S02 - ATTACHMENT 22 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 14.pdf

FIRST FLOOR

388' - 7 7/8"

EXISTING

BUILDING

BEYOND

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

DOWNSPOUT (TYP.) TIE INTO

UNDERGROUND STORM PIPING,

SEE CIVIL DRAWINGS.

ALUMINUM GUTTER

22-AE501

22-AE501

22-AE501

TOP OF PARAPET

412' - 9 7/8"

OUTLINE OF ROOF TOP

MECHANICAL EQUIPMENT, SEE

MECHANICAL PLAN

FIBER CEMENT LAP SIDING

T.O. PARAPET

CABLE ROOMS

400' - 1 7/8"

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

SPANDREL GLASS VENEER

METAL COPING CAP 22-AE502

22-AE502

22-AE501

TOP OF PARAPET

412' - 9 7/8"

V.

I.F

- 8

REPAIR AND REPLACE

EXISTING CLAP

BOARD SIDING AND EAVE

TRIM FROM

REMOVAL OF EXISTING

WINDOW

T.O. HOLLOW

CORE SLAB

397' - 1 7/8"

T.O. PARAPET

CABLE ROOMS

400' - 1 7/8"

PAINTED STUCCO PARGE COAT

NEW

EXISTING TO

REMAIN

8"

FIRST FLOOR

388' - 7 7/8"

NEW WALL WITH

LIMESTONE CAP AND

STONE VENEER FINISH

APPROXIMATE

GRADE

EXISTING BUILDING

22-AE501

22-AE501

22-AE501

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

CEMENTITIOUS LAP

SIDING

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

METAL COPING CAP

SPANDREL GLASS VENEER

NEW WALL W/ STONE

VENEER FINISH

EXISTING BUILDING

APPROXIMATE

GRADE

22-AE502

22-AE502

22-AE501

3 TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

TOP OF PARAPET

412' - 9 7/8"

DASHED LINES INDICATE OUTLINE OF ROOFTOP

MECHANICAL UNITS, SEE MECHANICAL PLANS

T.O. WALL - MAIN

ELECTRICAL

394' - 9 7/8"

LIMESTONE COPING

CAP

T.O. PARAPET

CABLE ROOMS

400' - 1 7/8"

NEW

EXISTING TO

REMAIN

FIBER CEMENT SIDING

LIMESTONE WATERTABLE

CONTROL JOINT

10' - 0"

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

22-AE501

22-AE501

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

SECTION DETAIL NOT

SHOWN FOR CLARITY

NEW WALL W/ STONE

VENEER FINISH

LIMESTONE COPING

CAP

APPROXIMATE GRADE

C

22-AE603

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

22-AE502

22-AE502

22-AE501

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

TOP OF PARAPET

412' - 9 7/8"

SECTION DETAIL NOT

SHOWN FOR CLARITY

N

BUILDING 22

GENERAL AREA OF WORK

NORTHAMPTON

T11

13S

20 1C

9A 30

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 7:

P

M

22-AE401

BUILDING 22A EXTERIOR ELEVATIONS

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

1/8" = 1'-0"1 NORTH ELEVATION

1/8" = 1'-0"2 WEST ELEVATION

1/8" = 1'-0"4 SOUTH ELEVATION

1/8" = 1'-0"3 EAST ELEVATION

7 3D VIEW

1/8" = 1'-0"5 ELEVATION - SOUTH - PARTIAL

1/8" = 1'-0"6 ELEVATION - EAST - PARTIAL

8 3D VIEW

SITE KEY PLAN

malbitz Image

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

T.O. UPPER

HOLLOW CORE

SLAB

407' - 8 5/8"

22-AE502

22-AE502

22-AE501

22-AE602

A

GLASS RAINSCREEN VENEER OVER

METAL SUB CONSTRUCTION AS PER

SYSTEM MANUFACTURER

PREFINISHED METAL COPING CAP

22-AE602

C

12" CONCRETE PLANK ROOF,

SEE STRUCTURAL DWGS.

SINGLE PLY MEMBRANE

ROOF

APPROXIMATE GRADE

1/4" / 1'-0"

SLOPE

TOP OF PARAPET

412' - 9 7/8"

EXISTING HOUSE

PREFINISHED

METAL GUTTER

PREFINISHED METAL

DOWNSPOUT. CONNECTED

TO UNDERGROUND

DRAINAGE SYSTEM

22-AE602

D

MECHANICAL EQUIPMENT,

SEE MECHANICAL PLANS

EW 10

MECHANICAL

EQUIPMENT, SEE

MECHANICAL PLANS

MECHANICAL EQUIPMENT

AND DUCTS, SEE

MECHANICAL PLANS

T.O. HOLLOW

CORE SLAB

397' - 1 7/8"

1'

0"

22-AE602

J

STONE VENEER (BEYOND)

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

22-AE502

22-AE502

TOP OF PARAPET

412' - 9 7/8"

GLASS RAINSCREEN SYSTEM OVER

INSULATED CONCRETE FORM WALL

EXISTING HOUSE

PARAPET BEYONDPREFINISHED METAL COPING CAP

STEEL BEAM,

SEE

STRUCTURAL

PLANS

DOOR INSTALLED 8" ABOVE

LANDING TO FACILITATE

ACCESS TO ROOF LEVEL

22-AE602

F

22-AE601

ACT

CEILING

ACT

CEILING

SURFACE MOUNTED LIGHT

FIXTURES, SEE LIGHTING PLAN

EW6

T.O. HOLLOW

CORE

407' - 8 5/8"

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

12" CONCRETE PLANK ROOF,

SEE STRUCTURAL DWGS.

SINGLE PLY MEMBRANE

ROOF, SEE DETAIL

GRADE VARIES

GRADE

CONTINUOUS

GUTTER

8" CONCRETE

SLAB OVER

4" CRUSHED

STONE

1'

0"

22-AE602

D

HVAC DUCTS, SEE

MECHANICAL PLANS

LIGHT FIXTURES, SEE

REFLECTED CEILING PLAN

SERVER RACKS AND

TELECOMMUNICATION

RACKS, SEE DATA PLANS

FIBER CEMENT BOARD

LAP SIDING

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

1/4" / 1'-0"SLOPE

HVAC EQUIPMENT,

SEE MECHANICAL

PLANS

22-AE603

C

T.O. HOLLOW

CORE SLAB

397' - 1 7/8"

NATURAL THIN STONE VENEER ON 3/4"

GLASS FIBER REINFORCED SHEATHING

ON MOISTURE BARRIER ON INSULATED

CONCRETE FORM WALL

EXTERIOR LIGHT FIXTURE,

SEE ELECTRICAL PLAN

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

22-AE501

22-AE501

12" PRECAST CONCRETE PLANK

ROOF, SEE STRUCTURAL DWGS.

SINGLE PLY

MEMBRANE ROOF

DASHED LINES INDICATE

SERVER RACKS AND

TELECOMMUNICATION

EQUIPMENT

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

LIGHT FIXTURE, SEE

REFLECTED CEILING PLAN

22-AE601

STONE VENEER FINISH OVER

1/2" CEMENTITIOUS BACKER

BOARD, OVER VAPOR BARRIER

OVER INSULATED CONCRETE

FORM WALL

HVAC DUCTS, AND

MECHANICAL

EQUIPMENT, SEE

MECHANICAL

PLANS

STONE VENEER FINISH OVER

1/2" CEMENTITIOUS BACKER

BOARD, OVER VAPOR BARRIER

OVER INSULATED CONCRETE

FORM WALL

LIMESTONE COPING CAP

T.O. HOLLOW

CORE SLAB

397' - 1 7/8"

GRADE

GRADE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 7:

P

M

22-AE501

BUILDING 22A SECTIONS

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

1/4" = 1'-0"1 BUILDING SECTION

1/4" = 1'-0"2 BUILDING SECTION

1/4" = 1'-0"4 BUILDING SECTION

1/4" = 1'-0"3 BUILDING SECTION

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

T.O. UPPER

HOLLOW CORE

SLAB

407' - 8 5/8"

22-AE501

22-AE501

TOP OF PARAPET

412' - 9 7/8"22-AE602

E

GRADE

2" TOPPING SLAB

OVER PRECAST

HOLLOW CORE

SLABS, SEE

STRUCTURAL PLANS

APPROXIMATE GRADE

T.O. WALL - MAIN

ELECTRICAL

394' - 9 7/8"

PREFINISHED

METAL GUTTER

DOWNSPOUT CONNECTED

TO UNDERGROUND

DRAINAGE SYSTEM

22-AE602

D

SIMILAR

OPPOSITE

7'

8"

SAW CUT BRICK VENEER,

RETURN FLASHING INTO

SAW CUT

22-AE502

EW6

EW6

22-AE604

EW-9

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

22-AE501

T.O. UPPER

HOLLOW CORE

SLAB

407' - 8 5/8"

22-AE501

22-AE501

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

TOP OF PARAPET

412' - 9 7/8"

GRADE VARIES

22-AE502

DASHED LINES INDICATE

SERVER RACKS AND

TELECOMMUNICATION

EQUIPMENT

HVAC DUCTS, AND

MECHANICAL

EQUIPMENT, SEE

MECHANICAL

PLANS

HVAC EQUIPMENT,

SEE MECHANICAL

PLANSEW6

EW6

T.O. HOLLOW

CORE SLAB

397' - 1 7/8"

22-AE602

G

22-AE601

22-AE603

A

EW 9

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

22-AE502

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

T.O. WALL - MAIN

ELECTRICAL

394' - 9 7/8"

22-AE502

A

22-AE502

B

LIMESTONE

COPING CAP

NATURAL THIN

STONE

VENEER

FINISH

CONCRETE

HOLLOW

CORE SLAB,

SEE

STRUCTURAL

SINGLE PLY

ROOF

MEMBRANE

SYSTEM

CONCRETE

SLAB AND

FOOTINGS,

SEE

STRUCTURAL

EXISTING

HOUSE

PENDANT MOUNTED

LIGHT FIXTURES, SEE

ELECTRICAL PLANS

CONCRETE

HOLLOW CORE

SLAB, SEE

STRUCTURAL

5/8" GYPSUM

BOARD (EACH

SIDE) OVER 12"

INSULATED

CONCRETE

FORM WALL

6"

22-AE605

G

SECOND FLOOR

398' - 5 7/8"

T.O. WALL - MAIN

ELECTRICAL

394' - 9 7/8"

EXISTING HOUSE

22-AE502

C

SINGLE PLY ROOF

MEMBRANE SYSTEM

CONCRETE HOLLOW CORE

SLAB FRAMING SYSTEM,

SEE STRUCTURAL.

5/8" GPYPSUM SHEATHING

OVER 12" INSULATED

CONCRETE FORM WALL

1"

1/2" STEEL PLATE

WITH EMEDDED

SHEAR STUD, SEE

STRUCTURAL

D D + 1"

D

RECEIVER

BASE FLASHING

FASTENED @ 3" O.C.

CONTIN. EDGE STRIP

FASTENED @ 3" O.C.

EXPANSION FLASHING

WOOD BLOCKING

W/ SLOPED TOP

EXISTING BRICK VENEER

" M

IN

ROOF LEVEL

SEALANT

WOOD CANT

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

T.O. WALL - MAIN

ELECTRICAL

394' - 9 7/8"

LIMESTONE COPING CAP

SLOPE

EW 9

PRECAST HOLLOW CORE

SLABS, SEE STRUCTURAL

T.O. HOLLOW

CORE SLAB

397' - 1 7/8"

" M

IN

IM

U M

4'

1/

4"

LINE OF LIMESTONE

COPING CAP BEYOND

TWO-PIECE REGLET FLASHING AND

COUNTER FLASHING

TERMINATION BAR FASTENED AT 6" O.C. (TYP)

BASE PLY 6" MIN ON FIELD

FLASHING PLY 9" MIN ON FIELD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 7:

P

M

22-AE502

BUILDING 22A SECTIONS

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

1/4" = 1'-0"2 BUILDING SECTION

1/4" = 1'-0"1 BUILDING SECTION

1/4" = 1'-0"3 BUILDING SECTION

1 1/2" = 1'-0"B SECTION DETAIL

3" = 1'-0"C EXPANSION JOINT - ROOF TO WALL

1 1/2" = 1'-0"A SECTION DETAIL

BASEMENT

380' - 1 7/8"

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

22-AE601

E

T.O. HOLLOW

CORE SLAB

397' - 1 7/8"

NATURAL THIN STONE VENEER,

OVER 3/4" GLASS FIBER

REINFORCED GYPSUM BOARD,

OVER VAPOR BARRIER, OVER

INSULATED CONCRETE FORM

WALL

APPROXIMATE GRADE

PAINTED GYPSUM BOARD

PRECAST HOLLOW CORE

SLAB, SEE STRUCTURAL

PLANS

LIMESTONE COPING CAP

8" CONCRETE SLAB OVER

4" CRUSHED STONE

2" RIGID INSULATION.

MINIMUM 24" UNDER SLAB.

R-10 MINIMUM

CONTINUOUS PERFORATED DRAIN

WITH CRUSHED STONE.

CONNECTED TO EXISTING STORM

WATER PIPING

VAPOR BARRIER

2' - 0"

WATER PROOFING

4"

16' - 0" PARGE COAT OVER FIBER CEMENT BOARD

MI

N.

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

T.O. UPPER

HOLLOW CORE

SLAB

407' - 8 5/8"

22-AE601

A

22-AE601

B

22-AE601

C

22-AE601

D

22-AE602

A SIMILAR

OPPOSITE

REFER TO STRUCTURAL DRAWING FOR

UNDERPINNING AND FOUNDATION

WORK.

LIMESTONE COPING CAP

SEALANT AND BACKER ROD

THROUGH-WALL FLASHING

WITH DRIP EDGE

STEEL DOWEL ANCHOR

SLOPE 1/4" PER FOOT

7/

8"

RUN ROOF MEMBRANE UP

AND OVER TOP OF WALL

SEALANT AND BACKER ROD

NATURAL THIN STONE

VENEER ON MORTAR

SETTING BED, OVER VAPOR

BARRIER, OVER 3/4"

DENSGLASS, OVER

INSULATED CONCRETE FORM

WALL.

BASE PLY 6" MIN ON FIELD

FLASHING PLY 9" MIN ON FIELD

WOOD CANT

5/8" COVER BOARD

" M

IN

IM

U

M

VA

R

IE

S

1' - 9"

1/

2"

TAPERED

INSULATION

MIN. R-38

T.O. UPPER

HOLLOW CORE

SLAB

407' - 8 5/8"

EXISTING

BUILDING 22

PAINTED GYPSUM BOARD

SUSPENDED CEILING

HOLLOW METAL FRAME

AND DOOR AS

SCHEDULED

PRECAST CONCRETE

HOLLOW CORE FRAMING,

SEE STRUCTURAL

RECESSED ALUMINUM

FRAME, SANTOPRENE SEAL

EXPANSION JOINT COVER.

INPRO 101 SERIES USED AS

THE BASIS OF DESIGN

2X BLOCKING

2X4 OUTRIGGERS AND

BRACING AT 16" O.C

COMPOSITE

LUMBER CLOSURE,

POUR STOP

T.O. HOLLOW

CORE

407' - 8 5/8"

SECOND FLOOR

398' - 5 7/8"

PAINTED GYPSUM BOARD

SUSPENDED CEILING

HOLLOW METAL FRAME

DOOR AS SCHEDULED

PRECAST CONCRETE

HOLLOW CORE FRAMING,

SEE STRUCTURAL

3/8" STAINLESS STEEL PLATE,

EXPANSION JOINT COVER

3/8" STEEL ANCHOR WELDED

TO STEEL PLATE AND

EMBEDDED INTO CONCRETE,

SEE STRUCTURE

DO NOT ANCHOR STEEL PLATE

TO EXISTING STRUCTURE

7"

RECESSED ALUMINUM

FRAME, SANTOPRENE SEAL

EXPANSION JOINT COVER.

INPRO 101 SERIES USED AS

THE BASIS OF DESIGN

2X BLOCKING

FIRST FLOOR

388' - 7 7/8"

RECESSED ALUMINUM FRAME, SANTOPRENE

SEAL EXPANSION JOINT COVER.

INPRO 101 SERIES USED AS THE BASIS OF

DESIGN

2X BLOCKING

STEEL TUBE BEAM, SEE

STRUCTURAL

STEEL PLATE EXPANSION JOINT COVER.

ANCHORED TO NEW DATA CENTER SIDE

AND NOT BUILDING 22 SIDE.

HOLLOW METAL DOOR

FRAME

STEEL ANGLE, SEE

STRUCTURAL

BENT PLATE POUR STOP, SEE

STRUCTURAL DRAWINGS FOR MORE

INFORMATION

6"

2" CONCRETE TOPPING

SLAB OVER PRECAST

HOLLOW CORE SLAB

HOLLOW METAL DOOR

AND FRAME

PAINTED GYPSUM

BOARD OVER 2

BLOCKING

BASEMENT

380' - 1 7/8"

6 1/8"

3/8" STEEL PLATE

EXPANSION JOINT COVER

EMBEDDED ANCHOR

WELDED TO STEEL PLATE

ON THE DATA CENTER

SIDE

DO NOT ATTACH STEEL

PLATE TO BUILDING 22

STRUCTURE

ICF WALL, SEE

STRUCTURAL DRAWINGS

FOR REINFORCEMENT.

LINE OF EXPANSION JOINT

COVER IN WALL BEYOND

LIMESTONE CAP (BELOW)

SEALANT AS PER

MANUFACTURERS

RECOMMENDATIONS

1"

1"

SEALANT AS PER

MANUFACTURERS

RECOMMENDATIONS

4X4 FIBER CEMENT CORNER

ACCENT TRIM

SEALANT AS PER

MANUFACTURERS

RECOMMENDATIONS

1'

1/

4"

1'

1/

4"

1' - 3 1/4"

FIBER CEMENT LAP

SIDING OVER 3/4"

GLASS FIBER

REINFORCED

SHEATHING OVER

WATER / VAPOR

BARRIER ON ICF

WALL.

NATURAL THIN STONE

VENEER OVER 3/4" GLASS

FIBER REINFORCED

SHEATHING OVER VAPOR

BARRIER ON ICF WALL

SEALANT AS PER

MANUFACTURERS

RECOMMENDATIONS

FIBER CEMENT ACCENT

TRIM

1' - 5 1/4"

22-AE601

1' - 10"

1'

CEMENTITIOUS PLANK SIDING

OVER 3/4" GFRC SHEATHING

OVER MOISTURE BARRIER, OVER

ICF WALL

LINE OF FIBER CEMENT ACCENT

TRIM BEYOND

FLASHING

STARTER STRIP AS PER

SIDING MANUFACTURER

SEALANT

SEALANT

NATURAL THIN STONE VENEER OVER

3/4" EXTERIOR GRADE SHEATHING

OVER VAPOR BARRIER OVER ICF

LIMESTONE CAPSTONE WITH

STAINLESS STEEL DOWEL ANCHOR

10" INSULATED CONCRETE FORM

12" INSULATED CONCRETE FORM

4" 1"

1' - 7 7/8" +/-

1' - 6 1/4" +/-

1' - 5 1/2"

1' - 3 1/2"

7 1/2"

REMOVE PORTION OF EPS FOAM TO

ALLOW FOR PROPER EMBEDDING OF

DOWEL INTO CONCRETE

FIRST FLOOR

388' - 7 7/8"

PREMANUFACTURED METAL

COPING CAP SYSTEM

16 GA ANCHOR CHAIR W/ (4)

FASTENERS PER CHAIR

SLOPE DOWN

1/4" / FT.

ANCHOR BOLT, SEE

STRUCTURAL

FASTENERS AT 8" ON

CENTER

EXTEND ROOF PLY UP

WALL AND OVER

SHEATHING AND

BLOCKING. FASTEN @ 8"

O.C.

METAL ROOF EDGE

W/ CLEAT FASTENED

@ 6" O.C.

STRUCTURAL FRAMING, SEE

STRUCTURAL DRAWINGS

CEMENTITIOUS PLANK SIDING

OVER FIBER CEMENT BOARD

OVER MOISTURE BARRIER ON

ICF WALL

SLOPE DOWN

1/4" / FT.

PARAPET WALL BEYOND

3/4" EXTERIOR GRADE

SHEATHING

10"

1' - 3 1/4"

TAPERED INSULATION,

MIN. R-38

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 7:

P

M

22-AE601

BUILDING 22A WALL SECTIONS & DETAILS

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

3/4" = 1'-0"2 WALL SECTION

3/4" = 1'-0"1 WALL SECTION

1 1/2" = 1'-0"E PARAPET DETAIL

1 1/2" = 1'-0"A SECTION DETAIL

1 1/2" = 1'-0"B SECTION DETAIL

1 1/2" = 1'-0"C SECTION DETAIL

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

1 1/2" = 1'-0"7 CORNER DETAIL

1 1/2" = 1'-0"8 WATERTABLE AT ICF TRANSITION

1 1/2" = 1'-0"9 PARAPET DETAIL AT LAP SIDING CORNER

ROOFING MEMBRANE OVER

RECOVERY 5/8" BOARD

TAPERED INSULATION

MIN. R-38 WOOD BLOCKING AS

REQUIRED

PREFINISHED METAL

GUTTER, FASTEN @

6" O.C.

METAL ROOF EDGE

W/ CLEAT FASTENED

@ 6" O.C.

ROOF MEMBRANE

FLASHING STRIP

DOWNSPOUT

BEYOND

STRUCTURAL FRAMING, SEE

STRUCTURAL DWGS

EW 10

FIBER CEMENT SIDING

FASCIA

WOOD BLOCKING FASTENED

W/ BOLTED CONNECTION,

SEE STRUCTURAL DWGS

5"

4"

5/8" GYPSUM BOARD

OVER INSULATED

CONCRETE FORM WALL

2" CONCRETE

TOPPING SLAB OVER

PRECAST CONCRETE

HOLLOW CORE SLABS

SUSPENDED CEILING

SYSTEM

22-AE602

B

CEMENTITIOUS SIDING OVER

MOISTURE BARRIER OVER 3/4"

EXTERIOR GRADE PLYWOOD

STARTER

STRIP

1 1/4" MIN OVERLAP

8" M

IN

IM

U M

EW10

CONTINUOUS BEAD OF

MASTIC WATERBLOCK

TPO MEMBRANE

ROOF DECK

7" WIDE ALUM.

COUNTER-FLASHING

UNDERLAYMENT (FELT PAPER)

SLATE SHINGLES

PRECAST HOLLOW CORE SLAB,

SEE STRUCTURAL PLANS

EXISTING HOUSE

ANCHOR BOLT, SEE

STRUCTURAL

2X BLOCKING

TPO ROOF MEMBRANE OVER 3/4"

ROOFING MANUFACTURER

APPROVED SHEATHING.

MEMBRANE ROOFING OVER 5/8"

ROOF COVER BOARD OVER

SLOPING RIGID INSULATION.

MINIMUM R-38

SLOPE

5/8" GYP. BOARD OVER 12"

(CORE) CONCRETE FORM WALL.

SLOPE DOWN AT 1-1/2"

PER FOOT, APPROXIMATE

3/4" EXTERIOR GRADE

PLYWOOD SHEATHING

OVER 2X6 WOOD STUDS

AT 16" ON CENTER

SLOPE BRAKE METAL EXPANSION JOINT COVER

CAP AND BASE FLASHING

8" M

IN

IM

U M

WOOD CANT

CONTINUE NEW TPO ROOFING

OVER THE TOP OF THE BASE TIE-IN

FLASHING

SINGLE PLY SEALING

MASTIC

TPO COVER TAPE ON

LAYER OF PRIMER

CAULK ALONG BOTH

EDGES

PREFINISHED METAL DRIP EDGE

METAL CLEAT. FASTENERS AS PER

ROOF SYSTEM MANUFACTURER

3" MINIMUM TAPE LAP ONTO METAL

1 1/2" MINIMUM

1"

FASTENERS AS PER

ROOF SYSTEM

MANUFACTURER. 6"

ON CENTER

STAGGERED.

CONTINUE METAL JOINT COVER

VERTICALLY, BEHIND DRIP EDGE

AND CLEAT.

ACOUSTICAL TILE CEILING

8" MIN.

1 1/2" MINIMUM WELD (CONTINUOUS)

FASTENERS AND PLATES AS

APPROVED BY ROOF SYSTEM

MANUFACTURERM

IN

IM

U M

2'

0"

" M

IN

MIN

4"

ROLL DOWN LEAD FLASHING

INTO PIPE 1" MIN.

PLUMBING VENT STACK

RUBBERIZED ASPHALT

SEALANT

FLASHING PLY

EPDM ROOFING SYSTEM

ON RECOVERY BOARD

OVER TAPERED RIGID

INSULATION

LEAD FLANGE SET IN MASTIC,

PRIME FLANGE BEFORE STRIPPING

PRECAST HOLLOW CORE

CONCRETE PLANKS, SEE

STRUCTURAL

LEAD FLASHING 30" SQUARE

MINIMUM IN MASTIC. WRAPPED

DOWN 2" MIN. PRIME TOP

SURFACE BEFORE FLASHING

STRAINER

CLAMPING RING

BASE PLY

FLASHING PLY

PRECAST CONCRETE

HOLLOW CORE SLAB

LEAD FLASHING 30" SQUARE MINIMUM IN

MASTIC. WRAPPED DOWN 2" MIN. PRIME

TOP SURFACE BEFORE FLASHING

RECOVERY BOARD

TAPER INSULATION 1/4"/FT FOR

24" MINIMUM FROM CENTER OF

DRAIN, STAGGER ALL JOINTS,

FASTEN PER SPECIFICATIONS

48" SQUARE SUMP

NOTE:

ROOFING PLY CONFIGURATION PER

MANUFACTURER'S RECOMMENDATIONS

SECTION

PLAN

RD

LO

W

P O

IN

T

1/

2"

+4.25"

+4.75"

(TYPICAL

INSULATION

THICKNESS)

EXTEND ROOF PLY UP

WALL OVER BLOCKING &

FASTEN @ 8" O.C.

MINIMUM

6" CONCEALED SPLICE

PLATE AT EACH JOINT

PREMANUFACTURED METAL

COPING CAP SYSTEM

16 GA ANCHOR CHAIR W/ (4)

FASTENERS PER CHAIR

VENTILATION PROFILE AS

PER RAINSCREEN SYSTEM

MANUFACTURER

BRACKET AND FASTENERS

AS PER RAINSCREEN

SYSTEM MANUFACTURER

T PROFILE AS PER

RAINSCREEN SYSTEM

MANUFACTURER

1' - 5 1/2"

GLASS FACADE AND

CARRIER BOARD

WATER RESISTANT

BARRIER OVER INSULATED

CONCRETE FORM WALL

1 5/8"

TY

PI

C

AL

8"

M

IN

3/ 4"

4 1/2"

SLOPE DOWN

1/4" / FT.

3/4" EXTERIOR GRADE

PLYWOOD FASTENED TO

WOOD BLOCKING

TY

PI

C

AL

3/ 8"

CONTINUOUS 3/8" GALVANIZED STEEL

PLATE WITH THREADED STUDS

WELDED @ 24" O.C. ABOVE AND

STUDS WELDED BELOW.

COORDINATE WITH STRUCTURAL.

7 1/4"

HORIZONTAL PANEL JOINT. SEE

EXTERIOR ELEVATIONS FOR

LOCATIONS

FASTENERS AT 8" ON

CENTER

EW 6

CEMENTITIOUS SIDING OVER

MOISTURE BARRIER OVER 3/4"

EXTERIOR GRADE PLYWOOD

STARTER

STRIP

1 1/4" MIN OVERLAP

8" M

IN

IM

U M

PREFINISHED METAL

COUNTER FLASHING

POP RIVET FASTENERS,

APPROX. 8" O.C. SPACING

TURN FLASHING PLY

UP WALL AND BEHIND

METAL FLASHING, AS

SHOWN.

PREFINISHED METAL

FLASHING

M

IN

IM

U

M

8"

BOLTS WITH NEOPRENE WASHERS

FLASHING FASTENED 8" O.C.

NEOPRENE PAD

METAL CAP SECURED APPROXIMATELY

24" O.C. WITH FASTENERS AND

NEOPRENE WASHERS.

2 WOOD BLOCKING OVER

PRECAST HOLLOW CORE

SLAB.

COVER BOARD OVER

TAPERED RIGID INSULATION

EXTEND MEMBRANE

FLASHING PLY 9" MINIMUM

ON FIELD

BASE FLASHING PLY

6" MINIMUM ON

FIELD

BASE PLIES

EQUIPMENT MOUNTS, SEE

MECHANICAL PLANS.

VA

R

IE

S

TPO COATED METAL EDGE

FLASHING

8" TPO COVER STRIP

1"TPO EDGE SEALANT CONTINUOUS WELD

FASTENERS AT 6" O.C.

STAGGERED

1 1/2" MIN

EDGE SEALANT

METAL CLEAT. GAUGE,

FASTENERS AND SPACING AS

PER ROOF SYSTEM

MANUFACTURER

REQUIREMENTS. (MIN. 24

GAUGE, 6" O.C. MAX.)

2X WOOD NAILERS

LOW VOC CAULK AS PER

ROOFING SYSTEM

MANUFACTURER

TPO MEMBRANE ADHESIVE

MEMBRANE ROOF SYSTEM OVER

1/2" COVER BOARD OVER TAPERED

RIGID INSULATION, OVER PRECAST

HOLLOW CORE SLABS.

5/8" GYPSUM BOARD

OVER ICF WALL

CEMENTITIOUS PLANK SIDING

OVER MOISTURE BARRIER, OVER

3/4" EXTERIOR GRADE PLYWOOD

SHEATHING OVER ICF WALL

LAP ROOF MEMBRANE DOWN AND

OVER THE TOP PLANK OF THE

CEMENTITIOUS PLANK SIDING

AND FASTEN TO BLOCKING PER

ROOF SYSTEM MANUFACTURER

REQUIREMENTS.

1 1/2" MIN.

ANCHOR BOLT, SEE STRUCTURAL

1 1/4" MIN OVERLAP

MINIMUM R-38

EW10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 7:

P

M

22-AE602

BUILDING 22A DETAILS

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

3" = 1'-0"D ROOF EDGE DETAIL

1 1/2" = 1'-0"C DETAIL - ROOF TO WALL

1 1/2" = 1'-0"A SECTION AT ROOF JUNCTION OF DATA CENTER AND HOUSE

1 1/2" = 1'-0"E PLUMBING STACK DETAIL (VTR)

1 1/2" = 1'-0"F ROOF DRAIN DETAIL

3" = 1'-0"G PARAPET DETAIL

3" = 1'-0"B DETAIL

1 1/2" = 1'-0"H EQUIPMENT CURB

3" = 1'-0"J ROOF EDGE DETAIL

ALIGN

EXISTING STAIR STRUCTURE

TO REMAIN

SISTER IN NEW FIRE TREATED

FLOOR JOISTS TO MATCH

EXISTING FLOOR JOIST DEPTHS

FILL CAVITY WITH SOUND

ATTENUATED BATT

INSULATION

NEW CEILING TO MATCH ADJACENT

EXISTING CEILING TO REMAIN. PACK

OUT UNDER SIDE NEW JOIST AS

REQUIRED TO MATCH DEPTH -

PAINT ENTIRE CEILING TO MATCH

EXISITNG COLOR AND SHEEN

3/4" TONGUE AND

GROOVE FIRE TREATED

PLYWOOD.

ALIGN

CROSS BRACE BETWEEN

JOISTS AS REQUIRED TO

BRACE INFILL FRAMED

OPENING

V.

I.F

3'

0"

NEW CLAP BOARD TO

MATCH ADJACENT

FINISHES. PAINT TO

MATCH EXISTING

EXTEND AND LAP WATER

RESISTANT MEMBRANE AT

EXISTING INFILLED WINDOW

CONSTRUCTION

1 1/2" RIGID INSULATION

MIN 7.5 R VALUE

3/4" FIRE TREATED PLYWOOD

SHEATHING

BATT INSULATION ON KRAFT

PAPER MIN R-19

INTERIOR

EXTERIOR

EXISTING ROOF (BELOW)

6", 20 GAUGE GALVANIZED

METAL STUDS

5/8" TYPE 'X' GWB

EXISTING CONSTRUCTION TO

REMAIN

EXTERIOR

INTERIOR

GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

BRACKET SPACING AS PER

RAINSCREEN SYSTEM

MANUFACTURER

WATER RESISTANT BARRIER

3/8"

METAL SUB-CONSTRUCTION

SUPPORT PROFILES

CUT ICF INSULATION OUT TO PERMIT

INSTALLATION OF BRACKETS. APPLY

SPRAY INSULATION TO THE AREA

AFTER BRACKETS ARE INSTALLED,

TYPICAL

PAINTED GYPSUM BOARD

TOP OF PARAPET -

DATA CENTER

402' - 1 7/8"

LIMESTONE COPING CAP

SLOPE

STAINLESS STEEL

DOWEL

T.O. HOLLOW

CORE SLAB

397' - 1 7/8"

" M

IN

IM

U M

SEALANT AND BACKER ROD

TURN ROOF MEMBRANE

UP AND OVER TOP OF

WALL

MEMBRANE FLASHING

1' - 5 1/4"

5"

THROUGH WAL

FLASHING WITH DRIP

EDGE

SEALANT AND BACKER ROD

EW 9

1/

2"

GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

BRACKET SPACING AS PER

RAINSCREEN SYSTEM

MANUFACTURER

WATER RESISTANT BARRIER

METAL SUB-CONSTRUCTION

SUPPORT PROFILES

CUT ICF INSULATION OUT TO PERMIT

INSTALLATION OF BRACKETS. APPLY

SPRAY INSULATION TO THE AREA

AFTER BRACKETS ARE INSTALLED,

TYPICAL

3/ 8"

12" CORE INSULATED

CONCRETE FORM WALL

1' - 5 1/2" 4 1/2"

EW 6

EXTERIOR

GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

BRACKET SPACING AS PER

RAINSCREEN SYSTEM

MANUFACTURER

WATER RESISTANT BARRIER

METAL SUB-CONSTRUCTION

SUPPORT PROFILES

CUT ICF INSULATION OUT TO PERMIT

INSTALLATION OF BRACKETS. APPLY

SPRAY INSULATION TO THE AREA

AFTER BRACKETS ARE INSTALLED,

TYPICAL

INTERIOR

1/

2"

3/8

L - PROFILE BY RAINSCREEN

MANUFACTURER

1'

1/

2"

EW

EW 6

BASEMENT

380' - 1 7/8"

VENTILATION PROFILE BY

RAINSCREEN SYSTEM

MANUFACTURER

T - PROFILE BY RAINSCREEN MANUFACTURER

SUB-CONSTRUCTION OF

BRACKETS AND AGRAFFE (METAL

CLAMPS) AS PER RAINSCREEN

SYSTEM MANUFACTURER

GRADE VARIES

PARGE COAT OVER 1/2" FIBER

CEMENT BOARD, LAPPED

MINIMUM 1 INCH OVER

MEMBRANE

DAMPPROOFING /

WATERPROOFING MEMBRANE

6"

5" CONCRETE SLAB OVER

4" CRUSHED STONE

BELOW GRADE, SLAB

INSULATION

VAPOR BARRIER

EW 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 7:

P

M

22-AE603

BUILDING 22A DETAILS

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

1" = 1'-0"D SECTION THROUGH STAIR INFILL

1 1/2" = 1'-0"E PLAN DETAIL AT EXISTING WINDOW INFILL

3" = 1'-0"F DETAIL - RAINSCREEN INSIDE CORNER

1 1/2" = 1'-0"C PARAPET DETAIL AT SERVER ROOM

3" = 1'-0"G DETAIL - RAINSCREEN VERTICAL PANEL JOINT

3" = 1'-0"B DETAIL - RAINSCREEN OUTSIDE CORNER

3" = 1'-0"A RAINSCREEN AT GRADE

1 10-25-2022 Post 100% Revisions

GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

BRACKET SPACING AS PER

RAINSCREEN SYSTEM

MANUFACTURER

WATER RESISTANT BARRIER

METAL SUB-CONSTRUCTION

SUPPORT PROFILES

CUT ICF INSULATION OUT TO PERMIT

INSTALLATION OF BRACKETS. APPLY

SPRAY INSULATION TO THE AREA AFTER

BRACKETS ARE INSTALLED, TYPICAL

MICROSPHERE-MODIFIED, ACRYLIC-

IMPREGNATED PRE COMPRESSED FOAM.

EMSEAL USED AS BASIS OF DESIGN.

CORNER BEAD OF

SEALANT, BOTH SIDE

WATERTIGHT FACTORY

APPLIED SILICONE

BELLOWS

3/

4" 3/

8"

CUT OUT PORTION OF ICF INSULATION

TO PERMIT INSTALLATION OF METAL

TRIM AND L-PROFILE SUPPORT. APPLY

SPRAY INSULATION TO THE AREA AFTER

BRACKETS ARE INSTALLED, TYPICAL

PREFINISHED BRAKE METAL

TRIM. 26 GA. MINIMUM

L-PROFILE TRIM SUPPORT BY

RAINSCREEN SYSTEM

MANUFACTURER

EPS FOAM END CLOSURE ACTING AS

CONCRETE POUR STOP AND

EXPANSION JOINT MATERIAL

NEW DATA CENTER

EXISTING HOUSE

STRUCTURE

PAINTED GYPSUM BOARD

OVER ICF WALL

STEEL PLATE EXPANSION

JOINT COVER, AT FLOOR

LEVEL

2X BLOCKING

COMPOSITE LUMBER

CLOSURE, POUR STOP

ICF INTERNAL WEBBING

AS PER MANUFACTURER

PAINTED HOLLOW METAL

DOOR AND DOOR FRAME

EDGE OF METAL PLATE, EXPANSION JOINT COVER

EDGE OF METAL PLATE, EXPANSION JOINT COVER

1' - 0"

3' - 0"

7"

RECESSED ALUMINUM FRAME, SANTOPRENE SEAL

EXPANSION JOINT COVER.

INPRO 101 SERIES USED AS THE BASIS OF DESIGN

PAINTED GYPSUM BOARD FINISH

FASTENERS AS PER EXPANSION JOINT COVER

MANUFACTURER'S RECOMMENDATIONS

2X BLOCKING FOR EXPANSION JOINT COVER

ATTACHMENT. RUN UP JAMBS AND ACROSS HEAD

SEALANT AROUND PERIMETER

EXISTING BRICK VENEER WALL

EW6

2 HOUR FIRE RATED

PARTITION

EDGE OF METAL PLATE, EXPANSION JOINT COVER

GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

BRACKET SPACING AS PER

RAINSCREEN SYSTEM

MANUFACTURER

WATER RESISTANT BARRIER

METAL SUB-CONSTRUCTION

SUPPORT PROFILES

CUT ICF INSULATION OUT TO PERMIT

INSTALLATION OF BRACKETS. APPLY

SPRAY INSULATION TO THE AREA AFTER

BRACKETS ARE INSTALLED, TYPICAL

MICROSPHERE-MODIFIED, ACRYLIC-

IMPREGNATED PRE COMPRESSED FOAM.

EMSEAL USED AS BASIS OF DESIGN.

CORNER BEAD OF

SEALANT, BOTH SIDE

WATERTIGHT FACTORY

APPLIED SILICONE

BELLOWS

3/ 4"

3/ 8"

CUT OUT PORTION OF ICF INSULATION

TO PERMIT INSTALLATION OF METAL

TRIM AND L-PROFILE SUPPORT. APPLY

SPRAY INSULATION TO THE AREA AFTER

BRACKETS ARE INSTALLED, TYPICAL

PREFINISHED BRAKE METAL

TRIM. 26 GA. MINIMUM

L-PROFILE TRIM SUPPORT BY

RAINSCREEN SYSTEM

MANUFACTURER

2"

EDGE OF METAL PLATE, EXPANSION JOINT COVER

2"

RECESSED ALUMINUM FRAME, SANTOPRENE SEAL

EXPANSION JOINT COVER.

INPRO 101 SERIES USED AS THE BASIS OF DESIGN

PAINTED GYPSUM BOARD OVER 2X BLOCKING

FASTENERS AS PER EXPANSION JOINT COVER

MANUFACTURER'S RECOMMENDATIONS

2X BLOCKING

2"

PAINTED GYPSUM BOARD

OVER ICF WALL

COMPOSITE LUMBER

POUR STOP.

ICF INTERNAL WEBBING

AS PER MANUFACTURER

PAINTED HOLLOW METAL

DOOR AND DOOR FRAME

6"

3' - 0"

6"

SEALANT AROUND PERIMETER

PAINTED GYPSUM BOARD

OVER METAL STUD

FRAMED WALLS,TYPICAL.

BASEMENT OF BUILDING 22

OUTSIDE FACE OF BRICK VENEER ABOVE

1"

1' - 0"

EW6

2 HOUR FIRE RATED

PARTITION

2X BLOCKING

COMPOSITE LUMBER

CLOSURE, POUR STOP

PAINTED HOLLOW METAL

DOOR AND DOOR FRAME

EDGE OF METAL PLATE EXPANSION JOINT COVER AT FLOOR LEVEL

RECESSED ALUMINUM FRAME, SANTOPRENE SEAL

EXPANSION JOINT COVER.

INPRO 101 SERIES USED AS THE BASIS OF DESIGN

PAINTED GYPSUM BOARD FINISH

FASTENERS AS PER EXPANSION JOINT COVER

MANUFACTURER'S RECOMMENDATIONS

2X BLOCKING

GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

BRACKET SPACING AS PER

RAINSCREEN SYSTEM

MANUFACTURER

WATER RESISTANT BARRIER

METAL SUB-CONSTRUCTION

SUPPORT PROFILES

CUT ICF INSULATION OUT TO PERMIT

INSTALLATION OF BRACKETS. APPLY

SPRAY INSULATION TO THE AREA AFTER

BRACKETS ARE INSTALLED, TYPICAL

MICROSPHERE-MODIFIED, ACRYLIC-

IMPREGNATED PRE COMPRESSED FOAM.

EMSEAL USED AS BASIS OF DESIGN.

CORNER BEAD OF

SEALANT, BOTH SIDE

WATERTIGHT FACTORY

APPLIED SILICONE

BELLOWS

3/ 4"

3/ 8"

CUT OUT PORTION OF ICF INSULATION

TO PERMIT INSTALLATION OF METAL

TRIM AND L-PROFILE SUPPORT. APPLY

SPRAY INSULATION TO THE AREA AFTER

BRACKETS ARE INSTALLED, TYPICAL

PREFINISHED BRAKE METAL

TRIM. 26 GA. MINIMUM

L-PROFILE TRIM SUPPORT BY

RAINSCREEN SYSTEM

MANUFACTURER

CEMENTITIOUS HORIZONTAL SIDING

OVER VAPOUR BARRIER OVER EXTERIOR

GRADE PLYWOOD SHEATHING

EXISTING EXTERIOR WALL.

HORIZONTAL SIDING OVER

SHEATHING OVER WOOD STUD

CONSTRUCTION

2" 2"

3' - 0" 1' - 0"

EW6

PAINTED GYPSUM BOARD OVER

3-5/8" METAL STUD WALL.

EDGE OF METAL PLATE EXPANSION JOINT COVER AT FLOOR LEVEL

2 HOUR FIRE RATED

PARTITION

3/ 8"

3/ 4"

3"

EXISTING

BUILDING 22

INTERIOR

DATA CENTER

INTERIOR

EXISTING WINDOW

OPENING WITH CMU INFILL

MICROSPHERE-MODIFIED,

ACRYLIC-IMPREGNATED PRE

COMPRESSED FOAM.

EXTERIOR

BELOW GRADE

CORNER BEAD OF

SEALANT, BOTH SIDE

WATERTIGHT FACTORY

APPLIED SILICONE

BELLOWS

2"

CLOSURE PANEL BY ICF

MANUFACTURER

PAINTED GYPSUM

BOARD OVER ICF

WALL

6"

THESE DIMENSIONS

INCREASE 1" WHERE

THE EXTERIOR VENEER

OF THE HOUSE

CHANGES TO BRICK.

1"

DASHED LINE INDICATES

OUTSIDE FACE OF

EXISTING BRICK (ABOVE) BUILDING 22 EXTERIOR

WALL

VAPOR BARRIER

1/4"

EXISTING

BUILDING 22

INTERIOR

DATA CENTER

INTERIOR

EXISTING WINDOW OPENING INFILLED

MICROSPHERE-MODIFIED,

ACRYLIC-IMPREGNATED PRE

COMPRESSED FOAM.

EXTERIOR

CORNER BEAD OF

SEALANT, BOTH SIDES

WATERTIGHT FACTORY

APPLIED SILICONE

BELLOWS

3"

PAINTED GYPSUM

BOARD OVER ICF

WALL

BUILDING 22 EXTERIOR

WALL

PREFINISHED METAL

DOWNSPOUT CONNECTED

TO UNDERGROUND

DRAINAGE SYSTEM

7"

FIBER CEMENT TRIM

BOARDS

FIBER CEMENT LAP SIDING

CAULK

VAPOR BARRIER

GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

BRACKET SPACING AS PER RAINSCREEN

SYSTEM MANUFACTURER

WATER RESISTANT BARRIER

METAL SUB-CONSTRUCTION

SUPPORT PROFILES

CUT ICF INSULATION OUT TO PERMIT

INSTALLATION OF BRACKETS. APPLY

SPRAY INSULATION TO THE AREA AFTER

BRACKETS ARE INSTALLED, TYPICAL

MICROSPHERE-MODIFIED, ACRYLIC-

IMPREGNATED PRE COMPRESSED FOAM.

EMSEAL USED AS BASIS OF DESIGN.

CORNER BEAD OF

SEALANT, BOTH SIDE

WATERTIGHT FACTORY

APPLIED SILICONE BELLOWS

3/ 4"

3/ 8"

CUT OUT PORTION OF ICF INSULATION

TO PERMIT INSTALLATION OF METAL

TRIM AND L-PROFILE SUPPORT. APPLY

SPRAY INSULATION TO THE AREA AFTER

BRACKETS ARE INSTALLED, TYPICAL

PREFINISHED BRAKE METAL

TRIM. 26 GA. MINIMUM

L-PROFILE TRIM SUPPORT BY

RAINSCREEN SYSTEM

MANUFACTURER

EPS FOAM END CLOSURE PANEL BY

ICF MFR.

4 1/2"

EXISTING EXTERIOR WALL. LAP

SIDING OVER SHEATHING OVER

WOOD CONSTRUCTION.

ROOF BELOW

SL

OP

E 3/

8" 3/

8"

3/ 4"

3/ 4"

CONTINUOUS BEAD OF

SEALANT

MOISTURE RESISTANT

BARRIER OVER 3/4" FIRE

RETARDANT PLYWOOD,

OVER 6" METAL STUDS

PREFINISHED BRAKE METAL

TRIM. 26 GA. MINIMUM

PREFINISHED BRAKE METAL

TRIM. 26 GA. MINIMUM

1' - 5 1/2"

8"

5/8" GYPSUM BOARD

OVER INSULATED

CONCRETE FORM WALL

2" CONCRETE

TOPPING SLAB OVER

PRECAST CONCRETE

HOLLOW CORE SLABS

SUSPENDED CEILING

SYSTEM

M

IN

IM

UM

GLASS PANEL

RAINSCREEN SYSTEM

WATER RESISTANT

BARRIER

22-AE604

EW 6

VENTILATION PROFILE BY

RAINSCREEN SYSTEM

MANUFACTURER

GLASS PANEL AND CARRIER

BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

SUB-CONSTRUCTION OF

BRACKETS AND AGRAFFE (METAL

CLAMPS) AS PER RAINSCREEN

SYSTEM MANUFACTURER

WATER RESISTANT BARRIER

PREFINISHED METAL

COUNTERFLASHING

M

IN

IM

U

M

8"

RUN MEMBRANE FLASHING UP

AND BEHIND

COUNTERFLASHING

ANCHOR INTO ICF FORM TIES

TERMINATION BAR FASTENED

THROUGH BUTYL TAPE,

ANCHOR INTO ICF FORM TIES

POLYURETHANE SEALANT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 7:

P

M

22-AE604

BUILDING 22A DETAILS

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

1 1/2" = 1'-0"4 ENLARGED PLAN DETAIL - FIRST FLOOR

1 1/2" = 1'-0"2 ENLARGED PLAN DETAIL - BASEMENT

1 1/2" = 1'-0"6 ENLARGED PLAN DETAIL - 2ND FLOOR

1 1/2" = 1'-0"1 BASEMENT - DETAIL AT EXPANSION JOINT

1 1/2" = 1'-0"3 FIRST FLOOR - DETAIL AT EXPANSION JOINT

1 1/2" = 1'-0"5 SECOND FLOOR DETAIL AT EXPANSION JOINT

1 1/2" = 1'-0"7 SECTION THROUGH ROOF TO WALL

3" = 1'-0"8 ROOF TO WALL DETAIL CALLOUT

1 10-25-2022 Post 100% Revisions

BASEMENT

380' - 1 7/8"

5" CONCRETE SLAB OVER

4" CRUSHED STONE

2" RIGID INSULATION,

MIN. 24" UNDER SLAB.

R-10 MIN.

VAPOR BARRIER 2 MIL

MINIMUM

2' - 0 1/8"

1/2" E.J.

6"

CONCRETE FOOTING, SEE

STRUCTURAL PLANS

CONCRETE UNDERPINNING,

SEE STRUCTURAL PLANS

EXISTING

FOOTING

5/8" GYP. BD. ON 12" ICF WALL

SECOND FLOOR

398' - 5 7/8"

TOP OF PARAPET

412' - 9 7/8"

8"

DASHED LINE INDICATES WALL BEYOND

PASSING BEHIND WALL IN FORGROUND

ROOF LINE

4'

2" 4'

0"

4'

0" 1'

6"

7' - 6 5/8" 3' - 4" 8' - 2 5/8"

2'

" 8"

3'

6" 8'

0"

5'

0"

.0

9°

1' - 1"

23.27° 43°

6' - 7 1/4"

6' - 1 1/2"

10 3/4" 3' - 4" 8' - 10" 3' - 4" 2' - 9 3/4"

2'

3'

6"

4'

2" 4'

0"

4'

0" 1'

6"

3'

6" 8'

0"

2'

2"

2'

2"

FIRST FLOOR

388' - 7 7/8"

BASEMENT

380' - 1 7/8"

SECOND FLOOR

398' - 5 7/8"

TOP OF PARAPET

412' - 9 7/8"

METAL COPING

CAP

PAINTED STUCCO PARGE COAT

NEW EXISTING TO

REMAIN

8"

6°

16.31°

APPROXIMATE GRADE

1'

6" 4'

0"

4'

0" 4'

0"

4'

0" 4'

0"

4'

0" 4'

0"

2'

6"

8" 3'

6"

8'

0" 2'

2"

6'

0" 8'

0"

8'

0" 3'

6"

1' - 11"

23.27°

43°

26.12°

3' - 3 7/8" 8' - 10" 3' - 4" 8' - 10" 3' - 4" 8' - 10" 1' - 6 3/8" 1' - 1"

3'

1/

4"

3'

6" 8'

0"

8'

0" 8'

0"

4'

6"

6' - 10" 8' - 4 1/2"

6' - 8"

SECOND FLOOR

398' - 5 7/8"

TOP OF PARAPET

412' - 9 7/8"

22-AE605

D

8"

4'

2" 4'

0"

4'

0" 1'

6"

2'

2" 8'

0"

3'

6"

4'

2" 4'

0"

4'

0" 1'

6"

9' - 3"3' - 4 1/4"

1' - 10 3/8"

GLASS FIBER REINFORCED

GYPSUM BOARD SHEATHING

FIBER CEMENT LAP SIDING

GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

BRACKET SPACING AS PER

RAINSCREEN SYSTEM

MANUFACTURER

WATER RESISTANT BARRIER

METAL SUB-CONSTRUCTION

SUPPORT PROFILES

CUT ICF INSULATION OUT TO PERMIT

INSTALLATION OF BRACKETS. APPLY

SPRAY INSULATION TO THE AREA

AFTER BRACKETS ARE INSTALLED,

TYPICAL

PREFINISHED BRAKE METAL

TRIM. 26 GA. MINIMUM

L-PROFILE TRIM SUPPORT

BY RAINSCREEN SYSTEM

MANUFACTURER

3/4" 3/8"

FIBER CEMENT TRIM

SEALANT

L - PROFILE BY RAINSCREEN

MANUFACTURER

3/8"

V.

I.F

EX

IS

TI

N

G

CMU INFILL

V.I.F.

EXISTING WINDOW OPENING

ALIGN

EXISTING BASEMENT

CONCRETE WALL

V.

I.F

EX

IS

TI

N

G

TOOTH IN BRICKS AT

EXISTING MASONRY

OPENING

GALVANIZED METAL

STUD INFILL

V.I.F.

EXISTING WINDOW / DOOR OPENING

ALIGN

ALIGN

(1) ONE LAYER 5/8" GYPSUM

WALL BOARD. ALIGN FINISH

WITH EXISTING ADJACENT

FINISH. PAINT WALL.

3/4" FIRE RESISTANT PLYWOOD SHEATHING

1-1/2" CONTINUOUS RIGID INSULATION. MINIMUM R-10

WEATHER RESISTANT MEMBRANE

SALVAGED OR NEW BRICK VENEER TO

MATCH EXISTING. TIE BACK VERTICALLY

AND HORIZONTALLY AS REQUIRED.

AIR GAP

LINE OF TOOTHED

BRICK BELOW

FIRST FLOOR

388' - 7 7/8"

EXISTING BRICK TO REMAIN

SALVAGED OR NEW BRICK TO

MATCH EXISTING. CAREFULLY

TOOTH IN BRICK.

EXISTING DOOR AND

FRAME TO BE REMOVED

22-AE605

C

EXTERIOR

INTERIOR

EW

.1

2'

0"

3' - 7 1/2"

INTERIOR

NATURAL THIN STONE VENEER

OVER 3/4" GLASS FIBER

REINFORCED SHEATHING OVER

VAPOR BARRIER ON ICF WALL

SEALANT AS PER

MANUFACTURERS

RECOMMENDATIONS

FIBER CEMENT ACCENT TRIM

GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

BRACKET SPACING AS PER

RAINSCREEN SYSTEM

MANUFACTURER

METAL SUB-CONSTRUCTION

SUPPORT PROFILES

CUT ICF INSULATION OUT TO PERMIT

INSTALLATION OF BRACKETS. APPLY

SPRAY INSULATION TO THE AREA AFTER

BRACKETS ARE INSTALLED, TYPICAL

CONTINUOUS FIBER CEMENT

BLOCKING

VENTILATION PROFILE BY

RAINSCREEN SYSTEM

MANUFACTURER

EW 9

EW

EW6

PAINTED GYPSUM BOARD

OVER ICF WALL

ICF INTERNAL WEBBING

AS PER MANUFACTURER

W

EW

.1

2'

0"

EXTERIOR

INTERIOR

NATURAL THIN STONE VENEER

OVER 3/4" GLASS FIBER

REINFORCED SHEATHING OVER

VAPOR BARRIER ON ICF WALL

SEALANT AS PER

MANUFACTURERS

RECOMMENDATIONS

FIBER CEMENT

ACCENT TRIM

PAINTED GYPSUM BOARD

OVER ICF WALL

ICF INTERNAL WEBBING

AS PER MANUFACTURER

EW 9

EW

FIBER CEMENT LAP

SIDING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 8:

P

M

22-AE605

BUILDING 22A DETAILS

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

1 1/2" = 1'-0"G SECTION AT FOUNDATION WITH UNDERPINNING

1/4" = 1'-0"3 ELEVATION - EAST - PARTIAL

1/4" = 1'-0"1 WEST ELEVATION - RAINSCREEN

1/4" = 1'-0"2 NORTH ELEVATION - RAINSCREEN

1 1/2" = 1'-0"D CORNER DETAIL - RAINSCREEN TO LAP SIDING

1 1/2" = 1'-0"B EXISTING WINDOW INFILL

1 1/2" = 1'-0"C EXISTING WINDOW OR DOOR INFILL 1/4" = 1'-0"A DOOR OPENING - BRICK INFILL

1 1/2" = 1'-0"F WALL DETAILS

1 1/2" = 1'-0"E CORNER DETAIL

1 10-25-2022 Post 100% Revisions

4 1/2"

PAINTED GYPSUM BOARD GLASS PANEL AND CARRIER BOARD

T - PROFILE BY RAINSCREEN

MANUFACTURER

SUB-CONSTRUCTION OF

BRACKETS AND AGRAFFE (METAL

CLAMPS) AS PER RAINSCREEN

SYSTEM MANUFACTURER

WATER RESISTANT BARRIER

REMOVE PORTION OF FOAM ICF

INSULATION TO PERMIT INSTALLATION

OF BRACKETS. FILL CAVITY WITH

SPRAY FOAM INSULATION AFTER

BRACKETS ARE INSTALLED, TYPICAL

PREFINISHED BRAKE METAL TRIM.

INSERT TRIM A MINIMUM OF 1 1/4"

INTO THE METAL F-PROFILE AS

SHOWN. SLOPE TOP MINIMUM OF

1/4" PER FOOT FOR DRAINAGE.

3/ 4"

1/ 2"

SEALANT AT PERMITER

BRAKE METAL TRIM SUPPORT, F-PROFILE

HOLLOW METAL DOOR FRAME

2X WOOD BLOCKING

1' - 5 1/2"

DOOR AS SCHEDULED

2X COMPOSITE LUMBER

WATER IMPERVIOUS FOAM SEALER

2X WOOD BLOCKING

3"

12" CORE INSULATED

CONCRETE FORM WALL

SEE STRUCTURAL FOR

LINTEL REINFORCEMENT

VINYL CORNER BEAD

EW 6

GLASS PANEL AND CARRIER BOARD

WATER RESISTANT BARRIER

12" CORE INSULATED

CONCRETE FORM WALL

SUB-CONSTRUCTION OF

BRACKETS AND AGRAFFE (METAL

CLAMPS) AS PER RAINSCREEN

SYSTEM MANUFACTURER

REMOVE PORTION OF FOAM ICF

INSULATION TO PERMIT INSTALLATION

OF BRACKETS, TYPICAL. FILL CAVITY

WITH SPRAY FOAM INSULATION AFTER

BRACKETS ARE INSTALLED

PREFINISHED BRAKE METAL TRIM.

INSERT TRIM A MINIMUM OF 1 1/4" INTO

THE METAL F-PROFILE AS SHOWN

SEALANT AT PERIMETER

BRAKE METAL TRIM SUPPORT, F-PROFILE

HOLLOW METAL DOOR FRAME

T - PROFILE BY RAINSCREEN

MANUFACTURER

3/ 4"

3/ 8"

2X WOOD BLOCKING

2X COMPOSITE LUMBER

WATER IMPERVIOUS FOAM SEALER

3"

PAINTED GYPSUM BOARD

2X WOOD BLOCKING

DOOR AS SCHEDULED

JAMB ANCHORS

VINYL CORNER BEAD

EXTERIOR / WET LOCATION LINEAR LED BY

KELVIX OR APPROVED EQUAL

EW 6

RAINSCREEN SYSTEM BEYOND

WALL BEYOND DOOR AS SCHEDULED

ADA COMPLIANT THRESHOLD. PEMKO

MODEL 276 USED AS BASIS OF DESIGN.

SET IN BED OF MASTIC SEALANT

ENTRY SLAB

SEE STRUCTURAL PLANS FOR

REINFORCEMENT IN THIS AREA

ICF WALL

HOLLOW METAL FRAME BEYOND

CONCRETE SLAB

1/2" CLOSED CELL

POLYETHYLENE FOAM

EXPANSION JOINT

WATERPROOF MEMBRANE

2" RIGID INSULATION,

MINIMUM 24" UNDER

SLAB. R-10 MINIMUM

4" CRUSHED STONE

PAINTED GYPSUM BOARD

2X WOOD BLOCKING

2X COMPOSITE LUMBER

1' - 5 1/2"

SEALANT AT PERMITER

HOLLOW METAL DOOR FRAME

DOOR AS SCHEDULED

3"

SEE STRUCTURAL FOR

LINTEL REINFORCEMENT

VINYL CORNER BEAD

VINYL CORNER BEAD

PAINTED GYPSUM BOARD

2X WOOD BLOCKING

2X COMPOSITE LUMBER

1' - 5 1/2"

SEALANT AT PERMITER

HOLLOW METAL DOOR FRAME

DOOR AS SCHEDULED

VINYL CORNER BEAD VINYL CORNER BEAD

SEALANT AT PERMITER

HOLLOW METAL DOOR FRAME

2X WOOD BLOCKING

DOOR AS SCHEDULED

2X COMPOSITE LUMBER

CLOSURE / POUR STOP

PAINTED GYPSUM BOARD

GLASS FIBER REINFORCED

CEMENT BOARD SHEATHING

INSULATED CONCRETE FORM

WALL, SEE STRUCTURAL PLANS

FOR LINTEL REINFORCEMENT

VINYL CORNER BEAD

STARTER STRIP AS PER

SIDING MANUFACTURER

Z-FLASHING

FIBER CEMENT TRIM BOARD

FIBER CEMENT LAP SIDING

VAPOR BARRIER

1/

4" MIN. 1 1/4" OVERLAP

2 1/2"

EW10

SEALANT AT PERMITER

HOLLOW METAL DOOR FRAME

2X WOOD BLOCKING

DOOR AS SCHEDULED

2X COMPOSITE LUMBER

JAMB ANCHORS

PAINTED GYPSUM BOARD

ICF WALL SYSTEM

VINYL CORNER BEAD

SEALANT

GLASS FIBER REINFORCED

CEMENT BOARD SHEATHING

FIBER CEMENT TRIM BOARD

FIBER CEMENT LAP SIDING

VAPOR BARRIER

2 1/2"

EW10

STUCCO SYSTEM ON ICF BEYOND

WALL BEYOND DOOR AS SCHEDULED

ADA COMPLIANT THRESHOLD. PEMKO

MODEL 276 USED AS BASIS OF DESIGN.

SET IN BED OF MASTIC SEALANT

ENTRY SLAB

SEE STRUCTURAL PLANS FOR

REINFORCEMENT IN THIS AREA

ICF WALL

1/2" CLOSED CELL

POLYETHYLENE FOAM

EXPANSION JOINT

HOLLOW METAL FRAME BEYOND

WATERPROOF MEMBRANE

2" RIGID INSULATION,

MINIMUM 24" UNDER

SLAB. R-10 MINIMUM

4" CRUSHED STONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 8:

P

M

22-AE606

BUILDING 22A DOOR DETAILS & SCHEDULE

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

3" = 1'-0"G DOOR HEAD DETAIL - EXTERIOR

3" = 1'-0"D DOOR JAMB DETAIL - EXTERIOR

3" = 1'-0"B DOOR THRESHOLD - EXTERIOR

3" = 1'-0"H DOOR HEAD DETAIL - INTERIOR

3" = 1'-0"E DOOR JAMB DETAIL - INTERIOR

3" = 1'-0"F DOOR HEAD DETAIL - EXTERIOR

3" = 1'-0"C DOOR JAMB DETAIL - EXTERIOR

3" = 1'-0"A DOOR THRESHOLD - EXTERIOR

BUILDING 22 DOOR AND FRAME SCHEDULE

DOOR FRAME

FIRE

RATING

HARDWARE

SET REMARKSNUMBER

SIZE

TYPE MATERIAL TYPE MATERIAL

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

22-B102 3' - 0" 7' - 0" 1 3/4" F WD 1 HM H1 J1 - C LABEL HW-5

22-B102A 3' - 0" 7' - 0" 1 3/4" F WD 1 HM H1 J1 B LABEL HW-5

22-B103 3' - 0" 7' - 0" 1 3/4" F HM 1 HM H1 J1 - HW-2

22-B105 6' - 0" 8' - 0" 1 3/4" FF HM 1 HM H1 J1 HW-14

22-B106 6' - 0" 8' - 0" 1 3/4" FF HM 1 HM H1 J1 - HW-14

22-B106A 3' - 0" 8' - 0" 1 3/4" F HM 1 HM H1 J1 - - HW-12

22-B106C 3' - 0" 8' - 0" 1 3/4" F HM 1 HM H1 J1 - HW-3

22-B106D 3' - 0" 7' - 0" 1 3/4" F WD 1 HM H1 J1 - C LABEL HW-4

22-B107 3' - 0" 7' - 0" 1 3/4" F WD 1 HM H1 J1 - HW-13

22-B108 3' - 0" 7' - 0" 1 3/4" F HM 1 HM H1 J1 - HW-3E

22-B109 3' - 0" 8' - 0" 1 3/4" F HM 1 HM H1 J1 - HW-3

22-B110 3' - 0" 8' - 0" 1 3/4" F HM 1 HM H1 J1 - HW-4

22-107 3' - 0" 7' - 0" 1 3/4" F WD 1 HM H1 J1 B LABEL HW-5

22-108 3' - 0" 7' - 0" 1 3/4" F HM 1 HM H1 J1 - HW-2

22-109 3' - 0" 7' - 0" 1 3/4" F HM 1 HM H1 J1 - HW-3

22-110 3' - 0" 7' - 0" 1 3/4" F WD 1 HM H1 J1 - C LABEL HW-5

22-120 3' - 0" 7' - 0" 1 3/4" G2 HM 2 HM H1 J2 HW-4B

22-146 3' - 0" 7' - 0" 1 3/4" F WD 1 HM H1 J1 HW-4A

22-147 3' - 0" 7' - 0" 1 3/4" F HM 1 HM H1 J1 - HW-2

22-204A 3' - 0" 7' - 0" 1 3/4" F WD 1 HM H1 J1 - C LABEL HW-5

22-204B 3' - 0" 7' - 0" 1 3/4" F HM 1 HM H1 J1 - HW-E4

22-207 3' - 0" 7' - 0" 1 3/4" F WD 1 HM H1 J1 B LABEL HW-5

1 10-25-2022 Post 100% Revisions

N

BUILDING 22

GENERAL AREA OF WORK

NORTHAMPTON

T11

13S

20 1C

9A 30

EXISTING

STORM MH

ROOF DRAIN

PROPOSED PAD MOUNTED

TRANSFORMERS (SEE

ELECTRICAL PLANS)

PROPOSED SITE LIGHT (SEE ELECTRICAL PLANS)

PROPOSED PEDESTRIAN GATE

GRANITE CURB

MANHOLE (SEE ELECTRICAL PLANS)

EXF-2

PROPOSED FLOOD

LIGHT 3 FEET OFF

BUILDING

PROPOSED CONCRETE

GENERATOR PAD SIZE TO BE

COORDINATED WITH THE

GENERATOR SIZE PRIOR TO

INSTALLATION

EXF-1

WALL PACK

EXF-6

ILLUMINATED

BOLLARD

EXF-6

ILLUMINATED

BOLLARD

EXF-2

PROPOSED FLOOD LIGHT 3

FEET OFF BUILDING

EXF-2

PROPOSED FLOOD LIGHT 3

FEET OFF BUILDING

EXF-4

EXF-5

BOLLARDS, SEE CIVIL

DRAWINGS

EXISTING

BUILDING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Number Date Revision FO R B

ID

C :\U se rs

\J C ag lio ne \D oc um en ts

\2 1-

U

SD

VA

-1

5_ D at a

C en te r_

C G ea ry

_A ce la .rv t 6/

2/

:2 8:

P

M

22-AS102

ARCHITECTURAL SITE PLAN

06/06/2023

Edward P. Boland VA Medical Center

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN

MASSACHUSETTS

ISSUED FOR BID

21-USDVA-15

N SITE KEY PLAN

1" = 10'-0"1 NEW SITE PLAN

1 10-25-2022 Post 100% Revisions

BUILDING 25

N O

R

TH

AM

PTO

N

T11

13S

9A

N

ETR

7 7A

BME 1

TR

B02A

25-AE102

PATIENT

EFFECTS

25-B02

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Office of Construction and

Management

C U s e rs

\J C a g lio n e

\D o c u m e n ts \6

-2

-7

-0

-2

C

G e a ry

A c e la .r v t

/2

/2

:1

:1

A

M

25-AE101

BUILDING 25 (EAGLE) BASEMENT COMPOSITE PLAN -

AREA OF WORK

06/06/2023

Edward P. Boland VA Medical Center

MULTIPLE

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

ISSUED FOR BID

FULLY SPRINKLERED

21-USDVA-15

N

P N

SITE KEY PLAN

1/8" = 1'-0"1

BASEMENT PLAN

Revisions: Date:

BUILDING 25

N O

R

TH

AM

PTO

N

T11

13S

9A

N

ETR

7 7A

BME 1

PATH OF EGRESS

TRAVEL = 49' - 0"

TR

B02A

2HR

PATIENT

EFFECTS

25-B02

2HR

2HR2HR

FIRE RATING LEGEND

SYMBOL

(NUMBER SHOWS OPENING RATING)

BARRIER OPENING RATING

CORRIDOR POSITIVE LATCH DOOR HARDWARE(SMOKE BARRIER)

EXISTING 45 MIN.

EXISTING

ONE HOUR1HR

SM

NOTE: FOR SCHEDULED OPENINGS WHERE SMOKE AND FIRE SEPARATIONS COINCIDE,THE MORE STRINGENT FIRE RATING SHALL APPLY. REFER TO THE PARTITION SCHEDULE FOR FIRE RESISTIVE REFERENCES.

FIRE EXTINGUISHER, PROVIDE 'S12' SIGNAGE AT ALL NEW EXTINGUISHER

LOCATIONS

INDICATES PATH OF TRAVEL TO POINT OF EXIT (FROM COMMON PATH OF TRAVEL)

EXISTING 90 MIN.2HR

EXISTING

TWO HOUR

APPLICABLE CODES:

• NFPA 13-2022 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• NFPA 14-2019 STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOUSE SYSTEMS

• NFPA 24-2022 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR

APPURTENANCES

• NFPA 70-2020 NATIONAL ELECTRICAL CODE

• NFPA 72-2022 NATIONAL FIRE ALARM CODE

• NFPA 90A-2021 STANDARD FOR HEALTH CARE FACILITIES

• NFPA 99-2021 STANDARD FOR HEALTH CARE FACILITIES

• NFPA 101-2021 LIFE SAFETY CODE

• NFPA 220-2021 STANDARD ON TYPES OF BUILDING CONSTRUCTION

• NFPA 291-2022 RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS

• NFPA 1963-2019 STANDARD FOR FIRE HOSE CONNECTIONS

• VA DESIGN GUIDE AND TECHNICAL GUIDE

• VA FIRE PROTECTION DESIGN MANUAL - JUNE 2021

• UNIFORM FEDERAL ACCESSIBILITY STANDARDS WITH VA BARRIER FREE DESIGN GUIDE (PG 18-13)

CHAPTER 6: CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENTS

CHAPTER 39: EXISTING BUSINESS OCCUPANCIES

FIRE SUPPRESSION

FULLY SPRINKLERED

CONSTRUCTION TYPE: TYPE II - 222

NFPA 220 2021 TABLE (4.1.1)

FIRE RESISTANCE RATINGS

ALL WORK PERFORMED COMPLIES WITH EXISTING BUILDING CONSTRUCTION TYPE AND FIRE

RESISTANCE RATINGS

MEANS OF EGRESS CAPACITY

NO CHANGE IN OCCUPANCY.

EXIT ENCLOSURES/PASSAGEWAYS (7.1.3.2.1)

EXISTING TO REMAIN - NO CHANGE IN CAPACITY OR OCCUPANCY

SHAFT ENCLOSURES (8.6.5)

1 HOUR FOR LESS THAN 4 STORIES

2 HOURS FOR 4 STORIES OR MORE

EXIT ACCESS CORRIDORS (38.3.6.1)

NO RATING REQUIRED. LIMIT THE TRANSFER OF SMOKE

STAIRS (7.1.3.2.1A)

2 HOURS FOR 4 STORIES OR MORE

CORRIDOR WIDTH (39.2.3.2)

44" MINIMUM (6'-0" VA STANDARD)

DEAD END CORRIDORS (39.2.5.2)

50' MAXIMUM

HAZARDOUS AREA PROTECTION (39.3.2.1; 8.7.1.1)

HIGH HAZARD AREAS (8.7.1.1)

TRAVEL DISTANCES (39.2.6.3)

300' MAXIMUM

COMMON PATH (39.2.5.2.1)

100' MAXIMUM

BUILDING SIZE

EXISTING TO REMAIN. NO CHANGE IN BUILDING SIZE/ SQUARE

FOOTAGE

BUILDING HEIGHT

EXISTING TO REMAIN. NO CHANGE IN BUILDING HEIGHT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Office of Construction and

Management

C U s e rs

\J C a g lio n e

\D o c u m e n ts \6

-2

-7

-0

-2

C

G e a ry

A c e la .r v t

/2

/2

:1

:2

A

M

25-AE102

BUILDING 25 BASEMENT LIFE SAFETY PLAN

06/06/2023

Edward P. Boland VA Medical Center

MULTIPLE

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

ISSUED FOR BID

FULLY SPRINKLERED

21-USDVA-15

N

P N

SITE KEY PLAN

1/8" = 1'-0"1

BASEMENT PLAN - LIFE SAFETY

LIFE SAFETY CODE INFORMATION

Revisions: Date:

F

EXISTING CONSTRUCTION TO REMAIN. PATCH AS

REQUIRED BY THE SPECIFICATIONS WITHIN THE

CONTRACT AREA.

EXISTING WALL CONSTRUCTION SHOWN DASHED TO BE

DEMOLISHED AND REMOVED IN ITS ENTIRETY

EXISTING DOOR, HARDWARE AND HM FRAME SHOWN AS

HATCHED TO BE REMOVED IN ITS ENTIRETY

EXISTING LIGHT FIXTURE TO BE REMOVED

SPRINKLER HEAD TO BE REMOVED: MODIFY EXISTING

FIRE PROTECTION SYSTEM AS REQUIRED FOR NEW

WORK

EXISTING WIRELESS ACCESS POINT TO BE

SALVAGED AND PROTECTED IN PLACE

F FIRE STROBE TO BE REMOVED: MODIFY EXISTING

SYSTEM AS REQUIRED FOR NEW WORK

GENERAL AREA OF WORK N

P N

OFFICE

F1

DEMO OPNG

3' - 4" +/- 9' - 5 7/8" +/-

D1

A1

A3

A2

ROOM

TR

B02A

25-002A

HW-4A

CR

9' - 0 3/8"

A1

NEW DATA RACKS -

REFER TO

TELECOMMUNICATION

DRAWINGS, TYP

25-B02

HW-3

PATIENT

EFFECTS

25-B02

S1S10

ROOM

4' - 2"

TR

B02A

PATIENT

EFFECTS

25-B02

E/ GC601

F2

F1

F1

MECHANICAL

ROOM

BMC-1

ROOM

FLOOR= VT-1

WALLS= P-1 OVER 3/4" FIRE

RETARDANT PLYWOOD

BASE= RB-2

FLOOR= PAINT, SEE COR

WALLS= P-1

BASE= RB-2

OFFICE

A B

ROOM

(E) OPEN TO

STRUCTURE

ABOVE

TR

B02A

DASHED LINES INDICATE LOCATION

OF DATA RACK BELOW, TYP

PATIENT

EFFECTS

25-B02

AT-1

8' - 6"

ROOM

OPEN TO

STRUCTURE

ABOVE

1' - 7" 1' - 7"

/4

CABLE TRAY

ABOVE, TYP. SEE

TECHNOLOGY

DWGS

EXISTING CONSTRUCTION TO REMAIN. PATCH AS

REQUIRED FOR NEW FINISHES IF INDICATED ON

FINISH SCHEDULE.

NEW CONSTRUCTION

CR INDICATES SCRAMBLE PAD CARD READER LOCATION

S# "S#" INDICATES SIGNAGE LOCATION.

SEE DOOR DETAILS SHEET FOR SIGNAGE TYPES

NEW RECESSED 2X2 LIGHT FIXTURE

NEW 2X2 CEILING TILE SYSTEM

NEW LINEAR PENDANT LIGHT FIXTURE, BOT OF

FIXTURE 8'-0" ABOVE FLOOR UNLESS NOTED.

FLOORING FINISH: VT-1

1. INSTALL MONOLITHICALLY

2. TILES TO BE CENTERED WITHIN ROOM IN

BOTH DIRECTIONS

TR ROOM FINISH NOTE:

IN ALL TR SPACES, PLYWOOD IS ABOVE THE BASE

TO 8'-0" AFF, AND EXCLUDE SHORT RETURN

WALLS. PAINT PLYWOOD AND ALL WALLS P-1.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

ACELAJLH

Office of Construction and Management

C U s e rs

\J C a g lio n e

\D o c u m e n ts \6

-2

-7

-0

-2

C

G e a ry

A c e la .r v t

/2

/2

:2

:0

A

M

25-AE103

BUILDING 25 BASEMENT FLOOR PLANS - TR B02A

06/06/2023

Edward P. Boland VA Medical Center

MULTIPLE

621-21-700EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

ISSUED FOR BID

FULLY SPRINKLERED

21-USDVA-15

DEMOLITION LEGEND - FLOOR PLAN

DEMOLITION LEGEND - RCP

BASEMENT - EAGLE BUILDING

1/4" = 1'-0"1

BASEMENT PLAN - DEMOLITION

1/4" = 1'-0"2

BASEMENT PLAN - NEW WORK

1/4" = 1'-0"3

BASEMENT PLAN - FINISHES

1/4" = 1'-0"4

BASEMENT RCP - DEMO

1/4" = 1'-0"5

BASEMENT RCP - NEW WORK

NEW WORK LEGEND - FLOOR PLAN

NEW WORK LEGEND - RCP

FLOOR FINISH LEGEND

DEMO KEYNOTES - TR 25-B02A

MARK DESCRIPTION

A1 REMOVE PORTION OF EXISTING WALL FOR NEW DOOR OPENING.

A2 EXISTING WALL MOUNTED HAND SANITIZER DISPENSER IS TO BE REMOVED AND SALVAGED FOR BUILDING STOCK

A3 VA TO RELOCATE ALL FURNITURE / WALL MOUNTED ITEMS AS REQUIRED. THIS INCLUDES BUT IS NOT LIMITED TO DESKS, SEATING, CAGE SHELVING, OPEN SHELVING, AND WALL MOUNTED MARKER BOARDS

D1 REMOVE EXISTING DOOR, FRAME, AND HARDWARE. OPENING IS TO BE PREPPED FOR NEW DOOR AND FRAME

F1 REMOVE EXISTING CARPET TILE FLOORING AND RUBBER WALL BASE THROUGHOUT. PREP FLOOR SLAB FOR NEW FINISH THROUGHOUT

DEMO RCP KEYNOTES - TR 25-B02A

MARK DESCRIPTION

A EXISTING PENDANT LIGHT FIXTURES ARE TO BE REMOVED IN…