NEW ROOM ENTRY 001.

EXISTING FLOOR DRAIN AND PIPING TO BE RELOCATED

P

EP

P

P

PIPING

DRAIN

DRAIN

EPEP

COMPRESSOR

P

EP EP

MECH

14'-3"

EP

WALK-IN

REFRIGERATOR

BU

LK

HE

AD

AN

D

COIL

CU

RT

AIN

TO

BE

DE

MO'D

AIR VENT (SUPPLY)


DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

E

I

9

3

HC

AG

RO

DEZIN1

AL

4

R

IUNSID

IUST

K

R

APH

GA

O OR

R

C

EB

TS

TC

DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering




M

6

7

5

4

3

2

1

8

LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW





CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.

DN-22

7'-

10•

"

VIF

30'-

0"

VIF

30'-

0"

VIF

24'-

5•

"

VIF

28'-8" VIF 28'-8" VIF 28'-8" VIF 28'-8" VIF 14'-4" VIF 28'-8" VIF 28'-8" VIF 28'-8"VIF

DN-18

DN-18

DN-18

DN-18

DN-18

DN-18

DN-18

DN-18

DN-18

DN-18

DN-18

DN-18

DN-17

DN-16

DN-15

DN-14

DN-14

DN-15

DN-15

DN-13

DN-13

DN-13

DN-13

DN-18

DN-18

DN-12

DN-12

DN-11DN-10

DN-10

DN-10

DN-9

DN-9

DN-8DN-8

DN-8

DN-8

DN-7

DN-3

DN-2

DN-2

DN-19

DN-21

DN-5

DN-4DN-4

DN-4 DN-4

DN-4

DN-1

DN-20

DN-20DN-20

DN-15

DN-8

DN-2

DN-1

DN-22

DN-22DN-8

DN-20

DN-20

DN-2

DN-23

DN-24

DN-25

DN-1

DN-2

DN-3

DN-4

DN-5

DN-6

DN-7

DN-8

DN-9

DN-10

DN-11

DN-12

DN-13

DN-14

DN-15

DN-16

DN-17

DN-18

DN-19

DN-20

DN-21

DN-22

DN-23

DN-24

DN-25

DN-26

DN-27

DN-29

DN-30

DN-27

DN-30

DN-30

DN-31

DN-29

DN-30

DN-29

DN-30

DN-29

DN-32

DN-32

DN-32

DN-30

DN-33

DN-33

DN-34

DN-34

DN-29

DN-32DN-32DN-32

DN-32

DN-4 DN-4

DN-4

DN-4

DN-31

DN-31 DN-31DN-31DN-31DN-31 DN-8

DN-29

DN-35

DN-35

DN-36

DN-36



DALEY BICENTENNIAL

ALIG

N

ALIG

N

3'-

2•

"3

0'-

0"

30'-

0"

28'-

2"

ALIG

N

ALIGN

ALIG

N

ALIGN

ALIGN

3'-

0"

12'-1"

6'-

4"

EQ.

8 EQ. DOOR LEAVES=25'-0"

EQ.

ALIGN

ALIGN

24'-

6•

"

VIF

ALIG

N

1/1

2 S

LO

PE

1/1

2 S

LO

PE

LA

NDIN

G

EXIS

TIN

G R

AM

P

NIC

NIC

NIC

A1-01

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

09.27.2013

2

3 11.15.201350% CD OWNER

REV. PRICING SET

4 95% CD 12.13.2013


PLANPARK LEVEL FLOOR

PARK LEVEL FLOOR PLAN 0

GRAPHIC SCALE

4


8 168

5 PERMIT 12.20.2013


VESTIBULE

002

001B

ENTRY

001

CONCESSIONCOUNTER

012

SUPERVISOR

017

CLUB RM 1

021

CLUB RM 4

026

LOCKERSSOUTH

004

MEN'S

005

RENTALCOUNTER

011

CLUB RM 3

013

CLUB COUNTER

016

CORRIDORVESTIBULE

014

MULTI-USEROOM

018

PANTRY

019

CORRIDOR

020

CLUB RM 2

024

017

015

004005

006

008

009

010

013B

013A

019

021A

022 023024A

026B

024B

CORRIDOR

015

NORTH LOCKERS

007

003

014A

10'-

0"

2'-1"

4"9 EQ. DOOR LEAVES=26'-0"4"

7'-8•"

14'-

7•

"

3'-

0"

6'-

9"

A1-2

A1-2

A1-2

A1-2

A1-2 A1-2

D1-2

A1-2

D1-2

D1-2 D1-2

D1-2

D1-2

D1-2

D1-2

4'-

0"

4'-

5"

9'-

9"

4'-

10"

5'-

0"

5'-

10"

D2-2

D2-2

C2-2

5'-0"

3

32'-

1"

2'-

1"

4

3'-

0"

21

5

EQ.

PA

NE

LS

=18'-

3"

7'-

5"

EX. ZAMBONI RM

027

027

8

8

EXTERIOR SOFFIT

INDICATES LINE OF

A1-2

11

12

13

14

14

C2-2

C2-2

A1-2

A1-2

A1-2

C4-2

A1-2

3

2'-

1"

A1-2

19

19

19TYP.

19TYP.

SINK

MOP

FLOOR

1919

5A

A5-01

7E

A5-01

A4-046A

7A

A4-04

7D

7G

A4-04

A4-04

7A

B2-1

B2-1

B2-1

011

016A

B2-1

ELECTRICALCLOSET

028024C 024D 024E 024F 024G

025

028

021C 021D 021E 021F

013C 013D 013E 013F

A1-2

5

016B

1

2

3

4

6

8

9

11

12

13

14

15

16

18

19

KEY NOTES:

5

1K/4K

A4-04

1K/4K

A4-04

EX. MECH

031

EX. EASTCORRIDOR

030

031

EXIST STORAGE

029

28'-

10•

"

VIF

26

5D

A4-01

27

5'-

0"

27

27

28

28

JANITOR

003

WOMEN'S

006

9a

9b

9c

15

PARTITION (TYPICAL).

MANUFACTURER TO PROVIDE FINISH TO MATCH MOVABLE

PARTITION POCKET DOORS BY OPERABLE PARTITION

B1-1

B1-1

B1-1

B1-1

B1-1

B1-1

B1-1

018b

B1-1

B1-1

026A

018a

024H

SUPERVISOR

010B

2A

A2-01

5A

A2-01

B1-1

2

B1-1

EL. =

T/ RAMP

030a

030b

10b

10c

10a

10b

PIPE. TO COMPLY WITH ADA REQ. REFER TO DETAIL 5D,5F/A4-04

WALL MOUNT HANDRAIL. GALVANIZED PAINTED 1 1/2" DIAM METAL

10c

+36'-0" AFF V.I.F.

30

6D

A4-01

A1-2

PT-6 SPECS ON SHEET A9-01.

TO BE POWER WASH, PATCH AS NEEDED AND PAINT. REFER TO

EXISTING PARAPET, EXTERIOR SOFFIT AND EXTERIOR PARTITION

3

2'-

1"

018C 018D 018E

5'-8" 6'-0" 8 EQ. DOOR LEAVES=16'-9" 14'-6" 2'-10"

010B

21

22

A1-02

A1-2

D1-2

31

B1-1

B1-1 B1-1

B1-1

B2-1

D1-2

D1-2

D1-2

D1-2

D1-2

A4-04

7K

A1-2 A1-2

3210 RAMP.

10a

8

EXTERIOR SOFFIT

INDICATES LINE OF

EXTERIOR SOFFIT

INDICATES LINE OF

1A

A3-01

3'-0" 14'-1"

A1-2

A1-2 1'-

7"

EQ.EQ.

1'-10"

A1-1

B1-1

A1-2

A1-2

A1-2

A1-3

A1-3

OTHERS

MACHINES BY

VENDING

2'-

10"

5

EQ.

PA

NE

LS

=18'-

3"

B1-1

5'-4"

SIM

10"

B1-1

20

A1-3

A1-2

29a

29b

1K/ A4-04

LAMINATE MILLWORK CABINET. (2 DOOR LEAVES). REFER TO DETAIL

1'-4"X5'-4"X6'-6 (DXWXH). MELAMINE SUBSTRATE AND PLASTIC

3K/A4-04

4 ROWS OF ADJUSTABLE SHELVING. REFER TO DETAIL

STRUCTURAL DRAWINGS

OVERHEAD SUPPORT. REFER TO DETAIL 1K/A3-04 AND

AUTOMATIC BOTTOM SEAL.

GYPSUM PANEL SKIN OVER STEEL SKIN, TRACK HD BRACKET, 2"

FINISH MATERIAL WC-1 WALLCOVERING ON TACKBOARD, SKIN,

SYSTEM, STC 45 SIZE REFER TO FLOOR PLAN AND DETAIL.

WITH REQ. OF MODERNFOLD SERIES 932, MANUAL PAIRED PANEL

PARTITION SYSTEM: BASIS OF DESIGN SUBJECT TO COMPLIANCE 7

7b

NEW CURTAIN WALL COMPOSED BY:

7a

4E, 4G/A3-01

PROVIDE CUSTOM CURTAIN WALL SSG MULLION. REFER TO DETAIL

TO DETAIL7F, 7J, 7K/ A3-04

INSIDE, IN BETWEEN JAMBS MOUNTED ANGLE GUIDES. REFER

POWDER COAT EXTERIOR SIDE ONLY AND GALVANIZED ON THE

SERIES 610, C-265 SLAT, MOTOR RSX HOIST, CUSTOM COLOR

DESIGN TO MEET THE FOLLOWING MANUF. OVERHEAD DOORS,

EXISTING DIMENSIONS (APROX 9'-0"X 11'-0"VIF). BASIS OF

NEW MOTOR OPERATED OVERHEAD COILING DOOR. MATCH

RAMP. REFER TO DETAIL ON SHEET A3-03

PIPE. TO COMPLY WITH ADA REQ.

FLOOR MOUNT HANDRAIL. GALVANIZED PAINTED 1 1/2" DIAM METAL

AT&T POINT OF CONNECTION

PROVIDE 4" PVC FROM D-MARK ON MDF TO EXTERIOR WALL FOR

MDF EQUIPMENT. REFER TO ELECTRICAL DRAWINGS. G.C. TO

CUBES (4 STACKABLE ROWS). REFER TO SHEET F1-01.

EACH ROOM. REFER TO SHEET F1-01

FREE STANDING METAL BENCHES. PROVIDE 1 ADA SIZE BENCH PER

MULTI-USE CHAIRS AND TABLES. REFER TO SHEET F1-01

17 TASK/OFFICE CHAIRS. REFER TO SHEET F1-01

20

SOAKED.

TEMPERED. HEAT SOAK- ALL TEMPERED GLASS TO BE HEAT

FILL, SILICONE- BLACK, INTERIOR GLASS PLY - 1/4" CLEARED

GL-3 SURFACE, SPACER 1/2" BLACK STAINLESS STEEL WITH ARGON

GLASS, EXTERIOR GLASS LY - 1/4" CLEAR TEMPERED. COATING-

SCHEDULE SHEET A9-01. BASIS OF DESIGN, MANUF. 1" INSULATED

TEMPERED GLASS: GL-3 AND GL-3 (ALTERNATE). REFER TO FINISH

CURTAIN WALL.

FRAMING SYSTEM: BASIS OF DESIGN, SSG TYPE FRAMING SYSTEMS.

29

13

16 16 16

16

17 18

18

18

18

8

A4-01

1413

MA

TC

H

LIN

E

SE

E

SH

EE

T

MD-1B,

ED-1B,

PD-1B

MA

TC

H

LIN

E

SE

E

SH

EE

T

M-1B,

E-1B,

P-1B

6

4J

A3-04

4F

A3-04

(PROVIDE MOCK UP):

CANOPY. REFER TO SHEET A3-02) AND GRAL. DESCRIPTION BELOW

ADA REQUIREMENTS.

LOCKERS. REFER TO SHEET F1-01. PROVIDE 5% LOCKERS TO MEET

27

20'-0"

21

22

STRUCTURAL DRAWINGS.

G.C. TO PROVIDE WITH STEEL PIPES AS SCHEDULED ON

JAMB 4X4, STAINLESS STEEL, STRAIGHT LATTICE.

OPERATION PUSH UP, BETWEEN JAMBS MOUNTED ON STEEL TUBE

COMPLY WITH: MANUF. OVERHEADDOORS. MODEL 670,

UPWARD COILING GRILLES. OVERHEADDOORS BASIS OF DESIGN TO SUPERVISOR DESK. REFER TO SHEET F1-01.

FLOOR

STAINLESS STEEL GUARDRAIL AT 27" MAX ABOVE THE FINISH

PROVIDE 4" PVC PIPE

PROVIDE 4'X4' FIRE TREATED PLYWOOD SHEET

23

24

25

COMPLY WITH ADA REQ. REFER TO DETAIL 5D,5F/A4-04

WALL MOUNT HANDRAIL. STAINLESS STEEL 1 1/2" DIAM. TO 26

30

31

INSTALLATION.

OF THE WALL IN PREPARATION TO FUTURE DONOR WALL/ ART

PROVIDE PLYWOOD BLOCKING THE WHOLE LENGTH AND HEIGHT

PROVIDE MOCK UP FOR BENCHES.

TREES (BY OWNER). REFER TO SHEETS A4-02)

MILLWORK BENCHES AND FEATURE WALL MADE OUT OF SALVAGED

C3-2

C4-2

1515

15

15

A1-2

15

15

1515

15

15

15

15

15

15

15

15

15

15

28

28

THAN 4"

LARSEN OR SIMILAR (3 LOCATIONS) DO NOT PROTRUDE MORE

FIRE EXTINGUISHER AND FEC (6"DEEP SEMI RECESSED). MANUF.

MATRIX ON SHEET G0-01, TO BE PROVIDED BY OTHERS.

ACCESIBLE SIGNAGE TO COMPLY WITH ICC/ANSI A117.1 REFER TO

33

33

33

33

33

34

WITH DASHED LINE.

PROVIDE HIGH IMPACT GYP. BOARD ON PARTITIONS INDICATED

ONLY.REFER TO SHEET A4-04 APPLIANCES SCHEDULE

APPLIANCES (ALLOWANCE). PROVIDE SPECS FOR INFORMATION

NOT USED

NOT USED

NOT USED A3-03

FOR APPROVED MANUFACTURERS. REFER TO SECTION ON SHEET

EXTERIOR CONCRETE WALL. REFER TO SPECIFICATION DOCUMENTS

ATTACH WITH WITH METAL SLEEVES EVERY 5' TO EXISTING

APROX. 50 FEET TO DISCHARGE ON LOWER RANDOLPH STREET.

EXTERIOR STAINLESS STEEL 24" DIAM. TRASH CHUTE. DROPS

EXITING WALL ASSEMBLY AROUND NEW DUCTWORK.

EXISTING DEMISING WALL TO BE REPAIRED AND FILL IN TO MATCH

PLUMBING DRAWINGS FOR FURTHER SPECIFICATIONS.

PLUBMING FIXTURES AND ACCESORIES. REFER TO SHEET A5-01 AND

19

19

19

TO REMAIN

EXISTING HANDRAIL

9'-•

"7'-

7•

"

014B

PEFORATION PATTERN).

MTL-1, 2 & 3 (ALTERNATE) METAL PANELS (CUSTOM MADE

MTL-2, 30% MTL 3. REFER TO FINISH SCHEDULE ON SHEET A9-01.

PEFORATED PAINTED METAL PANELS TO BE: 30% MTL-1, 30%

LOCATION.

AT 4 LOCATIONS. PROVIDE ADDITIONAL W BEAM TO SUPPORT 1

FOUNDATIONS ON TOP OF EXISTING TWO WAY FLAT PLATE SLAB

FRAMING TO BE SUPPORTED TO NEW REINFORCED PIER CONCRETE

CANOPY STRUCTURE MADE OUT OF PAINTED GALVANIZED TUBE

TO MAIN CANOPY STRUCTURE (STEEL PIPE).

STEEL GALVANIZED PLATE CONNECTORS (TABS) TO BE WELDED

FORMED MTL PANELS ATTACHED WITH MECHANICAL FASTENERS TO

3 1/2"CONCRETE SLAB TOPPING LAYER.

FLUSH WITH EXITING FACILITY TOP OF SLAB.

VERIFY THICKNESS OF TOPPINGS SO TOP OF NEW TOPPING IS

FLOOR PLAN ON SHEET A3-03. GENERAL CONTRACTOR TO

CONCRETE SLAB TOPPING OVERLAYMENT. REFER TO ENLARGED

AWAY FROM BUILDING FOR POSITIVE DRAINAGE.

CONCRETE (REFER TO STRUCTURAL DRAWINGS). PROVIDE SLOPE

MEMBRANE MM 6125-AMERICAN HYDROTECH AND STRUCTURAL

PROVIDE CONCRETE TOPPING ON MONOLITHIC WATER PROOF

32 323232

29a

29a

29a

TOPPING LAYER.

9 1/2" ASSEMBLY COMPOSED BY STRUCTURAL CONCRETE AND

35

35

SS-2 (HORIZONTAL SURFACE) AND PLAM-2 (VERTICAL SURFACES)

PROVIDE MILLWORK LOWER CABINET FOR SKATE SHARPENERS.

(1) DONOR WALL (440 SF)

(1) ENVIRONMETAL GRAPHIC AT RECEPTION DESK.

(2) RECEPTION DESK SIGNS

(1) EXTERIOR ENTRY BUILDING SIGNS

BRAILLE SYMBOL PER ADA REQ.)

(21) ACCESIBLE IDENTIFICATION ROOM NUMBERS (WITH

-SIGNAGE PACKAGE TO INCLUDE:

-MATERIAL TO BE PROCURE AS "WORK AS REQUIRED BY OWNER".

SUBCONTRACTOR.

-GENERAL CONTRACTOR TO PROCURE INSTALLATION BY CERTIFIED

OTHERS.

-SIGNAGE PACKAGE DESIGN, LOCATION AND SPECIFICATIONS BY

GENERAL NOTE (SIGNAGE PACKAGE).

1

2

3

4

R Q P N MN LM L K J

AIR VENT (SUPPLY)


DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

E

I

9

3

HC

AG

RO

DEZIN1

AL

4

R

IUNSID

IUST

K

R

APH

GA

O OR

R

C

EB

TS

TC

DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering




M

6

7

5

4

3

2

1

8

LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW





CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.

001A

MDF

008

OFF SEASONSTORAGE

009

FAMILYRM

023

3'-4"10'-0"

A1-2

EQUIPMENTRENTAL

010

FEC

FEC

1'-

0"

15'-

11•

"5'-

0"

20'-

0"

6'-0"

6 EQ. DOOR LEAVES=12'-6"

11'-9"

D-MARK

4" P

VC C

ON

DUIT B

Y G.C.

AT&T POINT OF

CONNECTION

4'X4' FIRE TREATED

PLYWOOD BY G.C. TO

COMPLY WITH AT&T REQ.

1'-

0"

7'-

0"

CHILD BATHROOM

022

34'-

8•

"

6'-

3•

"

3'-

0"

7'-

10•

"

VIF

30'-

0"

VIF

30'-

0"

VIF

24'-

5•

"

VIF




DALEY BICENTENNIAL

2'-

3"

7'-

8"

2'-

3"

7'-

8"

11'-

3•

"

11'-

3•

"

ROOF PLANSCALE: 1/8"=1'-0"1A

SCALE: 1/8"=1'-0"3A

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

BUILDING ELEVATION5A2 50% CD-OWNER'S REVIEW 11.15.2013

A1-02

3 95% CD 12.06.2013


4 PERMIT 12.20.2013

0

GRAPHIC SCALE

4


8 168


ROOF ELEVATION (EXISTING PARAPET)

BUILDING ELEVATIONSROOF PLAN AND

1

2

3

4

6

8

9

11

12

13

14

15

16

18

19

KEY NOTES:

5

27

28

9a

9b

9c




10b



10c




21

22

3210 RAMP.

10a

29a

29b

1K/ A4-04



3K/A4-04


STRUCTURAL DRAWINGS








7b


7a

4E, 4G/A3-01




















20

SOAKED.







CURTAIN WALL.


29

(PROVIDE MOCK UP):


ADA REQUIREMENTS.








FLOOR


PROVIDE 4" PVC PIPE


23

24

25



30

31

INSTALLATION.






THAN 4"





33

34

WITH DASHED LINE.




NOT USED

NOT USED

NOT USED A3-03














LOCATION.

















TOPPING LAYER.


35











SUBCONTRACTOR.


OTHERS.




DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

E

I

9

3

HC

AG

RO

DEZIN1

AL

4

R

IUNSID

IUST

K

R

APH

GA

O OR

R

C

EB

TS

TC

DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering




M

6

7

5

4

3

2

1

8

LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW





CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.

4

3J

A3-02

R Q P N MN LM L K J

5A

A1-03

2A

A1-03

5A

3A

8

8

8

8

8

8

8

8

8

8

20

Q P N MN LM L K J

8

8

TYP.

4

7

7c

11'-

3•

"

VIF

6'-

4"

VIF

1J

A3-02

9

8

QPNLMMNLK

8

EXISTING SLAB

LINE INDICATES

SIDEWALK LEVEL

LINE INDICATES NEW

EXISTING PARAPET

=+55'-5 1/2" ABOVE CCD

8 8

8 8

GL-3, TYP. AT STOREFRONT

7c7c7c7c7c7c7c

EXISTING PARAPET

=+55'-5 1/2" ABOVE CCD

8 8

OF EXISTING PARAPET

LINE INDICATES TOP

OVERHANG, TYP.

UNDERSIDE OF EXISTING

EXISTING PARAPET,

BOTH SIDES AND TOP OF

OVERHANG, TYP.

UNDERSIDE OF EXISTING

EXISTING PARAPET,

BOTH SIDES AND TOP OF 8

SLAB BY OTHERS

FINISH EXISTING ROOF

LINE INDICATES FUTURE

OTHERS

LANDSCAPE BY

LINE INDICATES FUTURE

IS NOT NEEDED.

PATCHING AT WING WALLS

WALL/ PARAPET. CONCRETE

AT BOTH SIDES OF WING

OVERHANG.

PARAPET, AND UDERSIDE OF

VARIOUS POINTS OF FACE OF

PATCHING IS REQUIERED AT

MISC. EXISTING CONCRETE

OF EXISTING OVERHANG, TYP.

EXISTING PARAPET, UNDERSIDE

BOTH SIDES AND TOP OF

IS NOT NEEDED.

PATCHING AT WING WALLS

WALL/ PARAPET. CONCRETE

AT BOTH SIDES OF WING

20

RAIL

HIG

H

SS.

RAIL

HIG

H

SS.

20



DALEY BICENTENNIAL

LANDSCAPE AND SIDE WALK NIC

EXISTING STAIR CUBE NIC

16'-

6"

9'-

10•

"

25'-4•" 190'-11"



AFF 27" RAIL

NIC

NIC

A2-01

BUILDING SECTIONS


2 95% CD 12.13.2013

0

GRAPHIC SCALE

4


8 168

3 PERMIT 12.20.2013


2 3 41

0.50%2.00% 2.00% 2.00%

BC 37.15

TS 49.05

(38.00)

BC 37.42 BS 39.00

TC 37.98

BC 37.73

TC 38.25BC 38.00

5 6 7

(50.50)

club house

VESTIBULE

002

CONCESSIONCOUNTER

012

CORRIDOR

015

RENTALCOUNTER

011

R Q P N MN LM L K J

rental

WOMEN'SRESTROOM

006

CLUB RM 4

026

CORRIDOR

020

CORRIDORVESTIBULE

014

CORRIDOR

015

CONCESSIONCOUNTER

012

EX. EASTCORRIDOR

030

SCALE: 1/8'=1'-0"5A

TRANSVERSAL BUILDING SECTIONSCALE: 1/8'=1'-0"2A

LONGITUDINAL BUILDING SECTION

51

GL-4

GL-1

8 EQ=25'-1•"

6E

A3-02

EXISTING COLUMN CAPITAL

EXISTING T/ WALL (PARAPET)

11'-

3•

" E

XIS

TIN

G

VIF

6'-

4" E

XIS

TIN

G

VIF

CONCRETE SLAB

T/ OF EXISTING FIELD HOUSE

1'-

1"

VIF

2'-

3"

7'-

8"

GL-1

GL-1

720 SQ. IN.

584 SQ. IN.

460 SQ. IN.

446 SQ. IN.

403 SQ. IN.

203 SQ.IN.

561 SQ. IN.

460 SQ. IN.

584 SQ. IN.

720 SQ. IN.

403 SQ. IN.

446 SQ. IN.

203 SQ.IN.

561 SQ. IN.

3377 SQ. IN. (23.4 SQ. FT.)

23 SQ. FT. IS < THAN 25% OF 195 SF

RANDOLPH STREET LEVEL

EXISTING EL. =54.75" VIF


EXISTING EL. =38'-0" VIF


EXISTING EL. =38'-0" VIF

PEDESTRIAL WALKWAY

EXISTING EL. =VARIES

ROOF IS NOT IN CONTRACT

WORK ASSOCIATED WITH

ALL EXISTING AND FUTURE

ROOF IS NOT IN CONTRACT

WORK ASSOCIATED WITH

ALL EXISTING AND FUTURE


DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

E

I

9

3

HC

AG

RO

DEZIN1

AL

4

R

IUNSID

IUST

K

R

APH

GA

O OR

R

C

EB

TS

TC

DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering




M

6

7

5

4

3

2

1

8

LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW





CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.

EQUIPMENTRENTAL

010

2A

RAIL

HIG

H

S.S.



DALEY BICENTENNIAL

2 EQ

=5'-11"

120°

210°190°

190°

125°

150°160°

45°

28'-8" VIF 28'-8" VIF 28'-8" 28'-8" VIF 14'-4" VIF 28'-8" VIF 28'-8" VIF 6'-6•" VIF

2 EQ.=8'-•

"2 EQ. =8'-•

"

4 EQ.=14'-1•" 9 EQ. =35'-2•"

3 EQ. =12'-•"

4 EQ.=13'-10"

4 EQ. =13'-

10"

3 EQ.=11'-7•"2 EQ.=6'-9"

2 EQ.=6'-9"

NIC

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


STOREFRONT FLOOR PLAN

2 95% CD 12.13.2013

DETAILSDONOR WALL FLOOR PLAN AND STOREFRONT

A3-010

GRAPHIC SCALE

4


8 168

0

GRAPHIC SCALE (IN FEET) 3 INCHES = 1 FEET

3" 6" 9" 1'

3 PERMIT 12.20.2013

12/20/2013

0 2' 4'1'6"

GRAPHIC SCALE (IN FEET) 3/4 INCH = 1 FEET


7

9

8

8

7

7c

7b

7b

7b

7b

7b

7b7b

77

7b

7b

•" T

YP.

EXTERIOR SOFFIT

INDICATES LINE OF CONCRETE SLAB

LINE INDICATES EXISTING

4G

4E8 8

7F

A3-04

4A

4A

4A

4A

SIM

4A

AIR VENT (SUPPLY)

002

ENTRY

001 SUPERVISOR

017

CLUB RM 1

021

CLUB RM 4

026

LOCKERSSOUTH

004

005 CLUB COUNTER

016

MULTI-USEROOM

018

EX. ZAMBONI RM

027

031

JANITOR

003

R Q P N MN LM L K J

4G

SCALE: 3"= 1'-0"

190°

4E

SCALE: 3"= 1'-0"

CURTAIN WALLANGLE GLASS AT SSG MULLION WITH

CURTAIN WALLMULLION AT SSG CUSTOM

ANGLE VARIES, REFER TO SHEET A3-01

4A TOPPINGMULLION AND SSG CUSTOM

3/4"=1'-0"

VARIES


DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

E

I

9

3

HC

AG

RO

DEZIN1

AL

4

R

IUNSID

IUST

K

R

APH

GA

O OR

R

C

EB

TS

TC

DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering




M

6

7

5

4

3

2

1

8

LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW





CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.

1

2

3

4

6

8

9

11

12

13

14

15

16

18

19

KEY NOTES:

5

27

28

9a

9b

9c




10b



10c




21

22

3210 RAMP.

10a

29a

29b

1K/ A4-04



3K/A4-04


STRUCTURAL DRAWINGS








7b


7a

4E, 4G/A3-01




















20

SOAKED.







CURTAIN WALL.


29

(PROVIDE MOCK UP):


ADA REQUIREMENTS.








FLOOR


PROVIDE 4" PVC PIPE


23

24

25



30

31

INSTALLATION.






THAN 4"





33

34

WITH DASHED LINE.




NOT USED

NOT USED

NOT USED A3-03














LOCATION.

















TOPPING LAYER.


35











SUBCONTRACTOR.


OTHERS.



210°

190°

210°

11'-10" 13'-10" 13'-10" 5'-9•" 12'-0" 14'-5•" 7'-1•" 7'-2" 14'-3•"

6•

"

•" T

YP.

•" T

YP.

4 EQ. =14'-2•"

7'-6"

84°

2 EQ.=6'-10"

2 EQ.=6'-10"

6'-

3•

"

7'-

8"

7'-10"

2'-

7"

6"


GL-3GL-3

MULLION

STANDARD SSG

CONNECTION

SHEET METAL

MULLLIONS AND

TWO REGULAR

COMPOSED BY

MULLION

STOREFRONT

CUSTOM MADE

FLOORING

EXISTING TERAZZO

COLD JOINT

AND WEATHER STRIP CAULK

RAIL MULLION, PROVIDE SHIM

NEW STOREFRONT BOTTOM

WITH FOAMBOARD

ABBANDONED DUCTWORK, FILL IN

OTHERS

PAVEMENT OR RUBBER TILE BY

EXPOSED AGGREGATED CONCRETE

TO FINISH PLANS FOR LOCATION.

RUBBER TILE BY OTHERS. REFER

AGGREGATE PAVEMENT OR

NEW EXPOSED CONCRETE

EXISTING REINFORCED CONCRETE

NOTE 32.

STRUCTURAL CONCRETE. SEE

WATER PROOF MEMBRANE AND

CONCRETE TOPPING ON NEW

SLOPE 2%

EXTERIORINTERIOR



DALEY BICENTENNIAL


A3-02

CANOPY DETAILS


3 95% CD 12.13.2013

GRAPHIC SCALE

2'


4' 8'4' 0

0


3" 6" 9" 1'

4 PERMIT 12.20.2013

0 2' 4'1'6"

GRAPHIC SCALE (IN FEET) 3/4 INCH = 1 FOOT


6E SCALE: 1/4"=1'-0"(CANOPY AND FACADE)BUILDING SECTION DETAIL

6A SCALE: 1/4"=1'-0"(CANOPY HIGHEST POINT)BUILDING SECTION DETAIL

C D

4

ENLARGED ROOF PLAN3J SCALE: 1/4"=1'-0"

DC 6A 6E

3A SCALE: N/A

EXISTING PARAPET

FIELD HOUSE LEVEL

1G

D

1G

B

1G

B

1GC

CANOPY ENLARGED ELEVATION6J SCALE: 1/4"=1'-0"

4

EXISTING PARAPET

=+55'-5 1/2" ABOVE CCD


=+54' ABOVE CCD

FIELD HOUSE LEVEL

=+37.85 ABOVE CCD

EXISTING ROOF DRAIN

=+51'-6" ABOVE CCD

4

1C

CANOPY PANELS

SOUTH ELEVATION

SOUTH EAST ELEVATION SOUTH WEST ELEVATION

ROOF PLAN

INDICATES PANEL NUMBER1

A

PER SHEET PANEL

INDICATES SIDE OF TRIANGLE

PATTERN

ARROW INDICATES DIRECTION OF PANEL

PIPE POINTS LOCATION AND DETAILS

REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL

8'-

8"

VIF

9'-

2"

VIF

1H

A3-04

4A

A3-01

1A

A3-02

6'-

8"

2'-

3"

6'-

8"

2'-

3"

2'-

3"

7'-

8"

MTL-1

MTL-3

MTL-2

MTL-1

MTL-3

MTL-3

MTL-2

MTL-3

MTL-1

SIM

1G

BSIM

1G

C

BSIM

1G

1G

C

SPECIFICATIONS

REFER TO FINISH SCHEDULE FOR MTL PANELS

NOTES AND LEGEND

PATTERN

ARROW INDICATES DIRECTION OF PANEL

PIPE POINTS LOCATION AND DETAILS

REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL

SPECIFICATIONS

REFER TO FINISH SCHEDULE FOR MTL PANELS

NOTES AND LEGEND

PIER FOUNDATION SECTION DETAILSCALE: 3/4"= 1'-0"

CANOPY TUBE FRAMING CON. &

1D

3'-

8"

1'-6"

ROOF POSTSECTION DETAILSCALE: 3/4"= 1'-0"1A FRAMING AND PANELS CONNECTIONS

TYPICAL CANOPY PIPE STRUCUTRE

1G

A (CONDITION AT SAME PLANE)

SCALE: 3"= 1'-0"

C (SINGLE PANEL TERMINATION)

4" T

YP.

3"

7" T

YP.

4" T

YP.

3"

7" T

YP.

B (CONDITION AT CHANGE OF ANGLE)

4" 3"

D TWO SHEETS ATTACHED TOGETHER

90°

90°

4"

3"


DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

E

I

9

3

HC

AG

RO

DEZIN1

AL

4

R

IUNSID

IUST

K

R

APH

GA

O OR

R

C

EB

TS

TC

DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering




M

6

7

5

4

3

2

1

8

LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW





CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.

EXISTING SLAB TO REMAIN

ON SHEET A1-01

STOREFRONT. REFER NOTE 7

NEW CLEAR GALVANIZED

BY OTHERS

FUTURE GRADE ON GEOFOAM

MTL PIPE

TABS (WELD ON

ATTACHED TO

METAL SHEET

MTL PIPE

TABS (WELD ON

ATTACHED TO

METAL SHEET

PIER FOUNDATIONS

1'-6" DIAM. NEW CONCRETE

CANOPY

AREA OF

MOCK UP

CANOPY

AREA OF

MOCK UP

LOCATION AND DETAILS.

STRUCTURAL DRAWINGS FOR

FOR CANOPY. REFER TO

PAINTED STEEL PIPE FRAMING

OTHERS.

GEOFOAM WITH MEMBRANE BY

CONCRETE SLAB AND

AGGREGATE ON NEW

REMAIN. FUTURE EXPOSED

EXISTING ROOF SLAB TO

ON SHEET A9-01 AND A1-02.

REMAIN. FINISH AS SCHEDULE

EXISTING PARAPET TO 27" HIGH RAIL

RAIL

HIG

H

S.S.

RAIL

HIG

H

S.S.

RAIL

HIG

H

S.S.

TO MARKED AREA.

-MOCK UP (FULL SIZE) OF ALL COMPONENTS. REFER

-LIGHT FIXTURES (REFER TO SHEET A7-01).

-SHEET PANELS)

-TABS (WELDED ON MTL PIPE.

-PAINTED PIPES STRUCTURE

-FOUR PIER FOUNDATIONS

NOTES ON SHEET A1-01 FOR SPECIFICATIONS

CANOPY TO BE PRICED TO INCLUDE. REFER TO

FLOOR SUPPORTS LOCATIONS

TOGETHER AND TO PLATES AT

HSS 6.00X.375 WELDED

PAINTED GALVANIZED PIPES

SLAB (TWO WAY FLAT SLAB)

EXISTING PARKING GARAGE ROOF

CONCRETE PIER FOUNDATION TO

NEW 1'-6" DIAM REINFORCED

EXISTING PARKING GARAGE ROOF

AROUND PIERS

1/2" COLD JOINT/ FILLER

SLABE AND GEOFOAM TO REMAIN

FUTURE FINISH ON CONCRETE

DETAILS

DRAWINGS FOR LOCATION AND

CANOPY, REFER TO STRUCTURAL

PAINTED STEEL PIPE FRAMING FOR

STRUCTURAL DRAWINGS

NEW CONCRETE PIER REFER TO

EXISTING PARAPET

OTHERS.

GEOFOAM WITH MEMBRANE BY

NEW CONCRETE SLAB AND

FUTURE EXPOSED AGGREGATE ON

EXISTING ROOF SLAB TO REMAIN.

FASTENERS TO TABS

MECHANICAL

ATTACHED WITH

A1-01

NOTED ON SHEET

SHEET PANELS AS

FASTENERS TO TABS

MECHANICAL

ATTACHED WITH

A1-01

NOTED ON SHEET

SHEET PANEL AS

FASTENERS TO TABS

MECHANICAL

ATTACHED WITH

A1-01

NOTED ON SHEET

SHEET PANEL AS

CL

CL

CL CL

PANELS

METAL PERFORATED

PAINTED GALVANIZED

CL

CL

CL

CL

CL

CLCL

CL

SUPPORTS LOCATIONS

TO PLATES AT FLOOR

HSS 6.00X.375 WELDED

PAINTED GALVANIZED PIPE

AS SCHEDULED

WITH MECHANICAL FASTENERS

LIGHT FIXTURES ATTACHED

TAB

THIC

KNES

S

PAIN

TED

STEE

L

90°

90°

90°9

0°

WITH MECHANICAL FASTENERS

TO BE ATTACHED TOGETHER

SHEET A9-01

AS NOTED FINISH SCHEDULE ON

FORMED PAINTED SHEET PANELS

DRAWINGS

REFER TO STRUCTURAL

ALONG STEEL TUBE.

TABS EVERY 4 FEET

PAINTED STEEL PLATE

SCHEDULE.

DRAWINGS AND FINISH

REFER TO STRUCTURAL

PAINTED STEEL TUBE.

EDGES

FOLDED INSIDE AT ALL

ON SHEET A1-01

SHEET PANEL AS NOTED

AND FINISH SCHEDULE

TO STRUCTURAL DRAWINGS

ALONG STEEL TUBE. REFER

TABS EVERY 4 FEET

PAINTED STEEL PLATE

SCHEDULE.

DRAWINGS AND FINISH

REFER TO STRUCTURAL

PAINTED STEEL TUBE.

SCHEDULE.

DRAWINGS AND FINISH

REFER TO STRUCTURAL

PAINTED STEEL TUBE.

SCHEDULE

DRAWINGS AND FINISH

REFER TO STRUCTURAL

ALONG STEEL TUBE.

TABS EVERY 4 FEET

PAINTED STEEL PLATE

AS SCHEDULED

MECHANICAL FASTENERS

ATTACHED WITH

LIGHT FIXTURES



DALEY BICENTENNIAL

A3-03

OVERLAY AND CONCRETE RAMP DETAILS

1 95% CD 12.13.2013

0

GRAPHIC SCALE (IN FEET) 1 INCH = 2 FEET

2' 4'1'6"

2 PERMIT 12.20.2013



DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

E

I

9

3

HC

AG

RO

DEZIN1

AL

4

R

IUNSID

IUST

K

R

APH

GA

O OR

R

C

EB

TS

TC

DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering




M

6

7

5

4

3

2

1

8

LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW





CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.

PLAN- SAWCUT TO 2"LOCATED AS SHOWN ON 1/4" WIDE TOOLED JOINT

BE CLASS 1, 4,000 PSI, ENTRAINED CONCRETE TO 5" THICK (MIN.) AIR

EXISTING FIELD HOUSE SLAB

EXISTING B.O.H. SLAB

RECOMMENDATION.EXISTING CONCRETE SURFACE, PER MANUFACTURERS NEEDED. PROVIDE ADHESIVE TO ATTACH FOAM TO MIN. COMPRESSIVE STRENGTH @ 10% DEFORMATION) AS EXPANDED POLYSTYRENE FOAM (ASTM C578, 25 PSI

CONCRETE FLOOREXISTING SLAB ON GRADE

4"

2'-

10"


3 CONT #4 REBAR

SCALE: 1/2"=1'-0" 6K RAMP SECTION MIN EMBEDMENT). TYP. #4@12" O.C. DOWELS (4" DRILL AND EPOXY GROUT

6" 6"


DOCK COOB, RAMP ONLY FLOOR FINISH TYPE EP2 ON

MATCH WALL FINISH TO

SCALE: 1/2"=1'-0"

RAMP SECTION SCALE: 1/2"=1'-0" 6A RAMP SECTION


6K


MIN EMBEDMENT). TYP. #4@12" O.C. DOWELS (4" DRILL AND EPOXY GROUT

SCALE: 1/2"=1'-0"

RAMP SECTION SCALE: 1/2"=1'-0" 4A RAMP SECTION

6K


PLAN- SAWCUT TO 2"LOCATED AS SHOWN ON 1/4" WIDE TOOLED JOINT

3'-

2"

3'-

2"

3'-

2"

CONCRETE POUR.SURCACE PRIOR TO NEW INTENTIONALLY ROUGHEN SLAB ON GRADE. EXISTING 6" THK. (V.I.F.) CUT 2" KEY WAY IN

SL

OP

E 1:1

2

SCALE: 1/2"=1'-0" 1K


B.O.H.

X000

LOCKERS SOUTH

004

SL

OP

E 1:1

2

LANDING


EXISTING FIELD HOUSE SLAB

EL.=+34'-8 1/2"

EL.=+34'-8 1/2" VIF

EL. = +37'-8 1/2" TOP OF RAMP

EL.=+34'-8 1/2" VIF

EL.=+34'-8 1/2" VIF

VESTIBULE

002

MEN'S

005

LOCKERSSOUTH

004

ENTRY

001

SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 1A ENLARGED FLOOR PLAN AT LOCKER'S SOUTH ROOM

WIDTH=3'-1" VIFEXISTING CORRIDOR

R Q P N

4

R

2

3

ENLARGED FLOOR PLAN AT RAMP

6A 4A

3232

29a

3'-

2"

2'-

3"

11"

HANDRAIL AND POSTSSTAINLESS STEEL 1 1/2" DIAM BRUSHED

HANDRAIL AND POSTSSTAINLESS STEEL 1 1/2" DIAM BRUSHED

CONCRETE POUR. SURFACE PRIOR TO NEW INTENTIONALLY ROUGHENEXISTING SLAB ON GRADE.

POUR.ACE PRIOR TO NEW CONCRETE INTENTIONALLY ROUGHEN SURFEXISTING SLAB ON GRADE.

SLOPE 1:12

SLOPE 1:12

SLOPE 1:12

SLOPE 1:12

32

29b

3'-

0"

VIF

11"

2'-

3"

1'-0" 4'-6‚" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 1'-0"

1'-

0"

15'-

11†

"5'-

0"

20'-

0"

1'-

0"

EL. = +38'-8 1/2" TOP OF RAMP VIF

COMPLIANT WARNING STRIPE, ADA PROVIDE DETECTABLE

1'-0"4'-4ƒ"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"1'-0"

DRAWINGS AND NOTE 29bREFER TO STRUCTURAL NEW CONCRETE TOPPING.

DRAWINGS AND NOTE 29bREFER TO STRUCTURAL NEW CONCRETE TOPPING.

NOTES:

AND STRUCTURAL DRAWINGS.

-REFER TO SHEET A1-01 FOR KEY NOTES

OF DISCREPANCIES

AREA OF INFILL AND NOTIFY ARCHITECT

-GENERAL CONTRACTOR TO VERIFY



DALEY BICENTENNIAL

5'-

0"

5'-

0"

5'-

0"

5'-

0"

1'-

0"

DUMPSTER

EXISTING FACADE

MECHANICAL FASTERNERS TO

METAL STRAPS ATTACHED WITH

INTAKE DOOR (SIDE HINGE)

CHUTE VENT

SHEET A1-01

REFER TO NOTE 30 ON

24" DIAM TRASH CHUTE.

ROLLING DISCHARGE

AND DUMPSTER

CHUTE DISCHARGE

24" DIAM TRASH

OF CONNECTION

PROVIDER POINT

TELEPHONE

CONDUIT BY G.C.

PROVIE 4" PVC

CONTRACTOR TO

GENERAL

DRAWINGS.

REFER TO ELECTICAL

D-MARK LOCATION.

FIELD HOUSE LEVEL

TRASH SHUTE AT B.O.H

MISC. DETAILS

A3-04

1 95% CD 12.13.2013

0

GRAPHIC SCALE

8"8" 4" 1'

GRAPHIC SCALE

2'


4' 8'4'

(IN FEET) 1 1/2" INCH = 1 FEET

0

GRAPHIC SCALE

4


8 168

0

0


3" 6" 9" 1'

2 PERMIT 12.20.2013



DRAWING NO.

SPEC. NO.:

541 NORTH FAIRBANKS

DISTRICT

Chicago, Illinois

60611

CHICAGO

PARK

E

I

9

3

HC

AG

RO

DEZIN1

AL

4

R

IUNSID

IUST

K

R

APH

GA

O OR

R

C

EB

TS

TC

DATE:

JOB NO.: 13105.00

MEP ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

Primera Engineering




M

6

7

5

4

3

2

1

8

LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

PROJECT TEAM

ARCHITECTURAL TEAM

DATE# ISSUANCE

STAMP

SCALE: AS NOTED

SHEET INFORMATION

CHECKED:

DRAWN: VDTA-VW





CITY STAMP

P-12017-03 & P-11004-070.

01.08.2014

P-12017-03 & P-11004-070.CPD PROJECT. No.

M

6

7

5

4

3

2

1

8

LKJHGFEDCBA

6

7

5

4

3

2

1

8

MLKJHGFEDCBA

9'-

4•

" S

EE

NO

TE 1

MANUFACTURERFASCIA BY

END DRIVE

FOR SPECIFICATIONS TO FLOOR PLAN NOTES CURTAIN WALL. REFER NEW MOTORIZED

MOUNTED ANGLE GUIDEBETWEEN JAMBS

WALL MOUNT OPERATOR

CONCRETE PARTITIONEXISTING COMPOSED

MA

TC

H

EXIS

TIN

G=11'-

3•

"

VIF

CONCRETE ROOF SLABEXISTING REINFORCED

EXISTING HOLLOW CMU

7J " = 1'-0" 41SCALE: SECTION DETAIL 7K " = 1'-0" 41SCALE: INTERIOR ELEVATION7F " = 1'-0" 41SCALE: ENLARGED FLOOR PLAN

EX. ZAMBONI RM

027

MANUFACTURERFASCIA BY

END DRIVE

P A RKDIST O O R TUSINU R I H BE C DALEY BICENTENNIAL ... · field house cchicago park district...

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Transcript of P A RKDIST O O R TUSINU R I H BE C DALEY BICENTENNIAL ... · field house cchicago park district...