Attachment 04 - Architectural Drawings - Pt 2.pdf

CG

1 HR FIRE RATING:

PLANS & SECTIONS

PLAN & SECTION DETAILS

LEGEND:

NOTE: SEE SHEET GI002 FOR GENERAL NOTES.

SMOKE PARTITION:

PLAN & SECTION DETAILS

2-8

2-F

E4

E1

C3

5" STRUCTURAL COLUMN.

SEE STRUCTURAL DWGS.

STRUCTURAL CROSS-

BRACE BELOW. SEE

STRUCTURAL DWGS.

/8

M4A

MTL STUD TRACK

SECURED TO CROSS-

BRACE BELOW

CONT. VERTICAL

SEALANT AND BACKER

ROD, TYP.

1HR FIRE RATING AT

STAIR SHAFT TO EXTEND

TO EXTERIOR SIDE OF

WALL, TYP.

MASONRY ANCHOR

EXTERIOR WALL AS

SCHEDULED

2-8

5"

M4A

M1A

C3

FOUNDATION WALL. SEE

STRUCTURAL DWGS

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

2-6

2-E

2-F

3" 3"

E1

E2

M6

M2A

BRICK BANDING BELOW, TYP

MASONRY ANCHOR

EXTERIOR WALL AS SCHEDULED

1" TYP

2-A

2-2.1

M4A

M2A

M4A

M2A

CORNER GUARD AT ALL

OUTSIDE CORNERS

5/8" GWB OVER 7/8"

HAT CHANNEL

CONCRETE PIER. SEE

STRUCTURAL DWGS

M4

FOUNDATION WALL. SEE

STRUCTURAL DWGS

BATTS INSULATION,

TYP

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

CORNER BEAD, TYP

2-6

2-E

2-F

3" 3"

E1

E2

M6

M2A

1/2" BACKER ROD AND

SEALANT

FILL CAVITY WITH SOLID GROUT

EXTERIOR WALL AS SCHEDULED

PRECAST EXTERIOR WALL

BASE

AE204

2-1

2-B

D9

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

FOUNDATION WALL. SEE

STRUCTURAL DWGS

M4A

M2A

M2A

EXISTING FOUNDATION

WALL

CORNER GUARD AT ALL

OUTSIDE CORNERS

5/8" GWB OVER 7/8"

HAT CHANNEL

CONCRETE PIER. SEE

STRUCTURAL DWGS

BATTS INSULATION,

TYP

CORNER BEAD, TYP

PATCH, REPAIR AND

FINISH EXISTING GWB

SURFACE AS REQUIRED

TO MATCH EXISTING

SCHEDULED DOOR

WOOD BLOCKING

M4A

5/8" GWB OVER HAT

CHANNEL, TYP

PATCH, REPAIR AND FINISH

EXISTING GWB SURFACE AS

REQUIRED TO MATCH EXISTING

SCHEDULED DOOR

EXISTING

FOUNDATION WALL

1"

VIF

+/- 7 3/8"

WOOD BLOCKING

WOOD LOOK WALL

PANEL SYSTEM

/4

"ALUMINUM

EDGE TRIM

SIDING SYSTEM

MOUNTING CLIP &SYSTEM

SPECIFIC FASTENER,

ATTACHED TO PLYWOOD

BACKER

4" WIDE 5/58" FIRE RATED

PLYWOOD (SPACE 20" O.C.),

PAINT BACKER BLACK TO

HIDE GAPS AT VERTICAL BUTT

JOINTS BETWEEN PLANKS

2-8

E4

M4A

C3

E2

1/2" BACKER ROD

AND SEALANT

3 5/8"

4 5/8"

CONT. BACKER

ROD AND SEALANT

MASONRY ANCHOR

EXTERIOR WALL AS

SCHEDULED

2-6

2-A

E2

M6B

M4A

PROVIDE SPRAY FOAM INSULATION TO

MATCH THICKNESS OF SPRAY FOAM IN

EXTERIOR ASSEMBLY

WOOD BLOCKING

PROVIDE CONTINUOUS SMOKE SEAL

JOINT, TYP.

STEEL COLUMN AND CROSS-BRACING.

SEE STRUCTURAL DWGS.

4" WALL EXPANSION JOINT.

BASIS OF DESIGN PRODUCT:

C-S GROUP MODEL FWSC-400

SCHEDULED DOOR

EXISTING PHASE 1

WALL ASSEMBLY

5/8" TYPE X GWB ON

EXISTING WALL (UL V497)

FIRESTOP ALL

PENETRATIONS

ALTER EXISTING WALL

TO ACHIEVE 1HR FIRE

RATING

M4A

4"

1"

DOOR THRESHOLD BELOW

EXTEND DOOR THRESHOLD BEYOND

WALL EXPANSION JOINT, MIN 4"

SLAB EXPANSION JOINT BELOW

WOOD LOOK WALL

PANEL SYSTEM

ALUMINUM EDGE TRIM

SIDING SYSTEM MOUNTING

CLIP &SYSTEM SPECIFIC

FASTENER, ATTACHED TO

PLYWOOD BACKER

4" WIDE 5/58" FIRE RATED

PLYWOOD (SPACE 20" O.C.),

PAINT BACKER BLACK TO HIDE

GAPS AT VERTICAL BUTT

JOINTS BETWEEN PLANKS

/4

2-A

2-7

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

CORNER GUARD AT ALL

OUTSIDE CORNERS

5/8" GWB OVER 7/8"

HAT CHANNEL

CONCRETE PIER. SEE

STRUCTURAL DWGS

FOUNDATION WALL. SEE

STRUCTURAL DWGS

BATTS INSULATION,

TYP

CORNER BEAD, TYP

2-A

2-5 CORNER GUARD AT ALL

OUTSIDE CORNERS

5/8" GWB OVER 7/8"

HAT CHANNEL

CORNER BEAD, TYP

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

FOUNDATION WALL. SEE

STRUCTURAL DWGS

M4A

M2A

2-8

2-C M4A

C3

M6

3/4" 5"

MASONRY ANCHORS

BACKER ROD AND

SEALANT AT ALL SIDES

DOOR AND FRAME AS

SCHEDULED

GWB RETURN AT

DOOR JAMB, TYP.

CORNER BEAD AT ALL

OUTSIDE CORNERS,

J BEAD AT ALL GWB

RETURNS

WOOD BLOCKING

CONTINUOUS SEALANT

2-8

E4

M4A

C3

E2

1/2" BACKER ROD AND

SEALANT

FILL CAVITY WITH SOLID GROUT

3 5/8"

5"

CONT. BACKER

ROD AND SEALANT

STRUCTURAL CROSS-

BRACE BELOW. SEE

STRUCTURAL DWGS.

MTL STUD TRACK

SECURED TO CROSS-

BRACE BELOW

PRECAST EXTERIOR WALL BASE

EXTERIOR WALL AS

SCHEDULED

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

:1

:4

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

AE501

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

RBB BRS04 FEB 2022

100% CD SUBMISSIONPLAN DETAILS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

1 1/2" = 1'-0"

B1 LEVEL B - STAIR 3 EXTERIOR WALL TRANSITION

1 1/2" = 1'-0"

B3 LEVEL B - STAIR 3 CORNER TRANSITION

1 1/2" = 1'-0"

B5 LEVEL B - FACADE TRANSITION

1 1/2" = 1'-0"

D1 LEVEL B - FOUNDATION PIER

1 1/2" = 1'-0"

D5 LEVEL B - FACADE TRANSITION @ PRECAST PANEL

1 1/2" = 1'-0"

B7 LEVEL B - FOUNDATION PIER

1 1/2" = 1'-0"

D9 LEVEL B - OPENING JAMB @ PHASE 2 ENTRY

1 1/2" = 1'-0"

F3 LEVEL 1 - STAIR 3 CORNER TRANSITION

1 1/2" = 1'-0"

F5 LEVEL 2 - 1 HR FIRE RATED PARTITION TERMINATION

1 1/2" = 1'-0"

F9 LEVEL 1 - OPENING JAMBE @ PHASE 2 ENTRY

1 1/2" = 1'-0"

D7 LEVEL B - TYP. CONCRETE PIER DETAIL 1

1 1/2" = 1'-0"

F7 LEVEL B - TYP. CONCRETE PIER DETAIL 2

1 1/2" = 1'-0"

D3 LEVEL B PLAN - STAIR 3 JAMB DETAIL

1 1/2" = 1'-0"

F1 LEVEL 1 - STAIR 3 CORNER TRANSITION @ PRECAST

Revisions: Revision Description Date:

C G

CG

C G

C G

1 HR FIRE RATING:

PLANS & SECTIONS

PLAN & SECTION DETAILS

LEGEND:

NOTE: SEE SHEET GI002 FOR GENERAL NOTES.

SMOKE PARTITION:

PLAN & SECTION DETAILS

2-A

2-5

E2

M8

PROVIDE SPRAY FOAM INSULATION TO

MATCH THICKNESS OF SPRAY FOAM IN

EXTERIOR ASSEMBLY

WOOD BLOCKING

STEEL COLUMN AND CROSS-BRACING.

SEE STRUCTURAL DWGS.

M2A

M2A

CORNER GUARD, TYP AT CORNERS

1' - 2"

2-2

2-E

E2

M4A

MASONRY ANCHOR

EXTERIOR WALL

AS SCHEDULED

SEE ELEVATIONS FOR

LOCATIONS AND ALIGNMENT

OF CMU FACADE CORNERS

AND COURSING ALIGNMENT

STRUCTURAL COLUMN.

SEE STRUCTURAL DWGS.

STRUCTURAL CROSS-BRACE

BELOW. SEE STRUCTURAL

DWGS.

MTL STUD TRACK SECURED

TO CROSS-BRACE BELOW

2-8

M6B

C3

M6A

5"

WOOD BLOCKING

PROVIDE CONTINUOUS SMOKE SEAL

JOINT, TYP.

STEEL COLUMN AND CROSS-

BRACING. SEE STRUCTURAL DWGS.

CORNER GUARD, TYP AT

CORNERS

M4A

M4A

M4A

M4A

M4

M6A

M4

E Q

E Q

TILE BACKSPLASH, SEE

INTERIOR DETAILS

DRINKING FOUNTAIN

1' - 6 5/8"

/8

/4

1' - 2 5/8"

.0

M4A

2-6

2-E

2-F

3 5/8"

E1

E2

M4A

M4A

BRICK VENEER BANDING

MASONRY ANCHOR

EXTERIOR WALL AS SCHEDULED

BRICK VENEER BELOW

1"

CORNER GUARD, TYP

WOOD BLOCKING, TYP

FULLY GROUTED CAVITY

BELOW GRADE

FOUNDATION WALL,

SEE STRUCT. DWGS.

CMU WALL, AS SCHEDULED

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

E4

1 1/2" MTL STUD @ 16" OC

4" WALL EXPANSION JOINT.

BASIS OF DESIGN PRODUCT:

C-S GROUP MODEL FWSC-400

SCHEDULED DOOR

PATCH, REPAIR AND

FINISH EXISTING

PARTITION AS

REQUIRED TO MATCH

EXISTING

M4A 4"

EXPANSION

JOINT BELOW

SLAB EXPANSION

JOINT BELOW

WOOD LOOK WALL

PANEL SYSTEM

ALUMINUM EDGE TRIM

SIDING SYSTEM MOUNTING

CLIP &SYSTEM SPECIFIC

FASTENER, ATTACHED TO

PLYWOOD BACKER

4" WIDE 5/58" FIRE RATED

PLYWOOD (SPACE 20" O.C.),

PAINT BACKER BLACK TO HIDE

GAPS AT VERTICAL BUTT

JOINTS BETWEEN PLANKS

/4

PRECAST BASE - PROFILE 'B'

PRECAST ANCHORS

FOUNDATION WALL,

SEE STRUCT. DWGS.

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

FULLY GROUT CAVITY

G

/4

M

IN4

1' - 10 5/8"

MIN

4"

M4A

M4A

SEE TYP SECTION

DETAILS FOR EDGE OF

FLOOR SLAB BELOW

EXISTING PHASE 1

EXTERIOR WALL

EXISTING METAL WALL PANEL

TO MODIFIED/REINSTALLED

AS REQUIRED. COORDINATE

WITH REMOVALS OF AD-101

MICROSPHERE-MODIFIED

100% ACRYLIC-

IMPREGNATED PRE

COMPRESSED FOAM. BASIS

OF DESIGN PRODUCT:

EMSEAL COLORSEAL

WATERTIGHT FACTORY

APPLIED SILICONE BELLOW.

FIELD APPLY CORNER BEAD,

BOTH SIDES. BASIS OF

DESIGN PRODUCT: EMSEAL

COLORSEAL

BENT BREAK METAL FILLER

PANEL, FULL HEIGHT TO

MATCH CURTAIN WALL

MULLION. EXTEND MIN 4"

BEHIND FACE OF CURTAIN

WALL MULLION AND SEALED

TO ROOF EXPANSION JOINT

ABOVE

FILL CAVITY WITH SPRAY

FOAM INSULATION

7" W LVL WINDOW BUCK

#12 TEK SCREWS SPACED

AT 6" O.C.

SCHEDULED CURTAIN WALL

WRAP AVB OVER

SHEATHING, TYP

MTL STUD FRAMING

CORNER POST ATTACHED

TO EDGE OF SLAB, ALL

LEVELS

BACKER ROAD AND SEALANT

*NOTE: FOR MORE INFORMATION ON ROOF TO WALL TRANSITION OF EXPANSION JOINT, SEE TYPICAL DETAIL /F1 AE608

BACKER ROD AND SEALANT

ALL SIDES

WOOD LOOK WALL

PANEL SYSTEM

ALUMINUM OUTSIDE

CORNER TRIM

ALUMINUM EDGE TRIM

SIDING SYSTEM

MOUNTING CLIP

&SYSTEM SPECIFIC

FASTENER, ATTACHED

TO PLYWOOD BACKER

4" WIDE 5/58" FIRE RATED

PLYWOOD (SPACE 20"

O.C.), PAINT BACKER

BLACK TO HIDE GAPS AT

VERTICAL BUTT JOINTS

BETWEEN PLANKS

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

:1

:5

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

AE502

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

RBB BRS04 FEB 2022

100% CD SUBMISSIONPLAN DETAILS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

1 1/2" = 1'-0"

F3 LEVEL 1 - TYP. DETAIL @ EXTERIOR WALL COLUMN

1 1/2" = 1'-0"

B5 LEVEL 1 - TYP. EXTERIOR CORNER

1 1/2" = 1'-0"

D5 LEVEL 2 - TYP. RATED PARTITION @ STAIR 3

1 1/2" = 1'-0"

D7 LEVEL 2 - DRINKING FOUNTAIN ALCOVE

1 1/2" = 1'-0"

F7 LEVEL 2 - EXTERIOR WALL CORNER @ BRICK COURSING

1 1/2" = 1'-0"

B3 LEVEL B - STAIR 3 FOUNDATION WALL TRANSITION

1 1/2" = 1'-0"

F5 LEVEL 2 - EXPANSION JOINT

1 1/2" = 1'-0"

D3 TYP FOUNDATION TO PRECAST PANEL

1 1/2" = 1'-0"

F1 TYP CURTAIN WALL JAMB @ EXPANSION JOINT - WEST FLR. 1

& 2

1' - 1"

3/4" PLYWOOD SHEATHING, TYP.

FILL W/RIGID INSULATION

BLOCKING, TYP.

FACE OF PLYWOOD

FACE OF INSULATION

ALIGN

ALIGN

NOTE: ANCHOR PARAPET LADDER FRAMING

TO STUD WALL. DO NOT ANCHOR TO VENEER.

LEVEL B

73' - 0"

2-A

BASEMENT LEVEL

73' - 0"

1" RIGID INSULATION

CONTINUOUS VAPOR

RETARDER UNDER SLAB

2" RIGID INSULATION TO BE CONTINUOUS

UNDER SLAB AND TO TOP OF FOOTING

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

PERIMETER DRAIN,

SEE CIVIL DWGS.

CONTINUOUS WATERSTOP

CONTINUE VAPOR RETARDER PAST

TOP OF SLAB, SEAL TO WALL AND

COUNTERFLASH

CONCRETE FOUNDATION

WALL, SEE STRUCT. DWGS.

CONCRETE FOOTING,

SEE STRUCT. DWGS.

WALL TYPE AS SCHEDULED

CONCRETE SLAB, SEE STRUCT. DWGS.

CRUSHED STONE, SEE

STRUCT. DWGS.

2-E

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

PRECAST BASE - PROFILE 'B'

FILL CAVITY WITH

SOLID GROUT

MASONRY ANCHORS

CONTINUOUS SSTL THROUGH-

WALL FLASHING TO EXTEND UP

WALL 8" MIN. HOLD FLASHING

BACK 1/2" FROM PRECAST

FACE AND SET BOTTOM LEG IN

FULL BED OF MASTIC, TYP.

COUNTER FLASH WITH AIR

BARRIER MEMBRANE, TYP.

PERIMETER DRAIN

1" RIGID

INSULATION

VAPOR RETARDER TO BE

CONTINUOUS UNDER SLAB

2" RIGID INSULATION

TO BE CONTINUOUS

UNDER SLAB AND TO

TOP OF FOOTING

CRUSHED STONE, SEE

STRUCT. DWGS.

CONTINUOUS WATERSTOP

CONTINUE VAPOR

RETARDER PAST TOP

OF SLAB AND TAPE

TO WALL

MORTAR NET, MIN

10" HIGH TYP.

2 1/2" RIGID INSULATION

WEEP

CONCRETE SLAB,

SEE STRUCT.

DWGS.

WALL BASE AS

SCHEDULED

GRADE, SEE CIVIL DWGS.

PRECAST ANCHOR, TYP.

BRICK OR CMU VENEER

V A

R

IE

S

ROOF

113' - 8"

2-E

MASONRY ANCHOR

VENT

PRECAST COPING,

PROFILE 'A'

METAL FLASHING

W/ DRIP EDGE

TWO PIECE METAL

FLASHING W/ DRIP EDGE

PRECAST COPING

ANCHOR

ROOF AS SCHEDULED

RUN ROOF AVB OVER

PARAPET AND LAP

OVER WALL AVB

3/4" EXTERIOR

PLYWOOD OVER 2 1/2"

RIGID INSULATION

TERMINATION BAR

AND SEALANT

P.T. CANT

E2

STRUCTURAL STEEL,

SEE STRUC. DWGS.

METAL ROOF DECK,

SEE STRUC. DWGS.

TOP CFMF TRACK

AND PARAPET TO

BE DESIGNED TO

SUPPORT LOADS

FROM PRECAST

COPING

CMU COURSING,

SEE SECTION

AND ELEVATION

FILL WITH BATT

INSULATION, TYP.

BRICK COURSING,

SEE SECTION AND

ELEVATION

CMU BEYOND

1"

AE510

A8

Sim

E1

DEFLECTION TRACK

FILL CAVITY WITH

MINERAL FIBER

INSULATION

ROOF

113' - 8"

2-8

MASONRY ANCHOR

VENT

PRECAST COPING,

PROFILE 'A'

METAL FLASHING

W/ DRIP EDGE

TWO PIECE METAL

FLASHING W/ DRIP EDGE

PRECAST COPING

ANCHOR

ROOF AS SCHEDULED

RUN ROOF AVB OVER

PARAPET AND LAP

OVER WALL AVB

3/4" EXTERIOR

PLYWOOD OVER 2 1/2"

RIGID INSULATION

TERMINATION BAR

AND SEALANT

P.T. CANTE2

STRUCTURAL STEEL,

SEE STRUC. DWGS.

METAL ROOF DECK,

SEE STRUC. DWGS.

AE510

A8

Sim

TOP CFMF TRACK

AND PARAPET TO

BE DESIGNED TO

SUPPORT LOADS

FROM PRECAST

COPING

CMU COURSING,

SEE SECTION

AND ELEVATION

FILL WITH BATT

INSULATION, TYP.

DEFLECTION TRACK

FILL CAVITY WITH

MINERAL FIBER

INSULATION

ROOF

113' - 8"

2-E2-F

ROOF AS SCHEDULED

STEEL BEAMS, SEE

STRUCT. DWGS.

METAL ROOF DECK, SEE STRUCT. DWGS.

P.T. CANT

STEEL PLATE, SEE STRUCT. DWGS.

TWO PIECE METAL THROUGH-WALL FLASHING,

RUN 8" UP WALL, TYP.

TERMINATION BAR & SEALANT

RELIEVING ANGLE ATTACHED TO BEAM

BEHIND, SEE STRUCT. DWGS. SEAL AVB

AROUND EXTERIOR WALL PENETRATION

MORTAR NET,

MIN 10" HIGH TYP.

WEEP

3/4" PLYWOOD OVER RIGID INSULATION

ALIGN W/ F.O. CMU ABOVE

E2

AE510

A8

Sim

VENT

PRECAST COPING,

PROFILE 'A'

TWO PIECE METAL FLASHING W/

DRIP EDGE

PRECAST COPING ANCHOR

RUN ROOF AVB OVER PARAPET

AND LAP OVER WALL AVB

3/4" EXTERIOR PLYWOOD OVER

2 1/2" RIGID INSULATION

TERMINATION BAR AND SEALANT

MASONRY ANCHOR

TOP CFMF TRACK AND PARAPET TO BE

DESIGNED TO SUPPORT LOADS FROM

PRECAST COPING

METAL FLASHING

W/ DRIP EDGE

VENT

BRICK COURSING, SEE

SECTION

AND ELEVATION

PROVIDE SINGLE,

CONTINUOUS METAL

FLASHING BENT AND TURNED

UP BEHIND TERMINATION BAR

TWO PIECE SNAP-

FLASHING WITH CONT.

CLEAT, LAP AND SEAL

TO ROOF MEMBRANE

WRAP AVB OVER

LADDER FRAMING, TYP

DEFLECTION TRACK,

TYP

BLOCKING

1"

E1

AE510

B8

Sim

SLOPE 1/4"/1'-0"

RIGID INSULATION, TYP

COMPRESSIBLE JOINT

FILL CAVITY WITH MINERAL

FIBER INSULATION

3/4" PLYWOOD

SHEATHING, TYP.

FILL W/ RIGID INSULATION

BLOCKING, TYP.

1' - 4"

FACE OF BRICK

FACE OF STUD

NOTE: ANCHOR PARAPET LADDER FRAMING TO

STUD WALL. DO NOT ANCHOR TO VENEER.

ALIGN

3/4" PLYWOOD

SHEATHING, TYP.

FILL W/ RIGID

INSULATION

BLOCKING, TYP.

FACE OF

PLYWOOD

FACE OF BRICK NOTE: ANCHOR PARAPET LADDER FRAMING TO

STUD WALL. DO NOT ANCHOR TO VENEER.

ALIGN

2' - 8"

/4

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

:1

:0

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

AE510

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS04 FEB 2022

100% CD SUBMISSIONSECTION DETAILS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

3" = 1'-0" AE510

A8 TYP. PARAPET LADDER FRAMING - TYPE A

1 1/2" = 1'-0"

F1 TYPICAL FOOTING DETAIL @ RETAINING WALL

1 1/2" = 1'-0"

F8 FOUNDATION WALL DETAIL @ GRADE

1 1/2" = 1'-0"

C1 PARAPET DETAIL @ GRID 2-E

1 1/2" = 1'-0"

C3 PARAPET DETAIL @ GRID 2-8

1 1/2" = 1'-0"

C5 PARAPET DETAIL @ GRID 2-F & 2-E

3" = 1'-0"

C8 TYP. PARAPET LADDER FRAMING - TYPE C

3" = 1'-0"

B8 TYP. PARAPET LADDER FRAMING - TYPE B

/2

VENT

MASONRY ANCHOR

BRICK COURSING,

SEE SECTION

AND ELEVATION

E4

ROOF AS SCHEDULED

RUN ROOF AVB OVER

PARAPET AND LAP

OVER WALL AVB

LAP AND SEAL ROOF

MEMBRANE TO METAL

COPING W/COMPATIBLE

MEMBRANE FLASHING

AND SEALANT

TWO PIECE SNAP-FLASHING

WITH CONT. CLEAT, LAP AND

SEAL TO ROOF MEMBRANE

WRAP AVB OVER

LADDER FRAMING

STRUC. STEEL. SEE

STRUC. DWGS

ROOF EDGE BEYOND

BLOCKING

1" TYP.

/2

COMPRESSIBLE JOINT

AE510

C8

Sim

AE601

D5

Sim

METAL PANEL CLOSURE STRIP

TWO PIECE METAL THROUGH-WALL FLASHING TO EXTEND UP

WALL 8" MIN. COUNTER FLASH WITH AIR BARRIER MEMBRANE,

TYP .

TERMINATION BAR AND

SEALANT

EXISTING WALL ASSEMBLY. PROVIDE NEW

AVB AS REQUIRED FOR MODIFICATIONS

FOR NEW ROOF AND EXPANSION JOINT

INSTALLATION

ROOF AS SCHEDULED

P.T. CANT

SALVAGED METAL PANEL WITH INTEGRAL COPING: SEE

ELEVATIONS AND SECTIONS FOR SIZES AND LAYOUT

HORIZONTAL FURRING RAIL

2 1/2" RIGID INSULATION W/ TAPED SEEMS

EXISTING CONTINUOUS AIR VAPOR BARRIER,

PATCH AS NEEDED

SALVAGED VERTICAL FURRING SYSTEM FASTENED DIRECTLY

TO EXISTING CMU

CONT. EXPANSION JOINT COVER FULL PERIMETER,

LAP DOWN AND SPLICE/SEAL TO VERTICAL

EXPANSION JOINT, TYP.

BASIS OF DESIGN PRODUCT: EMSEAL ROOFJOINT

EXISTING WALL, ROOF AND PARAPET COMPONENTS TO

REMAIN. SEE REMOVAL ELEVATIONS

AND

/F1 AD201

/C1 AD201

LAP ROOFING MEMBRANE OVER EXPANSION JOINT

ASSEMBLY AND APPLY SPLICE CEMENT, TYP.

3/4" PLYWOOD OVER

3 5/8" CFM STUD AND

BATTS INSULATION

WRAP AVB OVER CFM

FRAMING, TYP

SCHEDULED PARTITION

DEFLECTION TRACK

4"

PROVIDE ADDITIONAL SPRAY FOAM

INSULATION FULL CAVITY

FILL CAVITY WITH MINERAL WOOL

INSUL, MIN R30

/4

/8

*NOTE: FOR MORE INFORMATION ON ROOF TO WALL TRANSITION OF EXPANSION JOINT, SEE TYPICAL DETAIL /F1 AE608

LEVEL B

73' - 0"

2-F

BASEMENT LEVEL

73' - 0"

WALL BASE AS

SCHEDULED

2" RIGID INSULATION

CRUSHED STONE,

SEE STRUCT.

DWGS.

CONTINUOUS 2" RIGID

INSULATION

CONCRETE SLAB,

SEE STRUCT. DWGS.

1" RIGID INSULATION

FOUNDATION WALL,

FOOTING AND BOND

BEAM, SEE STRUCT.

DWGS.

PERIMETER DRAIN,

SEE CIVIL DWGS.

FILL CAVITY WITH SOLID

GROUT BELOW GRADE

SSTL THROUGH-WALL

FLASHING TO EXTEND UP

WALL 8" MIN. COUNTER FLASH

WITH AIR BARRIER

MEMBRANE, TYP.

MORTAR NET, MIN 10" HIGH TYP.

WEEP

M

IN

V A

R

IE

S V

A R

IE

S

MASONRY ANCHOR

BRICK COURSING,

SEE ELEVATION

CONTINUOUS WATERSTOP

CONTINUE VAPOR

RETARDER PAST TOP

OF SLAB AND TAPE TO

WALL

VAPOR BARRIERGRADE, SEE CIVIL DWGS.

E1

1" TYP.

SELF ADHERED SHEET

WATERPROOFING

8"

BASEMENT LEVEL

73' - 0"

WALL BASE AS

SCHEDULED

2" RIGID INSULATION

CRUSHED STONE,

SEE STRUCT.

DWGS.

1" RIGID INSULATION

FOUNDATION WALL

AND FOOTING, SEE

STRUCT. DWGS.

PERIMETER DRAIN,

SEE CIVIL DWGS.

FILL CAVITY WITH SOLID

GROUT BELOW GRADE

SSTL THROUGH-WALL

FLASHING TO EXTEND UP

WALL 8" MIN. COUNTER FLASH

WITH AIR BARRIER

MEMBRANE, TYP.

MORTAR NET, MIN 10" HIGH TYP.

WEEP

M

IN

V A

R

IE

S V

A R

IE

S

MASONRY ANCHOR

BRICK COURSING, SEE

ELEVATION

CONTINUOUS WATERSTOP

CONTINUE VAPOR RETARDER

PAST TOP OF SLAB AND TAPE

TO WALL

EXTERIOR OUTLET,

SEE ELEC. DWGS.

GRADE, SEE CIVIL

DWGS.

E1

1" TYP.

8" 7 5/8"

2" RIGID INSULATION

DRAINAGE MAT

CONCRETE FOUNDATION

WALL, SEE STRUCT. DWGS.

SELF ADHERED SHEET

WATERPROOFING

LEVEL 2

99' - 8"

2-E

STEEL BEAMS, SEE

STRUCT. DWGS.

METAL THROUGH-WALL

FLASHING W/ DRIP EDGE TO

EXTEND UP WALL 8" MIN.

COUNTER FLASH WITH AIR

BARRIER MEMBRANE, TYP .

RELIEVING ANGLE ATTACHED TO

BEAM BEHIND, SEE STRUCT. DWGS.

SEAL AVB AROUND EXTERIOR WALL

PENETRATION

MORTAR NET,

MIN 10" HIGH TYP.

WEEP

BRICK VENEER COURSING

W/ LIPPED EDGE, TYP

SLAB EDGE SMOKE

STOP. SEE TYP.

FIRESTOPPING DETAILS

COMPOSITE

CONCRETE FLOOR,

SEE STRUCT. DWGS.

MASONRY ANCHOR

CMU RETURN BEYOND

LVL WINDOW BUCK

BACKER ROD AND

SEALANT BOTH SIDES

CFMF BOX BEAM

HEADER

STOREFRONT AS SCHEDULED

#12 TEK SCREWS

SPACED AT 6" O.C.

BRICK RETURN BEYOND

E1

TO F.O. FRAMING

4" F.O. MULLION

9"

ROOF

113' - 8"

2-8

ROOF AS SCHEDULED

STEEL BEAMS, SEE

STRUCT. DWGS.

P.T. CANT

TWO PIECE METAL

THROUGH-WALL FLASHING,

RUN 8" UP WALL, TYP.

TERMINATION BAR & SEALANT

RELIEVING ANGLE ATTACHED

TO BEAM BEHIND, SEE

STRUCT. DWGS.SEAL AVB

AROUND EXTERIOR WALL

PENETRATION

MORTAR NET,

MIN 10" HIGH TYP.

WEEP

3/4" PLYWOOD OVER RIGID

INSULATION ALIGN W/ F.O.

CMU ABOVE

P.T. CANT

ROOF SCHEDULED

E2

VENT

PRECAST COPING,

PROFILE 'A'

TWO PIECE METAL FLASHING W/

DRIP EDGE

PRECAST COPING ANCHOR

RUN ROOF AVB OVER PARAPET

AND LAP OVER WALL AVB

3/4" EXTERIOR PLYWOOD OVER

2 1/2" RIGID INSULATION

TERMINATION BAR AND SEALANT

MASONRY ANCHOR

TOP CFMF TRACK AND PARAPET TO BE

DESIGNED TO SUPPORT LOADS FROM

PRECAST COPING

METAL FLASHING

W/ DRIP EDGE

AE601

B1

Sim

DEFLECTION TRACK,

TYP.

(2) 5/8" GWB ON 4"

MTL STUD

SCHEDULED

PARTITION

AE510

A8

Sim

STRUC. STEEL. SEE

STRUC. DWGS

CEILING AS

SCEDULED

AE601

D5

Sim

ROOF

113' - 8"

2-22-2.1

ROOF AS SCHEDULED

STEEL BEAMS, SEE

STRUCT. DWGS.

P.T. CANT

TWO PIECE METAL THROUGH-

WALL FLASHING, RUN 8" UP

WALL, TYP.

TERMINATION BAR & SEALANT

RELIEVING ANGLE ATTACHED

TO BEAM BEHIND, SEE

STRUCT. DWGS.SEAL AVB

AROUND EXTERIOR WALL

PENETRATION

MORTAR NET, MIN 10" HIGH TYP.

WEEP

3/4" PLYWOOD OVER RIGID

INSULATION ALIGN W/ F.O. CMU

ABOVE

P.T. CANT

ROOF SCHEDULED

E2

VENT

PRECAST COPING,

PROFILE 'A'

TWO PIECE METAL FLASHING W/

DRIP EDGE

PRECAST COPING ANCHOR

RUN ROOF AVB OVER PARAPET

AND LAP OVER WALL AVB

3/4" EXTERIOR PLYWOOD OVER

2 1/2" RIGID INSULATION

TERMINATION BAR AND SEALANT

MASONRY ANCHOR

TOP CFMF TRACK AND

PARAPET TO BE DESIGNED

TO SUPPORT LOADS FROM

PRECAST COPING

METAL FLASHING

W/ DRIP EDGE

AE510

A8

Sim

LEVEL 2

99' - 8"

2-E

E2

STEEL BEAMS, SEE

STRUCT. DWGS.

METAL THROUGH-WALL FLASHING

W/ DRIP EDGE TO EXTEND UP WALL

8" MIN. COUNTER FLASH WITH AIR

BARRIER MEMBRANE, TYP .

RELIEVING ANGLE ATTACHED TO

BEAM BEHIND, SEE STRUCT. DWGS.

SEAL AVB AROUND EXTERIOR WALL

PENETRATION

MORTAR NET,

MIN 10" HIGH TYP.

WEEP

DEFLECTION TRACK,

TYP.

VENT

CMU VENEER COURSING W/

LIPPED EDGE, TYP

MASONRY ANCHOR

3 5/8" MTL STUD. FILL ENTIRE

FLANGE CAVITY WITH BATT

INSULATION, TYP

SLAB EDGE SMOKE

STOP. SEE TYP.

FIRESTOPPING DETAILS

COMPOSITE

CONCRETE FLOOR,

SEE STRUCT. DWGS.

9 3/4"

LEVEL 1

86' - 4"

2-A

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

PRECAST BASE - PROFILE 'B'

FILL CAVITY WITH SOLID GROUT

MASONRY ANCHORS

CONTINUOUS SSTL THROUGH-

WALL FLASHING TO EXTEND UP

WALL 8" MIN. HOLD FLASHING

BACK 1/2" FROM BRICK AND CMU

FACE AND SET BOTTOM LEG IN

FULL BED OF MASTIC, TYP.

COUNTER FLASH WITH AIR

BARRIER MEMBRANE, TYP.

MORTAR NET, MIN 10" HIGH TYP.

2 1/2" RIGID INSULATION

WEEP

WALL BASE AS

SCHEDULED

GRADE, SEE CIVIL DWGS.

PRECAST ANCHOR, TYP.

BRICK VENEER

FURRING WALL

WHERE NOTED

ON PLANS

SLAB EDGE

SMOKE STOP

8"

1"

CMU VENEER BEYOND

COMPOSITE FLOOR SLAB.

SEE STRUCTURAL DWGS

PROVIDE SSTL. BASE FLASHING SET IN

FULL BED OF SEALANT AT BEAM POCKET

LOCATIONS, 6" MIN. OVERLAP BOTH SIDES.

LAP AND SEAL TO AVB

LEVEL 1

86' - 4"

2-A

SELF ADHERED SHEET

WATERPROOFING

2" RIGID INSULATION

DRAINAGE MAT

PRECAST BASE - PROFILE 'B'

FILL CAVITY WITH SOLID GROUT

CONTINUOUS SSTL THROUGH-

WALL FLASHING TO EXTEND UP

WALL 8" MIN. HOLD FLASHING

BACK 1/2" FROM BRICK AND CMU

FACE AND SET BOTTOM LEG IN

FULL BED OF MASTIC, TYP.

COUNTER FLASH WITH AIR

BARRIER MEMBRANE, TYP.

MORTAR NET, MIN 10" HIGH TYP.

2 1/2" RIGID INSULATION

WEEP

WALL BASE AS

SCHEDULED

GRADE, SEE CIVIL DWGS.

PRECAST ANCHOR, TYP.

CMU VENEER

FURRING WALL

WHERE NOTED

ON PLANS

SLAB EDGE

SMOKE STOP

8"

COMPOSITE FLOOR SLAB.

SEE STRUCTURAL DWGS

PROVIDE SSTL. BASE FLASHING SET IN

FULL BED OF SEALANT AT BEAM POCKET

LOCATIONS, 6" MIN. OVERLAP BOTH SIDES.

LAP AND SEAL TO AVB

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

:1

:1

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

AE511

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS04 FEB 2022

100% CD SUBMISSIONSECTION DETAILS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

1 1/2" = 1'-0"

C8 PARAPET DETAIL @ STAIR 3

1 1/2" = 1'-0"

C6 PARAPET DETAIL @ EXPANSION JOINT

1" = 1'-0"

F8 SECTION DETAIL @ GRID 2-F BASE

1" = 1'-0"

F6 FOUNDATION WALL DETAIL @ STAIR 3

1 1/2" = 1'-0"

E3 BRICK VENEER RELIEVING ANGLE DETAIL

1 1/2" = 1'-0"

C1 PARAPET DETAIL @ COLUMN GRID 2-8

1 1/2" = 1'-0"

C3 PARAPET DETAIL @ COLUMN GRID 2-2.1

1 1/2" = 1'-0"

E1 CMU VENEER RELIEVING ANGLE DETAIL

1 1/2" = 1'-0"

F3 WALL BASE DETAIL @ BRICK INSET

1 1/2" = 1'-0"

F1 WALL SECTION @ GRID 2-A

LEVEL B

73' - 0"

12-1

BASEMENT LEVEL

73' - 0"

EXISTING PHASE 1

BUILDING ENVELOPE

PARTITION BEYOND. SEE

FLOOR PLAN.

DOWEL IN NEW CONCRETE SLAB

TO EXISTING FOUNDATION WALL.

SEE STRUCTURAL DWGS

CONCRETE SLAB, SEE

STRUCTURAL DWGS

VAPOR RETARDAR TO BE

CONTINUOUS UNDER SLAB

2" RIGID INSULATION TO BE

CONTINUOUS UNDER SLAB

NEW GWB RETURN

EDGE OF EXISTING

FOUNDATION WALL

BEYOND

NEW DOOR FRAME

AND SILL

NEW DOOR THRESHOLD

TO CONCEAL SLAB JOINT

2' - 2 5/8" VIF

EXISTING PHASE 1

FLOOR TO REMAIN

1"6"1"

M4A

5/8" GWB OVER HAT

CHANNEL, TYP

SCHEDULED CEILING. SEE RCP

1"

CFMF DOOR HEADER.

SEE TYP DOOR DETAILS

SCHEDULED DOOR

PATCH, REPAIR AND FINISH EXISTING GWB

SURFACE AS REQUIRED TO MATCH EXISTING

EXISTING PHASE 1

FOUNDATION WALL ASSEMBLY

ALUMINUM OUTSIDE

CORNER TRIM

WOOD LOOK PHENOLIC

WALL PANEL SYSTEM

SIDING SYSTEM MOUNTING

CLIP &SYSTEM SPECIFIC

FASTENER, ATTACHED TO

PLYWOOD BACKER

4" WIDE 5/58" FIRE RATED

PLYWOOD (SPACE 20" O.C.),

PAINT BACKER BLACK TO

HIDE GAPS AT VERTICAL BUTT

JOINTS BETWEEN PLANKS

PROVIDE 2-SIDED TAPE

TO SECURE TOP EDGE

OF PLANK WHERE CLIPS

CANNOT BE INSTALLED

HOLD PLYWOOD BACK FROM

FACE OF FINISHED PANEL 1/4" -

PROVID J-BEAD TRIM TO CONCEAL

RAW EDGE OF PLYWOOD BACKER

PROVIDE 2-SIDED TAPE TO

SECURE BOTTOM EDGE OF

PLANK WHERE CLIPS

CANNOT BE INSTALLED

LEVEL 1

86' - 4"

1' - 3" VIF3 5/8"4"

EXISTING PHASE 1

BUILDING ENVELOPE

EXISTING EXTERIOR WALL

SYSTEM TO BE REMOVED

BACK TO SHEATHING ABOVE

PRECAST BASE

EDGE OF WALL

BEYOND

CONCRETE SLAB, SEE

STRUCTURAL DWGS

EXISTING AVB TO REMAIN

CONTINUOUS

FIRESTOPPING. SEE

DETAIL

EXISTING 1HR RATED

HOLLOW CORE SLAB

EXISTING PRECAST TO

REMAIN

PARTITION WALL AS

SCHEDULED

1"

EXISTING CONTINUOUS

FIRE STOPPING

45 MIN FIRE RATED

DOOR AND FRAME

EXISTING CONCRETE

STEM WALL TO BE

REMOVED ABOVE

LEVEL 1 WHERE

REQUIRED, SEE

STRUCTURAL DWGS

WALL EXPANSION

JOINT BEYOND

NEW DOOR THRESHOLD

TO CONCEAL SLAB JOINT

10"

/B4 GI003

1"

LEVEL 2

99' - 8"

12-1

EXISTING PHASE 1

BUILDING ENVELOPE

EXISTING INSULATION,

SHEATHING AND METAL

PANEL TO BE REMOVED

EDGE OF WALL

BEYOND

COORDINATE REQUIRED

CONCRETE SLAB RECESS WITH

EXPANSION JOINT, BOTH SIDES.

SEE STRUCTURAL DWGS

EXISTING AVB TO REMAIN

DOOR AND FRAME

FLOOR TO FLOOR EXPANSION

JOINT. BASIS OF DESIGN: C-S

GROUP GTRD-400, W/ FIRE BARRIER

1' - 6 5/8"4"

SLAB EXTENSION, SEE

STRUCTURAL DWGS

5/8" TYPE X GWB ON

EXISTING WALL (UL V497)

FIRESTOP ALL

PENETRATIONS

ALTER EXISTING WALL

TO ACHIEVE 1HR FIRE

RATING

EXTEND EXISTING 5/8"

TYPE X GWB TO SLAB

WALL EXPANSION

JOINT BEYOND

PARTITION WALL AS

SCHEDULED

CUT BACK EXISTING CFMF

AND PROVIDE NEW TOP

TRACK AT UNDERSIDE OF

NEW SLAB

EXISTING FLOORING TO

REMAIN

EXTEND NEW FLOOR

FINISH TO EXISTING

FLOOR FINISH AND

TERMINATE WITH DIVIDER

STRIP

/2

FILL WITH NON-SHRINK

GROUT AS REQUIRED

3 1/2"

11"

M4A

SCHEDULED CEILING.

SEE RCP

4" MIN.

4" CEILING EXPANSION JOINT.

BASIS OF DESIGN PRODUCT:

C-S GROUP MODEL FWSC-400

CFMF DOOR HEADER.

SEE TYP DOOR DETAILS

SCHEDULED DOOR

EXISTING PHASE 1

WALL ASSEMBLY

5/8" TYPE X GWB ON

EXISTING WALL (UL V497)

FIRESTOP ALL

PENETRATIONS - LEVEL

1 ONLY

ALTER EXISTING WALL

TO ACHIEVE 1HR FIRE

RATING - LEVEL 1 ONLY

M6B

4" WALL EXPANSION JOINT BEYOND

WOOD LOOK PHENOLIC

WALL PANEL SYSTEM

SIDING SYSTEM MOUNTING

CLIP &SYSTEM SPECIFIC

FASTENER, ATTACHED TO

PLYWOOD BACKER

4" WIDE 5/58" FIRE RATED

PLYWOOD (SPACE 20" O.C.),

PAINT BACKER BLACK TO

HIDE GAPS AT VERTICAL BUTT

JOINTS BETWEEN PLANKS

HOLD PLYWOOD BACK FROM

FACE OF FINISHED PANEL 1/4" -

PROVID J-BEAD TRIM TO CONCEAL

RAW EDGE OF PLYWOOD BACKER

PROVIDE 2-SIDED TAPE

TO SECURE TOP EDGE

OF PLANK WHERE CLIPS

CANNOT BE INSTALLED

ALUMINUM EDGE TRIM

PROVIDE 2-SIDED TAPE TO

SECURE BOTTOM EDGE OF

PLANK WHERE CLIPS CANNOT

BE INSTALLED

LEVEL 1

86' - 4"

12-1

1' - 6 5/8" VIF1"

4"

EXISTING PHASE 1

BUILDING ENVELOPE

EXISTING WALL SYSTEM TO

BE REMOVED BACK TO CMU

PARTITION WALL AS SCHEDULED

CONCRETE SLAB,

SEE STRUCTURAL

DWGS

PARTITION WALL AS

SCHEDULED

EXISTING AVB TO REMAIN

CONTINUOUS FIRESTOPPING.

SEE DETAIL

EXISTING 1HR RATED WALL

9"

/B4 GI003

SCHEDULED WALL

BASE

WOOD LOOK PHENOLIC WALL PANEL SYSTEM

SIDING SYSTEM MOUNTING CLIP &SYSTEM SPECIFIC

FASTENER, ATTACHED TO PLYWOOD BACKER

4" WIDE 5/58" FIRE RATED PLYWOOD (SPACE 20"

O.C.), PAINT BACKER BLACK TO HIDE GAPS AT

VERTICAL BUTT JOINTS BETWEEN PLANKS

ALUMINUM EDGE TRIM

PROVIDE 2-SIDED TAPE TO SECURE BOTTOM EDGE

OF PLANK WHERE CLIPS CANNOT BE INSTALLED

HOLD PLYWOOD BACK FROM FACE OF

FINISHED PANEL 1/4" - PROVID J-BEAD TRIM TO

CONCEAL RAW EDGE OF PLYWOOD BACKER

LEVEL B

73' - 0"

BASEMENT LEVEL

73' - 0"

EXISTING PHASE 1

BUILDING ENVELOPE

EXISTING DRAINAGE MAT AND

INSULATION REMOVED ABOVE NEW SLAB

2' - 2 5/8" VIF1"

PARTITION WALL AS SCHEDULED

1" RIGID INSULATION

CONCRETE SLAB, SEE

STRUCTURAL DWGS

VAPOR RETARDAR TO BE

CONTINUOUS UNDER SLAB

AND WRAP UP WALL

2" RIGID INSULATION TO BE

CONTINUOUS UNDER SLAB

SCHEDULED WALL BASE

WOOD LOOK PHENOLICWALL

PANEL SYSTEM

SIDING SYSTEM MOUNTING CLIP &SYSTEM

SPECIFIC FASTENER, ATTACHED TO

PLYWOOD BACKER

4" WIDE 5/58" FIRE RATED PLYWOOD

(SPACE 20" O.C.), PAINT BACKER BLACK TO

HIDE GAPS AT VERTICAL BUTT JOINTS

BETWEEN PLANKS

ALUMINUM EDGE TRIM

PROVIDE 2-SIDED TAPE TO SECURE

BOTTOM EDGE OF PLANK WHERE CLIPS

CANNOT BE INSTALLED

HOLD PLYWOOD BACK FROM FACE OF

FINISHED PANEL 1/4" - PROVID J-BEAD TRIM TO

CONCEAL RAW EDGE OF PLYWOOD BACKER

LEVEL 2

99' - 8"

12-1

EXISTING PHASE 1

BUILDING ENVELOPE

EXISTING WALL SYSTEM TO

BE REMOVED BACK TO CMU

CONCRETE SLAB,

SEE STRUCTURAL

DWGS

EXISTING AVB TO REMAIN

CONTINUOUS FIRESTOPPING.

SEE DETAIL

EXISTING 1HR RATED WALL

1' - 6 5/8" VIF4"

4"

PARTITION WALL AS

SCHEDULED

/C1 GI003

PARTITION WALL

AS SCHEDULED

SCHEDULED WALL

BASE

WOOD LOOK PHENOLIC WALL PANEL SYSTEM

SIDING SYSTEM MOUNTING CLIP &SYSTEM SPECIFIC

FASTENER, ATTACHED TO PLYWOOD BACKER

4" WIDE 5/58" FIRE RATED PLYWOOD (SPACE 20" O.C.),

PAINT BACKER BLACK TO HIDE GAPS AT VERTICAL

BUTT JOINTS BETWEEN PLANKS

ALUMINUM EDGE TRIM

PROVIDE 2-SIDED TAPE TO SECURE BOTTOM EDGE

OF PLANK WHERE CLIPS CANNOT BE INSTALLED

STEEL BEAM, SEE

STRUCTURAL

DWGS

HOLD PLYWOOD BACK FROM FACE OF

FINISHED PANEL 1/4" - PROVID J-BEAD TRIM TO

CONCEAL RAW EDGE OF PLYWOOD BACKER

LEVEL 1

86' - 4"

1' - 7 5/8" VIF3"

EXISTING PHASE 1

BUILDING ENVELOPE

EXISTING EXTERIOR WALL

SYSTEM TO BE REMOVED

BACK TO SHEATHING

PARTITION WALL AS SCHEDULED

CONCRETE SLAB, SEE

STRUCTURAL DWGS

CONTINUOUS FIRESTOPPING.

SEE DETAIL

EXISTING 1HR RATED

HOLLOW CORE SLAB

EXISTING PRECAST TO

REMAIN

PARTITION WALL AS

SCHEDULED

0"

1"

REINSTALL EXISTING

WALL BASE ON NEW

GWB WALL

5/8" TYPE X GWB ON

EXISTING WALL (UL

V497) FIRESTOP ALL

PENETRATIONS

ALTER EXISTING WALL

TO ACHIEVE 1HR FIRE

RATING

NEW CONCRETE STEM

WALL ON TOP OF

EXISTING STEM WALL.

CONNECT TO EXISTING

HOLLOW CORE SLAB.

SEE STRUCTURAL

DWGS

NEW SHEATHING TO

ALIGN WITH EXISTING

CUT EXISTING CFMF AT

1ST FLOOR SLAB AND

PROVIDE NEW BASE

TRACK

/B4 GI003

WOOD LOOK PHENOLIC

WALL PANEL SYSTEM

ALUMINUM EDGE TRIM

SIDING SYSTEM MOUNTING CLIP

& SYSTEM SPECIFIC FASTENER,

ATTACHED TO PLYWOOD BACKER

4" WIDE 5/58" FIRE RATED PLYWOOD

(SPACE 20" O.C.), PAINT BACKER BLACK TO

HIDE GAPS AT VERTICAL BUTT JOINTS

BETWEEN PLANKS

PROVIDE 2-SIDED TAPE TO SECURE

BOTTOM EDGE OF PLANK WHERE

CLIPS CANNOT BE INSTALLED

LEVEL 2

99' - 8"

1' - 6 5/8" VIF4"

EXISTING CONTINUOUS

FIRESTOPPING

EXISTING PHASE 1

BUILDING ENVELOPE

PARTITION WALL AS SCHEDULED

CONCRETE SLAB, SEE

STRUCTURAL DWGS

5/8" TYPE X GWB ON

EXISTING WALL (UL V497)

FIRESTOP ALL

PENETRATIONS

ALTER EXISTING WALL

TO ACHIEVE 1HR FIRE

RATING

PARTITION WALL AS

SCHEDULED

EXTEND EXISTING 5/8"

TYPE X GWB TO SLAB

CONTINUOUS

FIRESTOPPING. SEE

DETAIL

11 3/8"

/C1 GI003

WOOD LOOK PHENOLIC

WALL PANEL SYSTEM

ALUMINUM EDGE TRIM

4" WIDE 5/58" FIRE RATED PLYWOOD

(SPACE 20" O.C.), PAINT BACKER

BLACK TO HIDE GAPS AT VERTICAL

BUTT JOINTS BETWEEN PLANKS

PROVIDE 2-SIDED TAPE TO SECURE

BOTTOM EDGE OF PLANK WHERE

CLIPS CANNOT BE INSTALLED

SIDING SYSTEM MOUNTING CLIP &

SYSTEM SPECIFIC FASTENER,

ATTACHED TO PLYWOOD BACKER

HOLD PLYWOOD

BACK FROM FACE

OF FINISHED PANEL

1/4" - PROVID J-

BEAD TRIM TO

CONCEAL RAW

EDGE OF PLYWOOD

BACKER

WALL BASE AS

SCHEDULED

LEVEL 2

99' - 8"

2-F

METAL THROUGH-WALL

FLASHING W/ DRIP EDGE TO

EXTEND UP WALL 8" MIN.

COUNTER FLASH WITH AIR

BARRIER MEMBRANE, TYP .

RELIEVING ANGLE ATTACHED TO

SLAB EDGE BEHIND, SEE STRUCT.

DWGS. SEAL AVB AROUND

EXTERIOR WALL PENETRATION

MORTAR NET,

MIN 10" HIGH TYP.

WEEP

BRICK VENEER COURSING ,

TYP

SLAB EDGE SMOKE

STOP. SEE TYP.

FIRESTOPPING DETAILS

COMPOSITE

CONCRETE FLOOR,

SEE STRUCT. DWGS.

MASONRY ANCHOR

E1

LEVEL 1

86' - 4"

2-D

CEILING AS

SCHEDULED

SLOT DIFFUSER. SEE

MECH FOR MORE

INFORMATION

METAL COLUMN WRAP

STEEL COLUMN, SEE

STRUCT. DWGS.

CURTAIN WALL

SYSTEM AS

SCHEDULED

FASTEN BRACKET TO

STRUCTURE PER

MANUFACTURER

STANDARD DETAIL

BACKER ROD AND

SEALANT

TOPPING SLAB OVER

METAL DECK, SEE

STRUCT. DWGS.

CONTINUOUS

FIRESTOPPING,

SEE DETAIL

CONTINUOUS TRIM BY

CURTAIN WALL

MANUFACTURER, FINISH

TO MATCH CURTAIN WALL

BACKER ROD &

SEALANT

/C1 GI003

SCRIBE COLUMN WRAP

ENCLOSURE AROUND SILL,

WHERE PRESENT.

PROVIDE FINISH TRIM

AROUND SCRIBED EDGE

VA FORM 08 - 6231

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B

C

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E

F

A

B

C

D

E

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

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:3

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U A u to d e sk A u to sa ve s \R e vi t\

V

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A R

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AE512

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS04 FEB 2022

100% CD SUBMISSIONSECTION DETAILS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

1 1/2" = 1'-0"

F3 EXPANSION JOINT DETAIL @ LEVEL B DOOR SILL

1 1/2" = 1'-0"

F1 EXPANSION JOINT DETAIL @ LEVEL B DOOR HEAD

1 1/2" = 1'-0"

D3 EXPANSION JOINT DETAIL @ LEVEL 1 DOOR SILL

1 1/2" = 1'-0"

B3 EXPANSION JOINT DETAIL @ LEVEL 2 DOOR SILL

1 1/2" = 1'-0"

D1 EXPANSION JOINT DETAIL @ LEVEL 1 AND 2 DOOR HEAD

1 1/2" = 1'-0"

D8 EXPANSION JOINT DETAIL @ LEVEL 1 STAIR

1 1/2" = 1'-0"

F8 EXPANSION JOINT DETAIL @ LEVEL B STAIR

1 1/2" = 1'-0"

B8 EXPANSION JOINT DETAIL @ LEVEL 2 STAIR

1 1/2" = 1'-0"

D5 EXPANSION JOINT DETAIL @ LEVEL 1 CFMF

1 1/2" = 1'-0"

B5 EXPANSION JOINT DETAIL @ LEVEL 2 CFMF

1 1/2" = 1'-0"

B1 WALL SECTION @ BRICK FACADE RELIEVING ANGLE

1 1/2" = 1'-0"

F5 COLUMN WRAP TERMINATION AT CEILING & FLOOR

PRECAST PROFILE 'A' - COPING 'A'

SLOPE SILL FOR DRAINAGE

(MIN. 1/4":12")

/2

1' - 6 1/2"

V A

R R

IE

S

S

E E

E L E

V A

T

IO

N S

3 5/8"

PRECAST PROFILE 'B' - WALL BASE

PANEL AT CMU AND CURTAIN WALL

ANCHORS LOCATED AND

INSTALLED BY MANUFACTURER

ALL ANCHORAGE

DESIGN AND DETAILING

PART OF DELIGATED

DESIGN

V A

R

IE

S

1/2"

PROVIDE BACKER

ROD & SEALANT AT

PANEL JOINTS, TYP.

/4

3/4"

1/2"

VARIES

V A

R

IE

S

PRECAST COPING JOINTS TO

ALIGN W/ CMU COURSING, TYP.

CUT COPING AS REQUIRED TO

ALIGN COPING/WALL TYP.

TRANSITIONS,CORNER

CONDITIONS, ETC.

CENTER TO CENTER

6' - 0"

T Y

P

/2

5' - 11 1/2" TYP. PANEL

V A

R

IE

S

PRECAST COPING JOINTS TO

ALIGN W/ CMU COURSING, TYP.

CUT COPING AS REQUIRED TO

ALIGN COPING/WALL TYP.

TRANSITIONS,CORNER

CONDITIONS, ETC.

5' - 11 1/2" TYP. PANEL

CENTER TO CENTER

6' - 0"

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

:1

:3

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

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R O

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C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

AE513

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS04 FEB 2022

100% CD SUBMISSIONPRECAST PROFILES

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

3" = 1'-0"

F8 PRECAST PROFILES

6" = 1'-0"

B6 PRECAST PANEL JOINT

6" = 1'-0"

B4 TYPICAL PRECAST COPING AND BASE CORNER DETAIL - PLAN

DETAIL

1" = 1'-0"

D4 TYPICAL PRECAST COPING AND BASE SEGMENTS -

ELEVATION VIEW @ COPING

1" = 1'-0"

F4 TYPICAL PRECAST COPING AND BASE SEGMENTS -

ELEVATION VIEW @ CMU

CABINET/COUNTER GENERAL NOTES:

1. SEE FINISH SCHEDULE AND/OR INTERIOR

ELEVATIONS FOR CABINET/COUNTER CLADDING BY

ROOM.

2. PANEL CORE AND EDGE BANDING AS SPECIFIED OR

IMPLIED BY COUNTER GRADE. SPECIFICATION

LANGUAGE SUPERSEDES STANDARD.

3. FASTEN CABINETS AS REQUIRED BY STANDARD

FOR GRADE OF CABINET AS SPECIFIED.

4. PROVIDE LOCKS IN LOCATIONS AS INDICATED ON

INTERIOR ELEVATIONS AND/OR IN SPECIFICATION.

5. PROVIDE BACK AND END SPLASHES AT

COUNTERS WITH SINKS AND AS INDICATED ON

INTERIOR ELEVATIONS.

6. MATCH BACK AND END SPLASHES TO

COUNTERTOP MATERIAL UNLESS NOTED

OTHERWISE.

7. SCRIBE AND SEAL COUNTERS AND/OR SPLASHES

TO WALL.

8. COORDINATE CABINET ENCLOSURE WITH

PLUMBING DRAWINGS AND SPECIFICATIONS

PRIOR TO FABRICATION. NOTIFY ARCHITECT OF

DISCREPANCIES.

SPECIFIED CABINET STRETCHERS,

BLOCKING AND FASTENERS AS

REQUIRED BY CABINET GRADE (TYP.)

BACK AND END SPLASHES WHERE

INDICATED ON INTERIOR ELEVATION

SCHEDULED COUNTERTOP

FINISHED FLOOR

DUST PANEL, STRETCHERS AND STOP

SHELF

SCHEDULED WALL

DRAWER FRONT

DRAWER BOTTOM

DOOR PULL

CABINET BOTTOM

SCHEDULED BASE

2' - 1" U.N.O.

DRAWER SUB FRONT

DRAWER BACK AND SIDE

U .N

.O

CABINET BACK

4" 4"

1' - 9" CABINET END

ADJUSTABLE SHELF SUPPORT

ADJUSTABLE SHELF

REST2' - 0"

DOOR

STRETCHERS3 1/2"

DRAWER PULL

MIN.

1' - 9"

AE520

F10

Sim

SCHEDULED WALL

BACK AND END SPLASHES

WHERE INDICATED ON

INTERIOR ELEVATIONS

SCHEDULED COUNTER TOP

SPECIFIED CABINET

STRETCHERS, BLOCKING

AND FASTENERS AS

REQUIRED BY CABINET

GRADE, TYP.

CONCEALED

COUNTER BRACKETS,

ATTACH TO SIDE OF

STUD.

SCHEDULED BASE

FINISHED FLOOR

S E

E I N

T E

R

IO

R E

L E

V A

T

IO

N S

UNO

2' - 1"

GROMMET. SEE FINISH PLAN

FOR LOCATION.

4 1/2" AE520

F10

Sim

10"

U.N.O.

1' - 0"

2" 2"

U .N

.O

SCHEDULED WALL

CABINET TOP

BLOCKING AND FASTENERS AS

REQUIRED BY CABINET GRADE (TYP.)

DOOR

CABINET BACK

SHELF

ADJUSTABLE SHELF SUPPORT

ADJUSTABLE SHELF REST

CABINET END

DOOR PULL

CABINET BOTTOM

MILLWORK SOFFIT

CORNER BEAD

BACK AND END SPLASHES

WHERE INDICATED ON

INTERIOR ELEVATIONS

SCHEDULED COUNTERTOP

FULLY ENCLOSED APRON

PROVIDE CABINET STRETCHERS,

BLOCKING AND FASTENERS AS

REQUIRED BY CABINET GRADE (TYP.)

REMOVABLE ACCESS PANEL.

FASTEN TO BRACE W/ REMOVABLE

SATIN STAINLESS STEEL SCREWS.

M

IN

8" MIN.

M

IN

M

A X

SCHEDULED BASE

SCHEDULED SINK (DETAIL INTENDED

FOR 5 1/2" DEEP SINK WITH DRAIN AT

BACK AND TRAP ELBOW BEND TO BACK

OR SIDE.)

2' - 1" U.N.O.

FINISHED FLOOR6" MAX.

SCHEDULED WALL

NOTE:

DIMENSIONS GIVEN ARE

TO ILLUSTRATE

TOLERANCES REQUIRED

TO MEET ABA STANDARD.

CABINET END

AE520

F10

Sim

SCHEDULED WALL

BLOCKING AS

REQUIRED

SHELF

ADJUSTABLE SHELF

BRACKET

ADJUSTABLE SHELF

SUPPORT

SCHEDULED BASE

FINISHED FLOOR

1' - 6"

NOTE: AT ROOM 038

U.N.O.

1' - 0"

U .N

.O

SCHEDULED WALL

CABINET TOP

BLOCKING AND FASTENERS AS

REQUIRED BY CABINET GRADE

(TYP.)

DOOR

CABINET BACK

CABINET END, BEYOND

DOOR PULL

MICROWAVE SHELF

1' - 5"

CABINET BOTTOM

OUTLET BOX. SEE ELEC.

DWGS FOR MORE INFO

MILLWORK SOFFIT

CORNER BEAD

OPEN CABINET BACK

PLAN

N .T

.S

A F

F

NOTES:

1. VERIFY ACTUAL OPENING SIZE WITH MANUFACTURER

2. PROVIDE CONTINUOUS RATING FOR CABINETS IN RATED WALLS

SECTION

WALL TYPE AS SCHEDULED

WD BLOCKING

WD BLOCKING

RECESSED FIRE

EXTINGUISHER

CABINET

FIRE EXTINGUISHER

FINISH FLOOR

R

/8

/2

SOLID SURFACE

COUNTERTOP

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

:1

:4

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

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C E

M H

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II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

AE520

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB ARW04 FEB 2022

100% CD SUBMISSIONINTERIOR DETAILS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

1 1/2" = 1'-0" AE206

F6 BASE CABINET W/ DRAWER

1 1/2" = 1'-0" AE205

D8 OPEN COUNTER SECTION CONCEALED BRACKETS

1 1/2" = 1'-0" AE110

B8 WALL CABINET SECTION

1 1/2" = 1'-0" AE206

F8 ACCESSIBLE SINK COUNTER AND APRON

1 1/2" = 1'-0"

F4 ADJUSTABLE WALL SHELVES

1 1/2" = 1'-0" AE206

B6 WALL CABINET SECTION w/ MICROWAVE SHELF

1 1/2" = 1'-0"

D6 FULLY RECESSED FIRE EXTIGUISHER CABINET

6" = 1'-0"

F10 COUNTER EDGE DETAILS

PUSH BUTTON LOCK

/2

WP-1 RUNS TO UNDERSIDE OF

TRANSACTION

2' - 1"

SSURF TRANSACTION

CONCEALED COUNTER

BRACKET

"FRAMELESS" PASS-THRU

WINDOW HARDWARE

ROLLER ASSEMBLY

SLIDING GLASS DOOR GUIDE

GWB OPENING BEYOND

3"

2 1/8"

LG-1

SEALANT

SCHEDULED WALL

WD BLOCKING

CORNER BEAD, TYP

GWB RETURN, TYP

SCHEDULED

COUNTER

WD BLOCKING

SCHEDULED WALL

SCHEDULED BASE

PT-2 TEXTURED TILE

SCRIBE TILES AROUND WATER

FOUNTAIN. SILICONE BEAD AROUND

WATER FOUNTAIN

SCHEDULED WALL

WATER FOUNTAIN

AS INDICATED

WINDOW AS SCHEDULED

CEILING AS SCHEDULED

GWB INFILL. ALIGN WITH ROUGH

OPENING OF WINDOW

MINERAL FIBER INSULATION

CFMF BOX BEAM AND FRAMING

1" SATIN ANODIZED EXTRUDED

ALUMINUM FINGER PULL. FULL

HEIGHT OF GLASS

PUSH LOCKSCHEDULED WALL

SSURF TRANSACTION

BEYOND

2' - 2"

PROVIDE A CLEAR SILICONE BEAD

AT EDGE OF FIXED PANEL

PROVIDE CLEAR PLASTIC BUMPERS

WHERE SLIDING PANEL WILL STOP

SLIDING DOOR GLIDE ATTACHED

TO TRANSACTION COUNTER

PROVIDE CLEAR PLASTIC BUMPERS

WHERE SLIDING PANEL WILL STOP

SCH. WALL

CORNER GUARD CAP.

ALIGN TOP EDGE OF WALL

PROTECTION WITH BOTTOM

OF CORNER GUARD TOP CAP

CORNER GUARD

SCHEDULED WALL

PROTECTION.

SCHEDULED WALL BASE

O

R

R

W C

U N

O

S E

E F

IN

IS

H S

C H

E D

U L E

C

O R

N E

R G

U A

R D

S W

H E

R E

N O

R W

C U

N O

BOTTOM OF CORNER

GUARD TO ALIGN W/ TOP

OF WALL BASE

3"

RETAINER SCREWED

INTO STUDS

RWC COVER TO MATCH

ADJACENT RWC WHERE

SCHEDULED

RETAINER

RWC TO RUN BEHIND

CORNER GUARD WHERE

SCHEDULED

WOOD BLOCKING

CEILING RECESSED PROJECTOR

SCREEN WHERE SHOWN ON RCP

SCHEDULED CEILING

ATTACHMENTS TO STRUCTURE

AS RECOMMENDED BY

MANUFACTURER, PROVIDED BY

CONTRACTOR

DUAL SHADE BRACKET & POCKET, TOP

MOUNTED

NOTE: SEE CURTAINWALL DETAILS FOR

TYPICAL CURTAIN WALL AND ROLLER

SHADE DETAIL: /- ---

CONTINUOUS BLOCKING HUNG FROM

COLD FORM METAL FRAMING. BLOCKING

MUST BE LEVEL

3" SHADE TRIM ENCLOSURE

OUTSIDE FACE OF GWB TO ALIGN W/

OUTSIDE FACE OF MULLION

STOREFRONT AS SCHEDULED

MIN

8 3/4"

TEAR AWAY J BEAD

CFMF BOX BEAM AND FRAMING

GWB ATTACHED W/

ATTACHMENT CLIP

SHADE TRIM ENCLOSURE CLIP BY

CEILING MANUFACTURER

DIFFUSER. SEE MECH. DWGS.

FOR MORE INFORMATION

SINGLE ROLLER

SHADE & POCKET,

TOP ATTACHED. SEE

FINISH PLANS FOR

LOCATIONS THAT

HAVE ROLLER

SHADES

CEILING AS SCHEDULED

STOREFRONT AS SCHEDULED

GWB INFILL, ALIGN

WITH WINDOW

MULLION.

CONTINUOUS BLOCKING

ATTACHED TO COLD FORM METAL

FRAMING. BLOCKING MUST BE

LEVEL

TEAR AWAY J BEAD

CFMF BOX BEAM AT FRAMING

GWB ATTACHEMENT

CLIP

METAL FRAMING BRACE 32"

O.C. TIE TO SLAB ABOVE

5/8" GYPSUM BOARD FASCIA TO

6" ABOVE FINISHED CEILING

SCHEDULED CEILING

METAL FRAMING

CONTINUOUS

METAL FRAMING

HEADER

CONTINUOUS METAL CORNER BEAD

5/8" GYPSUM BOARD SOFFIT

AS INDICATED

AS INDICATED

WALL TYPE AS SCHEUDLED

CEILING RECESSED

PROJECTOR SCREEN

CEILING AS SCHEDULED

ATTACHMENTS TO STRUCTURE

AS RECOMMENDED BY

MANUFACTURER, SUPPLIED BY

CONTRACTOR

ALTERNATE INSTALLATION

METHOD, ADDITIONAL BRACKETS

MAY BE REQUIRED

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

:1

:5

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

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C E

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C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

AE521

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB ARW04 FEB 2022

100% CD SUBMISSIONINTERIOR DETAILS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

1 1/2" = 1'-0" AE204

F9 RECEPTION SLIDING WINDOW SECTION

3" = 1'-0" AE206

C9 TILE SECTION @ WATER FOUNTAIN

1 1/2" = 1'-0"

D3 INTERIOR - WINDOW TO CEILING

1 1/2" = 1'-0" AE204

C5 SLIDING WINDOW PLAN DETAIL

1 1/2" = 1'-0"

B3 CORNER GUARD CONDITION AXONEMETRIC DETAIL

6" = 1'-0"

B5 CORNER GUARD CONDITION PLAN DETAIL

1 1/2" = 1'-0" AE206

F5 GROUP THERAPY SHADE POCKET SECTION DETAIL

1 1/2" = 1'-0" AE204

D5 TYPICAL SHADE POCKET DETAIL AT CEILING

3" = 1'-0"

C3 SOFFIT AND FASCIA SECTION

3" = 1'-0"

F3 CEILING RECESSED PROJECTOR SCREEN

ATTACH RUNNERS TO

FLOOR @ 24" O.C. AND

WITHIN 1" OF ENDS.

OUTLET BOX

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

SCHEDULED BASE

BASE CONDITION

PLAN CONDITION

ONE LAYER OF 5/8"

TYPE "X" GWB. ON

BOTH SIDES OF METAL

STUD @ 16" O.C. SEE

SCHEDULE FOR STUD

SIZES

MINERAL FIBER

INSULATION FRICTION

FIT FOR SOUND

DEADENING. FIT TO

FULL WIDTH OF CAVITY

COVER ALL SIDES OF ALL

TEL. & ELEC. OUTLETS WITH

1/4" THICK ACOUSTICAL

SEALANT BEFORE APPLYING

GWB. DO NOT INSTALL

OUTLETS BACK TO BACK. TO

MAINTAIN MAX. SPACING

BETWEEN OUTLETS ON

OPP. SIDES OF PARTITIONS.

HEAD CONDITION

WALL TYPE VA PARTITION # STUD SIZE

METAL STUD WALL STUD SIZE SCHEDULE

M2 09P22M2 2 1/2"

M6 09P62M6 6"

M4 09P42M4 3 5/8"

AE601

B6

Sim CEILING AS

SCHEDULED (SEE

CEILING PLANS FOR

LOCATION AND

HEIGHTS)

NOTE: MINIMUM SOUND TRANSMISSION CLASS RATING OF STC-49

M4B 09P42M4B 3 5/8"

RATING

1HR

UL DES U465

M6B 09P62M6B 6"

1HR

UL DES U465

AE601

B4

Sim AT 1HR WALLS

ATTACH RUNNERS TO FLOOR @

24" O.C. AND WITHIN 1" OF ENDS.

OUTLET BOX

CONTINUOUS

ACOUSTICAL

SEALANT

SCHEDULED FLOOR

SCHEDULED BASE

BASE CONDITION

PLAN CONDITION

ONE LAYER OF 5/8" TYPE

"X" GWB. ON ONE SIDE OF

METAL STUD @ 16" O.C.

SEE SCHEDULE FOR STUD

SIZES.

MINERAL FIBER INSULATION

FRICTION FIT FOR SOUND

DEADENING. SAME THICKNESS

AS WALL STUD.

COVER ALL SIDES OF ALL TEL. &

ELEC. OUTLETS WITH 1/4" THICK

ACOUSTICAL SEALANT BEFORE

APPLYING GWB. DO NOT INSTALL

OUTLETS BACK TO BACK. TO

MAINTAIN MAX. SPACING

BETWEEN OUTLETS ON OPP.

SIDES OF PARTITIONS.

HEAD CONDITION

WALL TYPE VA PARTITION # STUD SIZE

METAL STUD CHASE STUD SIZE SCHEDULE

M2A 09P22M2A 2 1/2"

M6A 09P62M6A 6"

M4A 09P42M4A 3 5/8"

AE601

B6

SimCEILING AS

SCHEDULED (SEE

CEILING PLANS FOR

LOCATION AND

HEIGHTS)

M1 09P12M1A 7/8" HAT

ATTACH DEFLECTION

TRACK TO STRUCTURE

AT 24" O.C. AND WITHIN

1" OF END. PROVIDE

3/4" DEFLECTION.

HEAD CONDITION

GWB PER

PARTITION TYPE

CONTINUOUS

ACOUSTICAL

JOINT SEALANT

ON BOTH SIDES

COPE GWB AROUND

BEAMS, DECKING,

BRIDGING, PIPING, ETC.

CONCRETE SLAB ON

METAL DECK, SEE

STRUCT. DWGS.

ONE LAYER OF 5/8" TYPE

"X" GWB. ON ONE SIDE

OF 7/8" METAL FURRING

@ 16" O.C. SEE

SCHEDULE FOR

FURRING SIZES.

CEILING AS

SCHEDULED SHOWN

SEE CEILING PLANS

FOR LOCATION AND

HEIGHTS

CEILING AS

SCHEDULED (SEE

CEILING PLANS FOR

LOCATION AND

HEIGHTS)

UNDERSIDE OF MTL.

DECK

/4

SLUSH CELLS 4"

DEEP MIN W/ GROUT

CONTINUOUS MINERAL WOOL

FIRESTOP INSULATION AND

FIREPROOF SEALANT

ELECTRICAL BOX

PLAN CONDITION

COVER ALL SIDES OF ALL

TEL. & ELEC. OUTLETS WITH

1/4" THICK ACOUSTICAL

SEALANT BEFORE APPLYING

GWB. DO NOT INSTALL

OUTLETS BACK TO BACK. TO

MAINTAIN MAX. SPACING

BETWEEN OUTLETS ON

OPP. SIDES OF PARTITIONS.SCHEDULED BASE

BASE CONDITION

HEAD CONDITION

ATTACH RUNNERS TO FLOOR @

24" O.C. AND WITHIN 1" OF ENDS.

CONTINUOUS

ACOUSTICAL SEALANT

SCHEDULED FLOOR

ONE LAYER OF 5/8"

TYPE "X" GWB. ON ONE

SIDE OF 3 5/8" METAL

STUD (6" METAL STUDS

AT FEC LOCATIONS) @

16" O.C.

MINERAL FIBER

INSULATION FRICTION FIT

FOR SOUND DEADENING.

SAME THICKNESS AS

WALL STUD.

AE601

B1

Sim

GYPSUM WALL

BOARD CEILING

SYSTEM, SEE SPEC.

FOR MORE

INFORMATION.

8" NOM CMU BLOCK

UL DESIGN: U906

SEE STRUCT. DWGS.

FOR ATTACHMENT

CEILING AS

SCHEDULED (SEE

CEILING PLANS FOR

LOCATION AND

HEIGHTS)

PORCELAIN TILE

BASE

BASE CONDITION

PLAN CONDITION

NEW PARTITION AS

SCHEDULED

5/8" CEMENTITIOUS

BACKER UNIT

NEW TILE FINISH,

REFER TO FINISH

SCHEDULE

CENTER OUTLETS IN TILE. COVER

ALL SIDES OF ALL TEL. & ELEC.

OUTLETS WITH 1/4" THICK

ACOUSTICAL SEALANT BEFORE

APPLYING GWB. DO NOT INSTALL

OUTLETS BACK TO BACK. TO

MAINTAIN MAX. SPACING

BETWEEN OUTLETS ON OPP.

SIDES OF PARTITIONS.

HEAD CONDITION

NOTE:

-MINIMUM SOUND TRANSMISSION CLASS RATING OF STC-49

-TYPICAL WALL TILE INSTALLATION DETAIL AT ALL

LOCATIONS WHERE WALL TILE IS SPECIFIED. SEE FINISH

SCHEDULE.

BOTTOM OF MTL. DECK

FLEXIBLE FIRESTOP

SEALANT

FIRE TRAK

5/8" TYPE "X" GWB

CUT TO FIT DECK

FLUTES

METAL STUD

HEAD CONDITION:

UL HW-D-0060

O V

E R

L A

P

UL DESIGN: U465 AT 1HR

PARTITIONS

COPE GWB AROUND

BEAMS, DECKING,

BRIDGING, PIPING, ETC.

UNDERSIDE OF

CONCRETE

PLANK

SLUSH CELLS

4" DEEP MIN

w/ GROUT

CONTINUOUS

ACOUSTICAL TAPE

AND SEALANT

UL DESIGN: U906

SEE STRUCTURAL

FOR ATTACHMENT

NOTE: CEILING ASSEMBLY TO BE SIMILAR TO APPROVED UL #P541 CEILING SYSTEM

TWO LAYERS OF 5/8" TYPE "X" GWB ON

7/8" HAT CHANNEL STUD @ 16" O.C.

CONTINOUS FIRE RATED SEALANT, TYP.

SCHEDULED PARTITION

DIRECT ATTACH HAT CHANNELS

TO ROOF STRUCTURE ABOVE AS

REQUIRED TO MEET SCHEDULED

CEILING HEIGHT

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

:1

:5

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

AE601

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS04 FEB 2022

100% CD SUBMISSIONPARTITION TYPES AND DETAILS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

3" = 1'-0"

F8 METAL STUD PARTITIONS - SOUND AND 1HR RATED

3" = 1'-0"

D8 METAL STUD CHASES

3" = 1'-0"

B6 TYPICAL METAL STUD HEAD CONDITION - SOUND

3" = 1'-0"

F1 C3 - 8" NOM CMU WALL - 3 5/8" CFMF ONE SIDE - 7/8 FURING

ON OTHER SIDE - 1HR

3" = 1'-0"

B8 TOILET ROOM WALLS W/ PORCELAIN TILE

3" = 1'-0"

B4 1HR PARTITION HEAD DETAIL

3" = 1'-0"

B1 TYPICAL HEAD CONDITION - CMU

3" = 1'-0"

D5 GWB CEILING ASSEMBLY - 1 HR FIRE RATED STAIR

MASONRY ANCHOR

2 1/2" RIGID INSULATION

W/ TAPED SEAMS

BRICK VENEER

EXTERIOR SHEATHING

1 7/8" AIR SPACE

5/8" 6" 5/8" 2 1/2" 1 7/8" 3 5/8"

FOAMED IN PLACE

INSULATION, 1" MIN.

CONTINUOUS AIR

VAPOR BARRIER

5/8" TYPE X GWB

ON 6" METAL STUDS

X

NOTE: R-22 MIN. AVERAGE WALL INSULATION (R-12.5

CONTINUOUS) OR U-0.045 ASSEMBLY U-FACTOR

7/8" AT BRICK INSETS

INDICATED ON

EXTERIOR BUILDING

ELEVATIONS

MASONRY ANCHOR

2 1/2" RIGID INSULATION

W/ TAPED SEAMS

CMU VENEER

EXTERIOR SHEATHING

2" AIR SPACE

5/8" 6" 5/8" 2 1/2" 2" 3 5/8"

FOAMED IN PLACE

INSULATION, 1" MIN.

CONTINUOUS AIR

VAPOR BARRIER

5/8" TYPE X GWB ON 6"

METAL STUDS

X

NOTE: R-22 MIN. AVERAGE WALL INSULATION (R-12.5

CONTINUOUS) OR U-0.045 ASSEMBLY U-FACTOR

MASONRY ANCHOR

2 1/2" RIGID INSULATION

W/ TAPED SEAMS

BRICK VENEER

1 7/8" AIR SPACE

5/8" 7/8" 7 5/8" 2 1/2" 1 7/8" 3 5/8"

CONTINUOUS AIR

VAPOR BARRIER

5/8" TYPE X GWB ON

7/8" HAT CHANNEL

8" CMU

NOTE: R-22 MIN. AVERAGE WALL INSULATION (R-12.5

CONTINUOUS) OR U-0.045 ASSEMBLY U-FACTOR

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn

TRUE NORTH

PROJECT NORTH

/8

/2

:1

:0

A M

U A u to d e sk A u to sa ve s \R e vi t\

V

A M

C P

R O

V

ID

E N

C E

M H

C P

II

A R

C H

R b e n

.s to o d le yM

Q F

.r vt

AE602

650-347

NEW MENTAL HEALTH BUILDING -

PHASE 2

830 CHALKSTONE AVE PROVIDENCE, RI 02908

JRB BRS04 FEB 2022

100% CD SUBMISSIONEXTERIOR WALL TYPES AND

DETAILS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

3" = 1'-0"

E1 EXTERIOR WALL TYPE E1: BRICK ON CFM STUD - SECTION

3" = 1'-0"

E2 EXTERIOR WALL TYPE E2: CMU ON CFM STUD - SECTION

3" = 1'-0"

E4 EXTERIOR WALL TYPE E4: BRICK ON CMU - SECTION

NOTES: