36C10F19R0003-016.pdf

DNUP

DN

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 FLOOR

AS8-102

DENOTES WALKWAY DEMOLITION

X KEYNOTE

AREA OF FLOOR SLAB DEMOLITION

EXISTING WALLS

DEMOLITION PLAN LEGEND

PORTION OF

DEMOLITION

GENERAL NOTES

1. PATCH FLOORS, WALLS AND CEILING AT REMOVED PARTITIONS TO

MATCH EXISTING ADJACENT FINISHES WHERE NEW FINISHES ARE

SCHEDULED.

2. FILL AND/ OR GRIND FLOORS AT REMOVED PARTITIONS AS

REQUIRED TO PROVIDE SMOOTH TRANSITION, SLOPE NOT TO

EXCEED 1/16" PER FOOT.

3. WHEREVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC. ARE TO BE

REMOVED, SUCH REMOVAL SHALL INCLUDE ALL ANCHORS,

HANGERS, FOUNDATIONS, ETC. AFTER REMOVAL, FLOORS WALLS,

AND CEILINGS SHALL BE FINISHED TO MATCH ADJACENT ADJOINING

SURFACES OR AS INDICATED IN THE ROOM FINISH SCHEDULE.

4. WHERE A NEW DOOR, VIEW WINDOW, MECHANICAL DUCTWORK

PENETRATION OR OPENING IS CUT THROUGH AN EXISTING MASONRY

WALL, PROVIDE A LOOSE LINTEL AS REQUIRED ON THE LOOSE

LINTEL SCHEDULE INDICATED ON THE STRUCTURAL DOCUMENTS.

SEE MECHANICAL DOCUMENTS FOR LOCATIONS AND SIZES OF

DUCTWORK.

5. COORDINATE REMOVALS WITH DEMOLITION DRAWINGS OF OTHER

TRADES. SALVAGED MATERIALS SHALL BE STORED AND

PROTECTED AS DIRECTED BY OWNER OR RELOCATED AS INDICATED

IN THE CONSTRUCTION DOCUMENTS.

6. WHERE THROUGH PENETRATIONS ARE REMOVED, PROVIDE

TEMPORARY FIRE PROTECTION AT PENETRATIONS. PROTECTION

SYSTEM AND MATERIALS TO BE HILTI (FACILITY STANDARD) AND UL

APPROVED FOR USE AT CONDITION.

2nd Flr - Building 30

1197' - 6 5/8"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

FE.7

EXISTING STRUCTURE

TO REMAIN

EXISTING STRUCTURE

TO REMAIN

REMOVE DRYWALL TO FACILIATE

REMOVAL OF COMPOSITE DECK

REMOVE PARTITION

REMOVE PARTITION

REMOVE COMPOSITE DECK

AND STRUCTURE

REMOVE STRUCTURE

REMOVE CEILING,

FIXTURES AND HANGERS

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

AD1-101

646CA2500.23

AuthorChecker

DEMOLITION PLANS AND

DETAILS

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

SECOND FLOOR DEMOLITION PLANS

1/4" = 1'-0"

SECTION AT EXISTING BRIDGE

DEMOLITION KEY NOTES

No. Description

1 REMOVE COMPOSITE METAL DECK AT BRIDGE LEVEL AS SHOWN

2 REMOVE METAL PAN STAIRS, HANDRAILS AND ATTACHMENTS

3 REMOVE WALKWAY SUPPORTS AND STRUCTURE

4 REAR ELEVATOR STOP TO BRIDGE LEVEL TO BE RESTRICTED TO VAMC

ENGINEERING AND STAFF ONLY.MAINTENANCE STAFF

5 REMOVE ACOUSTIC TILE CEILING INCLUDING GRID, TILE, HANGERS AND

SUPPORTS, LIGHT, GRILLES, SPEAKERS, SMOKE DETECTORS, EXPANSION

JOINTS ETC. COORDINATE WITH MECHANICAL/ ELECTRICAL/ PLUMBING FOR

DEVICES TO REMAIN AND FOR THE INSTALLATION OF NEW FIXTURES.

6 DRYWALL ON EXTERIOR WALL TO BE REMOVED AS NEEDED TO DEMOLISH

COMPOSITE DECK WALKWAY

7 REMOVE EXISTING BLOCK / BRICK / CLAY TILE WALL. MAINTAIN HOURLY

RATING OF ADJACENT WALLS.

8 REMOVE PORTION OF EXISTING BRICK AND WALL CONSTRUCTION AT AREA OF

BRIDGE CONNECTION. SALVAGE BRICK FOR REUSE. OPENING TO BE

PROVIDED FOR BRIDGE WALKWAY.

9 REMOVE EXISTING DOOR AND FRAME; SALVAGE AND RETURN TO VAMC.

10 REMOVE EXISTING DOOR AND FRAME; DE-ENERGIZE AND REMOVE

ELECTRICAL WIRES BACK TO PANEL. SALVAGE AND RETURN TO VAMC.

11 REMOVE DRYWALL AND STUD PARTITION, WALL MOUNTED ITEMS.

12 REMOVE FLOORING AND BASE. PREPARE CONCRETE FOR NEW FLOOR

FINISHES.

13 REMOVE EXISTING WINDOW, FRAME, SILL AND WINDOW TREATMENTS.

14 LOCATION OF FUTURE PARTITION

15 REMOVE PLUMBING FIXTURES AND ASSOCIATED ITEMS.

16 CASEWORK AND COUNTER TO BE PARTIALLY REMOVED. REMOVE FULL

CABINETS AND RETURN TO VAMC. REMOVE PORTION OF COUNTER AS

NEEDED.

17 REMOVE CASEWORK, COUNTER AND PLUMBING FIXTURES. RETURN TO VAMC.

18 REMOVE PORTION OF CEILING GRID AND TILE FOR NEW PARTITION .

RELOCATE CEILING FIXTURES - SEE MEP DRAWINGS.

19 REMOVE EXISTING PARAPET AND CAP FROM TOP OF ROOF SLAB FOR NEW

BRIDGE.

20 REMOVE PORTION OF EXISTING WALL FOR NEW BRIDGE. SALVAGE BRICK FOR

REUSE.

21 REMOVE PORTION OF FLOORING AND BASE FOR NEW WALL.

22 REMOVE EXTERIOR WINDOW STOOL AND WINDOW BLINDS. WINDOWS ARE TO

REMAIN.

23 EXISTING BRICK AND WALL CONSTRUCTION FOR NEW LOUVERS; SALVAGE

BRICK FOR REUSE. SEE ELEVATION FOR LOCATION

24 REMOVE EXISTING BRICK AND WALL CONSTRUCTION FOR NEW WINDOW;

SALVAGE BRICK FOR REUSE.

25 POTENTIAL LOCATION FOR ASBESTOS ON BRICK.

P

EXISTING BUILDING 30

EXISTING

BUILDING 1

OPENING LOCATION

@ 2nd FLOOR LEVEL

OF BUILDING 30

OPENING LOCATION

@ 2nd FLOOR LEVEL

OF AREA W

INLET

WATER LINE

APPROXIMATE PIER

LOCATION, SEE

STRUCTURAL

DRAWINGS

45'-2 7/8"

'-0

/8

34'-11 1/2" EXISTING

AREA W

41'-9"

AS0-001

ENGINEERED FILL

#4 NOSING BARS

5'-0"

M

IN

#4 @ 16"

FINISHED GRADE,

SEE CIVIL DWGS

REINFORCED CONCRETE

SLAB

B1

M

IN

.5"

11"

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

AS0-001

646CA2500.23

AuthorChecker

SITE PLAN

VAPHS UNIVERSITY DRIVE

1 & 30

1" = 10'-0"

SITE PLAN

GENERAL NOTES

REFER TO SITE DRAWINGS FOR INFORMATION.

3/4" = 1'-0"

STAIR ON GRADE DETAIL

UP

DN

UP

TOILET

FLOOR PLAN

GENERAL NOTES

1. SEE DRAWING AS8-102 FOR PARTITION TYPES.

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

3.4

F

F

E E.6DC.6 E.7

x.Gx.G x.J

AS3-101

x.L x.N

AS5-102

AS5-102

AS5-103

6.5

AS3-101

AS3-101

x.4 x.5 x.6 x.7 x.11 x.1 x.1 x.2 x.14 x.15 x.16 x.17

AS5-103

x.18 x.19 x.20

AS3-1012

8' -0

8'-0"

8'-8 3/4"

24'-9 3/8" 23'-4"

'-1

/8

6.1

RAMP DN

34'-2"

8'-7 1/4"

R A

M P

D N

'-3

9"

INFILL FLOOR OPENING - SEE

STRUCTURAL DRAWINGS

ROOF BELOW

1197'-6 5/8" +/-

1195'-10 1/8" +/-

LANDING 2

1193'-1 3/8"

2nd FLOOR

AREA W

1197'-6 5/8"

2nd FLOOR

1204'-10 3/4"

BRIDGE LEVEL

1197'-6 5/8"

2nd FLOOR

1197'-6 5/8" +/-

LANDING 1

SECOND FLOOR

BUILDING 30

8' -0

M

IN

EXISTING AREA W

EXISTING

BUILDING 1

EXISTING

BUILDING 30

AS3-101

9' -0

'-0

'-0

'-0

10"

34'-11 1/2"1'-8"

'-8

/8

'-1

/4

EA

x.Cx.C

'-4

/4

AS3-101

1' -0

10"

12.8

8' -7

/4

1:20

1:

AS5-102

AS1-101

AS5-101

x.F x.E x.D

8' -0

M

IN

6' -0

"4' -0

1194'-3 3/8"

LANDING 3

AS5-102

RAMP DN

1:20

AS5-101

A -0

A-02

A -0

A -0

1 1

1'-0"

HANDRAIL

EXTENSION

1' -0

H A

N D

R A

IL

E

X T

E N

S

IO

N

CONT.

ALUM.

HANDRAIL

AS3-101

1'-0"

HANDRAIL

EXTENSION

BOTH SIDES

ALUM. HANDRAILS AT

34" AFF, BOTH SIDES

A -0

INFILL WINDOW OPENING; MATCH EXISTING

CONSTRUCTION

NEW PARAPET, ROOFING INSULATION,

MEMBRANE, AND FLASHING. REFER TO

SECTION DETAIL.

AS5-101

A-09

AS1-102

ELECTRIC

GA146

TELECOM

2W112

LINEAR

WORK

C2003

EXISTING

ELEVATOR

LOBBY

2A143

CORRIDOR

GA153

EXISTING

VESTIBULE

2A145

EXISTING

ELEVATOR

LOBBY

3A146

MECHANICAL

ROOM

GA155

AS8-101

RESEARCH

LAB

3A143

OFFICE

2W146

MIN.

3'-8"

5' -0

7'-0"

6' -0

AS1-102

5'-0"

5' -0

AS3-1018

STAFF M

TOILET

2W122

STAFF W

TOILET

2W123

OFFICE

2W144

9 9 9

AS8-101

15 1313131313131313

AS8-101

6' -0

4'

-6

6' -0

4'

-6

6' -0

4'

-6

6' -0

4'

-6

6' -0

AS8-101

1197'-6 5/8"

2nd FLOOR

12'-2 1/2"

1'-0"

HANDRAIL

EXTENSION

BOTH SIDES

WD1

WD1

WD1

WD1

WD1

7'-6"

AS0-001

AS9-341

A-15

CORRIDOR

C2W3

CORRIDOR

C2W3

TELEHEALTH

EDUCATION

TRAINING

2W109

TELEHEALTH

EDUCATION

TRAINING

2W110

CORRIDOR

2W113

ELEC

2W106

STAFF

BREAK

2W108

LOCKER

AREA

2W111

SEE DRAWING AS9-341 FOR

CONTINUATION OF PLAN

EXISTING TO REMAIN

NEW CONSTRUCTION

1 KEYNOTE

EXISTING DOOR

NEW DOOR

FLOOR PLAN LEGEND

PATTERN DENOTES RAISED STRUCTURAL

CONCRETE FLOOR PANEL ON MTL FRAMING.

REFER TO FINISH PLAN FOR FLOORING

MATERIAL.

AS5-102

x.1 x.2

AS5-103

EA

12.8

7'-6 3/4"

4 4

8" 8"

7/

8"

1' -0

3"

1' -0

R A

M P

FOAMED INSULATION CORE - HORIZ. METAL

WALL PANELS -INSTALL OVER AIR/VAPOR

BARRIER ON 5/8" GYP. SHEATHING

EXPANSION JOINT

EXTRUDED ALUMINUM

TOOTH-IN BRICK W/ EXISTING.

RECONSTRUCT EXTERIOR WALL

TO MATCH EXISTING

RIGID INSULATION

METAL FRAMING

EXISTING GWB ON MTL. FRAMING

- PATCH & REPAIR AS REQ'D DUE

TO NEW CONSTRUCTION

ALUM

HANDRAIL, TYP.

WALL

EXPANSION

COVER

AS5-102

2" EXPANSION

JOINT COVER

9"

STRUCTURAL CONCRETE PANELS

ON COLD FORM METAL FRAMINGEXISTING WALL

TOOTH-IN BRICK W/ EXISTING.

RECONSTRUCT EXTERIOR WALL

TO MATCH EXISTING

6 3/8"

8'-0"

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

AS1-101

646CA2500.23

AuthorChecker

FLOOR PLANS

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

SECOND FLOOR BRIDGE PLAN

1/2" = 1'-0"

ENLARGED PLAN @ BUILDING 1

PLAN KEY NOTES

Circle Keynote Description

1 NEW 2 HOUR WALL WITH 90 MINUTE DOUBLE EGRESS

DOORS. PROVIDE THRESHOLD.

2 EXPANSION JOINT WITH COVER

3 PAINTED STEEL RAILING AND GUARD RAIL WITH GATE

4 NEW 1 HOUR RATED PARTITION

5 NEW PAINTED DRYWALL COLUMN ENCLOSURE.

6 NEW RETRACTABLE LADDER.

7 NEW EXTERIOR LOUVER ABOVE, SEE ELELVATION

8 COMPOSITE SLAB TO FOLLOW RAMP SLOPES AND LANDINGS

9 FLOOR FINISH TO BE RESTORED TO "LIKE NEW" FINISH

AFTER PARTIAL DEMOLITION

10 NEW 2 HOUR FIRE WALL. CONTINUITY OF STAIRWELL

ENCLOSURE TO REMAIN FROM FLOOR BELOW.

11 ALIGN NEW PARTITION WITH EXISTING PARTITIONS

12 NEW 90 MINUTE DOOR INTO STAIRWELL; PROVIDE

THRESHOLD.

13 PATCH WINDOW OPENING WHERE WINDOW BLINDS AND

STOOL WERE REMOVED

14 RELOCATED FIRE EXTINGUISHER

15 FIRE EXTINGUISHER AND CABINET

16 NEW ALUMINUM WINDOWS

17 NEW 1 HR WALL WITH 45 MINUTE DOOR.

F

F

E.7

1/4"

PER FOOT

TPO MEMBRANE OVER

TAPERED INSULATION

ROOF SYSTEM

AS5-101

MECHANICAL

COURTYARD

BELOW

2'-6" x 3'-0"

ROOF HATCH

SAFETY TIE-BACK SYSTEM W/

CONTINUOUS HORIZONTAL

CABLE ANCHOR - SEE 2/AS1-102

1/4"

PER

FOOT

AS1-102

EXISTING

BUILDING 1

ROOF

EXISTING

WEST WING

ROOF

BELOW

AS5-103

6.5

6.5

AS1-102

x.1 x.2

AS5-103

6.1

AS3-101

EA

AS3-101

12.8

2 INCH EXPANSION

JOINT AND COVER

2 INCH EXPANSION

JOINT AND COVER

RD

RD

EXISTING

BUILDING 30

ROOF

AS5-101

AS5-101

THRU WALL SCUPPER, SEE

DETAIL 8/AS1-102

THRU WALL SCUPPER,

SEE DETAIL 8/AS1-102

PATCH EXISTING ROOF AT NEW MEP

ROOF PENETRATIONS AND WHERE

MEP THRU PENETRATIONS HAVE

BEEN REMOVED

AS8-101

AS0-001

WATER CUT - OFF MASTIC

STAINLESS STEEL CLAMPING RING

TPO NON - REINFORCED MEMBRANE -

FASTENER AND FASTENING PLATE

PROVIDE MIN. 4 AROUND PIER

6" WIDE TPO REINFORCED MEMBRANE

CUT - EDGE SEALANT

METAL ROOF DECK

HSS STEEL BEAM -

SEE STRL.

FLAT STOCK DECK CLOSURE PLATE

STAINLESS STEEL U - BAR

SAFETY ANCHOR

GALVANIZED STEEL PIER -

CLEAN AS REQ'D. - PROVIDE

CONTINUOUS WELD AT

BOTTOM TO STEEL STRUCTURE -

FOLLOW MFR. RECOMMENDATIONS

-PAINTED

TPO REINFORCED MEMBRANE

1/2" COVER BOARD

TAPERED RIGID INSUL. -

INSTALL TIGHT TO PIER

5/8" SHEATHING

NOTE: SEE STRUCTURAL DWGS. FOR

CONDITION AT ROOF STRUCTURE BELOW -

STEEL PIER SHALL ALWAYS BE WELDED

TO PRIMARY STRUCTURAL MEMBER.

VAPOR RETARDER

1 5/8" 1 1/2" TO 2"

8" M

IN

1/ 2"

M

IN

1 1/2" MIN.

1/ 2"

5/ 8"

CONTINUOUS HORIZONTAL CABLE ANCHOR

12.8

TPO ROOFING MEMBRANE ON

1/2" COVER BOARD, TAPERED

RIGID INSUL., VAPOR RETARDER,

& 5/8" SHEATHING

8'-0" AFF

GWB BULKHEAD

ROOF DECK ON

HSS - REFER TO STRUCTURAL

ROOF HATCH

ASSEMBLY

FLASHING

GWB BULKHEAD ON

6" FRAMING - PAINTED

P1

3'-3 5/8"

STL. ANGLE -

PAINTED P1

FLASHING

SPRAY INSULATION ON INTERIOR

PORTION OF ALL HSS - SHEATHING TO

SHEATHING - MIN. 1" THICK

PROVIDE SEALANT AT

ENTIRE PERIMETER OF HSS

AND METAL PANEL

ROOF GUARD

3'-0" 1'-6"

3" 3'

-0

ROOF HATCH &

GUARD

PROVIDE CRICKET AT

HATCH CURB - SEE

ROOF PLAN

8'-0" AFF

GWB CEILING

FLASHING

INTEGRATED COPING &

FLASHING BEYOND

ROOF DECK ON

HSS - REFER TO STRUCTURAL

GWB CEILING

GWB BULKHEAD ON

6" FRAMING - PAINTED

P1

STL. ANGLE -

PAINTED P1

SUSPENDED ACT &

TRACK SYSTEM

TPO ROOFING MEMBRANE ON

1/2" COVER BOARD, TAPERED

RIGID INSUL., VAPOR RETARDER,

& 5/8" SHEATHING

FLASHING

2'-6" 7 1/4"

6.5

AS5-102

AS5-102

4' -1

1 /

4" 4'

-1

1 / 4"

FOAMED-INSULATION CORE -

HORIZONTAL SOFFIT PANELS

PANEL JOINTS, TYP.

ALIGN WITH VERTICAL

JOINTS ON WALL.

ALUM. BATTEN, TYP.

FOAMED-INSULATION CORE -

HORIZONTAL SOFFIT PANELS

PANEL JOINTS, TYP.

STRUCTURAL COLUMN AND

BEAMS, SEE STRUCT. DWGS.

EXPANSION JOINT

EXTRUDED ALUMINUM

EXPANSION JOINT

EXTRUDED ALUMINUM

EXPANSION JOINT

EXTRUDED ALUMINUM

1'-6"EQ.EQ.1'-6"

AS5-101

EXISTING

WEST

WING

EXISTING

BUILDING 30

AS5-101

E

SS0-101

H

SS0-101

AS0-001

Interm Elev Lobby - Building 30

1204' - 10 3/4"

8' -0

ACOUSTIC TILE CEILING AS SCHEDULED

3 5/8" METAL STUD WITH 2 LAYERS

5/8" TYPE 'X' DRYWALL

3 5/8" METAL STUD WITH 2 LAYERS

5/8" TYPE 'X' DRYWALL EACH SIDE

3 5/8" METAL STUD WITH 2 LAYERS

5/8" TYPE 'X' DRYWALL ONE SIDE

EXISTING STRUCTURAL STEEL

EXISTING STRUCTURAL SLAB

EXISTING 2 HOUR RATED PARTITION

EXISTING STRUCTURAL SLAB

Interm Elev Lobby - Building 30

1204' - 10 3/4"

7' -1

0"

7/

8"

DRYWALL

3 5/8" METAL STUD SUPPORTS

NEW RETRACTABLE LADDER

3 5/8" METAL STUD WITH 2 LAYERS

5/8" TYPE 'X' DRYWALL ONE SIDE

EXISTING STRUCTURAL STEEL

EXISTING STRUCTURAL SLAB

EXISTING 2 HOUR RATED PARTITION

EXISTING STRUCTURAL SLAB

NEW DOOR

NEW 6X3X1/4 PAINTED STEEL

ANGLE WITH HILTI COUNTERSUNK

SCREWS AT 12" O.C.

NEW PAINTED RAILING, GUARDRAIL

AND GATE

T.O. COPING

T.O. STEEL

BO. OF ROOF DECK

6" GALV. STL. 16 GA FRAMING AT 16"

O.C.

6" (R-19) BATT INSUL.

AIR/VAPOR BARRIER OVER 5/8"

SHEATHING- SEE SPECS

3" GALV. STL. ROOF DECK

TPO ROOFING MEMBRANE ON 1/2" COVER BOARD,

TAPERED RIGID INSUL., VAPOR RETARDER & 5/8"

SHEATHING

EXTEND TPO MEMBRANE OVER COVER BOARD & TOP

OF WALL FRAMING

5/

8" 8"

3/

8" 1'

-4

1' -6

HSS STEEL BEAM & BRACING

SEE STRUCTURAL DWGS.

FOAMED INSULATION CORE -

HORIZONTAL METAL

WALL PANELS

3 5/8"7 1/8"

3"

1/2"

5/8"

EXTRUDED

COPING

COUNTER FLASHING

BACKER ROD &

SEALANT

NOTE:

NAILERS SHALL BE SECURELY ANCHORED

TO THE DECK AT A MAXIMUM SPACING OF

3'-0" OR OTHERWISE AS REQUIRED TO

RESIST A FORCE OF 175 POUNDS PER

LINEAL FOOT IN ANY DIRECTION

SEALANT

FLASHING FULLY ADHERED

FLASHING STRIP

METAL SCUPPER - FASTENED 4" O.C.

STAGGERED, WITH ACCEPTABLE FASTENERS

FLASHING STRIP

ROOF ASSEMBLY

M

IN

3" MIN. 3" MIN.

10 3/4"

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

AS1-102

646CA2500.23

AuthorChecker

ROOF PLAN, SOFFIT PLAN &

DETAILS

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

BRIDGE ROOF PLAN

1 1/2" = 1'-0"

SAFETY TIE-BACK DETAIL

1" = 1'-0"

SECTION AT ROOF HATCH

1" = 1'-0"

SECTION AT ROOF HATCH

1/8" = 1'-0"

BRIDGE SOFFIT PLAN - UNDERSIDE

3/4" = 1'-0"

SECTION AT ELEVATOR LOBBY WALL

3/4" = 1'-0"

SECTION AT ELEVATOR LOBBY LADDER

1 1/2" = 1'-0"

SCUPPER DETAIL

Ground Floor - Building 30

1162' - 10 5/8"

First Floor

1180' - 2 5/8"

2nd Flr - Building 30

1197' - 6 5/8"

2nd Flr - Building 1

1193' - 1 3/8"

1st Flr - Building 1

1178' - 0"

Grd Floor

1163' - 6 5/8"

Mech. Rm. Floor

1160' - 0"

INTEGRATED WINDOW FRAME

SYSTEM WITH 1" INSULATED

CLEAR GLASS

FOAMED-INSULATION

CORE - HORIZONTAL

METAL WALL PANELS

EXISTING

BUILDING 30

EXISTING

BUILDING 1

@ BUILDING 30

@ BUILDING 30

@ BUILDING 30

EXISTING (MECHANICAL)

ROOF ELEVATION

1163.82'

@ BUILDING 1

@ BUILDING 1

@ BUILDING 1

GL-4

TYP.

EXPANSION JOINT

EXTRUDED ALUM.

'-0

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

4'-4"

WD-2

Ground Floor - Building 30

1162' - 10 5/8"

First Floor

1180' - 2 5/8"

2nd Flr - Building 30

1197' - 6 5/8"

B/O ROOF DECK

1206' - 11 5/8"

2nd Flr - Building 1

1193' - 1 3/8"

1st Flr - Building 1

1178' - 0"

Grd Floor

1163' - 6 5/8"

Mech. Rm. Floor

1160' - 0"

INTEGRATED WINDOW FRAME

SYSTEM W/ 1" INSULATED

CLEAR GLASS

EXISTING BUILDING

FOAMED-INSULATION

CORE - HORIZONTAL

METAL WALL PANELS

EXISTING (MECHANICAL)

ROOF ELEVATION

1163.82'

@ BUILDING 30

@ BUILDING 30

@ BUILDING 30

@ BUILDING 1

@ BUILDING 1

@ BUILDING 1

'-0

GL-4

TYP.

EXPANSION JOINT

EXTRUDED ALUM.

7'-6" 7'-6" 7'-6" 5'-2"

WD-5

Ground Floor - Building 30

1162' - 10 5/8"

First Floor

1180' - 2 5/8"

2nd Flr - Building 30

1197' - 6 5/8"

2nd Flr - Building 1

1193' - 1 3/8"

1st Flr - Building 1

1178' - 0"

Grd Floor

1163' - 6 5/8"

INTEGRATED WINDOW FRAME

SYSTEM W/ 1" INSULATED

CLEAR GLASS

FOAMED-INSULATION

CORE - HORIZONTAL

METAL WALL PANELS

GL-4

TYP.

x.F

AS5-101

NEW PARAPET WALL WITH

COUNTERFLASHING

EXPANSION JOINT

EXTRUDED ALUM.

STRUCTURAL COLUMN.

SEE STRUCT. DWGS.

INFILL WINDOW OPENING

WITH MATERIALS MATCHING

ADJACENT CONSTRUCTION 6

AS5-101

5'-2" 7'-6" 7'-6" 7'-6"

4'-4"

WD-3

Ground Floor - Building 30

1162' - 10 5/8"

First Floor

1180' - 2 5/8"

2nd Flr - Building 30

1197' - 6 5/8" x.G

2nd Flr - Building 1

1193' - 1 3/8"

1st Flr - Building 1

1178' - 0"

Grd Floor

1163' - 6 5/8"

INTEGRATED WINDOW FRAME

SYSTEM W/ 1" INSULATED

CLEAR GLASS

FOAMED-INSULATION

CORE - HORIZONTAL

METAL WALL PANELS

GL-4

TYP.

EA

EXPANSION JOINT

EXTRUDED ALUM.

x.F

AS5-101

/4

7'-6" 7'-6"5'-2" 5'-2"

WD-4

2nd Flr - Building 30

1197' - 6 5/8" 1195'-10 1/8" +/-

LANDING 2

8' -0

"8' -2

1:20 SLOPE 1'-0"1'-0"

AS8-102

Interm Elev Lobby - Building 30

1204' - 10 3/4"

2nd Flr - Building 1

1193' - 1 3/8"

EA

AS5-102

1195'-10 1/8" +/-

LANDING 2

1194'-3 3/8"

LANDING 3

8' -0

8' -2

8' -0

1:20 SLOPE1'-0" 1'-0"

AS8-102

Interm Elev Lobby - Building 30

1204' - 10 3/4"

AS5-102

2nd Flr - Building 1

1193' - 1 3/8" x.4x.1 x.212.8

1194'-3 3/8"

LANDING 3

1:20 SLOPE

1'-0"

1'-0"

AS8-102

AS8-102

AS8-102

First Floor

1180' - 2 5/8"

2nd Flr - Building 30

1197' - 6 5/8"

Landing

1219' - 0 5/8"

345 3.5

B/O ROOF DECK

1206' - 11 5/8"

2nd Flr - Building 1

1193' - 1 3/8"

H.P. ROOF

1219' - 0 3/4"

1st Flr - Building 1

1178' - 0"

11'-4"10'-0"3'-4"10'-0"

'-5

/8

6'

-8

32'-0"5'-4"

3' -4

AS8-101

AS8-101

'-0

2' -8

7'

-4

WD1 WD1 WD1 WD1 WD1

NEW LOUVERNEW LOUVERNEW LOUVER

EXISTING WINDOWS, 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

AS3-101

646CA2500.23

AuthorChecker

EXTERIOR ELEVATIONS &

SECTIONS

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

SOUTH ELEVATION

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

WEST ELEVATION

1/8" = 1'-0"

BRIDGE SECTION 1

1/8" = 1'-0"

BRIDGE SECTION 2

1/8" = 1'-0"

BRIDGE SECTION 3

1/8" = 1'-0"

EAST ELEVATION

T.O. COPING

T.O. STEEL

BOT. OF ROOF DECK

T.O. STEEL

VARIESEL

BRIDGE FLOOR

6.56

NOTE: PROVIDE DIAGONAL @

24" O.C.

TPO ROOFING MEMBRANE ON

1/2" COVER BOARD, TAPERED

RIGID INSUL., VAPOR RETARDER,

& 5/8" SHEATHING; R=30

NOTE: ROOF DRAINS PIPED THROUGH

CEILING SPACE & DRAIN TO LEADER

AT EXISTING BLDG. 30 - SEE PLUMBING DWGS.

1/2" JOINT, TYP.

3/

4"

'-0

/4

1' -4

3/

4" 9'

-5

/8

3/

8"

8'-7 1/4"

AS5-101

AS5-101

AS5-101

AS5-101

FOAMED INSULATION CORE - HORIZONTAL

METAL WALL PANELS (R=20) - INSTALL OVER

AIR/VAPOR BARRIER ON 5/8" GYP. SHEATHING

ON 6" 16 GA. METAL FRAMING WITH BATT

INSULATION (R=19)

8' -2

INTEGRATED WINDOW FRAME

SYSTEM WITH 1" INSULATED

CLEAR GLASS

3 5/8"

3' -0

3'

-0

3' -0

3'

-0

3"

8'-0"

CONCRETE SLAB

ON COMPOSITE

DECK

HSS STL. BEAM &

BRACING- SEE STRL.

1'-6" 3'-4 1/2"

ALUM. BATTEN

1-1/2" DIAM. ALUMINUM HANDRAIL,

WALL MOUNTED.

'-9

/2

2'

-1

/2

3 @ 4" EMPTY TELECOM CONDUIT

CEILING AS SCHEDULED

PLYWOOD BLOCKING AT

HANDRAIL

T.O. STEEL

VARIESEL

BRIDGE FLOOR

6 6.5

6" (R-19) BATT INSUL.

FOAMED INSULATION CORE -

HORIZONTAL METAL WALL

PANELS (R=20) - INSTALL OVER

AIR/VAPOR BARRIER ON 5/8" GYP.

SHEATHING

6" GALV. STL. 16 GA. FRAMING

@ 16" O.C.

CONCRETE SLAB ON

COMPOSITE

FLOOR DECK

OPP. HD.

18"X6" HSS TUBE (PTD.)-

SEE STR'L.

7 1/8" 3 5/8"

5/8" 6 5/8"

POUR STOP

6" (R-19) BATT INSUL.

5/8" GWB ON 6" 16 GA. METAL

FRAMING AT 16" O.C.

FOAMED INSULATION CORE -

HORIZONTAL METAL WALL PANELS (R-20)

- INSTALL OVER AIR/VAPOR BARRIER ON

5/8" GYP. SHEATHING

3"

5/8"

LINOLEUM SHEET W/

8" INTEGRAL BASE

SPRAY APPLIED CELLULOSIC

INSULATION ON INTERIOR PORTION

OF ALL HSS BEAMS - SHEATHING TO

SHEATHING - MIN. 1" THICK

3/

4"

T.O. COPING

T.O. STEEL

BO. OF ROOF DECK

6 6.5

6" GALV. STL. 16 GA FRAMING AT 16"

O.C.

6" (R-19) BATT INSUL.

OPP. HD.

18"X6" HSS TUBE (PTD.)-

SEE STR'L.

AIR/VAPOR BARRIER OVER 5/8"

SHEATHING- SEE SPECS

3" GALV. STL. ROOF DECK

TPO ROOFING MEMBRANE ON 1/2" COVER BOARD,

TAPERED RIGID INSUL., VAPOR RETARDER & 5/8"

SHEATHING; R=30

EXTEND TPO MEMBRANE OVER COVER BOARD & TOP

OF WALL FRAMING

5/

8" 8"

3/

8" 1'

-4

1' -6

HSS STEEL BEAM & BRACING

SEE STRUCTURAL DWGS.

FOAMED INSULATION CORE -

HORIZONTAL METAL

WALL PANELS (R=20)

3"

3 5/8"7 1/8"

3"

1/2"

5/8"

EXTRUDED

COPING

COUNTER FLASHING

BACKER ROD &

SEALANT

6 6.5

INTEGRATED WINDOW

FRAME SYSTEM W/ 1"

INSULATED FROSTED

GLASS

OPP. HD.

FOAMED INSULATION CORE - HORIZONTAL

METAL WALL PANELS (R-20) - INSTALL

OVER AIR/VAPOR BARRIER ON 5/8" GYP.

SHEATHING ON 6" 16 GA. METAL FRAMING

WITH BATT INSULATION (R-19)

3 5/8"7 1/8"

SOLID SURFACE

SILL

SEALANT &

BACKER ROD

6 6.5

OPP. HD.

INTEGRATED WINDOW FRAME

SYSTEM W/ 1" INSULATED

FROSTED GLASS

FOAMED INSULATION CORE -

HORIZONTAL METAL WALL PANELS

(R-20) - INSTALL OVER AIR/VAPOR

BARRIER ON 5/8" GYP. SHEATHING ON

6" 16 GA. METAL FRAMING WITH BATT

INSULATION (R-19)

CEILING TRACK &

TILE.

7 1/8" 3 5/8"

12.8

2"

RECEIVER FLASHING

THROUGH PANEL JOINTS

CONTINUOUS

FLASHING

P.T. BLOCKING

COUNTER FLASHING W/

DRIP AND WIND CLIP

FLASHING ON F.R. SHEATHING ON

MTL. FRAMING W/ BATT INSUL. (R=19)

TPO ROOFING MEMBRANE ON 1/2"

COVER BOARD, TAPERED RIGID

INSULATION; R=30. TIE BACK TO

EXISTING ROOFING MATERIALS.

NEW EXPANSION MATERIAL

SLOPE 1/4" PER 12"

SLOPE

CONTINUOUS COUNTER FLASHING

WITH DRIP AND WIND CLIP

SURFACE MOUNTED

FLASHING W/ SEALANT

MEMBRANE FLASHING WRAP

OVER NEW PARAPET WALL

EXISTING BRICK AND CMU BACK-UP

WALL CONSTRUCTION. REMOVE

BRICK VENEER AS REQ'D FOR NEW

BRIDGE CONSTRUCTION.

P.T. BLOCKING

EXISTING ROOF DECK AND SLAB

BRIDGE

AREA W

EXPANSION JOINT EXTRUDED ALUM.

12.8

CONTINUOUS COUNTER FLASHING

WITH DRIP AND WIND CLIP

WRAP AROUND BUILDING CORNER

BACKEROD AND SEALANT

EXISTING PARAPET

CAST STONE COPING

REMOVE AND REINSTALL

EXISTING BRICK VENEER AS REQ'D

FOR NEW BRIDGE CONSTRUCTION.

BRIDGESLOPE

BACKEROD AND SEALANT

REMOVE AND REINSTALL

EXISTING BRICK VENEER AS REQ'D

FOR NEW BRIDGE CONSTRUCTION.

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

AS5-101

646CA2500.23

AuthorChecker

SECTION & DETAILS

VAPHS UNIVERSITY DRIVE

1 & 30

3/4" = 1'-0"

TYPICAL SECTION THROUGH BRIDGE

1 1/2" = 1'-0"

SOFFIT DETAIL

1 1/2" = 1'-0"

COPING DETAIL

1 1/2" = 1'-0"

WINDOW STOOL DETAIL

1 1/2" = 1'-0"

WINDOW HEAD DETAIL

1 1/2" = 1'-0"

SECTION - DETAIL AT PARAPET 1 @ B#1

1 1/2" = 1'-0"

SECTION - DETAIL AT PARAPET 2 @ B#1

AS5-102

2nd Flr - Building 1

1193' - 1 3/8"

AS5-103

EA

FOAMED INSULATION CORE - HORIZONTAL

METAL WALL PANELS (R=20) - INSTALL

OVER AIR/VAPOR BARRIER ON 5/8" GYP.

SHEATHING ON 6" 16 GA. METAL FRAMING

AT 16" O.C. WITH BATT INSULATION (R=19)

RAMP: CONCRETE SLAB

ON COMPOSITE DECK

LINOLEUM SHEET

FLOORING WITH

INTEGRAL 8" BASE

PAINT (P1)

ACT CEILING

TILE & TRACK GWB BULKHEAD

5/8" GWB ON 3 5/8"

MTL. FRAMING - DIAG.

BRACING AS REQUIRED

(PAINTED)

EXISTING BRICK VENEER &

CMU BACK-UP

FLOOR: STRUCTURAL

CONCRETE PANEL ON COLD

FORM METAL FRAMING, 12" O.C.

HSS & HSS BRACING -

SEE STRUCTURAL

ALUM. WALL

MOUNTED

HANDRAIL

EXPANSION

JOINT COVER

EXPANSION JOINT COVER

EXPANSION JOINT

EXTRUDED ALUM.

EXPANSION

JOINT COVER

1'-0"

REMOVE EXISTING BRICK & COPING

AS REQUIRED FOR NEW FLASHING

INSTALLATION - RE-USE EXISTING BRICK

NEW THROUGH WALL FLASHING

COPING BEYOND

TPO ROOFING MEMBRANE ON 1/2"

COVER BOARD, TAPERED RIGID

INSUL., VAPOR RETARDER & 5/8"

SHEATHING; R=30

AS5-102

AS5-102

AS5-102

1' -3

/8

AS3-101

ROOF DRAIN

NEW GUARDRAIL AND HANDRAIL TO MATCH EXISTING.

REMOVE LAST SECTION OF EXISTING GUARDRAIL AND

HANDRAIL. INSTALL NEW GUARDRAIL AND HANDRAIL

FOLLOWING EXISTING SLOPE AND HEIGHT.

FLOOR: STRUCTURAL

CONCRETE PANEL ON COLD

FORM METAL FRAMING, 12" O.C.

SPRAY FIREPROOFING FOR 2

HOUR RATED FLOOR

SPRAY FIREPROOFING FOR 2

HOUR RATED FLOOR

SS0-101

H

/8

PAINTED STEEL TRIM AT

STRUCTURAL CONCRETE PANEL

5/8" GWB

EXISTING STRUCTURE

BATT INSULATION, R=19

ROOF CONDUCTOR -

REFER TO PLUMBING

DRAWINGS

1/2" / 12" 1/2" / 12"

2nd Flr - Building 30

1197' - 6 5/8"

F

FOAMED INSULATION CORE -

HORIZONTAL METAL WALL PANELS (R=20)

- INSTALL OVER AIR/VAPOR BARRIER ON

5/8" GYP. SHEATHING ON 6" 16 GA. METAL

FRAMING AT 16" O.C. WITH BATT

INSULATION (R=19)

EXISTING BUILDING 30NEW BRIDGE

RAMP: CONCRETE SLAB

ON COMPOSITE DECK

LINOLEUM SHEET

FLOORING WITH

INTEGRAL 8" BASE

PAINT (P1)

ACT CEILING

TILE & TRACK

GWB BULKHEAD

5/8" GWB ON 3 5/8"

MTL. FRAMING - DIAG.

BRACING AS REQUIRED

(PAINTED)

EXISTING BRICK & BACK-UP

PANEL W/ 6" STUD FRAMING

NEW STEEL LINTEL

WITH PLATE

EXISTING BRICK & BACK-

UP PANEL W/ 6" STUD

FRAMING - REMOVE BRICK

AS REQUIRED & SAVE FOR

RE-USE

TPO ROOFING MEMBRANE ON

1/2" COVER BOARD, TAPERED

RIGID INSUL., VAPOR

RETARDER,

& 5/8" SHEATHING; R=30

AS5-103

NEW FLASHING & WEEPS

FLOOR: CONCRETE SLAB

ON COMPOSITE DECK

HSS & HSS BRACING -

SEE STRUCTURAL

HSS & HSS BRACING -

SEE STRUCTURAL

PAINT (P1)

ALUM. WALL

MOUNTED

HANDRAIL

EXPANSION

JOINT COVER

EXPANSION

JOINT COVER

COPING (BEYOND)

EXPANSION JOINT

EXTRUDED ALUM.

EXPANSION

JOINT COVER

FEC

8'

-6

6"

1'-8"

AS5-102

Sim

AS5-102

AS5-102

AS5-102

BATT INSULATION, R=19

2 1/4"2 1/4"

5/8" GWB

CONTINUOUS EXTRUDED

SANTOPRENE GASKET

CONTINUOUS EXTRUDED

ALUMINUM FLUSH CENTER PLATE

MACHINE SCREW 18" 0.C.

CONTINUOUS EXTRUDED

ALUMINUM FRAME

S/S SPRING CLIP 18" 0.C. (MAX)

2" SPACE

3 5/8" METAL FRAMING

CONTINUOUS

SANTOPRENE SEAL

CONTINUOUS ALUMINUM

SURFACE MOUNT FRAME

LINOLEUM2" JT.

1/ 4"

CONTINUOUS ALUMINUM

SUPPORT BAR

CONCRETE SCREW

FABRIC REINFORCED

RUBBER GUTTER

1/

4"

FOAMED INSULATION CORE -

HORIZONTAL METAL WALL PANELS

INSTALL OVER AIR/VAPOR BARRIER ON

5/8" GYP. SHEATHING ON 6" MTL FRAMING

EXPANSION JOINT EXTRUDED ALUMINUM

WEEPS AT 24" O.C.

THROUGH WALL FLASHING

CONTINUOUS ALUMINUM

VARIABLE DEGREE RETAINER

1/

8"2"

CONTINUOUS ALUMINUM

VARIABLE DEGREE PLATE

CONTINUOUS VINYL GASKET

5/8" GYPSUM WALL BOARD

SELF TAPPING SCREW 3/8"

LOCATOR LIP

FOAMED INSULATION CORE PANEL

5/8" GYPSUM WALL BOARD

6" METAL STUD

BRIDGE

EXISTING BUILDING

2 1/2" METAL STUD

EXPANSION JOINT AND COVER

EXPANSION JOINT

EXTRUDED ALUM.

EXISTING

CONSTRUCTION

EA

3"

6" M

IN

INSTALL NEW FLASHING

& WEEPS AT 24" O.C.

CONTINUOUS FLASHING

SLOPE

P.T. BLOCKING

FLASHING W/ DRIP. ALIGN

WITH COPING BEYOND

FLASHING ON F.R. SHEATHING

ON MTL. FRAMING W/ BATT

INSUL. (R=19)

TPO ROOFING MEMBRANE ON 1/2"

COVER BOARD, TAPERED RIGID

INSULATION, VAPOR RETARDER, &

5/8" GYP. SHEATHING; R=30

RE-USE EXISTING BRICK

EXISTING CMU

NEW EXPANSION MATERIAL

3".

2nd Flr - Building 1

1193' - 1 3/8"

NEW GUARDRAIL AND HANDRAIL.

REMOVE LAST SECTION OF EXISTING GUARDRAIL AND

HANDRAIL. INSTALL NEW GUARDRAIL AND HANDRAIL

FOLLOWING EXISTING SLOPE AND HEIGHT.

FLOOR: STRUCTURAL CONCRETE PANEL

ON COLD FORM FORMING, 12" O.C.

FINISH FLOORING RAISED RUBBER TILES.

CUSTOM STEEL STRINGER ON BOTH

SIDES. PAINTED. MECHANICALLY

FASTENED TO EXISTING LANDING.

SLOPE OF PLATE TO FOLLOW EXISTING

STRINGER.

STEEL STAIR TREADS AND RISERS.

FIRST TREAD AND RISER TO ATTACH TO

EXISTING LANDING. SECOND TREAD AND

RISER TO ATTACH TO STRINGER. MATCH

EXISTING NOSING PROFILE.

TYP.

4"

R

IS

E R

R

IS

E R

TREAD

11"

TREAD

11"

F

AS5-102

AS5-103

6.5

6.1

RAMP

1'-0"

1'-0"

EXPANSION JOINT

EXTRUDED ALUMINUM

TOOTH-IN BRICK W/ EXISTING.

RECONSTRUCT EXTERIOR WALL

TO MATCH EXISTING

RIGID INSULATION

5/8" GWB ON 6" METAL FRAMING

W/ BATT INSULATION, R=19

FOAMED INSULATION CORE - HORIZ. METAL

WALL PANELS -INSTALL OVER AIR/VAPOR

BARRIER ON 5/8" GYP. SHEATHING; R=20

ALUM. HANDRAIL

WALL EXPANSION COVER, BOTH SIDES

NEW FIRE EXTINGUISHER

CABINET

7' -4

4"

1'-8 3/8"

1'-8 3/8"

1' -5

/4

3'

-7

/8

.0

0°

95.00°

4"

8' -7

/4

8' -0

EXISTING WALL TOOTH-IN BRICK W/ EXISTING.

RECONSTRUCT EXTERIOR WALL

TO MATCH EXISTING

AS5-102

EXISTING GWB ON MTL. FRAMING

- PATCH & REPAIR AS REQ'D DUE

TO NEW CONSTRUCTION

2'-7 3/4"

1'-1 3/8"

1' -0

/8

HSS18X6

BELOW

HSS18x6 BELOW

BATT INSULATION, R=16

EXISTING INSULATED METAL BACK UP

PANEL WITH INTERGRAL BRICK TIES; R=20

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

AS5-102

646CA2500.23

AuthorChecker

WALL SECTIONS

VAPHS UNIVERSITY DRIVE

1 & 30

3/4" = 1'-0"

SECTION AT EXISTING BUILDING 1

3/4" = 1'-0"

SECTION AT EXISTING BUILDING 30

3" = 1'-0"

DETAIL - CEILING EXPANSION JOINT

3" = 1'-0"

DETAIL - FLOOR EXPANSION JOINT

3" = 1'-0"

DETAIL - WALL EXPANSION JOINT

1 1/2" = 1'-0"

DETAIL - FLASHING AT EXISTING

BUILDINGS

3/4" = 1'-0"

DETAIL - STAIR LANDING

1/2" = 1'-0"

ENLARGED PLAN @ BUILDING 30

2nd Flr - Building 30

1197' - 6 5/8"

EXISTING BRICK

(BLDG. 30)

SEALANT & BACKER

ROD AT PERIMETER OF

STL. TUBE & WALL

PENETRATION

(BEYOND)

66.5

FOAMED INSULATION CORE - HORIZONTAL

METAL WALL PANELS (R=20) - INSTALL OVER

AIR/VAPOR BARRIER ON 5/8" GYP. SHEATHING

ON 6" 16 GA. METAL FRAMING WITH BATT

INSULATION (R=19)

EXTEND FLASHING

(BOTH SIDES)

SEALANT & BACKER

ROD AT PERIMETER OF

STL. TUBE & WALL

PENETRATION

(BEYOND)

REMOVE & REPLACE EXISTING

BRICK AT BUILDING 30 AS

REQUIRED FOR STEEL TRUSS

INSTALLATION & FLASHING

SUSPENDED ACT & TRACK

SYSTEM

INTEGRATED WINDOW FRAME SYSTEM W/ 1"

INSULATED CLEAR GLASS

CONSTRUCTED PARAPET WALL ALONG EXISTING

BUILDING WITH 2" EXPANSION JOINT REFER TO

SECTION.

AS5-101

AS5-101

AS5-102

BULKHEAD BEYOND

"TOOTH-IN" - RE-INSTALL /

RE-USE EXISTING BRICK

AS5-101

AS5-101

STRUCTURAL STEEL

SUPPORT - SEE STRUCTURAL

STRUCTURAL STEEL

SUPPORT - SEE STRUCTURAL

8' -2

8' -0

8'-0"

8" MIN.

TPO ROOFING MEMBRANE ON

1/2" COVER BOARD, TAPERED

RIGID INSUL., VAPOR RETARDER,

& 5/8" SHEATHING; R=30

8" MIN.

5/

8"

5/ 8"1

/4

CROSS STRUCTURAL STEEL

- SEE STRUCTURAL DRAWINGS

CROSS STRUCTURAL STEEL AND

BRACING - SEE STRUCTURAL

DRAWINGS

/8

AS5-102

B/O ROOF DECK

1206' - 11 5/8"

2nd Flr - Building 1

1193' - 1 3/8" x.1x.2

8'-7 1/4"

8'-0"

12.8

8 3/4"

8' -2

7' -6

EXISTING BRICK

(AREA W)

SEALANT & BACKER

ROD AT PERIMETER OF

STL. TUBE & WALL

PENETRATION

(BEYOND)

FOAMED INSULATION CORE - HORIZONTAL

METAL WALL PANELS (R=20) - INSTALL OVER

AIR/VAPOR BARRIER ON 5/8" GYP. SHEATHING

ON 6" 16 GA. METAL FRAMING WITH BATT

INSULATION (R=19)

EXTEND FLASHING

(BOTH SIDES)

SEALANT & BACKER

ROD AT PERIMETER OF

STL. TUBE & WALL

PENETRATION

(BEYOND)

REMOVE & REPLACE EXISTING

BRICK AT BUILDING 1 AS

REQUIRED FOR STEEL TRUSS

INSTALLATION & FLASHING

SUSPENDED ACT & TRACK

SYSTEM

INTEGRATED WINDOW FRAME SYSTEM W/ 1"

INSULATED CLEAR GLASS

BULKHEAD BEYOND

"TOOTH-IN" - RE-INSTALL /

RE-USE EXISTING BRICK

STRUCTURAL STEEL

SUPPORT - SEE STRUCTURAL

STRUCTURAL STEEL

SUPPORT - SEE STRUCTURAL

TPO ROOFING MEMBRANE ON

1/2" COVER BOARD, TAPERED

RIGID INSUL., VAPOR RETARDER,

& 5/8" SHEATHING; R=30

CONSTRUCTED PARAPET WALL ALONG EXISTING

BUILDING WITH 2" EXPANSION JOINT REFER TO

SECTION.

EXISTING STRUCTURAL BEAM

EXISTING WALL

H

SS0-101

/4

CROSS STRUCTURAL STEEL - SEE

STRUCTURAL DRAWINGS

CROSS STRUCTURAL STEEL AND

BRACING - SEE STRUCTURAL

DRAWINGS

/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

AS5-103

646CA2500.23

AuthorChecker

ELEVATION WALL SECTIONS

VAPHS UNIVERSITY DRIVE

1 & 30

3/4" = 1'-0"

SECTION - AT BUILDING 30

3/4" = 1'-0"

SECTION AT WEST WING BUILDING 1

1. CARD READER AND REQUEST TO EXIT - PROVIDED AND

INSTALLED BY VAPHS

2. AUTOMATIC DOOR OPERATOR - REFER TO

SPECIFICATIONS

3. FOR HARDWARE SET DESCRIPTIONS - REFER TO

SPECIFICATIONS SECTION 08 71 00.

4. FIRE RATED GLASS TO BE CLEAR AND COMPLY TO

NFPA18.3.7.9.

5. CR ROUGH-IN ON VESTIBULE SIDE TO REMAIN. ON

BRIDGE SIDE CR ROUGH-IN TO BE DELETED. PROVIDE

PUSH BUTTON FOR AUTO. DOORS.

6. ADD NARROW LIGHTS ON BOTH LEAVES.

7. DOOR AND FRAME ARE EXISTING.

8. HANDS FREE OPERATOR.

Door Notes

CR CARD READER

RTE REQUEST TO EXIT

HM HOLLOW METAL

AL ALUMINUM

TRANS TRANSPARENT FINISH

GL GLAZING

PTD PAINT

FRG FIRE RATED GLASS

WD WOOD

Door Abbreviations

SEE SCHEDULE

PROVIDE CR

SEE SPECS

A C

FRG

FRG - 54"H x 30" W

8" 6"

2' -8

3'

-7

9"

7' -0

3'-0"

B

7' -0

3'-0"

2" 2"

SEE SCHEDULE

S E

E S

C H

E D

U

LE

HM FRAME

PAINTED

SEALANT EACH SIDE (TYP)

REFER TO PARTITION TYPES

HM FRAME

DOUBLE METAL STUD (TYP)

FRAME ANCHORS MIN 3 PER JAMB

HM FRAME

A B

S E

E P

A R

IT

IO

N T

Y P

E

1/ 2"

1/ 2"

2" 5/8"

SEE PARTITION TYPE

1/2" 1/2"

2" 5/

8"

5/

8"

JAMB HEAD

2nd Flr - Building 30

1197' - 6 5/8"

Interm Elev Lobby - Building 30

1204' - 10 3/4"

E.6

AS1-102

PAINTED STEEL RAILING,

GUARDRAIL AND GATE

5'-0"

1' -0

1'

-0

1' -0

6"

RETRACTABLE LADD

(EGRESS ONLY FROM REAR

ELEVATOR LOBBY)

Roof 2

1218' - 6 5/8"

F

STRUCTURAL SUPPORT

FOR STEEL ANGLE

SEE STRUCTURAL

DOCUMENTS

AIR CAVITY

EXISTING INSULATED (R-21) METAL

BACK-UP PANEL WITH

INTEGRAL WALL TIES

@16"OC BOTH DIRECTIONS,

PER SPECS

NEW THRU WALL METAL FLASHING

REUESD FACE BRICK

NEW SYNTHETIC MORTAR STOP

NEW WEEP HOLE

NEW LIPPED BRICK AT LINTEL

NEW LINTEL

6" STEEL STUD

BACK-UP WALL

16 OC, PER

SPECIFICATIONS

5/8" INTERIOR

GYP BOARD

NEW SEALANT

NEW LOUVER SYSTEM

BACKER ROD AND SEALANT AT

PERIMETER OF OPENING

ALUMINUM SILL

FLASHING SET IN A BED

OF SEALANT

SEAL JOINT

PRECAST SILL

WEEP HOLE

THROUGH WALL METAL FLASHING

INSULATED (R-21) METAL

BACK-UP PANEL WITH

INTEGRAL WALL TIES

@16"OC BOTH DIRECTIONS,

PER SPECS

AIR CAVITY

FACE BRICK

5/8" INTERIOR

GYP BOARD

6" METAL

STUD FRAME

SEE SPECS

EXISTING EXTERIOR WALL

'-4

7' -4

/8

PAINTED STEEL RAILING,

GUARDRAIL AND GATE

RETRACTABLE LADDER

(EGRESS ONLY FROM REAR

ELEVATOR LOBBY)

2nd Flr - Building 30

1197' - 6 5/8"

F

NEW PRECAST SILL WITH DRIP EDGE

NEW WEEP HOLE

NEW THRU WALL METAL FLASHING

7 3/4"

NEW ALUMINUM WINDOW

NEW MANUAL BLIND AND SHADE POCKET

NEW PERIMTER EDGE

5/8" INTERIOR DRYWALL

BRACING AND BLOCKING FOR SHADE POCKET

EXISTING EXTERIOR WALL CONSTRUCTION

REUSED EXISTING BRICK

BACKER ROD AND SEALANT

NEW ALUMINUM WINDOW

EXISTING EXTERIOR WALL

CONSTRUCTION AND STRUCTURE

7/

8"

ADAPT INSULATED METAL PANEL FOR

NEW WINDOW

NEW ALUMINUM SILL FLASHING IN

SEALANT BED

6 3/4"

8 3/4"7 1/4"5/8"

BLOCKING

1"

NEW ACOUSTIC TILE CEILING

1'-8"

3 5/8"2 3/8"3"6"5/8"

F

ALUMINUM JAMB TRIM,

MATCH WINDOW FINISH

ROD AND SEALANT

SEALANT BETWEEN

MEMBRANE FLASHING AND

ALUMINUM TRIM

ALUMINUM WINDOW

CONTINOUS BACKER ROD

AND SEALANT ON PERIMETER

OF CURTAINWALL, ON

BOTH SIDES OF OPENING

5/8" GYP BOARD

MEMBRANE FLASHING

EXISTING 4" FACE BRICK

BRICK TIES

MODIFY INSULATED METAL

BACK-UP PANEL

6" METAL STUDS

6X4 HSS STEEL TUBE AT JAMB

PRECAST SILL

SLOPE

3/

4"

1/ 4"

1"

3"

1/2"

2 1/2"

3/

8"

REUSE 4" FACE BRICK

EXISTING EXTERIOR WALL

CONSTRUCTION

R.O.

6'-0"

R .O

7' -4

CLEAR INSULATED GLAZING - GL4

4'-4" 7'-6" 7'-6" 7'-6" 7'-6"

CLEAR INSULATED GLAZING - GL4

5'-2" 7'-6" 7'-6" 7'-6" 4'-4"

CLEAR INSULATED GLAZING

5'-2" 7'-6" 7'-6" 5'-2"

CLEAR INSULATED GLAZING - GL4

7'-6" 7'-6" 7'-6" 5'-2"

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

AS8-101

646CA2500.23

AuthorChecker

DOOR & WINDOW TYPES,

DETAILS, LADDER DETAILS

VAPHS UNIVERSITY DRIVE

1 & 30

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

Door Schedule

Mark Fire

Label Door Type

Door Width Door Height

Door Thickness

Door Material

Door Finish

Glazing Type

Hardware Set No.

Hardware Electrical Security

Frame Type

Frame Width

Frame Height

Frame Material

Frame Finish

Frame Jamb

Frame Head Comments

A-01 90 C 3' - 0" 7' - 0" 0' - 1 3/4" WD/GL CLEAR FRG 2 CR YES 1 3' - 4" 7' - 2" HM PAINT A B 1, 3, 4

A-02 90 Y 6' - 8" 7' - 0" 0' - 1 3/4" WD/GL CLEAR FRG 1 CR, RTE YES 1 7' - 0" 7' - 2" HM PAINT A B 1, 2, 3, 4, 6

A-03 90 C 3' - 0" 7' - 0" 0' - 1 3/4" WD/GL CLEAR FRG 3 1 3' - 4" 7' - 2" HM PAINT A B 3, 4

A-07 0 B 3' - 0" 7' - 0" 0' - 1 3/4" WOOD CLEAR - 6 1 3' - 4" 7' - 2" HM PAINT A B 3

A-08 45 C 3' - 0" 7' - 0" 0' - 1 3/4" WD/GL CLEAR FRG 7 1 3' - 4" 7' - 2" HM PAINT A B 3, 4

A-09 45 U 7' - 4" 7' - 0" 0' - 1 3/4" WD/GL CLEAR FRG 1 CR, RTE YES 1 7' - 8" 7' - 2" HM PAINT A B 1, 2, 3, 4, 5, 6

A-15 90 A 7' - 4" 7' - 0" 0' - 1 3/4" 7' - 8" 7' - 2" 2, 6, 7, 8

1 1/2" = 1'-0"

DOOR DETAILS

1/4" = 1'-0"

ELEVATION - ELEVATOR LOBBY

1 1/2" = 1'-0"

LOUVER AT BRICK WALL

1/4" = 1'-0"

ELEVATION - LADDER

1 1/2" = 1'-0"

WINDOW SILL - PUNCHED OPENING

1 1/2" = 1'-0"

JAMB DETAIL - PUNCHED OPENING

1/4" = 1'-0"

WINDOW TYPES - WD1

1/4" = 1'-0"

WINDOW TYPES - WD2

1/4" = 1'-0"

WINDOW TYPES - WD3

1/4" = 1'-0"

WINDOW TYPES - WD4

1/4" = 1'-0"

WINDOW TYPES - WD5

FIRESTOP SYSTEM

LINE OF FLOOR

STRUCTURE

ABOVE

DEFLECTION

TRACK SYSTEM

2 1/2" MINERAL WOOL OR

GLASS FIBER IN CAVITY

RUNNER TRACK

FIRE SEALANT

FLOOR AS OCCURS

STRUCTURE-SEAL ALL

GAPS BETWEEN RUNNERS

AND STRUCTURE AIR-TIGHT

WITH FIRE-SAFING

2 LAYERS 5/8" TYPE "X" GWB - SCREW

ATTACHED VERTICALLY TO BOTH SIDES

OF 3 5/8" METAL STUDS

LINE OF CEILING - SEE

ROOM FINISH SCHEDULE

FOR MATERIALS AND

HEIGHT

NOTE: ALL PENETRATIONS IN WALL

MUST BE SEALED AIR-TIGHT

LINE OF FLOOR

STRUCTURE

ABOVE

DEFLECTION

TRACK SYSTEM

1 LAYER 5/8" GWB ON 3

5/8" METAL STUDS

EACH SIDE

RUNNER TRACK

FLOOR AS OCCURS

6 1/8" 4 1/4"

3 5/8" STUD PARTITION3 5/8" STUD PARTITION

UL DESIGN NO. U411 2 HOUR FIRE RATING

2 3 4

LINE OF FLOOR

STRUCTURE

ABOVE

DEFLECTION

TRACK SYSTEM

1 LAYER 5/8" GWB

FLOOR AS OCCURS

3 1/8"

2 1/2" STUD PARTITION

2 1/2" METAL STUD FRAMING

RUNNER TRACK

LINE OF FLOOR

STRUCTURE

ABOVE

DEFLECTION

TRACK SYSTEM

1 LAYER 5/8" GWB ON

3-5/8" METAL STUDS

EACH SIDE

RUNNER TRACK

FLOOR AS OCCURS

4 1/4"

3 5/8" STUD PARTITION

UL DESIGN NO. U411 1 HOUR FIRE RATING

FIRESTOP SYSTEM

STRUCTURE-SEAL ALL

GAPS BETWEEN RUNNERS

AND STRUCTURE AIR-TIGHT

WITH FIRE-SAFING

NOTE: ALL PENETRATIONS IN WALL

MUST BE SEALED AIR-TIGHT

FIRE SEALANT

2 1/2" MINERAL WOOL OR

GLASS FIBER IN CAVITY

VARIES

ALUMINUM BRACKET

PER MANUFACTURER.

PROVIDE WOOD

BLOCKING AS REQD.

1-1/2" DIAM. ALUMINUM

HANDRAIL,

DECK MOUNTED.

BLOCKING

1-1/2" DIAM. ALUMINUM

HANDRAIL

PLYWOOD BLOCKING

AT HANDRAIL

ACROVYN COVER

MOUNTING BRACKET

3"

1 1/2" DIAM. ALUMINUM HANDRAIL

SEE 3/AS8-102 FOR FLOOR

MOUNTING PLATE DETAIL

ALUMINUM MOUNTING BRACKET

PER MANUFACTURER

AS8-102

EQ

E Q

1 1/2" DIAM.

ALUMINUM HANDRAIL

AND BASE PLATE

PRE-DRILLED HOLE

3-5/8" MTL. STUD

5/8" GWB

CORNER BEAD, TYP. AT

ALL CORNERS

ACT SYSTEM, TYP.

EDGE MOULDING, TYP.

TO DECK ABOVE

SEE RCP

3-5/8" MTL. STUD

5/8" GWB

CORNER BEAD, TYP. AT

ALL CORNERS

ACT SYSTEM

SEE RCP

7'-2"

9 3/4"

EDGE MOLDING

EXISTING EXTERIOR WALL

EXISTING WINDOW

RAIN WATER CONDUCTION -

REFER TO PLUMBING DRAWINGS

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

AS8-102

646CA2500.23

AuthorChecker

PARTITION TYPES, RAILING

DETAILS, CEILING DETAILS

VAPHS UNIVERSITY DRIVE

1 & 30

1 1/2" = 1'-0"

WALL TYPES

1 1/2" = 1'-0"

HANDRAIL

1 1/2" = 1'-0"

HANDRAIL AND CRASH RAIL

1/4" = 1'-0"

RAILING

1 1/2" = 1'-0"

HANDRAIL MOUNTING PLATE

1 1/2" = 1'-0"

BULKHEAD AT CORRIDOR

1 1/2" = 1'-0"

BULKHEAD AT WINDOW

Reflected Ceiling Legend

LAY IN ACOUSTICAL TILE CEILING PANELS

GYPSUM BOARD CEILING PANELS

Reflected Ceiling Notes

1. CEILING HEIGHTS ARE SHOWN TO BOTTOM OF

GRID SYSTEM OR GWB ABOVE FINISH FLOOR.

2. CEILING GRIDS ARE TO BE CENTERED IN ROOM

OR DEFINED BY BOUNDARY LINES UNLESS NOTED

OR DIMENSIONED OTHERWISE.

3. DOOR EXIT SIGNS SHALL BE LOCATED 1'-0" CLEAR

FROM DOOR TO WHICH EGRESS IS INDICATED.

4. CENTER SPRINKLER HEADS IN CEILING TILE UNLESS

OTHERWISE NOTED.

5. REFER TO FINISH PLAN FOR PAINT DESIGNATION.

6. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS

AND SPECS FOR FIXTURE LOCATIONS AND OTHER

INFORMATION.

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

FE E.6 E.7

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

AS5-102

AS5-102

AS5-103

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

AS5-103

x.18 x.19 x.20

6.1

9' - 0"

ACT

9' - 0"

ACT

8' - 6"

GWB

8' - 6"

GWB

8' - 0"

GWB

AS3-101

EA

x.C

AS3-101

12.8

8' - 0"

GWB

x.F x.E x.D

7' - 11"

GWB

REMOVE AND REPLACE CEILING

TILES AND GRID AS NECESSARY

BASED ON NEW PARTITIONS.

MATCH EXISTING GRID AND TILES.

REMOVE AND REPLACE CEILING

TILES AND GRID AS NECESSARY

BASED ON NEW PARTITIONS.

MATCH EXISTING GRID AND TILES.

2'-6" X 3'-0"

ROOF ACCESS HATCH

P2

P2 P2

EXPANSION JOINT

EXPANSION JOINT

P2

P2

P2

AS3-101

P2

AS1-102

AS1-102

15' - 4"

ACT

15' - 3"

GWB

8' - 10"

GWB

EXISTING CEILING TO REMAIN

P2

P2

7' - 11"

GWB

8' - 0"

ACT

ACT CEILING @ 8'-2"; CEILING

SLOPES TO MATCH FLOOR SLOPE

ACT CEILING @ 8'-2"; CEILING

SLOPES TO MATCH FLOOR SLOPE

DRYWALL CEILING @ 8'-0"

AS8-101

AS8-101

NEW SHADE POCKET

NEW SHADE POCKET

NEW SHADE POCKET

NEW SHADE POCKET

NEW SHADE POCKET

AS8-101

NEW CEILING; MATCH EXISTING

CEILING HEIGHT

AS8-102

AS8-102

AS8-102

8'-0"

ACT

7'-2"

GWB

8'-0"

ACT

8'-0"

GWB

8'-0"

GWB

8'-0"

GWB

AS0-001

NORMAL EMERGENCY

LUMINAIRE TYPES

RECESSED/SURFACE/PENDANT

MOUNTED LINEAR FIXTURE

RECESSED/SURFACE MOUNTED ROUND

DOWNLIGHT

SURFACE MOUNTED FIXTURE

CEILING MOUNTED EXIT SIGN - ARROWS

SHOW DIRECTION OF TRAVEL

SPRINKLER HEAD

HVAC - SUPPLY DIFFUSER

HVAC - RETURN

HVAC - RADIANT PANEL

Ceiling Fixture 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 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

AS9-141

646CA2500.23

AuthorChecker

REFLECTED CEILING PLAN

VAPHS UNIVERSITY DRIVE

1 & 30

1/8" = 1'-0"

2nd Flr - Building 30

ACT - ACOUSTICAL CEILING

CG - CORNER GUARD

HR - HANDRAIL [TYPES A & B]

LS - LINOLEUM SHEET

Q - QUARTZ

RB - RUBBER BASE

RT - RUBBER TILE WITH RAISED CIRCLE PATTERN

WR - WELD ROD

GENERAL NOTES:

Room Finish Legend

HM DOORS AND FRAMES TO BE PAINTED COLOR OF ADJACENT WALL.1.

PAINT ALL DRYWALL SURFACES.2.

PAINT ALL METAL RAILINGS AND LADDER P33.

NEW WINDOWSILS TO BE Q1.

ALL GWB CEILINGS TO BE P2.

INSTALL RB1 AT ALL NEW FLOORING.

4.

5.

6.

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 x.F x.E x.D

EXISTING

WEST WING

EXISTING

BUILDING 1

EXISTING

BUILDING 30

EXISTING

ELEVATOR

LOBBY

EXISTING

ELEVATOR

LOBBY

EXISTING

FLOORING TO

REMAIN

LS1

EXISTING

FLOORING TO

REMAIN

EXISTING VESTIBULE

LS1 LS2

LS1

LS1

LS2

LS1

LS2

LS1

LS1

LS1 LS1 LS1 LS1

LS1

EXISTING

FLOORING TO

REMAIN

EXPANSION JOINT

EXPANSION JOINT

P2

P2

P1

P1

CG

CG

CG

CG

CG

CG

P2

P1

P1

P1

P1

P1

HR - TYPE A

HR - TYPE A

P1 P1

RT1

RT1

HEAVY DUTY

ALUM. THRESHOLD

P1 P2 P1

P1

PRIME WALL FOR PAINT - WALL TO

MEET UL DESIGNATION. REPAIR FLOOR

AND PROVIDE SMOOTH TRANSITION.

PRIME & PAINT WALL TO MATCH EXISTING

PRIME & PAINT WALL TO MATCH

EXISTING

PATCH AND REPAIR

EXISTING FLOOR

LS3

LS3

LS3

LS3

LS3

LS2

LS2

LS3

LS2

LS3

LS3

LS3 LS3 LS3

LS2

LS1

LS2

CG

CG

LS2

LS2

P2

P1LS2

CGCG CG

3'-0"3'-0"

3' -0

3'

-0

6'-6"

5' -1

1"

6' -6

CG

1.

HR

HR

HR- TYPE A

HR-

TYPE A

HR- TYPE A

AS8-101

PRIME WALL FOR PAINT - WALL TO

MEET UL DESIGNATION. REPAIR FLOOR

AND PROVIDE SMOOTH TRANSITION.

PRIME WALL FOR PAINT -

WALL TO MEET UL

DESIGNATION. REPAIR

FLOOR AND PROVIDE

SMOOTH TRANSITION.

AS8-102

HR- TYPE B

ELECTRIC

GA146

STAFF M

TOILET

2W122

STAFF W

TOILET

2W123

TELECOM

2W112

OFFICE

2W146

OFFICE

2W144

RESEARCH

LAB

3A143

RESEARCH

LAB

2W133

LAB

2W119

COLD ROOM

2W121

STAIR #5

x.G x.10 x.11x.19 x.20 x.C x.F x.E x.D

STAFF

BREAK

2W111A

TELEHEALTH

EDUCATION

TRAINING

2W124

TELEHEALTH

EDUCATION

TRAINING

2W125

LOCKER

AREA

2W111C

CORRIDOR

C2W3

ELEC

2W106

A-15

DOOR ACTIVATOR

DOOR ACTIVATOR

EXISTING DOOR AND FRAME;

PROVIDE NARROW LIGHTS,

AUTOMATIC DOOR OPERATOR

AND HANDS FREE ACTIVATORS

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…