36C10F19R0003-023.pdf

CARES Consolidation - Phase 2 - University Drive

Department of Veterans Affairs

VA Pittsburgh Healthcare System

Research Office Building - Connecting Bridge

University Drive Pittsburgh, PA 15240

VA Pittsburgh Healthcare System

Owner

Pittsburgh, PA 15222 227 Fort Pitt Boulevard

(412) 765-1700

ASTORINO/CANNON DESIGN

Architect / Engineers

Vicinity MapLocation Map

SOLICITATION # VA 36C10F19R0003

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

GS0-000

646CA2500.23

AuthorChecker

COVER SHEET

VAPHS UNIVERSITY DRIVE

1 & 30

DRAWING LIST

SHEET # SHEET NAME

PLUMBING

PLD-101 PLUMBING DEMOLITION FLOOR PLANS

PL1-001 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

PL1-101 PLUMBING NEW WORK PLANS

PL1-401 PLUMBING DETAILS

FIRE PROTECTION

FAD-101 FIRE PROTECTION DEMOLITION FLOOR PLAN

FA1-001 FIRE PROT. SYMBOLS & ABBREVIATIONS

FA1-101 FIRE PROTECTION FLOOR PLAN

MECHANICAL

MD0-100 SECOND FLOOR DEMO DUCTWORK PLAN

MH0-001 SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

MH0-100 SECOND FLOOR NEW DUCTWORK PLAN

MH0-301 ENLARGED SECTIONS

MH0-701 HVAC DETAILS & SCHEDULES

ELECTRICAL

ESD-801 ELECTRICAL DEMOLITION PLAN

EG0-001 SYMBOLS & LIGHTING FIXTURE SCHEDULE

EL1-101 BRIDGE LIGHTING PLAN

EP1-101 BRIDGE POWER PLAN

EP5-101 ELECTRICAL SINGLE-LINE DIAGRAMS

EP6-101 PANELBOARD SCHEDULES

ET1-101 BRIDGE SYSTEMS PLAN

DRAWING LIST

SHEET # SHEET NAME

GENERAL

GS0-000 COVER SHEET

GS0-002 ABBREVIATIONS & SYMBOLS

GS0-003 CODE ANALYSIS - LIFE SAFETY

CIVIL

CS1-000 SITE EXISTING CONDITIONS PLAN

CS2-000 SITE DEMOLITION PLAN

CS3-000 DETAIL SHEET

CS4-000 SITE GRADING PLAN

CS5-000 SITE LAYOUT PLAN

STRUCTURAL

SD1-101 DEMOLITION PLANS & DETAILS

SS0-101 GENERAL NOTES & SCHEDULES

SS1-100 GROUND / FOUNDATION PLAN

SS1-101 FLOOR FRAMING PLAN

SS1-102 ROOF FRAMING PLAN

SS3-101 ELEVATIONS

SS3-102 ELEVATIONS

SS5-101 CRUCIFORM PLAN & DETAILS

ARCHITECTURE

AD1-101 DEMOLITION PLANS AND DETAILS

AS0-001 SITE PLAN

AS1-101 FLOOR PLANS

AS1-102 ROOF PLAN, SOFFIT PLAN & DETAILS

AS3-101 EXTERIOR ELEVATIONS & SECTIONS

AS5-101 SECTION & DETAILS

AS5-102 WALL SECTIONS

AS5-103 ELEVATION WALL SECTIONS

AS8-101 DOOR & WINDOW TYPES, DETAILS, LADDER DETAILS

AS8-102 PARTITION TYPES, RAILING DETAILS, CEILING DETAILS

AS9-141 REFLECTED CEILING PLAN

AS9-341 FINISH FLOOR PLAN

GYPSUM WALL BOARD

HEATING, VENTILATING

& AIR CONDITIONING

HOLLOW METAL

INSIDE DIAMETER

INSULATE ( D ) ( ION )

LAM

LH

LT

LEFT HAND

LAMINATED

LIGHT

HORIZ

INT

INSUL

INV

HT

HM

HW

INTERIOR

INVERT

HEIGHT

HORIZONTAL

HOT WATER

FTG

HTG

GALV

GWB

HVAC

GA

GL

FT

GAGE

GLASS

HEATING

FOOT

FOOTING

GALVANIZED

WT

W/

W/O

WEIGHT

WITH

WITHOUT

SPECIFICATIONS

STAINLESS STEEL

STORM DRAIN

TOP OF WALL

TOP OF STEEL

VERIFY IN FIELD

UNDERWRITERS LABORATORIES INC.

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

VINYL WALL COVERING

TYP

TOW

UL

VIF

VCT

VERT

UNO

VWC

VERTICAL

TYPICAL

SQ

SPEC

SST

SD

STRUCT

SUSP

STL

TOS

STD

STRUCTURAL

SUSPENDED

SQUARE

STEEL

STANDARD

ACOUSTICAL TILE

ARCHITECTURAL

ABOVE FINISHED FLOOR

CONTROL JOINT

CONCRETE MASONRY UNIT

ELECTRIC ( AL )

EXPANSION JOINT

AND FINISH SYSTEM

EXTERIOR INSULATION

FIRE HOSE CABINET

ELECTRIC WATER COOLER

FIRE EXTINGUISHER CABINET

APPROXIMATEAPPROX

EJ

EIFS

EXT

FHC

FEC

FA

FL

FD

FIN

FIRE ALARM

FLOOR

FLOOR DRAIN

EXTERIOR

FINISH ( ED )

DIA

DIM

DIAG

DWG

EWC

ELEC

EA

EQ

DN

DRAWING

EACH

EQUAL

DIAGONAL

DOWN

DIAMETER

DIMENSION

CLG

COL

CEM

CONTR

CJ

CMU

CONC

CONT

DET

CT

CONTRACTOR

CONTINUOUS

DETAIL

CEMENT

CEILING

COLUMN

CERAMIC TILE

CONCRETE

BLKG

BOT

ARCH

CAB

BLDG

CO

CB

CI

CABINET

CLEAN OUT

CATCH BASIN

CAST IRON

BLOCKING

BOTTOM

BUILDING

ACT

AFF

ALUM

ADJ

ALT

ADJACENT

ALTERNATE

ALUMINUM

MECHANICALMECH

PREFABRICATED

POLYVINYL CHLORIDE

POUNDS PER SQ.INCH

REINFORCE ( D ) ( ING )

RADIUSRAD

REINF

RE:

REQ'D

RH

SECT

RD

REV

SIM

RA

SECTION

RIGHT HAND

ROOF DRAIN

SIMILAR

REFER TO

REQUIRED

REVISION

RETURN AIR

PT

PSI

PTD

PVC

QTY

PROJ

PRE-FAB

PR

QT

PROJECTION

QUANTITY

QUARRY TILE

POINT

PAINTED

PAIR

MINIMUM / MINUTE

NOT TO SCALE

NOT IN CONTRACT

PLASTIC LAMINATE

MISCELLANEOUS

OC

OPP

OPNG

PL

PLAS

PLAM

PWD

PLASTER

PLATE

PLYWOOD

OPENING

OPPOSITE

ON CENTER

MIN

MET, MTL

MTD

NOM

NTS

NIC

NO

MISC

NOMINAL

NUMBER

METAL

MOUNTED

MANUFACTURER

MASONRY OPENINGMO

MATL

MFG

MAS

MAX

MATERIAL

MASONRY

MAXIMUM

ROLLER SHADERS

AREA DRAINAD

AMERICANS WITH DISABILITES ACTADA

AUTHORITYAUTH

BOARD

BEARING

BD

BRG

BUR BUILT-UP ROOF ( ING )

RWL RAIN WATER LEADER

COUNTER

CENTERLINE/ COLUMN LINE

CORNER GUARD STAINLESS STEEL

CTR

CL

CG

CARPETCPT

DEMO DEMOLISH

DEGREE ( S )

DOOR

DEG

DR

EL ELEVATION

EM EMERGENCY

EPDM

(ETHYLENE PROPYLENE

DIENE MONOMER)

SYNTHETIC RUBBER MEMBRANE

EF EACH FACE

EW EACH WAY

FIRE HYDRANTFH

FS FAR SIDE

GRADEGRD

GD GUARD

ID

HANDRAILHR

HEADHD

JANITORJAN

JT JOINT

LOC LOCATION/ LOCAL

MEMBRANEMEM

NS

NEAR SIDE

PRE-CAST

PARTITION

PANEL

PC

PTN

PL

PNL

PROPERTY LINE

RAILING

RISER

RECESSEDREC

RLG

R

SURFACE

SOLID

SOLID CORE

SL

SC

SOL

SFC

SLOPE

TREAD

TREATED

TOTT

TRT

TOTAL

TEMPERED/ TEMPERATURE

TOP OF DECK

THRESHOLD

TEMP

TOD

TZO

TH

TERRAZZO

VENEERVEN

VENT THROUGH ROOFVTR

WWF

WP

WELDED WIRE FABRIC

WORK POINT

WOOD

WATERPROOFING

WD

WPFG

WSCT WAINSCOT

ELECTRICAL CONTRACTOREC

PM

PA

GC

OWN

PROJECT MANAGER

PROJECT ARCHITECT

GENERAL CONTRACTOR

OWNER

MED. ROOM MEDICATIONS ROOM

EQUIPMENT ROOMEQUIP. ROOM

HOUSEKEEPING CLOSETH.C.

ADMIN. ASSIST. ADMINISTRATIVE ASSISTANT

CR. CT. ALCOVE CRASH CART ALCOVE

S.O. SLAB OPENING

OPPOSITE HAND

OH

OSCI OWNER SUPPLIED,

CONTRACTOR INSTALLED

NC

NON COMBUSTIBLE

WGA WALL GUARD ACRYLIC

WGS WALL GUARD STAINLESS STEEL

WB WHITE BOARD

EG END GUARD STAINLESS STEEL

BULLETIN BOARDBB

OD

OUTSIDE DIAMETER

ROUGH OPENINGRO

EOS

CFMF

Abbreviations

AUTOMATED-EXTERNAL DIFIBRILLATORAED

SURFACE MOUNTED FECS/FEC

R/FEC RECESSED FECEDGE OF SLAB

COLD FORMED METAL FRAMING

MARKERBOARDMB

TACKBOARDTB

TV TELEVISION

MDF MEDIUM DENSITY FIBERBOARD

OFD

OVERFLOW DRAIN

CLR OPNG CLEAR OPENING

DO NOT SCALE DRAWINGS.

ALL DIMENSIONS ARE TO FINISHED FACE OF PARTITION (GWB),

UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF

ALL DISCREPANCIES PRIOR TO COMMENCING WITH THE WORK.

LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS.

CONTRACTOR SHALL CLOSE (WITH MATERIALS MATCHING &

ALIGNING WITH EXISTING ADJACENT CONSTRUCTION) ALL

DUCT, GRILLE, PIPING & CONDUIT, PARTITION, FLOOR AND

ROOF OPENINGS THAT ARE SCHEDULED TO BE REMOVED OR

ALTERED. BOND (TOOTH) NEW & EXISTING MASONRY, UNLESS

NOTED OTHERWISE.

2.

1.

4.

3.

5.

General Notes

PHASE WORK ADJACENT TO STAIRWELL #5 (BUILDING #1) TO LIMIT

DISRUPTION OF EGRESS ROUTE AND GENERAL TRAFFIC BETWEEN

BUILDING #1 AND BUILDING #30. SIMILIAR CONDITION SHOULD BE

APPLICABLE TO AREAS OF 2W LABS.

6.

Symbols

View Name 1/8" = 1'-0"

DRAWING TITLE

A101

SIM

ENLARGED PLAN /

DETAIL REFERENCE

1 REVISION DELTA

COLUMN BUBBLE

NEW WORK

COLUMN BUBBLE

EXISTING WORK

Name

Elevation

ELEVATION MARK

N

N

NORTH INDICATOR

TRUE

NORTH

BUILDING

NORTH

MATCHLINE

A

B

A101

SIM

SECTION TAG

EXTERIOR ELEVATION TAG

SPOT ELEVATIONTOILET ACCESSORY TAG

DOOR TAG

WINDOW TAG

DEMOLITION TAG

PARTITION TYPE

EQUIPMENT TAG

CASEWORK SECTION

INTERIOR SECTION

1t

Room name

ROOM TAG

A101

SIM

B

A101

SIM

EQUIPMENT TAG

925.50

8'-0"

CEILING HEIGHT INDICATOR

ABOVE FINISHED FLOOR

LAY IN ACOUSTICAL TILE

CEILING PANELS

GYPSUM BOARD CEILING PANELS

CUBICAL CURTIAN TRACK

NUMBERED KEY NOTE

LETTERED KEY NOTE

AS1-101

INTERIOR ELEVATION TAGAS1-101

L SIGNAGE TAG

Material Symbols

EARTH

COURSE POROUS FILL

CAST IN-PLACE-CONCRETE

GROUT

BRICK

CONCRETE UNIT MASONRY

CAST STONE

STEEL

ALUMINUM

CONTINUOUS WOOD FRAMING

WOOD BLOCKING

PLYWOOD (LARGE SCALE)

FINISH LUMBER FOR ARCHITECTURAL WOODWORK

FIBROUS INSULATION

GLASS (LARGE SCALE)

GYPSUM BOARD

RESLIENT TILE (SCALE)

PARTITION RATING LEGEND

S S S S S

1 HOUR FIRE HARZARDOUS AREA

2 HOUR FIRE SHAFT

1 HOUR SMOKE BARRIER SMOKE ZONE

2 HOUR FIRE/SMOKE SMOKE ZONE

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

GS0-002

646CA2500.23

AuthorChecker

ABBREVIATIONS &

SYMBOLS

VAPHS UNIVERSITY DRIVE

1 & 30

DNUP

DN

UP

THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING GUIDELINES

AND THE LATEST EDITION OF THE FOLLOWING CODES (2015):

OCCUPANCY FIRE SEPARATION ASSEMBLIES

2 HR

ENCLOSURES OF EXIT CORRIDORS, STAIRWAYS AND

ASSOCIATED EXIT CORRIDORS CONNECTING 3 OR FEWER

STORIES

TRAVEL DISTANCE

COMMON PATH OF EGRESS TRAVEL

300'

100'

50'DEAD END CORRIDOR

CONSTRUCTION TYPE

USE GROUP(S)

STORIES - 3 EXISTING

SPRINKLERS

STRUCTURAL FRAME:

NON-BEARING WALLS & PARTITIONS:

EXTERIOR & INTERIOR

FLOOR CONSTRUCTION:

INCLUDING SUPPORTING BEAMS,

TRUSSES AND FRAMING.

INCLUDING COLUMNS, GIRDERS,

TRUSSES

INCLUDING SUPPORTING BEAMS,

TRUSSES AND FRAMING

ROOF CONSTRUCTION:

NFPA 101 2015 (LSC)

BUSINESS

II (0,0,0)

PROVIDED

PROPOSED BRIDGE

NON-COMBUSTIBLE

NON-COMBUSTIBLE

Code Data - Bridge

FOR PROPOSED CONNECTING BRIDGE

NFPA - TABLE: A.7.6 - SPRINKLERED

NFPA - 19.1.1.4.1 - ADDITIONS

ADDITIONS SHALL BE SEPARATED FROM ANY EXISTING STRUCTURE NOT

CONFORMING TO THE PROVISIONS WITH CHAPTER 19 (EXISTING HEALTH CARE

OCCUPANCIES) BY A FIRE BARRIER HAVING NOT LESS THAN A 2 HOUR FIRE

RESISTANCE RATING.

ACTUAL: A TWO HOUR FIRE SEPARATION IS PROVIDED AT THE EXTERIOR WALL OF

EXISTING BUILDING #1 (HOSPITAL)

NON-COMBUSTIBLE

NON-COMBUSTIBLE

IBC - SECTION 3104 - PEDESTRIAN WALKWAYS & TUNNELS

WALKWAYS SHALL BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY FIRE-

BARRIER WALL WITH A FIRE-RESISTANCE OF NOT LESS THAN 2 HOURS. THIS

PROTECTION SHALL EXTEND VERTICALLY FROM A POINT 10 FEET ABOVE THE

WALKWAY ROOF SURFACE OR THE CONNECTED BUILDING ROOF LINE, WHICHEVER IS

LOWER, DOWN TO A POINT 10 FEET BELOW THE WALKWAY AND HORIZONTALLY 10

FEET FROM EACH SIDE OF THE PEDESTRIAN WALKWAY. OPENINGS WITHIN THE 10

FOOT HORIZONTAL EXTENSION OF THE PROTECTED WALLS BEYOND THE WALKWAY

SHALL BE EQUIPPED WITH DEVICES PROVIDING A 3/4 HOUR FIRE PROTECTION RATING

IN ACCORDANCE WITH SECTION 715.

EXCEPTION:

THE WALLS SEPARATING THE PEDESTRIAN WALKWAY FROM A CONNECTED BUILDING

ARE NOT REQUIRED TO HAVE A FIRE-RESISTANCE RATING BY THIS SECTION WHERE

ANY OF THE FOLLOWING CONDITIONS EXIST:

EXCEPTION 1:

THE DISTANCE BETWEEN THE CONNECTED BUILDINGS IS MORE THAN 10 FEET. THE

PEDESTRIAN WALKWAY AND CONNECTED BUILDINGS, EXCEPT FOR OPEN PARKING

GARAGES, ARE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH SECTION 903.3.1.1. THE WALL IS CAPABLE OF RESISTING THE

PASSAGE OF SMOKE OR IS CONSTRUCTED OF A TEMPERED, WIRED, OR LAMINATED

GLASS WALL AND DOORS SUBJECT TO THE FOLLOWING:

1.1 THE WALL OR GLASS SEPARATING THE INTERIOR OF THE BUILDING FROM

THE PEDESTRIAN WALKWAY SHALL BE PROTECTED BY AN AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 AND THE

SPRINKLER SYSTEM SHALL COMPLETELY WET THE ENTIRE SURFACE OF

INTERIOR SIDES OF THE WALL OR GLASS WHEN ACTUATED.

1.2 THE GLASS SHALL BE IN A GASKETED FRAME AND INSTALLED IN SUCH A

MANNER THAT THE FRAMING SYSTEM WILL DEFLECT WITHOUT BREAKING

(LOADING) THE GLASS BEFORE THE SPRINKLER OPERATES; AND

1.3 OBSTRUCTIONS SHALL NOT BE INSTALLED BETWEEN THE SPRINKLER

HEADS THE WALL OR GLASS.

ACTUAL:

THE DISTANCE BETWEEN THE CONNECTED BUILDINGS IS 35' +/-

THE PEDESTRIAN WALKWAY AND CONNECTED BUILDINGS ARE EQUIPPED

THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN

ACCORDANCE WITH SECTION 903.3.1.1 (NFPA 13)

THE WALL IS CAPABLE OF RESISTING THE PASSAGE OF SMOKE

2015 NFPA 101 LIFE SAFETY CODE

2015 NATIONAL FIRE CODE

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL FUEL GAS CODE

2015 INTERNATIONAL ENERGY CONSERVATION CODE

2015 NATIONAL ELECTRICAL CODE

2009 ICC/ANSI A117.1 - 1998 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

Department of Veterans Affairs - Design Manuals and Standards

3.4

F

F

E E.6DC.6 E.7

x.Gx.G x.J x.L x.N

6.5 x.4 x.5 x.6 x.7 x.1 x.1 x.2 x.14 x.15 x.16 x.17 x.18 x.19 x.20

6.1

EA

x.Cx.C

12.8

8' -0

8'-0"

8' -1

/4

8'-8 3/4"

23'-4"

RAMP DN

34'-2"

R A

M P

D N

'-3

ROOF BELOW

1197'-6 5/8" +/-

1195'-10 1/8" +/-

LANDING 2

LANDING 3 1193'-1 3/8"

2nd FLOOR

AREA W

1197'-6 5/8"

2nd FLOOR

1204'-10 3/4"

BRIDGE LEVEL

EXISTING

VESTIBULE

EXISTING 2ND

FLOOR ELEVATOR

LOBBY

1197'-6 5/8"

2nd FLOOR

1194'-3 3/8"

1197'-6 5/8" +/-

LANDING 1

SECOND FLOOR

BUILDING 30

8' -0

EXISTING AREA W

EXISTING

BUILDING 1

EXISTING

BUILDING 30

FACE TO FACE OF BLDGS

34'-11 1/2"

10"

1:20

1:

35'-0"

21'-8

45'-0"

FEC 27" MAX. AFF

FEC 27" MAX. AFF

FACE OF BRIDGE TO BLDG

39'-6 5/8"

151'-0" x.F x.E x.D

RAMP DN

1:20

LANDING 3

1194'-3 3/8"

BOTH SIDES

1'-0" HANDRAIL EXT.

1'-0" HANDRAIL EXT.

CONT. ALUM.

HANDRAIL AT 34" AFF

ALUM. HANDRAIL AT

34" AFF BOTH SIDES

1'-0" 1'-0"

EXISTING

EXIT STAIR

EXISTING

EXIT STAIR

EXISTING

EXIT STAIR

REPAIR ANY SPRAYED

FIREPROOFING OR OTHER

RATED CONSTRUCTION AT

BOTTOM OF FLOOR DECK AND

STRUCTURE BELOW TO

MAINTAIN A 2 HOUR FIRE RATING.

'-0

REMOVE EXISTING WINDOW AND INFILL

OPENING TO MATCH ADJACENT CONSTRUCTION

M

IN

90MIN.

M

IN

M

IN

1 111

45MIN.

6' -0

8' -0

45 MIN.

4' -0

5' -0

FEC, 27" MAX. AFF

FEC, 27" MAX. AFF

AS8-101

2"

EXISTING FEC

PARTITION RATING LEGEND

S S S S S

1 HOUR FIRE HARZARDOUS AREA

2 HOUR FIRE SHAFT

1 HOUR SMOKE BARRIER SMOKE ZONE

2 HOUR FIRE/SMOKE SMOKE ZONE

Occupancy Table

FLOOR OCCUPANCY DESCRIPTION AREA AREA PER OCCUPANT TOTAL OCCUPANCY

BRIDGE BUSINESS 880 sf 100 9

Egress Table

TOTAL OCCUPANTS & DIRECTION OF TRAVEL

STAIR WIDTH REQUIRED/DRAWN

(TOTAL CUMULATIVE OCCUPANT LOAD <2000)

CONNECTING BRIDGE

19/down

44"/48"

NUMBER OF EGRESS POINTS REQUIRED 2

EGRESS CAPACITY STAIR

(MIN. WIDTH 44") - EXISTING

2.85"

TOTAL TRAVEL DISTANCE FROM BRIDGE

TO EXISTING BUILDING 30 EXIT STAIR

174' < 300'

TOTAL TRAVEL DISTANCE FROM BRIDGE

TO EXISTING BUILD 1 EXIT STAIR

203' < 300'

THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING GUIDELINES

AND THE LATEST EDITION OF THE FOLLOWING CODES:

OCCUPANCY FIRE SEPARATION ASSEMBLIES

2 HR

ENCLOSURES OF EXIT CORRIDORS, STAIRWAYS AND

ASSOCIATED EXIT CORRIDORS CONNECTING 3 OR FEWER

STORIES

TRAVEL DISTANCE

COMMON PATH OF EGRESS TRAVEL

200'

100' (NEW FACILITY)

30'DEAD END CORRIDOR

CONSTRUCTION TYPE

USE GROUP(S)

STORIES - 3 EXISTING - WEST WING; MAIN HOSPITAL - 9

SPRINKLERS

STRUCTURAL FRAME:

NON-BEARING WALLS & PARTITIONS:

EXTERIOR & INTERIOR

FLOOR CONSTRUCTION:

INCLUDING SUPPORTING BEAMS,

TRUSSES AND FRAMING.

INCLUDING COLUMNS, GIRDERS,

TRUSSES

INCLUDING SUPPORTING BEAMS,

TRUSSES AND FRAMING

ROOF CONSTRUCTION:

NFPA 101 2015 (LSC)

HOSPITAL

I (3,3,2)

PROVIDED

3 HOURS

NON-COMBUSTIBLE

Code Data - Building 1

NFPA - TABLE: A.7.6 - SPRINKLERED

2 HOURS

1 1/2 HOURS

HOSPITAL

2015 NFPA 101 LIFE SAFETY CODE

2015 NATIONAL FIRE CODE

2015 INTERNATIONAL BUILDING CODE

2015 INTERNATIONAL MECHANICAL CODE

2015 INTERNATIONAL PLUMBING CODE

2015 INTERNATIONAL FUEL GAS CODE

2015 INTERNATIONAL ENERGY CONSERVATION CODE

2015 NATIONAL ELECTRICAL CODE

2009 ICC/ANSI A117.1 - 1998 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

Department of Veterans Affairs - Design Manuals and Standards

FULLY SPRINKLERED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of

Facilities

Management o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t 4 o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Department of Veterans Affairs

BIDDING DOCUMENTS - FEBRUARY 22, 2019

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

GS0-003

646CA2500.23

AuthorChecker

CODE ANALYSIS - LIFE

SAFETY

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

Life Safety Plan 2nd Flr