36C10F19R0003-015.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

SAN

SAN SAN

BLDG 8 BLDG 6

SA

N

X

X

W (P

U G

E (M

U G

E (M

U G

E (M

U G

T (M

U

G T

(M

U G

T (M

U

G T

(M

UG

T

(M

U G

T (M

UGT (M)

U G

E (M

U

G E

(M

U G

E (M

U

G E

(M

U G

E (M

UGE (M)

LEGEND:

SAN SAN

SAN SAN

UGE (M) UGE (M)

UGT (M) UGT (M)

W (M) W (M)

W (P) W (P)

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 6 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, 201

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

646CA2500.23

VAPHS UNIVERSITY DRIVE

1 & 30

NO. PE080563

SCOTT D. ROWLAND

SITE EXISTING CONDITIONS

PLAN

BDH TGK

CS1-000

1 Site Existing Condtions Plan

Notes

BLDG 8 BLDG 6

SA

N

X

X

W (P

U G

E (M

U G

E (M

U G

E (M

U G

T (M

U

G T

(M

U G

T (M

U

G T

(M

UG

T

(M

U G

T (M

UGT (M)

U G

E (M

U

G E

(M

U G

E (M

U

G E

(M

U G

E (M

UGE (M)

LEGEND:

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 6 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, 201

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

646CA2500.23

VAPHS UNIVERSITY DRIVE

1 & 30

NO. PE080563

SCOTT D. ROWLAND

SITE DEMOLITION PLAN

CS2-000

TGKBDH

1 Site Demolition Plan

Notes

3 Concrete Sidewalk/Slabs2 Sidewalk at Typ. Concrete Curb/Gutter1 Asphalt Pavement

4 Asphalt Transition Joint 5 Heavy Duty Concrete Pavement 6 Concrete - Asphalt Transition Detail

7 Bollard 8 Rock Construction Entrance 9 Compost Filter Sock

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 6 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, 201

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

646CA2500.23

VAPHS UNIVERSITY DRIVE

1 & 30

NO. PE080563

SCOTT D. ROWLAND

DETAIL SHEET

BDH TGK

CS3-000

BLDG 8 BLDG 6

SA

N

X

X

LEGEND:

Filename: \\langan.com\data\PIT\data6\250043602\Cadd Data - 250043602\SheetFiles\Sheet set\250043602-CS101-0104.dwg Date: 2/25/2019 Time: 09:39 User: tkatelhon Style Table: Langan.stb Layout: CS4-000

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 6 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, 201

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

646CA2500.23

VAPHS UNIVERSITY DRIVE

1 & 30

NO. PE080563

SCOTT D. ROWLAND

SITE GRADING AND EROSION

& SEDIMENT CONTROL PLAN

CS4-000

TGKBDH

1 Site Grading and Erosion & Sediment Control Plan

Notes Erosion and Sedimentation Control Notes

BLDG 8 BLDG 6

SA

N

X

X

LEGEND:

Filename: \\langan.com\data\PIT\data6\250043602\Cadd Data - 250043602\SheetFiles\Sheet set\250043602-CS101-0105.dwg Date: 2/25/2019 Time: 09:40 User: tkatelhon Style Table: Langan.stb Layout: CS5-000

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 6 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, 201

VA CARES CONSOLIDATION

VAMC, PITTSBURGH, PA

CONNECTING BRIDGE

646CA2500.23

VAPHS UNIVERSITY DRIVE

1 & 30

NO. PE080563

SCOTT D. ROWLAND

SITE LAYOUT PLAN

CS5-000

TGKBDH

1 Site Layout Plan

Site Plan Notes

3.4

F

F

E E.6

E.7

E.7

3.5

6.5

6.1

W12X26

W X

W X

W12X16

W X

W12X26

W8X10

W8X10

W8X10

W X

W X

W X

W X

W8X10

W8X10

W8X10

W X

W X

W8X10

W8X10

W8X10

W X

W X

W8X10

W8X10

8' - 0"4' - 0"18' - 0"

/4

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(REMOVE)

(R E

M O

V E

(R E

M O

V E

(R E

M O

V E

(R E

M O

V E

(R

E M

O V

E

(R E

M O

V E

(R

E M

O V

E

(E X

IS

T

T

O R

E M

A

IN

(E

X

IS

T

T O

R E

M A

IN

(R E

M O

V E

(E

X

IS

T

T O

R E

M A

IN

(EXIST TO REMAIN)(EXIST TO REMAIN)

(REMOVE)

EXISTING DIAGONAL BRACING

TO BE REMOVED

SD1-101

x.1 x.2

EA

12.8

W8X18

W

X

W

X

W10X22 W16X40

W16X40

(REMOVE) (REMAINS)

(REMAINS) (REMAINS)

(R E

M A

IN

S

(R E

M A

IN

S x.1 x.2

EA

12.8

W

X

W

X

W14X30 W8X18

(REMOVE)

(R E

M A

IN

S

(R E

M A

IN

S

W

X

(R E

M A

IN

S

(REMAINS)

TRIM &

RECONNECT

AS REQ'D.(PROVIDE TEMP. SHORING)

2nd Flr - Building 30

1197' - 6 5/8"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

1/4"

SAWCUT EXISTING

CONCRETE FLOOR SLAB

SEE 6/AS1-102

W12X26

(EXIST.)

W12X16

(EXIST.)

1/

4"

W21X93

1/

4"

EXISTING CONCRETE

FLOOR SLAB TO REMAIN

(EXIST.)

7' -4

/8

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

SD1-101

646CA2500.23

JLMB

DEMOLITION PLANS &

DETAILS

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0"

ORIGINAL BRIDGE FLOOR - DEMOLITION

PLAN BLDG 30

NOTES:

1. REMOVE STAIR TO ELEVATED WALKWAY

2. REMOVE CONCRETE DECK ON ELEVATED WALKWAY

3. REMOVE BEAMS FRAMING ELEVATED WALKWAY AS INDICATED

4. REMOVE POSTS ALONG E.7 LINE

5. REMOVE W12X16 BETWEEN 6 AND 7 ALONG F LINE

6. FACADE BEAMS ALONG F LINE BETWEEN 3 AND 6 TO REMAIN

7. FRAMING BEAMS ALONG 3 BETWEEN E AND F TO REMAIN

1/4" = 1'-0"

BUILDING 1 - 2ND FLOOR DEMOLITION

PLAN

1/4" = 1'-0"

BUILDING 1 - ROOF DEMOLITION PLAN

3/4" = 1'-0"

SECTION @ EXISTING SLAB EDGE

SEE NOTE 1

a. ALL CONCRETE SHALL BE IN ACCORDANCE WITH A.C.I. 318 "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE.

b. MINIMUM STRENGTHS DEVELOPED AT 28 DAYS SHALL BE AS FOLLOWS:

FOUNDATION PIER.........................4000 psi w/ 6% AIR PIER.................................................4000 psi w/ 6% AIR

COMPOSITE SLABS........................3000 psi

c. ALL REINFORCING SHALL BE ASTM A-615 SERIES 60. WELDED WIRE FABRIC SHALL BE

A.S.T.M. A-185. MESH LOCATED 1 1/2" ABOVE DECK.

d. SPLICES IN REINFORCING SHALL BE MADE ACCORDING TO A.C.I. 318, CHAPTER 12.

e. MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS:

ALL CONCRETE EXPOSED TO EARTH...............3"

ALL CONCRETE EXPOSED TO WEATHER:

#5 OR SMALLER.............1 1/2"

ALL OTHER...........................2"

SLABS NOT EXPOSED TO WEATHER............3/4"

f. ALL CONCRETE SHALL BE REGULAR WEIGHT (UNLESS NOTED)

1. CONCRETE

2. STRUCTURAL STEEL

a. ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF

STEEL CONSTRUCTION SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF

STRUCTURAL STEEL FOR BUILDING (ASD), LATEST REVISION.

b. "W" SHAPES.........................................ASTM. A992 (Fy=50 KSI) "S", "M", AND "HP" SHAPES................ASTM. A36. (Fy=36 KSI ) ALL TUBES...........................................ASTM A500, CLASS B (Fy=46 KSI) ALL PIPES............................................ASTM. A53, TYPE E GRADE B (Fy=35 KSI) CHANNELS, ANGLES, AND PLATE...ASTM A36 (Fy=36 KSI )

c. SHOP CONNECTIONS MAY BE BOLTED OR WELDED.

d. FIELD CONNECTIONS MAY BE BOLTED OR WELDED.

1) BOLTED USING 3/4"DIA H.S. BOLTS - A.S.T.M. A325-N, FULLY TENSIONED.

2) WELDING IN ACCORDANCE WITH AMERICAN WELDING SOCIETY

e. ALL WELDING SHALL BE MADE WITH E-70 OR SAW-2 ELECTRODES.

f. FABRICATION/ERECTION INSPECTION AND TESTING LISTED IN THE QUALITY CONTROL

SPECIFICATIONS. VERIFICATION INSPECTION OF BOLTS AND WELDS SHALL BE DONE BY AN

INDEPENDENT TESTING AGENCY. VERIFICATION FIELD INSPECTION SHALL INCLUDE THE

FOLLOWING WITH THE RESULTS SUBMITTED TO THE ARCHITECT.

1) BOLTS: 20% OF ALL FIELD BOLTS MINIMUM 2 PER CONNECTION.

2) WELDING: VISUAL INSPECTION OF ALL WELDS.

NON DESTRUCTIVE ULTRASONIC TESTING FOR FULL PENETRATION WELDS.

MAGNETIC PARTICLE TESTING OF 20% OF FILLET WELD LENGTHS.

g. SUBMIT ALL FABRICATION DETAILS FOR APPROVAL PRIOR TO FABRICATION.

h. CUTTING OF HOLES THROUGH STRUCTURAL STEEL IN THE FIELD WILL NOT BE PERMITTED

UNTIL REVIEWED BY THE STRUCTURAL ENGINEER.

i. ALL STEEL SHALL BE SHOP PRIMED EXCEPT STEEL TO RECEIVE FIREPROOFING, GALVANIZED, OR ENCASED IN CONCRETE.

3. MISCELLANEOUS

a. ROOF AND FLOOR DECKS - ACCORDING TO STEEL DECK INSTITUTE DESIGN MANUAL FOR

FLOOR AND ROOF DECK, LATEST REVISION.

b. SHORE ALL COMPOSITE DECKS AS REQUIRED BY MANUFACTURER.

c. CONCRETE ON METAL DECK SHALL BE PLACED TO THE MINIMUM THICKNESS SHOWN.

CONTRACTOR SHALL BECOME FAMILIAR WITH THE DEFLECTION CHARACTERISTICS OF

STRUCTURAL FRAME AND DECKING AND INCLUDE ADDITIONAL CONCRETE DUE TO

DEFLECTIONS IN CALCULATING QUANTITIES OF CONCRETE FOR SLAB.

GENERAL NOTES

OCCUPANCY CATEGORY I.B.C. 2006 & ASCE 7 SECTION 1

OFFICE< 300 PEOPLE II

LIVE LOAD I.B.C. 2006

FLOOR LIVE LOAD 100 psf STAIRS & LOBBY 100 psf ROOF LIVE LOAD 30 psf + DRIFT

WIND LOAD ASCE 7/2005 SECTION 6

EXPOSURE B

BASIC VELOCITY 90 mph

IMPORTANCE FACTOR 1.0

DRIFT LOAD ASCE 7/2005 SECTION 7

GROUND SNOW (Pg) 25 psf

IMPORTANCE FACTOR 1.0

EARTHQUAKE LOAD ASCE 7/2005 SECTION 11-12

IMPORTANCE FACTOR 1.0

SPECTRAL RESPONSE SDS=.183

COEFFICIENTS SD1=..124

SITE CLASS B

DESIGN CATEGORY A

ANALYSIS PROCEDURE LATERAL FORCE

5. DESIGN LOADS

ONE ANGLE REQUIRED FOR EVERY 4" OF WALL

THICKNESS. END BEARING 4 1/2" MIN. OR 1" PER

FOOT OF OPENING. LONG LEG OF ANGLE

VERTICAL. ANGLES WELDED BACK TO BACK.

ALL EXTERIOR LINTELS TO BE HOT DIPPED

GALVANIZED.

ANGLE SIZE

1-L4 X3 1/2 X5/16

1-L6 X3 1/2 X5/16

FOR 10" CMU - HORZ. LEGS = 4" MIN. (2X)

OPENING

TO 5'-0"

7'-0" TO 10'-0"

LOOSE ANGLE LINTEL SCHEDULE

NON BEARING MASONRY WALLS

1-L5 X3 1/2 X5/16 5'-0" TO 7'-0"

AT ROOF

FOR OPENINGS LARGER THAN 12" SQUARE NOT SHOWN ON DWGS.

COORDINATE OPENINGS WITH MECHANICAL DRAWINGS

BEAM

BEAM

SADDLE Ls 6 X 4 X3/8

LSV 1/4" TEFLON PAD

HSS18X6X1/2

W10X49

PLATE 1/2" X 12"H X 8"W

BOTH SIDES - TYPICAL

THRU BOLTS

W/ SLOTTED

CONN.

7 5/8"

ERECTION SPACE

INFILL WITH STEEL FINGER SHIMS

AFTER STEEL ERECTION

CJP, TYP

HSS18X6X1/2

HSS6X6

PLATE 1/2" X 12"H X 8"W

BOTH SIDES - TYPICAL

THRU BOLTS

7 5/8"

/2

ERECTION SPACE

INFILL WITH STEEL FINGER SHIMS

AFTER STEEL ERECTION

9 5/8"

CJP, TYP

1/4" TEFLON PADS

1/2" PL

10 1/8"

1/2"1/2"

1"

W (SEE PLAN)

W (SEE PLAN)

1/

2" 4"

1/

2"

1' -0

NEW POST

W10X54

1/2" PLATE-B.S.

ALLOW FOR ERECTION

CLEARANCE

1" THICK BASE PLATE

REMOVE PORTION

OF EXIST. CONCRETE

FLOOR SLAB TO ATTACH

NEW POST

(4) - 3/4"Ø A325 BOLTS

IN VERTICAL SLOTS

1/4

1/4

1/4

1/4

W8,W10,C8,C10 2

MINIMUM SHEAR CAPACITIES

ROLLED SECTIONS

15 W8 - W10 2 15

BEAM TO

BEAM CONN.

MIN #

ROWS

kips

BEAM TO COLUMN

CONN.

MIN #

ROWS

kips

W12 - W14 3 30 W12 - W14 3 30

4 40 W16 4 50

5 50 W18 5 70

6 60 W21 6 100

7 70 W24 - W27 7 120

8 80 W30 - W33 8 140

9 90 W36 9 170

NOTES

a. SHEAR CONNECTION FOR GRAVITY LOADING ONLY UNLESS NOTED ON DRAWING

(SEE LEGEND). MOMENT CAPACITIES VARY AS SHOWN.

b. CONNECTION TO CONTAIN MINIMUM NUMBER OF BOLT ROWS SHOWN UNLESS

SPECIFIC DETAILING REQUIREMENTS JUSTIFY MODIFICATION.

c. CONNECTION CAPACITIES SHOWN USE ASD DESIGN LOADING AND ARE FOR USE IN

SPECIFIC DETAIL CASES NOT SHOWN ON DRAWING.

d. BEAM TO BEAM CONNECTIONS CAPACITIES BASED ON 5/16" SINGLE SHEAR PLATES WITH 3/4"∅ A325-N BOLTS IN SSLT HOLES PER AISC TABLE 10-9a

e. BEAM TO COLUMN CONNECTIONS SHALL BE 3/8" THICK DOUBLE ANGLE WITH MIN.

ROWS SHOWN, UNLESS SPECIFIC DETAILING REQUIREMENTS JUSTIFY MODIFICATION.

CAPACITIES BASED ON AISC TABLE 10-2 CASE II.

f. PROVIDE PLATE WASHERS AT ALL SLOTTED HOLES.

W16

W18

W21

W24 -W27

W30 - W33

W36 2nd Flr - Building 30

1197' - 6 5/8"

F

HSS8X4X3/8

HSS4X2X1/4

10"

EXP. JT.

2"

EOS

4"

/4

/4

W18X50

W21X50

EXIST.

EXIST.

1'-8"

COMPOSITE SLAB "A"

EXIST. CONCRETE

FLOOR SLAB

POUR STOP

FACE OF BRICK BEYOND

PL 1/2"X8

CONT

BETWEEN

COLUMNS

4-18

F

B/O ROOF DECK

1206' - 11 5/8"

W8x31

HSS8X4X3/8

3"X18GA. ROOF DECK

LOOSE ANGLE LINTEL

SEE SCHEDULE

BUILDING 30

COLD FORMED

METAL HEADER

1'-8" 2" EJ

FACE OF BRICK

2nd Flr - Building 1

1193' - 1 3/8"

EA

W6X8.5

W10X54

HSS8X4X3/8

HSS8X4X3/8

10"

POUR STOP

/4

COMPOSITE SLAB "A"

PLATE 1/2"

NEW ARCHITECTURAL FLOOR

3-12

3-12

1'-0" 1'-0"

FACE OF BRICK BEYOND

Interm Elev Lobby - Building 30

1204' - 10 3/4"

EA

W10X54

W10X54

/4

3"X18GA.

ROOF DECK

HSS8X4X3/8

LOOSE ANGLE LINTEL

SEE SCHEDULE

1'-0"1'-10"

FACE OF BRICK

2" EJ

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

SS0-101

646CA2500.23

JLMB

GENERAL NOTES &

SCHEDULES

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0" A

MECHANICAL OPENINGS

1 1/2" = 1'-0"

C

TYPICAL SHOE CONN. DETAIL - WF

1 1/2" = 1'-0" D

TYPICAL SHOE CONN. DETAIL - HSS

3/4" = 1'-0"

B

TYPICAL NEW POST CONNECTION

3/4" = 1'-0" E

SECTION @ FLOOR SLAB - BLDG 30

3/4" = 1'-0" F

SECTION @ ROOF DECK - BLDG. 30

3/4" = 1'-0" G

SECTION @ FLOOR SLAB - BLDG. 1

3/4" = 1'-0" H

SECTION @ ROOF DECK - BUILDING 1

F

F

6.5

6.5 x.1 x.1 x.2

6.1

6.1

EA

12.8

GROUND FLOOR EL. 1162'-10 5/8"

BASEMENT FLOOR EL. 1146'-10 5/8"

BUILDING 30

BUILDING 1 - AREA W

BASEMENT FLOOR EL. 1155' - 9 1/4"

GROUND FLOOR EL. 1163' - 6 5/8"

BRIDGE ABOVE

BRIDGE ABOVE

SS5-101

SS5-101

EXISTING FOOTING

A 3' X 3' X 24"

12 - #4 EW

F = 8 TSF [ORIGINAL]

BR

P = 82.4k

ORIGINAL

P

REVISED

f = 6 TSF B

BOF 1156.55 BOF 1143.88

EXISTING FOOTING

C 4' X 4' X 26"

17 - #5 EW

F = 8 TSF [ORIGINAL]

BR

P = 187k

ORIGINAL

P = 212k

REVISED

f = 6.6 TSF B

UNDERGROUND UTILITIES EXIST IN THIS LOCATION.

EXTREME CARE MUST BE EXERCISED.

HAND DIG AS REQUIRED TO ESTABLISH UTILITY EXACT LOCATION.

8'-7 1/4"37'-5 1/2"

41'-9 1/8"

NOTE:

CONTRACTOR SHALL HAVE A LICENSED SURVEYOR

VERIFY EXISTING DIMENSIONS, FLOOR ELEVATIONS,

AND FLOOR-TO-FLOOR HEIGHTS BEFORE ORDERING,

FABRICATING, OR DETAILING STRUCTURAL COLUMNS

AND HORIZONTAL FRAMING. THIS INFORMATION MUST

BE CONFIRMED AT LOCATIONS WHERE NEW FLOORS

MEET EXISTING.

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

SS1-100

646CA2500.23

JLMB

GROUND / FOUNDATION

PLAN

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0"

GROUND FLOOR FOUNDATION PLAN

BUILDING 30

NOTE:

1. UTILITES AND STORAGE TANKS ARE LOCATED WITHIN THE PROJECT BOUNDRIES.

2. EXTREME CARE SHALL BE EXERCISED WITH HEAVY EQUIPMENT AND CRANES.

3.4

F

F

E

E

E.7 x.G x.J x.L

6.5 x.4 x.5 x.1 x.1 x.2

6.1

EA

12.8

12.8

SS1-101

SS3-102

8' - 7 1/4"

/4

H S

S

X 6X

1/

H S

S

X 6X

1/

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS6X6X3/8

H S

S 6X

6X 3/

HSS6X6X3/8

HSS18X6X1/2

/8

37' - 5 1/2"

'-1

5/

8"

1' - 8"

H S

S 6X

6 X 3/

HSS5X5X3/8

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 4X

2X 1/

HSS5X5X3/8

1'

-0

1' -1

1/

8"

95.00°

/8

HSS4X0.250

HSS4X0.250

HSS4X0.25

HSS4X0.250

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

EXIST W21X50

EXIST W21X50

EXIST W18X35

EXIST W18X35

EXIST W18X35

EXIST W21X50

EXIST W18X35

EXIST W18X35

EXIST W18X35

EXIST W18X35

EXIST W18X35

EXIST W21X50

EXIST W18X35

EXIST W18X35

EXIST W21X50

EXIST W21X50

EXIST

W10X22

EXIST W16X40

EXIST W16X40

E X

IS

T

W X

E X

IS

T

W X

E X

IS

T

W X

W14X30

E X

IS

T

W X

5' - 11 1/4" 7' - 6"

7' - 6" 7' - 6"

SS3-102

SS3-101

SS3-101

SS5-101

HSS4X0.250

HSS4X

0.2

50 HSS4X0.250

HSS4

X0.

COMPOSITE SLAB "A"

C O

M P

O S

IT

E

S

LA

B

A

W10X54

NEW POST

W12X40

EXIST. COL.

W10X39

EXIST. COL.

W10X33

EXIST. COL.

W10X54

NEW POST

BUILDING 30

BUILDING 1

HSS18X6X1/2

(TYPICAL U.N.O.)

(TYPICAL U.N.O.)

(EXIST.)

NORTH

SOUTH

EAST

WEST

2ND FLOOR

EL. 1197'-6 5/8"

FINISHED FLOOR

EL. 1195'-10 1/8"

FINISHED FLOOR

EL. 1194'-3 3/8"

W10X54

HSS8X4X3/8

(LO-NEW)

G

SS0-101

W6X8.5

(HI-NEW)

R=20k @ EA. END

4' - 0"

H S

S 8X

4X 3/

H S

S 8X

4X 3/

HSS8X4X3/8

1'-6"

3' - 0"

W 8x

W8x31

.0

0°

1'-4"

E

SS0-101

SS1-101

40'-0"9'-10" 20'-0"

E X

IS

T

W X

E X

IS

T

W X

EXIST W16X40

EXIST W16X40

W 8X

W 8X

VIF

7'-5"

VIF

7'-4"

VIF

5'-3"

V

IF

C8X11.5

V

IF

/2

/4

NEW CONCRETE

& DECK INFILL

R=23k @ EA. END

C8X11.5

H

SS6X

6X 3/

8H S

S X

.2

HSS4X0.250

HSS

4X

0.

Interm Elev Lobby - Building 30

1204' - 10 3/4"

2nd Flr - Building 1

1193' - 1 3/8" x.1 12.8

8'-7 1/4"

HSS8X4X3/8

H S

S

X 6X

1/

H S

S

X 6X

1/

H S

S

X 6X

1/

H S

S

X 6X

1/

HSS8X4X3/8

/4

/4

COMPOSITE SLAB "A"

HSS5X5X3/8

HSS5X5X3/8

/4

3" X 18 GA. ROOF DECK

NOTE:

ALL TUBE STEEL CONNECTIONS

TO BE WELDED ALL AROUND-TYPICAL

LSV

LSV

LS

V

LS

V

LS

V

LS

V

L3x3x5/16 DECK SUPPORT

TYP

TYP

1/4

TYP

COMPOSITE SLAB "A"

5 1/4" THICK WITH 2" X 18 GA. COMPOSITE STEEL DECK AND

3 1/4" LWT. CONCRETE FILL. ONE LAYER OF W.W.F. 6 X 6 - W2.1

X W2.1 MINMUM 3 SPANS UNSHORED.

LEGEND

W16X31

XX (KIPS)

BEAM SIZE

SHEAR REACTION

(IF VALUE EXCEEDS SHEAR

TABLE ON DWG. SS0-101

MOMENT CONN.

(FULL ELASTIC MOMENT)

SHORE ALL COMPOSITE SLABS AS REQ'D. BY DECK MFR.

DECK MFR. MUST ADJUST NUMBER OF STUDS TO CONFORM

TO THEIR DECK PROFILE.

2nd Flr - Building 1

1193' - 1 3/8"

EA

W16X40

V

IF

/4

W16X40

W8X15C8X11.5

8'-3 1/2"

2'-2"

4 1/4"

EXIST.

EXIST.

1/4

COPE NEW BEAM TO EXIST.

TYP.

EXPANSION MAT'L.-TYP.

EXPANSION MAT'L.-TYP.

2" X 18 GA. COMPOSITE

STEEL DECK

EXIST. OPENING VIF

2'-8 3/4"

C8X11.5

NOTE:

CONTRACTOR SHALL HAVE A LICENSED SURVEYOR

VERIFY EXISTING DIMENSIONS, FLOOR ELEVATIONS,

AND FLOOR-TO-FLOOR HEIGHTS BEFORE ORDERING,

FABRICATING, OR DETAILING STRUCTURAL COLUMNS

AND HORIZONTAL FRAMING. THIS INFORMATION MUST

BE CONFIRMED AT LOCATIONS WHERE NEW FLOORS

MEET EXISTING.

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

SS1-101

646CA2500.23

JLMB

FLOOR FRAMING PLAN

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

BRIDGE FLOOR FRAMING PLAN

3/4" = 1'-0"

TYPICAL BRIDGE SECTION @ BLDG 30

BRIDGE FLOOR EL. VARIES

SEE PLAN FOR NEW FINISHED FLOOR ELEVATIONS

3/4" = 1'-0"

SECTION - CONCRETE SLAB INFILL

EXIST SLAB

CONTROL JOINT IN SLAB ON STEEL

DECK AT DECK DIRECTION CHANGE

F

F

E.7 x.3

6.5 x.1 x.1 x.2

6.1

EA

12.8

SS1-101

SS3-102

/4

8' - 7 1/4"

95.00°

HSS18X6X1/2

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

4X 3/

H S

S 8X

6X 3/

7' - 6" 7' - 6"

7' - 6" 5' - 11 1/4"

/8

/8

HSS8X6X3/8

H S

S 8X

6X 3/

H

S S

X

6X 1/

H S

S

X 6X

1/

HSS8X6X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

HSS8X4X3/8

W12X40

W10X33

W10X39

HSS5X5X3/8

SS3-102

SS3-101

SS3-101

HSS6X6X3/8

HSS4X0.250

HSS4X0.250

HSS4X

0.2

HSS4X0.250

HSS4X

0.2

50 HSS4X0.250 HSS4

X0.

HSS6X6X3/8

HSS6X6X3/8

HSS6X6X3/8

3"X18 GA. ROOF DECK

3" X

G

A

R O

O F

D E

C K

EXIST. COL.

W10X54

NEW POST

EXIST. COL.

EXIST. COL.

W10X54

NEW POST

BUILDING 30

BUILDING 1

HSS18X6X1/2

(TYPICAL U.N.O.)

HSS4X0.250

NORTH

SOUTH

EAST

WEST

H S

S 8X

4X 3/

4' - 0"

W10X54 NEW

W

X

TRIM & CONNECT EXIST. BEAM TO NEW BEAM AS REQ'D

HSS8X4X3/8

H S

S 8X

4X 3/

C8X11.5

C 6X

8.

C 6X

8.

26"

6"

1'-3 5/8"4'-0"3'-3 5/8"

1'-6"

W 8x

HSS4X2X1/4

HSS4X2X1/4

.0

0°

/4

F

SS0-101

H

SS0-101

R=6k@ EA. END

R=5k @ EA. END

W8x31

HSS4

X0

.2

HSS4X0.250

TYP

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

SS1-102

646CA2500.23

JLMB

ROOF FRAMING PLAN

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

BRIDGE ROOF FRAMING PLAN

BRIDGE-3D VIEW

2nd Flr - Building 30

1197' - 6 5/8"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

2nd Flr - Building 1

1193' - 1 3/8"

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

90.00°

/4

/4

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

HSS6X6X3/8

HSS18X6X1/2

HSS18X6X1/2

HSS8X4X3/8

HSS8X4X3/8

W10X54

NEW POST

HSS4X0.250

BRACE-TYP.

HSS4X0.250

HSS8X6X3/8

COMPOSITE

SLAB "A"

CRUCIFORM -SEE SS5-101

COMPOSITE

SLAB "A"

3"X18 GA.

ROOF DECK

2' -8

/4

BRACE-TYP.

SS3-101

E

SS3-101

F

SS3-101

G

SS3-101

H

FINISHED FLOOR

EL. 1195'-10 1/8"

BUILDING 30

3/4"

3/4"

TOWER

ALL TOWER CONNECTIONS

TO BE WELDED

W8x31

W8x31W8x31

2nd Flr - Building 30

1197' - 6 5/8"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

B/O ROOF DECK

1206' - 11 5/8"

B/O ROOF DECK

1206' - 11 5/8"

2nd Flr - Building 1

1193' - 1 3/8"

W12X40

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

HSS18X6X1/2

HSS18X6X1/2

HSS6X6X3/8

HSS8X6X3/8

/4

/4

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

COMPOSITE

SLAB "A"

3"X18 GA.

ROOF DECK

HSS6X6X3/8

HSS8X6X3/8

HSS8X4X3/8

HSS8X4X3/8

EXIST. COL.

CRUCIFORM -SEE SS5-101

2' -8

/4

W12X79

EXIST. COL.

W21X50

HSS4X0.250

BRACING - TYP.

SS3-101

A

SS3-101

B

SS3-101

C

SS3-101

D

FINISHED FLOOR

EL. 1195'-10 1/8"

BUILDING 30

4' - 0"

1 3/8"

C8X11.5 C6X8.2C6X8.2

T O

T /R

O O

F D

E C

K

T Y

P A

T T

O W

E R

'-1

/8

TOWER

ALL TOWER CONNECTIONS

TO BE WELDED

2nd Flr - Building 1

1193' - 1 3/8"

HSS18X6X1/2

HSS6X6X3/8

2' -8

/4

HSS6X6X3/8

COMPOSITE SLAB "A"

1/

4" x.1

CJP

PLATE 1/2" B.S.

SEE D/SS0-101

3/4" THRU BOLTS

PLATE 1/2"

1'-1"

HSS6X6X3/8

1' - 6"

HSS8X4X3/8

1/4" COVER PLATE

1/4

1/2"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

HSS18X6X1/2

HSS8X6X3/8

3" ROOF DECK

x.1

CJP

HSS6X6X3/8

PLATE 1/2" B.S.

SEE D/SS0-101

3/4" THRU BOLTS

PLATE 1/2"

1'-6"

HSS8X4X3/8

1/4" COVER PLATE

1/4

1'-1"

HSS6X6X3/8

1/2" 2"4 1/2"

2"

2nd Flr - Building 30

1197' - 6 5/8"

W21X50

HSS18X6X1/2

W12X79

EXIST. COL.

W12X40

EXIST. COL.

COMPOSITE SLAB "A"

EXISTING

FLOOR SLAB

F

1'-8"

W10X49

FACE OF BRICK

EXIST W18X50

1/4"

1"

PLATE 1/2" B.S.

SEE C/SS0-101

CJP

THRU BOLTS

TEFLON PAD

HSS8X4X3/8

(2) 5/8" STIFF. PL. B.S.

3'-8"

1/4" COVER PLATE END

1/4

TYP

10"

EXIST. COL.

HSS18X6X1/23" ROOF DECK

F

HSS8X4X3/8

FACE OF WALL

1'-8" VIF

W10X49

PLATE 1/2" B.S.

SEE C/SS0-101

THRU BOLTS

TEFLON PAD

(2) 5/8" STIFF. PL. B.S.

MAX

1"

1/4

TYP

1/4" COVER PLATE END

& B.S. - AESS (TYP)

10"

CJP

2nd Flr - Building 30

1197' - 6 5/8"

W10X54

NEW POST

HSS18X6X1/2

COMPOSITE SLAB "A"

EXISTING

FLOOR SLAB

W18X50

(EXIST.)

1'-3"

W10X49

HSS4X2X1/4

F

FACE OF BRICK

TEFLON PAD

HSS8X4X3/8

PLATE 1/2" B.S.

SEE C/SS0-101

THRU BOLTS

CJP

1"

W8x31

1" BASE PLATE

SEE CONN. DETAIL

B/S00-101

8"

1/2" STIFF. PL.

1'-8"

1/4

HSS18X6X1/2

W10X54

NEW POST

3" ROOF DECK

F

1'-8"

HSS8X4X3/8

FACE OF BRICK

W10X49 10"

THRU BOLTS

TEFLON PAD

PLATE 1/2" B.S.

SEE C/SS0-101

CJP

(2) 5/8" STIFF. PL. B.S.

1" W8x31

SEE CONN. DETAIL

B/SS0-101

1/4

BOTH SIDES

1/2" END PALTE

HSS6X6X3/8

HSS18X6X1/2

COMPOSITE

SLAB "A"

HSS6X6X3/8

POST

HSS6X6X3/8

HSS8X4X3/8

PLATE 1/2" B.S.

SEE D/SS0-101

THRU BOLTS

2'-3"

1'-1"

1/2" PLATE

COMPOSITE SLAB "A"

1/4

1/4" COVER PLATE

CJP

Interm Elev Lobby - Building 30

1204' - 10 3/4"

HSS6X6X3/8

HSS8X6X3/8

HSS18X6X1/2

3" ROOF DECK

PLATE 1/2" B.S.

SEE D/SS0-101

THRU BOLTS

1/2" PLATE

HSS6X6X3/8 1'-1"

1/4

1/4" CAP PL.-TYP

1/4" CAP PLATE

1/2"

CJP

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

SS3-101

646CA2500.23

JLMB

ELEVATIONS

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

NORTH ELEVATION

3/4" = 1'-0" A

CONNECTION DETAIL "A" NORTH

ELEVATION

3/4" = 1'-0" B

CONNECTION DETAIL "B" NORTH

ELEVATION

3/4" = 1'-0" C

CONNECTION DETAIL "C" NORTH

ELEVATION

3/4" = 1'-0" D

CONNECTION DETAIL "D" NORTH

ELEVATION

3/4" = 1'-0" E

CONNECTION DETAIL "E" SOUTH

ELEVATION

3/4" = 1'-0" F

CONNECTION DETAIL "F" SOUTH

ELEVATION

3/4" = 1'-0" G

CONNECTION DETAIL "G" SOUTH

ELEVATION

3/4" = 1'-0" H

CONNECTION DETAIL "H" SOUTH

ELEVATION

2nd Flr - Building 1

1193' - 1 3/8"

2nd Flr - Building 1

1193' - 1 3/8"

EA

SS1-101

7' - 6"7' - 6"7' - 6 5/8"

2'

/4

HSS8X6X3/8

HSS6X6X3/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

HSS18X6X1/2

HSS18X6X1/2 HSS8X4X3/8

COMPOSITE

SLAB "A"

3"X18 GA.

ROOF DECK

HSS8X4X3/8

HSS4X0.250

(BRACING TYP.)

1' - 10"

HSS8X6X3/8

HSS6X6X3/8

5 1/4"

W10X33

EXIST. COL.

W24X94

W18X60

SS3-102

J

4 3/4"

SS3-102

K

SS3-102

L

SS3-102

M

FINISHED FLOOR

EL. 1194'-3 3/8"

BUILDING 1

FINISHED FLOOR

EL. 1195'-10 1/8"

TOWER

ALL TOWER CONNECTIONS

TO BE WELDED

Interm Elev Lobby - Building 30

1204' - 10 3/4"

2nd Flr - Building 1

1193' - 1 3/8"

2nd Flr - Building 1

1193' - 1 3/8"

EA

SS1-101

2' -8

/4

1'-0"

31'-10 5/8"

32'-10 5/8"

1'-10"

1/

4"

30'-0 5/8"

7'-6" 7'-6" 7'-6" 7'-6 5/8"

HSS18X6X1/2

1/

2"

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

HSS18X6X1/2

HSS8X4X3/8

HSS8X4X3/8

H S

S X

X

/8

HSS6X6X3/8

COMPOSITE

SLAB "A"

3"X18 GA.

ROOF DECK

HSS4X0.250

BRACING-TYP.

HSS4X0.250

BRACING-TYP.

W10X54

NEW POST

CRUCIFORM -SEE SS5-101

HSS8X6X3/8

1' -6

BASE PL. 1"X12"X12"

ON 1" THK. NON-SHRINK

GROUT-(4) 1" DIA. ANCHOR

BOLTS-TYPICAL

SS3-102

N

SS3-102

P

SS3-102

Q

SS3-102

R

FINISHED FLOOR

EL. 1195'-10 1/8"

FINISHED FLOOR

EL. 1194'-3 3/8"

BUILDING 1

W10X39

EXIST. POST

TOWER

ALL TOWER CONNECTIONS

TO BE WELDED

2nd Flr - Building 1

1193' - 1 3/8"

EA

HSS18X6X1/2

W10X33

EXIST COL.

W24X94

COMPOSITE SLAB "A"

W10X54

HSS8X4X3/8

1' - 0"

FACE/WALL

W10X49

PLATE 1/2"

(2) 5/8" STIFF. PL. B.S.

W6X8.5

(NEW -NO COL.CONN.)

THRU BOLTS

1/4" COVER PLATE

EXIST. FLOOR SLAB

TEFLON PAD

ARCHITECTURAL FLOOR

(NEW)

CJP

1"

PLATE 1/2"

NEW/EXIST. SLAB TYP.

9" 1"

1/4

BOTH SIDES

1/4

TYP

10"

DEMO CONCRETE AROUND

COLUMN FOR STIFFENER

PLATE INSTALLATION

Interm Elev Lobby - Building 30

1204' - 10 3/4"

EA

HSS18X6X1/2

EXIST

W18X60

W10X33

EXIST. COL.

3" ROOF DECK

1'-0"

FACE/WALL

W10X49

10"

PLATE 1/2" B.S.

SEE C/SS0-101

(2) 5/8" STIFF. PL. B.S.

THRU BOLTS

W10X54

TEFLON PAD

EXIST. ROOF SLAB

CJP

4"4"

1/2"

1"

1/4

TYP

1/4" COVER PLATE

2nd Flr - Building 1

1193' - 1 3/8"

HSS18X6X1/2

4 3/4" 5 1/4"

HSS6X6X3/8

COMPOSITE SLAB "A"

HSS6X6X3/8

PLATE 1/2" B.S.

SEE D/SS0-100

3/4" THRU BOLTS

PLATE 1/2"

HSS6X6X3/8

1/4" COVER PLATE -

AESS (TYP)

1'-1"

1/4"

CJP

HSS18X6X1/2

HSS8X6X3/8

HSS6X6X3/8

3" ROOF DECK

HSS6X6X3/8

PLATE 1/2" B.S.

SEE D/SS0-100

3/4" THRU BOLTS

PLATE 1/2"

2'-3 1/4"

1/4" COVER PLATE

HSS8X4X3/8

1'-1"

CJP

1/4

2nd Flr - Building 1

1193' - 1 3/8"

/4

HSS6X6X3/8

HSS6X6X3/8

HSS18X6X1/25

1/

4"

COMPOSITE SLAB "A"

POST

1' - 6"

HSS8X4X3/8

HSS6X6X3/8

PLATE 1/2" B.S.

SEE D/SS0-101

THRU BOLTS

1/2" PLATE

1' - 1"

1/4" COVER PLATE

1/4

CJP

HSS18X6X1/2

HSS6X6X3/8

HSS8X6X3/8

3" ROOF DECK

PLATE 1/2" B.S.

SEE D/SS0-101

THRU BOLTS

1/2" PLATE

1'-6"

1'-1"

HSS6X6X3/8

HSS8X4X3/8

1/4" COVER PLATE

CJP

1/4

2nd Flr - Building 1

1193' - 1 3/8"

EA

3/

4"

1/ 4"

HSS18X6X1/2

W10X54

NEW POST

HSS8X4X3/8

HSS5X5X3/8

W10X49

W10X39

EXIST. COL.

PLATE 1/2"

W/ TEFLON PAD B.S.

THRU BOLTS

TEFLON PAD

W10X54

W6X8.5

(NEW-NO COL. CONN.)

(NEW)

(2) 5/8" STIFF. PL. BOTH SIDES

CJP

1"

1/4" COVER PLATE

PLATE 1/2"

TYP. NEW/EXIST. SLAB

1/4

BOTH SIDES

L3X3X1/4 AS REQ'D

TO SUPPORT SLAB-WELD TO POST

FINISHED FLOOR

EL. 1194'-3 3/8"

10"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

EA

HSS18X6X1/2

W10X54

NEW POST

3" ROOF DECK

W10X49

PLATE 1/2" B.S.

SEE C/SS0-101

1'-0"

THRU BOLTS W10X54

EXIST W10X22

TEFLON PAD

(2) 5/8" STIFF. PL. B.S.

EXIST. ROOF SLAB

CJP

1"

PLATE 1/2"-CONT.

TRIM AT HSS 18

1/4

TYP

10"

1/4" COVER PLATE

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

SS3-102

646CA2500.23

JLMB

ELEVATIONS

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0"

EAST ELEVATION/SECTION

1/4" = 1'-0"

WEST ELEVATION/SECTION

3/4" = 1'-0" J

CONNECTION DETAIL "J"-EAST

ELEVATION

3/4" = 1'-0" K

CONNECTION DETAIL "K"-EAST

ELEVATION

3/4" = 1'-0" L

CONNECTION DETAIL "L"-EAST

ELEVATION

3/4" = 1'-0" M

CONNECTION DETAIL "M"-EAST

ELEVATION

3/4" = 1'-0" N

CONNECTION DETAIL "N"-WEST

ELEVATION

3/4" = 1'-0" P

CONNECTION DETAIL "P"-WEST

ELEVATION

3/4" = 1'-0" Q

CONNECTION DETAIL "Q"-WEST

ELEVATION

3/4" = 1'-0" R

CONNECTION DETAIL "R"- WEST

ELEVATION

6.5 x.1

6.1

12.8

8'

/4

SS5-101

8'-7 1/4"

60" DIA. FOUNDATION PIER

@ 25'-0" DEEP

CONCRETE PIER

36" X 36"

4'-3 5/8" 4'-3 5/8"

4' -3

/8

4' -3

/8

.0

3'

- 0

" 3' - 0"

.6

.3

6.5 x.1

6.1

12.8

SS5-101

2'

- 0

5'

- 8

2' - 0"

6' - 5"

5' - 11 7/8"

5'

- 1

0 1 /2"

90.00°

.0

8'-7 1/4"

8'

/4

36" X 36"

CONCRETE PIER

HSS6X6X3/8

(TYPICAL)4

.3

.6

SLOPE TOP OF PIER CORNERS

TYPICAL

SS5-101

3' -0

3'-0"

#4 HAIRPINS W/ ALTERNATE

90°& 135° HOOKS

#4 TIES @ 16" O.C.

12 - #11 VERTICAL

ALL CORNERS TO BE

CHAMFERED-TYPICAL

V A

R

IE

S

2'-0"

#4 STIRRUPS @ 12" O.C.

5 -#6 TWO ROWS

TOP & BOTT.

ALL CORNERS TO BE

CHAMFERED-TYPICAL

Ground Floor - Building 30

1162' - 10 5/8"

2nd Flr - Building 1

1193' - 1 3/8"

Grd Floor

1163' - 6 5/8"

Mech. Rm. Floor

1160' - 0"

Basement - Building

1155' - 9 1/4"

2'

8"

1'

/4

36" X 36"

VARIES-SEE PLAN VARIES-SEE PLAN

8' -6

M

IN

3 SPA @ 4" 3 SPA @ 4"

5 -#6 TWO ROWS T & B

STD HOOK EACH END

TOP BARS

#4 STIRRUPS

@ 12" O.C.

#4

O .C

8' -6

C

O N

F

IN

E M

E N

T H

O O

P S

O

.C

8' -6

C

O N

F

IN

E M

E N

T H

O O

P S

12 -#11 VERT.

60" DIA.

@ 25'-0" DEEP

FULLY DEVELOP 12 -#11 PIER REBAR

INTO FOUNDATION PIER.

#4 TIES @ 16" O.C.

9 -#11 VERT.

#4 TIES @ 18" O.C.

E M

B E

D

1' -6

HSS6X6X3/8HSS6X6X3/8

PIER

FOUNDATION

PIER

BEAMBEAM

2' -1

5/

8" 4'

-2

/4

SLOPE TOP OF FOUNDATION

180 DEGREE

HOOK TYP

B/SS5-101

C /S

S -1

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

SS5-101

646CA2500.23

JLMB

CRUCIFORM PLAN &

DETAILS

VAPHS UNIVERSITY DRIVE

1 & 30

1/2" = 1'-0"

CRUCIFORM FOUNDATION PLAN

1/2" = 1'-0"

CRUCIFORM PLAN AT TOP

3/4" = 1'-0" B

PIER DETAIL

3/4" = 1'-0" C

BEAM DETAIL

TOP OF CAISSON EL. 1162'-10 5/8"

1/2" = 1'-0"

CRUCIFORM SECTION

3.4

FE E.6DC.6 E.7

x.Gx.G x.J x.L x.N x.4 x.5 x.6 x.7 x.1 x.2 x.14 x.15 x.16 x.17 x.18 x.19 x.20

ROOF BELOW

EXISTING AHU

EXISTING AHU

EXISTING

BUILDING 30

EXISTING

VESTIBULE

EXISTING 2ND

FLOOR ELEVATOR

LOBBY

EXISTING

STAIR

EXISTING

PASSAGE

EXISTING BRIDGE LEVEL

ELEVATOR LOBBY

1204'-10 3/4"

1204'-10 3/4"

1197'-6 5/8"

1197'-6 5/8"

2nd FLOOR

PASSAGE

2nd FLOOR

1197'-6 5/8"

EXISTING MEP SPACE

2nd FLOOR

'-7

/8

EXISTING

BUILDING 1

1193'-1 3/8"

2nd FLOOR

EXISTING MEP SPACE

EXISTING OFFICE SPACE

EXISTING BUILDING 1 AREA W

SHAFT

1193'-1 3/8"

2nd FLOOR

EA

x.Cx.C

1' -0

'-4

/4

1' -0 x.F x.E x.D

'-1

3/

4"

28'-6 3/4" 9'-1 5/8"

9' -2

/8

11'-5 7/8"

'-1

/4

6"

8' -4

/8

MIN.

3'-8"

M

IN

6' -0

14 14

9 9

16 16

17 18

18 21

2222222222 22 22 22 22

AS3-1018

STAFF W

TOILET

2W123

STAFF M

TOILET

2W122

OFFICE

2W146

OFFICE

2W144

RESEARCH

LAB

3A143

RESEARCH

LAB

2W133

COLD ROOM

2W121

TELECOM

2W112

LAB

2W119

STAIR #5

1193'-1 3/8"

2nd…