1ARCH.pdf

NFPA 101 (2018)

PROJECT AREA:

EXISTING BUILDING 340: 22,154 SF

EXISTING BUILDING 341: 17,395 SF

NEW ADDITION: 1,890 SF

TOTAL: 41,439 SF

*37,500 SF ALLOWED (NFPA 5000 TABLE 7.4.1)

PER AREA INCREASE FOR BUILDING 341 CODE ANALYSIS, ALLOWABLE AREA IS 100,740 SF

OCCUPANCY (6.1.11):

EXISTING PRIMARY CARE CLINIC: BUSINESS

OCCUPANT LOAD FACTOR (BUSINESS USE, TABLE 7.3.1.2):

BUSINESS USE: 150 SF PER OCCUPANT

OCCUPANT LOAD BASED ON EXISTING DRAWINGS DATED 10/05/2009:

EXISTING BUILDING 341:

OCCUPANT LOAD: = 175 OCCUPANTS

OCCUPANT LOAD (ACTUAL):

EXISTING BUILDING 340 + ADDITION:

STAFF: = 136 OCCUPANTS

PATIENT: = 29 OCCUPANTS

ASSEMBLY / WAITING = 70 OCCUPANTS

TOTAL: = 410 OCCUPANTS

FIRE SUPPRESSION:

FULLY SPRINKLERED WITH SMOKE DETECTION

BUILDING HEIGHT (4.6.3)

ALLOWED PER NFPA 5000 (TABLE 7.4.1) 5 STORY / 57'-0"

ACTUAL: 1 STORY / 22'-6" (NO CHANGE)

EGRESS:

MINIMUM DOOR LEAF WIDTH: (7.2.1.2.3) 32" MINIMUM DOOR CLEAR WIDTH REQUIRED

36" MINIMUM DOOR LEAF WIDTH PROVIDED

MINIMUM CORRIDOR WIDTH:

TABLE 7.3.3.1 & SECTION 7.3.4.1: 0.2" PER PERSON, BUT NOT LESS THAN 36"

CORRIDOR CLEAR WIDTH (38.2.3.2) 44" MINIMUM REQUIRED

72" MINIMUM PROVIDED

TRAVEL DISTANCE:

BUSINESS USE:

DEAD-END LIMIT (38.2.5.1 AND TABLE A.7.6): 50 FEET MAX

COMMON PATH OF TRAVEL (38.2.5.3.1 AND TABLE A.7.6): 100 FEET MAX

TRAVEL DISTANCE LIMIT (38.2.6.3 AND TABLE A.7.6): 300 FEET MAX

ASSEMBLY USE:

DEAD-END LIMIT (TABLE A.7.6) 20 FEET MAX

COMMON PATH OF TRAVEL (TABLE A.7.6) 20 / 75 FEET MAX

20 FEET IF SERVING MORE THAN 50 PERSONS

75 FEET IF SERVING LESS THAN 50 PERSONS

TRAVEL DISTANCE LIMIT (TABLE A.7.6) 250 FEET MAX

TYPE OF CONSTRUCTION:

TYPE II-000

FIRE RESISTANCE RATING (TABLE A.8.2.1.2 AND NFPA 220 TABLE 4.1.4)

EXTERIOR BEARING WALLS: 0 HR

INTERIOR BEARING WALLS: 0 HR

STRUCTURAL COLUMNS: 0 HR

FLOOR-CEILING ASSEMBLIES: 0 HR

ROOF-CEILING ASSEMBLIES: 0 HR

INTERIOR NONBEARING WALLS: 0 HR

EXTERIOR NONBEARING WALLS: 0 HR

EXIT ACCESS CORRIDOR: (7.1.3.1)

CORRIDOR: 1 HR

NOTE: NOT REQUIRED FOR EXISTING BUILDING PROVIDED

THAT BUILDING OCCUPANCY CLASSIFICATION DOES NOT

CHANGE.

EXIT ENCLOSURE: (7.1.3.2.1) 1 HR

CONSTRUCTION AND COMPARTMENTATION: (8.2)

8.2.1.3 BUILDING SEPARATION COMPLIANT WITH ITEM (1):

(1) EXISTING 2 HR VERTICALLY ALIGNED FIRE BARRIER

WALL BETWEEN THE PORTIONS OF THE BUILDING

NOTE: EXISTING SEPARATION PREVIOUSLY APPROVED AND CONSTRUCTED

SHAFT ENCLOSURES: (8.6.5) 1 HR

PROTECTION FROM HAZARDS: (38.3.2)

HIGH HAZARD CONTENTS AREAS: 1 HR (38.3.2.2)*

(1) OPENINGS THEREIN PROTECTED BY SELF-CLOSING FIRE DOOR ASSEMBLIES

(2) AREA SHALL BE PROTECTED BY AN AUTOMATIC EXTINGUISHING SYSTEM PER 9.7.1.1(1) OR

9.7.1.2

MEDICAL GAS (NFPA 99 - 11.3): 5.1.3.3.2 AND 5.1.3.3.3

5.1.3.3.2 - (6) NONCOMBUSTIBLE INTERIOR FINISHES

5.1.3.3.2 - (7) 1 HR. SEPARATION

*WHERE PROTECTION IS PROVIDED WITH AUTOMATIC EXTINGUISHING

SYSTEMS WITHOUT FIRE-RESISTIVE SEPARATION, THE SPACE PROTECTED

SHALL BE ENCLOSED WITH SMOKE PARTITIONS PER SECTION 8.4 (8.7.1.2)

BUILDING CODES / PROJECT MANUALS

NFPA 10 PORTABLE FIRE EXTINGUISHERS 2018

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2019

NFPA 70 NATIONAL ELECTRICAL CODE 2020

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE 2019

NFPA 99 HEALTH CARE FACILITIES CODE 2018

NFPA 101 LIFE SAFETY CODE 2018

NFPA 5000 BUILDING CONSTRUCTION AND SAFETY CODE 2018

COMMUNITY BASED OUTPATIENT CLINIC (CBOC) PROTOTYPE PROPOSED LAYOUTS MAY 2014

PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES JULY 2004

PG-18-5 EQUIPMENT GUIDE LIST JANUARY 2019

PG-18-9 SPACE PLANNING CRITERIA OCTOBER 2015

PG-18-12 PACT SPACE MODULE DESIGN GUIDE JUNE 2015

PG-18-13 VA BARRIER FREE DESIGN STANDARD JANUARY 2017

PG-18-15 MINIMUM REQUIREMENTS FOR A/E SUBMISSIONS MAY 2006

PG-18-10 HVAC DESIGN MANUAL MARCH 2020

PG-18-10 PLUMBING DESIGN MANUAL MAY 2018

PG-18-10 FIRE PROTECTION DESIGN MANUAL DECEMBER 2015

PG-18-10 PHYSICAL SECURITY DESIGN MANUAL JANUARY 2015

ASHRAE 90.1

NFPA 101 (2018) CONTINUED

INTERIOR FINISH: (38.3.3 AND TABLE A.10.2.2)

INTERIOR WALL & CEILING FINISH: CLASS A or B INTERIOR FLOOR FINISH: CLASS I or II EXITS: CLASS A or B EXIT ACCESS CORRIDORS: CLASS A or B OTHER SPACES: CLASS A, B, or C

*PER TABLE A.10.2.2, WHERE AUTOMATIC SPRINKLERS ARE INSTALLED, INTERIOR FINISH

CLASSIFICATIONS CAN BE REDUCED. WALL AND CEILING FINISH CLASS C IS PERMITTED TO BE USED IN LOCATION REQUIRING CLASS B, AND CLASS B IS PERMITTED TO BE USED IN LOCATION REQUIRING CLASS A. SIMILARLY, CLASS II INTERIOR FLOOR FINISH IS PERMITTED TO BE USED IN LOCATION REQUIRING CLASS I, AND NO FINISH CLASSIFICATION IS REQUIRED WHERE CLASS II IS REQUIRED.

CONSTRUCTION OF CORRIDOR WALLS (38.3.6): 1 HR UNLESS CONDITION 1, 2, OR 3 IS MET

CONDITION (3) IS MET (38.3.6.1):

(3) BUILDING PROTECTED THROUGHOUT BY APPROVED,

SUPERVISED AUTOMATIC SPRINKLER SYSTEM

PORTABLE FIRE EXTINGUISHERS (9.9):

NFPA 10 (TABLE 6.2.1.1):

TRAVEL DISTANCE : 75 FEET MAX

TYPE: 2-A

MAXIMUM FLOOR AREA: 11,250 SF

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

VA Building 340, 341

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved:

PHILIP P. KIRK

CHIEF ENGINEER

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANTS

SCHEESER BUCKLEY MAYFIELD

1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OH 44685

THORSON BAKER + ASSOCIATES

3030 W STREESTBORO, RICHFIELD, OH 44286

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEERS

CIVIL & STRUCTURAL ENGINEERS

Arch. Proj. No.:

/2

/2

:4

:5

P

M C

R e v it L o c a l\ R

P ri m a ry

C a re

C e n tr a l_ m s e rd i n a k .r v t

GI-100

552-20-104

MS CE

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

2/9/2021

4100 WEST THIRD STREET, DAYTON, OH 45428

COVER

18110

FIRE PROTECTION

FJ-100 FIRE SUPPRESSION GENERAL NOTES, SYMBOL LEGEND AND DETAILS

FD-100 DEMOLITION - FIRST FLOOR PLAN - FIRE PROTECTION

FX-100 FIRST FLOOR PLAN - FIRE SUPPRESSION PHASE 1

FX-101 FIRST FLOOR PLAN - FIRE SUPPRESSION PHASE 2

FX-102 FIRST FLOOR PLAN - FIRE SUPPRESSION PHASE 3

PLUMBING

PJ-100 PLUMBING GENERAL NOTES, SYMBOL LEGEND AND SCHEDULES

PJ-101 PLUMBING DETAILS

PD-100 DEMOLITION - FIRST FLOOR PLAN - PLUMBING (SANITARY) PHASE 1

PD-101 DEMOLITION - FIRST FLOOR PLAN - PLUMBING (WATER) PHASE 1

PD-102 DEMOLITION - FIRST FLOOR PLAN - PLUMBING (SANITARY) PHASE 2

PD-103 DEMOLITION - FIRST FLOOR PLAN - PLUMBING (WATER) PHASE 2

PD-104 DEMOLITION - FIRST FLOOR PLAN - PLUMBING (SANITARY) PHASE 3

PD-105 DEMOLITION - FIRST FLOOR PLAN - PLUMBING (WATER) PHASE 3

PL-100 SANITARY - FIRST FLOOR PLAN - PLUMBING PHASE 1

PL-101 WATER - FIRST FLOOR PLAN - PLUMBING PHASE 1

PL-102 SANITARY - FIRST FLOOR PLAN - PLUMBING PHASE 2

PL-103 WATER - FIRST FLOOR PLAN - PLUMBING PHASE 2

PL-104 SANITARY - FIRST FLOOR PLAN - PLUMBING PHASE 3

PL-105 WATER - FIRST FLOOR PLAN - PLUMBING PHASE 3

MECHANICAL

MJ-100 MECHANICAL GENERAL NOTES AND SYMBOL LEGEND

MJ-101 MECHANICAL DETAILS

MJ-102 MECHANICAL DETAILS

MJ-103 MECHANICAL SCHEDULES

MI-100 MECHANICAL TEMPERATURE CONTROLS

MD-100 DEMOLITION - FIRST FLOOR PLAN - HVAC (DUCTWORK) PHASE 1

MD-101 DEMOLITION - FIRST FLOOR PLAN - HVAC (PIPING) PHASE 1

MD-102 DEMOLITION - FIRST FLOOR PLAN - HVAC (DUCTWORK) PHASE 2

MD-103 DEMOLITION - FIRST FLOOR PLAN - HVAC (PIPING) PHASE 2

MD-104 DEMOLITION - FIRST FLOOR PLAN - HVAC (DUCTWORK) PHASE 3

MH-100 DUCTWORK - FIRST FLOOR PLAN - HVAC PHASE 1

MH-101 ROOF PLAN - HVAC PHASE 1

MH-102 DUCTWORK - FIRST FLOOR PLAN - HVAC PHASE 2

MH-103 DUCTWORK - FIRST FLOOR PLAN - HVAC PHASE 3

MP-100 PIPING - FIRST FLOOR PLAN - HVAC PHASE 1

MP-101 PIPING - FIRST FLOOR PLAN - HVAC PHASE 2

MP-102 PIPING - FIRST FLOOR PLAN - HVAC PHASE 3

ELECTRICAL

EJ-100 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND

EJ-101 LIGHTING FIXTURE SCHEDULE AND DETAILS

EJ-102 MECHANICAL EQUIPMENT AND PANELBOARD SCHEDULE

EJ-103 PANELBOARD SCHEDULES

EJ-104 ELECTRICAL DETAILS

ED-100 DEMOLITION - FIRST FLOOR PLAN - ELECTRICAL PHASE 1

ED-101 DEMOLITION - FIRST FLOOR PLAN - ELECTRICAL PHASE 2

ED-102 DEMOLITION - FIRST FLOOR PLAN - ELECTRICAL PHASE 3

EL-100 LIGHTING - FIRST FLOOR PLAN - ELECTRICAL PHASE 1

EL-100A LIGHTING - FIRST FLOOR PLAN ALTERNATES - ELECTRICAL

EL-101 LIGHTING - FIRST FLOOR PLAN - ELECTRICAL PHASE 2

EL-102 LIGHTING - FIRST FLOOR PLAN - ELECTRICAL PHASE 3

EP-100 POWER - FIRST FLOOR PLAN - ELECTRICAL PHASE 1

EP-100A POWER - PARTIAL FIRST FLOOR PLAN - ELECTRICAL PHASE 1

EP-101 POWER - FIRST FLOOR PLAN - ELECTRICAL PHASE 2

EP-102 POWER - FIRST FLOOR PLAN - ELECTRICAL PHASE 3

EP-103 POWER - ROOF PLAN - ELECTRICAL PHASE 1

EY-001 AUXILIARY SYSTEMS DETAILS - ELECTRICAL

EY-100 AUXILIARY SYSTEMS - FIRST FLOOR PLAN - ELECTRICAL PHASE 1

EY-101 AUXILIARY SYSTEMS - FIRST FLOOR PLAN - ELECTRICAL PHASE 2

EY-102 AUXILIARY SYSTEMS - FIRST FLOOR PLAN - ELECTRICAL PHASE 3

ET-001 TELECOM DETAILS

ET-100 TELECOM - FIRST FLOOR PLAN - ELECTRICAL PHASE 1

ET-101 TELECOM - FIRST FLOOR PLAN - ELECTRICAL PHASE 2

ET-102 TELECOM - FIRST FLOOR PLAN - ELECTRICAL PHASE 3

GENERAL

GI-100 COVER

GI-101 ABBREVIATIONS, LEGENDS AND SYMBOLS

GI-102 LIFE SAFETY PLAN - PHASE 1

GI-103 LIFE SAFETY PLAN - PHASE 2 & 3

GI-104 FIRST FLOOR PHASING PLAN

GI-105 FIRST FLOOR PHASING PLAN - PHASE 1

GI-106 FIRST FLOOR PHASING PLAN - PHASE 2

GI-107 FIRST FLOOR PHASING PLAN - PHASE 3

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

TS TOPOGRAPHIC SURVEY

CD-100 DEMOLITION PLAN

CS-100 GEOMETRIC PLAN

CU-100 GRADING & UTILITY PLAN

CN-100 NOTES

CI-100 DETAILS

ARCHITECTURAL

AD-200 FIRST FLOOR DEMOLITION PLAN - PHASE 1

AD-201 FIRST FLOOR DEMOLITION PLAN - PHASE 2

AD-202 FIRST FLOOR DEMOLITION PLAN - PHASE 3

AD-203 FIRST FLOOR DEMOLITION CEILING PLAN - PHASE 1

AD-204 FIRST FLOOR DEMOLITION CEILING PLAN - PHASE 2

AD-205 FIRST FLOOR DEMOLITION CEILING PLAN - PHASE 3

AD-206 ROOF DEMOLITION PLAN

AD-210 DEMOLITION ELEVATIONS AND SECTIONS - PHASES 1 & 2

AE-300 FIRST FLOOR DIMENSION PLAN - PHASE 1

AE-301 FIRST FLOOR DIMENSION PLAN - PHASE 2

AE-302 FIRST FLOOR DIMENSION PLAN - PHASE 3

AE-303 FIRST FLOOR REFLECTED CEILING PLAN - PHASE 1

AE-304 FIRST FLOOR REFLECTED CEILING PLAN - PHASE 2

AE-305 FIRST FLOOR REFLECTED CEILING PLAN - PHASE 3

AE-306 FIRST FLOOR REFLECTED CEILING PLAN - PHASE 1 ATLERNATES

AE-307 ROOF PLAN

AE-308 FIRST FLOOR PATTERN PLAN

AE-309 FIRST FLOOR FURNITURE PLAN (FOR REFERENCE ONLY)

AE-310 FIRST FLOOR EQUIPMENT PLAN - PHASE 1

AE-311 FIRST FLOOR EQUIPMENT PLAN - PHASE 2

AE-312 FIRST FLOOR EQUIPMENT PLAN - PHASE 3

AE-313 FIRST FLOOR SIGNAGE PLAN

AE-314 ENLARGED PLANS

AE-400 EXTERIOR ELEVATIONS

AE-500 BUILDING SECTIONS

AE-501 WALL SECTIONS

AE-502 WALL SECTIONS

AE-503 WALL SECTIONS

AE-504 WALL SECTIONS

AE-510 TYPICAL INTERIOR DETAILS

AE-511 SECTION DETAILS

AE-512 SECTION DETAILS

AE-513 SECTION DETAILS

AE-514 SECTION DETAILS

AE-515 PLAN DETAILS

AE-516 PLAN DETAILS

AE-700 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

AE-701 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

AE-800 INTERIOR ELEVATIONS - PHASE 1

AE-801 INTERIOR ELEVATIONS - PHASE 1

AE-802 INTERIOR ELEVATIONS - PHASE 2

AE-810 MILLWORK & INTERIOR DETAILS

AE-811 INTERIOR PERSPECTIVES

AE-1000 DOOR SCHEDULES AND DETAILS

AE-1001 FINISH SCHEDULE AND DETAILS

AE-1002 INTERIOR SIGN SCHEDULE

AE-1010 PARTITION TYPES

STRUCTURAL

SS-001 GENERAL NOTES

SS-002 GENERAL NOTES

SS-100 FOUNDATION PLAN

SS-100A PHASE II FOUNDATION PLAN

SS-101 ROOF FRAMING PLAN

SS-200 TYPICAL FOUNDATION DETAILS

SS-201 FOUNDATION SECTIONS

SS-300 TYPICAL COLD FORMED FRAMING DETAILS

SS-400 TYPICAL STEEL FRAMING DETAILS

SS-401 FRAMING SECTIONS

PROJECT NUMBER:

SUBMITTAL FOR:

DRAWING INDEX: CODE DATA:LOCATION MAP:

RENOVATE PRIMARY CARE FOR PACT

BLDG 340, BLDG 341

552-20-104

ISSUED FOR BID

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

PHASING DURATION SUMMARY

PHASE NO. DURATION (IN CALENDAR DAYS)

PHASE 1 444 DAYS TOTAL

1A 3 DAYS

MOBILIZATION / INSPECTION 28 DAYS

1B 115 DAYS

1B-1 (DEDUCT ALTERNATE) 31 DAYS

MOBILIZATION / INSPECTION 28 DAYS

1C 38 DAYS

MOBILIZATION / INSPECTION 28 DAYS

1D 94 DAYS

MOBILIZATION / INSPECTION 28 DAYS

1F 23 DAYS

MOBILIZATION / INSPECTION 28 DAYS

PHASE 2 446 DAYS TOTAL

2A 64 DAYS

MOBILIZATION / INSPECTION 28 DAYS

2B 190 DAYS

MOBILIZATION / INSPECTION 28 DAYS

2C 43 DAYS

MOBILIZATION / INSPECTION 28 DAYS

2D 37 DAYS

MOBILIZATION / INSPECTION 28 DAYS

PHASE 3 (DEDUCT ALTERNATE) 88 DAYS TOTAL

3 60 DAYS

MOBILIZATION / INSPECTION 28 DAYS

Revisions Date

CONSTRUCTION - ISSUED FOR BID 2/9/2021

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

AREA NOT IN PHASED CONSTRUCTION

(INCLUDES AREA N.I.C. - SEE LIFE SAFETY

PLANS FOR EXTENT OF AREA N.I.C.)

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

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

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

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

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

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

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'D 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

S.F.

SH

SHR

SHT

SIM

S.O.G.

SPEC (S)

S.P.T.

SQ

S&R

SSM

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

SOLID SURFACE MATERIAL

SHELF & ROD

SQUARE

SPECIMEN PASS-THRU

SPECIFICATION(S)

SLAB ON GRADE

SIMILAR

SHEET

SHOWER

SHELVING, SHELF

SQUARE FOOT

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

CL

COR CONTRACTING OFFICER REPRESENTATIVE

GWB GYPSUM WALL BOARD

SGL SINGLE

S.I. SQUARE INCH

S.Y. SQUARE YARD

VC GOVERNMENT FURNISHED AND CONTRACTOR INSTALLED

VV GOVERNMENT FURNISHED AND INSTALLED

CC CONTRACTOR FURNISHED AND INSTALLED

FURN

FUT FUTURE

FURNITUREDBL DOUBLE

DEMO DEMOLITION

OTB OPEN TO BEYOND

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

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

VA Building 340, 341

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved:

PHILIP P. KIRK

CHIEF ENGINEER

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANTS

SCHEESER BUCKLEY MAYFIELD

1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OH 44685

THORSON BAKER + ASSOCIATES

3030 W STREESTBORO, RICHFIELD, OH 44286

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEERS

CIVIL & STRUCTURAL ENGINEERS

Arch. Proj. No.:

/2

/2

:4

:5

P

M C

R e v it L o c a l\ R

P ri m a ry

C a re

C e n tr a l_ m s e rd i n a k .r v t

GI-101

552-20-104

MS CE

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

2/9/2021

4100 WEST THIRD STREET, DAYTON, OH 45428

ABBREVIATIONS, LEGENDS AND SYMBOLS

18110

NON-RATED SMOKE PARTITION

2 HOUR FIRE SEPARATION

FIRE EXTINGUISHER CABINET

TRAVEL DISTANCE

EXIT SIGN

AREA INDICATES 2 HR

FIREPROOFING AT COLUMNS

AND FLOOR ABOVE

AREA N.I.C.

TEMPORARY OFFICE OR EXAM

ROOM CLOSURES (RELOCATE

OFFICES TO ROTUNDA AND

CLASSROOM)

TEMPORARY PARTITION

PHASE 1B.1 - DEDUCT

ALTERNATE 5

F.E.C.CONTRACTOR TO CONFIRM EACH CONSTRUCTION AREA IS

SEPARATED FROM ALL REMAINING INTERIOR SPACES BY PARTITIONS

(EXISTING, TEMPORARY, AND NEW) THAT RESIST THE PASSAGE OF

SMOKE.

ACCESS TO ALL AREAS OUTSIDE OF PHASE AND SUB-PHASE

CONSTRUCTION AREAS INDICATED TO BE FULLY ACCESSIBLE TO

STAFF AND PATIENTS THROUGHOUT NORMAL OPERATING HOURS.

ALL LIMITED SCOPE SUPPORTING ACTIVITIES TO BE COORDINATED

WITH VA COR. ALL WORK DEEMED DISRUPTIVE BY COR TO BE

CONDUCTED OUTSIDE OF NORMAL OPERATING HOURS (7:30 AM TO

5:00 PM).

65.14

0.2

0.2

0.1

0.1

0.3

0.3

0.38

0.38

0.39

0.39

0.40

0.40

0.5

0.5

0.48

0.48

A.aA.a

A.bA.b

AA

A.4A.4

B

B.3

B.6

B.7

C

C.5

D

E

F

G

F.6

F.3

D.7

D.6

C.9

C.3

B.4

A.7

0.9

0.9

0.77

0.77

0.760.8

0.8

0.71

0.71

0.7

0.7

0.6

0.6 6.2

6.4

6.4

6.5

6.5

6.7

6.7

6.9

6.9 7

F.E.C.

F.E.C.

F.E.C.

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

213'-4" TO EXIT

243'-8" TO EXIT

F.E.C.

6.1

E.7

E.7

T O

E X

IT

EXISTING ENTRANCE TO REMAIN

SOIL

CLEAN

MED

PACT

SUPPLY

EXAM

EXAM

EXAM

T.R.

WAITING

T.R.

VENDING

T.R.

PAC121

RECEPTION

TEMP.

LOCKERS 1

VESTIBULE

TEMP.

LOCKERS 2

MSA

121A

STAFF T.R.

HEALTH

BEHAV.

COORD.

DIETICIAN

TVC/FLOAT

EXAM

SCALES

STAFF T.R.

EXISTING WAITING

AREA

HAC

ELECT.

DATA

STAFF T.R.

KIOSK

/8

213'-11 1/2"

55'-9" COMMON PATH

47'-1" COMMON PATH

14'-6" COMMON PATH

DEAD END

12'-5"

C-1-12

CORRIDOR

C-1-4

CORRIDOR

C -1

-4

C O

R R

ID

O

R

C -1

-1

C O

R R

ID

O

R

MSA

SUPERVISOR

F.E.C.

F.E.C. 179

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

SOCIAL

WORK

IMAGING

TECH

MECH.

C-1-12

1 2

179 180 181 182 183 184 185 186

PAC121

C-1-12

CONSTRUCTION

LIMIT LINE

67'-8" COMMON PATH

EXISTING

ENTRANCE TO

REMAIN

191 192

121A

120 121

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

82'-10" COMMON PATH

DEAD END

35'-3"

T O

E X

IT

6'-0" MIN.

272'-3" TO EXIT

CONTRACTOR

ACCESS THROUGH

THIS LOCATION

RESTRICT ACCESS

THROUGH DOOR DURING

CONSTRUCTION PHASE 1C

C-1-4

CONSTRUCTION

LIMIT LINE

EXISTING

ENTRANCE TO

REMAIN

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

49'-11" COMMON PATH

50'-7" COMMON PATH

D E

A D

E N

D

/2

225'-5" TO EXIT

12'-7" COMMON PATH

T O

E X

IT

213'-4" TO EXIT

RESTRICT ACCESS THROUGH

DOOR DURING

CONSTRUCTION PHASE 1B

(PHASE 1B.1 IS DEDUCT ALTERNATE 5)

CONSTRUCTION

LIMIT LINE

EXISTING

ENTRANCE TO

REMAIN

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

13'-0" COMMON PATH

50'-7" COMMON PATH

47'-1" COMMON PATH

229'-1" TO EXIT

244'-10" TO EXIT

213'-4" TO EXIT

106'-6 1/4"

CONTRACTOR

ACCESS THROUGH

THIS LOCATION

RESTRICT ACCESS

THROUGH DOOR DURING

CONSTRUCTION PHASE 1C

CONSTRUCTION

LIMIT LINE

EXISTING

ENTRANCE TO

REMAIN

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

NOTE:

ALL ROOMS TO BE ACCESSIBLE DURING NORMAL

OPERATING HOURS BETWEEN 7:30AM AND 5:00PM.

PHASE 1E WORK TO BE COMPLETED AFTER HOURS.

C-1-11

C-1-4

C -1

-1

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

VA Building 340, 341

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved:

PHILIP P. KIRK

CHIEF ENGINEER

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANTS

SCHEESER BUCKLEY MAYFIELD

1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OH 44685

THORSON BAKER + ASSOCIATES

3030 W STREESTBORO, RICHFIELD, OH 44286

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEERS

CIVIL & STRUCTURAL ENGINEERS

Arch. Proj. No.:

/2

/2

:4

:4

P

M C

R e v it L o c a l\ R

P ri m a ry

C a re

C e n tr a l_ m s e rd i n a k .r v t

GI-102

552-20-104

MS CE

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

2/9/2021

4100 WEST THIRD STREET, DAYTON, OH 45428

LIFE SAFETY PLAN - PHASE 1

18110

LIFE SAFETY LEGEND

SCALE: 1/16" = 1'-0"GI-102

5 LIFE SAFETY PLAN - PHASE 1

SCALE: 1/32" = 1'-0"GI-102

1 LIFE SAFETY PLAN - PHASE 1B & 1B.1

SCALE: 1/32" = 1'-0"GI-102

2 LIFE SAFETY PLAN - PHASE 1C

SCALE: 1/32" = 1'-0"GI-102

3 LIFE SAFETY PLAN - PHASE 1D

SCALE: 1/32" = 1'-0"GI-102

4 LIFE SAFETY PLAN - PHASE 1E

65.14

0.2

0.2

0.1

0.1

0.3

0.3

0.38

0.38

0.39

0.39

0.40

0.40

0.5

0.5

0.48

0.48

A.aA.a

A.bA.b

AA

A.4A.4

B

B.3

B.6

B.7

C

C.5

D

E

F

G

F.6

F.3

D.7

D.6

C.9

C.3

B.4

A.7

0.9

0.9

0.77

0.77

0.760.8

0.8

0.71

0.71

0.7

0.7

0.6

0.6 6.2

6.4

6.4

6.5

6.5

6.7

6.7

6.9

6.9 7

6.1

E.7

E.7

EX-107

MEN

EX-106

WOMEN

F.E.C.

F.E.C.

F.E.C.

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

CLASSROOM / CONF.

ROTUNDA / CONF.

61'-1" COMMON PATH

126'-1" TO EXIT

295'-8" TO EXIT

192'-7 1/8"

217'-3"

EXAM

EXAM

EXAM

EXAM

WPAFB

WPAFB

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

F.E.C.

F.E.C.

207'-6" TO EXIT

SMOKE

PARTITION

30'-6" COMMON PATH

F.E.C.

F.E.C.

NON-RATED SMOKE PARTITION

2 HOUR FIRE SEPARATION

FIRE EXTINGUISHER CABINET

TRAVEL DISTANCE

EXIT SIGN

AREA INDICATES 2 HR

FIREPROOFING AT COLUMNS

AND FLOOR ABOVE

AREA N.I.C.

TEMPORARY OFFICE OR EXAM

ROOM CLOSURES (RELOCATE

OFFICES TO ROTUNDA AND

CLASSROOM)

TEMPORARY PARTITION

PHASE 1B.1 - DEDUCT

ALTERNATE 5

F.E.C.CONTRACTOR TO CONFIRM EACH CONSTRUCTION AREA IS

SEPARATED FROM ALL REMAINING INTERIOR SPACES BY PARTITIONS

(EXISTING, TEMPORARY, AND NEW) THAT RESIST THE PASSAGE OF

SMOKE.

ACCESS TO ALL AREAS OUTSIDE OF PHASE AND SUB-PHASE

CONSTRUCTION AREAS INDICATED TO BE FULLY ACCESSIBLE TO

STAFF AND PATIENTS THROUGHOUT NORMAL OPERATING HOURS.

ALL LIMITED SCOPE SUPPORTING ACTIVITIES TO BE COORDINATED

WITH VA COR. ALL WORK DEEMED DISRUPTIVE BY COR TO BE

CONDUCTED OUTSIDE OF NORMAL OPERATING HOURS (7:30 AM TO

5:00 PM).

MSA

SUPERVISOR

TELEPHONE

NURSE

TRIAGE

PRIMARY

CARE CALL

CENTER

NURSE

MANAGER

EQUIP/SUPPLY

STORAGE

ADMIN OPEN

NURSE

MANAGER

NURSE

MANAGER

EXAM

EXAM

T.R.

EXAM

EXAM

EXAM

EXAM

EXAM

T.R.

T.R.

PROCEDURE

T.R.

EQUIP/SUPPLY

STORAGE

MENTAL

HEALTH

MENTAL

HEALTH

MENTAL

HEALTH

MENTAL

HEALTH

PHARMACY

PHARMACY

CHIEF

ASST. CHIEF

ADMIN.

OFFICER

CHIEF

NURSE

DIABETES ED

NURSE

PRACT./

DIABET.

NURSE

PRACT./

DIABET.

CONFERENCE/BREAK

LOCKERS

STAFF T.R.129

KITCHEN

MED

CLEAN

SOIL

PACT

SUPPLY

T.R.

EXAM

EXAM

EXAM

WAITING

VENDING

T.R.

T.R.

VESTIBULE

EXAM

SCALES 188

MSA

PAC121

RECEPTION

EXISTING WAITING

AREA

STAFF T.R.

HEALTH BEHAV.

COORD.

DIETICIAN

121A

STAFF T.R.

TVC/FLOAT

HAC

ELECT.

DATA

MSA

SUPERVISOR

CONSTRUCTION

LIMIT LINE

EXISTING

ENTRANCE TO

REMAIN

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE33'-7" COMMON PATH

159'-9" TO EXIT

80'-2" COMMON PATH

189'-2" TO EXIT

79'-11" COMMON

PATH

173'-5" TO EXIT

D E

A D

E N

D

/8

CONTRACTOR ACCESS

THROUGH THIS LOCATION

D E

A D

E N

D

/8

224'-3" TO EXIT

DEAD END

24'-11"

DEAD END

31'-10"

TEMP

OFFICE

SPACE

TEMP

OFFICE

SPACE

D E

A D

E N

D

/8

145146

C-1-8

C -1

-5

C-1-7

C-1-9

149 158

C-1-8 C -1

-5

C-1-7

C-1-9

C-1-2

C -1

-1

CONSTRUCTION

LIMIT LINE

EXISTING

ENTRANCE TO

REMAIN

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE29'-4" COMMON PATH

155'-11" TO EXIT

96'-1" COMMON

PATH

T O

E X

IT

76'-11" COMMON

PATH

T O

E X

IT

70'-2" COMMON PATH

207'-11" TO EXIT

NOTE:

PHASE 2B CORRIDORS TO BE COMPLETED

AFTER HOURS. ALL ROOMS TO BE ACCESSIBLE

DURING NORMAL OPERATING HOURS

BETWEEN 7:30AM AND 5:00PM.

RESTRICT ACCESS THROUGH

DOOR DURING

CONSTRUCTION PHASE 2B

CONTRACTOR ACCESS

THROUGH THIS LOCATION

C -1

-4

TEMP

OFFICE

SPACE

TEMP

OFFICE

SPACE

111 112 113 114 115 116 117

C-1-2

CONSTRUCTION

LIMIT LINE

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

97'-11" COMMON PATH

13'-0" COMMON PATH

229'-1" TO EXIT

176'-8" TO EXIT

36'-5" COMMON PATH

230'-1" TO EXIT

CONTRACTOR ACCESS

THROUGH THIS LOCATION

TEMP

OFFICE

SPACE

TEMP

OFFICE

SPACE

C-1-2

C -1

-6

CONSTRUCTION

LIMIT LINE

EXISTING

ENTRANCE TO

REMAIN

CONSTRUCTION LIMIT LINE

CONSTRUCTION LIMIT LINE

41'-9" COMMON PATH

T O

E X

IT

76'-11" COMMON

PATH

13'-0" COMMON PATH

234'-9" TO EXIT

T O

E X

IT

54'-8" COMMON PATHRESTRICT ACCESS THROUGH

DOOR DURING

CONSTRUCTION PHASE 2D

CONTRACTOR ACCESS

THROUGH THIS LOCATION

TEMP

OFFICE

SPACE

TEMP

OFFICE

SPACE

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

VA Building 340, 341

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved:

PHILIP P. KIRK

CHIEF ENGINEER

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANTS

SCHEESER BUCKLEY MAYFIELD

1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OH 44685

THORSON BAKER + ASSOCIATES

3030 W STREESTBORO, RICHFIELD, OH 44286

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEERS

CIVIL & STRUCTURAL ENGINEERS

Arch. Proj. No.:

/2

/2

:4

:3

P

M C

R e v it L o c a l\ R

P ri m a ry

C a re

C e n tr a l_ m s e rd i n a k .r v t

GI-103

552-20-104

MS CE

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

2/9/2021

4100 WEST THIRD STREET, DAYTON, OH 45428

LIFE SAFETY PLAN - PHASE 2 & 3

18110

SCALE: 1/16" = 1'-0"GI-103

5 LIFE SAFETY PLAN - PHASES 2 & 3

LIFE SAFETY LEGEND

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

1 LIFE SAFETY PLAN - PHASE 2A

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

2 LIFE SAFETY PLAN - PHASE 2B

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

4 LIFE SAFETY PLAN - PHASE 2D

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

3 LIFE SAFETY PLAN - PHASE 2C

0.2

0.2

0.1

0.1

0.3

0.3

0.38

0.38

0.39

0.39

0.40

0.40

0.5

0.5

0.48

0.48

A.aA.a

A.bA.b

AA

A.4A.4

B

B.3

B.6

B.7

C

C.5

D

E

F

G

F.6

F.3

D.7

D.6

C.9

C.3

B.4

A.7

6.2

6.4

6.4

6.5

6.5

6.7

6.7

6.9

6.9 7

6.1

6.1

E.7E.7

TEMP WAITING

PHASE 3

PHASE 1

PHASE 1

PHASE 2

PHASE 1

PHASE 3 PHASE 3

PHASE 1

N.I.C.

N.I.C.

N.I.C.

PHASE 1

PHASE 2

PHASE 3

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

VA Building 340, 341

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved:

PHILIP P. KIRK

CHIEF ENGINEER

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANTS

SCHEESER BUCKLEY MAYFIELD

1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OH 44685

THORSON BAKER + ASSOCIATES

3030 W STREESTBORO, RICHFIELD, OH 44286

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEERS

CIVIL & STRUCTURAL ENGINEERS

Arch. Proj. No.:

/2

/2

:4

:4

P

M C

R e v it L o c a l\ R

P ri m a ry

C a re

C e n tr a l_ m s e rd i n a k .r v t

GI-104

552-20-104

MS CE

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

2/9/2021

4100 WEST THIRD STREET, DAYTON, OH 45428

FIRST FLOOR PHASING PLAN

18110

SCALE: 1/8" = 1'-0"GI-104

1 FIRST FLOOR PHASING PLAN

PHASING LEGEND

0.2

0.2

0.1

0.1

0.3

0.3

0.38

0.38

0.39

0.39

0.40

0.40

0.5

0.5

0.48

0.48

A.aA.a

A.bA.b

AA

A.4A.4

B

B.3

B.6

B.7

C

C.5

D

E

F

G

F.6

F.3

D.7

D.6

C.9

C.3

B.4

A.7

6.2

6.4

6.4

6.5

6.5

6.7

6.7

6.9

6.9 7

PHASE 1B

PHASE 1A

TEMP

WAITING

6.1

E.7E.7

SOIL

CLEAN

MED

PACT

SUPPLY

EXAM

EXAM

EXAM

T.R.

C-1-11

CORRIDOR

WAITING

T.R.

VENDING

T.R.

PAC121

RECEPTION

TEMP. LOCKERS 1

VESTIBULE

TEMP. LOCKERS 2

MSA

121A

STAFF T.R.

HEALTH BEHAV.

COORD. 120

DIETICIAN

TVC/FLOAT

EXAM

SCALES

STAFF T.R.

PHASE 1C

PHASE 1B

PHASE 1D

PHASE 1D

STAFF T.R.

CONTRACTOR

ACCESS THROUGH

THIS LOCATION

1B

1D

1D

PHASE 1E

C-1-12

CORRIDOR

C -1

-4

C O

R R

ID

O

R

C-1-4

CORRIDOR

P H

A S

E

E

PHASE 1E

1B

1D

1D

1D

1D

1D

RESTRICT ACCESS

THROUGH DOOR

DURING

CONSTRUCTION

PHASE 1

1B 1C

PHASE 1E

TEMP

WAITING

MSA SUPERVISOR

N.I.C.

N.I.C.

N.I.C.

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

SOCIAL WORK

IMAGING TECH

MECH.

1B

PHASE 1B.1

PHASE 1A - CONSTRUCT TEMPORARY LOCKERS

PHASE 1B - CONSTRUCT LOBBY/WAITING/CONNECTOR/VESTIBULE

PHASE 1B.1 - DEDUCT ALTERNATE 5

REFRESH EXAM ROOMS / OFFICES

PHASE 1C - CONSTRUCT REMAINING LOBBY AND WAITING

ALT. DEDUCT: CONSTRUCT REGISTRATION/KIOSKS

PHASE 1D - CONSTRUCT PACT CLINICAL SPACE/EXAM

ROOMS/CLINICAL SUPPORT OFFICES/MSAs

PHASE 1E - CONSTRUCT CORRIDORS

TEMPORARY EXAM ROOM CLOSURES (6)

CONTRACTOR ACCESS

TEMPORARY PARTITION

1. CONTRACTOR TO COMPLETE CEILING WORK IN

COORDINATION WITH REMOVAL OF CONSTRUCTION

BARRIERS AND COMPLETE OUTSIDE OF FACILITY

OPERATING HOURS TO ENSURE SEPARATION IS

PROVIDED FOR AND ALL WORK IS COMPLETED PRIOR

TO STAFF AND PUBLIC ACCESS TO SPACES.

2. CONTRACTOR TO CONFIRM EACH CONSTRUCTION

AREA IS SEPARATED FROM ALL REMAINING INTERIOR

SPACES BY PARTITIONS (EXISTING, TEMPORARY, AND

NEW) THAT RESIST THE PASSAGE OF SMOKE.

3. ACCESS TO ALL AREAS OUTSIDE OF PHASE AND SUB-

PHASE CONSTRUCTION AREAS INDICATED TO BE FULLY

ACCESSIBLE TO STAFF AND PATIENTS THROUGHOUT

NORMAL OPERATING HOURS. ALL LIMITED SCOPE

SUPPORTING ACTIVITIES TO BE COORDINATED WITH VA

COR. ALL WORK DEEMED DISRUPTIVE BY COR TO BE

CONDUCTED OUTSIDE OF NORMAL OPERATING HOURS

(7:30 AM TO 5:00 PM).

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

VA Building 340, 341

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved:

PHILIP P. KIRK

CHIEF ENGINEER

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANTS

SCHEESER BUCKLEY MAYFIELD

1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OH 44685

THORSON BAKER + ASSOCIATES

3030 W STREESTBORO, RICHFIELD, OH 44286

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEERS

CIVIL & STRUCTURAL ENGINEERS

Arch. Proj. No.:

/2

/2

:4

:4

P

M C

R e v it L o c a l\ R

P ri m a ry

C a re

C e n tr a l_ m s e rd i n a k .r v t

GI-105

552-20-104

MS CE

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

2/9/2021

4100 WEST THIRD STREET, DAYTON, OH 45428

FIRST FLOOR PHASING PLAN - PHASE 1

18110

SCALE: 1/8" = 1'-0"GI-105

1 FIRST FLOOR PHASING PLAN - PHASE 1

PHASE 1 LEGEND

NOTE: ALL SPACES OUTSIDE OF EACH PHASE AND

SUB-PHASE ARE TO REMAIN IN FULL OPERATION

AND ACCESSIBLE TO PATIENTS AND VA STAFF

INCLUDING SPACES IDENTIFIED IN PREVIOUS

PHASES, FUTURE PHASES, AND OUTSIDE OF

PROJECT SCOPE. COORDINATE STAGING AREAS,

MOVEMENT AND STORAGE OF EQUIPMENT, ETC.

WITH THE VA COR.

NOTE PHASE 1E: ALL ROOMS TO BE ACCESSIBLE

DURING NORMAL OPERATING HOURS BETWEEN

7:30AM AND 5:00PM. ALL WORK TO BE COMPLETED

AFTER HOURS.

PHASING PLAN GENERAL NOTES

0.2

0.2

0.1

0.1

0.3

0.3

0.38

0.38

0.39

0.39

0.40

0.40

0.5

0.5

0.48

0.48

A.aA.a

A.bA.b

AA

A.4A.4

B

B.3

B.6

B.7

C

C.5

D

E

F

G

F.6

F.3

D.7

D.6

C.9

C.3

B.4

A.7

6.2

6.4

6.4

6.5

6.5

6.7

6.7

6.9

6.9 7

6.1

E.7E.7

PHASE 2D

PHASE 2A

PHASE 2B

TEMP

OFFICE

SPACE

PHASE 2C

MSA SUPERVISOR

TELEPHONE NURSE

TRIAGE

PRIMARY CARE CALL

CENTER

NURSE MANAGER

EQUIP/SUPPLY

STORAGE

ADMIN OPEN

NURSE MANAGER

NURSE MANAGER

EXAM

EXAM

T.R.

EXAM

EXAM

EXAM

EXAM

EXAM

T.R.

T.R.

PROCEDURE

T.R.

EQUIP/SUPPLY

STORAGE

MENTAL HEALTH

MENTAL HEALTH

MENTAL HEALTH

MENTAL HEALTH

PHARMACY

PHARMACY

CHIEF

ASST. CHIEF

ADMIN. OFFICER

CHIEF NURSE

DIABETES ED

NURSE PRACT./

DIABET.

NURSE PRACT./

DIABET.

CONFERENCE/BREAK

LOCKERS

STAFF T.R.

KITCHEN

C-1-8

CORRIDOR

C-1-6

CORRIDOR

P H

A S

E

B

C-1-9

CORRIDOR

C -1

-5

C O

R R

ID

O

R

C-1-7

CORRIDOR

PHASE 2B

CONTRACTOR

ACCESS THROUGH

THIS LOCATION

2A

2A C-1-2

CORRIDOR

2C

2B

P H

A S

E

B

PHASE 2B 2B

2D

2A

2A 2A

2A

P H

A S

E

B

P H

A S

E

B P

H A

S E

B

P H

A S

E

B

P H

A S

E

B

PHASE 2C

C -1

-1

C O

R R

ID

O

R

2B 2B 2B

2C

2C

2D

2D

N.I.C.

N.I.C.

N.I.C.

PHASE 2A - CONSTRUCT EXAMS / SUPPLY

PHASE 2B - CONSTRUCT CLINICAL SUPPORT OFFICE / ADMIN

OFFICE SPACE

PHASE 2C - CONSTRUCT CLINICAL SUPPORT OFFICES

PHASE 2D - CONSTRUCT BREAK ROOM / LOCKERS

CONTRACTOR ACCESS

TEMPORARY PARTITION

1. CONTRACTOR TO COMPLETE CEILING WORK IN

COORDINATION WITH REMOVAL OF CONSTRUCTION

BARRIERS AND COMPLETE OUTSIDE OF FACILITY

OPERATING HOURS TO ENSURE SEPARATION IS

PROVIDED FOR AND ALL WORK IS COMPLETED PRIOR

TO STAFF AND PUBLIC ACCESS TO SPACES.

2. CONTRACTOR TO CONFIRM EACH CONSTRUCTION

AREA IS SEPARATED FROM ALL REMAINING INTERIOR

SPACES BY PARTITIONS (EXISTING, TEMPORARY, AND

NEW) THAT RESIST THE PASSAGE OF SMOKE.

3. ACCESS TO ALL AREAS OUTSIDE OF PHASE AND SUB-

PHASE CONSTRUCTION AREAS INDICATED TO BE FULLY

ACCESSIBLE TO STAFF AND PATIENTS THROUGHOUT

NORMAL OPERATING HOURS. ALL LIMITED SCOPE

SUPPORTING ACTIVITIES TO BE COORDINATED WITH VA

COR. ALL WORK DEEMED DISRUPTIVE BY COR TO BE

CONDUCTED OUTSIDE OF NORMAL OPERATING HOURS

(7:30 AM TO 5:00 PM).

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

VA Building 340, 341

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved:

PHILIP P. KIRK

CHIEF ENGINEER

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANTS

SCHEESER BUCKLEY MAYFIELD

1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OH 44685

THORSON BAKER + ASSOCIATES

3030 W STREESTBORO, RICHFIELD, OH 44286

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEERS

CIVIL & STRUCTURAL ENGINEERS

Arch. Proj. No.:

/2

/2

:4

:5

P

M C

R e v it L o c a l\ R

P ri m a ry

C a re

C e n tr a l_ m s e rd i n a k .r v t

GI-106

552-20-104

MS CE

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

2/9/2021

4100 WEST THIRD STREET, DAYTON, OH 45428

FIRST FLOOR PHASING PLAN - PHASE 2

18110

SCALE: 1/8" = 1'-0"GI-106

1 FIRST FLOOR PHASING PLAN - PHASE 2

PHASE 2 LEGEND

NOTE: ALL SPACES OUTSIDE OF EACH PHASE AND

SUB-PHASE ARE TO REMAIN IN FULL OPERATION

AND ACCESSIBLE TO PATIENTS AND VA STAFF

INCLUDING SPACES IDENTIFIED IN PREVIOUS

PHASES, FUTURE PHASES, AND OUTSIDE OF

PROJECT SCOPE. COORDINATE STAGING AREAS,

MOVEMENT AND STORAGE OF EQUIPMENT, ETC.

WITH THE VA COR.

NOTE PHASE 2B: CORRIDOR WORK TO BE

COMPLETED AFTER HOURS. OPERATING HOURS

ARE BETWEEN 7:30AM AND 5:00PM.

PHASING PLAN GENERAL NOTES

0.2

0.2

0.1

0.1

0.3

0.3

0.38

0.38

0.39

0.39

0.40

0.40

0.5

0.5

0.48

0.48

A.aA.a

A.bA.b

AA

A.4A.4

B

B.3

B.6

B.7

C

C.5

D

E

F

G

F.6

F.3

D.7

D.6

C.9

C.3

B.4

A.7

6.2

6.4

6.4

6.5

6.5

6.7

6.7

6.9

6.9 7

6.1

6.1

E.7E.7

EXAM

EXAM

EXAM

WPAFB

WPAFB

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

C-1-1

CORRIDOR

N.I.C.

N.I.C.

N.I.C.

PHASE 3

P H

A S

P H

A S

P H

A S

PHASE 3 - REFRESH EXAM ROOMS / OFFICES

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

VA Building 340, 341

Project Title

Location

Issued Date Checked Drawn

Drawing Title

Approved:

PHILIP P. KIRK

CHIEF ENGINEER

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANTS

SCHEESER BUCKLEY MAYFIELD

1540 CORPORATE WOODS PARKWAY, UNIONTOWN, OH 44685

THORSON BAKER + ASSOCIATES

3030 W STREESTBORO, RICHFIELD, OH 44286

PLUMBING, MECHANICAL, & ELECTRICAL ENGINEERS

CIVIL & STRUCTURAL ENGINEERS

Arch. Proj. No.:

/2

/2

:4

:5

P

M C

R e v it L o c a l\ R

P ri m a ry

C a re

C e n tr a l_ m s e rd i n a k .r v t

GI-107

552-20-104

MS CE

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

2/9/2021

4100 WEST THIRD STREET, DAYTON, OH 45428

FIRST FLOOR PHASING PLAN - PHASE 3

18110

SCALE: 1/8" = 1'-0"GI-107

1 FIRST FLOOR PHASING PLAN - PHASE 3

PHASE 3 LEGEND

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

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…