Hines Finance Center - Drawings 6-14-2021.pdf

HINES FINANCE

CENTER

7,325 SQFT

599 SQFT

BREAK

ROOM

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing Number

Drawing # OF

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:ARCHITECT / ENGINEER:

SPUR SBBL COLLABORATIVE JV, INC

100 N. STONE AVENUE, STE 1102

TUCSON, AZ 85701

(405) 842-6100

IL ARCH. LICENSE NO.: 001023503 EXP. 11/30/22

IL MECH. ENGR. LICENSE NO.: 062.071715 EXP. 11/30/21

IL ELECT. ENGR. LICENSE NO.: 062.072296 EXP. 11/30/21

/1

/2

:4 :4

P

M

GI-000

COVER SHEET

JET 1 29TAB

100% DESIGN

HINES FINANCE CENTER

VA PROJECT NUMBER: 201VB3032

HINES FINANCE CENTER

06/14/2021

201VB3032

STATION 201, BLDG 215, STE 200X

1ST AVENUE NORTH 22ND STREET

HINES, IL 60141

VETERAN BENEFITS ADMINISTRATION

STATION 201, BLDG 215, STE 200X

1ST AVENUE NORTH 22ND STREET

HINES, IL 60141

100% DESIGN

SHEET INDEX

SEQ NUMBER SHEET NAME

[01] GENERAL

1 GI-000 COVER SHEET

2 GI-001 GENERAL INFORMATION

3 GI-011 LEVEL 2 - LIFE SAFETY PLAN

[02] ARCHITECTURAL

4 AD-100 LEVEL 2 - DEMOLITION FLOOR PLAN

5 AD-200 LEVEL 2 - DEMOLITION REFLECTED CEILING PLAN

6 AE-100 LEVEL 2 - FLOOR PLAN - DIMENSION PLAN

7 AE-101 LEVEL 2 - FLOOR PLAN - FF&E

8 AE-102 LEVEL 2 - FLOOR PLAN - FLOOR FINISH

9 AE-200 LEVEL 2 - REFLECTED CEILING PLAN

10 AE-300 INTERIOR ELEVATIONS

11 AE-301 ARCHITECTURAL DETAILS

[03] FIRE PROTECTION

12 FP-100 LEVEL 2 - FIRE PROTECTION PLAN

[04] MECHANICAL

13 MP-000 MECHANICAL AND PLUMBING LEGEND AND ABBREVIATIONS

14 MD-100 LEVEL 2 - MECHANICAL HVAC DEMOLITION PLAN

15 MH-100 LEVEL 2 - MECHANICAL HVAC ZONING PLAN

16 MH-101 LEVEL 2 - MECHANICAL HVAC DUCT PLAN AND SCHEDULES

17 MH-102 LEVEL 2 - MECHANICAL HVAC PIPING PLAN

18 MH-200 MECHANICAL DETAILS

19 MH-300 MECHANICAL CONTROLS

[05] PLUMBING

20 P-100 LEVEL 2 - BREAK ROOM PLUMBING ENLARGED PLAN

[06] ELECTRICAL

21 E-000 ELECTRICAL LEGEND AND ABBREVIATIONS

22 EPD-101 LEVEL 2 - ELECTRICAL POWER DEMOLITION PLAN

23 EPD-102 LEVEL 2 - ELECTRICAL LIGHTING DEMOLITION PLAN

24 EP-101 LEVEL 2 - ELECTRICAL POWER PLAN

25 EP-102 LEVEL 2 - ELECTRICAL LIGHTING PLAN

26 EP-103 LEVEL 2 - ELECTRICAL DATA AND SECURITY PLAN

27 EP-300 ELECTRICAL ONE-LINE DIAGRAM AND DETAILS

28 EP-301 EXISTING PANEL SCHEDULES

29 EP-302 NEW PANEL SCHEDULES

TOTAL SHEETS: 29

PROJECT LOCATION

EDWARD HINES, JR. VA MEDICAL CENTER CAMPUS

N

PROJECT LOCATION

PROJECT SCOPE AREA

BUILDING 215 - LEVEL 2

N

No. REVISION DESCRIPTION DATE

Date

06/14/2021

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

4' -0

M

A X

4' -0

M

A X

2' -1

0" M

A X

2' -3

M

IN

1'-6" MIN

1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT

BLOCKING FOR ALL WALL MOUNTED ACCESSORIES,

FIXTURES, AND EQUIPMENT.

2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN

COUNTERTOPS @ 36"-48" MAX ON CENTER.

3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER

FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.

4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL

FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR

FIXTURE TYPES USED IN THIS PROJECT.

5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,

BACKING TO BE PROVIDED AS SHIM FOR FLUSH

APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.

6" MAX

9" M

IN

SHOWER

TOILET ROOM

TURNING RADIUS

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

"M A

X

WASTE

RECEPTACLE

LAVATORY

WITH MIRROR

ON CENTER

WALL

4' -0

M

A X

SOAP

DISPENSER

2' -1

0" M

A X

T O

B .O

. R E

F

LE

C T

IV

E

S U

R F

A C

E

3' -4

"M A

X

17 MIN

2' -3

M

IN

3' -0

M

A X

1'-6" MIN

WALL

2' -9

3' -1

/3 2"

M

IN

2'-0" MIN

8" MIN

WALL

LAVATORY

WITH APRON

1' -5

M

A X

1'-6" MIN

URINAL

WALL

1'-5" - 1'-7" (AMBULATORY)

1'-4" - 1'-6" (WHEELCHAIR)

CLEAR FLOOR

5'-6"

CLEAR FLOOR

6'-0"

3'-0" MIN

2' -9

3' -0

1'-0" MIN

3'-6" MIN 1'-0"MAX

4'-6" MIN

1' -5

'-7

1' -6

M

IN

A N

S I I

C C

A

7.

1)

1' -3

M

IN

A D

A /A

B A

2' -9

'-0

WALL

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

WALL

FINISHED FLOOR

FIRE EXTINGUISHER

CABINET

WEIGHT > 40LBS

FIRE EXTINGUISHER

CABINET

WEIGHT < 40LBS

4' -0

"M A

X

4' -0

M

A X

TOILET SEAT

COVER

DISPENSER

BABY

CHANGING

STATION

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

HANDRAILS AND

BUMPERGUARDS

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

18" MIN

M

IN

FRONT APPROACH,

PULL SIDE

36" MIN

M

IN

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PULL SIDE

*12" MIN48

M

IN

FRONT APPROACH,

PUSH SIDE

M

IN

HINGE APPROACH,

PUSH SIDE

22" MIN 24" MIN

*4 8"

M

IN

LATCH APPROACH,

PULL SIDE

24" MIN*4

2"

M

IN

LATCH APPROACH,

PUSH SIDE

*IF BOTH CLOSER

AND LATCH ARE

PROVIDED

*54" MIN IF CLOSER

IS PROVIDED

*48" IF CLOSER IS

PROVIDED

FRONT APPROACH,

PUSH SIDE

M

IN

42" MIN

DOOR AND FIXTURE CLEARANCES

MATERIALS LEGEND

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• 2019 ADMINISTRATIVE PROVISIONS OF THE CHICAGO CONSTRUCTION CODES (14A)

• 2019 CHICAGO BUILDING CODE (14B)

• 2019 CHICAGO CONVEYANCE DEVICE CODE (14C)

• 2019 CHICAGO ELECTRICAL CODE (14E)

• 2019 INTERIM CHICAGO FIRE PREVENTION CODE (14F)

• 2019 INTERIM CHICAGO FUEL GAS CODE (14G)

• 2019 INTERIM CHICAGO MECHANICAL CODE (14M)

• 2019 CHICAGO ENERGY CONSERVATION CODE (14N)

• 2019 INTERIM CHICAGO PLUMBING CODE (14P)

• 2019 CHICAGO BUILDING REHABILITATION CODE (14R)

• 2019 CHICAGO MINIMUM REQUIREMENTS FOR EXISTING BUILDINGS (14X)

• 2017 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2021 INTERNATIONAL FIRE CODE

• 2021 NFPA 5000 BUILDING CONSTRUCTION AND SAFETY CODE

• 2019 NFPA 900 BUILDING ENERGY CODE

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2019 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES

• 2019 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY

(THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

N

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE ENTIRE DOCUMENT

SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY WORK, TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND EXISTING STRUCTURAL CONDITIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK AREAS

FROM THE EXISTING FACILITIES.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND REPAIR ANY

DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.

9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS, BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO

THE GOVERNMENT.

11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING AND APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE TO FACILITY OPERATIONS. INTERRUPTION TIME MAY BE APPROVED TO OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULED INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION DOCUMENTS.

GENERAL NOTES

AREA NAME

150 SF

A101

A101

SIM

A

00.0

A101

1 1

A101

LEVEL NAME

00'-00"

00'-00" 4B

3A

FIBERGLASS BATT

INSULATION

RIGID INSULATION

CONCRETE / PRECAST

CONCRETE

EARTH / SOIL

SAND, EIFS FINISH, OR

PLASTER FINISH

GYPSUM BOARD FINISH

BRICK

CONCRETE MASONRY

UNIT

STONE / CAST STONE

GYPSUM BOARD SECTION

EXTERIOR SHEATHING

BOARD SECTION

PLYWOOD SECTION

ROOM NAME

000A

150 SF

/1 A101

X0000

6"

3' -0

M

A X

ROOM TAG

AREA TAG

SPECIALTY EQUIPMENT TAG

DOOR TAG

KEYED NOTE TAG

WALL TAG

WINDOW TAG

A101

SIM

A101

SIM

A

ACST ACOUSTIC

ADA AMERICANS WITH DISABILITIES ACT

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADDN ADDITION

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AE ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

C

CAB CABINET

CAV CAVITY

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR COLOR

CO CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTRACTOR PROVIDED

CP/CI CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CSWK CASEWORK

CTR CENTER

CU FT CUBIC FEET

D

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EQ EQUAL

EX EXISTING

EXP EXPOSED

EXT EXTERIOR

F

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FT FEET

FTG FOOTING

FV FIELD VERIFY

G

GR FL GROUND FLOOR

H

HDW HARDWARE

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HORIZ HORIZONTAL

HT HEIGHT

I

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J

J-BOX JUNCTION BOX

L

LAV LAVATORY

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIN LINEAR

LOC LOCATION

LT LIGHT

LVR LOUVER

M

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

PA PUBLIC ADDRESS

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

R

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RFG ROOFING

RM ROOM

RO ROUGH OPENING

RV ROOF VENT

S

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

STD STANDARD

STOR STORAGE

T

TEL TELEPHONE

TEMP TEMPORARY

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

VC VA PROVIDED / CONTRACTOR

INSTALLED

VV VA PROVIDED / VA INSTALLED

W

W/ WITH

W/O WITHOUT

W/C WATER CLOSET

WC WHEELCHAIR

WPM WATERPROOF MEMBRANE

X

X BRACE CROSS BRACE

REFERENCE SYMBOLS IDENTIFICATION TAGS

NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.

GRID HEAD AND

LINE

LEVEL INDICATOR

MATCH LINE AND

VIEW REFERENCE

NORTH ARROW W/

PROJECT NORTH

SPOT ELEVATION

DETAIL

SECTION

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

WALL

SECTION

BUILDING

SECTION

DETAIL

ELEVATION

INTERIOR

ELEVATION

BUILDING

ELEVATION

1 1

6'- 0"

5'- 0"

BARIATRIC TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ ADA LAVATORY

CLEAR FLOOR SPACE @ ADA

DRINKING FOUNTAIN

4 7/256"

6 1/32"

3"

6" 1'

-6

6" MAX

7" - 9" 11" MIN

17" - 25"

M

IN

6' -0

(ANSI ICC A117.1)

39"- 41"

(A N

S I I

C C

A

7.

1)

M

IN

(A N

S I I

C C

A

7.

1)

1"

3' -6

M

A X

5' -0

M

A X th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing Number

Drawing # OF

VA Health Care System Approval:

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:ARCHITECT / ENGINEER:

SPUR SBBL COLLABORATIVE JV, INC

100 N. STONE AVENUE, STE 1102

TUCSON, AZ 85701

(405) 842-6100

IL ARCH. LICENSE NO.: 001023503 EXP. 11/30/22

IL MECH. ENGR. LICENSE NO.: 062.071715 EXP. 11/30/21

IL ELECT. ENGR. LICENSE NO.: 062.072296 EXP. 11/30/21

/1

/2

:4 :4

P

M

GI-001

GENERAL INFORMATION

JET 2 29TAB

100% DESIGN

HINES FINANCE CENTER

06/14/2021

201VB3032

STATION 201, BLDG 215, STE 200X

1ST AVENUE NORTH 22ND STREET

HINES, IL 60141

No. REVISION DESCRIPTION DATE

FEC FIRE EXTINGUISHER CABINET, RECESSED

EXIT LIGHT / SIGN

BUILDING EXIT

EGRESS PATH

AREA IS NOT IN CONTRACT

EXISTING WALLS TO REMAIN

NEW CONSTRUCTION WALLS

AED AUTOMATED EXTERNAL DEFIBRILLATOR (AED)

CABINET, RECESSED

CHICAGO BUILDING CODE (14B)

BUILDING HEIGHT:

2 STORIES, 36'-0" HEIGHT

BUILDING AREA:

AREA LIMITATION: 60,000 SF PER FLOOR (TABLE 506.2)

LEVEL 2 7650 SF

TOTAL 7650 SF

BUILDING IS EQUIPPED WITH A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

CONSTRUCTION TYPE: (602.2): TYPE IIB (000)

FIRE RESISTANCE RATINGS (TABLE 601):

• COLUMNS: 0 HR

• BEAM, GIRDERS, TRUSSES: 0 HR

• FLOOR/CEILING ASSEMBLIES: 0 HR

• ROOF/CEILING ASSEMBLIES: 0 HR

• EXTERIOR NON-BEARING WALLS: 0 HR

• INTERIOR NON-BEARING WALLS: 0 HR

FIRE-RESISTIVE REQUIREMENTS:

• NON COMBUSTIBLE MATERIALS FOR STRUCTURAL FRAME, FLOORS, ROOF DECK, EXTERIOR

NON-BEARING WALLS, INTERIOR NON-BEARING WALLS (U.N.O. AT EXTERIOR)

CHAPTER 38: NEW BUSINESS OCCUPANCY

OCCUPANT LOADS (TABLE 1004.5):

• SECOND FLOOR BUSINESS USE = 100 SF/PERSON

• SECOND FLOOR WAITING AREAS WITHOUT FIXED SEATING = 15 SF/PERSON

• SECOND FLOOR ACCESSORY STORAGE = 300 SF/PERSON

OCCUPANT LOAD: 125 OCCUPANTS

SHAFTS MINIMUM 1-HOUR RATING (8.6.5)

DEAD END CORRIDOR MAXIMUM DISTANCE: 50' (1020.4 EXCEPTION 2)

MAXIMUM COMMON PATH OF TRAVEL: 115' (TABLE 1006.2.1)

MAXIMUM TRAVEL DISTANCE: 300' (TABLE 1017.2)

CORRIDOR MINIMUM FIRE RATING: 0 HR (TABLE 1020.1)

ALL EXIT DOORS PROVIDED ARE 36" LEAF MINIMUM YIELDING 34" CLEAR EXIT WIDTH.

- 0.15"/PERSON (IBC 1005.3.2, EXCEPTION 1) ALLOWS 226 OCCUPANT LOAD PER DOOR MAX.

STAIR WIDTH PROVIDED IS 44"

- .3"/PERSON (1005.3.1) ALLOWS 146 OCCUPANT LOAD AT STAIR 1 MAX.

- .3"/PERSON (1005.3.1) ALLOWS 146 OCCUPANT LOAD AT STAIR 2 MAX.

PROTECTED AREAS:

- STORAGE ROOMS - PER VA FIRE PROTECTION DESIGN MANUAL 3.1.A AND PER NFPA 101: 38.3.2.1

AND 8.7-SMOKE PARTITIONS WITH SPRINKLER PROTECTION ARE REQUIRED AND PROVIDED.

SMOKE COMPARTMENTALIZATION:

- NOT REQUIRED FOR BUSINESS OCCUPANCIES, NOT PROVIDED.

FIRE ALARM SYSTEM:

- REQUIRED / PROVIDED MANUAL SYSTEM.

STANDPIPES:

- NOT REQUIRED / NOT PROVIDED.

A

B

D

E

6 7 8

10 11 12

STAIR 1

MECHANICAL ROOM

6'-0"

6'-6"

25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

'-0

5'

-0

5'-0"

6'-6"

PROVIDE CAVITY DIVIDER UNDER ACCESS

FLOORING TO CONFIRM SMOKE SEPARATION

AT EXISTING EGRESS STAIR.

F

G

H

I

J

K

STAIR 2

ELEV.

T R

A V

E L

D

IS

T A

N C

E

3'

-0

T R

A V

E L

D

IS

T A

N C

E

6'

-0

TRAVEL DISTANCE - 72'-0"

5' -0

5' -0

6'-4 1/2"

FEC

FEC

FEC

AED

CONFERENCE

200.05

OPEN OFFICE A

200.17

DEPUTY

200.07

DEPUTY

200.08

DEPUTY

200.09

DEPUTY

200.10

COLLAB

200.11

CHIEF

200.12

CHIEF

200.13

CHIEF

200.14

CHIEF

200.15

OPEN OFFICE B

200.16

OPEN OFFICE A

200.17

BREAK ROOM

200Q

MANAGEMENT

ANALYST

200.18

RECEPTION

200.01

CHIEF

200.02

CHIEF

200.03

COLLAB

200.04

DIRECTOR

200.06

STOR

200.05.1

STOR

200.17.1

STOR

200.16.1

TRAVEL DISTANCE - 143'-0"

TRAVEL DISTANCE - 146'-0"

250'-0" th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing Number

Drawing # OF

VA Health Care System Approval:

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:ARCHITECT / ENGINEER:

SPUR SBBL COLLABORATIVE JV, INC

100 N. STONE AVENUE, STE 1102

TUCSON, AZ 85701

(405) 842-6100

IL ARCH. LICENSE NO.: 001023503 EXP. 11/30/22

IL MECH. ENGR. LICENSE NO.: 062.071715 EXP. 11/30/21

IL ELECT. ENGR. LICENSE NO.: 062.072296 EXP. 11/30/21

/1

/2

:4 :5

P

M

GI-011

LEVEL 2 - LIFE SAFETY PLAN

JET 3 29TAB

100% DESIGN

HINES FINANCE CENTER

06/14/2021

201VB3032

STATION 201, BLDG 215, STE 200X

1ST AVENUE NORTH 22ND STREET

HINES, IL 60141

LIFE SAFETY LEGEND

LIFE SAFETY REQUIREMENTS

N 3/32" = 1'-0"

BUILDING 215 - LEVEL 2 - LIFE SAFETY PLAN1

ROOM SCHEDULE - LIFE SAFETY

NUMBER NAME AREA OCCUPANCY TYPE LOAD FACTOR OCCUPANT LOAD

200.01 RECEPTION 262 SF WAITING AREA 15 18

200.02 CHIEF 108 SF BUSINESS 100 2

200.03 CHIEF 111 SF BUSINESS 100 2

200.04 COLLAB 88 SF BUSINESS 100 1

200.05 CONFERENCE 893 SF BUSINESS 100 9

200.05.1 STOR 35 SF ACESSORY STORAGE 300 1

200.06 DIRECTOR 203 SF BUSINESS 100 2

200.07 DEPUTY 141 SF BUSINESS 100 2

200.08 DEPUTY 142 SF BUSINESS 100 2

200.09 DEPUTY 141 SF BUSINESS 100 2

200.10 DEPUTY 142 SF BUSINESS 100 2

200.11 COLLAB 193 SF BUSINESS 100 2

200.12 CHIEF 116 SF BUSINESS 100 2

200.13 CHIEF 116 SF BUSINESS 100 2

200.14 CHIEF 115 SF BUSINESS 100 2

200.15 CHIEF 116 SF BUSINESS 100 2

200.16 OPEN OFFICE B 1047 SF BUSINESS 100 10

200.16.1 STOR 47 SF ACESSORY STORAGE 300 1

200.17 OPEN OFFICE A 1467 SF BUSINESS 100 15

200.17.1 STOR 21 SF ACESSORY STORAGE 300 1

200.17.2 PRINT 69 SF BUSINESS 100 1

200.18 MANAGEMENT ANALYST 355 SF BUSINESS 100 4

200Q BREAK ROOM 599 SF UNCONCENTRATED

ASSEMBLY

15 40

TOTAL 6530 SF

No. REVISION DESCRIPTION DATE

125 OCCUPANTS

DN

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND

NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION

SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS

AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. USE CONSTRUCTION BARRIERS AS REQUIRED TO MITIGATE DUST AND DEBRIS

THROUGHOUT DEMOLITION AND CONSTRUCTION. DO NOT REMOVE BARRIERS

FROM WORK AREA UNTIL COMPLETED PROJECT AREA HAS BEEN INSPECTED BY

THE SAFETY OFFICER.

4. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERINGS TO PROTECT

EXISTING FLOOR, WALL AND CEILING FINISHES IN EXISTING AREAS NOT

DESIGNATED FOR DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK OR ANY

SUBCONTRACTOR.

5. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE

INSTALLED IN EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER

CONSTRUCTED ITEMS AND MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON

DRAWINGS. IF DISCREPANCIES OCCUR DUE TO EXISTING CONDITIONS, CONSULT

WITH THE ARCHITECT BEFORE PROCEEDING.

6. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES

OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS,

WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.

7. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK

MIGHT NEED TO BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT

BUILDING. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF

WORK. COORDINATE ACCESS TO ROOMS OUTSIDE OF SCOPE WITH OWNER.

8. CAREFULLY REMOVE AND RETAIN ANY EXISTING ARTWORK AND RETURN TO

OWNER FOR REINSTALLATION.

9. SPRINKLER CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE OPERATION,

LOCATION AND ROUTING OF THE EXISTING SPRINKLER SYSTEM, INCLUDING

RELATED PIPING SYSTEMS, COMPONENTS, SPRINKLERS AND ACCESSORIES PRIOR

TO START OF PROJECT.

10. EXISTING SPRINKLER SYSTEMS TO BE MODIFIED TO CONFORM TO THE NEW

LAYOUT. ALL EXISTING SPRINKLERS, REMOVED OR DISTURBED IN RENOVATION

AREAS, SHALL BE DISPOSED OF AND REPLACED WITH NEW SPRINKLERS.

A

B

D

E

6 7 8 9 10 11 12

MECH.

200R

STAIR

200O

BREAK ROOM

200Q

2.02

2.02 2.02

2.02

2.02

2.02

2.02

2.02

2.02

2.02

2.02

2.02

2.02

2.02

2.02

2.022.02

2.02

2.032.03

2.032.03

2.03

2.03

2.03

2.03

2.03

2.03

2.04

2.02

25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"

150'-0"

'-0

'-0

'-0

'-0

2.05

75'-0"

'-0

'-0

'-0

'-0

2.02 2.02

2.02

2.02

2.04

2.05

2.042.04

2.052.05

2.042.04

2.052.05

2.07

2.03

2.08

2.08

2.08

2.08

2.08

2.092.09

2.092.09

2.092.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.102.102.102.10 2.112.11

2.042.04

2.052.05

2.042.04

2.052.05

2.09 2.09

2.09

2.12

2.12 2.12 2.12

2.12

2.12

2.12

ALL EXISTING FURNITURE, FIXTURES, AND

EQUIPMENT IN THIS AREA TO BE STORED

AND PROTECTED FOR REUSE.

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

PREPARE WALL SURFACES IN THIS AREA

TO RECEIVE NEW PAINT.

EXISTING ACCESS FLOORING TO REMAIN IN

THIS AREA. PREPARE ACCESS PANELS TO

RECEIVE NEW FINISH FLOORING.

2.09

2.09

2.09

2.09

25'-0"25'-0"25'-0"

2.09

2.09

2.092.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

2.09

AREA IS NOT IN CONTRACT

EXISTING WALLS TO REMAIN

EXISTING DOOR AND FRAME TO REMAIN

X.XX KEYNOTE; REFERENCE KEYNOTE LEGEND

EXISTING WALLS TO BE DEMOLISHED

EXISTING DOOR AND FRAME TO BE DEMOLISHED

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing Number

Drawing # OF

VA Health Care System Approval:

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:ARCHITECT / ENGINEER:

SPUR SBBL COLLABORATIVE JV, INC

100 N. STONE AVENUE, STE 1102

TUCSON, AZ 85701

(405) 842-6100

IL ARCH. LICENSE NO.: 001023503 EXP. 11/30/22

IL MECH. ENGR. LICENSE NO.: 062.071715 EXP. 11/30/21

IL ELECT. ENGR. LICENSE NO.: 062.072296 EXP. 11/30/21

/1

/2

:4 :2

P

M

AD-100

LEVEL 2 - DEMOLITION FLOOR PLAN

JET 4 29TAB

100% DESIGN

HINES FINANCE CENTER

06/14/2021

201VB3032

STATION 201, BLDG 215, STE 200X

1ST AVENUE NORTH 22ND STREET

HINES, IL 60141

GENERAL DEMOLITION NOTES

N 1/8" = 1'-0"

LEVEL 2 - DEMOLITION FLOOR PLAN1

DEMOLITION KEYNOTE LEGEND

2.02 REMOVE EXISTING WALL AS REQUIRED FOR NEW CONSTRUCTION

2.03 REMOVE EXISTING DOOR AND FRAME

2.04 REMOVE EXISTING ACCESS FLOORING SYSTEM AND PREP EXISTING FLOOR

SURFACE FOR NEW ACCESS FLOORING SYSTEM

2.05 REMOVE EXISTING WALL BASE AND FINISHES, PREP WALL SURFACE FOR NEW

WALL BASE AND FINISHES.

2.07 REMOVE DOOR AND RETAIN. REMOVE AND PROTECT GLASS WITH ETCHED SEAL

LOGO TO BE REINSTALLED IN WINDOW AS PART OF THE RENOVATION DESIGN.

2.08 REMOVE EXISTING STORAGE CABINETS AND RETAIN FOR REUSE IN RENOVATION

DESIGN.

2.09 REMOVE EXISTING WORKSTATIONS IN ENTIRETY.

2.10 REMOVE AND RETAIN PRINTER FOR REUSE IN RENOVATION DESIGN.

2.11 REMOVE AND RETAIN BIN FOR REUSE IN RENOVATION DESIGN.

2.12 REMOVE AND RETAIN ALL ARTWORK AND RETURN TO OWNER FOR

REINSTALLATION.

DEMOLITION FLOOR PLAN LEGEND

No. REVISION DESCRIPTION DATE

A

B

D

E

6 7 8 9 10 11 12

2.202.202.202.20

2.20

MECH.

200R

STAIR

200O

BREAK ROOM

200Q

25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"

150'-0"

'-0

'-0

'-0

'-0

'-0

'-0

'-0

EXISTING CEILING AND

FIXTURES TO REMAIN

IN THIS AREA ONLY

2.20

2.20

2.20 2.20

2.20

2.20

2.20

2.20

EXISTING EXIT LIGHT

EXISTING ACOUSTICAL

CEILING GRID AND TILES

EXISTING LIGHT FIXTURE

EXISTING RETURN AIR GRILLE

EXISTING SUPPLY AIR DIFFUSER

EXISTING EXHAUST AIR GRILLE

EXISTING DAYLIGHT SENSORS

AREA IS NOT IN CONTRACT

KEYNOTE; REFERENCE KEYNOTE LEGEND

EXISTING AUDIO / VISUAL FIRE ALARM

X.XX

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND

NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION

SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS

AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. USE CONSTRUCTION BARRIERS AS REQUIRED TO MITIGATE DUST AND DEBRIS

THROUGHOUT DEMOLITION AND CONSTRUCTION. DO NOT REMOVE BARRIERS

FROM WORK AREA UNTIL COMPLETED PROJECT AREA HAS BEEN INSPECTED BY

THE SAFETY OFFICER.

4. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERINGS TO PROTECT

EXISTING FLOOR, WALL AND CEILING FINISHES IN EXISTING AREAS NOT

DESIGNATED FOR DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK OR ANY

SUBCONTRACTOR.

5. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE

INSTALLED IN EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER

CONSTRUCTED ITEMS AND MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON

DRAWINGS. IF DISCREPANCIES OCCUR DUE TO EXISTING CONDITIONS, CONSULT

WITH THE ARCHITECT BEFORE PROCEEDING.

6. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES

OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS,

WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.

7. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK

MIGHT NEED TO BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT

BUILDING. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF

WORK. COORDINATE ACCESS TO ROOMS OUTSIDE OF SCOPE WITH OWNER.

8. CAREFULLY REMOVE AND RETAIN ANY EXISTING ARTWORK AND RETURN TO

OWNER FOR REINSTALLATION.

9. SPRINKLER CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE OPERATION,

LOCATION AND ROUTING OF THE EXISTING SPRINKLER SYSTEM, INCLUDING

RELATED PIPING SYSTEMS, COMPONENTS, SPRINKLERS AND ACCESSORIES PRIOR

TO START OF PROJECT.

10. EXISTING SPRINKLER SYSTEMS TO BE MODIFIED TO CONFORM TO THE NEW

LAYOUT. ALL EXISTING SPRINKLERS, REMOVED OR DISTURBED IN RENOVATION

AREAS, SHALL BE DISPOSED OF AND REPLACED WITH NEW SPRINKLERS.

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing Number

Drawing # OF

VA Health Care System Approval:

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:ARCHITECT / ENGINEER:

SPUR SBBL COLLABORATIVE JV, INC

100 N. STONE AVENUE, STE 1102

TUCSON, AZ 85701

(405) 842-6100

IL ARCH. LICENSE NO.: 001023503 EXP. 11/30/22

IL MECH. ENGR. LICENSE NO.: 062.071715 EXP. 11/30/21

IL ELECT. ENGR. LICENSE NO.: 062.072296 EXP. 11/30/21

/1

/2

:4 :2

P

M

AD-200

LEVEL 2 - DEMOLITION REFLECTED

CEILING PLAN

JET 5 29TAB

100% DESIGN

HINES FINANCE CENTER

06/14/2021

201VB3032

STATION 201, BLDG 215, STE 200X

1ST AVENUE NORTH 22ND STREET

HINES, IL 60141

N 1/8" = 1'-0"

LEVEL 2 - DEMOLITION CEILING PLAN1

DEMOLITION KEYNOTE LEGEND

2.20 REMOVE EXISTING CEILING TILE AND GRID SYSTEM THROUGHOUT. REMOVE

ALL EXISTING CEILING-MOUNTED MECHANICAL EQUIPMENT AND FIXTURES

THROUGHOUT. REFERENCE MECHANICAL DEMOLITION PLANS FOR

ADDITIONAL INFORMATION. REMOVE EXISTING CEILING-MOUNTED

ELECTRICAL EQUIPMENT AND FIXTURES THROUGHOUT. REFERENCE

ELECTRICAL DEMOLITION PLANS FOR ADDITIONAL INFORMATION.

DEMOLITION CEILING PLAN LEGEND

GENERAL DEMOLITION NOTES

No. REVISION DESCRIPTION DATE

1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE

OF ADJACENT WALL UNLESS NOTED OTHERWISE.

2. REFER TO ARCHITECTURAL DETAILS - DOORS AND WINDOWS (AE-300) FOR DOOR

AND WINDOW INFORMATION.

3. ALL NEW WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS

NOTED OR SHOWN OTHERWISE. ALL EXISTING WALLS TO REMAIN ARE

DIMENSIONED TO THE FACE OF THE FINISHED WALL.

4. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO

ALLOW TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH

MEP FOR DUCT SIZES.

5. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED

OTHERWISE.

A

B

D

E

6 7 8 9 10 11 12

MECHANICAL ROOM

200R

STAIR 1

NIC

TOILET ROOM

200J

TOILET ROOM

200I

ELEC

200K

BREAK ROOM

200Q

116 SF

CHIEF

200.15

116 SF

CHIEF

200.13

116 SF

CHIEF

200.12

108 SF

CHIEF

200.02

142 SF

DEPUTY

200.08

142 SF

DEPUTY

200.10

111 SF

CHIEF

200.03

893 SF

CONFERENCE

200.05

115 SF

CHIEF

200.14

193 SF

COLLAB

200.11

141 SF

DEPUTY

200.09

141 SF

DEPUTY

200.07

203 SF

DIRECTOR

200.06

88 SF

COLLAB

200.04

262 SF

RECEPTION

200.01

35 SF

STOR

200.05.1

69 SF

PRINT

200.17.2

355 SF

MANAGEMENT

ANALYST

200.18

1047 SF

OPEN OFFICE B

200.16

S F

C O

R R

ID

O

R

0A

S F

C O

R R

ID

O

R

0B

1467 SF

OPEN OFFICE A

200.17

S F

C O

R R

ID

O

R

0D

A1 A1A1 A1 A1A1 A1 A1A1 B1

A1A1B1

C1C1C1C1C1C1C1C1C1C1

C1

C1

C1

C1

C2

C1

C1

C1

C1

A1

A1

A1

6'-2 7/16"

6'-9 3/8"

'-3

F

.V

IDF

200L

25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"

150'-0"

'-0

'-0

'-0

6'-2 7/8"

5' -4

/8

'-1

9/

6' -5

/1

6"

5'-4 11/16"

24'-10 3/4"

C1

C1

C1 C1 C1 C1 C1 C1 C1 C1 C1

A1

A1

A1

A1

B1

B1

C1

6' -4

/8

4' -4

/2

6'-6" 19'-7 1/8" F.V.

'-4

'-9

/4

24'-10 5/8"

B2

B1 A1

A1

A1A1

76'-0" F.V.

1' -3

1'-3"

5' -4

/4

B1

A1

5' -1

7/

8"

CORRIDOR

200C

B1 B1

2'-3 1/2"

3' -0

1467 SF

OPEN OFFICE A

200.17

21 SF

STOR

200.17.1

C2

C1

C1 C1C1

C1

47 SF

STOR

200.16.1

D05.2

D16.3

W1 W1

W2

D15 D14 D12 D11 D10 D09 D08 D07

D06

D

D13

D

.1

D

D

D

.2

D

.1

D

D17A

D05.3

'-1

/8

5'

-6

/1 6"

'-2

/8

'-1

5/

6' -0

/2

8'-2 1/2"

7' -1

C1

C1

C1

C1

NEW SINK AND NEW CASEWORK

NEW SANITARY WATER SUPPLY CONNECTION FOR SINK

AND EXISTING REFRIGERATOR / ICE MAKER; REFERENCE

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

ALL EXISTING FURNITURE, FIXTURES, AND

EQUIPMENT IN THIS AREA TO BE STORED AND

PROTECTED FOR REUSE.

9'-4 15/16" 9'-4 7/8" 9'-4 7/8" 9'-4 7/8" 15'-4 7/8" 11'-4 7/8" 11'-4 7/8" 11'-4 7/8" 11'-4 7/8" 19'-7 5/8"

'-7

9'

-4

/4

9' -5

8'

-4

/4

'-8

/2

6'-9 3/8" 12'-2 7/16"

C1 B1

C1

A1

2'-0"

8'-0"

1'-10"

1' -1

0"

1. NOT ALL PARTITION TYPES SHOWN HERE MAY BE USED. REFER TO PLANS FOR

LOCATION AND TYPES OF EACH PARTITION.

2. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON BOTH SIDES

OF ALL FIRE AND SMOKE WALLS DESIGNATING THE PARTITION RATING INDICATED ON

THE LIFE SAFETY PLAN.

3. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR LOCATIONS OF ALL

WALL TILE. PROVIDE AND INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GYP BD.

AT ALL SCHEDULED TILE LOCATIONS. UNLESS NOTED OTHERWISE, TILE SHALL BE

INSTALLED PER TILE COUNCIL OF AMERICA LATEST STANDARDS FOR EACH TYPE OF

BACKING MATERIAL REPRESENTED IN WALL/PARTITION.

4. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GYP. BD WHICH EXTENDS A

MINIMUM OF 6" ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED

OTHERWISE BY THE ARCHITECT.

5. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL CONDITIONS IN

REGARDS TO STRUCTURAL REQUIREMENTS.

6. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS,

ETC. SHALL ALIGN ACROSS VOIDS AND JOINTS.

7. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS (UNLESS

NOTED OTHERWISE) WHERE DRYWALL CONTINUES ABOVE CEILING AND ABOVE THE

CEILING LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL

HAVE CORNER BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL

CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO

PREVENT SOUND LEAKAGE AND FIRE STOPPING TAPE/CAULK AT ALL RATED

PARTITIONS.

8. ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE

UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS NOTED

OTHERWISE, SHALL EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED

TO STRUCTURE.

9. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL

BE SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL

DECK.

10. COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF BLOCKING IN

WALLS/PARTITIONS. ALL WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.

11. IMPACT RESISTANT GYP BD. WHERE NOTED, IS OPTIONAL ABOVE 8' AFF.

12. SEAL THE TOP AND BOTTOM OF WALL AS WELL AS ALL PENETRATIONS WHERE

SMOKE PARTITIONS ARE DESIGNATED ON THE LIFE SAFETY PLAN TO ELIMINATE THE

PASSAGE OF SMOKE.

13. USE DEFLECTION TRACKS WHERE STUD WALLS ATTACH DIRECTLY TO METAL

DECK.

LINE OF

STRUCTURAL

DECK

CEILING

MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

5/8" GYP. BD. ONE

SIDE OF METAL HAT

CHANNEL 16" O.C.

BASE AND

FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P 6"

LINE OF

STRUCTURAL

DECK

CEILING

MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND

ATTENUATION

BATTS

5/8" GYP. BD.

EACH SIDE OF

METAL STUDS

AT 16" O.C.

BASE AND

FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

F

LO

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E A

B O

V E

A1 B1

LINE OF

STRUCTURAL

DECK

CEILING

MATERIAL AS

SCHEDULED

WALL FINISH AS

SCHEDULED

SOUND

ATTENUATION

BATTS

5/8" GYP. BD.

ONE SIDE OF

METAL STUDS

AT 16" O.C.

BASE AND

FLOORING

AS SCHEDULED

C E

IL

IN

G H

E

IG

H T

R E

: R C

P

B2 C1 C2

4B

3A

ROOM NAME

000A

150 SF

AREA IS NOT IN CONTRACT

EXISTING WALLS TO REMAIN

NEW DOOR / DOOR TAG

ROOM TAG / ROOM NUMBER / AREA

PARTITION TAG

WINDOW TAG

0.

WOOD DOOR IN HOLLOW METAL FRAME

2" S

C H

E D

. D

IM

2" PER SCHED. 2"

PER SCHED.

PER MANUFACTURER

P E

R M

A N

U F

A C

T U

R E

R

P E

R S

C H

E D

U

LE

D1 D2 D3

PER SCHED.

PER MANUFACTURER

P E

R S

C H

E D

U

LE

SLIDING DOOR AND FRAME ASSEMBLY, SINGLE SLIDING DOOR AND FRAME ASSEMBLY, DOUBLE

P E

R M

A N

U F

A C

T U

R E

R

WALL BASE AS

SCHEDULED

FINISHED FLOOR

AS SCHEDULED*

Collaboration Room

VETERAN BENEF ITS ADM INISTR ATION

AE-301

AE-3011

AE-301

AE-301

AE-301

AE-301

AE-301

TEMPERED

GLASS

VA

SEAL

REUSE ETCHED GLAZING

FROM EXISTING DOOR;

REFERENCE DEMOLITION

FLOOR PLAN KEYNOTES.

3'-8"

1'-0" 1'-0" 1'-0"

4'-6"

1'-0" 1'-10" 1'-0"

INTERIOR WINDOW

ALUMINUM FRAME WITH TRIM

W1

INTERIOR WINDOW

ALUMINUM FRAME WITH TRIM

W2

2" 2" 2" 2" 2" 2" 2" 2"

WALL BASE AS

SCHEDULED

FINISHED FLOOR

AS SCHEDULED

* = TEMPERED

GLASS

1' -6

" 2" 5'

-0

2"

5' -4

2" 5'

-0

2"

5' -4

1' -6 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing Number

Drawing # OF

VA Health Care System Approval:

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:ARCHITECT / ENGINEER:

SPUR SBBL COLLABORATIVE JV, INC

100 N. STONE AVENUE, STE 1102

TUCSON, AZ 85701

(405) 842-6100

IL ARCH. LICENSE NO.: 001023503 EXP. 11/30/22

IL MECH. ENGR. LICENSE NO.: 062.071715 EXP. 11/30/21

IL ELECT. ENGR. LICENSE NO.: 062.072296 EXP. 11/30/21

/1

/2

:4 :2

P

M

AE-100

LEVEL 2 - FLOOR PLAN - DIMENSION

PLAN

JET 6 29TAB

100% DESIGN

HINES FINANCE CENTER

06/14/2021

201VB3032

STATION 201, BLDG 215, STE 200X

1ST AVENUE NORTH 22ND STREET

HINES, IL 60141

DIMENSION PLAN NOTES

N 1/8" = 1'-0"

LEVEL 2 - FLOOR PLAN - DIMENSION PLAN1

GENERAL PARTITION NOTES

PARTITION SCHEDULE

MARK WALL TYPE DESCRIPTION ACTUAL WIDTH

A1 NON-INSULATED 5/8" GYPSUM BOARD ONE SIDE 7/8" HAT CHANNEL 1 1/2"

B1 INSULATED 5/8" GYPSUM BOARD ONE SIDE OF 3 5/8" METAL STUD W/ BATT INSULATION 4 1/4"

B2 INSULATED 5/8" GYPSUM BOARD ONE SIDE OF 6" METAL STUD W/ BATT INSULATION 6 5/8"

C1 INSULATED 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD W/ BATT INSULATION 4 7/8"

C2 INSULATED 5/8" GYPSUM BOARD EACH SIDE OF 6" METAL STUD W/ BATT INSULATION 7 1/4"

PARTITION TYPES

DIMENSION PLAN LEGEND

DOOR TYPESWINDOW TYPES

DOOR SCHEDULE

MARK TYPE

PANEL FRAME

DESCRIPTION

TYPE MATERIAL WIDTH HEIGHT RATING TYPE FINISH

D02 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D03 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D04 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D05.1 D3 FL WOOD / FROSTED GLASS 3'6 11/16" 6'-11 3/4" - 3 ANODIZED ALUM DOUBLE SLIDING DOOR, BI-PARTING

D05.2 D1 F WOOD 3'-6" 7'-0" - 1 HM / PAINT SINGLE SWING DOOR

D05.3 D1 F WOOD 3'-0" 7'-0" - 1 HM / PAINT SINGLE SWING DOOR

D06 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D07 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D08 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D09 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D10 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D11 D3 FL WOOD / FROSTED GLASS 3'6 11/16" 6'-11 3/4" - 3 ANODIZED ALUM DOUBLE SLIDING DOOR, BI-PARTING

D12 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D13 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D14 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D15 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D16.1 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

D16.2 D1 F WOOD 3'-6" 7'-0" - 1 HM / PAINT SINGLE SWING DOOR

D16.3 D1 F WOOD 3'-0" 7'-0" - 1 HM / PAINT SINGLE SWING DOOR

D17A D1 F WOOD 3'-0" 7'-0" - 1 HM / PAINT SINGLE SWING DOOR

D18 D2 FL WOOD / FROSTED GLASS 3'-7 1/4" 6'-11 3/4" - 2 ANODIZED ALUM SINGLE SLIDING BARN DOOR

WINDOW SCHEDULE

MARK WIDTH HEIGHT SILL HEIGHT HEAD HEIGHT DESCRIPTION

W1

3'-8" 5'-4" 1'-6" 6'-10" INTERIOR WINDOW, ALUMINUM

FRAME WITH TRIM

W1

3'-8" 5'-4" 1'-6" 6'-10" INTERIOR WINDOW, ALUMINUM

FRAME WITH TRIM

W2

4'-6" 5'-4" 1'-6" 6'-10" INTERIOR WINDOW, ALUMINUM

FRAME WITH TRIM, ETCHED VA

SYMBOL IN CENTER PANEL

No. REVISION DESCRIPTION DATE

ROOM SCHEDULE

ROOM # ROOM NAME AREA

200.01 RECEPTION 262 SF

200.02 CHIEF 108 SF

200.03 CHIEF 111 SF

200.04 COLLAB 88 SF

200.05 CONFERENCE 893 SF

200.05.1 STOR 35 SF

200.06 DIRECTOR 203 SF

200.07 DEPUTY 141 SF

200.08 DEPUTY 142 SF

200.09 DEPUTY 141 SF

200.10 DEPUTY 142 SF

200.11 COLLAB 193 SF

200.12 CHIEF 116 SF

200.13 CHIEF 116 SF

200.14 CHIEF 115 SF

200.15 CHIEF 116 SF

200.16 OPEN OFFICE B 1047 SF

200.16.1 STOR 47 SF

200.17 OPEN OFFICE A 1467 SF

200.17.1 STOR 21 SF

200.17.2 PRINT 69 SF

200.18 MANAGEMENT ANALYST 355 SF

200A CORRIDOR 186 SF

200B CORRIDOR 326 SF

200C CORRIDOR 457 SF

200D CORRIDOR 149 SF

200Q BREAK ROOM 599 SF

D

E

6 7 8 9 10 11

AE-101

AE-101

AE-101

AE-101

AE-101

CHIEF

200.15

CHIEF

200.13

CHIEF

200.12

CHIEF

200.02

DEPUTY

200.08

DEPUTY

200.10

CHIEF

200.03

CONFERENCE

200.05

CHIEF

200.14

COLLAB

200.11

DEPUTY

200.09

DEPUTY

200.07

DIRECTOR

200.06

COLLAB

200.04

RECEPTION

200.01

PRINT

200.17.2

MANAGEMENT

ANALYST

200.18

MECHANICAL ROOM

200R

STAIR 1

NIC

TOILET ROOM

200J

TOILET ROOM

200I

ELEC

200K

599 SF

BREAK ROOM

200Q

IDF

200L

AE-101

WS-3 WS-3 WS-3 WS-3F-3

E-6

F-3

E-1

E-2

E-2

E-1 E-1

WS-4

W S

-5

A E

-3

C O

R R

ID

O

R

0A

C O

R R

ID

O

R

0B

E-5 F-5

NEW SINK AND NEW CASEWORK

NEW SANITARY WATER SUPPLY CONNECTION FOR SINK

AND EXISTING REFRIGERATOR / ICE MAKER; REFERENCE

MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING

EXISTING

E X

IS

T

IN

G

R E

F E

X

IS

T

IN

G R

E F

E X

IS

T

IN

G

R E

F

EXISTING

EXISTING

EXISTING

STOR

200.16.1

OPEN OFFICE A

200.17

OPEN OFFICE B

200.16

STOR

200.05.1

STOR

200.17.1

C O

R R

ID

O

R

0D

CORRIDOR

200C

AE-300

AE-300

AE-300

AE-300 4

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 A

W S

-1 B

W S

-1 B

WS-1B WS-1B WS-1B

WS-1B WS-1B WS-1B WS-1B WS-1B WS-1B

WS-1BWS-1BWS-1B

A E

-3

F-9

F-1

AE-3006

F-5

F-9 F-4

F-5 F-9

F-9

F-9

F-9

F-8

F-2

WS-2

WS-2

WS-2WS-2

WS-2

WS-2

F-10

F-10F-10

F-10

ALL EXISTING FURNITURE, FIXTURES, AND

EQUIPMENT IN THIS AREA TO BE STORED AND

PROTECTED FOR REUSE.

F-9F-9

F-9 F-9

F-3

F-11 F-11

FEC

FEC

AE-300 7

F-1 F-1

AED

FEC

5' -6

3'

-0

4'-4" 5" 1'-3"

8' -6

6'-0"

F-6

F-7

WS-2

2' -6

5'

-2

8' -6

WS-3

F-6

F-7 F-7

5' -6

3'

-0

8' -6

1'-3"5"4'-4"

6'-0"

2' -6

5'

-2

8' -6

WS-5

F-6

F-7

F-7

6'-0"4'-6"4'-0"

14'-6"

6' -4

8"

1' -0

8' -0

6' -0

9"

1' -3

8' -0

2'-6"

6' -0

2'-0" 2'-0" 2'-0"

2' -0

4'

-0

F-6 F-6

WS-1AWS-1A

6'-0"

WS-4

6'-0" 7'-6" 6'-0"

2' -0

4'

-6

2' -0

8' -6

19'-6"

F-6 F-6

2'-0" 3'-8" 2'-6" 3'-2" 2'-6" 3'-8" 2'-0"

4' -0

2'

-0

6' -0

WS-1B WS-1B

F-6F-6

2'-0"2'-0"2'-0"

6'-0" th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Benefits

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Drawing Number

Drawing # OF

VA Health Care System Approval:

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:ARCHITECT / ENGINEER:

SPUR SBBL COLLABORATIVE JV, INC

100 N. STONE AVENUE, STE 1102

TUCSON, AZ 85701

(405) 842-6100

IL ARCH. LICENSE NO.: 001023503 EXP. 11/30/22

IL MECH. ENGR. LICENSE NO.: 062.071715 EXP. 11/30/21

IL ELECT. ENGR. LICENSE NO.: 062.072296 EXP. 11/30/21

/1

/2

:4 :3

P

M

AE-101

LEVEL 2 - FLOOR PLAN - FF&E

JET 7 29TAB

100% DESIGN

HINES FINANCE CENTER

06/14/2021

201VB3032

STATION 201, BLDG 215, STE 200X

1ST AVENUE NORTH 22ND STREET

HINES, IL 60141

N 1/8" = 1'-0"

LEVEL 2 - FLOOR PLAN - FURNITURE, FIXTURES, EQUIPMENT1

FURNITURE, FIXTURES, EQUIPMENT SCHEDULE

MARK DESCRIPTION QTY

EQUIPMENT

AED AUTOMATED EXTERNAL

DEFIBRILLATOR (AED) CABINET

E-1 PRINT / COPY / FAX MACHINE 7

E-2 RECYCLE BIN 4

E-3 COFFEE MAKER 1

E-4 MICROWAVE 2

E-5 TELEVISION 2

E-6 REFRIGERATOR, LARGE 2

E-7 REFRIGERATOR, SMALL 2

FEC FIRE EXTINGUISHER CABINER, SEMI

RECESSED

FURNITURE

F-1 ARTWORK 3

F-2 TABLE, CONFERENCE 1

F-3 TABLE, COLLABORATION 3

F-4 TABLE, COFFEE 1

F-5 TABLE, SIDE 3

F-6 CHAIR, TASK 74

F-7 CHAIR, GUEST 16

F-8 CHAIR, CONFERENCE 18

F-9 CHAIR, STACKABLE 43

F-10 CHAIR, RECEPTION 4

F-11 STORAGE, LOCKABLE 1

WORKSTATION

WS-1A WORKSTATION, TYPICAL (WS-1A) 20

WS-1B WORKSTATION, TYPICAL (WS-1B) 14

WS-2 WORKSTATION, CHIEF (WS-2) 6

WS-3 WORKSTATION, DEPUTY (WS-3) 4

WS-4 WORKSTATION, MGMT ANALYST (WS-4) 1

WS-5 WORKSTATION, DIRECTOR (WS-5) 1

1/4" = 1'-0" 1/ AE-101

WORKSTATION (WS-2)4

1/4" = 1'-0" 1/ AE-101

WORKSTATION (WS-3)51/4" = 1'-0" 1/ AE-101

WORKSTATION (WS-5)7

1/4" = 1'-0" 1/ AE-101

WORKSTATION (WS-1A)2

1/4" = 1'-0" 1/ AE-101

WORKSTATION (WS-4)6

1/4" = 1'-0" 1/ AE-101

WORKSTATION (WS-1B)3

No. REVISION DESCRIPTION DATE

1. ALL WALLS TO BE PAINTED (PT1), UNLESS NOTED OTHERWISE. REFERNCE THIS SHEET FOR

ROOM FINISH SCHEDULE.

2. ALL COUNTERTOPS TO BE (SS1), UNLESS NOTED OTHERWISE. REFERENCE SHEET AE-301

FOR MILLWORK SECTIONS.

3. ALL RUBBER WALL BASE TO BE (RB1), UNLESS NOTED OTHERWISE. REFERNCE THIS SHEET

FOR ROOM FINISH SCHEDULE.

4. ALL WINDOW SILLS TO BE (SS1), UNLESS NOTED OTHERWISE. REFERNCE SHEET AE-300 FOR

WINDOW SILL DETAIL.

5. REFERENCE SHEET AE-300 FOR DOOR AND WINDOW DETAILS.

6. ASBESTOS OR ASBESTOS CONTAINING PRODUCTS ARE NOT ALLOWED IN ANY ASPECT OF

THIS CONSTRUCTION.

7. COORDINATE ALL DISCIPLINES AND ALL ASPECTS OF WORK. CONFLICTS AND

DISCREPENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.

8. PREP FLOOR FOR INSTALLATION OF NEW ACCESS FLOOR AND FLOOR FINISHES AS SHOWN.

CPT1 - CARPET TILE, ASHLAR INSTALLATION PATTERN

PATCRAFT, ARTEFACT, REACT I0513

RENEWED ELEMENT 00500, 12" X 48"

LOOSE LAY INSTALLATION METHOD

CPT2 - CARPET TILE, HERRINGBONE INSTALLATION PATTERN

PATCRAFT, ARTEFACT, REACT I0513

RENEWED ELEMENT 00500, 12" X 48"

LOOSE LAY INSTALLATION METHOD

LVT1 - LUXURY VINYL TILE, ASHLAR INSTALLATION PATTERN

SHAW CONTRACT, CORETEC XRC, CONCRETE

FORGED CONCRETE 03507, 18" X 24"

FLOATING INSTALLATION METHOD

LVT2 - LUXURY VINYL TILE

LIFEPROOF (HOME DEPOT), RIGID CORE LUXURY VINYL TILE FLOORING

SCRATCH STONE, MODEL #: I473106L, INTERNAL SKU: 3000876921

ASHLAR INSTALLATION PATTERN

A

B

D

E

6 7 8 9 10 11 12

BREAK ROOM

200Q

CHIEF

200.15

CHIEF

200.13

CHIEF

200.12

CHIEF

200.02

DEPUTY

200.08

DEPUTY

200.10

CHIEF

200.03

CONFERENCE

200.05

CHIEF

200.14

COLLAB

200.11

DEPUTY

200.09

DEPUTY

200.07

DIRECTOR

200.06

COLLAB

200.04

RECEPTION

200.01

STOR

200.05.1

PRINT

200.17.2

MANAGEMENT

ANALYST

200.18

OPEN OFFICE B

200.16

OPEN OFFICE A

200.17 C

O R

R

ID

O R

0A

C O

R R

ID

O

R

0B

STAIR 1

NIC

MECHANICAL ROOM

200R

TOILET ROOM

200J

TOILET ROOM

200I

ELEC

200K

IDF

200L

C O

R R

ID

O

R

0D

STOR

200.17.1

STOR

200.16.1

S1 S1 S1 S1 S1 S1 S1 S1

S1

S1

S3

S3

S5

S5

S2

S3 S3

S3

S3

S5

S3

S5

ON DOOR GLAZING

2'-0", CENTERED HORIZONTALLY

CONFERENCE ROOM

CUSTOM VINYL DECAL; MOUNTED ON DOOR GLAZING

AT CONFERENCE AND COLLABORATION ROOMS

VETERAN BENEFITS ADMINISTRATION

Jane Doe

1/

2"

8 1/2"

S2

AT ALL DEPUTY AND CHIEF OFFICE ENTRIES

BASIS OF DESIGN - TAKEFORM FUSION | 04, TYPE H F04B-D1

ROOM NUMBER IN ADA COMPLIANT TACTILE NUMERALS AND BRAILLE

BLACK ADA_FUTURA FONT OR SIMILAR BY MANUFACTURER

LAMINATE FINISH FACE PLATE

SILVER WINGS LAMINATE OR SIMILAR BY MANUFACTURER

METAL ACCENT STRIP

BLACK FINISH OR SIMILAR BY MANUFACTURER

EMPLOYEE NAME PLATE INSERT

TRANSPARENT INSERT BACKGROUND WITH EMPLOYEE NAME

IN BLACK ADA_FUTURA FONT OR SIMILAR BY MANUFACTURER

TAPE AND SILICONE INSTALLATION PER MANUFACTURER

48" AFF MINIMUM TO BOTTOM EDGE…