Attachment 1 - EHRM Upgrade - Phase 2 Construction Drawings - Part 1.pdf

PROJECT LOCATION

02/23/2022

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

B

IM

/H in e s E

H R

M T ra in in g

C e n te r/ F

F E

H in e s

T ra in in g C e n te r_

B rv t

/2

/2

:1

:4

P

M

GI000

COVER SHEET

02/23/2022 PH TD

EHRM TRAINING AND ADMIN SPACE

SUPPORT

578-21-706

HINES, IL

BID DOCUMENTS

EDWARD HINES

JR. VAMC

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE

IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST

BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES.

8. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH C.O.R. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING

INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S AREAS ADJACENT TO NEW CONSTRUCTION OR AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL CONSTRUCTION ACTIVITY INCLUDING

BUT NOT LIMITED TO DUST AND WATER.

10. THE CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

11. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND

SYSTEMS AT ALL TIMES.

12. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

13. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

14. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFE TO ACHIEVE THE REQUIRED FIRE

RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

15. NEW HOLES IN EXISTING ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO THAT CRITICAL

STRUCTURAL MEMBERS ARE NOT DAMAGED.

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION

INSTRUCTIONS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND C.O.R. PRIOR TO

PROCEEDING WITH WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE C.O.R. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE C.O.R. IS

RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER THE APPLICABLE PROVISIONS

OF THESE DOCUMENTS AND THE MANUFACTURER’S INSTRUCTIONS.

6. ALL MATERIALS USED SHALL BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO OBTAIN A MINIMUM STANDARD OF QUALITY.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA

REGULATIONS.

9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS

PROJECT IS LOCATED.

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE

CONSTRUCTION SITE.

G E N E R A L N O T E S - E X I S T I N G F A C I L I T I E S : G E N E R A L N O T E S - N E W W O R K :

EDWARD HINES JR.

VETERANS AFFAIRS MEDICAL CENTER

#578-21-706

5000 5TH AVE, HINES, IL 60141

V I C I N I T Y M A P V A C A M P U S S I T E P L A N

PLUMBING

P001 ABBREVIATIONS, LEGEND & DRAWING INDEX

PD100 BASEMENT PLAN - REMOVALS

PD101 FIRST FLOOR PLAN - REMOVALS

PD102 SECOND FLOOR PLAN - REMOVALS

PL100 BASEMENT PLAN - NEW WORK

PL101 FIRST FLOOR PLAN - NEW WORK

PL102 SECOND FLOOR PLAN - NEW WORK

P401 ENLARGED PLANS

P601 SCHEDULES & DETAILS

P901 SOIL, WASTE & VENT DIAGRAM

P902 SOIL, WASTE & VENT DIAGRAM

MECHANICAL

M001 ABBREVIATIONS, LEGEND & DRAWING INDEX

MD101 FIRST FLOOR PLAN - REMOVALS

MD102 SECOND FLOOR PLAN - REMOVALS

MD103 ROOF PLAN - REMOVALS

MH101 FIRST FLOOR PLAN - DUCTWORK

MH102 SECOND FLOOR PLAN - DUCTWORK

MH103 ROOF PLAN - DUCTWORK

MP101 FIRST FLOOR PLAN - PIPING

MP102 SECOND FLOOR PLAN - PIPING

MP103 ROOF PLAN - PIPING

M401 ENLARGED PLANS

M402 ENLARGED PLANS

M501 DETAILS

M502 DETAILS

M503 DETAILS

M504 CHILLED WATER SYSTEM SCHEMATIC

M505 HOT WATER SYTEM SCHEMATIC

M506 STEAM PIPING SCHEMATIC

M601 SCHEDULES

M602 SCHEDULES

M603 SCHEDULES

M901 CONTROLS

M902 CONTROLS

M903 CONTROLS

ELECTRICAL

E001 ABBREVIATIONS, LEGEND & DRAWING INDEX

E501 DETAILS

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL SINGLE LINE - DEMOLITION

E603 ELECTRICAL SINGLE LINE - NEW WORK

ED101 BASEMENT & FIRST FLOOR PLAN - REMOVALS

ED102 SECOND FLOOR PLAN - REMOVALS

EL101 FIRST FLOOR PLAN - LIGHTING

EL102 SECOND FLOOR PLAN - LIGHTING

EP101 FIRST FLOOR PLAN - POWER

EP102 SECOND FLOOR PLAN - POWER

EP103 ROOF PLAN - POWER

EY101 FIRST FLOOR PLAN - FIRE ALARM

EY102 SECOND FLOOR PLAN - FIRE ALARM

TELECOMMUNICATIONS

T000 TECHNOLOGY COVERSHEET

T101 FIRST FLOOR DEMOLITION - TECHNOLOGY

T102 SECOND FLOOR DEMOLITION - TECHNOLOGY

T201 FIRST FLOOR - TECHNOLOGY

T202 SECOND FLOOR - TECHNOLOGY

T300 TECHNOLOGY ROOM ENLARGEMENTS

T301 TECHNOLOGY ROOM ENLARGEMENTS

T302 TECHNOLOGY ROOM ENLARGEMENTS

T400 TECHNOLOGY DETAILS

T401 TECHNOLOGY DETAILS

T402 TECHNOLOGY DETAILS

T500 TECHNOLOGY RISER DIAGRAMS

T600 TECHNOLOGY SCHEDULES

T000 TECHNOLOGY COVERSHEET

T101 FIRST FLOOR DEMOLITION - TECHNOLOGY

T102 SECOND FLOOR DEMOLITION - TECHNOLOGY

T201 FIRST FLOOR - TECHNOLOGY

T202 SECOND FLOOR - TECHNOLOGY

T300 TECHNOLOGY ROOM ENLARGEMENTS

T301 TECHNOLOGY ROOM ENLARGEMENTS

T302 TECHNOLOGY ROOM ENLARGEMENTS

T400 TECHNOLOGY DETAILS

T401 TECHNOLOGY DETAILS

T402 TECHNOLOGY DETAILS

T500 TECHNOLOGY RISER DIAGRAMS

T600 TECHNOLOGY SCHEDULES

GENERAL

GI000 COVER SHEET

GI001 ABBREVIATIONS AND GENERAL DETAILS

GI101 LIFE SAFETY PLAN

GI102 CODE ANALYSIS

CIVIL

VF100 EXISTING CONDITIONS

C001 CONTRACTOR PARKING

C002 LAYDOWN AND HAUL ROUTE

CD100 DEMOLITION PLAN

CU100 UTILITY PLAN

CG100 GRADING PLAN

CS100 SITE PLAN

C500 CIVIL DETAILS

STRUCTURE

S000 STRUCTURAL GENERAL NOTES, SYMBOLS AND ABBREVIATION

S100 STRUCTURAL (E) BASEMENT PLAN

S101 STRUCTURAL (E) FIRST FLOOR FRAMING PLAN

S102 STRUCTURAL (E) SECOND FLOOR FRAMING PLAN

S103 STRUCTURAL (E) ROOF FRAMING PLAN

S200 STRUCTURAL DETAILS

S201 STRUCTURAL DETAILS

ARCHITECTURE

AD100 ARCHITECTURAL BASEMENT DEMOLITION PLAN

AD101 ARCHITECTURAL FIRST FLOOR DEMOLITION PLAN

AD102 ARCHITECTURAL SECOND FLOOR DEMOLITION PLAN

AD103 ARCHITECTURAL ROOF DEMOLITION PLAN

AD141 ARCHITECTURAL FIRST FLOOR DEMOLITION RCP

AD142 ARCHITECTURAL SECOND FLOOR DEMOLITION RCP

AE100 ARCHITECTURAL BASEMENT FLOOR PLAN

AE101 ARCHITECTURAL FIRST FLOOR PLAN

AE102 ARCHITECTURAL SECOND FLOOR PLAN

AE103 ARCHITECTURAL ROOF PLAN

AD110 ARCHITECTURAL EXISTING CONDITIONS PHOTOS

AC141 ARCHITECTURAL FIRST FLOOR REFLECTED CEILING PLAN

AC142 ARCHITECTURAL SECOND FLOOR REFLECTED CEILING PLAN

AE201 ARCHITECTURAL EXTERIOR ELEVATIONS

AE202 ARCHITECTURAL EXTERIOR ELEVATIONS

AE301 ARCHITECTURAL BUILDING SECTIONS

AE302 ARCHITECTURAL STAIR SECTIONS AND DETAILS

AE303 ARCHITECTURAL ELEVATOR DETAILS

AE311 ARCHITECTURAL WALL SECTIONS AND DETAILS

AE401 ARCHITECTURAL ENLARGED RESTROOM PLANS & ELEVATIONS

AE501 ARCHITECTURAL MISC. PLAN DETAILS

AE502 ARCHITECTURAL MISC DETAILS

AE503 ARCHITECTURAL ROOFING DETAILS

AE601 ARCHITECTURAL DOOR & WINDOW DETAILS & SCHEDULES

AE602 ARCHITECTURAL DOOR DETAILS

AE611 ARCHITECTURAL FIRST FLOOR SIGNAGE PLAN

AE612 ARCHITECTURAL SECOND FLOOR SIGNAGE PLAN

AE613 ARCHITECTURAL SIGNAGE DETAILS

AI800 ARCHITECTURAL FINISH SCHEDULE AND LEGEND

AI801 ARCHITECTURAL FIRST FLOOR FINISH PLAN

AI802 ARCHITECTURAL SECOND FLOOR FINISH PLAN

AI810 ARCHITECTURAL INTERIOR ELEVATIONS

EQUIPMENT

QH401 ENLARGED CLASSROOM FURNITURE PLANS

QH101 FIRST FLOOR FURNITURE PLAN

QH102 SECOND FLOOR FURNITURE PLAN

VT01 GENERAL ELEVATOR INFORMATION

VT02 PLANS HOISTWAY SECTION - ELEVATOR E2

FIRE PROTECTION

F001 ABBREVIATIONS, LEGEND & DRAWING INDEX

FX101 BASEMENT & FIRST FLOOR PLANS - FIRE SUPPRESSION

FX102 SECOND FLOOR PLAN - FIRE SUPPRESSION

D R A W I N G L I S T

DEPARTMENT OF VETERANS AFFAIRS

EHRM TRAINING AND ADMIN SPACE

11. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE DRAWINGS. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF

CONSTRUCTION.

13. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

14. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, AND PLUMBING. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.

15. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFE IN ACCORDANCE WITH THE

SPECIFICATIONS.

16. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, C.O.R. PRIOR TO

CONSTRUCTION.

Revisions: Date:

BID DOCUMENTS 02/23/2022

P1

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A B B R E V I A T I O N S

LEVEL NAME W/ ELEVATION

NEW GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER,

AREA & OCCUPANCY

BUILDING SECTION NUMBER W/

SHEET NUMBER

WALL SECTION NUMBER W/

SHEET NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

FINISH TAG

DETAIL SECTION NUMBER W/

SHEET NUMBER

NORTH ARROW

LEVEL

ELEVATION

ROOM NAME

150 SF

S Y M B O L S

WINDOW TAGA

0 EXISTING GRID HEAD

10'-0" CEILING HEIGHT TAG

A/C AIR CONDITIONING

A.C.T. ACOUSTICAL CEILING TILE

ADJ. ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT. ALTERNATE

BLDG. BUILDING

CT. CERAMIC TILE

C.C. CONTRACTOR

FURNISH/CONTRACTOR INSTALL

C.V. CONTRACTOR FURNISH/OWNER

INSTALL

C.J. CONSTRUCTION JOINT

CMU CONCRETE MASONRY UNIT

CONC. CONCRETE

C.O.R. CONTRACTING OFFICER'S

REPRESENTATIVE

C.W. COLD WATER

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

D.S. DOWN SPOUT

D.T. DRAIN TILE

DWG(S). DRAWING(S)

E.J. EXPANSION JOINT

ELEC. ELECTRICAL

ELEV. ELEVATION

EXT. EXTERIOR

F.A. FIRE ALARM

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F. FINISH FLOOR

FIXT. FIXTURE

FLR. FLOOR

F.O.B. FACE OF BUILDING

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.R.T. FIRE RETARDANT TREATED

GA. GAUGE

GALV. GALVANIZED

G.C. GENERAL CONTRACTOR

GL. GLASS

GYP.BD. GYPSUM BOARD

HC. HANDICAPPED

HGT. HEIGHT

H.M. HOLLOW METAL

HR. HOUR

H.V.A.C. HEATING, VENTILATION & AIR

CONDITIONING

H.W. HOT WATER

INSUL. INSULATION

INT. INTERIOR

JAN. JANITOR

LAB LABORATORY

LAM. LAMINATE

LAV. LAVATORY

L.H. LEFT HAND

L.V.T. LUXURY VINYL TILE

MAT. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MED. MEDIUM

M.E.P. MECHANICAL, ELECTRICAL,

PLUMBING

MFG. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

MTL. METAL

N.I.C. NOT IN CONTRACT

(NOT PART OF OSA APPROVAL)

NO. NUMBER

N.T.S. NOT TO SCALE

O.C. ON CENTER

OPP. OPPOSITE

P. PAINT

P.LAM PLASTIC LAMINATE

P.L.F. POUNDS PER LINEAR FOOT

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

P.V.C. POLYVINYL-CHLORIDE

Q.T. QUARRY TILE

RAD. RADIUS

R.B. RUBBER BASE

RC RESILIENT CHANNEL

R.C.P. REFLECTED CEILING PLAN

R.D. ROOF DRAIN

REF. REFERENCE

RM. ROOM

R.O. ROUGH OPENING

SCWD. SOLID CORE WOOD DOOR

SECT. SECTION

SIM. SIMILAR

SPEC. SPECIFICATION

SQ. SQUARE

SQ.FT. SQUARE FOOT (FEET)

STD. STANDARD

STL. STEEL

S.STL. STAINLESS STEEL

STRUC. STRUCTRUAL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

(VC) V.A. FURNISHED / CONTRACTOR

INSTALLED

(VV) V.A. FURNISHED AND INSTALLED

W.C. WATER CLOSET

WD. WOOD

W.W.F. WELDED WIRE FABRIC

MIN

1'-3"

CL

R

KN

EE

S

PA

CE

2'-

3" M

IN

MA

X

TO

R

IM

2'-

RE

FL

EC

TE

D

SU

RF

AC

E

OF

M

IR

RO

R

3'- 4"

M

AX

T O

BO

MIRROR - VERIFY SIZE

WITH PLANS AND

ELEVATIONS

MIN

8" DEEP

TO

R

IM

2'-

" M

AX

2'-1" MAX

1'-5" MIN

9" M

IN

9" M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

2'- 5"

M

IN

5"

2'- 3"

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

2'- 5"

M

IN

LINES OF REQUIRED

CLEARANCE

5"

MAX

1'-0" 3'-6" MIN

1'- 7"

M

AX

T O

SE

AT

1'- 5"

M

IN

TO

O

UT

LE

T

OF

D

IS

PE

NS

ER

1'-

3" M

IN

T

O 4'-

0" M

AX

A

FF

3'- 0"

M

AX

T O

BA

R

2'- 9"

M

IN

9" MAX

7" MIN

GRAB BAR

1"

SANITARY NAPKIN

DISPOSAL AT WOMEN

OR UNISEX, SUGGESTED

LOCATION

GRAB BAR

3'- 0"

M

AX

T O

BA

R

2'- 9"

M

IN

1'-6" MAX

1'-4" MIN

SANITARY NAPKIN

DISPOSAL AT WOMEN OR

UNISEX, SUGGESTED

LOCATION

1 1/2"

3'-0" MIN 6" MAX

2'-0" MIN 1'-0" MIN.

3'-0" MAX

3'- 5"

M

AX

3'- 3"

M

IN

1'- 6"

M

IN

3'-5" MAX

3'-3" MIN VERTICAL GRAB BAR

TOILET PAPER

DISPENSER

4'-6" MIN

3'- 5"

M

AX

3'- 3"

M

IN

1'- 6"

M

IN

SIDE WALL REAR WALL

VERTICAL GRAB BAR

FLOOR CLEARANCE

5'-0"

4'- 0"

M

IN

2'-6" MIN

1'- 5"

M

IN

1'- 7"

M

AX

SINK

CLEAR FLOOR

SPACE

4'- 0"

M

IN

2'-6" MIN

5'-0"

4'-

" F

LO

OR

M

OU

NT

4'-

8" W

AL

L H

UN

G

1'-6" MAX

1'-4" MIN

1'- 5"

M

IN

1'- 7"

M

AX

WATER CLOSET

SINK

CLEAR FLOOR

SPACE5'-0"

4'-

" F

LO

OR

M

OU

NT

4'- 8"

W

AL

L H

UN

G

1'-6" MAX

1'-4" MIN

4'-0" MIN

2'- 6"

M

IN

1'-7" MAX

WATER CLOSET

SINK

CLEAR FLOOR SPACE

CLEARANCE AT WATER CLOSET CLEARANCE AT WATER CLOSETCLEARANCE AT SINK

5'-6" TURNING

RADIUS

INTERIOR STUD GAUGE AND SPACING CHART*

STUD

WIDTH

DESIGN

THICKNESS

(GAGE)

STUD

SPACING

(INCHES)

PARTITION HEIGHT

DEFLECTION VALUE 5 psf

BRACING

SPACING WHERE

OCCURSL/120 L/240 L/360

1 5/8"

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

2 1/2"

3 5/8"

4"

6"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

10'-7"

9'-9"

12'-1"

11'-0"

13'-3"

11'-10"

16'-5"

14'-10"

15'-4"

13'-9"

20'-8"

18'-6"

17'-2"

15'-1"

23'-1"

20'-9"

19'-9"

16'-9"

30'-10"

27'-2"

8'-4"

7'-11"

9'-8"

8'-9"

11'-3"

10'-7"

12'-10"

11'-7"

14'-4"

13'-5"

16'-5"

14'-9"

15'-4"

14'-2"

18'-4"

16'-5"

19'-9"

16'-9"

24'-6"

21'-7"

8'-5"

7'-8"

9'-10"

9'-3"

11'-2"

10'-0"

12'-4"

11'-7"

14'-3"

12'-9"

13'-4"

12'-4"

15'-11"

14'-3"

17'-11"

16'-9"

21'-4"

18'-10"

4'-0" OC

4'-0" OC

4'-0" OC

4'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

POSTURE MIRRORPAPER TOWEL

DISPENSER WALL MTD

GARMENT HOOK SOAP DISH

RECESS

SANITARY NAPKIN

DISPOSAL

(WOMEN'S ONLY)

COMBINATION PAPER TOWEL

DISPENSER / WASTE RECEPTACLE

T O

C O

IN

S

L O

T

SANITARY NAPKIN/

TAMPON VENDOR

(WOMEN'S ONLY)

D

IS

P E

N S

E R

S L

O T

TOILET SEAT

COVER DISPENSER

6'- 6"

SHOWER CURTAIN ROD

T O

B O

T T

O M

M

A X

SOAP DISH

U F

C G

U

ID

E L

IN

E

DIAPER CHANGING

STATION

TOWEL BAR

TOWEL PIN

M

A X

M

IN

HAND DRYER

HAND HELD

SHOWER

SHOWER HEAD

MIN 59"

LONG HOSE

U F

C G

U

ID

E L

IN

E

M

A X

M

IN

M

A X

M

IN

M A

X A

F F

A

B O

V E

S

IN

K T

O B

/O R

E F

L S

U R

F A

C E

MIRROR TOILET PAPER

DISPENSER

M

A X

M

INVARIES FROM 3'-4" HEIGHT

FOR MAX 6" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

VARIES FROM 3'-0" HEIGHT

FOR MAX 9" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

CENTER OF OPERATING

MECHANISM

1' - 3 1/4"

5/8" GYPSUM

WALLBOARD

3" SOUND

ATTENUATION

BLANKETS

3-5/8" 20 GA.

METAL STUDS

4 1/4"

TYPE 1 (U.N.O.)

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON RESILIENT

CHANEL ON 3-5/8" 20 GA. NON

STRUCTURAL METAL FRAMING @

16" O.C. TWO LAYERS OF 5/8" ON

OPPOSITE SITE.

WITH 3" SOUND ATTENUATION

BLANKETS IN STUD SPACE.

EXTEND STUDS, BOARD, AND

BLANKETS FULL HEIGHT TO DECK

ABOVE.

RAL-TL-83-215 STC 58

TYPE 2

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE OF

3-5/8" 20 GA. NON STRUCTURAL

METAL FRAMING @ 16" O.C. WITH

3" SOUND ATTENUATION. EXTEND

STUDS, BOARD AND SOUND

ATTENUATION BLANKETS FULL

HEIGHT TO DECK ABOVE. ATTACH

TO STRUCTURE ABOVE AND

BELOW WITH SOUND ISOLATION

PADS.

TYPE 5

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE OF

2-1/2" 20 GA. NON STRUCTURAL

METAL FRAMING @ 16" O.C. WITH

2" THERMAL BARRIER. STAGGER

GYPSUM BOARD JOINTS. EXTEND

STUDS, BOARD, AND THERMAL

BARRIER INSULATION TO FULL

HEIGHT TO DECK ABOVE.

3 1/4"

3 5/8" METAL

CHANNELS

3 5/8" METAL

CHANNELS

5/8" GYPSUM

WALLBOARD

1-1/2" HAT

CHANNEL AT

16" O.C.

8" GROUT

FILLED CMU

8" GROUT

FILLED CMU

9 3/4" 7 5/8"

TYPE 8

8" GROUT FILLED CMU.

UL DESIGN U905 - 2 HOUR RATED.

1 HOUR REQUIRED PER PLAN

TYPE 9

8" GROUT FILLED CMU WITH ONE

LAYER OF 5/8" GYPSUM WALLBOARD

ON 1 1/2" HAT CHANNEL.

UL DESIGN U905 - 2 HOUR RATED.

1 HOUR REQUIRED PER PLAN

6 1/8"

TYPE 6

TWO LAYERS OF 5/8" GYPSUM

WALLBOARD ON EACH SIDE OF 3-5/8"

20 GA. METAL STUDS @ 16" O.C. WITH

3" SOUND ATTENUATION BLANKETS IN

STUD SPACE. STAGGER GYPSUM

BOARD JOINTS. EXTEND STUDS,

BOARD, AND BLANKETS FULL HEIGHT

TO DECK ABOVE. FIRE CAULK ALL

PENETRATIONS. SEE PARTITION

NOTES THIS DRAWING.

UL DESIGN U419 - 2 HOUR

USG-840818 - STC 56

5/8" GYPSUM

WALLBOARD

1-1/2" HAT

CHANNEL AT

16" O.C.

8" GROUT

FILLED CMU

11 3/4"

TYPE 10

8" GROUT FILLED CMU WITH ONE

LAYER OF 5/8" GYPSUM

WALLBOARD ON 1 1/2" HAT

CHANNEL ON EACH SIDE.

TYPE 11

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON 1 1/2" HAT CHANNEL.

EXISTING WALL ASSUMED TO BE 1HR

RATED.

EXISTING 8" CMU

6" GROUT

FILLED CMU

5 5/8"

TYPE 7

6" GROUT FILLED CMU.

TYPE 6A

SAME AS TYPE 4 WITHOUT FIRE

RATING.

USG-840818 - STC 56

SOUND ISOLATION

PADS (1/GI001)

SOUND ISOLATION

PADS (1/GI001)

5/8" GYPSUM

WALLBOARD

2-1/2" 20 GA.

METAL STUDS

2 1/2" METAL

CHANNEL

2 1/2" METAL

CHANNEL

2 " THERMAL

BARRIER

INSULATION

2 LAYERS OF

5/8" GYPSUM

WALLBOARD

3" SOUND

ATTENUATION

BLANKETS

3-5/8" 20 GA.

METAL STUDS

SOUND ISOLATION

PADS (1/GI001)

3 5/8" METAL

CHANNELS

3 5/8" METAL

CHANNELS

SOUND ISOLATION

PADS (1/GI001)

TYPE 12A

SAME AS TYPE 12, FIRE BARRIER

UL DESIGN U452 - 1 HOUR RATED

4 1/4" 4 1/4"

TYPE 3

ONE LAYER OF 1" GYPSUM

WALLBOARD ON 4" 20 GA. NON

STRUCTURAL CH STUDS @ 16"

O.C. WITH 3" SOUND

ATTENUATION BLANKETS IN STUD

SPACE AND ONE LAYER OF 5/8"

GYPSUM WALL BOARD ON ROOM

SIDE. EXTEND STUDS, BOARD,

AND BLANKETS FULL HEIGHT TO

DECK ABOVE.

UL DESIGN U415 - 1 HOUR RATED

SA-870717 - STC 49

TYPE 4

ONE LAYER OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE OF

3-5/8" 20 GA. NON STRUCTURAL

METAL FRAMING @ 16" O.C. WITH

3" THERMAL BARRIER. STAGGER

GYPSUM BOARD JOINTS. EXTEND

STUDS, BOARD, AND THERMAL

BARRIER INSULATION TO FULL

HEIGHT TO DECK ABOVE.

4" 20 GA.

CH STUDS

1" GYPSUM

WALLBOARD

3" SOUND

ATTENUATION

BLANKETS

3" METAL

CHANNELS

3" METAL

CHANNELS

SOUND ISOLATION

PADS (1/GI001)

SOUND ISOLATION

PADS (1/GI001)

5/8" GYPSUM

WALLBOARD

3" THERMAL

BARRIER

INSULATION

3-5/8" 20 GA.

METAL STUDS

3 5/8" METAL

CHANNELS

3 5/8" METAL

CHANNELS

RC-1 24" O.C.

5/8" GYPSUM

WALLBOARD

3" SOUND

ATTENUATION

BLANKETS

3-5/8" 20 GA.

METAL STUDS

TYPE 12

ONE LAYER OF 5/8" GYPSUM

WALLBOARD EACH SIDE OF 3-5/8"

20 GA. NON STRUCTURAL METAL

FRAMING @ 16" O.C. TWO LAYERS

OF 5/8" ON OPPOSITE SITE.

WITH 3" SOUND ATTENUATION

BLANKETS IN STUD SPACE.

EXTEND STUDS, BOARD, AND

BLANKETS FULL HEIGHT TO DECK

ABOVE.

3 5/8" METAL

CHANNELS

3 5/8" METAL

CHANNELS

SOUND ISOLATION

PADS (1/GI001)

SOUND ISOLATION

PADS (1/GI001)

PERIMETER

SEALANT

GYPSUM

WALLBOARD

1/2" ISOLATION

PAD

ANCHOR ISOLATOR

BUSHING SPACED

16" O.C.

COLD FORMED

STEEL FRAMING

2" DEFLECTION TRACK

AT 2ND FLOOR WALLS

TOP TRACK

02/23/2022

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

B

IM

/H in e s E

H R

M T ra in in g

C e n te r/ F

F E

H in e s

T ra in in g C e n te r_

B rv t

/2

/2

:1

:4

P

M

GI001

ABBREVIATIONS AND GENERAL

DETAILS

02/23/2022 PH TD

EHRM TRAINING AND ADMIN SPACE

SUPPORT

578-21-706

HINES, IL

BID DOCUMENTS

EDWARD HINES

JR. VAMC

1. TYPICAL PARTITION TYPE IS WALL TYPE "1" UNLESS NOTED OTHERWISE ON

PLAN.

2. BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN

REFERENCED. REFERENCES ARE TO LATEST EDITION OF GYPSUM

ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO

UNDERWRITERS LABORATORY (UL) FIRE RESISTANCE DIRECTORY.

3. ALL WALLBOARD IS TO BE TYPE "X" UNLESS NOTED OTHERWISE.

4. PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN

INTERSECTING PARTITION, UNLESS INDICATED OTHERWISE. WHERE

PARTITIONS OF DIFFERENT THICKNESSES MEET, MAINTAIN A FLUSH

SURFACE ON THE SIDE WHERE FACES ARE STRAIGHT AND CONTINUOUS,

UNLESS NOTED OTHERWISE.

5. METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED, AND MAY

BE INCREASED BY SPECIFICATIONS TO ACCOMMODATE LOADS, FINISHES, OR

UNBRACED CEILING HEIGHT LIMITS. DO NOT CONSIDER CEILING SYSTEM(S)

AS A PARTITION BRACING ELEMENT.

6. SOUND ATTENUATION BATTS (SAB) ARE TO BE PLACED IN ALL PARTITIONS

WHICH ENCLOSE A ROOM UNLESS NOTED OTHERWISE.

7. WOOD AND PLYWOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT).

8. EDGES OF GYPSUM WALL BOARD (GWB) LEFT EXPOSED TO VIEW, OR

ABUTTING DISSIMILAR MATERIAL, IS TO BE FINISHED WITH METAL "L" BEAD

TRIM AND COMPOUND UNLESS NOTED OTHERWISE.

9. PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD

(GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL FINISH

SCHEDULED FOR THAT PARTITION: USE CEMENTITIOUS BACKER BOARD

(CBB) WHERE CERAMIC TILE SCHEDULED IN "WET" AREAS; USE MOISTURE

RESISTANT BOARD (MR) WHERE CERAMIC TILE SCHEDULED IN "DRY" AREAS;

USE GYPSUM LATH (BLUE BOARD) WHERE VENEER PLASTER IS SCHEDULED.

SEE FINISH SCHEDULE AND SPECIFICATIONS FOR PARTICULARS. AT ALL

PLUMBING FIXTURES INSTALL 4X8 (MR) MOISTURE RESISTANT BOARD

CENTERED ON FIXTURE.

10. ALL FIRE RATED WALL AND FLOOR PENETRATION MUST COMPLY WITH ASTM-

E814

11. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO

OUTSIDE FACE OF FRAME, UNLESS NOTED OR DETAILED OTHERWISE.

12. ALL PARTITIONS, INCL. STUDS, BOARD, SOUND ATTENUATION BLANKETS, ETC.

TO EXTEND FROM TOP OF FLOOR SLAB TO UNDERSIDE OF CONCRETE SLAB

ABOVE UNLESS OTHERWISE NOTED.

13. CONTRACTOR IS TO CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY

REMOVALS AND NEW CONSTRUCTION, AS WELL AS INFILL ANY EXISTING

VOIDS IN NEWLY DESIGNATED FIRE RATED PARTITIONS. ALL PATCHES SHALL

MATCH AND ALIGN WITH SURROUNDING MATERIALS AND SHALL BE IN

ACCORDANCE WITH NFPA CODE.

14. REFER TO NEW ARCHITECTURAL FLOOR PLANS FOR PARTITION TYPE

DESIGNATIONS.

15. CONTRACTOR SHALL SEAL PARTITION WALLS AROUND ALL M.E.P.

PENETRATIONS OR OPENINGS, RESULTING FROM M.E.P. INSTALLATIONS

INCLUDING BUT NOT LIMITED TO THE SLAB, ABOVE AND BELOW CEILINGS.

16. ALL NEW MASONRY WORK INCLUDING NEW PARTITIONS, INFILL AND

PATCHING; MATCH EXISTING COURSING AND TOOTH IN WITH EXISTING ADJ.

CONSTRUCTION.

17. IN AREAS OF TOILET ROOMS AND OTHER PLUMBING FIXTURES SUCH AS MOP

BASINS, SINKS, SHOWERS, TOILETS, ETC. A TYPE 'X' MOISTURE RESISTANT

GYPSUM WALLBOARD SHALL BE USED FOR THE WALL CONSTRUCTION.

WHERE CERAMIC TILE IS SCHEDULED; CEMENTITIOUS BOARD SHALL BE USED

FOR THE WALL CONSTRUCTION.

18. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE

STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT,

EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP

CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM

VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD

AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO

NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO

THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM THE TOP OF THE

STUDS.

19. ALL INTERIOR PARTITIONS ARE TO BE CONSTRUCTED FROM FLOOR TO DECK,

AND ALL PENETRATIONS SEALED.

20. LABEL ALL RATED PARTITIONS (FIRE & SMOKE) ABOVE THE CEILING, ON BOTH

SIDES OF THE WALL ABOVE THE CEILING.

1. PROVIDE MINIMUM 0.0312" STUDS AT WALLS TO RECEIVE FINISH (TILE, STONE, WOOD, ETC.)

2. PROVIDE DOUBLE 0.0312" STUDS AT JAMBS OF DOOR AND FIXED GLASS FRAMES, AT OPEN

PARTITION ENDS, AND WHERE PARTITION IS TO RECEIVE WALL MOUNTED SHELVES,

CASEWORK, PLUMBING FIXTURES, ETC.

3. USE 5/8" FR GWB AT ALL FIRE-RATED PARTITIONS, ANCHOR W/ SCREWS AT 8" OC ON EDGES

AT 12" OC IN FIELD PER UL DESIGN NUMBERS LISTED.

4. SEE ALL SPECIFICATIONS FOR GWB REQUIREMENTS AT TOILETS AND ALL WET AREAS.

5. FOR LOCATIONS OF EXISTING AND NEW FIRE-RATED PARTITIONS, SEE LIFE SAFETY PLANS.

6. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS

EXCEEDING STUD MANUFACTURER REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND

DEFLECTION.

INTERIOR STUD CHART NOTES:

* REFERENCE STEEL STUD MANUFACTURER ASSOCIATION'S STANDARDS FOR SECTION

PROPERTIES AND DESIGN OF STUD SIZE LISTED HERE

USE L/240 DEFLECTION CHART FOR ALL AREA UNLESS OTHERWISE NOTED.

STUD GAUGE NOTES

1/2" = 1'-0"

TYPICAL ACCESSIBLE LAVATORY CLEARANCES

1/2" = 1'-0"

TYPICAL ACCESSIBLE TOILET CLEARANCES

1/4" = 1'-0"

TYPICAL RESTROOM FLOOR CLEARANCES

1/2" = 1'-0"

TYPICAL FIXTURES AND ACCESSORIES

G E N E R A L N O T E S

3" = 1'-0"

SOUND ISOLATION PADS

UP

UP

L I F E S A F E T Y L E G E N D

1 HOUR FIRE BARRIER

EXIT

EP EXIT PASSAGEWAY

HAZARDOUS

ROOM

NOT IN SCOPE

EXIT SIGN

FIRE EXTINGUISHER

PATH OF TRAVEL

2 HOUR FIRE BARRIER

TOTAL LENGTH: 120'-0"

TOTAL LENGTH: 115'-0"

TOTAL LENGTH: 225'-0"

CERNER AND COMMAND

CENTER (30)

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

PLANNING AND PREP

WOMEN'S RESTROOM

MEN'S RESTROOM

BREAK ROOM

ELEVATOR LOBBY

246ELEVATOR

E1-B

STAIR

S3-B

HAC

CORRIDOR

C2

CORRIDOR

C2

CORRIDOR

C5

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

211TR

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

FREIGHT ELEVATOR

E2

MECHANICAL ROOM

CLASSROOM (17)

CLASSROOM (17)

CLASSROOM (17)

VENDING

STAIR

S2-B

CORRIDOR

C4

STAIR

S1-B

CORRIDOR

C3

DEAD END CORRIDOR

40' - 0"

TOTAL

LENGTH: 98'

Redundant Room

CONFERENCE

1/3 = 92'

276' - 3"

165' - 5 1/4"

2ND STORY

OF UNOCCUPIED

SPACE

TOTAL

LENGTH: 99'

FREIGHT

ELEVATOR

OFFICE (1)

OFFICE (1)

TR

OFFICE (1)

OFFICE (1)

OFFICE (1)

BREAK (6)

CORRIDOR

C1

TOTAL LENGTH: 100'-0"

T O

T A

L L

E N

G T

H

TOTAL LENGTH: 90'-0"

STAIR

S2-A

LOBBY

ELEVATOR

UNISEX

RESTROOM

UNISEX

RESTROOM

ELEVATOR

EQUIPMENT

MECHANICAL

STAIR

S1-A

SHELL SPACE

SS

ELECTRICAL

EP

EP

EP

FUTURE RESTROOMS

FUT

/4

UNOCCUPIED

AREA

3' - 8"

4' - 0 1/2"

02/23/2022

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

B

IM

/H in e s E

H R

M T ra in in g

C e n te r/ F

F E

H in e s

T ra in in g C e n te r_

B rv t

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:1

:5

P

M

GI101

LIFE SAFETY PLAN

02/23/2022 PH TD

EHRM TRAINING AND ADMIN SPACE

SUPPORT

578-21-706

HINES, IL

BID DOCUMENTS

EDWARD HINES

JR. VAMC

N

1/16" = 1'-0"

N_02-SECOND FLOOR PLAN - LIFE SAFETY

N

1/16" = 1'-0"

N_01-FIRST FLOOR PLAN - LIFE SAFETY

N

1/16" = 1'-0"

N_00-BASEMENT FLOOR PLAN - LIFE SAFETY

02/23/2022

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

B

IM

/H in e s E

H R

M T ra in in g

C e n te r/ F

F E

H in e s

T ra in in g C e n te r_

B rv t

/2

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:1

:5

P

M

GI102

CODE ANALYSIS

02/23/2022 PH PH

EHRM TRAINING AND ADMIN SPACE

SUPPORT

578-21-706

HINES, IL

BID DOCUMENTS

EDWARD HINES

JR. VAMC

HINES

NFPA 101 2021 CODE REVIEW

CHAPTER 4 – GENERAL

4.4.2.1 A PRESCRIPTIVE-BASED LIFE SAFETY DESIGN SHALL BE IN ACCORDANCE WITH CHAPTERS 1 THROUGH 4, CHAPTERS 6 THROUGH 11, CHAPTER 43, AND THE

APPLICABLE OCCUPANCY CHAPTER, CHAPTERS 12 THROUGH 42.

4.4.2.3 WHERE A REQUIREMENT OF THIS CODE CONFLICTS WITH ANOTHER REQUIREMENT OF THIS CODE, THE FOLLOWING SHALL APPLY:

(1)* WHERE A SPECIFIC REQUIREMENT CONTAINED IN CHAPTERS 11 THROUGH 43 CONFLICTS WITH A GENERAL REQUIREMENT CONTAINED IN CHAPTERS 1 THROUGH 4 AND CHAPTERS 6 THROUGH 10, THE REQUIREMENT OF CHAPTERS 11 THROUGH 43 SHALL GOVERN.

4.6.1.1 THE AUTHORITY HAVING JURISDICTION SHALL DETERMINE WHETHER THE PROVISIONS OF THIS CODE ARE MET.

CHAPTER 6 — CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENTS

6.1.11 BUSINESS. FOR REQUIREMENTS, SEE CHAPTERS 38 AND 39.

6.1.11.1* DEFINITION — BUSINESS OCCUPANCY. AN OCCUPANCY USED FOR THE TRANSACTION OF BUSINESS OTHER THAN MERCANTILE.

6.1.12 INDUSTRIAL. FOR REQUIREMENTS, SEE CHAPTER 40.

6.1.12.1* DEFINITION — INDUSTRIAL OCCUPANCY.

AN OCCUPANCY IN WHICH PRODUCTS ARE MANUFACTURED OR IN WHICH PROCESSING, ASSEMBLING, MIXING, PACKAGING, FINISHING, DECORATING, OR REPAIR

OPERATIONS ARE CONDUCTED.

6.1.14.4 SEPARATED OCCUPANCIES.

TABLE 6.1.14.4.1(B) REQUIRED SEPARATION OF OCCUPANCIES (HOURS) – 2 HOUR FIRE BARRIER REQUIRED - EXISTING 8" FLOOR SLAB BY EQUIVILANCE AND NEW WALLS

SHOWN ON PLAN.

6.1.14.4.3 THE FIRE BARRIER MINIMUM FIRE RESISTANCE RATING SPECIFIED IN TABLE 6.1.14.4.1(A) AND TABLE 6.1.14.4.1(B) SHALL BE PERMITTED TO BE REDUCED BY 1 HOUR, BUT IN NO CASE SHALL IT BE REDUCED TO LESS THAN 1 HOUR, WHERE THE BUILDING IS PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1) AND SUPERVISED IN ACCORDANCE WITH 9.7.2, UNLESS PROHIBITED BY THE DOUBLE-DAGGER FOOTNOTE ENTRIES IN THE

TABLES.

CHAPTER 7 — MEANS OF EGRESS

7.1.3.1 EXIT ACCESS CORRIDORS.

CORRIDORS USED AS EXIT ACCESS AND SERVING AN AREA HAVING AN OCCUPANT LOAD EXCEEDING 30 SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING IN ACCORDANCE WITH SECTION 8.3, UNLESS OTHERWISE PERMITTED BY ONE OF THE

FOLLOWING:

(1) THIS REQUIREMENT SHALL NOT APPLY TO EXISTING BUILDINGS, PROVIDED THAT THE OCCUPANCY CLASSIFICATION DOES NOT CHANGE.

(2) THIS REQUIREMENT SHALL NOT APPLY WHERE OTHERWISE PROVIDED IN CHAPTERS 11 THROUGH 43.

7.1.3.2.1 WHERE THIS CODE REQUIRES AN EXIT TO BE SEPARATED FROM OTHER PARTS OF THE BUILDING, THE SEPARATING CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF SECTION 8.2 AND THE FOLLOWING:

(1) * THE SEPARATION SHALL HAVE A MINIMUM 1-HOUR FIRE RESISTANCE RATING WHERE THE EXIT CONNECTS THREE OR FEWER STORIES. PROVIDED AT

RENOVATED EXIT STAIRS AND NEW STAIR.

(2) THE SEPARATION SPECIFIED IN 7.1.3.2.1(1), OTHER THAN AN EXISTING SEPARATION, SHALL BE SUPPORTED BY CONSTRUCTION HAVING NOT LESS THAN A 1-

HOUR FIRE RESISTANCE RATING.

(5) * STRUCTURAL ELEMENTS, OR PORTIONS THEREOF, THAT SUPPORT EXIT COMPONENTS AND EITHER PENETRATE INTO A FIRE-RESISTANCE-RATED ASSEMBLY OR ARE INSTALLED WITHIN A FIRE-RESISTANCE-RATED WALL ASSEMBLY SHALL BE PROTECTED, AS A MINIMUM, TO THE FIRE RESISTANCE RATING REQUIRED BY 7.1.3.2.1(1).

(6) FIRE-RETARDANT-TREATED WOOD ENCLOSED IN NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN ACCORDANCE WITH

NFPA 220.

(7) OPENINGS IN THE SEPARATION SHALL BE PROTECTED BY FIRE DOOR ASSEMBLIES EQUIPPED WITH DOOR CLOSERS COMPLYING WITH 7.2.1.8. - ALL FIRE

DOORS HAVE CLOSERS.

(8) *OPENINGS IN EXIT ENCLOSURES SHALL BE LIMITED TO DOOR ASSEMBLIES FROM NORMALLY OCCUPIED SPACES AND CORRIDORS AND DOOR ASSEMBLIES

FOR EGRESS FROM THE ENCLOSURE, UNLESS ONE OF THE FOLLOWING CONDITIONS EXISTS:

(A) VESTIBULES THAT SEPARATE NORMALLY UNOCCUPIED SPACES FROM AN EXIT ENCLOSURE SHALL BE PERMITTED, PROVIDED THE VESTIBULE IS SEPARATED FROM ADJACENT SPACES BY CORRIDOR WALLS AND RELATED OPENING PROTECTIVES AS REQUIRED FOR THE OCCUPANCY INVOLVED BUT

NOT LESS THAN A SMOKE PARTITION IN ACCORDANCE WITH SECTION 8.4.

(B) IN BUILDINGS OF TYPE I OR TYPE II CONSTRUCTION, AS DEFINED IN NFPA 220(SEE 8.2.1.2), FIRE-PROTECTION-RATED DOOR ASSEMBLIES TO NORMALLY UNOCCUPIED BUILDING SERVICE EQUIPMENT SUPPORT AREAS AS ADDRESSED IN SECTION 7.14 SHALL BE PERMITTED, PROVIDED THE SPACE IS

SEPARATED FROM THE EXIT ENCLOSURE BY FIRE BARRIERS AS REQUIRED BY 7.1.3.2.1(3).

(9) PENETRATIONS INTO, AND OPENINGS THROUGH, AN EXIT ENCLOSURE ASSEMBLY SHALL BE LIMITED TO THE FOLLOWING:

(A) DOOR ASSEMBLIES PERMITTED BY 7.1.3.2.1(8)

(B)* ELECTRICAL CONDUIT SERVING THE EXIT ENCLOSURE

(C) PATHWAYS FOR DEVICES FOR SECURITY AND COMMUNICATION SYSTEMS SERVING THE EXIT ENCLOSURE, WHERE PATHWAYS ARE INSTALLED IN

METAL CONDUIT

(D)*REQUIRED EXIT DOOR OPENINGS

(E) DUCTWORK AND EQUIPMENT NECESSARY FOR INDEPENDENT STAIR PRESSURIZATION

(F) WATER OR STEAM PIPING NECESSARY FOR THE HEATING OR COOLING OF THE EXIT ENCLOSURE

(G) SPRINKLER PIPING

(H) STANDPIPES

(I) EXISTING PENETRATIONS

(J) PENETRATIONS FOR FIRE ALARM CIRCUITS, WHERE THE CIRCUITS ARE INSTALLED IN METAL CONDUIT

(10) PENETRATIONS OR COMMUNICATING OPENINGS SHALL BE PROHIBITED BETWEEN ADJACENT EXIT ENCLOSURES.

(11) ALL PENETRATIONS IN FIRE BARRIERS SEPARATING THE EXIT FROM OTHER PARTS OF THE BUILDING SHALL BE PROTECTED IN ACCORDANCE WITH 8.3.4.

(12) MEMBRANE PENETRATIONS SHALL BE PERMITTED ON THE EXIT ACCESS SIDE OF THE EXIT ENCLOSURE AND SHALL BE PROTECTED IN ACCORDANCE WITH 8.3.4.7.

7.1.3.2.2 AN EXIT ENCLOSURE SHALL PROVIDE A CONTINUOUS PROTECTED PATH OF TRAVEL TO AN EXIT DISCHARGE. - PROVIDED.

7.1.4 INTERIOR FINISH IN EXIT ENCLOSURES.

7.1.4.1* INTERIOR WALL AND CEILING FINISH IN EXIT ENCLOSURES.

INTERIOR WALL AND CEILING FINISH SHALL BE IN ACCORDANCE WITH SECTION 10.2. IN EXIT ENCLOSURES, INTERIOR WALL AND CEILING FINISH MATERIALS COMPLYING

WITH SECTION 10.2 SHALL BE CLASS A OR CLASS B. - NOTED ON FINISH SCHEDULE

7.2 MEANS OF EGRESS COMPONENTS.

7.2.1.6.1.1 APPROVED, DELAYED-EGRESS ELECTRICAL LOCKING SYSTEMS SHALL BE PERMITTED TO BE INSTALLED ON DOOR ASSEMBLIES SERVING LOW- AND ORDINARY-HAZARD CONTENTS IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE WITH SECTION 9.6 OR AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7, AND WHERE PERMITTED IN CHAPTERS 11 THROUGH

43, PROVIDED THAT ALL OF THE FOLLOWING CRITERIA ARE MET:

(1) THE DELAY OF THE DELAYED-EGRESS ELECTRICAL LOCKING SYSTEM SHALL DEACTIVATE ALLOWING UNOBSTRUCTED EGRESS UPON ACTUATION OF ONE OF

THE FOLLOWING:

(A) APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7

(B) NOT MORE THAN ONE HEAT DETECTOR OF AN APPROVED, SUPERVISED AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE WITH SECTION 9.6

(C) NOT MORE THAN TWO SMOKE DETECTORS OF AN APPROVED, SUPERVISED AUTOMATIC FIRE DETECTION SYSTEM IN ACCORDANCE WITH SECTION 9.6

(2) THE DELAY OF THE DELAYED-EGRESS ELECTRICAL LOCKING SYSTEM SHALL DEACTIVATE ALLOWING UNOBSTRUCTED EGRESS UPON LOSS OF POWER

CONTROLLING THE LOCK OR LOCKING MECHANISM.

(3)* AN IRREVERSIBLE PROCESS SHALL RELEASE THE ELECTRICAL LOCK IN THE DIRECTION OF EGRESS WITHIN 15 SECONDS, OR 30 SECONDS WHERE APPROVED BY THE AUTHORITY HAVING JURISDICTION, UPON APPLICATION OF A FORCE TO THE RELEASE DEVICE REQUIRED IN 7.2.1.5.3 UNDER ALL OF THE

FOLLOWING CONDITIONS:

(A) THE FORCE SHALL NOT BE REQUIRED TO EXCEED 15 LBF (67 N).

(B) THE FORCE SHALL NOT BE REQUIRED TO BE CONTINUOUSLY APPLIED FOR MORE THAN 3 SECONDS.

(C) THE INITIATION OF THE RELEASE PROCESS SHALL ACTIVATE AN AUDIBLE SIGNAL IN THE VICINITY OF THE DOOR OPENING.

(D) ONCE THE ELECTRICAL LOCK HAS BEEN RELEASED BY THE APPLICATION OF FORCE TO THE RELEASING DEVICE, REARMING THE DELAY ELECTRONICS

SHALL BE BY MANUAL MEANS ONLY.

(4)* A READILY VISIBLE, DURABLE SIGN THAT CONFORMS TO THE VISUAL CHARACTERS REQUIREMENTS OF ICC A117.1, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, SHALL BE LOCATED ON THE DOOR LEAF ADJACENT TO THE RELEASE DEVICE IN THE DIRECTION OF EGRESS, AND SHALL READ AS FOLLOWS:

(A) PUSH UNTIL ALARM SOUNDS, DOOR CAN BE OPENED IN 15 SECONDS, FOR DOORS THAT SWING IN THE DIRECTION OF EGRESS TRAVEL

(B) PULL UNTIL ALARM SOUNDS, DOOR CAN BE OPENED IN 15 SECONDS, FOR DOORS THAT SWING AGAINST THE DIRECTION OF EGRESS TRAVEL

(5) THE EGRESS SIDE OF DOORS EQUIPPED WITH DELAYED-EGRESS ELECTRICAL LOCKING SYSTEMS SHALL BE PROVIDED WITH EMERGENCY LIGHTING IN

ACCORDANCE WITH SECTION 7.9.

(6) HARDWARE FOR NEW INSTALLATIONS SHALL BE LISTED IN ACCORDANCE WITH UL 294, ACCESS CONTROL SYSTEM UNITS.

NO DELAYED EGRESS USED

7.2.2 STAIRS

TABLE 7.2.2.2.1.2(B) NEW STAIR WIDTH <2000 PERSONS 44 INCHES - PROVIDED SEE PLANS FOR DIMENSIONS

7.3.1 OCCUPANT LOAD.

TABLE 7.3.1.2 OCCUPANT LOAD FACTOR

B SEE A..3.1.2.

7.2.13.3 ELEVATOR LOBBY. EVERY FLOOR SERVED BY THE ELEVATOR SHALL HAVE AN ELEVATOR LOBBY. BARRIERS FORMING THE ELEVATOR LOBBY SHALL HAVE A MINIMUM 1-HOUR FIRE RESISTANCE RATING AND SHALL BE ARRANGED AS A SMOKE BARRIER IN ACCORDANCE WITH SECTION 8.5. - PROVIDED SEE PLAN.

7.3.3* EGRESS CAPACITY.

TABLE 7.3.3.1 CAPACITY FACTORS - STAIRWAYS (WIDTH/PERSON) 0.3 INCHES

7.3.4 MINIMUM WIDTH.

(1) NOT LESS THAN THAT REQUIRED FOR A GIVEN EGRESS COMPONENT IN THIS CHAPTER OR CHAPTERS 11 THROUGH 43

(2) NOT LESS THAN 36 IN. (915 MM) WHERE ANOTHER PART OF THIS CHAPTER AND CHAPTERS 11 THROUGH 43 DO NOT SPECIFY A MINIMUM WIDTH

7.4* NUMBER OF MEANS OF EGRESS.

7.4.1.2 THE NUMBER OF MEANS OF EGRESS FROM ANY STORY OR PORTION THEREOF, OTHER THAN FOR EXISTING BUILDINGS AS PERMITTED IN CHAPTERS 11 THROUGH 43, SHALL BE AS FOLLOWS:

(1) OCCUPANT LOAD MORE THAN 500 BUT NOT MORE THAN 1000 — NOT LESS THAN 3

7.5.1.3.2* WHERE TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES ARE REQUIRED, THEY SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-HALF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE EXITS, EXIT ACCESSES, OR EXIT DISCHARGES, UNLESS OTHERWISE PROVIDED IN 7.5.1.3.3 THROUGH 7.5.1.3.5.

7.5.1.3.3 IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7, THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES, MEASURED IN ACCORDANCE WITH 7.5.1.3.2, SHALL BE NOT LESS THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

7.14 NORMALLY UNOCCUPIED BUILDING SERVICE EQUIPMENT SUPPORT AREAS.

7.14.1.1 UNLESS PROHIBITED BY CHAPTERS 11 THROUGH 43, THE PROVISIONS OF SECTION 7.14 SHALL APPLY, IN LIEU OF THE PROVISIONS OF SECTIONS 7.1 THROUGH 7.13, TO NORMALLY UNOCCUPIED BUILDING SERVICE EQUIPMENT SUPPORT AREAS WHERE SUCH AREAS DO NOT CONTAIN HIGH-HAZARD CONTENTS OR OPERATIONS.

CHAPTER 8 — FEATURES OF FIRE PROTECTION

8.3.1.2*

FIRE BARRIERS SHALL COMPLY WITH ONE OF THE FOLLOWING:

(1) THE FIRE BARRIERS ARE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL OR FROM ONE FIRE BARRIER TO ANOTHER, OR A COMBINATION THEREOF, INCLUDING CONTINUITY THROUGH ALL CONCEALED SPACES, SUCH AS THOSE FOUND ABOVE A CEILING, INCLUDING INTERSTITIAL SPACES.

(2) THE FIRE BARRIERS ARE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL OR FROM ONE FIRE BARRIER TO ANOTHER, AND FROM THE FLOOR TO THE BOTTOM OF THE INTERSTITIAL SPACE, PROVIDED THAT THE CONSTRUCTION ASSEMBLY FORMING THE BOTTOM OF THE INTERSTITIAL SPACE HAS A FIRE

RESISTANCE RATING NOT LESS THAN THAT OF THE FIRE BARRIER.

8.3.3.2.2* THE MINIMUM FIRE RATING FOR OPENING PROTECTIVES IN FIRE BARRIERS, FIRE-RATED SMOKE BARRIERS, AND FIRE-RATED SMOKE PARTITIONS SHALL BE IN ACCORDANCE WITH TABLE 8.3.3.2.2, EXCEPT AS OTHERWISE PERMITTED IN 8.3.3.2.3 OR 8.3.3.2.4.

8.3.4 PENETRATIONS (SEE TABLE)

8.3.4.2* FIRESTOP SYSTEMS AND DEVICES REQUIRED.

8.3.4.2.1 PENETRATIONS FOR CABLES, CABLE TRAYS, CONDUITS, PIPES, TUBES, COMBUSTION VENTS AND EXHAUST VENTS, WIRES, AND SIMILAR ITEMS TO ACCOMMODATE ELECTRICAL, MECHANICAL, PLUMBING, AND COMMUNICATIONS SYSTEMS THAT PASS THROUGH A WALL, FLOOR, OR FLOOR/CEILING ASSEMBLY CONSTRUCTED AS A

FIRE BARRIER SHALL BE PROTECTED BY A FIRESTOP SYSTEM OR DEVICE.

8.3.4.8 DUCTS AND AIR-TRANSFER OPENINGS.

OPENINGS FOR AIR-HANDLING DUCTWORK OR AIR MOVEMENT SHALL BE PROTECTED IN ACCORDANCE WITH 9.2.1.

8.4 SMOKE PARTITIONS.

8.4.1* GENERAL.

WHERE REQUIRED ELSEWHERE IN THIS CODE, SMOKE PARTITIONS SHALL BE PROVIDED TO LIMIT THE TRANSFER OF SMOKE.

8.4.6 AIR-TRANSFER OPENINGS.

8.4.6.1 GENERAL.

THE PROVISIONS OF 8.4.6 SHALL GOVERN THE MATERIALS AND METHODS OF CONSTRUCTION USED TO PROTECT AIR-TRANSFER OPENINGS IN SMOKE PARTITIONS.

8.4.6.2* SMOKE DAMPERS.

AIR-TRANSFER OPENINGS IN SMOKE PARTITIONS SHALL BE PROVIDED WITH APPROVED SMOKE DAMPERS DESIGNED AND TESTED IN ACCORDANCE WITH THE

REQUIREMENTS OF UL 555S, SMOKE DAMPERS, TO LIMIT THE TRANSFER OF SMOKE.

8.5.3 FIRE BARRIER USED AS SMOKE BARRIER.

A FIRE BARRIER SHALL BE PERMITTED TO BE USED AS A SMOKE BARRIER, PROVIDED THAT IT MEETS THE REQUIREMENTS OF SECTION 8.5.

8.5.5.3 SMOKE DAMPER EXEMPTIONS.

SMOKE DAMPERS SHALL NOT BE REQUIRED UNDER ANY OF THE FOLLOWING CONDITIONS:

(1) WHERE SPECIFICALLY EXEMPTED BY PROVISIONS IN CHAPTERS 11 THROUGH 43

(2) WHERE DUCTS OR AIR-TRANSFER OPENINGS ARE PART OF AN ENGINEERED SMOKE CONTROL SYSTEM AND THE SMOKE DAMPER WILL INTERFERE WITH THE

OPERATION OF A SMOKE CONTROL SYSTEM

(3) WHERE THE AIR IN DUCTS CONTINUES TO MOVE AND THE AIR HANDLING SYSTEM INSTALLED IS ARRANGED TO PREVENT RECIRCULATION OF EXHAUST OR RETURN

AIR UNDER FIRE EMERGENCY CONDITIONS

(4) WHERE THE AIR INLET OR OUTLET OPENINGS IN DUCTS ARE LIMITED TO A SINGLE SMOKE COMPARTMENT

(5) WHERE DUCTS PENETRATE FLOORS THAT SERVE AS SMOKE BARRIERS

(6) WHERE DUCTS PENETRATE SMOKE BARRIERS FORMING A COMMUNICATING SPACE SEPARATION IN ACCORDANCE WITH 8.6.6(4)(A)

8.6 VERTICAL OPENINGS.

8.6.1 FLOOR SMOKE BARRIERS.

EVERY FLOOR THAT SEPARATES STORIES IN A BUILDING SHALL MEET THE FOLLOWING CRITERIA:

(1) IT SHALL BE CONSTRUCTED AS A SMOKE BARRIER IN ACCORDANCE WITH SECTION 8.5.

(2) IT SHALL BE PERMITTED TO HAVE OPENINGS AS DESCRIBED BY 8.6.6 THROUGH 8.6.9, OR CHAPTERS 11 THROUGH 43.

CHAPTER 9 — BUILDING SERVICE, FIRE PROTECTION, AND LIFE SAFETY EQUIPMENT

9.4 ELEVATORS, ESCALATORS, AND CONVEYORS

9.4.2.1 EXCEPT AS MODIFIED HEREIN, NEW ELEVATORS, ESCALATORS, DUMBWAITERS, AND MOVING WALKS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF

ASME A17.1/CSA B44, SAFETY CODE FOR ELEVATORS AND ESCALATORS.

9.4.3.1 ALL NEW ELEVATORS SHALL CONFORM TO THE FIRE FIGHTERS’ EMERGENCY OPERATIONS REQUIREMENTS OF ASME A17.1/CSA B44, SAFETY CODE FOR

ELEVATORS AND ESCALATORS.

9.4.7 OPENINGS TO EXIT ENCLOSURES.

CONVEYORS, ELEVATORS, DUMBWAITERS, AND PNEUMATIC CONVEYORS SERVING VARIOUS STORIES OF A BUILDING SHALL NOT OPEN TO AN EXIT ENCLOSURE.

9.6 FIRE DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.

9.6.1.3 FIRE ALARM SYSTEMS REQUIRED BY THIS CODE SHALL BE INSTALLED, TESTED, AND MAINTAINED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF NFPA

70 AND NFPA 72 UNLESS OTHERWISE PERMITTED BY 9.6.1.4.

9.4.5* ELEVATOR MACHINE ROOMS. ELEVATOR MACHINE ROOMS THAT CONTAIN SOLID-STATE EQUIPMENT FOR ELEVATORS, OTHER THAN EXISTING ELEVATORS, HAVING A TRAVEL DISTANCE EXCEEDING 50 FT (15 M) ABOVE THE LEVEL OF EXIT DISCHARGE, OR EXCEEDING 30 FT (9.1 M) BELOW THE LEVEL OF EXIT DISCHARGE, SHALL BE PROVIDED WITH INDEPENDENT VENTILATION OR AIR-CONDITIONING SYSTEMS TO MAINTAIN TEMPERATURE DURING FIRE FIGHTERS’ EMERGENCY OPERATIONS FOR ELEVATOR OPERATION (SEE 9.4.3). THE OPERATING TEMPERATURE SHALL BE ESTABLISHED BY THE ELEVATOR EQUIPMENT MANUFACTURER’S SPECIFICATIONS. WHEN STANDBY POWER IS CONNECTED TO THE ELEVATOR, THE MACHINE ROOM VENTILATION OR AIR-CONDITIONING SHALL BE CONNECTED TO STANDBY POWER.

9.6.3 OCCUPANT NOTIFICATION.

9.6.3.1 OCCUPANT NOTIFICATION SHALL BE PROVIDED TO ALERT OCCUPANTS OF A FIRE OR OTHER EMERGENCY WHERE REQUIRED BY OTHER SECTIONS OF THIS CODE.

9.6.3.2.1* ELEVATOR LOBBY, HOIST WAY, AND ASSOCIATED MACHINE ROOM SMOKE DETECTORS USED SOLELY FOR ELEVATOR RECALL, AND HEAT DETECTORS USED SOLELY FOR ELEVATOR POWER SHUTDOWN, SHALL NOT BE REQUIRED TO ACTIVATE THE BUILDING EVACUATION ALARM IF THE POWER SUPPLY AND INSTALLATION WIRING TO SUCH DETECTORS ARE MONITORED BY THE BUILDING FIRE ALARM SYSTEM, AND IF THE ACTIVATION OF SUCH DETECTORS INITIATES A SUPERVISORY SIGNAL

AT A CONSTANTLY ATTENDED LOCATION.

9.6.3.5 WHERE PERMITTED BY CHAPTERS 11 THROUGH 43, A POSITIVE ALARM SEQUENCE SHALL BE PERMITTED, PROVIDED THAT IT IS IN ACCORDANCE WITH NFPA 72.

9.6.4.2 WHERE EMERGENCY FORCES NOTIFICATION IS REQUIRED BY ANOTHER SECTION OF THIS CODE, THE FIRE ALARM SYSTEM SHALL BE ARRANGED TO TRANSMIT THE ALARM AUTOMATICALLY VIA ANY OF THE FOLLOWING MEANS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AND SHALL BE IN ACCORDANCE WITH NFPA 72:

(1) AUXILIARY FIRE ALARM SYSTEM

(2) CENTRAL STATION FIRE ALARM SYSTEM

(3) PROPRIETARY SUPERVISING STATION FIRE ALARM SYSTEM

(4) REMOTE SUPERVISING STATION FIRE ALARM SYSTEM

9.6.8 ANNUNCIATION.

9.6.8.1 WHERE ALARM ANNUNCIATION IS REQUIRED BY ANOTHER SECTION OF THIS CODE, IT SHALL COMPLY WITH 9.6.8.2 THROUGH 9.6.8.8.

9.6.8.2 ALARM ANNUNCIATION AT THE CONTROL CENTER SHALL BE BY MEANS OF AUDIBLE AND VISIBLE INDICATORS.

9.6.8.4 WHERE A FLOOR AREA EXCEEDS 22,500 FT2 (2090 M2), ADDITIONAL FIRE ALARM ZONING SHALL BE PROVIDED, AND THE LENGTH OF ANY SINGLE FIRE ALARM ZONE SHALL NOT EXCEED 300 FT (91 M) IN ANY DIRECTION, EXCEPT AS PROVIDED IN 9.6.8.4.1 THROUGH 9.6.8.4.6, OR AS OTHERWISE MODIFIED BY ANOTHER SECTION OF THIS

CODE.

9.6.8.4.2 WHERE THE BUILDING IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1), THE AREA OF THE FIRE ALARM ZONE SHALL BE

PERMITTED TO COINCIDE WITH THE ALLOWABLE AREA OF THE SPRINKLER SYSTEM.

9.7 AUTOMATIC SPRINKLERS.

9.7.1.1* EACH AUTOMATIC SPRINKLER SYSTEM REQUIRED BY ANOTHER SECTION OF THIS CODE SHALL BE IN ACCORDANCE WITH ONE OF THE FOLLOWING:

(1) NFPA 13

9.9* PORTABLE FIRE EXTINGUISHERS. WHERE REQUIRED BY ANOTHER SECTION OF THIS CODE, PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED, INSTALLED, INSPECTED, AND MAINTAINED IN ACCORDANCE WITH NFPA 10.

CHAPTER 10 — INTERIOR FINISH, CONTENTS, AND FURNISHINGS

10.2.3.3* INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723.

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84, STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, OR UL 723, TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, EXCEPT AS INDICATED IN 10.2.3.4 AND 10.2.3.5, AND SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE DEVELOPED INDEXES.

(1) CLASS A: FLAME SPREAD INDEX 0–25; SMOKE DEVELOPED INDEX 0–450.

(2) CLASS B: FLAME SPREAD INDEX 26–75; SMOKE DEVELOPED INDEX 0–450.

(3) CLASS C: FLAME SPREAD INDEX 76–200; SMOKE DEVELOPED INDEX 0–450.

CHAPTER 38 — NEW BUSINESS OCCUPANCIES

38.1.1.1 THE REQUIREMENTS OF THIS CHAPTER SHALL APPLY TO NEW BUILDINGS OR PORTIONS THEREOF USED AS BUSINESS OCCUPANCIES. (SEE 1.3.1.)

38.2.3 CAPACITY OF MEANS OF EGRESS.

38.2.3.1 THE CAPACITY OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH SECTION 7.3.

38.2.3.2* THE CLEAR WIDTH OF ANY CORRIDOR OR PASSAGEWAY SERVING AN OCCUPANT LOAD OF 50 OR MORE SHALL BE NOT LESS THAN 44 IN. (1120 MM). - 60"

PROVIDED IN MOST AREAS.

38.2.4 NUMBER OF MEANS OF EGRESS.

38.2.4.1 MEANS OF EGRESS SHALL COMPLY WITH ALL OF THE FOLLOWING, EXCEPT AS OTHERWISE PERMITTED BY 38.2.4.2 THROUGH 38.2.4.6:

(1) THE NUMBER OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH SECTION 7.4.

(2) NOT LESS THAN TWO SEPARATE EXITS SHALL BE PROVIDED ON EVERY STORY. THREE PROVIDED

(3) NOT LESS THAN TWO SEPARATE EXITS SHALL BE ACCESSIBLE FROM EVERY PART OF EVERY STORY.

38.2.5 ARRANGEMENT OF MEANS OF EGRESS.

38.2.5.2.1 COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT (30 M) IN A BUILDING PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER

SYSTEM IN ACCORDANCE WITH 9.7.1.1(1). - SEE PATHS NOTED ON PLAN

38.2.5.3.1 IN BUILDINGS PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.1(1), DEAD-END

CORRIDORS SHALL NOT EXCEED 50 FT (15 M). - SEE PATHS NOTED ON PLAN

38.2.6.3 TRAVEL DISTANCE SHALL NOT EXCEED 300 FT (91 M) IN BUSINESS OCCUPANCIES PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7. - SEE PATHS NOTED ON PLAN

38.3.2 PROTECTION FROM HAZARDS.

38.3.2.1* GENERAL.

HAZARDOUS AREAS INCLUDING, BUT NOT LIMITED TO, AREAS USED FOR GENERAL STORAGE, BOILER OR FURNACE ROOMS, AND MAINTENANCE SHOPS THAT INCLUDE WOODWORKING AND PAINTING AREAS SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 8.7. - SECOND FLOOR B

38.3.2.2* HIGH HAZARD CONTENTS AREAS.

HIGH HAZARD CONTENTS AREAS, AS CLASSIFIED IN SECTION 6.2, SHALL MEET ALL OF THE FOLLOWING CRITERIA:

(1) THE AREA SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING BY FIRE BARRIERS HAVING A MINIMUM 1-HOUR FIRE RESISTANCE RATING, WITH ALL OPENINGS THEREIN PROTECTED BY SELF-CLOSING FIRE DOOR ASSEMBLIES HAVING A MINIMUM 3⁄4-HOUR FIRE PROTECTION RATING.

(2) THE AREA SHALL BE PROTECTED BY AN AUTOMATIC EXTINGUISHING SYSTEM IN ACCORDANCE WITH 9.7.1.1(1) OR 9.7.1.2.

38.3.3 INTERIOR FINISH.

38.3.3.1 GENERAL. INTERIOR FINISH SHALL BE IN ACCORDANCE WITH SECTION 10.2.

38.3.3.2 INTERIOR WALL AND CEILING FINISH.

38.3.3.2.1 INTERIOR WALL AND CEILING FINISH MATERIAL COMPLYING WITH SECTION 10.2 SHALL BE CLASS A OR CLASS B IN EXITS AND IN EXIT ACCESS CORRIDORS.

38.3.3.2.2 INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS A, CLASS B, OR CLASS C IN AREAS OTHER THAN THOSE SPECIFIED IN 38.3.3.2.1.

38.3.4 DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.

38.3.4.1 GENERAL.

A FIRE ALARM SYSTEM IN ACCORDANCE WITH SECTION 9.6 SHALL BE PROVIDED IN ALL BUSINESS…