Attachment 3- Drawings - EMHC - Part 2 of 4.pdf

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

4 5 4 5

4 5

CRAWL SPACE

A-316

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

14151617

A-312

4'-4"

COORDINATE W/ ARCH PLANS AND STRUCT DWGS

34'-6 1/2" VIF

A-311

C O

O R

W

A

R C

H A

N D

S T

R U

C T

D W

G S

/4

6'-3"

8'-2" VIF

A-402

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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.r v t

A-201

EXTERIOR ELEVATIONS

26 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 1/4" = 1'-0"

DEMO ELEVATION FROM LOW SIDE OF STONE VENEER RETAINING WALL

Scale: 1/4" = 1'-0"

DEMO ELEVATION AT STAIR WALL

1 DEMOLISH EXISTING CONCRETE STAIR, RAILS,

SUPPORTING WALLS, AND INFILL. EXISTING

RETAINING WALL FOOTING TO REMAIN.

2 DEMOLISH HANDRAIL, TYPICAL.

3 DEMOLISH EXISTING SIDEWALK, TYPICAL.

4 DEMOLISH TOP OF EXISTING STONE RETAINING

WALL TO EXTENTS SHOWN.

5 REMOVE EXISTING STONE CAP TO EXTENT SHOWN

AND REINSTALL PORTION AS NECCESARY

6 DEMOLISH RAILING, TYPICAL.

7 DEMOLISH EXISTING WINDOW.

8 EXISTING ROOF SLAB AND DECK TO BE REMOVED.

9 DEMOLISH PORTION OF WALL AS DIMENSIONED,

COMPLETE, TO 1'-0" BELOW FIRST FLOOR FFE.

COORDINATE W/ STRUCTURAL DWGS.

10 DEMOLISH EXISTING DOOR SYSTEM. EXISTING

LINTEL TO REMAIN.

11 DEMOLISH PORTION OF CRAWL SPACE SLAB AS

NECESSARY FOR NEW STRUCTURAL FOOTINGS.

SEE PLANS AND COORDINATE WITH STRUCTURAL

DWGS.

12 SAWCUT EXISTING CONCRETE EXTENSION TO BE

FLUSH WITH FACE OF EXISTING EXTERIOR BRICK

WALL. DEMOLITION EXTENTS TO BE 2" FROM

OUTSIDE FACE OF NEW INSULATED METAL PANEL

WALL.

13 DEMOLISH ASPHALT WALKWAY AND CONCRETE

SLAB BELOW.

14 DEMOLISH EXISTING EXTERIOR WALL TO EXTENTS

TO FINISH FLOOR. COORDINATE WITH PLANS,

SECTIONS AND VIF.

DocuSign Envelope ID: B5D2F642-20A9-468E-8580-A187C7F6F37C

SOL # 36C77624R0079 Project # 693-352 Expand Mental Health Clinic Construction-Wilkes-Barre, PA

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

A-302

A-302

A-302

A-302

S.1 S.4

LINE OF ADDITION

A-201

19'-5"

4'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"7'-0" 8"

NEW T.O. STONE RETAINING

WALL

14'-8 1/4"

A-402

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

A-302

A-302

A-302

A-302

S.1 S.4

/2

/2

A-201

4"

NEW T.O. STONE RETAINING

WALL

14'-8 1/4"

A-402

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-202

EXTERIOR ELEVATIONS

27 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

1 NEW OVERFLOW SCUPPERS AND DOWNSPOUTS

WITH NEW PRECAST CONCRETE SPLASH BLOCKS.

2 PART OF NEW MENTAL HEALTH ADDITION WITH 2"

THICK, PREFABRICATED INSULATED METAL PANEL

SYSTEM. BASIS OF DESIGN - CENTRIA FORMAWALL.

3 INSTALL NEW CHAINLINK FENCING FALL

PROTECTION. OFFSET 9" FROM EXISTING

RETAINING WALL, TERMINATE 12'-0" PAST

ADDITION.

4 INSULATED METAL PANEL MANUFACTURER'S

STANDARD END OF PANEL WALL TRIM.

5 EXISTING CONCRETE EYEBROW TO REMAIN.

6 SAWCUT EXISTING CONCRETE EYEBROW 2" AWAY

FROM FACE OF NEW INSULATED METAL PANEL

OUTSIDE FACE OF NEW EGRESS ENCLOSURE.

7 NEW PARAPET COPING AT MENTAL HEALTH

ADDITION.

8 MITERED CORNER, SEAL FRONT EDGE OF COPING

WATERTIGHT.

9 LINE OF APPROXIAMATE EXISTING GRADE.

10 REINSTALLED STONE COPING. METAL FLASHING AT

HORRIZONTAL JOINTS.

Scale: 1/4" = 1'-0"

SOUTH ELEVATION AT NEW MENTAL HEALTH ADDITION

Scale: 1/4" = 1'-0"

SOUTH ELEVATION AT NEW MENTAL HEALTH ADDITION (FENCE HIDDEN)

THIRD FLOOR

24' - 0 3/4"

16.3 15.7

A-312

_____2

A-313

_____ 2

A-311

14.8

V

IF

10'-5" 16'-0" 16'-0" 11'-0"

12'-0" 6'-0" 6'-0" 12'-0" 9'-0"

2C-1 2C-2

A-311

C2

17 18

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

FOURTH FLOOR

35' - 5 1/4"

14151617 15.116.3 15.7 14.615.916.6 14.8

7 8

A-203

C2

C-107

A-402

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-203

EXTERIOR ELEVATIONS

28 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

1 NEW CONDUCTOR AND DOWNSPOUTS, WATER

DISCHARGED ONTO THE NEW MENTAL HEALTH

ADDITION ROOF. COLOR TO MATCH PANELS.

2 2" THICK, PREFABRICATED INSULATED METAL

PANEL SYSTEM, TYPICAL AT EW STAIR EXIT

CORRIDOR ABOVE MENTAL HEALTH ADDITION.

BASIS OF DESIGN - CENTRIA FORMAWALL. COLOR

TO MATCH EXISTING.

3 INSTALL NEW CHAINLINK FENCING FALL

PROTECTION. OFFSET 9" FROM EXISTING

RETAINING WALL, TERMINATE 12'-0" PAST

ADDITION.

4 EXPANSON JOINT TO PARAPET WALL ABOVE AND

OVERLAPPED BY COPING.

5 MENTAL HEALTH ADDITION WITH RUNNING BOND

BRICK VENEER, TYPICAL. COLOR TO MATCH

EXISTING.

6 THROUGH WALL FLASHING AND WEEPS ABOVE

ENTRY DOOR OPENING 24" O.C.

7 THROUGH WALL FLASHING AND WEEPS AT LOWER

WALL 24" O.C.

8 MASONRY CONTROL JOINT, TYP.

9 EXISTING RETAINING WALL AT DRIVEWAY AISLE TO

REMAIN.

10 EXISTING BUILDING BEYOND TO REMAIN.

12 EXTERIOR LIGHT, CENTERED OVER DOOR, MOUNT

AT 9'-0" AFF TO CENTER OF FIXTURE.

13 EXPANSION JOINT, SEE SPECS

14 EXISTING GUARDRAIL TO REMAIN, PROTECT AS

NOTED IN REFERENCE PHOTOS.

15 12"W X 24"D X 6" H PRECAST CONCRETE SPLASH

BLOCK.

16 ROOFING MEMBRANE.

17 START OF METAL PANEL.

18 BUILT UP ROOF CURB.

19 EXISTING BRICK PILASTER TO REMAIN.

20 COW TONGUE, SEE PLUMBING DRAWINGS.

21 COPING TO OVERLAP EXISTING DRIVE AISLE WALL

AND MENTAL HEALTH ADDITION PARAPET WALL.

EXPANSION JOINT ALONG CENTER OF COPING.

22 EXISTING CONCRETE OVERHANG EXTENSION TO

REMAIN.

23 SAWCUT EXSTING CONCRETE EYEBROW 2" AWAY

FROM FACE OF NEW INSULATED METAL PANEL

OUTSIDE FACE OF NEW EGRESS ENCLOSURE.

CAULK 2" GAP.

24 EXISTING CHAINLINK FENCE TO REMAIN.

25 SAWCUT EXISTING CONCRETE FLOOR AT

LIGHTWELL TO INSTALL NEW DRAIN AND DRAIN

LINE. PATCH AND REPAIR WITH NEW CONCRETE.

Scale: 1/4" = 1'-0"

STAIR EXIT CORRIDOR ELEVATION

Scale: 1/4" = 1'-0"

MENTAL HEALTH ADDITION ELEVATION

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

FOURTH FLOOR

35' - 5 1/4"

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

ROOF LEVEL

35' - 5 1/4"

E X

IS

T

IN

G

M E

T A

L P

A N

E L S

Y S

T E

M

M E

T A

L P

A N

E L S

Y S

T E

M

N E

W I

N S

U L

A T

E D

1'-6 1/2" 1'-9"

22 3

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

FOURTH FLOOR

35' - 5 1/4"

M E

T A

L P

A N

E L S

Y S

T E

M

N E

W I

N S

U L

A T

E D

E X

IS

T

IN

G

I N

S U

L A

T E

D M

E T

A L

P A

N E

L S

Y S

T E

M

EQ EQ

DELETE ALL WORK ASSOCIATED WITH THE

NEW SECOND FLOOR POLICE SUITE,

INCLUDING BUT NOT LIMITED TO ALL

ASSOCIATED DEMOLITION AND NEW

CONSTRUCTION.

DEDUCTIVE ALTERNATES:

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-204

EXTERIOR ELEVATIONS

29 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 1/4" = 1'-0"

NORTH ELEVATION AT AHU ENCLOSURE

Scale: 1/4" = 1'-0"

WEST ELEVATION AT AHU ENCLOSURE

1 NEW METAL PANEL WALL BEYOND. MATCH

EXISTING COLOR. BASIS OF DESIGN: CENTRIA,

FORMAWALL SERIES, OR EQUAL COLOR TO

MATCH EXISTING.

2 VERTICAL METAL PANEL REVEALS TO ALIGN WITH

EXISTING REVEALS BELOW, TYPICAL.

3 VERTICAL METAL PANEL REVEALS TO ALIGN WITH

EDGE OF LOUVER.

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

S

A-302

A-302

U.4V.9

A-302

A-302

S.1S.4S.6T.5V.4

CORRIDOR

C-107

OFFICE/

CONSULT

C1-142

STAIR

EXIT

CORRIDOR

2C

A-316

A-313

134 135 136 137 138 139 140

LINE OF GROUT FLUME BEYOND. BETWEEN

EXISTING WALL AND NEW CMU BLOCK.

SLOPE @ 2% TO FLOOR LINE AT EAST WALL

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

GROUND FLOOR

-13' - 10 1/2"

A-302

A-302

U.4

A-302

A-302

V.1S.1 S.4

S.6

T.5

CORRIDOR

C-105

OFFICE/

CONSULT

C1-151

OFFICE/

CONSULT

C1-150

CORRIDOR

C-106

OFFICE/

CONSULT

C1-130

STAIR

TOILET

STAIR

TOWER

EXIT

2E

STAIR

EXIT

CORRIDOR

2C

OFFICE/

CONSULT

C1-144

INFILL EXISTING

WINDOW

INFILL EXISTING

WINDOW

A-601

A-315

A-503

SIM _____

A-503

SIM

V

IF

A-402

/2

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-301

BUILDING SECTIONS AT MENTAL

HEALTH ADDITION

30 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 1/4" = 1'-0"

BUILDING SECTION THROUGH MENTAL HEALTH ADDITION EXIT FACING SOUTH

Scale: 1/4" = 1'-0"

BUILDING SECTION THROUGH LIGHTWELL FACING NORTH

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

GROUND FLOOR

-13' - 10 1/2"

131417

A-301

A-301

15.116.3

A-301

A-301

A-314

1_____ A-314

2 15.7 14.615.9

OFFICE/

CONSULT

C1-142

OFFICE/

CONSULT

C1-143

OFFICE/

CONSULT

C1-144

OFFICE/

CONSULT

C1-145

OFFICE/

CONSULT

C1-146

2C

STAIR EXIT CORRIDOR

C-102

CORRIDOR

16.6

A-312

STOR

C1-141

A-313

_____ 2

A-311

14.8

CRAWL

SPACE

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

GROUND FLOOR

-13' - 10 1/2"

A-301

A-301

15.116.3

A-301

A-301

A-316

5 15.7 14.615.9

CORRIDOR

C-102

CORRIDOR

C-106

CORRIDOR

C-107

OFFICE/

CONSULT

C1-137

16.6

A-315

152142 150 149B

A-312

_____2

A-313

_____ 2

A-311

STORAGE

CG-25

14.8

"1

"4

TURNED UP

ROOFING

MEMBRANE

BEYOND

A-311

A-402

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-302

BUILDING SECTIONS AT MENTAL

HEALTH ADDITION

31 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 1/4" = 1'-0"

BUILDING SECTION THROUGH STAIR EXIT ENCLOSURE FACING WEST

Scale: 1/4" = 1'-0"

BUILDING SECTION THROUGH STONE RETAINING WALL FACING WEST

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

B

A-303

A-303

A-317

4A.2 B.3

AHU

ENCLOSURE

C2-211A

OFFICE

A1-09A

EXAM

A1-08

1'-6"

EXISTING MECHANICAL

ROOM LOUVER TO

REMAIN

EXISTING RIBBON

WINDOW TO REMAIN

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

ABC

A-317

A-317

A-303

A-303

A.2B.3

211A

AHU

ENCLOSURE

C2-211A

EXISTING METAL PANEL

WALL TO REMAIN

EXISTING CONCRETE

OVERHANG BEYOND

OFFICE

A1-09A

EXAM

A1-08

EXAM

A1-07

EXISTING ROOF, ADD SPRAY ON

FIREPROOFING @ DECK BELOW TO

ACHIEVE 2 HR FIRE SEPARATION AT

TAPERED FLOOR.

STEP AT DOORWAY

INTO AHU ENCLOSURE

ROOM

1/4" / 12"

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

10 11 12 13 14

A-303

A-303

_____3

A-303

A-303

A-317

9.3 10.6

AHU

ENCLOSURE

C2-211A

TRAINING

ROOM

C2-211

CONF.

ROOM

A1-10

CONF.

ROOM

A1-09

OFFICE

A1-09A

1'-6"

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-303

BUILDING SECTIONS AT AHU

ENCLOSURE

32 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 1/4" = 1'-0"

TRANSVERSE SECTION AT AHU ENCLOSURE

Scale: 1/4" = 1'-0"

TRANSVERSE SECTION FACING POLICE SUITE

Scale: 1/4" = 1'-0"

LONGITUDINAL SECTION AT AHU ENCLOSURE

1 1

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

A-302

A-302

S.1S.4

STAIR

EXIT

CORRIDOR

2C

STAIR

TOWER

EXIT

2E

OFFICE/

CONSULT

C1-144

STAIR

5/8" GYPSUM WALL BOARD

BATT INSULATION

NEW 6" CMU GLAZED FACE TO

MATCH EXISTING AND TO

ALIGN WITH EDGE OF OPENING

BEYOND

CONCRETE SLAB ON 1 1/2"

METAL DECK, OVER SLOPED

STRUCTURAL STEEL FRAMING

90MIN METAL ROOF DECK ON 2HR

STRUCTURAL STEEL FRAMING, SEE

STRUCUTRAL DRAWINGS,

FIREPROOF AS REQUIRED

EXISTING EXTERIOR WALL

BRICK VENEER TO REMAIN

CEILING AS SCHEDULED

CEILING AS SCHEDULED

NEW GROUT FILLED 4" CMU

BLOCK WALL TO INFILL

EXISTING DOOR OPENING

ALIGN

2 LAYERS OF 5/8", TYPE X,

GYPSUM WALL BOARD

1 1/2" METAL DECK, OVER

SLOPED STRUCTURAL STEEL

FRAMING, WITH SPRAY ON FIRE

PROOFING SEE STRUCT DWGS

CEILING AS

SCHEDULED

FIREPROOFING @ STEEL

FRAMING, TYPICAL

TO STEEL @ G/L S.1

25'-2"

TO STEEL @ G/L S.4

25'-0 1/2"

GYPSUM BULKHEAD

3/4" CONT FIRE SEALANT ALONG

TOP OF FIRE RATED PARTITIONS,

TYPICAL

A-503

EXISTING GLAZED

TILE TO REMAIN

2" EJ COVER, AND 2 HR

FIRE RATED EXPANSION

JOINT ASSEMBLY, BEYOND

TO STEEL TUBE

26'-9 1/2"

EXTEND FIRE PROOFING AS

REQUIRED TO MAINTAIN RATING

OF FIRE RATED PARTITIONS, TYP

2" EJ COVER

SCHEDULED BASE

2 HR FIRE RATED EJ

ASSEMBLY, BEYOND

FIREPROOFING @ STEEL

FRAMING, TYPICAL

CONT VAPOR BARRIER

SEAL PERIMETER OF VAPOR

BARRIER ALONG TOP EDGE OF

NEW SLAB ON GRADE AND EXIST

FOUNDATION WALL, USING TACK

TAPE OR MASTIC

AGGREGATE BASE

SEE STRUCT DWGS

1/2" JOINT FILLER

CONC SLAB ON GRADE

SEE STRUCT DWGS

1/2" BACKER ROD AND SEALANT

2" PERIMETER INSUL

A-503

6" CFMF STUD FRAMING6" CFMF STUD FRAMING

FIREPROOFING @ STEEL

FRAMING, TYPICAL

A-503

CEILING AS SCHEDULED

PREFABRICATED INSULATED METAL

PANEL SYSTEM. BASIS OF DESIGN -

CENTRIA FORMAWALL, 2" THICK,

COLOR TO MATCH EXISTING,

TYPICAL ALL METAL PANEL

LIQUID APPLIED VAPOR RETARDER

R19 THERMAL BATT INSULATION

BASIS OF DESIGN CENTRIA

BRAKE METAL COPING OR

EQUAL, 24 GA.

2 LAYERS OF 5/8" FIBERGLASS FACED,

TYPE X, EXTERIOR SHEATHING

6"X3" TOP TRACK. ATTACH TO

BOTTOM FLANGE OF FIRE

PROOFED STEEL BEAM. PROVIDE

1" GAP BETWEEN TOP OF STUDS

AND TRACK. DO NOT ATTACH

STUDS OR GYPSUM TO TOP TRACK

2 1/2" RUNNER, ATTACH TO TOP

SIDE OF BOTTOM FLANGE OF FIRE

PROOFED STEEL BEAM. ALIGN WITH

FACE OF STUDS BELOW

STEEL TUBE AT TOP OF

PARAPET, SEE STRUCTURAL 90 MIN FIRE RATED EXP JOINT

ASSEMBLY ABOVE NEW

OPENING, OVERLAP TO 90

MIN RATED ROOF ASSEMBLY

AND TO FIRE RATED JOINT

ASSEMBLY BEYOND, TO

ENSURE CONTINUITY OF 2 HR

RATED ENCLOSURE, TYP.

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

S

DEMOLISH WINDOW SYSTEM

DEMOLISH EXISTING

CEILING SYSTEM

SAW CUT EXISTING

CONCRETE EXTENSION TO BE

FLUSH WITH EXTERIOR FACE

OF EXISTING FACADE.

DEMOLITION EXTENTS TO BE

2" FROM OUTSIDE FACE OF

NEW INSULATED METAL

PANEL WALL.

SAW CUT CONCRETE CURB

TO BE FLUSH WITH

SECOND FLOOR AND

PREPARE FOR NEW

FLOORING FINISH

DEMOLISH METAL

COVER

DEMOLISH COMPLETE

METAL CANOPY SYSTEM

EXISTING GLAZED

TILE TO REMAIN

DEMOLISH TILE HEAD

REMOVE MINIMUM TOP (3)

ROWS OF BRICK BELOW

SECOND FLOOR, CLEAN AND

PREPARE FOR NEW WORK

DEMOLISH EXTERIOR LIGHT

DEMOLISH CONCRETE

WALL IN IT'S ENTIRETY TO

1'-0" BELOW FIRST FLOOR

FFE. SEE STRUCTURAL

DWGS

DEMOLISH CONCRETE

SIDEWALKS

DEMOLISH EXISTING

DOOR AND FRAME

DEMOLISH GUARDRAIL

M

IN

IM

U

M

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

S.4S.6

6" CFMF STUD FRAMING

TO STEEL TUBE

26'-8 3/4"

TO STEEL @ G/L S.4

25'-0 1/2"

OFFICE/

CONSULT

C1-143

CEILING AS SCHEDULED

STAIR

EXIT

CORRIDOR

2C

A-503

SCHEDULED BASE

CONT VAPOR BARRIER

AGGREGATE BASE

SEE STRUCT DWGS

CONC SLAB ON GRADE

SEE STRUCT DWGS

A-503

FIREPROOFING @ STEEL

FRAMING, TYPICAL

CEILING AS SCHEDULED

2 LAYERS OF 5/8", TYPE X,

GYPSUM WALL BOARD

PREFABRICATED INSULATED METAL

PANEL SYSTEM. BASIS OF DESIGN -

CENTRIA FORMAWALL, 2" THICK

LIQUID APPLIED VAPOR

RETARDER

R19 THERMAL BATT INSULATION

BASIS OF DESIGN CENTRIA

BRAKE METAL COPING OR EQUAL

2 LAYERS OF 5/8" FIBERGLASS FACED,

TYPE X, EXTERIOR SHEATHING

6"X3" TOP TRACK. ATTACH TO

BOTTOM FLANGE OF FIRE

PROOFED STEEL BEAM. PROVIDE

1" GAP BETWEEN TOP OF STUDS

AND TRACK. DO NOT ATTACH

STUDS OR GYPSUM TO TOP TRACK

2 1/2" RUNNER, ATTACH TO TOP

SIDE OF BOTTOM FLANGE OF FIRE

PROOFED STEEL BEAM. ALIGN WITH

FACE OF STUDS BELOW

MANUFACTURER'S STANDARD

BASE TRIM

/4

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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WALL SECTIONS

33 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 3/4" = 1'-0"

WALL SECTION THROUGH NEW EAST STAIR TOWER EXIT

Scale: 3/4" = 1'-0"

DEMO WALL SECTION AT STAIR TOWER EXIT

Scale: 3/4" = 1'-0"

WALL SECTION THROUGH NEW EAST STAIR TOWER EXIT SCUPPER

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

S

CRAWL SPACE

C O

O R

D W

S

T R

U C

T D

W G

S

DEMOLISH SIDEWALK TOPPING AND

CONCRETE STRUCTURAL FLOOR.

SAWCUT FLUSH W/ EXTERIOR FACE

OF EXISTING BRICK

DEMOLISH TOP PORTION OF

CONCRETE RETAINING WALL TO

FACE OF EXISTING STONE VENEER

WALL BEYOND

DEMOLISH PORTION OF EXISTING

CONCRETE SLAB, SEE PLAN FOR

EXTENTS

EXCAVATE DIRT TO PREPARE FOR

NEW INFILL AND CONCRETE SLAB

BENCH EXCAVATION FOR SAFETY

DEMOLISH STONE CAP

DEMOLISH RAILING

DEMOLISH PORTION OF EXISTING

STONE VENEER WALL BEYOND

DEMOLISH CAST IN PLACE

CONCRETE STAIRS

SAW CUT EXISTING CONCRETE

FLUSH W/ EXTERIOR FACE OF

EXISTING BRICK AND DEMOLISH

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

A-302

A-302

S.1S.4

S.6

A-503

CRAWL SPACE

STAIR

EXIT

CORRIDOR

2C

FAMILY

CONSULT

C1-140

SCUPPER BEYOND

NEW CRAWL SPACE CONCRETE

FLOOR TO ALIGN W/ EXISTING

CONTINUOUS VAPOR BARRIER

TO STEEL @ G/L S.4

25'-0 1/2"

TO STEEL TUBE

26'-9 1/2"

EXISTING STOREFRONT

TO REMAIN PROTECT AS

REQ'D

TO STEEL @ G/L S.1

25'-2"

A-503

SIM

EXISTING BRICK VENEER AND

CMU BACK-UP TO REMAIN

PROTECT AS REQ'D

EXISTING SLOPED CONCRETE

WALL TO REMAIN

SEAL PERIMETER OF VAPOR

BARRIER ALONG TOP EDGE OF

NEW SLAB ON GRADE AND EXIST

FOUNDATION WALL, USING TACK

TAPE OR MASTIC

COMPACTED GRAVEL

SEE STRUCT DWGS

CONC SLAB ON GRADE

SEE STRUCT DWGS

3" PERIMETER INSUL

2'-0" MINIMUM

BELOW FLOOR INSULATION

1/2" JOINT FILLER

1/2" BACKER ROD AND SEALANT

COMPACTED ENGINEERED FILL

90MIN METAL ROOF DECK ON 2HR

STRUCTURAL STEEL FRAMING, SEE

STRUCUTRAL DRAWINGS,

FIREPROOF AS REQUIRED

CEILING AS SCHEDULED

2 LAYERS OF 5/8", TYPE X,

GYPSUM WALL BOARD

FIREPROOFING @ STEEL

FRAMING, TYPICAL

3/4" CONT FIRE SEALANT ALONG

TOP OF FIRE RATED PARTITIONS,

TYPICAL

EXTEND FIRE PROOFING AS

REQUIRED TO MAINTAIN RATING

OF FIRE RATED PARTITIONS, TYP

6" CFMF STUD FRAMING6" CFMF STUD FRAMING

1 1/2" METAL DECK, OVER

SLOPED STRUCTURAL

STEEL FRAMING, WITH

SPRAY ON FIRE PROOFING

SEE STRUCT DWGS

FIREPROOFING @ STEEL

FRAMING, TYPICAL

CONTINUOUS LIQUID APPLIED

VAPOR RETARDER OVERLAP

TO VAPOR BARRIER BELOW

2" RIGID INSUL

GROUT FLUME, SLOPE

SOUTH AT 1/4" PER FOOT.

FULL HEIGHT EXISTING SLOPED

CONCRETE WALL TO REMAIN PLAN

SOUTH OF COLUMN LINE 16.6

8X8X16 CMU BLOCK WALL,

SEE STRUCTURAL

DRAWINGS FOR

REINFORCING

EXISTING CAMPUS-WIDE

JUNCTION BOX (BEYOND) TO

REMAIN. DO NOT MOVE, OR

DAMAGE. PROTECT

THROUGHOUT ALL

CONSTRUCTION PHASES.

CEILING AS SCHEDULED

PREFABRICATED INSULATED METAL

PANEL SYSTEM. BASIS OF DESIGN -

CENTRIA FORMAWALL, 2" THICK,

COLOR TO MATCH EXISTING,

TYPICAL ALL METAL PANEL

LIQUID APPLIED VAPOR RETARDER

R19 THERMAL BATT INSULATION

BASIS OF DESIGN CENTRIA

BRAKE METAL COPING OR

EQUAL, 24 GA.

2 LAYERS OF 5/8" FIBERGLASS FACED,

TYPE X, EXTERIOR SHEATHING

6"X3" TOP TRACK. ATTACH TO

BOTTOM FLANGE OF FIRE

PROOFED STEEL BEAM. PROVIDE

1" GAP BETWEEN TOP OF STUDS

AND TRACK. DO NOT ATTACH

STUDS OR GYPSUM TO TOP TRACK

2 1/2" RUNNER, ATTACH TO TOP

SIDE OF BOTTOM FLANGE OF FIRE

PROOFED STEEL BEAM. ALIGN WITH

FACE OF STUDS BELOW

STEEL TUBE AT TOP OF

PARAPET, SEE STRUCTURAL

A-503

METAL COPING OVER CMU

PARAPET BEYOND

METAL COPING OVER BUILT

UP CURB BEYOND

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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34 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 3/4" = 1'-0"

DEMO WALL SECTION AT CRAWL SPACE

Scale: 3/4" = 1'-0"

WALL SECTION AT CRAWL SPACE

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

A-302

A-302

S.1S.4S.6

NEW 8" CMU BLOCK WALL

ALIGN

CEILING AS SCHEDULED

NEW STEEL COLUMN,

SEE STRUCTURAL DWGS

5/8" GYPSUM WALL BOARD

THERMAL BATT INSULATION

CRAWL

SPACE

TO STEEL @ G/L S.4

25'-0 1/2"

2 HR FIRE RATED

EXP JT ASSEMBLY

STAIR

EXIT

CORRIDOR

2C

A-503

SIM

OFFICE/

CONSULT

C1-142

2 HR RATED WINDOW SYSTEM.

BASIS OF DESIGN, CENTRIA

FORMAVUE HIGH PERFORMANCE

INTEGRATED WINDOW SYSTEM

GWB HEAD, JAMB AND

SILL, TYPICAL

CONCRETE SLAB ON SLOPED

METAL DECK, SEE STRUCTURAL

TO STEEL @ G/L S.1

25'-2"

TO FOOTINGS

SEE STRUCT DWGS

90MIN METAL ROOF DECK ON 2HR

STRUCTURAL STEEL FRAMING, SEE

STRUCUTRAL DRAWINGS,

FIREPROOF AS REQUIRED

CEILING AS SCHEDULED

2 LAYERS OF 5/8", TYPE X,

GYPSUM WALL BOARD

FIREPROOFING @ STEEL

FRAMING, TYPICAL

3/4" CONT FIRE SEALANT ALONG

TOP OF FIRE RATED PARTITIONS,

TYPICAL

EXTEND FIRE PROOFING AS

REQUIRED TO MAINTAIN RATING

OF FIRE RATED PARTITIONS, TYP

6" CFMF STUD FRAMING

1 1/2" METAL DECK, OVER

SLOPED STRUCTURAL STEEL

FRAMING, WITH SPRAY ON FIRE

PROOFING SEE STRUCT DWGS

CEILING AS SCHEDULED

PREFORMED CANT

PREFABRICATED INSULATED METAL

PANEL SYSTEM. BASIS OF DESIGN -

CENTRIA FORMAWALL, 2" THICK,

COLOR TO MATCH EXISTING,

TYPICAL ALL METAL PANEL

3/4" FR/PT PLYWOOD

TERMINATION BAR AND FLASHING

LIQUID APPLIED VAPOR RETARDER

R19 THERMAL BATT INSULATION

BASIS OF DESIGN CENTRIA

BRAKE METAL COPING OR

EQUAL, 24 GA.

2 PLY ADHERED SBS MEMBRANE ON

5/8" GYPSUM COVER BOARD OVER

R-33 POLY-ISO INSULATION

2 LAYERS OF 5/8" FIBERGLASS FACED,

TYPE X, EXTERIOR SHEATHING

6"X3" TOP TRACK. ATTACH TO

BOTTOM FLANGE OF FIRE

PROOFED STEEL BEAM. PROVIDE

1" GAP BETWEEN TOP OF STUDS

AND TRACK. DO NOT ATTACH

STUDS OR GYPSUM TO TOP TRACK

EXTRUDED SILL TRIM

2 1/2" RUNNER, ATTACH TO TOP

SIDE OF BOTTOM FLANGE OF FIRE

PROOFED STEEL BEAM. ALIGN WITH

FACE OF STUDS BELOW

EXTEND SBS ROOFING UP PLYWOOD

PANEL & UNDER SILL TRIM. SECURE

W/ CONTINUOUS TERMINATION BAR

DOWNSPOUT AND SPLASH

BLOCK BEYOND

STEEL TUBE AT TOP OF

PARAPET, SEE STRUCTURAL

11 1/2"

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

A-302

A-302

S.1S.4

STAIR

EXIT

CORRIDOR

2C

CEILING AS SCHEDULED

6" CFMF STUD FRAMING

2 LAYERS 5/8" TYPE X

GYPSUM WALL BOARD

CRAWL

SPACE

A-503

SIM

SLAB ON GRADE TO ALIGN

WITH SECOND FLOOR

ELEVATION AT DOOR AND

EXTEND 5'-0" MIN EAST

FIREPROOF STEEL BEAM

AND ANCHOR TO EXISTING

CONCRETE BEAM /

RETAINING WALL, SEE

STRUCTURAL DRAWINGSINFILL AGGREGATE

BASE AS REQUIRED

EXISTING DRIVE AISLE

TO REMAIN

C2

SCUPPER BEYOND

TO STEEL @ G/L S.4

25'-0 1/2"

TO STEEL TUBE

26'-9 1/2"

DOOR THRESHOLD

BASIS OF DESIGN:

PEMKO 278_FG SERIES

BASIS OF DESIGN CENTRIA

BRAKE METAL COPING OR

EQUAL, 24 GA.

STEEL TUBE, SEE

STRUCTURAL

#4 REBAR DOWELS @ 12" OC,

6" MIN EMBEDDING EACH SIDE

90MIN METAL ROOF DECK ON 2HR

STRUCTURAL STEEL FRAMING, SEE

STRUCUTRAL DRAWINGS,

FIREPROOF AS REQUIRED

FIREPROOFING @ STEEL

FRAMING, TYPICAL

3/4" CONT FIRE SEALANT ALONG

TOP OF FIRE RATED PARTITIONS,

TYPICAL

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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WALL SECTIONS

35 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 3/4" = 1'-0"

WALL SECTION THROUGH CRAWL SPACE

Scale: 3/4" = 1'-0"

WALL SECTION AT STAIR EXIT ENCLOSURE DISCHARGE

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

1415.1 14.6

CEILING AS SCHEDULED

CONCRETE SLAB ON DECK

2 PLY ADHERED SBS

MEMBRANE ON 5/8"

GYPSUM COVER BOARD

OVER MIN R-33 POLY ISO

RIGID INSULATION

90MIN METAL ROOF DECK ON 2HR

STRUCTURAL STEEL FRAMING,

SEE STRUCUTRAL DRAWINGS,

FIREPROOF AS REQUIRED

CEILING AS SCHEDULED

WALL TYPE Ssb3

OFFICE/

CONSULT

C1-144

OFFICE/

CONSULT

C1-145

STAIR

EXIT

CORRIDOR

2C

EXISTING EXTERIOR WALL

STRUCTURE TO REMAIN

5/8" GWB ON 3 5/8" METAL

STUD FRAMING

DUCT CHASE

A-311

FIRE CAULK

14.8 A-503

SIM

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

16.316.6

2" RIGID INSULATION

8" CMU BACKUP

3 5/8" METAL STUD

FRAMING

5/8" GYPSUM WALL

BOARD

THERMAL INSULATION

DAMPPROOFING

NEW CONCRETE

DECK

STAIR

EXIT

CORRIDOR

2C

CEILING AS SCHEDULED

EXISTING CRAWL SPACE

RETAINING WALL TO

REMAIN

EXISTING CAMPUS-WIDE JUNCTION

BOX TO REMAIN. DO NOT MOVE, OR

DAMAGE. PROTECT THROUGHOUT

ALL CONSTRUCTION PHASES.

NEW CONCRETE SLAB

EXISTING CONCRETE SLAB

ON GRADE

A-312

_____2

A-313

CRAWL

SPACE

NEW CONCRETE SLAB.

BACKFILL AND POUR

AGAINST NEW CMU WALL.

A-503

CEILING EXPANSION JOINT,

SEE DETAIL 4/A-504

EXPANSION JOINT COVER

PLATE, SEE DETAIL 7/A-504

STEEL ANGLE, SEE STRUCTURAL

INFILL CONCRETE TO ALIGN

WITH EDGE OF METAL PANEL

AND ADJACENT SLAB

ASPHALT TOPPING PATCH,

SEE A-402

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-314

WALL SECTIONS

36 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 3/4" = 1'-0"

WALL SECTION AT MENTAL HEALTH SUITE ADDITION

Scale: 3/4" = 1'-0"

WALL SECTION THROUGH STAIR EXIT ENCLOSURE EXIT DISCHARGE

SECOND FLOOR

12' - 8 1/4"

GROUND FLOOR

-13' - 10 1/2"

CORRIDOR

C-106

CORRIDOR

EXISTING CONCRETE

STRUCTURE TO REMAIN

EXISTING CONCRETE

STRUCTURE TO REMAIN

BRICK VENEER TO BE

DEMOLISHED FROM

BOTTOM OF EXISTING

WINDOWS TO 8 COURSES

BELOW FIRST FLOOR

DEMO BLOCK WALL,

WINDOW, SILL AND

RADIATOR

EXTERIOR

DEMOLISH EXIST. WINDOW

AND FRAME.

EXISTING RADIATOR AND

SILL TO REMAIN.

EXISTING CEILING - REMOVE

APPROX 2' AWAY FROM EXISTING

WINDOWS TO ALLOW FOR

DEMOLITION. SALVAGE AND RE-

INSTALL TIGHT TO NEW PARTITION.

SAWCUT AND

DEMOLISH EXISTING

CONCRETE RETAINING

WALL T -6" BELOW

FINISH FIRST FLOOR

EXISTING DRAIN TO REMAIN

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

GROUND FLOOR

-13' - 10 1/2"

A-301

A-301

14.6

CORRIDOR

C-106

EXISTING RETAINING WALL

TO REMAIN 10" BELOW FIRST

FLOOR ELEVATION

4" COMPACTED

AGGREGATE FILL

PERIMETER RIGID

INSULATION

VAPOR RETARDER

CONCRETE SLAB, SEE

STRUCTURAL DWGS

CONCRETE SLAB ON

METAL DECK, SEE

STRUCTURAL DWGS

2" EXPANSION JOINT COVER

PLATE, SEE DETAIL 7/A-504

NEW ALUMINUM

FLASHING AND

TERMINATION BAR

SEALANT

EXISTING BRICK

VENEER TO REMAIN

EXISTING WINDOW,

SILL, AND RADIATOR

TO REMAIN

EXISTING CONCRETE

STRUCTURE TO REMAIN

METAL ROOF DECK AND

STEEL FRAMING TO BE

FIREPROOFED WITH

SPRAY-ON INSULATION

NEW STEEL BEAM AND KICKER,

SEE STRUCTURAL DWGS CMU BLOCK INFILL

5/8" GWB ON 3 5/8"

METAL STUD

FRAMING, ALIGN AND

FINISH TO MATCH

EXISTING WALL

THERMAL INSULATION

LIQUID APPLIED

AIR/WATER BARRIER

ALL EXISTING DRAINS IN

LIGHTWELL TO REMAIN

AIR CAVITY

EXISTING LIGHTWELL AT

GROUND FLOOR TO REMAIN

INSTALL SALVAGED

ACT GRID AND TILE

EXISTING RADIATOR

TO REMAIN.

2"

2"

CEILING EXPANSION JOINT,

SEE DETAIL 4/A504

FULLY ADHERED

REINFORCED 60 MIL

TPO MEMBRANE OVER

MECH ATTACHED R-33

POLYISO INSULATION.

1/2" BIT. JOINT

2"

NEW STEEL LINTEL TO

SUPPORT EXIST BRICK

TO REMAIN. SEE STRUCT

DWGS

ALIGN

METAL DECK AND

STEEL FRAMING W/

SPRAY-ON

FIREPROOFING

GRIND, LEVEL, AND

PREPARE FLOOR TO

RECEIVE NEW FINISHES

ALONG EXTERIOR WALL

DEMOLITION

A-503

SIM

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

GROUND FLOOR

-13' - 10 1/2"

VV.1

BRICK VENEER

2" AIR GAP

RIGID INSULATION

8" CMU BACKUP,

SEE STRUCTURAL

DRAWINGS FOR

REINFORCING

3 5/8" METAL STUD FRAMING

5/8" GYPSUM WALL BOARD

CEILING AS SCHEDULED

THERMAL INSULATION

CAVITY DRAINAGE MESH,

32"H

SS FLASHING WITH DRIP

EDGE IN BED OF SEALANT

TERMINATION BAR

WEEPS 24" OC MAX

SELF-ADHERED

FLASHING

DAMPPROOFING

ALUMINUM COPING

PREFORMED CANT

2-PLY APPLIED SBS

MEMBRANE ON 5/8"

GYPSUM COVER

BOARD OVER R-33

POLI-ISO INSULATION

ROOFING MEMBRANE

3/4" FIRE RETARDANT

TREATED PLYWOOD

2X PT FIRE RESISITANT

WOOD BLOCKING

ANCHOR BOLTS @

4'-0" OC

1 1/2" METAL DECK, OVER

SLOPED ON STRUCTURAL

STEEL FRAMING WITH

SPRAY ON FIRE

PROOFING, SEE

STRUCTURAL DWGS

LIQUID APPLIED

VAPOR BARRIER

BRICK TIES @ 24" OC

SCREW

STEEL ANGLE

FIRE CAULK

TO MASONRY WALL

14'-8 1/4"

3 5/8" METAL STUD FRAMING

5/8" GYPSUM WALL BOARD

THERMAL INSULATION

NEW 12" X 36" CONCRETE

FOOTING FLUSH WITH

ADJACENT SLAB

RUN NEW DRAIN LINE

PRIOR TO POURING NEW

FOOTING

(3) #5'S

1'-6 1/2"

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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37 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 3/4" = 1'-0"

DEMO WALL SECTION THROUGH BASEMENT LIGHTWELL

Scale: 3/4" = 1'-0"

WALL SECTION THROUGH BASEMENT LIGHTWELL

Scale: 3/4" = 1'-0"

WALL SECTION AT MENTAL HEALTH ADDITION LIGHTWELL

V.9

BRICK VENEER

2" AIR CAVITY

3" RIGID INSULATION

8" CMU BACKUP

3 5/8" METAL STUD

FRAMING

5/8" GYPSUM WALL

BOARD

CEILING AS SCHEDULED

3 1/2" THERMAL INSUL

LIQUID APPLIED

WATERPROOFING

MEMBRANE

PREFORMED CANT

ROOFING MEMBRANE

3/4" FIRE RETARDANT TREATED

PLYWOOD

ANCHOR BOLTS @ 4'-0" OC

METAL ROOF DECK ON

SLOPED STRUCTURAL

STEEL FRAMING, W/ SPRAY

ON FIRE PROOFING

BRICK TIES @ 16" OC

STEEL LINTEL, PAINT ALL

EXPOSED SURFACES

SEE STRUCTURAL DWGS

SELF-ADHERED

FLASHING W/ END DAMS

WEEP CELLS @ 24" OC

BOND BEAM LINTEL, SEE

STRUCTURAL DWGS

BACKER ROD & SEALANT

CONTINUOUS ON 3 SIDES

OF OPENING

ALUMINUM COPING

2X PT FIRE RESISTANT

WOOD BLOCKING

SCREW

STEEL ANGLE BOLTED

TO BOND BEAM

CONT SEALANT AROUND THRU

WALL PENETRATIONS TYP.

BRICK BEYOND

TYP BOND BEAM

SEE STRUCTURAL

2-PLY APPLIED SBS

MEMBRANE ON 5/8" GYPSUM

COVER BOARD OVER R-33

POLY-ISO INSULATION

TO MASONRY WALL

14'-8 1/4"

STAINLESS STEEL FLASHING

W/ 1/2" DRIP EDGE

TERMINATION BAR AND

CUT MEMBRANE SEALANT

NEW SIDEWALK, SLOPE

AWAY FROM BLDG

1" SLAB EDGE INSULATION

CENTER INDOORWAY

FILL VOID W/ MINERAL WOOL

INSULATION

5/8" GWB OVER PT

BLOCKING

GWB CORNER BEAD

CAVITY MORTAR MESH

32" HIGH, TYPICAL

DOOR THRESHOLD

BASIS OF DESIGN:

PEMKO 278_FG SERIES

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

V.9

BRICK VENEER

2" AIR GAP

RIGID INSULATION

8" CMU BACKUP

3 5/8" METAL STUD FRAMING

5/8" GYPSUM WALL BOARD

CEILING AS SCHEDULED

THERMAL INSULATION

CAVITY DRAINAGE MESH,

32"H

SS FLASHING WITH

DRIP EDGE IN BED

OF SEALANT

TERMINATION BAR

WEEPS 24" OC MAX

SELF-ADHERED

FLASHING

LIQUID APPLIED

WATERPROOFING

MEMBRANE

ALUMINUM COPING

PREFORMED CANT

2-PLY APPLIED SBS

MEMBRANE ON 5/8"

GYPSUM COVER

BOARD OVER R-33

POLY-ISO INSULATION

ROOFING MEMBRANE

3/4" FIRE RETARDANT

TREATED PLYWOOD

2X PT FIRE RESISITANT

WOOD BLOCKING

ANCHOR BOLTS @ 4'-0" OC

METAL ROOF DECK ON

STRUCTURAL STEEL FRAMING,

SEE STRUCTURAL DWGS

LIQUID APPLIED

VAPOR BARRIER

BRICK TIES @ 24" OC

SCREW

STEEL ANGLE

CAULK AROUND THRU

WALL PENETRATIONS TYP.

TO MASONRY WALL

14'-8 1/4"

GRADE TO SLOPE

AWAY FROM

BUILDING

SLAB ON GRADE, SEE

STRUCTURAL

CONCRETE GRADE BEAM,

SEE STRUCTURAL

1'-10 1/2"

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

16.6

2-PLY APPLIED SBS

MEMBRANE ON 5/8" GYPSUM

COVER BOARD OVER R-33

POLY-ISO INSULATION

PREFORMED CANT

3/4" FIRE TREATED PLYWOOD

METAL COPING TO EXTEND

OVER EXISTING RETAINING

WALL, FASTEN CLEAT TO

ADDITION SIDE ONLY FOR

MOVEMENT. BASIS OF DESIGN:

PERMA-TITE EXPANSION JOINT

FT/PT BLOCKING

THERMAL BATT INSULATION

CEILING AS SCHEDULED

5/8" GYPSUM WALL BOARD

3 5/8" METAL STUD FRAMING

TO EXTEND TO UNDERSIDE OF

SLOPING STEEL FRAMING

ABOVE

2" RIGID INSULATION CLOSED

CELL XPS

REINFORCED CMU BLOCK

WALL, SEE STRUCTURAL

EXISTING STONE VENEER

RETAINING WALL TO REMAIN

EXISTING ASPHALT DRIVE

TO REMAIN

NEW 8'-0" HIGH CHAIN LINK

SECURITY FENCE, 9" FROM FACE

OF EXISTING RETAINING WALL AND

TO EXTEND 12'-0" PAST MENTAL

HEALTH ADDITION EAST WALL

PATCH ASPHALT TIGHT

AROUND VERTICAL POST

SET VERTICAL POSTS IN

HOLES, FILL WITH

CONCRETE

8" DIAMETER

AUGER DRILLED

HOLE 3'-0" MIN DEEP

PT WOOD BLOCKING SECURE

TO CONCRETE WITH BOD HILTI

1/2" X 4" CONCRETE SCREWS,

OR EQUAL. STAGGER, 36" O.C

MIN

9 1/2"

90MIN METAL ROOF DECK ON 2HR

STEEL FRAMING. FIREPROOF AS

REQUIRED WITH SPRAY-ON INSULATION

WATER PROOF MEMBRANE

VIF

VARIES

GROUT FLUME, SLOPED

EASTWARD AT 2%

TURN DOWN SLAB, SEE

STRUCTURAL DRAWINGS

HEIGHT OF EXISTING 4"

GROUTED CMU VARIES AT

EXISTING STAIR

PERIMETER INSULATION

CLOSED CELL XPS, TYPICAL

LIQUID APPLIED CONTINUOUS

VAPOR RETARDER, TYPICAL

CONTINUOUS WATER PROOF

MEMBRANE

FIRST FLOOR

0"

14.8

EXISTING CONCRETE

LIGHTWELL RETAINING

WALL TO REMAIN

BRICK VENEER

THRU-WALL SS FLASHING

WITH DRIP EDGE ABOVE

RETAINING WALL

4X8X16 FULLY GROUTED

CMU

CONCRETE GRADE BEAM,

SEE STRUCTURAL

VAPOR BARRIER

2" PERIMETER INSULATION

COMPACTED GRAVEL,

SEE STRUCTURAL

CONCRETE SLAB ON

GRADE, SEE STRUCTURAL

NEW FIELD BRICK, BEYOND

WEEPS 24" OC MAX

9 1/2" 1'-4"

2'-2"

FIRST FLOOR

0"

SECOND FLOOR

12' - 8 1/4"

EXISTING STONE CAP

TO BE REMOVED. SEE PLAN

FOR EXTENTS

REMOVE ASPHALT AS

REQUIRED TO

ACCOMMODATE CHAIN

LINK POST INSTALLATION

PATCH ASPHALT TIGHT

AROUND VERTICAL POST

SET VERTICAL POSTS

IN HOLES, FILL WITH

CONCRETE

8" DIAMETER

AUGER DRILLED

HOLE 3'-0" MIN DEEP

STONE VENEER TO REMAIN

NEW T.O. STONE RETAINING

WALL

14' - 8 1/4"

DEMOLISH/SAWCUT PORTION

OF EXISTING STONE RETAINING

WALL - EXTENTS VARIES

16" GROUTED CMU TO REMAIN

STONE VENEER TO REMAIN

4" GROUTED BLOCK

TO REMAIN

CONCRETE RETAINING WALL

FOOTING TO REMAIN

DEMOLISH CONCRETE

STAIRS AND LANDING

DEMOLISH STAIR

STONE VENEER

DEMOLISH STAIR 12"

GROUTED CMU

HANDRAIL TO BE DEMOLISHED

DEMOLISH GUARDRAIL

WITH HANDRAIL

DEMOLISH PERFORATED

PIPE

REMOVE INFILL

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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WALL SECTIONS

38 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 3/4" = 1'-0"

WALL SECTION AT MENTAL HEALTH ADDITION EXIT

Scale: 3/4" = 1'-0"

WALL SECTION AT MENTAL HEALTH ADDITION

Scale: 3/4" = 1'-0"

WALL SECTION THROUGH STONE RETAINING WALL, TYPICAL

Scale: 3/4" = 1'-0"

WALL SECTION BASE AT LIGHTWELL RETAINING WALL

Scale: 3/4" = 1'-0"

DEMO WALL SECTION THROUGH STONE RETAINING WALL

THIRD FLOOR

24' - 0 3/4"

EXISTING EXTERIOR WALL TO

REMAIN

POLYISO RIGID INSULATION,

MIN R-33

METAL ROOF DECK ON

STRUCTURAL STEEL FRAMING,

SEE STRUCTURAL DWGS.

SPRAY ON FIRE INSULATION SEE

G-003

CEILING AS SCHEDULED

2 PLY SBS ROOFING

2" EXPANSION JOINT

FIRE TREATED AND PRESSURE

TREATED BLOCKING

EXISTING EXTERIOR

FLOOR, STEEL, DECK, AND

CONCRETE TO REMAIN

BATT INSULATION

5/8" GYPSUM BOARD

5/8" FIBER CEMENT BOARD

211A

ROOF SLOPE BEYOND

A-317

SCHEDULED FLOORING

NEW PT FT 3/4"

PLYWOOD, SCREW TO

EXISTING CONCRETE. 12"

O.C. BOTH WAYS

1'-6"

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

EXISTING EXTERIOR WALL

STRUCTURE TO REMAIN

CEILING AS SCHEDULED

EXISTING EXTERIOR FLOOR

STRUCTURE TO REMAIN

THERMAL BATT INSULATION

PROVIDE FLASHING TO

PREVENT WIND DRIVEN

RAIN FROM PENETRATING

THE BASE OF THE WALL.

PREFABRICATED

INSULATED METAL PANEL

SYSTEM. BASIS OF

DESIGN: CENTRIA,

FORMAWALL SERIES, 2"

THICK, TYPICAL

2"

5/8" GYPSUM WALL BOARD

COLUMN BEYOND

EXPANSION JOINT COVER

PLATE, SEE DETAIL 7/A-504

SECOND FLOOR

12' - 8 1/4"

THIRD FLOOR

24' - 0 3/4"

DEMOLISH CEILING

DEMOLISH CHASE

BEYOND

DEMOLISH WINDOWS

DEMOLISH WALL

ASSEMBLY UNDER

WINDOWS

THIRD FLOOR

24' - 0 3/4"

2 PLY SBS ROOF SYSTEM

ON 5/8" GYPSUM COVER

BOARD OVER R-33 POLY-

ISO INSUL

CUT EDGE SEALANT PER

MANUF STANDARD DTLS

ROOFING MEMBRANE FLSHG

EXTEND OVER TOP OF EXP.

JOINT FLANGES AND 6" MIN

OVER MAIN ROOF MEMBRANE

FULLY ADHERED ROOFING

MEMBRANE, OVER TOP OF

MECH FASTENED FT/PT 3/4"

PLYWOOD. EXTEND UNDER

EJ COVER ASSEMBLY AND

TERMINATION BAR

SAWCUT CONTINUOUS REGLET

IN EXISTING MORTAR JOINT,

ALIGN W/ NEW REGLET @

BRICK VENEER WALL BEYOND

2" BELLOWS EXPANSION

JOINT COVER, OVER TOP OF

TAPERED FT PT BLOCKING

CONT TERMINATION BAR.

SECURE W/ SS FASTENERS

@ 8" OC, TYPICAL

SS REGLET FLASHING W/

REMOVABLE COUNTER

FLASHING

STEEL BEAM

SPRAY FIRE

PROOFING

CONT MTL

DECKING SPRAY

FIRE PROOFING

6"

SAWCUT CONTINUOUS

REGLET IN EXISTING BRICK

VENEER WALL BEYOND

CONTINUOUS TERMINATION

BAR. SECURE TO WALL W/ SS

FASTENERS @ 8" OC, TYP.

CONTINUOUS AIR/WATER

RESISTIVE BARRIER

5/8" CEMENT BOARD

ROOFING MEMBRANE

FLSHG EXTEND LOOSELY

ACROSS EJ. FILL JOINT

CAVITY W/ THERMAL INSUL

SLOPED ROOF BEYOND

CONT FT/PT WOOD BLOCKING

THIRD FLOOR

24' - 0 3/4"

B.3

OPAQUE FILM OVER

EXISTING WINDOWS

2 PLY SBS ON 5/8" GYPSUM

COVER BOARD OVER R-33

POLYISO INSULATION

REMOVE METAL PANELS/LOUVERS

TO ALLOW ROOFING INSTALLATION

TO 8" ABOVE NEW ROOF, INSTALL

TERMINATION BAR AND METAL

FLASHING

FT/PT WOOD BLOCKING

SPRAY-ON FIREPROOF

INSULATION

SEE STRUCTURAL

DRAWINGS

AHU

ENCLOSURE

C2-211A

SECOND FLOOR

12' - 8 1/4"

REMOVE EXISTING COPING

REMOVE EXISTING ROOFING

MEMBRANE, PLYWOOD, AND

FURRING HAT CHANNELS, TYP.

REMOVE EXISTING BALLAST,

ROOFING MEMBRANE AND

ROOFING INSULATION DOWN

TO EXIST CONCRETE DECK

E X

IS

T

IN

G

V

IF

SECOND FLOOR

12' - 8 1/4"

A.2

2 1/2x4x5/16 STEEL ANGLE

ALIGN W/ TOP OF EXISTING

2 1/2 METAL STUDS

EXISTING 4" DEEP, GIRT

SUPPORT FRAMING SYSTEM

@ 36" O.C.

EXISTING INSULATED

PANEL TO REMAIN

PROTECT AS REQ'D

NEW INSULATED METAL

PANEL SYSTEM TO MATCH

EXISTING, INCLUDING MANUF,

COLOR, FINISH AND JOINT

SYSTEM. BASIS OF DESIGN

CENTRIA FORMAWALL

5/8" GWB

6" CFMF STUDS

6" BATT INSULATION

6" CFMF STUD RUNNER

5/8" FIBERGLASS FACED

SHEATHING

1/2" SEALANT

2 1/2" AND 4" THERMAL

INSULATION TO FILL CAVITY

EXISTING BRK MTL TRIM

TO REMAIN

NEW VAPOR RETARDER,

EXTEND AND WEEP OUT AT

INTERSECTION W/ EXIST

METAL PANEL

3/4" MIN CEMENTITOUS TOPPING

OVER EXIST CONC ROOF DECK.

FLOOR THICKNESS TO BE 5 1/4" MIN

4 1/2" THICK EXIST CONCRETE

THICKNESS TO BE INCREASED

TO 5 1/4" MIN TO ACHIEVE A 2HR

RATING PER UL D916

EXISTING FIRESTOPPING

INSUL TO BE UPGRADED

TO 2HR RATING AS REQ'D

EXISTING 4 1/2" CONCRETE

ROOF DECK TO REMAIN W/

EXIST 1HR UL RATING PER

UL D916

CEMENTITOUS TOPPING TO

LEVEL FLOOR

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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WALL SECTIONS AND SECTION

DETAILS - AHU ENCLOSURE

39 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

WVS

Scale: 3/4" = 1'-0"

WALL SECTION AT AHUE DOOR ACCESS

Scale: 3/4" = 1'-0"

WALL SECTION AT AHUE WALL RETURN

Scale: 3/4" = 1'-0"

DEMO WALL SECTION THRU STORAGE WINDOWS

Scale: 1 1/2" = 1'-0"

ROOF DETAIL - EXPANSION JOINT AT AHUE

Scale: 1 1/2" = 1'-0"

ROOF CONNECTION DETAIL AT AHU ENCLOSURE

Scale: 1 1/2" = 1'-0"

DEMO WALL SECTION DETAIL ROOF PARAPET AT AHU

ENCLOSURE

Scale: 1 1/2" = 1'-0"

SECTION DETAIL AT AHU ENCLOSURE EXISTING PARAPET

CR

O

BED

STORAGE

C1-23

POLICE

STORAGE

C1-24

MECHANICAL

COURTYARD

C1-115

15.1

O

14.6

O

TR

C1-100A

MECHANICAL

COURTYARD

C1-115

7 7

8 8

9 9

Maa3

Ma3

A

O

TR

C1-100A

MECHANICAL

COURTYARD

C1-115

REMOVE AND INFILL EXISTING

WINDOW

DEMOLISH CEILING FAN

DEMOLISH CEILING SYSTEM

CONTRACTOR TO REMOVE

AND STORE ALL EXISTING

EQUIPMENT PRIOR TO

CONSTRUCTION

D E

M O

W A

L L S

T O

E X

T E

N T

S S

H O

W N

O N

P L A

N

CURVED HEADER TO REMAIN

Engineers Architects

# KEY NOTES:

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE/SMOKE BARRIER

2 HR - FIRE BARRIER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

S S S S

S S

S S

SMOKE RESISTIVE HAZARDOUS AREA

1 HR - FIRE BARRIER

2 HR - FIRE/SMOKE BARRIER

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A-401

ENLARGED TELECOM ROOM C1-100A

PLANS

40 49GTS

EXPAND MENTAL HEALTH

CLINIC

WILKES-BARRE VA MEDICAL CENTER

1111 EAST END BLVD

WILKES-BARRE, PA 18711 FEBRUARY 21, 2024

100% CONSTRUCTION DOCUMENTS

693-35220-083

GTS

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

A

B

A

B

Scale: 1/4" = 1'-0"

BED STORAGE C1-23 DEMO PLAN

Scale: 1/4" = 1'-0"

TELECOM ROOM C1-100A FLOOR PLAN

Scale: 1/4" = 1'-0"

TELECOM ROOM C1-100A REFLECTED CEILING PLAN

A. ALL EXISTING CONDITIONS ARE BASED ON THE

BEST AVAILABLE INFORMATION AT THE TIME OF

THE SURVEY AND VISUAL INSPECTION.

CONTRACTOR SHALL FIELD VERIFY EXISTING

CONDITIONS.

B. ELEMENTS SHOWN WITH LIGHT, GRAY LINES ARE

EXISTING TO REMAIN. ELEMENTS SHOWN WITH

DARK, DASHED LINES ARE EXISTING TO BE

DEMOLISHED. DEMOLITION SHALL INCLUDE, BUT

NOT LIMITED TO, THOSE ELEMENTS SHOWN.

C. ALL WORK SHALL BE COORDINATED BETWEEN

TRADES.

D. ALL WORK SHALL BE COORDINATED WITH THE

COR TO MINIMIZE DISRUPTION OF AREAS

OUTSIDE OF THE PROJECT LIMITS OF WORK.

E. SEE A-111 FOR REFLECTED CEILING PLAN NOTES

AND LEGENDS.

F. SEE SHEET I-001 FOR FINISHES AND SIGNAGE

GENERAL NOTES.

G. TELECOM ROOM TO HAVE CARBON DIOXIDE

EXTINGUISHER WITHIN 75' OF ROOM.

NORTH

0 2 4 8

NORTH

0 2 4 8

NORTH

0 2 4 8

1 EXISTING FURRING TO REMAIN.

2 REMOVE ALL EXISTING WALL SUBSTRATES,

FINISHES AND WALL PROTECTION. EXISTING STUD

OR BLOCK TO REMAIN.

3 DEMOLISH EXISTING ACT CEILING SYSTEM,

INCLUDING ELECTRICAL AND MECHANICAL

FIXTURES.

4 EXISTING MAIN DUCT ABOVE CEILING TO REMAIN.

5 DEMOLISH COMPLETE WINDOW SYSTEM.

6 REMOVE EXISTING FLOOR FINISH AND BASE.

PREPARE TO RECEIVE NEW FLOORING AND

FINISHES AS INDICATED.

1 PROVIDE NEW METAL STUD/FURRING AS

REQUIRED TO THAT ADJOINING GYPSUM WALL

BOARD SURFACES ARE FLUSH.

2 NEW EXTERIOR WINDOW AND FURRING

REQUIRED. SEE SHEET A-602 FOR NEW WINDOW

SCHEDULE AND DETAILS.

3 NEW FLOORING, SEE SCHEDULE ON I-001.

4 EXTEND STATIC DISSAPATIVE TILE UNDER DOOR

TO ADJACENT FLOORING.

5 3/4" FIRE RETARDANT PLYWOOD APPLIED OVER

GYPSUM BOARD FOR MOUNTING OF

TELECOMMUNICATIONS EQUIPMENT. 8" AFF TO

8'-8" AFF, PAINT WITH (3) COATS OF FIRE

RETARDANT PAINT.

6 NEW CORNER GUARD

7 TELECOMMUNICATIONS CHANNEL RACK, REFER

TO TECHNOLOGY DRAWINGS.

8 ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS.

9 PAC EQUIPMENT, SEE ELECTRICAL DRAWINGS.

10 NEW AHU, SEE MECHANICAL DWGS.

11 EXPOSED TO STRUCTURE

12 INDOOR MINISPLIT SYSTEM, SEE MECHANICAL

DRAWINGS.

13 NEW FACE BRICK TO MATCH EXISTING. MATCH

BRICK COLOR, BOND, MORTAR COLOR. OPENING

4'-4" X 5'-4" - VIF.

14 CMU BACKUP MASONRY WITH CONT. 2"

INSULATION TO EXTERIOR. CAVITY WALL

CONSTRUCTION.

15 3 5/8" METAL STUDS WITH 3 1/2" BATT INSULATION

AND 5/8" GWB TO INTERIOR.

Scale: No Scale

PHOTO REFERENCE - BED STORAGE C1-23 WINDOW

S.6

16.6

C2

2 HR FIRE RATED EXPANSION

JOINT AND JOINT COVER

BELOW, SEE DETAIL 7/A-504

ROOF

BELOW

HSS 6x6 STEEL TUBE COLUMNS

SEE STRUCTURAL DRAWINGS

INTUMESCENT PAINT TO ACHIEVE

A 2 HR FIRE RESISTANCE RATING,

TYPICAL

EXTEND UNCUT END OF 1" GWB

LINER PANEL, FLUSH TO FIRE

TREATED TUBE AND FIRE CAULK

CONT. BOTH SIDES OF COLUMN

A-313

MAX

4"

WINDOW FILM ON INTERIOR

FACE OF WINDOW, SEE

INTERIOR FINISHES

VERTICAL EXPANSION JOINT

COVER BASIS OF DESIGN INPRO

104 SERIES SURFACE MOUNT A01

WALL TO WALL - 104-A07-050.

A-503

METAL COPING OVER

BUILT UP CURB TO

MATCH ADJACENT, SEE

DETAILS 5&6/A-402

2 HR RATED VERTICAL EXP JOINT,

BASIS OF DESIGN INPRO FIRELINE

F140 BLANKET W/ SPRINGS

SAWCUT END OF EXIST STONE WALL

ABOVE SIDEWALK AND DEMOLISH

WALL TOWARDS EXISTING BUILDING.

EXPOSED END TO BE WRAPPED IN

SBS ROOFING MEMBRANE.

LOCATION OF FIRST

FENCE POST.

INSULATED METAL PANEL,

COLOR TO MATCH

EXISTING. BASIS OF

DESIGN: CENTRIA

FORMAWALL DIMENSION

SERIES. FASTEN TO STUDS

@16" O.C. OVER 1/4"

SPACERS

/2

11 1/2"

A-503

ALIGN SLAB W/ SECOND FLOOR ELEV. AT DOOR C2

5'-0"

SLOPE

METAL COPING BETWEEN NEW

CMU PARAPET AND EXISTING

STONE VENEER ON CMU

RETAINING WALL

/2

ASPHALT PATCH TO EXTEND 12" SOUTH OF METAL PANEL WALL AND NEW SLAB

12"X24"X6"H PRECAST

CONCRETE SPLASH BLOCK

VIF

12'-7"

A-402

2 HR RATED HORZ EXP JOINT,

BASIS OF DESIGN INPRO FIRELINE

F140 BLANKET W/ SPRINGS

VERTICAL EXPANSION JOINT

COVER BASIS OF DESIGN INPRO

615 SERIES FLUSH MOUNT, WALL

TO WALL - 615-A07-050. PROVIDE

FACTORY TRANSITIONS AT EJ

INTERSECTION, TYPICAL

A-402

EXISTING ASPHALT DRIVE AISLE

S

S.1 S.4

14.6

A-311

INSULATED METAL PANEL

BASIS OF DESIGN: CENTRIA

FORMAWALL

2 HR RATED HORZ

EXP JOINT, BASIS

OF DESIGN INPRO

FIRELINE F140

BLANKET W/

SPRINGS

2 HR FIRE RATED EXPANSION

JOINT AND JOINT COVER

BELOW, SEE DETAIL 7/A-504

HSS 6x6 STEEL TUBE COLS

SEE STRUCT DWGS

INTUMESCENT PAINT TO

ACHIEVE A 2 HR FIRE RESIST

RATING, TYPICAL.

2 HR RATED VERTICAL EXP JOINT,

BASIS OF DESIGN INPRO FIRELINE

F140 BLANKET W/ SPRINGS

MECH CHASE

14.8

MECH DUCTS W/ FIRE

DAMPERS AT FLOOR

2 HR RATED VERT EXP

JOINT, BASIS OF DESIGN

INPRO FIRELINE F140

BLANKET W/ SPRINGS

VERTICAL EXP JOINT COVER

BASIS OF DESIGN INPRO 104

SERIES SURFACE MOUNT A01

WALL TO WALL - 104-A07-050.

GLAZED CMU TO

REMAIN, PROTECT

AS REQUIRED

ALUM EXTRUSION TO MATCH

EXISTING WINDOW FRAME

3/4" PT/FR PLYWOOD OVER

6" STUDS

VERTICAL EXP JOINT COVER BASIS

OF DESIGN INPRO 615 SERIES

FLUSH MOUNT, WALL TO WALL -

615-A07-050. PROVIDE FACTORY

TRANSITIONS AT EJ INTERSECTION,

TYPICAL

(2) LAYERS 5/8" GWB

OVER 7/8" HAT CHANNEL,

HORIZONTALLY @ 16" OC

90 MIN FIRE RATED EXP JT

ALONG PERIMETER OF ROOF

BELOW, SEE DETAIL 1/A-503

FRAME TIGHT

AGAINST EXISTING

UTILITY LINES, VIF

4'-0"

5/8" GWB ON METAL STUD TO

ALIGN W/ ADJACENT WALL. MATCH

FINISHES AND WALL BASE

Ssb4

Ssb4

Ma3 Ma3

ALIGN

(2) LAYERS 5/8" GWB TO

WRAP COLUMN CORNER

INTUMESCENT PAINT TO

ACHIEVE A 2 HR FIRE

RESISTANCE RATING, TYP

2 HR RATED HORZ EXP JOINT, BASIS

OF DESIGN INPRO FIRELINE F140

BLANKET W/ SPRINGS

A-402

S S.1

2 HR FIRE RATED EXP

JOINT AND JOINT COVER

BELOW, SEE DETAIL 7/A-504

HSS 6x6 STEEL TUBE COLS

SEE STRUCT DWGS

INTUMESCENT PAINT TO

ACHIEVE A 2 HR FIRE

RESISTANCE RATING, TYP

EXTEND UNCUT END OF 1"

GWB LINER PANEL, FLUSH TO

FIRE TREATED TUBE & FIRE

CAULK CONTINUOUS BOTH

SIDES OF COLUMN

VERTICAL EXP JOINT

COVER, BASIS OF DESIGN

INPRO 101 SERIES RECESS

MOUNT A07 WALL TO WALL

101-A07-050.

2 HR RATED VERTICAL EXP

JOINT, BASIS OF DESIGN

INPRO FIRELINE F140

BLANKET W/ SPRINGS

2 HR RATED HORZ EXP JOINT,

BASIS OF DESIGN INPRO

FIRELINE F140 BLANKET W/

SPRINGS

/4

/4

STEEL J-TRACK, SHAFTWALL

DEEP LEG, BASIS OF DESIGN

CLARK DIETRICH

BLAZEFRAME JR 1

" 3

2 HOUR SHAFT WALL END

WALL DETAIL, SIMILAR TO

CORNER DETAIL SW-621 BY

NATIONAL GYPSUM CO

ALIGN WALL & FLOOR

EXPANSION JOINTS AS

SHOWN, TYPICAL

LINE OF EXISTING EXTERIOR

WALL TO REMAIN

S S.1

FILL…