Attch02 - BD_Drawings 537-18-142 19Feb21.pdf

CAMPUS MAP

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GARAGE

OFFICE

11A

11B

1-B 1-A

PARKING

PATIO

TAYLOR STREET

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UT

H

DA

ME

N

AV

EN

UE

POLK STREET

OGDEN AVENUE

VICINITY MAP

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Roosevelt Rd.

W. Harrison St.

S.

M ich iga n A ve

S.

S tat e S

t. S.

C olu mb us D r.

S.

C an al

St

S.

R ac ine

A ve

S.

A sh lan d A ve

W. Jackson Blvd.

W. Adams St.

W. Monroe St.

W. Madison St.

S.

Og den Av e.

S.

La ke S ho re

D r.

CHICAGO

LOCATION MAP

NOT TO SCALE

Chicago

Peoria

Springfield

Decatur

Champaign

Bloomington

Naperville

Rockford

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

211 E. Water Street, Suite 213L Kalamazoo, MI 49007

269.216.0222

VA STATION

EXCELLENCEHEALTH

CARE

DEPARTMENT OF VETERANS AFFAIRS - JESSE BROWN VA MEDICAL CENTER

CHICAGO, ILLINOIS

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G-001

COVER SHEET S10C AHU

REPLACEMENT

Chicago, Illinois

537-18-142

02/19/2021 TM MZ

100% BID DOCUMENTS200138 J0019

S10C AHU REPLACEMENT

537-18-142

02/19/2021

100% BID DOCUMENTS

SHEET

NO. SHEET NAME

GENERAL

G-001 COVER SHEET

G-101 PHASING PLANS

STRUCTURAL

S-001 GENERAL NOTES AND LEGENDS

S-101 FRAMING PLANS - PENTHOUSE

ARCHITECTURAL

A-001 ARCHITECTURAL LEGENDS, SYMBOLS, AND ABBREVIATIONS

AD101 RCP DEMOLITION PLAN - FIRST & SECOND LEVEL

AD102 RCP DEMOLITION PLAN - THIRD & FIFTH LEVEL

A-101 FLOOR PLAN - FIRST & SECOND LEVEL

A-102 FLOOR PLAN - THIRD & FIFTH LEVEL

A-103 ROOM FINISH & MATERIALS SCHEDULES

A-111 REFLECTED CEILING PLAN - FIRST & SECOND LEVEL

A-112 REFLECTED CEILING PLAN - THIRD & FIFTH LEVEL

A-120 ROOF PLAN - SECOND LEVEL NORTH PENTHOUSE

MECHANICAL

M-001 MECHANICAL LEGENDS

MD101 MECHANICAL DEMOLITION PLANS

MD102 MECHANICAL DEMOLITION PLANS

M-101 MECHANICAL PLANS

M-102 MECHANICAL PLANS

M-103 MECHANICAL ROOF PLANS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

ELECTRICAL

E-001 GENERAL NOTES AND LEGENDS

ED101 DEMOLITION PLAN - FIRST AND SECOND LEVELS

ED102 DEMOLITION PLAN - THIRD AND FIFTH LEVELS

E-101 ELECTRICAL PLANS - FIRST, SECOND AND ROOF LEVELS

E-102 ELECTRICAL PLANS - THIRD AND FIFTH LEVELS

TOTAL SHEETS: 27

Revisions: Date:

8 7 6 5 4

A

4.2

MINOR OR

SURGERY RM

RECOVERY RM

1108SUPPLY RM

UROLOGY

OFFICE

CLINICS

CORRIDOR

C1105

NURSE INTAKE

1107NURSE INTAKE

TOILET

TELECOM

11T1

PHASE 1

SEAL EXISTING DOOR TO PROVDE

TEMPORARY INFECTION CONTROL

MEASURES. COMPLY WITH SPECIFICATIONS

REGARDING INFECTION CONTROL

NORTH

PENTHOUSE

BUILDING 30

PHASE 2

SEAL EXISTING DOOR TO PROVIDE

TEMPORARY INFECTION CONTROL

MEASURES. COMPLY WTIH

SPECIFICATIONS REGARDING

INFECTION CONTROL

E

8 7 6 5 4

D

C

B

A

E.1

4.2

OFFICE

CUBICLE

SPD

SUPERVISOR

ADMIN OFFICE

3403 CORRIDOR

C3405

SYSTEM

ANALYST

STORAGE

OFFICE

CUBICLE

DIALYSIS RM

SOCIAL WORK

NURSE MGR

3412STAIR

NO 2

PHASE 4

E

8 7 6 5 4

D

C

B

A

E.1

4.2

EQUIPMENT

STORAGE

WAITING

TEAM RM

LOCKER

CORRIDOR

C5405

RECEPTION

AREA

LOUNGE

TREATMENT

BED 5

TREATMENT

BED 4

TREATMENT

BED 1

TREATMENT

BED 2

TREATMENT

BED 3

PHASE 3

SEAL EXISTING DOOR TO PROVIDE

TEMPORARY INFECTION CONTROL

MEASURES. COMPLY WITH SPECIFICATIONS

REGARDING INFECTION CONTROL

PHASE 2

1. VA PREFERS THE USE OF HARD WALL PARTITIONS OVER THE USE OF PLASTIC

SHEETING FOR SEPARATION BETWEEN CONSTRUCTION AND EXISTING SPACES

TO REMAIN FUNCTIONING. CONTRACTOR TO SUBMIT PROPOSED PLAN FOR

TEMPORARY CONSTRUCTION PARTITION LOCATIONS FOR COR APPROVAL.

TEMPORARY PARTITION LOCATIONS SHOWN HERE ARE RECOMMENDED

LOCATIONS BASED ON WORK NEEDIN TO BE COMPLETED, BUT DOES NOT

CONSTITUTE FINAL LOCATIONS OR QUANITITIES.

GENERAL PHASING NOTES:

PHASING LEGEND:

PHASE 3

PHASE 2

PHASE 1

PHASE 4

N

PARKING

GARAGE

OFFICE 11A

11B

1-B 1-A

KEY PLAN

NOT TO SCALE

architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

N O

T F

O R

C O

N S

T R

U C

T

IO

N

3419 PIERSON PLACE

FLUSHING, MI, 48433

(OFFICE) 810-230-6202

211 E. Water Street, Suite 213L Kalamazoo, MI 49007

269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

Jesse Brown VA Medical Center

820 S. Damen Ave.

Chicago, IL, 60612

C :\R ev it\

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8_

A _m ic he lle .b ur ri.

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2/

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:3 6:

P

M

G-101

PHASING PLANS S10C AHU

REPLACEMENT

Chicago, Illinois

537-18-142

02/19/2021 TM MZ

100% BID DOCUMENTS200138 J0019

1/8" = 1'-0"

PHASING PLAN - FIRST LEVEL

1/8" = 1'-0"

PHASING PLAN - SECOND LEVEL NORTH PENTHOUSE

1/8" = 1'-0"

PHASING PLAN - THIRD LEVEL

1/8" = 1'-0"

PHASING PLAN - FIFTH LEVEL

1/8" = 1'-0"

PHASING PLAN - SECOND LEVEL ROOF NORTH PENTHOUSE

CONCRETE:

1. ALL CONCRETE WORK TO BE PERFORMED IN CONFORMANCE WITH THE MOST RECENT

EDITION OF ACI 301 & ACI 318 CODE REQUIREMENTS AND DETAILING STANDARDS.

2. SEE SPECIFICATIONS FOR REQUIRED 28 DAY COMPRESSIVE STRENGTH (F'c).

3. ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE

SECURED IN POSITION PRIOR TO PLACING OF THE CONCRETE.

4. ALL HORIZONTAL BARS IN CONCRETE WALLS AND GRADE BEAMS SHALL BE

CONTINUOUS AND BENT AT ALL CORNERS AND INTERSECTIONS. PRE-BENT "CORNER"

BARS SUBSTITUTED FOR CONTINUOUS BENT BARS SHALL BE OF SAME SPACING AS

HORIZONTAL BARS AND SHALL BE OF SUFFICIENT LENGTH TO PROVIDE REQUIRED

LAP SPLICE LENGTHS.

5. DETAILING BENDING AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE

WITH THE MOST RECENT EDITION OF THE ACI CODE.

6. ALL CONCRETE FORMWORK SHALL BE ADEQUATELY TIED TOGETHER AND BRACED TO

FORM TRUE LINES, SQUARE CORNERS, AND PLUMB WALLS.

7. NO CONCRETE SHALL BE POURED SUBJECT TO FREEZING CONDITIONS, OR ON FROZEN

GROUND.

8. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, OR

ACCESSORIES REQUIRED TO BE CAST INTO CONCRETE, AND FOR LOCATIONS OF FLOOR

FINISHES AND SLAB DEPRESSIONS.

9. FOOTINGS SHALL BE LOCATED ON THE CENTERLINE OF WALLS, PIERS, OR COLUMNS,

UNLESS NOTED OTHERWISE.

10. LOCATE ALL SLEEVES, OPENINGS, EMBEDDED ITEMS, ETC. WHICH ARE INDICATED

ON DESIGN DRAWINGS. CHECK WITH OTHER TRADES TO VERIFY THAT ALL SLEEVES,

OPENINGS, AND EMBEDDED ITEMS ARE IN PLACE AND LOCATED CORRECTLY PRIOR

TO PLACEMENT OF CONCRETE.

11. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE

EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH EXPANSION JOINT FILLER

MATERIAL TO ALLOW CONCRETE TO CURE WITHOUT RESTRAINT. PIPES OR CONDUITS

WITH DIAMETER EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN

STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED AS SUCH. SEE MECHANICAL

AND/OR ELECTRICAL DRAWINGS FOR LOCATIONS OF SLEEVES, ACCESSORIES, ETC.

12. THE SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE ALL

DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO THE PLACEMENT OF ADJACENT

CONCRETE.

13. SLAB CONTROL JOINTS SHALL BE INSTALLED WITH JOINT FORMERS WHEN THE SLAB

IS POURED , OR SAWCUT AS SOON AS THE CONCRETE WILL ALLOW WITHOUT DAMAGE.

14. ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO PLACING

CONCRETE. DRILLING AND GROUTING IS ACCEPTABLE SUBJECT TO ENGINEER

APPROVAL.

15. CONCRETE WALLS MAY BE BACKFILLED TO TWO-THIRDS THE WALL HEIGHT ONCE 75%

OF THE 28 DAY COMPRESSIVE DESIGN STRENGTH HAS BEEN ACHIEVED. WALLS WITH

TOP SLABS MAY BE BACKFILLED TO ONE-HALF OF THE WALL HEIGHT PRIOR TO CASTING

THE TOP SLAB.

REINFORCING STEEL:

1. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60,

ASTM A615, WITH 60,000 PSI MINIMUM YIELD STRENGTH, UNLESS NOTED OTHERWISE.

2. REINFORCEMENT PROTECTION: (U.N.O.)

A. CONCRETE POURED AGAINST EARTH = 3"

B. CONCRETE POURED IN FORMS BUT EXPOSED = 2"

TO WEATHER, EARTH OR LIQUID

C. SLABS AND WALLS NOT EXPOSED TO WEATHER OR EARTH = 1 1/2"

D. BEAMS, GIRDERS, AND COLUMNS NOT EXPOSED TO

WEATHER, OR IN CONTACT WITH EARTH = 1 1/2"

3. WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED OTHERWISE.

MASONRY:

1. CONCRETE MASONRY UNITS (CMU) ARE TO CONFORM TO ASTM C-90.

2. SEE SPECIFICATIONS FOR UNIT WEIGHT AND STRENGTH.

3. ALL MASONRY REINFORCING SHALL BE PLACED AND SUPPORTED IN CONFORMANCE

WITH THE PROVISIONS OF THE LATEST EDITION OF ACI 530.1/ASCE-6/TMS 602.

4. ALL VERTICAL REINFORCING STEEL IN CMU WALLS SHALL BE CONTINUOUS FROM

THE FOOTING TO THE BOND BEAM, AND TERMINATED IN END HOOKS. WHERE BOND

BEAMS ARE NOT AT THE TOP OF A WALL, REINFORCING SHALL BE CONTINUOUS

THROUGH THE BOND BEAM TO TOP WALL.

5. ALL REINFORCING BARS MARKED "CONTINUOUS" SHALL BE SPLICED A MINIMUM OF 50

BAR DIAMETERS, BUT NOT LESS THAN 24 INCHES.

6. ALL MASONRY WORK BELOW GRADE SHALL HAVE CORES GROUTED SOLID WITH GROUT

CONFORMING TO ASTM C476. BELOW GRADE MASONRY SHALL USE TYPE M OR S

MORTAR.

7. SEE LINTEL SCHEDULE FOR LINTEL SIZES. ALL STEEL LINTELS IN EXTERIOR WALLS

SHALL BE HOT-DIP GALVANIZED, UNLESS NOTED OTHERWISE.

8. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS

OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE-6/TMS-602)," EXCEPT

AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DRAWINGS.

9. CONTROL JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN ON THESE DRAWINGS. IN

AREAS NOT NOTED ON DRAWINGS, A MINIMUM PLACEMENT OF ONE SIDE ABOVE ALL

OPENINGS 6'-0" WIDE OR LESS, AND AT BOTH SIDES OF ALL OTHER OPENINGS, OR AT

20'-0" O.C.MAX.

10. MISCELLANEOUS LINTELS ARE NOT SHOWN ON STRUCTURAL PLANS. CONTRACTOR SHALL

VERIFY AND INCLUDE IN THEIR BID MISCELLANEOUS LINTELS FOR DOOR OPENINGS, DUCT

PENETRATIONS, ETC. REFER TO MISCELLANEOUS LINTEL SCHEDULE AND DETAILS. STRUCTURAL DESIGN INFORMATION:

DESIGN DATA BASED ON ASCE 7-10

RISK CATEGORY: IV

1. SNOW LOAD:

SNOW EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.0 SNOW IMPORTANCE FACTOR (Is) 1.2 GROUND SNOW LOAD (Pg) 25 PSF FLAT ROOF SNOW LOAD (Pf) 21 PSF SLOPED ROOF FACTOR (Cs) 1.0

2. PENTHOUSE ROOF LIVE LOAD: 150 PSF (PER EXISTING DRAWINGS)

PENTHOUSE FLOOR LIVE LOAD: 100 PSF (PER EXISTING DRAWINGS)

3. WIND LOADS:

BASIC WIND SPEED 120 MPH

WIND IMPORTANCE FACTOR (Iw) 1.00

WIND EXPOSURE CATEGORY 'C'

4. SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR (Ie) 1.5

SITE CLASS 'D'

SEISMIC DESIGN CATEGORY 'C'

BASIC SEISMIC FORCE RESISTING SYSTEM:

STEEL ORDINARY MOMENT FRAMES.

STRUCTURAL STEEL:

1. STRUCTURAL AND MISC. STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN

ACCORDANCE WITH THE MOST RECENT EDITION OF AISC STEEL CONSTRUCTION

MANUAL AND CODE OF STANDARD PRACTICE. STEEL JOISTS SHALL CONFORM TO THE

MOST RECENT EDITION OF STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE.

METAL DECK SHALL CONFORM TO THE MOST RECENT EDITION OF THE STANDARD

SPECIFICATION OF THE STEEL DECK INSTITUTE.

3. USE BOLTED CONNECTIONS AS SPECIFIED IN FRAMING DETAIL FOR SIZE AND NUMBER

OF BOLTS AND WELDS FOR ALL STRUCTURAL STEEL CONNECTIONS. ALL BOLTED

CONNECTIONS SHALL BE STANDARD ROUND HOLES (UNLESS NOTED OTHERWISE).

IF DETAIL IS NOT PROVIDED:

ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE "N", 3/4" DIA. BOLTS (BRG. TYPE)

OR WELDED EQUIVALENT, UNLESS OTHERWISE NOTED. SELECT CONNECTIONS TO

SUPPORT ONE HALF THE TOTAL LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN.

THE EFFECT OF CONCENTRATED LOADS SHALL ALSO BE CONSIDERED.

4. CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS SHALL CONFORM IN ALL

RESPECTS TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM

A325 BOLTS AS ENDORSED BY THE AISC. NO PAINT ON FAYING SURFACES.

5. WELDING SHALL BE DONE IN ACCORDANCE WITH THE "AMERICAN WELDING SOCIETY"

(AWS) D1.1, USING E70 ELECTRODES. WELDING SHALL BE PERFORMED BY AN

APPROVED CERTIFIED WELDER.

6. NO CHANGES SHALL BE MADE IN THE STEEL STRUCTURE NOR ANY MATERIAL CUT IN THE

FIELD (UNLESS NOTED AS "FIELD CUT OR TRIM" ON DRAWINGS), WITHOUT THE

WRITTEN PERMISSION OF THE ENGINEER.

7. NO CUTTING, BURNING, OR HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL

BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS WITHOUT THE PRIOR CONSENT

OF THE ENGINEER. BOLT HOLES SHALL CONFORM WITH THE GOVERNING AISC

SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS NOTED OTHERWISE.

8. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN

THE DESIGN AND ACTUAL CONDITIONS NOTED IN THE FIELD.

9. CONTRACTOR SHALL PROVIDE NECESSARY LABOR, MATERIAL, AND EQUIPMENT TO

ERECT ALL MISCELLANEOUS IRON AND STEEL AS DETAILED ON THESE DRAWINGS.

10. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

11. UNLESS OTHERWISE INDICATED, ROOF OPENINGS MADE IN EXISTING ROOF STRUCTURE

SHALL BE SUPPORTED ON ALL EDGES BY L4x4x1/4" FOR SPANS OF 5’-0" OR LESS; AND BY

C8X11.5 FOR SPANS BETWEEN 5’-0” AND 10’-0”. SPANS EXCEEDING 10’-0” SHALL REQUIRE

SECTIONS APPROVED BY THE ENGINEER. CONNECTIONS SHALL BE WELDED IN

ACCORDANCE WITH AWS D1.1 AND AISC, OR MINIMUM 2-BOLT CONNECTIONS

ACCORDING TO AISC.

GENERAL STRUCTURAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS

AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS ON THE STRUCTURAL

DRAWINGS WITH THE RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING PLANS. FLOOR AND WALL OPENINGS, SLEEVES AND OTHER

ARCH., MECH., ELEC., REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR

PROCEEDS WITH CONSTRUCTION.

2. ALL ENGINEERING DESIGN, CONSTRUCTION, AND TESTING SHALL CONFORM TO THE

REQUIREMENTS OF THE MOST RECENT EDITION OF THE INTERNATIONAL BUILDING CODE.

3. ALL STRUCTURAL WORK MUST BE TEMPORARILY BRACED AND SUPPORTED UNTIL THE

STRUCTURE IS SUFFICIENTLY COMPLETED AND CAN SAFELY CARRY THE DESIGN AND

CONSTRUCTION LOADS.

4. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE

STRUCTURAL DRAWINGS.

5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER BEFORE PROCEEDING WITH ANY WORK THAT IS INVOLVED IN THE CONFLICT.

ABBREVIATIONS

TYPE DESCRIPTION

A.B. ANCHOR BOLT

ALT. ALTERNATE

ARCH. ARCHITECTURAL

AVG. AVERAGE

AFF ABOVE FINISH FLOOR

BFF BELOW FINISH FLOOR

BLDG. BUILDING

BM. BEAM

B.O. BOTTOM OF

BRG. BEARING

C.J. CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CONC. CONCRETE

CONST. JT. CONSTRUCTION JOINT

CONT. CONTINUOUS

D DEPTH

DET. DETAIL

DTL. DETAIL

DIA. DIAMETER

EA. EACH

ELEV. ELEVATION

EQ. EQUAL

E.W. EACH WAY

EXIST. EXISTING

EXST. EXISTING

E.F. EACH FACE

F.F. FINISH FLOOR

FLR. FLOOR

FND. FOUNDATION

FNDTN. FOUNDATION

FTG. FOOTING

F.S. FAR SIDE

GA. GAUGE

GALV. GALVANIZED

HDG HOT DIPPED GALVANIZED

HORIZ. HORIZONTAL

HORZ. HORIZONTAL

H.P. HIGH POINT

INSUL. INSULATION

I.F. INSIDE FACE

TYPE DESCRIPTION

L LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

L.P. LOW POINT

MAX. MAXIMUM

MECH. MECHANICAL

MEZZ. MEZZANINE

MANUF. MANUFACTURER

MNF. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

N.S. NEAR SIDE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F OUTSIDE FACE

O.H. OVERHEAD

OHD OVERHEAD DOOR

O/O OUT TO OUT

PSF POUNDS PER SQUARE FT.

PSI POUNDS PER SQUARE IN.

R RADIUS

REINF. REINFORCING

SIM. SIMILAR

T&B TOP AND BOTTOM

T.O. TOP OF

T.O.B.L. TOP OF BRICK LEDGE

T.O.F TOP OF FOOTING

T.O.F.W. TOP OF FOUNDATION WALL

T.O.P. TOP OF PIER

T.O.S TOP OF STEEL

TRANS. TRANSVERSE

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

V.S.C VERTICAL SLOTTED CONN.

V.B.F. VERTICAL BRACED FRAME

WWF WELDED WIRE FABRIC

W WIDTH

W/ WITH

LAP CHART

BAR

SIZE

VERT. BARS

#3

#4

#5

#6

#7

#8

#9

#10

HORZ. BARS

4000 PSI CONCRETE

19"

25"

31"

38"

54"

62"

70"

79"

25"

33"

41"

49"

71"

81"

91"

102"

N

PARKING

GARAGE

OFFICE 11A

11B

1-B 1-A

KEY PLAN

NOT TO SCALE

architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

3419 PIERSON PLACE

FLUSHING, MI, 48433

(OFFICE) 810-230-6202

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

Jesse Brown VA Medical Center

820 S. Damen Ave.

Chicago, IL, 60612

C:

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0\2

8_ S_ sp en ce r.te ss ma r.r vt

2/1 8/2

1 9

:59 :47

A M

S-001

GENERAL NOTES AND LEGENDS VA CH_Jesse Brown VA Medical Center

Chicago, Illinois

537-18-142

02/19/2021 ALM SJT

100% BID DOCUMENTS########

7 6 5 4

EXISTING EQUIPMENT PAD

CONCRETE EQUIPMENT PAD

EXTENSION. MATCH THICKNESS

OF EXISTING PAD. SEE NOTE 1.

7'

- 6

3' - 6" ±

EXISTING CONCRETE FLOOR ON STEEL FRAMING

31' - 6" ±

4"

0"

7 6 5 4

A

8' - 11 1/2"

COORD. W/ FINAL EQUIP.

11' - 11 3/4" ±

C8 X1

1.5

C8 X1

1.5

C8x11.5, TYP.

S-101

VE

RI

FY

W

/ M

EC

H.

CO

OR

D.

W

/ F

IN

AL

E

QU

IP

5'

- 2

ROOF OPENING

CURB SUPPORT CHANNEL, TYP. REFER

TO SECTION A-A OF DETAIL 1/S-101

EXISTING CONCRETE FLOOR ON STEEL FRAMING

9'

- 0

1' - 4" ± VERIFY W/ MECH.

4' - 9 1/2"

31' - 6" ±

4"

0"

C8X11.5

C8X11.5

VE

RI

FY

W

/ M

EC

H .

2'

- 1 0 1

/2" 4'

- 6

PLACE RTU BETWEEN EXISTING ROOF DRAINS.

COORDINATE WITH MECH/ARCH ROOF PLANS.

EXISTING W24x68, FIELD VERIFY

EXISTING W24x55, FIELD VERIFY

C8x11.5

3/16

3/16 TYP.

OPENING TO MEET MECH.

EQUIPMENT OPENING

REQUIREMENTS. VERIFY ALL

LOCATIONS W/ MECH. AND ARCH.

PLANS

EXISTING STEEL BEAM

A

A

SECTION A-A

EXISTING DECK PER PLAN

C8x11.5 CROSS MEMBER

EXISTING STEEL BEAM

PER ROOF FRAMING PLAN

L7x4x3/8" CLIP

ANGLE LLV

3/16

3/16 TYP.

C8x11.5

C8 x1

1.5

C8 x1

1.5

NOTE:

REMOVE AND REPLACE EXISTING

FIREPROOFING IN KIND

VARIES (MAX 2')

1 1/4" MIN. MODIFY PLATE SIZE AS REQUIRED FOR

ANCHORS TO BE PLACED MIN. 1 1/4" FROM

EDGE OF UNCUT DECK FLUTES, TYP.

3/8" STEEL PLATE ANCHORED TO BOTTOM OF

EXISTING CONCRETE FLOOR USING (4) 1/2" x 3"

LG. HILTI KH-EZ SCREW ANCHORS (OR EQUAL).

FILL OPENING WITH LIGHTWEIGHT CONCRETE

OR NON-SHRINK GROUT TO MATCH ADJACENT

CONSTRUCTION.

FOR OPENINGS LARGER THAN 12", ADHESIVE

SET #4 x 12" LG. AT 12" O.C. AROUND

PERIMETER. ADHESIVE TO BE HILTI HIT-HY 200

OR APPROVED EQUAL.

6"

NOTE:

USE THIS OPTION FOR OPENINGS NO LARGER THAN 2'x2'

N

PARKING

GARAGE

OFFICE 11A

11B

1-B 1-A

KEY PLAN

NOT TO SCALE

architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

3419 PIERSON PLACE

FLUSHING, MI, 48433

(OFFICE) 810-230-6202

211 E. Water Street, Suite 213L

Kalamazoo, MI 49007 269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

Jesse Brown VA Medical Center

820 S. Damen Ave.

Chicago, IL, 60612

C:

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0\2

8_ S_ sp en ce r.te ss ma r.r vt

2/1 8/2

1 9

:59 :47

A M

S-101

FRAMING PLANS - PENTHOUSE VA CH_Jesse Brown VA Medical Center

Chicago, Illinois

537-18-142

02/19/2021 ALM SJT

100% BID DOCUMENTS########

1/4" = 1'-0"

PENTHOUSE FLOOR FRAMING PLAN

1/4" = 1'-0"

PENTHOUSE ROOF FRAMING PLAN3/4" = 1'-0"1 FRAMING @ ROOF OPENING

NOTES

1. EQUIPMENT PAD APPROX. 4"± THICK. FIELD VERIFY. REINFORCE CONCRETE WITH

6x6 W2.1xW2.1 WWF, DOWEL INTO EXISTING PAD WITH #4 BARS x 12" LG. AT 12"

O.C. USING HILTI HIT-HY 200 (OR EQUAL). APPLY BONDING AGENT TO EXISTING

FLOOR PRIOR TO PLACEMENT OF PAD EXTENSION. FLOAT FINISH NEW SLAB.

1 1/2" = 1'-0"2 TYPICAL INFILL DETAIL

MOUNTING HEIGHT

COORDINATION

ARCHITECTURAL,

MECHANICAL &

ELECTRICAL TRADES

SHALL COORDINATE

LOCATIONS OF WALL

MOUNTED ITEMS TO ALIGN

EITHER VERTICALLY OR

HORIZONTALLY.

FINISH FLOOR LINE

DRAWING REFERENCE SYMBOLS RECOMMENDED MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED)

MAX

REACH

DEPTH

MAX

REACH

HEIGHT

0.5"

48"

2"

46"

5"

42"

6"

40"

9"

36"

11"

34"

GENERAL MAXIMUM REACH DEPTH AND HEIGHT

FOR HAND DRYERS / TOWEL DISPENSERS

MAX REACH DEPTH

F O

R R

E A

C H

D E

P T

H M

A X

H E

IG

H

T

M

IR

R O

R O

R

M

IR

R O

R

S H

E

LF

(M

A X

T O

W E

L D

IS

P

E N

S E

M U

LT

I- P

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P O

S

U

N

IT

T O

W E

L D

IS

P

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S

E C

E P

T A

C

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W A

S T

C

E P

T A

C

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C O

A T H

O O

K S

S A

N

IT

A R

Y N

A P

K

IN

V

N

D O

R

S O

P

D

IS

P

E N

S E

R

M

A X

M O

P S

T R

IP

H E

LF

12"

A D

A

N D

A

E

LF

C

A T R

O D

M A

X

24"

BOTTOM OF

OUTLET

BOTTOM OF

LIGHT FIXTURE

M

A X

24" MIN

36" MAX

M

IN

M

IN

24" MIN

42" MAX

M

A X

36" MAX

M

IN

24" MIN

42" MAX

/2

M

IN

P R

O T R

U D

G

IL

E

T P

A P

P

E N

S

LO

A T

IO

N

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C E

S S

IL

E

T P

A P

P

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S

A T

IO

N

P R

O T R

U D

IL

E

T P

A P

P

E N

S

A T

IO

N

M

IN

7"-9"

M

A X

S A

N

IT

A

Y

P K

P O

S A

L

22"

/2

M

IN

P R

O T R

U D

IL

E

T P

A P

P

E N

S

A T

IO

N

E

LE

V A

T O

R W

LL

B

T

T O

N S

(M

IN

" S E

E E

L E

C T

E

LE

C T R

IC

N E

L C

A B

IN

E

T

P O

W E

R P

A N

E L

E

LE

C T R

IC

T E

LE

P

H O

N E

O R

T

LE

T

S W

IT

C

H

P U

S H

B U

T T O

N

F

IR

E A

LA

R

M B

O X

T H

E R

M O

S T A

T

C A

R D

R E

A D

E R

M E

C H

A N

IC

A

L P

A N

E

LS

I

F

IS

H

E D

S P

A C

E S

S E

LE

C

T O

R S

W

IT

C H

R

S

S W

IT

C

H O

R W

LL

T

LE

T

A B

O

B

IN

E T

SS

SEE PLAN

12" 12"

H A

N D

R A

IL

R A

M P

T O

C A

B

IN

E T

H A

N D

L E

F

IR

E E

X T

IN

G

U

IS

H E

R

F

IR

E E

X T

IN

G U

IS

H

B

IN

E

T F

IR

E H

O S

E

O R

C O

M B

IN

A

T

IO

B

IN

E T

54" MIN

GRAB BAR

GRAB BAR

'-8

M

A X

6" MAX 36"

(MIN)

18"

GRAB BAR

40"

13" MAX

42" 42"

W A

T E

R C

LO

S

E T

W A

T E

R C

LO

S

E T

(M A

X

(M

A X

B A

R R

IE

E E

U R

IN

A

L

S T A

N D

A R

IN

A L

GRAB BAR

18"

T R

A N

S F E

R

T Y

P E

S H

O W

E R

FOLDING

SHOWER SEAT

R O

LL

-I N

-T Y

O

W E

R

M

IN

T R

A N

S F E

R

T Y

P E

S H

O W

E R

(M

IN

(M A

X

T O

P S

P O

U T

M A

X S

IN

K

D E

P T

H

11"

(MIN)

17"

3" (MAX)

WALL

SPACE

AVAILABLE

NOTE:

WATER SUPPLY & DRAIN

PIPES BELOW LAVATORIES

AND SINKS MUST BE

INSULATED OR OTHERWISE

CONFIGURED TO PROTECT

AGAINST CONTACT.

E W

C

IN

K

U N

T A

IN

W A

LL

H

U N

G L

A V

B A

R R

IE

E E

L A

U

N T E

R

M

IN

MAX

0' - 4"

6" MAX

ALIGN WITH EDGE OF SEAT

6'

0"

ENLARGED PLAN OR DETAIL

WALL SECTION

X-###

X

X

X-###

BUILDING SECTION

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

DEMO KEYNOTE##

REVISION CLOUD AND TAG

VIEW TITLE & REFERENCE

EXISTING COLUMN LINE

NEW COLUMN LINE

DETAIL

LEVEL OR ELEVATION

XX

DEMARCATION LINE

X-###

X-###

X-###

X-###

X-###

X-###

X## EQUIPMENT TAG

WALL TAG

###.# DOOR TAG

ROOM NAME

ROOM TAG

WINDOW TAG

X#

## ARCHITECTURAL KEYNOTE

#' - #" CEILING SPOT ELEVATION

XX# FURNITURE TAG

FINISH TAG

SPECIALITY EQUIPMENT TAG

XX-#

XX- #

VARIES

CONTINUOUS ACOUSTIC

SEALANT

CEILING - SEE ROOM

FINISH SCHEDULE.

METAL STUDS AT 1'-4" O.C.

METAL RUNNER

CHANNEL SECURE

TO FLOOR

SOUND ATTENUATION

BLANKET INSULATION

GYPSUM BOARD

NOTE: EXTEND GYPSUM

BOARD AND FINISHES TO

UNDERSIDE OF DECK (DO

NOT SECURE GYPSUM

BOAD TO TRACK)

UNDERSIDE OF DECK ABOVE

PARTITION TYPE 'F3'

(NON-RATED/ 4" METAL STUDS WITH 5/8"

GYPSUM BOARD ON ONE SIDE/INSULATED)

WALL BASE

CONTINUOUS

ACOUSTIC SEALANT

VARIES

CONTINUOUS ACOUSTIC

SEALANT

CEILING - SEE ROOM

FINISH SCHEDULE

METAL STUDS AT 1'-4" O.C.

METAL RUNNER

CHANNEL SECURE

TO FLOOR

SOUND ATTENUATION

BLANKET INSULATION

GYPSUM BOARD

NOTE: EXTEND GYPSUM

BOARD AND FINISHES TO

UNDERSIDE OF DECK (DO

NOT SECURE GYPSUM

BOAD TO TRACK)

UNDERSIDE OF DECK ABOVE

PARTITION TYPE 'S1'

(NON-RATED/ 4" METAL STUDS WITH 5/8"

GYPSUM BOARD ON BOTH SIDES /INSULATED)

WALL BASE

CONTINUOUS

ACOUSTIC SEALANT

architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

N O

T F

O R

C O

N S

T R

U C

T

IO

N

3419 PIERSON PLACE

FLUSHING, MI, 48433

(OFFICE) 810-230-6202

211 E. Water Street, Suite 213L Kalamazoo, MI 49007

269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

Jesse Brown VA Medical Center

820 S. Damen Ave.

Chicago, IL, 60612

C :\R ev it\

\2

8_

A _m ic he lle .b ur ri.

rv t

2/

/2

:3 5:

P

M

A-001

ARCHITECTURAL LEGENDS,

SYMBOLS, AND ABBREVIATIONS

S10C AHU

REPLACEMENT

Chicago, Illinois

537-18-142

02/19/2021 TM MZ

100% BID DOCUMENTS200138 J0019

ABBREVIATIONS

ABBREV. FULL TEXT

T.O.F. OR T/F TOP OF FOOTING

T.O.M. OR T/M TOP OF MASONRY

T.O.P. OR T/P TOP OF PAVEMENT

T.O.S. OR T/S TOP OF STEEL

T.O.W. OR T/W TOP OF WALL

T/ TOP OF

TB TRUSS BEARING

TG TEMPERED GLASS

THK THICK

THRESH THRESHOLD

TLT TOILET

TP TOILET PARTITION

TR TRANSITION TRIM

TYP TYPICAL

TYP TYPICAL

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WC WALLCOVERING

WCO WALL CLEAN OUT

WCVR WALLCOVERING

WD WOOD

WP WATERPROOFING

WP WORKPOINT

WP WALL PROTECTION

WS WINDOW SHADE

WSCT WAINSCOT

WT WEIGHT

X-(MATERIAL) DENOTES EXISTING MATERIAL

REFRENCED

ABBREVIATIONS

ABBREV. FULL TEXT

SCWD SOLID CORE WOOD

SECT SECTION

SER.RECPT SERVICE RECEPTOR

SH SHELF

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SLR CONCRETE SEALER

SLS SOLID SURFACE

SLV SHORT LEG VERTICAL

SPEC SPECIFICATION

SQ SQUARE

SQFT SQUARE FOOT

SS STAINLESS STEEL

SSK SERVICE SINK

SSM SOLID SURFACING MATERIAL

ST SMOKE-TIGHT PER CODE TO RESIST THE

PASSAGE OF SMOKE

STD STANDARD

STDW STANDARD WEIGHT (STEEL PIPE)

STL STEEL

STN STAIN

STOR STORAGE

STRL STRUCTURAL

SUPP SUPPORT

SUSP SUSPENDED

SYM SUSPENSION SYMMETRICAL

T TREAD

T&G TONGUE AND GROOVE

T.O.C. OR T/C TOP OF CONCRETE

ABBREVIATIONS

ABBREV. FULL TEXT

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLY PLYWOOD

PT PRESSURE TREATED

PT PORCELAIN TILE

PTB PORCELAIN TILE BASE

QT QUARRY TILE

QTB QUARTZ TILE BASE

QTZ QUARTZ

R RISER

RA RETURN AIR

RB RUBBER BASE

RC ROOF CONDUCTOR

RD ROOF DRAIN

RD ROUND

RECVG RECEIVING

REF REFRIGERATOR

REINF REINFORCED

REQ'D REQUIRED

RF RESILIENT FLOORING

RH RIGHT HAND

RL ROOF LADDER

RM ROOM

RO ROUGH OPENING

RS ROOF SUMP

RSN RESIN

RWD REDWOOD

RWD RIGID WALL PROTECTION

S SOUTH

S SPANDREL GLASS

SA SUPPLY AIR

SAB SOUND ATTENUATION BLANKETS

SC SOLID CORE

SCH SCHEDULE

SCONC SEALED CONCRETE

ABBREVIATIONS

ABBREV. FULL TEXT

MAX MAXIMUM

MBH THOUSAND BTU/HR

MC MEDICINE CABINET

MCA MINIMUM CIRCUIT AMPACITY

MCC MULTI-COLOR COATING

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEMBWP MEMBRANE WATERPROOFING

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MFS MAXIMUM FUSE SIZE

MG MEDICAL GAS

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN. MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MM MISCELLANEOUS METALS

MO MASONRY OPENING

MOCP MAXIMUM OVERCRRENT PROTECTION

MPC MICHIGAN PLUMBING CODE

MR MANUFACTURER'S RECOMMENDATIONS

MT MARBLE TILE

MTD MOUNTED

MUL. MULLION

N NORTH

N.S. NEAR SIDE

NF NO FINISH

NIC NOT IN CONTRACT

NO NUMBER

NPSH NET POSITIVE SUCTION HEAD

NSNS NON SHRINK NON STAIN GROUT

NTS NOT TO SCALE

NTS NOT TO SCALE

O.C. OR OC ON CENTER

OBSGL OBSCURE GLASS

OD OUTSIDE DIAMETER

OHDR SECTIONAL OVERHEAD DOOR

OPNG OPENING

OPP OPPOSITE

P PAINT

PART PARTITION

PB PARTICLE BOARD

PC PRECAST

PCS PIECES

PERM PERMANENT

PL PLATE

ABBREVIATIONS

ABBREV. FULL TEXT

FV FIELD VERIFY

G.B. GRAB BAR, GRADE BEAM

G.O. GRILL OPENING

GA GAUGE

GALV GALVANIZED

GCT GLAZED CERAMIC TILE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GL GLASS

GND. GROUND

GR. GRADE

GRTG. GRATING

GSCFT GLAZED STRUCTURAL CLAY FACING TILE

GT GROUT

GYP. BD. GYPSUM BOARD

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD

HDPB HIGH DENSITY PARTICLEBOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HWD HARDWARE

I.D. OR ID INSIDE DIAMETER

I.E. INVERT ELEVATION

IG INSULATING GLASS

IN INCHES

INCL INCLUDING, INCLUSIVE

INSUL INSULATION

INT INTERIOR

IPS INTERIOR PAINT SYSTEM

JAN JANITOR

JT JOINT

kW KILOWATTS kWh KILOWATT HOURS

LAD LADDER

LAM LAMINATED

LAV LAVATORY

LF LINEAR FEET

LGTH LENGTH

LH LEFT HAND

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LO LOUVER OPENING

LP LIGHTING PANEL

LPG LIQUID PETROLEUM GAS

LPS LOW PRESSURE STEAM

LT LIGHT

LWT LEAVING WATER TEMPERATURE

MA MEDICAL AIR

MANUF MANUFACTURER

MAS MASONRY

MATL MATERIAL

ABBREVIATIONS

ABBREV. FULL TEXT

CTR COUNTER

CTSK COUNTERSINK

DEXS DOUBLE EXTRA STRONG (STEEL PIPE)

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFUSER

DN DOWN

DO DOOR OPENING

DR DOOR

DS DOWN SPOUT

DT DRAIN TILE

DTL DETAIL

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EIFS EXTERIOR INSULATION AND FINISH

SYSTEMS

EJ EXPANSION JOINT

EL ELEVATION

ELECT ELECTRICAL

ELEV ELEVATOR OR ELEVATION

ENCL ENCLOSURE

EP EPOXY PAINT

EPS EXTERIOR PAINT SYSTEM

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EX EXISTING

EXGR EXISTING GRADE

EXP EXPANSION

EXS EXTRA STRONG (STEEL PIPE)

EXT EXTERIOR

FA FIRE ALARM

FAB FABRIC/UPHOLSTERY

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FG FROSTED GLASS

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR

FLL FLOOR LINE

FLUOR FLUORESCENT

FOC FACE OF COLUMN

FOCONC FACE OF CONCRETE

FRC FIBER REINFORCED CONCRETE

FRP FIELD REINFORCED PANEL

FRPFG FIREPROOFING

FS FULL SIZE

FT FIRE TREATED

FTG FOOTING

FUR FURRING

ABBREVIATIONS

ABBREV. FULL TEXT

AB ANCHOR BOLT

ABI ADDITIVE BID ITEM

AC ACOUSTICAL

ACB ACOUSTICAL CEILING BAFFLE

ACP ACOUSTICAL CEILING PANEL

ACS ACOUSTICAL CEILING SPRAY

AD AREA DRAIN

ADA ADA

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ALUM ALUMINUM

AP ACCESS DOORS

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AWP ACOUSTICAL WALL PANEL

B/ BOTTOM OF

BD BOARD

BF BARRIER FREE

BIT BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BLKHD BULKHEAD

BOTT BOTTOM

BP BASE PLATE

BR BUMP RAIL

BS BOTH SIDES

BUR BUILT UP ROOFING

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CG CORNER GUARD

CH CHANNEL

CHKDPL CHECKERED PLATE

CJ CONTROL JOINT

CL CENTERLINE

CL TO CL CENTERLINE TO CENTERLINE

CLG CEILING

CLK CAULKING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMP COMPRESSIBLE

COMPO COMPOSITION

CONC CONCRETE

CONN CONNECT, CONNECTION

CONST CONSTRUCTION

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CONTR CONTRACTOR

CPT CARPET TILE

CS CONCRETE SEALER

DEMO PLAN LEGEND:

EXISTING WALL OR PARTITION TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING BUILDING COMPONENT & STRUCTURE

TO REMAIN

EXISTING WALL/PARTITION OR EXISTING ITEMS

TO BE REMOVED

EXISTING DOOR & FRAME TO BE REMOVED

EXISTING ASSEMBLY TO BE REMOVED

EXISTING SUSPENDED CEILING TO BE REMOVED

EXISTING GYPSUM BOARD TO BE REMOVED

NOTE: ALL ITEMS SHOWN RED AND DASHED ARE

TO BE DEMOLISHED- U.N.O.

GENERAL DEMOLITION NOTES:

1. ALL EXISTING ITEMS TO BE RETAINED BY THE OWNER WILL BE REMOVED

PRIOR TO DEMOLITION. ANY ITEMS LEFT IN THE DEMOLITION AREA BECOME

THE PROPERTY OF THE DEMOLITION SUBCONTRACTOR.

2. FOR PLUMBING, FIRE PROTECTION, MECHANICAL, AND/OR ELECTRICAL

WORK, REFER TO ALL CONTRACT DOCUMENTS FOR ADDITIONAL DEMOLITION

NOTES AND INFORMATION. NOT ALL WORK IS SHOWN WITHIN

ARCHITECTURAL PLANS.

3. SHORE AND BRACE ALL WORK REQUIRED TO REMAIN.

4. CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO

SUBMITTING A BID TO BECOME FAMILIAR WITH EXISTING CONDITIONS

5. CONTRACTOR AND DEMOLITION SUBCONTRACTOR TO COORDINATE

DEMOLITION WORK WITH OWNER PRIOR TO START OF WORK.

MINOR OR

SURGERY RM

CORRIDOR

C1105

RECOVERY RM

D1

D1

D3

D3

REMOVE EXTENT OF CEILING FOR

NEW MECHANICAL DIFFUSER

N

PARKING

GARAGE

OFFICE 11A

11B

1-B 1-A

KEY PLAN

NOT TO SCALE

architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

N O

T F

O R

C O

N S

T R

U C

T

IO

N

3419 PIERSON PLACE

FLUSHING, MI, 48433

(OFFICE) 810-230-6202

211 E. Water Street, Suite 213L Kalamazoo, MI 49007

269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

Jesse Brown VA Medical Center

820 S. Damen Ave.

Chicago, IL, 60612

C :\R ev it\

\2

8_

A _m ic he lle .b ur ri.

rv t

2/

/2

:3 5:

P

M

AD101

RCP DEMOLITION PLAN - FIRST &

SECOND LEVEL

S10C AHU

REPLACEMENT

Chicago, Illinois

537-18-142

02/19/2021 TM MZ

100% BID DOCUMENTS200138 J0019

1/4" = 1'-0"

RCP DEMOLITION PLAN - FIRST LEVEL

DEMOLITION NOTES

KEY VALUE KEYNOTE TEXT

D1 REMOVE CEILING INCLUDING ALL BRACKETS, ANCHORS &

SUPPORTS. PATCH AND REPAIR ADJACENT SURFACES AT AREAS

OF REMOVAL TO MATCH EXISTING AND/OR AS REQUIRED FOR

PROPER INSTALLATION OF NEW FINISHES. PROVIDE NEW CEILING

TILES FOR ANY ADJACENT TILES THAT ARE TO REMAIN, THAT ARE

DAMAGED DURING DEMOLITION.

D2 REMOVE CEILING ACCESS PANEL IN ITS ENTIRETY.

D3 PREPARE ALL ABANDONED WALL PENETRATIONS DUE TO

DEMOLITION WORK FOR WALL INFILL. PATCH, REPAIR, AND/OR

REPLACE ADJACENT WALL FINISHES AT AREAS OF REMOVAL TO

MATCH EXISTING AND/OR AS REQUIRED FOR PROPER INSTALLATION

OF NEW FINISHES.

D5 REMOVE SLOPED BULKHEAD IN ITS ENTIRETY. PATCH AND REPAIR

ADJACENT SUFACES AS REQUIRED FOR PROPER INSTALLATION OF

NEW FINISHES.

D6 REMOVE DUCTWORK, LOUVER, AND/OR AIR CONDITIONING WINDOW

UNIT LOCATED WITH IN EXISTING WINDOW SYSTEM. PREPARE

WINDOW FRAME FOR NEW GLAZING INFILL. PATCH AND REPAIR

ADJACENT SUFACES AS REQUIRED FOR PROPER INSTALLATION OF

NEW FINISHES.

D7 EXTERIOR BLOCK WINDOW WALL TO BE REMOVED. PATCH AND

REPAIR ADJACENT SURFACES TO MATCH EXISTING AND/OR AS

REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES.

DEMO PLAN LEGEND:

EXISTING WALL OR PARTITION TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING BUILDING COMPONENT & STRUCTURE

TO REMAIN

EXISTING WALL/PARTITION OR EXISTING ITEMS

TO BE REMOVED

EXISTING DOOR & FRAME TO BE REMOVED

EXISTING ASSEMBLY TO BE REMOVED

EXISTING SUSPENDED CEILING TO BE REMOVED

EXISTING GYPSUM BOARD TO BE REMOVED

NOTE: ALL ITEMS SHOWN RED AND DASHED ARE

TO BE DEMOLISHED- U.N.O.

GENERAL DEMOLITION NOTES:

1. ALL EXISTING ITEMS TO BE RETAINED BY THE OWNER WILL BE REMOVED

PRIOR TO DEMOLITION. ANY ITEMS LEFT IN THE DEMOLITION AREA BECOME

THE PROPERTY OF THE DEMOLITION SUBCONTRACTOR.

2. FOR PLUMBING, FIRE PROTECTION, MECHANICAL, AND/OR ELECTRICAL

WORK, REFER TO ALL CONTRACT DOCUMENTS FOR ADDITIONAL DEMOLITION

NOTES AND INFORMATION. NOT ALL WORK IS SHOWN WITHIN

ARCHITECTURAL PLANS.

3. SHORE AND BRACE ALL WORK REQUIRED TO REMAIN.

4. CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO

SUBMITTING A BID TO BECOME FAMILIAR WITH EXISTING CONDITIONS

5. CONTRACTOR AND DEMOLITION SUBCONTRACTOR TO COORDINATE

DEMOLITION WORK WITH OWNER PRIOR TO START OF WORK.

E

8 7 6 5 4

D

C

B

A

E.1

4.2

OFFICE

CUBICLE

SPD

SUPERVISOR

ADMIN OFFICE

SYSTEM

ANALYST

CORRIDOR

C3405

ELECTRICAL

CLOSET

34E1

OFFICE

CUBICLE

STORAGE

DIALYSIS RM

D1

D1

D1 D1

D1

D1

D1

D1

D1

D1

CORRIDOR

C3405

CORRIDOR

C3404

D2

D2

D2

D2

D2

D2

D2

D2

D2

SLOPED BULKHEAD

SLOPED BULKHEAD

D3

D3

D3

D3

D3

D3

D3

D3

D5

D5

D1D3

D2

D2

D6

D6

D6

D6

D7

E

8 7 6 5 4

D

C

B

A

E.1

4.2

EQUIPMENT

STORAGE

WAITING

TEAM RM

5413LOCKER

UNISEX TOILET

CORRIDOR

C5405

TOILET

5406A

ELECTRICAL

CLOSET

54E1

TREATMENT

BED 5

RECEPTION

AREA

TREATMENT

BED 1

TREATMENT

BED 3

DIRTY LINEN

5400B

CLEAN LINEN

5400A

TREATMENT

BED 2

TREATMENT

BED 4

LOUNGE

NIC

D1

D1 D1

D1D1

D1D1

D1

D1

D1

D1 D1

D1

D1

D2

D2 D2

D2

D2

D2

D2

D2

D2 D2

D2

D2

D2

D2

D2 D2

D2

D2

D2

D2

D2

D2

D2D2

D2

D2

D2

D2

D2

D2

D3 D3

D3 D3

D3

D3 D3

D3

D3

D3

D3 D3

D3

D3

D3

N

PARKING

GARAGE

OFFICE 11A

11B

1-B 1-A

KEY PLAN

NOT TO SCALE

architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

N O

T F

O R

C O

N S

T R

U C

T

IO

N

3419 PIERSON PLACE

FLUSHING, MI, 48433

(OFFICE) 810-230-6202

211 E. Water Street, Suite 213L Kalamazoo, MI 49007

269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

Jesse Brown VA Medical Center

820 S. Damen Ave.

Chicago, IL, 60612

C :\R ev it\

\2

8_

A _m ic he lle .b ur ri.

rv t

2/

/2

:3 5:

P

M

AD102

RCP DEMOLITION PLAN - THIRD &

FIFTH LEVEL

S10C AHU

REPLACEMENT

Chicago, Illinois

537-18-142

02/19/2021 TM MZ

100% BID DOCUMENTS200138 J0019

1/4" = 1'-0"

RCP DEMOLITION PLAN - THIRD LEVEL

1/4" = 1'-0"

RCP DEMOLITION PLAN - FIFTH LEVEL

DEMOLITION NOTES

KEY VALUE KEYNOTE TEXT

D1 REMOVE CEILING INCLUDING ALL BRACKETS, ANCHORS &

SUPPORTS. PATCH AND REPAIR ADJACENT SURFACES AT AREAS

OF REMOVAL TO MATCH EXISTING AND/OR AS REQUIRED FOR

PROPER INSTALLATION OF NEW FINISHES. PROVIDE NEW CEILING

TILES FOR ANY ADJACENT TILES THAT ARE TO REMAIN, THAT ARE

DAMAGED DURING DEMOLITION.

D2 REMOVE CEILING ACCESS PANEL IN ITS ENTIRETY.

D3 PREPARE ALL ABANDONED WALL PENETRATIONS DUE TO

DEMOLITION WORK FOR WALL INFILL. PATCH, REPAIR, AND/OR

REPLACE ADJACENT WALL FINISHES AT AREAS OF REMOVAL TO

MATCH EXISTING AND/OR AS REQUIRED FOR PROPER INSTALLATION

OF NEW FINISHES.

D5 REMOVE SLOPED BULKHEAD IN ITS ENTIRETY. PATCH AND REPAIR

ADJACENT SUFACES AS REQUIRED FOR PROPER INSTALLATION OF

NEW FINISHES.

D6 REMOVE DUCTWORK, LOUVER, AND/OR AIR CONDITIONING WINDOW

UNIT LOCATED WITH IN EXISTING WINDOW SYSTEM. PREPARE

WINDOW FRAME FOR NEW GLAZING INFILL. PATCH AND REPAIR

ADJACENT SUFACES AS REQUIRED FOR PROPER INSTALLATION OF

NEW FINISHES.

D7 EXTERIOR BLOCK WINDOW WALL TO BE REMOVED. PATCH AND

REPAIR ADJACENT SURFACES TO MATCH EXISTING AND/OR AS

REQUIRED FOR PROPER INSTALLATION OF NEW FINISHES.

JJ

MINOR OR

SURGERY RM

RECOVERY RM

CORRIDOR

C1105

A1A1

A2A2

A1A1 A2A2

A1A1

A2A2

7 6 5 4

A

NORTH

PENTHOUSE

BUILDING 30

FIRST LEVEL ROOFFIRST LEVEL ROOF

FIRST LEVEL ROOF

ROOFTOP ACCESS LADDER

EXISTING CONCRETE PAD

EXISTING CONCRETE PAD

CONTRACTOR TO ACCESS

NORTH PENTHOUSE BY

DOOR LOCATED OFF OF

FIRST LEVEL ROOF

NEW CONCRETE PAD

EXTENTION, SEE

STRUCTURAL DRAWINGS

1. SUB-CONTRACTORS ARE TO COORDINATE WORK WITH ALL OTHER TRADES.

2. CONFLICTS BETWEEN NOTES, DETAILS, SPECIFICATIONS, ETC., SHALL BE

VERIFIED WITH THE OWNER'S REPRESENTATIVE OR THE MOST STRINGENT

PROVISIONS SHALL GOVERN.

3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME

NATURE AS SHOWN FOR SIMILAR CONDITIONS. ANY UNCLEAR CONDITIONS

SHALL BE VERIFIED WITH OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION OF THAT AREA.

4. DRAWINGS ARE NOT TO BE SCALED. ANY UNCLEAR DIMENSIONS OR

DIMENSIONAL DISCREPANCIES SHALL BE VERIFIED WITH OWNER'S

REPRESENTATIVE.

5. ALL EXISTING CONDITIONS AND ALL RELATED DIMENSIONS INDICATED IN THE

CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION,

ERECTION, AND/OR CONSTRUCTION. ANY CONDITIONS THAT DIFFER FROM THAT

INDICATED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE

OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO FABRICATION, ERECTION,

AND/OR CONSTRUCTION.

6. CONSTRUCTION MANAGER (CM) / GENERAL CONTRACTOR (GC) TO REVIEW

ENTIRE SET OF CONSTRUCTION DOCUMENTS AND SHALL COORDINATE WORK

BETWEEN ALL TRADES. IF CONFLICTS ARISE DUE TO COORDINATION OF

TRADES, CM / GC IS TO VERIFY CONFLICT WITH OWNER'S REPRESENTATIVE

PRIOR TO CONSTRUCTION / INSTALLATION OF CONFLICTING ITEMS.

7. PATCH ALL EXPOSED INTERIOR AND EXTERIOR WALLS WHERE ATTACHED OR

IMBEDDED ITEMS WERE REMOVED.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATIONS OF THE

WALLS AND CEILINGS FOR NEW FINISHES.

9. MAINTAIN FIRE RATING AT ALL ASSEMBLIES WHERE OPENINGS PENETRATIONS,

EMBEDMENTS, RECESSED EQUIPMENT, ACCESSORIES, ETC. DISRUPT THE

CONTINUITY OF THE RATING

10. ALL DIMENSIONS ARE FROM FACE OF STUD, C.M.U., OR CONCRETE , U.N.O.

11. PROVIDE ISOLATION MATERIAL BETWEEN DISSIMILAR MATERIALS THAT ARE IN

CONTACT WITH ONE ANOTHER

12. PATCH & REPAIR ALL MAJOR & MINOR BLEMISHES AS REQ'D. DUE TO

DEMOLITION WORK. MATCH ADJACENT MATERIAL & COLOR.

13. PROVIDE SOLID, CONTINUOUS, NON COMBUSTIBLE BLOCKING AT LOCATIONS

WHERE MILLWORK, PLUMBING FIXTURES, EQUIP., ETC. ATTACH TO WALL OR

CEILING.

GENERAL NOTES:

N

PARKING

GARAGE

OFFICE 11A

11B

1-B 1-A

KEY PLAN

NOT TO SCALE

architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

N O

T F

O R

C O

N S

T R

U C

T

IO

N

3419 PIERSON PLACE

FLUSHING, MI, 48433

(OFFICE) 810-230-6202

211 E. Water Street, Suite 213L Kalamazoo, MI 49007

269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

Jesse Brown VA Medical Center

820 S. Damen Ave.

Chicago, IL, 60612

C :\R ev it\

\2

8_

A _m ic he lle .b ur ri.

rv t

2/

/2

:3 5:

P

M

A-101

FLOOR PLAN - FIRST & SECOND

LEVEL

S10C AHU

REPLACEMENT

Chicago, Illinois

537-18-142

02/19/2021 TM MZ

100% BID DOCUMENTS200138 J0019

1/4" = 1'-0"

FLOOR PLAN - FIRST LEVEL

1/4" = 1'-0"

FLOOR PLAN - SECOND LEVEL NORTH PENTHOUSE

ARCHITECTURE NOTES

KEY VALUE KEYNOTE TEXT

A1 INFILL ALL ABANDONED WALL PENETRATIONS DUE TO DEMOLITION WORK

WITH WALL CONSTRUCTION TO MATCH EXISTING. MAINTAIN EXISTING

FIRE RATINGS FOR CONTINUOUS COVERAGE.

A2 PATCH AND REPAIR ALL MINOR AND MAJOR BLEMISHES FOUND BETWEEN

THE FINISHED FLOOR AND CEILING AS REQUIRED TO MAKE LIKE NEW.

PREPARE FOR PROPER INSTALLATION OF NEW FINISHES.

A3 PATCH AND REPAIR WALL JAMB AROUND WINDOW TO MATCH EXISTING

WHERE PREVIOUSLY HIDDEN BY SLOPED BULKHEAD.

A4 PROVIDE NEW INSULATED GLAZING TO MATCH EXISTING WHERE

LOUVER, AIR CONDITIONER, AND/OR DUCT WAS PREVIOUSLY REMOVED,

MAKE AIRTIGHT. CONTRACTOR TO VERIFY SIZE AND CONDITION OF

EXISTING GLAZING AND FRAME.

A5 CONTRACTOR TO VERIFY IF WINDOW GLAZING & FRAME ARE

PREVIOUSLY PAINTED. IF CURRENTLY PAINTED, REPAINT TO MATCH

WALL.

D

C

B

A

E.1

4.2

OFFICE

CUBICLE

SPD

SUPERVISOR

ADMIN OFFICE

SYSTEM

ANALYST

CORRIDOR

C3405

STORAGE

ELECTRICAL

CLOSET

34E1

OFFICE

CUBICLE

DIALYSIS RM

A1A1 A2A2

A1A1 A2A2

A1A1 A2A2

A3A3 A4A4

A3A3

A4A4

A1A1

A2A2

A1A1 A2A2

A1A1 A2A2

A1A1 A2A2

A1A1

A5A5

A5A5

A5A5

A4A4

A4A4

A4A4

A-1031

F3

F3F3

F3

S1

A-103

1'

ALIGN

2' - 8"

ABOVE

A-103

ALIGN

INFILL FLOOR WHERE MECHANICAL PIPING

WAS REMOVED, PATCH AND REPAIR

FLOORING TO MATCH EXISTING, PATCH AND

REPAIR EXISTING SECOND LEVEL CEILING AS

REQUIRED FOR NEW WORK

NEW BASE

NEW BASE

F3

A2A2

E

8 7 6 5 4

D

C

B

A

E.1

4.2

WAITING

TEAM RM

LOCKER

RECEPTION

AREA

LOUNGE

UNISEX TOILET

ELECTRICAL

CLOSET

54E1

TOILET

5406A

TREATMENT

BED 5

CORRIDOR

C5405

TREATMENT

BED 1

TREATMENT

BED 4

TREATMENT

BED 3

TREATMENT

BED 2

CLEAN LINEN

5400A

DIRTY LINEN

5400B

A1A1 A2A2A1A1

A2A2

A1A1 A2A2

A1A1 A2A2

A1A1

A2A2

A1A1 A2A2

A1A1 A2A2

A1A1 A2A2

A1A1 A2A2

A1A1 A2A2A1A1

A2A2

A1A1 A2A2 A1A1

A2A2

A1A1 A2A2

EQUIPMENT

STORAGE

1. SUB-CONTRACTORS ARE TO COORDINATE WORK WITH ALL OTHER TRADES.

2. CONFLICTS BETWEEN NOTES, DETAILS, SPECIFICATIONS, ETC., SHALL BE

VERIFIED WITH THE OWNER'S REPRESENTATIVE OR THE MOST STRINGENT

PROVISIONS SHALL GOVERN.

3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME

NATURE AS SHOWN FOR SIMILAR CONDITIONS. ANY UNCLEAR CONDITIONS

SHALL BE VERIFIED WITH OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION OF THAT AREA.

4. DRAWINGS ARE NOT TO BE SCALED. ANY UNCLEAR DIMENSIONS OR

DIMENSIONAL DISCREPANCIES SHALL BE VERIFIED WITH OWNER'S

REPRESENTATIVE.

5. ALL EXISTING CONDITIONS AND ALL RELATED DIMENSIONS INDICATED IN THE

CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION,

ERECTION, AND/OR CONSTRUCTION. ANY CONDITIONS THAT DIFFER FROM THAT

INDICATED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE

OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO FABRICATION, ERECTION,

AND/OR CONSTRUCTION.

6. CONSTRUCTION MANAGER (CM) / GENERAL CONTRACTOR (GC) TO REVIEW

ENTIRE SET OF CONSTRUCTION DOCUMENTS AND SHALL COORDINATE WORK

BETWEEN ALL TRADES. IF CONFLICTS ARISE DUE TO COORDINATION OF

TRADES, CM / GC IS TO VERIFY CONFLICT WITH OWNER'S REPRESENTATIVE

PRIOR TO CONSTRUCTION / INSTALLATION OF CONFLICTING ITEMS.

7. PATCH ALL EXPOSED INTERIOR AND EXTERIOR WALLS WHERE ATTACHED OR

IMBEDDED ITEMS WERE REMOVED.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATIONS OF THE

WALLS AND CEILINGS FOR NEW FINISHES.

9. MAINTAIN FIRE RATING AT ALL ASSEMBLIES WHERE OPENINGS PENETRATIONS,

EMBEDMENTS, RECESSED EQUIPMENT, ACCESSORIES, ETC. DISRUPT THE

CONTINUITY OF THE RATING

10. ALL DIMENSIONS ARE FROM FACE OF STUD, C.M.U., OR CONCRETE , U.N.O.

11. PROVIDE ISOLATION MATERIAL BETWEEN DISSIMILAR MATERIALS THAT ARE IN

CONTACT WITH ONE ANOTHER

12. PATCH & REPAIR ALL MAJOR & MINOR BLEMISHES AS REQ'D. DUE TO

DEMOLITION WORK. MATCH ADJACENT MATERIAL & COLOR.

13. PROVIDE SOLID, CONTINUOUS, NON COMBUSTIBLE BLOCKING AT LOCATIONS

WHERE MILLWORK, PLUMBING FIXTURES, EQUIP., ETC. ATTACH TO WALL OR

CEILING.

GENERAL NOTES:

N

PARKING

GARAGE

OFFICE 11A

11B

1-B 1-A

KEY PLAN

NOT TO SCALE

architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

N O

T F

O R

C O

N S

T R

U C

T

IO

N

3419 PIERSON PLACE

FLUSHING, MI, 48433

(OFFICE) 810-230-6202

211 E. Water Street, Suite 213L Kalamazoo, MI 49007

269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

Jesse Brown VA Medical Center

820 S. Damen Ave.

Chicago, IL, 60612

C :\R ev it\

\2

8_

A _m ic he lle .b ur ri.

rv t

2/

/2

:3 5:

P

M

A-102

FLOOR PLAN - THIRD & FIFTH

LEVEL

S10C AHU

REPLACEMENT

Chicago, Illinois

537-18-142

02/19/2021 TM MZ

100% BID DOCUMENTS200138 J0019

1/4" = 1'-0"

FLOOR PLAN - THIRD LEVEL

1/4" = 1'-0"

FLOOR PLAN - FIFTH LEVEL

ARCHITECTURE NOTES

KEY VALUE KEYNOTE TEXT

A1 INFILL ALL ABANDONED WALL PENETRATIONS DUE TO DEMOLITION WORK

WITH WALL CONSTRUCTION TO MATCH EXISTING. MAINTAIN EXISTING

FIRE RATINGS FOR CONTINUOUS COVERAGE.

A2 PATCH AND REPAIR ALL MINOR AND MAJOR BLEMISHES FOUND BETWEEN

THE FINISHED FLOOR AND CEILING AS REQUIRED TO MAKE LIKE NEW.

PREPARE FOR PROPER INSTALLATION OF NEW FINISHES.

A3 PATCH AND REPAIR WALL JAMB AROUND WINDOW TO MATCH EXISTING

WHERE PREVIOUSLY HIDDEN BY SLOPED BULKHEAD.

A4 PROVIDE NEW INSULATED GLAZING TO MATCH EXISTING WHERE

LOUVER, AIR CONDITIONER, AND/OR DUCT WAS PREVIOUSLY REMOVED,

MAKE AIRTIGHT. CONTRACTOR TO VERIFY SIZE AND CONDITION OF

EXISTING GLAZING AND FRAME.

A5 CONTRACTOR TO VERIFY IF WINDOW GLAZING & FRAME ARE

PREVIOUSLY PAINTED. IF CURRENTLY PAINTED, REPAINT TO MATCH

WALL.

ROOM FINISH GENERAL NOTES

1. DOOR FRAME COLOR CHANGES SHALL OCCUR ON STOP AS IF DOOR IS IN

CLOSED POSITION WITH THE DOOR AND FRAME SHOWING AS ONE COLOR.

2. ALL AREAS EXPOSED TO VIEW ABOVE THE CEILINGS ARE TO BE PAINTED.

REFER TO INTERIORS DOCUMENTS FOR COLOR .

3. ALL EXPOSED STRUCTURAL, PLUMBING, MECHANICAL & ELECTRICAL

ELEMENTS ARE TO BE PAINTED. REFER TO INTERIORS DOCUMENTS FOR

COLOR.

1. SUB-CONTRACTORS ARE TO COORDINATE WORK WITH ALL OTHER TRADES.

2. CONFLICTS BETWEEN NOTES, DETAILS, SPECIFICATIONS, ETC., SHALL BE

VERIFIED WITH THE OWNER'S REPRESENTATIVE OR THE MOST STRINGENT

PROVISIONS SHALL GOVERN.

3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME

NATURE AS SHOWN FOR SIMILAR CONDITIONS. ANY UNCLEAR CONDITIONS

SHALL BE VERIFIED WITH OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION OF THAT AREA.

4. DRAWINGS ARE NOT TO BE SCALED. ANY UNCLEAR DIMENSIONS OR

DIMENSIONAL DISCREPANCIES SHALL BE VERIFIED WITH OWNER'S

REPRESENTATIVE.

5. ALL EXISTING CONDITIONS AND ALL RELATED DIMENSIONS INDICATED IN THE

CONTRACT DOCUMENTS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION,

ERECTION, AND/OR CONSTRUCTION. ANY CONDITIONS THAT DIFFER FROM THAT

INDICATED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE

OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO FABRICATION, ERECTION,

AND/OR CONSTRUCTION.

6. CONSTRUCTION MANAGER (CM) / GENERAL CONTRACTOR (GC) TO REVIEW

ENTIRE SET OF CONSTRUCTION DOCUMENTS AND SHALL COORDINATE WORK

BETWEEN ALL TRADES. IF CONFLICTS ARISE DUE TO COORDINATION OF

TRADES, CM / GC IS TO VERIFY CONFLICT WITH OWNER'S REPRESENTATIVE

PRIOR TO CONSTRUCTION / INSTALLATION OF CONFLICTING ITEMS.

7. PATCH ALL EXPOSED INTERIOR AND EXTERIOR WALLS WHERE ATTACHED OR

IMBEDDED ITEMS WERE REMOVED.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATIONS OF THE

WALLS AND CEILINGS FOR NEW FINISHES.

9. MAINTAIN FIRE RATING AT ALL ASSEMBLIES WHERE OPENINGS PENETRATIONS,

EMBEDMENTS, RECESSED EQUIPMENT, ACCESSORIES, ETC. DISRUPT THE

CONTINUITY OF THE RATING

10. ALL DIMENSIONS ARE FROM FACE OF STUD, C.M.U., OR CONCRETE , U.N.O.

11. PROVIDE ISOLATION MATERIAL BETWEEN DISSIMILAR MATERIALS THAT ARE IN

CONTACT WITH ONE ANOTHER

12. PATCH & REPAIR ALL MAJOR & MINOR BLEMISHES AS REQ'D. DUE TO

DEMOLITION WORK. MATCH ADJACENT MATERIAL & COLOR.

13. PROVIDE SOLID, CONTINUOUS, NON COMBUSTIBLE BLOCKING AT LOCATIONS

WHERE MILLWORK, PLUMBING FIXTURES, EQUIP., ETC. ATTACH TO WALL OR

CEILING.

GENERAL NOTES:

ADMIN OFFICE

FURNITURE NOT

IN CONTRACT

NEW WALL BASE,

MATCH EXISTING

EXISTING WALL BASE

5'

6"

3' - 8 3/4" +/-

GYP. BD. BULKHEAD

A-112

EXISTING WALL CONSTRUCTION TO REMAIN

EXISTING PERIMETER WINDOW

FRAME TO REMAIN

REMOVE EXISTING WINDOW INSIDE

PERIMETER FRAME, PROVIDE INSULATED

METAL PANEL TO SURROUND DUCT

PENETRATION AND TO FULLY INFILL

PERIMETER WINDOW FRAME. MAKE

WATER AND AIR TIGHT

BACKER ROD AND SEALANT

ALIGN GYP. BD. W/ EDGE OF

CENTER MULLION

EXISTING CENTER MULLION TO REMAIN

BREAK METAL TRIM, PAINT TO

MATCH WINDOW MULLION

WALL BELOW

SLOPED SILL TO REMAIN

PARTIAL HEIGHT STUD, WINDOW

SILL TO WINDOW HEAD

FULL HEIGHT STUD, FLOOR TO DECK ABOVE

PARTIAL HEIGHT WALL

DUCT PENETRATION - SEE MECHANICAL

DRAWINGS

EXISTING TO REMAIN

GLASS BLOCK TO BE

DEMOLISHED

MECHANICAL DUCT -

SEE MECHANICAL

DRAWINGS

INFILL WALL W/ BRICK

& CMU. MATCH

EXISTING. KEEP

EXISTING FIRE RATING

EXISTING STUD &

FURRING WALL TO

BE DEMOLISHED,

EXISTING BLOCK TO

REMAIN

EXISTING TO REMAIN

NEW JAMB & SILL

FLASHING

O V

E R

LA

P

8" M

IN

SELF-ADHERED

VAPOR BARRIER

BACKER ROD AND SEALANT,

ENTIRE PERIMETER

N

PARKING

GARAGE

OFFICE 11A

11B

1-B 1-A

KEY PLAN

NOT TO SCALE

architecture · engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

N O

T F

O R

C O

N S

T R

U C

T

IO

N

3419 PIERSON PLACE

FLUSHING, MI, 48433

(OFFICE) 810-230-6202

211 E. Water Street, Suite 213L Kalamazoo, MI 49007

269.216.0222

VA STATION

Defining

EXCELLENCE

in the 21st Century

HEALTH

CARE

Jesse Brown VA Medical Center

820 S. Damen Ave.

Chicago, IL, 60612

C :\R ev it\

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ROOM FINISH & MATERIALS

SCHEDULES

S10C AHU

REPLACEMENT

Chicago, Illinois

537-18-142

02/19/2021 TM MZ

100% BID DOCUMENTS200138 J0019

MATERIALS SCHEDULE

MARK MANUFACTURER STYLE PATTERN & COLOR

FINISH

NOTES MATERIAL

RB-1 Match Existing Match Existing Match Existing Match Existing Match Existing

ACOUSTICAL CEILING PANEL

ACP-1 Armstrong Ceilings

PAINT

P-1 Benjamin Moore

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME

FLOOR WALL DOOR

FRAME

CEILING

FINISH NOTESFINISH BASE NORTH SOUTH EAST WEST FINISH BULKHEAD

01.0

1108 RECOVERY RM Existing Existing P-1 P-1 P-1 P-1 ACP-1

1109 MINOR OR SURGERY RM Existing Existing P-1 P-1 P-1 P-1 ACP-1

C1105 CORRIDOR Existing Existing P-1 P-1 P-1 P-1 ACP-1

02.0 NORTH PENTHOUSE

2400 NORTH PENTHOUSE

BUILDING 30

Existing Existing Existing Existing Existing Existing Existing

03.0

34E1 ELECTRICAL CLOSET Existing Existing Existing Existing Existing Existing Exposed

3400 OFFICE CUBICLE Existing Existing P-1 P-1 P-1 P-1 ACP-1

3401 SPD SUPERVISOR Existing Existing P-1 P-1 P-1 P-1 ACP-1

3403 ADMIN OFFICE Existing Existing P-1 P-1 P-1 P-1 ACP-1

3404 SYSTEM ANALYST Existing Existing P-1 P-1 P-1 P-1 ACP-1

3406 STORAGE Existing Existing P-1 P-1 P-1 P-1 ACP-1

3407 OFFICE CUBICLE Existing Existing P-1 P-1 P-1 P-1 ACP-1

3408 DIALYSIS RM Existing Existing P-1 P-1 P-1 P-1 ACP-1

C3405 CORRIDOR Existing Existing P-1 P-1 P-1 P-1 ACP-1

05.0

54E1 ELECTRICAL CLOSET Existing Existing Existing Existing Existing Existing Exposed

5400 TREATMENT BED 2 Existing Existing P-1 P-1 P-1 P-1 ACP-1

5400A CLEAN LINEN Existing Existing P-1 P-1 P-1 P-1 ACP-1

5400B DIRTY LINEN Existing Existing P-1 P-1 P-1 P-1 ACP-1

5401 TREATMENT BED 3 Existing Existing P-1 P-1 P-1 P-1 ACP-1

5402 TREATMENT BED 4 Existing Existing P-1 P-1 P-1 P-1 ACP-1

5403 TREATMENT BED 5 Existing Existing P-1 P-1 P-1 P-1 ACP-1

5404 TREATMENT BED 1 Existing Existing P-1 P-1 P-1 P-1 ACP-1

5406 RECEPTION AREA Existing Existing P-1 P-1 P-1 P-1 ACP-1

5406A TOILET Existing Existing P-1 P-1 P-1 P-1 ACP-1

5408 UNISEX TOILET Existing Existing P-1 P-1 P-1 P-1 ACP-1

5410 WAITING Existing Existing P-1 P-1 P-1 P-1 ACP-1

5411 LOUNGE Existing Existing P-1 P-1 P-1 P-1 ACP-1

5412 LOCKER Existing Existing P-1 P-1 P-1 P-1 ACP-1

5413 TEAM RM Existing Existing P-1 P-1 P-1 P-1 ACP-1

5414 EQUIPMENT STORAGE Existing Existing P-1 P-1 P-1 P-1 ACP-1

C5405 CORRIDOR Existing Existing P-1 P-1 P-1 P-1 ACP-1

Revisions: Date:

1/2" = 1'-0"A-102

1 3403 ADMIN OFFICE WEST WALL

1 1/2" = 1'-0"A-102

3 BRICK INFILL DETAIL

1 1/2" = 1'-0"A-102

2 BRICK INFILL DETAIL

B

A

4.2

MINOR OR

SURGERY RM

RECOVERY RM

CORRIDOR

C1105 8' -

0"

MATCH E

XIS

TIN

G

PATCH CEILING TO MATCH

EXISTING.

REFLECTED CEILING PLAN…