18111 - DVAMC PETCTPart-1.pdf

200 FT MAX REMOTE POINT TO EXIT

NFPA 101 LIFE SAFETY CODE (2018)

PROJECT AREA: RENOVATION - 1,465 SF

NEW CONSTRUCTION - 2,973 SF

TOTAL - 4,438 SF

FIRE SUPPRESSION: FULLY SPRINKLERED

TRAVEL DISTANCE (18.2.6):

100 FT MAX. WITHIN SUITE REMOTE POINT TO EXIT

FIRE-RESISTANCE RATINGS REQUIREMENTS - TABLE A.8.2.1.2:

CONSTRUCTION TYPE: TYPE II (222)

STRUCTURAL FRAME: 2 HOURS; 1 HOUR FOR ROOF SUPPORT ONLY

BEARING WALLS:

EXTERIOR:

INTERIOR:

NON BEARING WALLS & PARTITIONS:

EXTERIOR: 0 HOURS

INTERIOR: 0 HOURS

FLOOR CONSTRUCTION: 2 HOURS

ROOF CONSTRUCTION: 1 HOURS

2 HOURS; 1 HOUR FOR ROOF SUPPORT ONLY

2 HOURS; 1 HOUR FOR ROOF SUPPORT ONLY

INTERIOR FINISHES - TABLE A.10.2.2: CLASS A

STORAGE ROOMS (18.3.2.1.2):

LARGER THAN 100 SF STORING COMBUSTIBLE MATERIAL:

COMMON PATH OF TRAVEL (18.2.5.3): 100 FT MAX.

CORRIDOR WALLS (18.3.6.2.3): LIMIT TRANSFER OF SMOKE

SHAFT ENCLOSURES (8.6.5):

CONNECTING 4 STORIES OR MORE:

CONNECTING LESS THAN 4 STORIES:

2 HOURS

1 HOUR

SMOKE COMPARTMENTS (18.3.7.1.3c): 40,000 S.F. MAX - CONTAINING NO SLEEPING ROOMS

EXISTING SMOKE COMPARTMENT 21,595 S.F.

NEW ADDITION 2,973 S.F.

TOTAL 24,568 S.F.

EXIT ACCESS CORRIDORS (8.3.3.2.2): 1 HOUR

OCCUPANCY (6.1.5): HEALTH CARE

1 HR RATING

PATIENT CARE NON-SLEEPING SUITES (18.2.5.7.3):

MAXIMUM SIZE (18.2.5.7.3.2):

TRAVEL DISTANCE (18.2.5.7.3.3):

12,500 SF

200 FT MAX. SUITE REMOTE POINT TO AN EXIT

OCCUPANCY LOAD FACTOR - TABLE 7.3.1.2:

240 FT2 / PERSON

4,438 SF / 240 = 19 OCCUPANTS

INPATIENT TREATMENT:

SMOKE BARRIERS (18.3.7.3): 1 HOUR

EXIT ENCLOSURES (7.1.3.2.1): 1 HOUR

DEAD-END LIMIT (TABLE A7.6): 30'-0" (SPRINKLERED)

4,438 SF NEW SUITE SF

NFPA 101 LIFE SAFETY CODE 2018

NFPA 1 NATIONAL FIRE CODE 2018

NFPA 70 NATIONAL ELECTRICAL CODE 2017

PG 18-15 A/E SUBMISSION REQUIREMENTS

VOLUME C - MINOR AND NRM PROJECTS November 2008 PG 18-13 VA BARRIER FREE DESIGN STANDARD November 2018 NUCLEAR MEDICINE DESIGN GUIDE April 2008 H-18-8 SEISMIC DESIGN REQUIREMENTS November 2019 HVAC DESIGN MANUAL May 2019 PLUMBING DESIGN MANUAL May 2018 FIRE PROTECTION DESIGN MANUAL December 2015 WHOLE BUILDING COMMISSIONINS PROCESS MANUAL May 2013 SITE DEVELOPMENT DESIGN MANUAL February 2013

REFER TO STATEMENT OF BID ITEMS IN SECTION 01 00 00 AND DEDUCT ALTERNATES SHEETS

FOR ADDITIONAL INFORMATION

TOTAL PROJECT DURATION 245 DAYS

DEDUCT DESCRIPTION DURATION (IN CALENDAR DAYS)

ALTERANTE #1 REMOVE WINDOW ON NORTH AND EAST ELEVATIONS 0 DAYS

ALTERNATE #2 REMOVE ROOF TOP SCREEN WALL 0 DAYS

ALTERNATE #3 SMALLER CANOPY 0 DAYS

ALTERNATE #4 REMOVE PHASE III (-28) DAYS

PROJECT NUMBER:

SUBMITTAL FOR:

DRAWING INDEX: CODE DATA:LOCATION MAP:

DAYTON VA MEDICAL CENTER

CBLH Design, Inc.

Thorson Baker Architecture & Interior Design

Structural Engineer Richfield, Ohio

Cleveland, Ohio

Scheeser Buckley Mayfield Mechanical & Electrical Engineer Uniontown, Ohio

SITE PREP FOR PET/CT REPLACEMENT

4100 WEST THIRD STREET, DAYTON, OHIO 45428

552-CSI-162

BID & CONSTRUCTION (REVISED)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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E

P R

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P E

T -C

T jc h o

.r v t

/1

/2

:1

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A

M

GI-100

COVER SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG DRW

BID & CONSTRUCTION

(REVISED)18111

DRAWING INDEX

SHEET NO. SHEET NAME

FIRE PROTECTION

FA0.1 FIRE SUPRESSION GENERAL NOTES, SYMBOL LEGEND AND DETAILS

FA1.1 NEW WORK - FIRST FLOOR PLAN - FIRE SUPRESSION (PHASE 1)

FA2.1 NEW WORK - FIRST FLOOR PLAN - FIRE SUPRESSION (PHASE 2)

FA3.1 NEW WORK - FIRST FLOOR PLAN - FIRE SUPRESSION (PHASE 3)

MECHANICAL

MH0.1 HVAC GENERAL NOTES AND SYMBOL LEGEND

MH1.1 NEW WORK - BASEMENT FLOOR PLAN - HVAC (PIPING) (PHASE 1)

MH1.2 NEW WORK - FIRST FLOOR PLAN - HVAC (DUCTWORK) (PHASE 1)

MH1.3 NEW WORK - FIRST FLOOR PLAN - HVAC (PIPING) (PHASE 1)

MH1.4 NEW WORK - ROOF PLAN - HVAC (PHASE 1)

MH2.1 DEMOLITION - FIRST FLOOR PLAN - HVAC (PHASE 2)

MH2.2 NEW WORK - FIRST FLOOR PLAN - HVAC (PHASE 2)

MH3.1 DEMOLITION - FIRST FLOR PLAN - HVAC (PHASE 3)

MH3.2 NEW WORK - FIRST FLOOR PLAN -HVAC (PHASE 3)

MH4.1 DETAILS - HVAC

MH4.2 DETAILS - HVAC

MH5.1 TEMPERATURE CONTROLS - HVAC

MH6.1 SCHEDULES - HVAC

PLUMBING

PL0.1 PLUMBING GENERAL NOTES, SYMBOL LEGEND, SCHEDULES AND PLBG ISOMETRIC

PL1.1 DEMOLITION - FIRST FLOOR PLAN - SANITARY/VENT (PHASE 1)

PL1.2 DEMOLITION - FIRST FLOOR PLAN - WATER AND MED GAS (PHASE 1)

PL1.3 NEW WORK - FIRST FLOOR PLAN - SANITARY/VENT (PHASE 1)

PL1.4 NEW WORK - FIRST FLOOR PLAN - WATER AND MED GAS (PHASE 1)

PL1.5 NEW WORK - ROOF PLAN - PLUMBING (PHASE 1)

PL2.1 DEMOLITION - FIRST FLOOR PLAN - SANITARY/VENT (PHASE 2)

PL2.2 DEMOLITION - FIRST FLOOR PLAN - WATER AND MED GAS (PHASE 2)

PL2.3 NEW WORK - BASEMENT FLOOR PLAN - WATER AND MED GAS (PHASE 2)

PL2.4 NEW WORK - FIRST FLOOR PLAN - SANITARY/VENT (PHASE 2)

PL2.5 NEW WORK - FIRST FLOOR PLAN - WATER AND MED GAS (PHASE 2)

PL3.1 DETAILS - PLUMBING

ELECTRICAL

EL0.1 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND

EL0.2 LIGHTING FIXTURE SCHEDULE AND DETAILS

ES.1 ELECTRICAL SITE PLAN

EL1.1 LIGHTING - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 1)

EL1.2A POWER - PARTIAL BASEMENT FLOOR PLAN - ELECTRICAL

EL1.2B POWER - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 1)

EL1.3 POWER - ROOF PLAN - ELECTRICAL (PHASE 1)

EL1.4 SYSTEMS - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 1)

EL1.4B SYSTEMS - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 1)

EL2.0 DEMOLITION - FIRST FLOOR PLAN - ELECTRICAL (PHASE 2)

EL2.1 LIGHTING - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 2)

EL2.2 POWER - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 2)

EL2.3 SYSTEMS - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 2)

EL3.1 DEMOLITION - FIRST FLOOR PLAN - ELECTRICAL (PHASE 3)

EL3.2 LIGHTING - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 3)

EL3.3 POWER - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 3)

EL3.4 SYSTEMS - PARTIAL FIRST FLOOR PLAN - ELECTRICAL (PHASE 3)

EL4.0 PANELBOARD SCHEDULE

EL4.1 ONE LINE DIAGRAM

EL4.2 ELECTRICAL DETAILS

EL4.3 ELECTRICAL DETAILS

EL5.0 DAYTON VAMC GE REFERENCE DRAWINGS

GE HEALTHCARE

GE-101 GE HEALTHCARE DRAWINGS (FOR REFERENCE ONLY)

GE-102 GE HEALTHCARE DRAWINGS (FOR REFERENCE ONLY)

GE-103 GE HEALTHCARE DRAWINGS (FOR REFERENCE ONLY)

GE-104 GE HEALTHCARE DRAWINGS (FOR REFERENCE ONLY)

GE-105 GE HEALTHCARE DRAWINGS (FOR REFERENCE ONLY)

DRAWING INDEX

SHEET NO. SHEET NAME

GENERAL

GI-100 COVER

GI-101 ABBREVIATIONS, LEGENDS AND SYMBOLS

GI-102 OVERALL FIRST FLOOR PLAN

GI-103 LIFE SAFETY PLAN

GI-110 FIRE STOPPING DETAILS

GI-111 FIRE STOPPING DETAILS

GI-112 FIRE STOPPING DETAILS

GI-113 FIRE STOPPING DETAILS

GI-114 FIRE STOPPING DETAILS

GI-115 FIRE STOPPING DETAILS

CIVIL

1 OF 2 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY)

2 OF 2 TOPOGRAPHIC SURVEY (FOR REFERENCE ONLY)

C-1.0 SITE PREPARATION & SITE PLAN

C-2.0 SITE NOTES

C-3.0 SITE DETAILS

ARCHITECTURE

AD-200 FIRST FLOOR DEMOLITION PLAN - PHASE I

AD-201 FIRST FLOOR DEMOLITION PLAN - PHASE II

AD-202 FIRST FLOOR DEMOLITION SECTION - PHASE II

AD-203 FIRST FLOOR DEMOLITION PLAN - PHASE III (DEDUCT ALTERNATE #4)

AS-200 ARCHITECTURAL SITE PLAN

AS-301 FIRST FLOOR PLAN - PHASE I

AS-302 FIRST FLOOR PLAN - PHASE II

AS-303 FIRST FLOOR PLAN - PHASE III (DEDUCT ALTERNATE #4)

AS-304 FIRST FLOOR FINISH PLAN

AS-305 FIRST FLOOR PLAN - LEAD SHIELDING

AS-310 FIRST FLOOR EQUIPMENT PLAN - PHASE I

AS-311 FIRST FLOOR EQUIPMENT PLAN - PHASE II

AS-320 ROOF PLAN

AS-321 ROOF PLAN (DEDUCT ALTERNATE #2)

AS-322 ENLARGED CANOPY PLAN AND DETAILS

AS-400 EXTERIOR ELEVATIONS

AS-500 BUILDING SECTIONS

AS-510 WALL SECTIONS

AS-511 WALL SECTIONS

AS-520 DETAILS

AS-521 DETAILS

AS-522 DETAILS

AS-700 INTERIOR ELEVATIONS - PHASE I

AS-701 INTERIOR ELEVATIONS - PHASE I

AS-702 INTERIOR ELEVATIONS - PHASE I

AS-720 INTERIOR ELEVATIONS - PHASE II

AS-730 INTERIOR ELEVATIONS - PHASE III (DEDUCT ALTERNATE #4)

AS-800 MILLWORK DETAILS

AS-901 FIRST FLOOR REFLECTED CEILING PLAN - PHASE I

AS-902 FIRST FLOOR REFLECTED CEILING PLAN - PHASE II

AS-903 FIRST FLOOR REFLECTED CEILING PLAN - PHASE III (DEDUCT ALTERNATE #4)

AS-1000 PARTITION TYPES

AS-1001 DOOR & WINDOW SCHEDULES AND DETAILS

AS-1002 INTERIOR SIGNAGE

STRUCTRUAL

SS-001 GENERAL NOTES

SS-002 GENERAL NOTES

SS-003 GENERAL NOTES

SS-100 FOUNDATION PLAN

SS-100A FOUNDATION PLAN PHASE II

SS-101 ROOF FRAMING PLAN

SS-200 FOUNDATION SECTIONS & DETAILS

SS-201 FOUNDATION SECTIONS & DETAILS

SS-202 FOUNDATION SECTIONS & DETAILS

SS-203 FOUNDATION SECTIONS & DETAILS

SS-300 COLD FORMED SECTION & DETAILS

SS-400 ROOF FRAMING SECTIONS & DETAILS

SS-401 FRAMING SECTION & DETAILS

4100 WEST THIRD,

DAYTON, OHIO 45428

BUILDING CODES / PROJECT MANUALS PROJECT DURATION

Revisions: Date:

35% SUBMISSION 12-12-2019

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

BID & CONSTRUCTION (REVISED) 07-13-2020

SOLE SOURCE REVISION 09-16-2020

FINISHED CONTOURS

EXISTING CONTOURS

CONTRACT LIMIT LINE

PROPERTY LINE

ELEVATION INDICATORS

FINISH ELEVATION

EXISTING ELEVATION

FENCE

STRUCTURAL GRID COLUMN TAG (NEW)

STRUCTURAL GRID COLUMN TAG (EXISTING)

CENTERLINE

REVISION INDICATOR

DRAWING BREAK LINE

MATCH LINE INDICATOR

HIDDEN LINE

1. ITEMS ABOVE OR BEYOND

2. ITEMS NOT IN CONTRACT (N.I.C.)

3. ITEMS BEING DEMOLISHED

ELEVATION DATUM

WINDOW & LOUVER SYMBOL

(SEE WINDOW SCHEDULE)

DOOR SYMBOL

(SEE DOOR SCHEDULE)

EQUIPMENT SYMBOL

(SEE EQUIPMENT SCHEDULE)

WALL TYPE SYMBOL

(SEE PARTITION TYPES)

PARTITION NUMBER

WORK POINT

ROOM NUMBER SYMBOL

ELEVATION VIEW INDICATOR

DETAIL INDICATOR

SECTION INDICATOR

DRAWING TITLE

1 View Name

SCALE:1/8" = 1'-0"A101

DETAIL NO.

DRAWING NO.

1'-0"

1'-0"

INTERIOR 01

INTERIOR 02

ELEVATION NO.

DRAWING NO. A101

ELEVATION NO.

A

A

NEW

EXISTING

SECTION NO.

DRAWING NO.

X

B

Room name

X

/1 A101

/1 A101

A101

A101

NEW PARTITION

PATCH TO MATCH EXISTING PARTITION

EXISTING PARTITION TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

NEW DOOR AND FRAME

POCKET DOOR

CASED OPENING

BIFOLD DOOR

SLIDING DOOR

Room name

Room name

AIR CONDITIONED

ACOUSTICAL CEILING TILE

AIR CONDITIONING UNIT

ABOVE FINISHED FLOOR

ALTERNATE

AUDIO VISUAL

ARCHITECTURAL WOODWORK

AC

A.C.T.

A.C.U.

A.F.F.

ALT

A.V.

A.W.

BD

BLDG

BLK

BLKG

BOT

BR

BRG

BSMT

CONC

CAB

C.B.B.

C.C.T.

C.G.

C.J.

CLR

CLG

C.M.U.

COL

COMM

CONF

CONN

CONST

CONT

CONTR

COORD

CORR

C.R.

C.W.

CYL

DBL

DEMO

DEPT

DET

D.F.

DIA

DIAG

DIM

DISP

DN

DR

D.S.

D.W.

DWG(S)

EXIST

E

EA EACH

EAST

EXISTING

DRAWING(S)

DUMBWAITER

DOWNSPOUT

DOOR

DOWN

DISPENSER

DIMENSION

DIAGONAL

DIAMETER

DRINKING FOUNTAIN

DETAIL

DEPARTMENT

DEMOLITION

DOUBLE

CYLINDER

COLD WATER

CRASH RAIL

CORRIDOR

COORDINATE

CONTRACTOR

CONTINUOUS

CONSTRUCTION

CONNECTION

CONFERENCE

COMMUNICATION

COLUMN

CONCRETE MASONRY UNIT

CEILING

CLEAR

CONTROL JOINT

CORNER GUARD

CUBICAL CURTAIN TRACK

CEMENTITIOUS BACKER BOARD

CABINET

CONCRETE

BASEMENT

BEARING

BRICK

BOTTOM

BLOCKING

BLOCK

BUILDING

BOARD

POUND OR NUMBER #

DIAMETER OR ROUND

CENTERLINE

AT

ANGLE

AND

EXPANSION JOINT

ELECTRICAL

E.I.F.S.

E.J.

ELECT

EL

ELEV

EMER

ENCL

EQ

EQUIP

E.T.R.

EVAC

E.W.C.

EXT

F.B.

F.C.

F.C.U.

F.D.

F.D.V.C.

F.E.

F.E.C.

F.H.C.

FIN

FIXT

FLR

FLEX

FLUOR

F.R.T.

FT

FTG

FURN

FUT

G

GA

GALV

G.C.

G.F.M.U.

GL

GR

GRND

GYP

H.B.

HD

HDWD

H.M.

HOSP

H.P.

HR

H.R.

HORIZ

HT

HTG

HTR

H.V.A.C.

H.W.

HW

HYD

I.D.

ILLUM

INCIN

INCAND

INCL

INFO

INSUL

INT

I.P.S.

ISOL

IV

JT

KITCH

K.O.

K.P.

K.S. KNEE SPACE

KICK PLATE

KNOCK OUT

KITCHEN

JOINT

INTRAVENOUS

ISOLATION

INSIDE PIPE SIZE

INTERIOR

INSULATION

INFORMATION

INCLUDE

INCINERATOR

INCANDESCENT

ILLUMINATION

INSIDE DIAMETER (DIM)

HYDRANT

HARDWARE

HOT WATER

HEATING, VENTILATION, AIR CONDITIONING

HEATER

HEATING

HEIGHT

HORIZONTAL

HANDRAIL

HOUR

HIGH POINT

HOSPITAL

HOLLOW METAL

HEAD

HOSE BIBB

GYPSUM

GROUND

GRADE

GLASS

GROUND FACE MASONRY UNITS

GENERAL CONTRACTOR

GALVANIZED

GAGE

GAS

FUTURE

FURNITURE

FOOTING

FOOT OR FEET

FIRE RESISTANT TREATED

FLUORESCENT

FLEXIBLE

FLOOR

FIXTURE

FINISH

FIRE HOSE CABINET

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE DEPARTMENT VALVE CABINET

FLOOR DRAIN

FAN COIL UNIT

FOOT CONTROL

FACE BRICK

EXTERIOR

ELECTRIC WATER COOLER

EVACUATION

EXISTING TO REMAIN

EQUIPMENT

EQUAL

ENCLOSURE

EMERGENCY

ELEVATOR

ELEVATION

L

LAB

LAM

LIB

LIN

LOC

L.P.

LT.WT.

LTG

MACH

MAS

MATL

MAX

MECH

MED

MED.CAB.

MEMB

MEZZ

MFR

MH

MIN

MISC

MKR.BD.

MLDG

M.O.

MOD

M.R.G.B.

MTD

MTL

N

N.C.

NEG

N.I.C.

NO

N.T.S.

O

O.C.

O.D.

OFF

OPNG

OPP

O.F.C.I.

PART.BD.

P.C.

P.C.D.

PERIM

PERP

PLWD

PORT

PR

PREFAB

PREFIN

PROJ

PROP

P.T.

PTD

R

R.A.

REC

RECEP

RECT

REF REFRIGERATOR

RECTANGULAR

RECEPTACLE

RECESSED

RETURN AIR

RADIUS

PAINTED

PNEUMATIC TUBE

PROPERTY

PROJECT

PREFINISHED

PREFABRICATED

PAIR

PORTABLE

PLYWOOD

PERPENDICULAR

PERIMETER

PAPER CUP DISPENSER

PRECAST CONCRETE

PARTICLEBOARD

OWNER FURNISHED, CONTRACTOR INSTALLED

OPPOSITE

OPENING

OFFICE

OUTSIDE DIAMETER(DIM)

ON CENTER

OXYGEN

NOT TO SCALE

NOMINAL

NUMBER

NOT IN CONTRACT

NEGATIVE

NURSE CALL

NITROGEN/NORTH

METAL

MOUNTED

MOISTURE RESISTANT GYPSUM BOARD

MODIFIED, MODULAR

MASONRY OPENING

MOULDING

MARKERBOARD

MISCELLANEOUS

MINIMUM

MANHOLE

MANUFACTURER

MEZZANINE

MEMBRANE

MEDICINE CABINET

MEDICINE/MEDICAL

MECHANICAL

MAXIMUM

MATERIAL

MASONRY

MACHINE

LIGHTING

LIGHTWEIGHT

LOW POINT

LOCATION/LOCATE

LINEAR

LIBRARY

LAMINATE

LABORATORY

LOCK

REFL REFLECTED

REINF REINFORCED

REM REMOVABLE

REQ'D REQUIRED

REV REVISION

R.F. RADIO FREQUENCY

RM

RND

R.O.

R.S.T. RUBBER STAIR TREADS

ROUGH OPENING

ROUND

S

S.S.

S.A.

SAN

SCHED

S.C.R.

S.D.

SECT

SGL

SH

SHR

SHT

SIM

S.O.G.

SPEC (S)

S&R

S.P.T.

SQ

S.F.

S.I.

S.Y.

S.T.C.

STD

STL

STOR

STRUCT

SURF

SUSP

T

T&B

T&G

TAN

TEL

TEMP

THRESH

THRU

TK.BD.

TLT

T.O.P.

TV

TYP

U.C.

UNFIN

U.O.N.

UTIL

V, VAC

VENT

VERT

VEST

VIT

W

W/

W/O

W.C.

W/C

WD

W.P.

YD YARD

WORKPOINT

WOOD

WHEEL CHAIR

WATER CLOSET

WITHOUT

WITH

WEST/WATER

VITREOUS

VESTIBULE

VERTICAL

VENTILATION

VACUUM

UTILITY

UNLESS OTHERWISE NOTED

UNFINISHED

UNDER COUNTER

TYPICAL

TELEVISION

TOP OF PAVEMENT

TOILET

TACKBOARD

THROUGH

THRESHOLD

TEMPERATURE

TELEPHONE

TANGENT

TONGUE AND GROOVE

TOP AND BOTTOM

THERMOSTAT

SUSPENDED

SURFACE

STRUCTURAL

STORAGE

STEEL

STANDARD

SOUND TRANSMISSION CLASS / COEFFICIENT

SQUARE YARD

SQUARE INCH

SQUARE FOOT

SQUARE

SPECIMEN PASS-THRU

SHELF & ROD

SPECIFICATION(S)

SLAB ON GRADE

SIMILAR

SHEET

SHOWER

SHELVING, SHELF

SINGLE

SECTION

SUPPLY DIFFUSER

SHOWER CURTAIN ROD

SCHEDULE

SANITARY

SUPPLY AIR

STAINLESS STEEL

SOUTH

LT LIGHT

LAV LAVATORY

W.W.F. WELDED WIRE FABRIC

EXTERIOR INSULATION FINISH SYSTEM

HARDWOOD

NOM

ROOM

V.I.F. VERIFY IN FIELD

ALUMINUMAL

F.P. FIRE PROTECTION

F.P.G. FIRE PROTECTED GLAZING

O.F.O.I. OWNER FURNISHED, OWNER INSTALLED

SSM SOLID SURFACE MATERIAL

NOTE: ALL ITEMS/MATERIALS MAY NOT OCCUR IN THIS PROJECT. LIST

PROVIDED FOR REFERENCE ONLY.

UNDISTURBED EEARTH OR

UNDISTURBED SUBGRADE

COMPACTED EARTH OR

COMPACTED SUBGRADE

ROCK

POROUS FILL OR SUBBASE

IMPERVIOUS FILL

DRAINAGE FILL

CAST-IN-PLACE CONCRETE

PRECAST CONCRETE

TOPSOIL

CEMENTITIOUS DECKS AND

TOPPINGS

GROUT

BRICK

GLAZED BRICK

STRUCTURAL CLAY TILE

UNIT MASONRY

GLAZED STRUCTURAL CLAY TILE

UNIT MASONRY

CONCRETE UNIT MASONRY

GLAZED CONCRETE UNIT MASONRY

GLAZED UNIT MASONRY

CUT STONE

FIREBRICK

CAST STONE

STEEL

ALUMINUM

ORNAMENTAL

METAL/STAINLESS STEEL

CONTINUOUS WOOD FRAMING

WOOD BLOCKING

PLYWOOD

PARTICLE BOARD

FINISHED LUMBER FOR

ARCHITECTURAL WORK

BATT INSULATION

RIGID INSULATION

LOOSE FILL INSULATION

EXTERIOR INSULATION AND

FINISH SYSTEM

FIBROUS FIRE SAFING

GLASS

CARPET

LATH AND PLASTER

GYPSUM BOARD

PLASTIC GLAZING

TERRAZZO

ACOUSTICAL CEILING

RESILIENT TILE

CERAMIC TILE

GRAPHIC SYMBOLS

FLOOR PLAN LEGEND

STANDARD ABBREVIATIONS

MATERIALS LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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ABBREVIATIONS, LEGENDS AND SYMBOLS SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

Revisions: Date:

35% SUBMISSION 12-12-2019

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

DNDN

AREA OF WORK

RENOVATION

AREA OF WORK NEW

CONSTRUCTION

EXISTING HOSPITAL FACILITY

EXISTING MRI

BUILDING

NUCLEAR MEDICINE DEPARTMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

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GI-102

OVERALL FIRST FLOOR PLAN SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1" = 20'-0"GI-102

1 OVERALL FIRST FLOOR PLAN

NORTH

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

SQ

RPON.1

1.7

2.4

2.5

2.9

Q.9

91'-0" TO EXIT

57'-0" COMMON

PATH OF TRAVEL

113'-0" TO EXIT

EXIST.

FEC

FEC

100'-0"

TO EXIT FEC

58'-6 " T

O EXIT

EXISTING SMOKE COMPARTMENT

E X

IS

T

IN

G

S M

O K

E B

A R

R

IE

R

EXISTING MRI BUILDING

EXISTING COURTYARD

EXISTING SMOKE BARRIER

F.E.C.

NON-RATED SMOKE PARTITION

RATED SMOKE BARRIER

1 HOUR FIRE SEPARATION

2 HOUR FIRE SEPARATION

3 HOUR FIRE SEPARATION

TRAVEL DISTANCE

OUTLINE OF NEW SUITE (AREA OF WORK)

FIRE EXTINGUISHER CABINET

(REFER TO DET. 1/AS-521 FOR ADDITIONAL

INFORMATION)

EXISTING SMOKE COMPARTMENT

ADDED S.F. (SMOKE COMPARTMENT)

REFER TO COVER SHEET CODE DATA FOR SUITE INFORMATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

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GI-103

LIFE SAFETY PLAN SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG jdc

BID & CONSTRUCTION

(REVISED)18111

SCALE: 3/32" = 1'-0"GI-103

1 FIRST FLOOR LIFE SAFETY PLAN

NORTH

LIFE SAFETY LEGEND

Revisions: Date:

35% SUBMISSION 12-12-2019

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

C R

CLASSIFIED BY

UNDERWRITERS

LABORATORIES, INC.

TO UL 1479 AND CAN/ULC-

S115

US

CIRCULAR BLANK OPENINGS

SYSTEM NO. C-AJ-0055

ANSI/UL1479 (ASTM E814) CAN/ULC S115

F RATING - 3 HR

FT RATING - 0 HR

FH RATINGS - 3 HR

FTH RATING - 0HR

F RATING - 3 HR

T RATING - 0 HR

1. FLOOR OR WALL ASSEMBLY- MIN 4-112 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR

NORMAL WEIGHT (100-150 PEL) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL

CLASSIFIED CONCRETE BLOCKS'. MAX DIAM OF OPENING IS 4 IN. (102 MM).

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES

OF MANUFACTURERS.

2. METALLIC SLEEVE- NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL

PIPE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH

FLOOR OR WALL SURFACES. SLEEVE MAY EXTEND MAX 3 IN. (76 MM) ABOVE TOP SURFACE OF

FLOOR.

3. FILL, VOID OR CAVITY MATENAL'- FIRE BLOCK MIN 2 IN. (51 MM) THICK CUT TO A DIAM 1/2 IN. (13

MM) LARGER THAN THE OPENING, FLUSH WITH BOTTOM SURFACE

OF FLOOR OR WITH BOTH SURFACES OF WALL.

'BEARING THE UL CLASSIFICATION MARK

A

A

SECTION A-A

GENERAL NOTES:

1. REFER TO SECTION 078413 OF THE SPECIFICATIONS.

FOR QUALITY CONTROL REQUIREMENTS.

2. DETAILS SHOWN ARE FOR TYPICAL APPLICATIONS AND MAY NOT

BE INCLUSIVE OF ALL PROJECT REQUIREMENTS. SOME DETAILS

COULD BE USED FOR EITHER WALL OR FLOOR APPLICATIONS. IF

FIELD CONDITIONS DO NOT MATCH REQUIREMENTS OF TYPICAL

DETAILS, CONTRACTOR SELECTED MANUFACTURER APPROVED

ALTERNATE DETAILS SHALL BE UTILIZED. FIELD CONDITIONS AND

DIMENSIONS NEED TO BE VERIFIED FOR COMPLIANCE WITH THE

DETAILS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: *

MINIMUM AND MAXIMUM WIDTH OF JOINTS * TYPE AND THICKNESS

OF FIRE-RATED CONSTRUCTION. THE MINIMUM ASSEMBLY RATING

OF THE FIRESTOP ASSEMBLY SHALL MEET OR EXCEED THE

HIGHEST RATING OF THE ADJACENT CONSTRUCTION.

3. IF ALTERNATE DETAILS MATCHING THE FIELD CONDITIONS ARE

NOT AVAILABLE, MANUFACTURER'S ENGINEERING JUDGMENT

DRAWINGS ARE ACCEPTABLE. DRAWINGS SHALL FOLLOW THE

INTERNATIONAL FIRESTOP COUNCIL (IFC) GUIDELINES FOR

EVALUATING FIRESTOP SYSTEMS ENGINEERING JUDGMENTS.

PROVIDE ARCHITECT WITH REQUIRED SUBMITTALS.

4. FIRESTOP SYSTEM INSTALLATION MUST MEET REQUIREMENTS OF

ASTM E-814 (UL 1479) TESTED ASSEMBLIES THAT PROVIDE A FIRE

RATING EQUAL TO THAT OF CONSTRUCTION BEING PENETRATED.

5. ALL RATED THROUGH-PENETRATION ASSEMBLIES

SHALL BE PROMINENTLY LABELED.

6. FOR OUTLET BOXES REQUIRING PROTECTION, USE ONLY WALL

OPENING PROTECTIVE MATERIALS, CATEGORY CLIV AS CLASSIFIED

BY UNDERWRITER'S LABORATORIES, FIRE RESISTANCE DIRECTORY.

++ L RATING APPLIES ONLY TO CP 680-P DEVICES AND ONLY WHEN THE NOM DIAM OF PIPE EQUALS SIZE OF DEVICE (2 IN. DIAM PIPE IN 2" DEVICE ETC.) L RATING DOES NOT APPLY TO CP 680N DEVICES.

4. FIRESTOP DEVICE* — (NOT SHOWN) -TOP SEAL PLUG FOR USE WITH CP 680-75/2.5"N DEVICES AND NOM PIPE OR CONDUIT SIZES 3/4 IN. (19 MM) TO 2 IN. (51 MM), INSTALLED IN ACCORDANCE WITH THE MANUFACTURER\'S INSTRUCTIONS. THE TOP SEAL PLUG IS OPTIONAL FOR NOM 1-1/2 IN. (38 MM) PIPES AND CONDUITS. TOP SEAL PLUGS ARE REQUIRED FOR ALL PIPES AND CONDUITS LESS THAN NOM 1-1/2 IN. (38

MM). W RATING APPLIES ONLY WHEN THE CPS OR IPS TOP SEAL PLUGS ARE USED.

4A. FIRESTOP DEVICE* - WATER BARRIER MODULE — (OPTIONAL, NOT SHOWN) - APPLIES TO NOM 2", 3" AND 4" WATER BARRIER MODULES USED IN COMBINATION WITH THE CP 680-P 2", CP 680-P 3" AND CP 680-P 4" DEVICES, RESPECTIVELY, AND SUPPLIED BY DEVICE MANUFACTURER. MODULE IS THREADED ONTO TOP OF

DEVICE. W RATING APPLIES ONLY WHEN WATER BARRIER MODULE IS USED.

*BEARING THE UL CLASSIFICATION MARK

+BEARING THE UL LISTING MARK

1. FLOOR ASSEMBLY — MIN 2-1/2 IN. (64 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150

PCF OR 1600-2400 KG/M3) CONCRETE.

1A. FLOOR ASSEMBLY - (OPTIONAL - NOT SHOWN) — THE FIRE RATED UNPROTECTED CONCRETE AND STEEL FLOOR ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL D900 SERIES DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND AS SUMMARIZED BELOW:

A. CONCRETE — MIN 2-1/2 IN (64 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR

1600-2400 KG/M3) CONCRETE.

B. STEEL FLOOR AND FORM UNITS* — COMPOSITE OR NON-COMPOSITE MAX 3 IN. (76 MM) DEEP GALV STEEL

FLUTED UNITS AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.

2. FIRESTOP DEVICE* — CAST IN PLACE FIRESTOP DEVICE PERMANENTLY EMBEDDED DURING CONCRETE PLACEMENT OR GROUTED IN CONCRETE ASSEMBLY IN ACCORDANCE WITH ACCOMPANYING INSTALLATION INSTRUCTIONS. THE 3, 4 AND 6 IN. DEVICES MAY EXTEND A MAX 2 IN. (51 MM) ABOVE THE TOP SURFACE OF THE CONCRETE. THE MAX EXTENSION ABOVE THE SLAB FOR THE 2 AND 2.5 IN. DEVICES IS NOT RESTRICTED.

3. THROUGH PENETRANTS — ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR ASSEMBLY. FOR W RATING WITH WATER BARRIER MODULE, PIPE SHALL BE INSTALLED FROM BOTTOM OF DEVICE. THE

FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED:

A. POLYVINYL CHLORIDE (PVC) PIPE — NOM 6 IN. (152 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR

VENT) PIPING SYSTEMS.

B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE — NOM 6 IN. (152 MM) DIAM (OR SMALLER) SDR11 OR

SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.

C. RIGID NONMETALLIC CONDUIT+ — NOM 6 IN. (152 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT

INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).

THE FIRESTOP DEVICES AND NONMETALLIC PENETRANTS SHALL BE SIZED AS FOLLOWS:

NOM PIPE DIAMETER FIRESTOP DEVICE

CP 680-75/2.5"N

CP 680 -P 2"

CP 680-P 3"

CP 680-1 10/4"N

CP 680-P 4"

CP 680-160/6"N

CP 680-P 6"

1/2 IN. TO 2 IN. (19 MM TO 51 MM)

3 IN.(76 MM)

3 IN. TO 4 IN. (76 MM TO 102 MM)

6 IN. (152 MM)

2 3

A

A

SECTION A-A

C R

CLASSIFIED BY

UNDERWRITERS

LABORATORIES, INC.

TO UL 1479 AND CAN/ULC-

S115

US SYSTEM NO. F-A-2053

F RATING - 2 HR

T RATING - 0 HR

L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT (SEE ITEM 3)

L RATING AT 400 F - LESS THAN 1 CFM/SQ FT (SEE ITEM 3)

W RATINGS - CLASS 1 (SEE ITEMS 3, 4, AND 4A)

SINGLE NON-METALLIC PIPE OR CONDUIT

C R

CLASSIFIED BY

UNDERWRITERS

LABORATORIES, INC.

TO UL 1479 AND CAN/ULC-

S115

US

MIXED PENETRANTS

ANSI/UL1479 (ASTM E814) CAN/ULC S115

F RATING - 3 HR

FT RATING - 0 HR

FH RATING - 3 HR

FTH RATING - 0HR

L RATING AT AMBIENT - 5 CFM/SQ FT

L RATING AT 400 F - 2 CFM/SQ FT

F RATING - 3 HR

T RATING - 0 HR

L RATING AT AMBIENT - 5 CFM/SQ FT

L RATING AT 400 F - 2 CFM/SQ FT

1. FLOOR OR WALL ASSEMBLY- 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PEL) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*.

MAX AREA OF OPENING IS 1296 IN. SQ (8361 CM2) WITH MAX DIMENSION OF 36 IN. (914 MM). SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.

2. CABLE TRAY*- MAX 18 IN. (457 MM) WIDE BY MAX 6 IN. (152 MM) DEEP OPEN-LADDER OR SOLID-BACK CABLE TRAY WITH CHANNEL-SHAPED SIDE RAILS FORMED OF 0.060 IN. (1.52 MM) THICK ALUMINUM OR STEEL AND WITH 1-1/2 IN. (38 MM) WIDE BY 1 IN. (25 MM) CHANNEL SHAPE RUNGS SPACED 9 IN. (229 MM) OC OR A 0.029 IN.

(0.74 MM) THICK STEEL SOLID BACK, RESPECTIVELY. ONE CABLE TRAY TO BE INSTALLED IN THE OPENING. THE MAX ANNULAR SPACE BETWEEN THE CABLE TRAY AND ADJACENT PENETRANTS IS 9 IN. (229 MM) AND

BETWEEN THE CABLE TRAY AND PERIPHERY OF THE OPENING SHALL BE MIN 1-112 IN. (38 MM) TO MAX 4-1/2 IN. (114 MM). CABLE TRAY TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

3. CABLES -AGGREGATE CROSS-SECTIONAL AREA OF CABLES IN CABLE TRAY TO BE MAX 30 PERCENT OF THE CROSS-SECTIONAL AREA OF THE CABLE TRAY BASED ON A MAX 3 IN. (76 MM) CABLE LOADING DEPTH WITHIN THE CABLE TRAY. ANY COMBINATION OF THE FOLLOWING TYPES AND SIZES OF COPPER CONDUCTOR OR

FIBER OPTIC CABLES MAY BE USED:

A. 7/C NO. 12 AWG WITH POLYVINYL CHLORIDE (PVC) INSULATION AND PVC JACKET.

B. 300 PAIR- NO. 24 AWG CABLE WITH PVC INSULATION AND JACKET.

C. 1/C, 350 KCMIL WITH CROSS-LINKED POLYETHYLENE (XLPE) INSULATION AND JACKET.

D. 1/C, 500 KCMIL WITH THERMO PLASTIC INSULATION AND POLYVINYL CHLORIDE (PVC) JACKET.

E. TWENTY FOUR FIBER OPTIC CABLE WITH PVC SUB UNIT AND JACKET.

4. THROUGH-PENETRANTS- ONE OR MORE PIPE, CONDUIT OR TUBE TO BE INSTALLED WITHIN THE OPENING.

THE TOTAL NUMBER OF THROUGH-PENETRANTS IS DEPENDENT ON THE SIZE OF THE OPENING AND TYPES AND SIZES OF THE PENETRANTS. ANY COMBINATION OF THE PENETRANTS DESCRIBED BELOW MAY BE USED PROVIDED THAT THE FOLLOWING PARAMETERS RELATIVE TO THE ANNULAR SPACES AND THE SPACINGS BETWEEN THE PIPES ARE MAINTAINED. THE SPACE BETWEEN PIPES, CONDUITS OR TUBING AND BETWEEN THE PERIPHERY OF THE OPENING AND THE PIPES OR CONDUITS SHALL BE MIN 1 IN. (25 MM) TO MAX 4-1/2 IN.

(114 MM). PIPE, CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. NOM 6 IN. (152 MM) DIAM (OR SMALLER) RIGID GALV STEEL CONDUIT.

B. NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING.

C. NOM 4 IN. (102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

D. NOM 4 IN. (102 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE.

E. NOM 6 IN. (152 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

F. NOM 6 IN. (152 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.

5. PIPE COVERING- NOM 1-1/2 IN. (38 MM) THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PEL) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY APPLIED SELF-SEALING LAP TAPE. TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUTT TAPE SUPPLIED WITH THE PRODUCT. SEE PIPE AND EQUIPMENT COVERING

AND MATERIALS (BRGU) CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF

MANUFACTURERS. ANY PIPE

COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 MAY BE USED.

6. CABLES- MAX 2 IN. (51 MM) DIAM TIGHT BUNDLE OF CABLES CENTERED IN OPENING AND RIGIDLY SUPPORTED ON BOTH SURFACES OF FLOOR AND WALL. ANY COMBINATION OF THE FOLLOWING TYPES AND

SIZES OF CABLES MAY BE USED:

A. 7/C NO. 12 AWG WITH POLYVINYL CHLORIDE (PVC) INSULATION AND PVC JACKET.

B. 25 PAIR- NO. 24 AWG CABLE WITH PVC INSULATION AND JACKET.

C. 2/C NO. 10 AWG WITH PVC INSULATION AND JACKET.

D. 3/C NO. 8 AWG ALUMINUM CLAD CABLE WITH CROSS-LINKED POLYETHYLENE (XLPE) INSULATION AND

PVC JACKET.

E. TYPE RC- 62 AIU COAXIAL CABLE WITH AIR CORE AND PVC JACKET.

F. 24 FIBER OPTIC CABLE WITH PVC SUB UNIT AND OUTER JACKET.

7. FIRESTOP SYSTEM- THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. FILL, VOID OR CAVITY MATERIAL'- FIRE BLOCKS INSTALLED WITH LONG DIMENSION PASSED THROUGH

THE OPENING AND CENTERED WITHIN THE THICKNESS OF THE FLOOR OR WALL. BLOCKS TO BE FIRMLY PACKED AND COMPLETELY FILL THE ENTIRE AREA AND THICKNESS OF OPENING. EITHER ONE OR A

COMBINATION OF THE BLOCK TYPES SPECIFIED BELOW MAY BE USED.

B. FILL, VOID OR CAVITY MATERIAL'- (NOT SHOWN) FILL MATERIAL TO BE FORCED INTO INTERSTICES OF CABLES AND BETWEEN CABLES AND CABLE TRAYS TO MAX EXTENT POSSIBLE ON BOTH SURFACES OF THE

PENETRATION.

C. WIRE MESH (NOT SHOWN)- WHEN THE ANNULAR SPACE EXCEEDS 4-1/2 IN. (114 MM) TO THE PERIPHERY, A NOM 2 IN. SQ (51 MM SQ.) WIRE FENCING SHALL BE USED TO KEEP THE FIRE BLOCKS IN PLACE. THE WIRE FENCING IS FABRICATED FROM MIN NO. 16 SWG (0.060 IN.) (1.52 MM) GALV STEEL WIRE. THE WIRE IS CUT TO FIT THE CONTOUR OF THE PENETRATING ITEM WITH A MIN 3 IN. (76 MM) LAP BEYOND THE PERIPHERY OF THE OPENING. WIRE FENCING SECURED TO TOP SURFACE OF FLOOR AND BOTH SURFACES OF WALL ASSEMBLY BY MEANS OF 1/4 IN. (6 MM) DIAM BY 1 IN. (25 MM) LONG CONCRETE ANCHORS AND 1/4 IN. (6 MM) BY 1-112 IN. (38

MM) DIAM FENDER WASHERS SPACED MAX 8 IN. (203 MM) OC.

'BEARING THE UL CLASSIFICATION MARK

SYSTEM NO. C-AJ-8056

A

A

2 5

SECTION A-A

C R

CLASSIFIED BY

UNDERWRITERS

LABORATORIES, INC.

TO UL 1479 AND CAN/ULC-

S115

US SYSTEM NO. F-A-2054

F RATING - 3 HR

T RATING - 0 AND 3 HR (SEE ITEM 3)

L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT (SEE ITEM 3)

L RATING AT 400 F - LESS THAN 1 CFM/SQ FT (SEE ITEM 3)

W RATINGS - CLASS 1 (SEE ITEMS 3, 4, AND 4A)

1. FLOOR ASSEMBLY — MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL

WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE.

1A. FLOOR ASSEMBLY - (OPTIONAL - NOT SHOWN) — THE FIRE RATED UNPROTECTED CONCRETE AND

STEEL FLOOR ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER

SPECIFIED IN THE INDIVIDUAL D900 SERIES DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND AS

SUMMARIZED BELOW:

A. CONCRETE — MIN 4-1/2 IN (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT

(100-150 PCF OR 1600-2400 KG/M3) CONCRETE.

B. STEEL FLOOR AND FORM UNITS* — COMPOSITE OR NON-COMPOSITE MAX 3 IN. (76 MM)

DEEP GALV STEEL FLUTED UNITS AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN.

2. FIRESTOP DEVICE* — CAST IN PLACE FIRESTOP DEVICE PERMANENTLY EMBEDDED DURING

CONCRETE PLACEMENT OR GROUTED IN CONCRETE ASSEMBLY IN ACCORDANCE WITH

ACCOMPANYING INSTALLATION INSTRUCTIONS. THE DEVICES MAY EXTEND A MAX 2 IN. (51 MM) ABOVE

THE TOP SURFACE OF THE CONCRETE.

3. THROUGH PENETRANTS — ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED WITHIN THE

FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR

ASSEMBLY. FOR W RATING WITH WATER BARRIER MODULE, PIPE SHALL BE INSTALLED FROM BOTTOM OF DEVICE. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED:

A. POLYVINYL CHLORIDE (PVC) PIPE — NOM 6 IN. (152 MM) DIAM (OR SMALLER) SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.

B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE — PIPE-NOM 6 IN. (152 MM) DIAM (OR

SMALLER) SDR11 OR SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING

SYSTEMS.

C. RIGID NONMETALLIC CONDUIT+ — NOM 6 IN. (152 MM) DIAM (OR SMALLER) SCHEDULE 40

PVC CONDUIT INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).

THE FIRESTOP DEVICES AND NONMETALLIC PENETRANTS SHALL BE SIZED AS FOLLOWS:

+3 HR T RATING APPLIES WHEN CP 680-P 3" AND CP 680-P 4" DEVICES ARE USED. 3 HR T RATING ALSO APPLIED WHEN CP 680-110/4"N DEVICE IS USED PROVIDED THAT MIN 4 IN. (102 MM) THICKNESS OF NOM 4 PCF (64 KG.M3) MINERAL WOOL BATT INSULATION TIGHTLY PACKED WITHIN ANNULUS BETWEEN PIPE AND WALL OF CP 680-110/4"N DEVICE. ++ L RATING APPLIES ONLY TO CP 680-P DEVICES AND ONLY WHEN THE NOM DIAM OF PIPE EQUALS SIZE OF DEVICE (2 IN. DIAM PIPE IN 2" DEVICE ETC.) L RATING DOES NOT APPLY

TO CP 680N DEVICES.

4. FIRESTOP DEVICE — TOP SEAL PLUG FOR USE WITH CP 680-P 2" DEVICE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE TOP SEAL PLUG IS OPTIONAL FOR NOM 1-1/2 IN. (38 MM) PIPES AND CONDUITS. TOP SEAL PLUGS ARE REQUIRED FOR ALL PIPES AND CONDUITS LESS THAN NOM 1-1/2 IN. (38 MM). W RATING APPLIES ONLY TO THE IPS TOP SEAL PLUG AND NOM 2 IN. DIAM PENETRANTS

AND CPS TOP SEAL PLUG FOR NOM ½ TO 2 IN. (13 TO 51 MM) DIAM PENETRANTS.

4A. FIRESTOP DEVICE* - WATER BARRIER MODULE — (OPTIONAL, NOT SHOWN) - ALTERNATE TO TOP SEAL PLUG (ITEM 4). APPLIES TO NOM 2", 3", 4" AND 6" WATER BARRIER MODULES USED IN COMBINATION WITH THE CP 680-P 2", CP 680-P 3", CP 680-P 4" AND CP 680-P 6" DEVICES, RESPECTIVELY, AND SUPPLIED BY DEVICE MANUFACTURER. MODULE IS THREADED ONTO TOP OF DEVICE. W RATING APPLIES ONLY WHEN

WATER BARRIER MODULE IS USED AND NOM DIAM OF PENETRANT EQUALS SIZE OF DEVICE.

*BEARING THE UL CLASSIFICATION MARK

+BEARING THE UL LISTING MARK

NOM PIPE DIAMETER FIRESTOP DEVICE T RATING - HR

1/2 IN. TO 2 IN.

(19 MM TO 51 MM)

3 IN. (76 MM)

4 IN. (102 MM)

6 IN. (152 MM)

CP 680-75/2.5"N

CP 680-P 2"

CP 680-110-P 4"

CP 680-110/4"N

CP 680-P 3", CP 680-P 4"

CP 680-P 4"

CP 680-160/6"N

CP 680-P 6"

0 AND 3+

SINGLE NON-METALLIC PIPE OR CONDUIT

A A

SECTION A-A

C R

CLASSIFIED BY

UNDERWRITERS

LABORATORIES, INC.

TO UL 1479 AND CAN/ULC-

S115

US

SINGLE INSULATED PIPES

SYSTEM NO. C-BJ-5006

F RATING - 4 HR

T RATING - 1/2 HR

1. FLOOR OR WALL ASSEMBLY — MIN 5-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL

WEIGHT (100-150 PCF) CONCRETE FLOOR OR MIN 6 IN. THICK REINFORCED LIGHTWEIGHT OR

NORMAL WEIGHT CONCRETE WALL. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED

CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 29 IN.

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

2. THROUGH-PENETRANTS — ONE METALLIC PIPE TO BE INSTALLED EITHER CONCENTRICALLY

OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE TO BE RIGIDLY SUPPORTED ON BOTH

SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES

MAY BE USED:

A. STEEL PIPE — NOM 20 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

3. PIPE COVERING — MAX 3 IN. THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS

SEALED WITH METAL FASTENERS OR FACTORY-APPLIED SELF-SEALING LAP TAPE.TRANSVERSE

JOINTS SECURED WITH METAL FASTENERS OR WITH BUTT TAPE SUPPLIED WITH THE PRODUCT.

PIPE COVERING TO TERMINATE MIN 6 IN. FROM EACH SIDE OF FLOOR OR WALL ASSEMBLY. SEE PIPE AND EQUIPMENT COVERING — MATERIALS (BRGU) CATEGORY IN THE BUILDING MATERIALS

DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE

ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD

INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.

4. FIRESTOP SYSTEM — THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. PIPE COVERING* — MAX 3 IN. THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 5.2 PCF) UNFACED MINERAL WOOL UNITS EXTENDING MIN 6 IN. BEYOND EACH SURFACE OF THE FLOOR OR WALL. PIPE COVERING SECURED WITH NO. 18 GAUGE TIE WIRE 3 IN. BEYOND EACH SURFACE OF THE CONCRETE SLAB. THE ANNULAR SPACE SHALL BE MIN 1 IN. TO MAX 2-1/4 IN. SEE PIPE AND EQUIPMENT COVERING — MATERIALS (BRGU) CATEGORY IN THE BUILDING MATERIALS DIRECTORY

FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE

SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX

OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.

B. SHEATHING MATERIAL* — ALL SERVICE JACKET MATERIAL SHALL BE WRAPPED AROUND

THE OUTER CIRCUMFERENCE OF THE PIPE COVERING MATERIAL (ITEM 4A) WITH KRAFT FACING

EXPOSED. LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS. SEE SHEATHING MATERIAL

(BVDV) CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS.

ANY SHEATHING MATERIAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL

CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE

DEVELOPED INDEX OF 50 OR LESS MAY BE USED.

C. PACKING MATERIAL — MIN 4 IN. THICKNESS OF MIN 4.0 PCF MINERAL WOOL BATT

INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE

RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO

ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.

D. FILL, VOID OR CAVITY MATERIAL* — CAULK — MIN 1 IN. THICKNESS OF FILL MATERIAL

APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. A MIN 1/2 IN. DIAM BEAD FILL MATERIAL TO BE INSTALLED AT INTERFACE OF PIPE COVERING AND METAL COVER PLATE (ITEM NO. 4E) AND OVER BUTTED SEAMS OF METAL COVER

PLATE.

E. METAL COVER PLATE — TWO PIECE COVER PLATE OF MIN 18 GAUGE STEEL WITH I.D.

SAME AS O.D. OF PIPE, CONDUIT OR TUBING. O.D. OF COVER PLATE TO BE SIZED TO OVERLAP THE PERIPHERY OF OPENING A MIN 1-1/2 IN. INSTALLED AT TOP SURFACE OF FLOOR OR BOTH SIDES

OF WALL. TWO PIECES TO BE BUTTED TOGETHER AROUND PERIMETER OF PIPE, PENETRATING

THE SHEATHING MATERIAL AND PIPE COVERING (ITEM NOS. 4B AND 4A) TO FULLY CONTACT THE PIPE. SECURED WITH 1/4 IN. DIAM BY MIN 1 IN. LONG STEEL EXPANSION BOLTS, OR EQUIVALENT, IN CONJUNCTION WITH STEEL NUTS AND WASHERS A MAX OF 1 IN. FROM EACH SIDE OF EACH SEAM

AND A MAX OF 4 IN. OC THROUGHOUT.

*BEARING THE UL CLASSIFICATION MARK

A

A

SECTION A-A

4E 4D

4C

4D

4A

4B

C R

CLASSIFIED BY

UNDERWRITERS

LABORATORIES, INC.

TO UL 1479 AND CAN/ULC-

S115

US SYSTEM NO. C-BJ-1034

F RATING - 4 HR

T RATING - 0 HR

1. FLOOR OR WALL ASSEMBLY — MIN 5-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE FLOOR OR MIN 6 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF

OPENING IS 10-1/2 IN.

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.

2. THROUGH-PENETRANTS — ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. AN ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 3/4 IN. TO MAX 3 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:

A. STEEL PIPE — NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

B. CONDUIT — NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT.

3. PACKING MATERIAL — MIN 4 IN. THICKNESS OF MIN 4.0 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF

FILL MATERIAL.

4. FILL, VOID OR CAVITY MATERIAL* — CAULK — MIN 1 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. A MIN 1/2 IN. DIAM BEAD FILL MATERIAL TO BE INSTALLED AT INTERFACE OF PIPE, CONDUIT OR TUBING AND METAL COVER PLATE (ITEM

NO. 5) AND OVER BUTTED SEAMS OF METAL COVER PLATE.

5. METAL COVER PLATE — TWO PIECE COVER PLATE OF MIN 18 GAUGE STEEL WITH I.D. SAME AS O.D. OF PIPE, CONDUIT OR TUBING. O.D. OF COVER PLATE TO BE SIZED TO OVERLAP THE PERIPHERY OF OPENING A MIN 1-1/2 IN. INSTALLED AT TOP SURFACE OF FLOOR OR BOTH SIDES OF WALL. TWO PIECES TO BE BUTTED TOGETHER AROUND PERIMETER OF PIPE OR CONDUIT AND SECURED WITH 1/4 IN. DIAM BY MIN 1 IN. LONG STEEL EXPANSION BOLTS, OR EQUIVALENT, IN CONJUNCTION WITH STEEL NUTS AND WASHERS A MAX OF 1 IN. FROM EACH SIDE OF EACH SEAM AND A MAX OF 4 IN. OC THROUGHOUT.

*BEARING THE UL CLASSIFICATION MARK

A

A SECTION A-A

SINGLE INSULATED PIPES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R

S

IT

E

P R

E P

P E

T -C

T jc h o

.r v t

/1

/2

:1

:1

A

M

GI-110

FIRE STOPPING DETAILS SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M³) CONCRETE FLOOR. MIN 5 IN. (127 MM) THIC REINFORCD LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M³) CONCRETE WALL. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX SIZE OF OPENING IS 1440 IN.² (9,290 CM²) WITH A MAX DIMENSION FO 48 IN. (1219 MM). SEE CONCRETE BLOCKS CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.

THROUGH-PENETRANT - ONE CABLE TRAY AND ONE OR MORE PIPES, TUBES OR CABLE BUNDLES MAY BE INSTALLED WITHIN THE OPENING, THE TOTAL NUMBER OF THROUGH-PENETRANTS DESCIBED BELOW MAY BE USED PROVIDED THAT THE FOLLOWING PARAMETERS RELATIVE TO THE ANNULAR SPACES ARE MAINTAINED. THE ANNULAR SPACE BETWEEN INDIVIDUAL CABLES AND CABLE BUNDLES SHALL BA A MIN 1/2 IN. (13 MM). THE ANNULAR SPACE BETWEEN INDIVIDUAL CABLES AND CABLE BUNDLES AND OTHER PENETRANTS SHALL BE A MIN 1/2 IN. ( 13 MM) EXCEPT THAT A MIN 2 IN. (51 MM) SHALL BE MAINTAINED BETWEEN THE CABLES AND COPPER PIPES AND TUBES GREATER THAN A NOM 3 IN. (76 MM) DIAM AND STEEL AND IRON PIPES AND CONDUITS GREATER THAN A NOM 4 IN. (102 MM) DIAM. THE ANNULAR SPACE BETWEEN METALLIC PIPES, CONDUIT AND TUBES AND INSULATED PIPES AND TUBES SHALL BE A MIN 2 IN. (51 MM). THE ANNULAR SPACE BETWEEN NOM 3 IN. (76MM) DIAM (AND SMALLER) COPPER PIPES SHALL BE MIN 1/2 IN. (13 MM). THE ANNULAR SPACE BETWEEN NOM 2 IN. (51 MM) DIAM (AND SMALLER) METALLIC PIPES AND CONDUITS SHALL BE MIN 1/2 IN. (13 MM). THE ANNULAR SPACE BETWEEN NOM 2. IN (51 MM) DIAM (AND SMALLER) METALLIC PIPES AND CONDUITS SHALL BE MIN 0 IN. (POINT CONTACT). THE ANNULAR SPACE BETWEEN INSULATED PENETRANTS OR THE CABLE TRAY AND THE PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. (13 MM). THE ANNULAR SPACE BETWEEN ALL OTHER PENETRANTS AND THE PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT). A MAX ANNULAR SPACE IN THE SYSTEM SHALL BE 12 IN. (305 MM). THE FOLLOWING TYPES AND SIZES OF PENETRANTS MAY BE USED.

SYSTEM NO. C-AJ-8143

F RATING - 2 HR

T RATING - 0 HR

MIXED PENETRANTS

C R

CLASSIFIED BY

UNDERWRITERS

LABORATORIES, INC.

TO UL 1479 AND CAN/ULC-

S115

US

SECTION A-A

4A 4B

4B

2 2 2

A A

A. METALLIC PIPES - THE FOLLOWING TYPES OF METALLIC PIPES, TUBES OR CONDUITS MAY BE USED:

1. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE.

2. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

3. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL PIPE.

4. IRON PIPE - NOM 24. IN. (610 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.

5. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) ELECTRIC METALLIC TUBING (EMT) OR NOM 6 IN.

(152 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT.

B. CABLES BUNDLES - MAX 4 IN. (102 MM DIAM TIGHTLY BUNDLED CABLES. ANY COMBINATION OF THE

FOLLOWING TYPES AND SIZES OF CABLES MAY BE USED:

1. MAX 500 KCMIL SINGLE COPPER OR ALUMINUM CONDUCTOR POWER CABLE WITH THERMOPLASTIC

INSULATION AND POLYVINYL CHLORIDE (PVC) JACKET.

2. MAX 300 PAIR NO. 24 AWG COPPER OR ALUMINUM CONDUCTOR POWER CABLE WITH

THERMOPLASTIC INSULATION AND POLYVINYL CHLORIDE (PVC) JACKET.

3. MAX 7/C COPPER CONDUCTOR NO. 12 AWG MULTI-CONDUCTOR POWER AND CONTROL CABLES

WITH PVC OR CROSS-LINKED POLYETHYLENE (XLPE) INSULATION AND PVC JACKET.

4. MULTIPLE FIBER OPTICAL COMMUNICATION CABLES JACKETED WITH PVC AND HAVING A MAX

OUTSIDE DIAM OF 1/2 IN.

5. MAX 3/C NO. 12 AWG STEEL CLAD CABLE WITH COPPER CONDUCTORS AND PVC INSULATION

MATERIAL.

C. INDIVIDUAL CABLES - ANY OF THE FOLLOWING TYPES AND SIZES OF INDIVIDUAL (NON-BUNDLED) CABLES

MAY BE USED:

1. MAX 3/C NO. 2/0 AWG (OR SMALLER) COPPER CONDUCTOR PVC JACKETED ALUMINUM CLAD OR

STEEL CLAD TECK 90 CABLE.

2. THROUGH PENETRATING PRODUT (XHLY) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR

NAMES OF MANUFACTURERS.

3. MAX 500 K CMIL SINGLE COPPER OR ALUMINUM CONDUCTOR POWER CABLE WITH THERMOPLASTIC

INSULATION AND POLYVINYL CHLORIDE (PVC) JACKET.

4. MAX 300 PAIR NO. 24 AWG COPPER CONDUCTOR TELECOMMUNICATION CABLES WITH PVC

INSULATION AND JACKET MATERIAL.

5. MAX 7/C COPPER CONDUCTOR NO. 12 AWG MULTI-CONDUCTOR POWER CONTROL CABLES WITH

PVC OR CROSS-LINKED POLYETHYLENE (XLPE) INSULATION AND PVC JACKET.

6. MULTIPLE FIBER OPTICAL COMMUNICATION CABLES JACKETED WITH PVC AND HAVING A MAX

OUTSIDE DIAM OF 1/2 IN.

7. MAX 4C/750 KCMIL (OR SMALLER) ALUMINUM OR COPPER CONDUCTOR METAL CLAD CABLE WITH

ALUMINUM OR STEEEL ARMOR, WITH OR WITHOUT PVC JACKET.

D. CABLE TRAY* - (NOT SHOWN) - MAX 24 IN. (610 MM) WIDE BY 6 IN. (152 MM) DEEP OPEN-LADDER STEEL OR ALUMINUM CABLE TRAY. AGGREGATE CROSS-SECTIONAL AREA OF CABLE TRAY TO BE MAX 40% OF THE CROSS- SECTIONAL AREA OF THE CABLE TRAY BASED ON A MAX 3 IN. BALE LOADING DEPTH. ANY COMBINATION OF THE TYPES AND SIZES OF CABLES DESRIBED IN ITEM 2B MAY BE USED. CABLE TRAY TO BE RIGIDLY SUPPORTED ON

BOTH SIDES OF FLOOR OR WALL ASSEMBLY.

1.

2.

3.

4.

PIPE INSULATION - (OPTIONAL) - PIPES AND TUBES OF THE SIZES NOTED BELOW MAY BE PROVIDED WITH ONE OF THE

FOLLOWING TYPES OF PIPE INSULATIONS:

A. PIPE COVERING* - NOM 1-1/2 IN. (38 MM) THICK (OR THINNER) HOLLOW CYLINDRYCAL HEAVY DENSITY GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET FOR PIPES WITH A NOM DIAM OF 8 IN. (203 MM)(OR SMALLER) OR TUBES WITH A NOM DIAM OF 4 IN. (102 MM)(OR SMALLER).

LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY-APPLIED SELF-SEALING LAP TAPE.

TRANVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUTT TAPE SUPPLIED WITH THE PRODUCT. SEE PIPE AND EQUIPMENT COVERING-MATERIALS (BRGU) CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICTIONS AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF

25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.

B. PIPE COVERIN* - NOM 2 IN. (51 MM) THICK (OR THINNER) HOLLOW CYLINDRICAL HEAVY DENSITY GLASS FIBER UNITS JCKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET FOR PIPES OR TUBES WITH A NOM DIAM OF 2 IN. (51 MM) (OR SMALLER). LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY-APPLIED SELF-SEALING LAP TAPE. TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUTT TAPE SUPPLIED WITH THE PRODUCT. SEE PIPE AND EQUIPMENT COVERING-MATERIALS (BRGU) CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERICAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICTION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS

MAY BE USED.

C. TUBE INSULATION-PLASTICS+ - NOM 1 IN. (25 MM) THICK (OR THINNER) ACRYLONITRILE BUTADIENE/POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING FOR PIPES OR TUBES WITH A NOM DIAM OF 2 IN. (51 MM)(OR SMALLER). SEE NAMES OF MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVE SPECIFICATIONS AND

AHAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED.

FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. PACKING MATERIAL - MIN 4 IN. (102 MM) THICKNESS OF 4 PCF (64 KG/M³) MINERAL WOOL BATT INSULATION

TIGHTLY PACKED INTO THE OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF

FILL MATERIAL.

B. FILL, VOID, OR CAVITY MATERIAL - SEALANT* - MIN 1/2 IN. (13 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS FLUSH WITH THE TOP SURFACE OF THE FLOOR OR BOTH SURFACES OF THE WALL

*BEARING THE UL CLASSIFICATION MARK

SYSTEM NO. C-AJ-8095

F RATING - 4 HR

T RATING - 0 HR

L RATING AT AMBIENT - 14 CFM/SQ FT

L RATING A 400 F - 14 CFM/SQ FT

C R

CLASSIFIED BY

UNDERWRITERS

LABORATORIES, INC.

TO UL 1479 AND CAN/ULC-

S115

US

B

B

A A

SECTION A-A

SECTION B-B

5B

5B

5B

3 2

MIXED PENETRANTS

FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR

NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL

CLASSIFIED CONCRETE BLOCKS*. MAX AREA OF OPENING 1024 SQ IN. WITH MAX DIMENSION OF

32 IN. SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR

NAMES OF MANUFACTURERS.

CABLE TRAY+ - A MAX OF TWO CABLE TRAYS MAY BE INSTALLED WITHIN THE OPENING.

ANNULAR SPACE BETWEEN CABLE TRAY AND PERIPHERY OF OPENING SHALL BE MIN OF 2 IN.

CABLE TRAYS SHALL BE SPACED A MIN OF 5 IN. APART AND RIGIDLY SUPPORTED ON BOTH

SIDES OF THE FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES OF CABLE TRAYS MAY BE

USED:

1.

2.

3.

4.

5.

A. MAX 24 IN. WIDE BY MAX 6 IN. DEEP OPEN LADDER CABLE TRAY WITH

CHANNEL-SHAPED SIDE RAILS FORMED OF MIN 0.050 IN. THICK (NO. 18

MSG) GALV STEEL AND WITH 7/8 IN. WIDE BY 7/8 IN. DEEP RUNGS SPACED

9 IN. O.C.

B. MAX 24 IN. WIDE BY MAX 6 IN. DEEP OPEN LADDER CABLE TRAY WITH

CHANNEL-SHAPED SIDE RAILS FORMED OF MIN 0.073 IN. THICK ALUMINUM

AND WITH 1 IN. WIDE BY 1 IN. DEEP RUNGS SPACED 9 IN. O.C.

CABLES - AGGREGATE CROSS-SECTIONAL AREA OF CABLES IN CABLE TRAY TO BE MAX 27

PERCENT OF THE CROSS-SECTIONAL AREA OF THE CABLE TRAY BASED ON THE FULL LOADING

DEPTH WITHIN…