Attachment 7 - Architectural 2 of 4.pdf

Outpatient Clinic - Cape Cod Bourne, Massachusetts

U.S. Department of Veterans Affairs

1' - 10"

4"

DIE CUT ALUMINUM, LETTERING

FONT TO BE HELVETICA BOLD

PER THE VA FONT GUIDE

SIGN FACE

EQ EQ

ALL TEXT SHOULD BE CENTERED

HORIZONTALLY ON THE SIGN

FACE, UNLESS OTHERWISE NOTED

STREET SIDE

TOOTH WALL CMU

INTO PIER CMU

/2

CMU CORE

AIR SPACE

FACE BRICK WALL

GRANITE VENEER

OVER CONCRETE BASE

AE209

B8

2' - 4" 12' - 0" 2' - 4"

AE209

F8

2' - 4" 12' - 0" 2' - 4"

GRANITE CAP

GRANITE

VENEER OVER

CONCRETE BASE

GRANITE CAP

Outpatient Clinic - Cape Cod Bourne, Massachusetts

U.S. Department of Veterans Affairs

DIE CUT ALUMINUM, LETTERING

FONT TO BE HELVETICA BOLD PER

THE VA FONT GUIDE, SEE

GRADE, SEE CIVIL

DRAWINGS FOR SLOPE

WEEP, ONE

PER FACE

OF COLUMN

WEEPS ON FACE OF

SIGN @ 2'-0" O.C.

B1/ AE209

C1

AE209

C6

AE209

1' - 9"

STREET SIDE

4"

1 1/2"

8"

6"3"

1' - 7"

1 1/2"

2"

STAINLESS STEEL ANCHOR @

2' - 0" O.C., EPOXY TO COLUMN

GRANITE CAP

BOND BEAM BLOCK

COLUMN BEYOND

FACE BRICK WALL

CMU CORE, 8X8X16 BLOCKS.

WIRE MESH REINFORCING

EVER 2 COURSES

AIR SPACE

DOVETAIL BRICK ANCHORS,

16" O.C. VERTICAL SPACING

2" GRANITE REVEAL

OVER CONCRETE BASE

GRADE

1" X 1" CHAMFERED EDGE

WEEPS

CONT. MTL FLASHING

ADHERED AVB MEMBRANE

FLASHING OVER MTL FLASHING

CONT. CAVITY

DRAINAGE MESH

1' - 10"

REBAR IN FULLY

GROUTED CELLS. SEE

STRUCTURAL DRAWINGS

T Y

P

VERTICAL SLOTTED DOVETAIL

ANCHOR AT 2' - 0" O.C. - BEYOND

CONCRETE BASE, SEE

STRUCTURAL DRAWINGS

1/2" 1/2"

1 1/2"

SAW-CUT DRIP, ALL

SIDES OF GRANITE CAP

/4

GRANITE CAP, 1 1/2"

OVERHANG AT ALL SIDES

DETAIL APPLIES TO ALL GRANITE

CAPS AT COLUMNS AND SIGNAGE

GRANITE BASE WITH MITERED

CORNERS, EXTENDING UP

ABOVE GRADE - T.U.O.N.

FACE BRICK COLUMN

GRADE

2' - 6"

GRANITE CAP

2' - 4"

CHAMFERED EDGE

SEE STRUCTURAL DRAWINGS

FOR FOUNDATION DETAILS

WEEP, ONE PER

FACE OF COLUMN

2' - 7"

1 1/2"

2' - 6"

FACE BRICK COLUMN

ABOVE, CENTERED

ON CONCRETE BASE

2" GRANITE REVEAL

OVER CONCRETE BASE

MITERED CORNERS, TYP.

CONCRETE BASE, SEE

STRUCTURAL DRAWINGS

STAINLESS STEEL SLOTTED

DOVETAIL ANCHOR AND

STRAP, T.U.O.N.

EQ EQ

GRANITE BASE BEYOND

FACE BRICK COLUMN,

CENTERED ON GRANITE BASE

2' - 4"

CMU CORE, (2) 8X16 BLOCKS. ALTERNATE

BLOCK DIRECTION EACH COURSE.

REBAR IN FULLY

GROUTED CELLS. SEE

STRUCTURAL DRAWINGS

AIR SPACE

2" GRANITE REVEAL OVER

CONCRETE BASE, EXTENDING

UP ABOVE GRADE

FACE BRICK COLUMN

GRADE

2' - 6"

GRANITE CAP,

SMOOTH FINISH

1" X 1" CHAMFERED EDGE

SEE STRUCTURAL DRAWINGS

FOR FOUNDATION DETAILS

CMU CORE,

8X8X16 BLOCKS

AIR SPACE

BRICK TIES, 16" O.C.

VERTICAL SPACING

1 1/2"

2' - 4"

WEEPS

CONT. MTL FLASHING

ADHERED AVB

MEMBRANE FLASHING

OVER MTL FLASHING

CONT. CAVITY

DRAINAGE MESH

STAINLESS STEEL ANCHOR,

EPOXY TO COLUMN

REBAR, FOR REINFORCING

DETAILS, SEE STRUCTURAL

DRAWINGS

2' - 7"

NOTE: TOP COURSE

GROUTED SOLID

VERTICAL SLOTTED DOVETAIL

ANCHOR, SEE C8/ AE209

B8

AE209

C8

AE209

AE209

A8

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/3

/2

:4

:1

P M

AE209

ENTRY SIGN ELEVATIONS AND

DETAILS

REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

1" = 1'-0"

B1 SIGNAGE DIMENSIONS

1" = 1'-0"

C1 SIGNAGE - PLAN

1" = 1'-0"

F1 SIGNAGE - ELEVATION - STREET SIDE

1" = 1'-0"

C6 SIGNAGE - SECTION

3" = 1'-0"

A8 GRANITE CAP DETAIL

1" = 1'-0"

F8 BRICK COLUMN - ELEVATION

1" = 1'-0"

C8 BRICK COLUMN BASE - PLAN

1" = 1'-0"

B8 BRICK COLUMN - PLAN

1" = 1'-0"

F6 BRICK COLUMN - SECTION

Revisions Date

LEVEL 1

119' - 0"

TRUSS BEARING

134' - 0"

B C D G H

F1

AE301

AE302

F1

F.9

F7

AE301

AE302

F7

E FC.6C.5B.7 D.5D.6D.7 E.5 F.5 F.7 H.1C.3 D.3 D.9 F.3B.8 C.7

STORAGE MEDICAL &

GENERAL

CORRIDOR

CLOSET

EXAM

EXAM / TELE-HEALTH

CORRIDOR

PRINT ALCOVE

TOILET PROC.

PROCEDURE ROOM,

GENERAL

EXAM / TRIAGE

CORRIDOR

RECEPTION

WORKROOM

RECEPTION

RECEPTION

CORRIDOR

WAITING

B.2

LOW ROOF T.O.

BEAM

129' - 2"

T.O.F.

114' - 4"

F.6F.2

5/8" GYP CONTINUOUS

ON CFM FRAMING AT

UNDERSIDE OF PITCHED

ROOF TRUSSES, TYP.

LEVEL 1

119' - 0"

TRUSS BEARING

134' - 0"

BCD A

F1

AE301

AE302

F3

F.9

F7

AE301

EF C.6C.5 B.7D.5D.6D.7E.5F.5F.7H.1H.2 A.4C.3D.3D.9F.3 B.8C.7

MULTI-PURPOSE

ROOM

GROUP THERAPY

ROOM, MENTAL

HEALTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

CONSULT RM,

MENTAL HLTH

122 CORRIDOR

ELECTRICAL ROOM

MECHANICAL

B.2

LOW ROOF T.O.

BEAM

129' - 2"

T.O.F.

114' - 4"

F.6 F.2

AE302

F8

B1

AE302

LEVEL 1

119' - 0"

TRUSS BEARING

134' - 0"

1 2 3 4 5

B1

AE301

D1

AE301 AE302

F5

AE502

A1

1.3 1.5 1.9 2.52.4 2.7 3.3 3.63.1 3.7

CONSULT RM,

MENTAL HLTH

CORRIDOR

EXAM / TELE-HEALTH

CORRIDOR

TEAM WORK AREA

CORRIDOR

164 PROCEDURE ROOM,

GENERAL

CORRIDOR

ULTRASOUND

LOW ROOF T.O.

BEAM

129' - 2"

T.O.F.

114' - 4"

AE302

F8

Sim

5/8" GYP CONTINUOUS

ON CFM FRAMING AT

UNDERSIDE OF PITCHED

ROOF TRUSSES, TYP.

LEVEL 1

119' - 0"

TRUSS BEARING

134' - 0"

2 3 4

B1

AE301

62.52.4 2.7 3.3 3.63.1 3.7

AE403

F8

VOLUNTEER

WAITING

VESTIBULE

T.O.F.

114' - 4"

10' - 1 3/8"

F1

AE303

5/8" GYP CONTINUOUS

ON CFM FRAMING AT

UNDERSIDE OF PITCHED

ROOF TRUSSES, TYP.

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/2

/2

:4

:5

P

M

AE301

BUILDING SECTIONS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"

B1 BUILDING SECTION - A

1/8" = 1'-0"

D1 BUILDING SECTION - B

1/8" = 1'-0"

F1 BUILDING SECTION - C

1/8" = 1'-0"

F7 BUILDING SECTION - D

TRUSS BEARING

134' - 0"

H

AE502

F4

AE502

D7

ALUM STOREFRONT SYSTEM

E4

E1

11"

11"

12"

T.O.F.

114' - 4"

AE605

D9

LEVEL 1

119' - 0"

F.9

AE502

F7

AE502

C9

TPO ROOFING

/4

E3

LOW ROOF T.O.

BEAM

129' - 2"

11"

T.O.F.

114' - 4"

AE605

D6

LEVEL 1

119' - 0"

TRUSS BEARING

134' - 0"

4 5

AE502

D4

TPO ROOFING

STANDING SEAM

ROOFING

E3

LOW ROOF T.O.

BEAM

129' - 2"

5"

12"

11"

11"

T.O.F.

114' - 4"

AE502

F7

Sim

LEVEL 1

119' - 0"

TRUSS BEARING

134' - 0"

B

AE502

D1

E2

T.O.F.

114' - 4"

AE502

F9

LEVEL 1

119' - 0"

A

LOW ROOF T.O.

BEAM

129' - 2"

T.O.F.

114' - 4"

E2

AE502

F9

Sim

AE503

D4

11"

LEVEL 1

119' - 0"

3.1

T.O.F.

114' - 4"

AE503

D9

AE503

F9

BRICK VENEER W/ DOVETAIL

MASONRY ANCHORS.

BRICK TO MATCH BUILDING FACADE.

REINFORCED CONCRETE SCREEN WALL

SEE STRUCTURAL DRAWINGS

PAINT EXPOSED SURFACES MIN,

TWO COATS OF ENAMEL TO

MATCH THE LAP SIDING COLOR

CALLED FOR IN BUILDING COLOR

SCHEDULE.

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/3

/2

:4

:2

P M

AE302

EXTERIOR WALL SECTIONS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

1/2" = 1'-0"

F1 EXTERIOR WALL SECTION - A

1/2" = 1'-0"

F3 EXTERIOR WALL SECTION - B

1/2" = 1'-0"

F5 BUILDING SECTION - C

1/2" = 1'-0"

F7 BUILDING SECTION - A

1/2" = 1'-0"

F8 BUILDING SECTION - MECH RM

1/2" = 1'-0"

B1 EXTERIOR SECTION - SCREEN WALL

TRUSS BEARING

134' - 0"

BENCHMARK

134' - 6"

HH.1H.2

LOW ROOF T.O.

BEAM

129' - 2"

T.O.F.

114' - 4"

11"

12"

E4

E1

ALUM STOREFRONT SYSTEM

9"

AE605

D9

AE605

F9

AE503

F1

AE403

F6

Sim

LEVEL 1

119' - 0"

LOW ROOF T.O.

BEAM

129' - 2"

T.O.F.

114' - 4"

E1

E2

11"

TPO ROOFING

AE605

D9

AE605

F9

AE502

C9

Sim

LEVEL 1

119' - 0"

TRUSS BEARING

134' - 0"

BENCHMARK

134' - 6"

4 5 6

LOW ROOF T.O.

BEAM

129' - 2"

T.O.F.

114' - 4"

5"

12"

E2

E1

11"

AE503

B7

Sim

AE503

F7

Sim

AE502

F1

Sim

AE503

F4OH

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/3

/2

:4

:3

P M

AE303

EXTERIOR WALL SECTIONS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

1/2" = 1'-0"

F1 EXTERIOR SECTION - CANOPY

1/2" = 1'-0"

F4 EXTERIOR SECTION - LOW ROOF

1/2" = 1'-0"

F6 EXTERIOR SECTION - SMALL CANOPY

FEC

55 SF

TOILET PATIENT

AE401

D1 1.9

D.3

E2 ø 5' - 6

D2

E1

M4C

M4C

M6M6

/8

2"

7' - 3 1/2"

62 SF

TOILET STAFF

1' - 0" 7' - 6"

AE401E5

E4

M6

M4C

M4C

2.5

2.4 ø 5' - 6"

D4

D5

M6

60 SF

TOILET PUBLIC

59 SF

TOILET PUBLIC

/2

1' - 10" 7' - 7 1/2" 7' - 7 1/2"

AE401 D8

E7

E8

M6

M4C

M6

111110

FF.5F.7

2.5

2.4

F.3 ø 5' - 6 ø 5' - 6

D7

1' - 10" 7' - 1" 1' - 4" 6' - 10"

/2

/2

/2

M4C

M4C

M4C

M4C

M4C

M4C

E Q

E Q

F.6 F.2

TBA-8

TBA-6

TBA-6 TBA-9

TBA-1

TBA-11

P-6

TBA-1

TBA-2

TBA-11 6

C W

T -2

P-6

TBA-3

TBA-4

C W

T -2

TBA-5

P-6

TBA-2

TBA-1

TBA-11

TBA-5

C W

T -2

P-6

TBA-3

TBA-4

C W

T

-2 TBA-5

P-6

TBA-9

C W

T -2

P-6

TBA-1

TBA-3

TBA-4

TBA-2

TBA-11

TBA-5

P-6

ABAAS HEIGHTS NOTE:

MOUNTING HEIGHTS SHOWN HERE ARE CLEARANCES

REQUIRED FROM FINISHED FLOOR AND WALL MATERIALS.

WALL HUNG

A.D.A. TOILET

18"x20" WALL

HUNG LAVATORY

TOILET TISSUE

DISPENSER

(DOUBLE)

OS/CI

TBA - 1

GRAB BARS, CS/CI

NOTE: GRAB BAR DIMS TO TOP

OF GRIPPING SURFACE;

TBA-2 INCLUDES (3) GRAB BARS;

WIDTH OF REAR BAR VARIES

TBA - 2

MIN CLEARANCE

FOR DISPENSERS

3' - 6"

1' - 0"

/8

MIN CLEARANCE

FOR DISPENSERS

3' - 0"

6"

/2

MIN, UNO

1' - 3"

M

IN

MIRROR, CS/CI

NOTE: MIRROR DIMS TO

BOTTOM OF

REFLECTIVE SURFACE

TBA - 3

M A

X

COAT/ROBE

HOOK, CS/CI

PAPER TOWEL

DISPENSER,

OS/CI

LIQUID SOAP

DISPENSER,

OS/CI

WATER

FOUNTAIN

TBA - 4 TBA - 5 TBA - 6

/2

M

IN

M A

X

MIN

1' - 3"

M A

X

M A

X

T O

C E

N T

E R

O F

C O

N T

R O

L S

T O

C E

N T

E R

O F

C O

N T

R O

L S

MIN

1' - 3"

MIN

1' - 3"

MOP AND

BROOM

HOLDER, CS/CI

8"

9"

1' - 6"

TBA - 7

DIAPER

CHANGING

STATION, OS/CI

T .O

O

P E

N

C H

A N

G

IN

G

S U

R F

A C

E

TBA - 8

T .O

O

P

O P

E R

A B

L

A R

T S

SANITARY

DISPENSER,

OS/CI

TBA - 9

SPECIMEN

PASS-THRU,

CS/CI

TBA - 10

T .O

O

P

E R

A B

R

T S

3' - 4"

2' - 0"

6"

SANITARY

DISPOSAL,

OS/CI

TBA - 11

NURSE CALL

TYP AT TOILET

ROOMS

CS/CI

SHARPS

DISPOSAL,

CS/CI

TBA - 11

T .O

O

P

E R

A B

R

T S

1' - 6"

"4

C L E

A R

"ALIGN

TBA-6

TBA-6

P-6

P-6

P-6

TBA-6

TBA-6

TBA-1

P-6 P-6

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/3

/2

:4

:4

P M

AE401

ENLARGED RESTROOM PLANS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB AM

100% CONSTRUCTION

DOCUMENTS

3/8" = 1'-0"

B1 ENLARGED PLAN - TOILET PATIENT 125

3/8" = 1'-0"

B4 ENLARGED PLAN - TOILET STAFF 146

3/8" = 1'-0"

B7 ENLARGED PLAN - TOILET PUBLIC 110, 111

3/8" = 1'-0"

D8 TLT PUBLIC 111 - EAST

3/8" = 1'-0"

E7 TLT PUBLIC 111 - SOUTH

3/8" = 1'-0"

E8 TLT PUBLIC 111 - WEST

3/8" = 1'-0"

E4 TLT STAFF 146 - SOUTH

3/8" = 1'-0"

E5 TLT STAFF 146 - WEST

3/8" = 1'-0"

D1 TLT PAT. 125 - NORTH

3/8" = 1'-0"

E2 TLT PAT. 125 - WEST

1/4" = 1'-0"

F1 TBA MOUNTING HEIGHTS

3/8" = 1'-0"

D2 TLT PAT. 125 - EAST

3/8" = 1'-0"

E1 TLT PAT. 125 - SOUTH

3/8" = 1'-0"

D4 TLT STAFF 146 - NORTH

3/8" = 1'-0"

D5 TLT STAFF 146 - EAST

3/8" = 1'-0"

D7 TLT PUBLIC 111 - NORTH

TOILET PROC.

8' - 6" 1' - 6"

/2

/2

TOILET STAFF

AE402 A6

AE402 C6

M4C

M4C

M6

M6

D.5D.6D.7 D.3

3.3

3.1

C4

A4 ø 5' - 6" ø 5' - 6"

A9

A7

C9

C7

E Q

E Q

E Q

E Q

59 SF

TOILET WMN'S

69 SF

TOILET PATIENT

9' - 1"

AE402

AE402

F4

F9

D7

D9

M6M4C

M4C

M6

E.5

3.6

3.7 ø 5' - 6"

BARIATRIC

ø 6' - 0"

D4

D6

F6

F7

1' - 6"

4' - 0"

TBA-6

TBA-2

TBA-11

TBA-1

TBA-6

P-6

TBA-3

TBA-4

C W

T -2

P-6

TBA-5

P-6 P-6

TBA-6

TBA-2

TBA-11

TBA-1

TBA-6

P-6

TBA-3

TBA-4

C W

T -2

P-6

TBA-5

P-6 P-6

TBA-6

TBA-6

P-6

TBA-9

P-6

TBA-3

TBA-4

C W

T

-2TBA-5

P-6

TBA-2

TBA-1TBA-116

C W

T -2

P-6

TBA-3

C W

T -2

TBA-5

TBA-4

P-6 P-6

P-6

TBA-9

TBA-2

TBA-1

TBA-10

TBA-11

TBA-6

TBA-6

P-6

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/3

/2

:4

:5

P M

AE402

ENLARGED RESTROOM PLANS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB AM

100% CONSTRUCTION

DOCUMENTS

3/8" = 1'-0"

C1 ENLARGED PLAN - TLT PROC 142 TLT STAFF 148

3/8" = 1'-0"

F1 ENLARGED PLAN - TLT WMNS 136, TLT PATIENT 134

3/8" = 1'-0"

A4 TLT PROC. 142 - NORTH

3/8" = 1'-0"

A6 TLT PROC. 142 - EAST

3/8" = 1'-0"

A7 TLT PROC. 142 - SOUTH

3/8" = 1'-0"

A9 TLT PROC. 142 - WEST

3/8" = 1'-0"

C4 TLT STAFF 148 - NORTH

3/8" = 1'-0"

C6 TLT STAFF 148 - EAST

3/8" = 1'-0"

C7 TLT STAFF 148 - SOUTH

3/8" = 1'-0"

C9 TLT STAFF 148 - WEST

3/8" = 1'-0"

D4 TLT WOMEN'S 136 - NORTH

3/8" = 1'-0"

D6 TLT WOMEN'S 136 - EAST

3/8" = 1'-0"

D7 TLT WOMEN'S 136 - SOUTH

3/8" = 1'-0"

D9 TLT WOMEN'S 136 - WEST

3/8" = 1'-0"

F4 TLT PAT. 134 - NORTH

3/8" = 1'-0"

F6 TLT PAT. 134 - EAST

3/8" = 1'-0"

F7 TLT PAT. 134 - SOUTH

3/8" = 1'-0"

F9 TLT PAT. 134 - WEST

J

ML

J

GH

F.9

F7

AE301

F.7H.1H.2

3.3

3.6

3.7

7' - 6" 10' - 6" 5' - 0" 8' - 9"

F1

AE303

/4

" / 1

/4

1/4" / 12"

1/4" / 12"

ROOF DRAIN, TYP.

1' - 10"

GH

F.9

F7

AE301

F.7H.1H.2

3.3

3.6

3.7

F1

AE303

/2

/2

7' - 3 1/2" 16' - 9" 7' - 3 1/2"

VESTIBULE

CORRIDOR

2' - 4" 1' - 8" 11' - 6" 3' - 3" 6' - 3"

AE501

D5

LEVEL 1

119' - 0"

TRUSS BEARING

134' - 0"

T.O.F.

114' - 4"

3' - 0" 7' - 6"

AE403

F6

AE403

F4

TAPERED HSS SHOWN BEYOND

SEE STRUC DWGS

WOOD LOOK PHENOLIC RESIN

PLANK SYSTEM ON CONTINUOUS

AVB ON 1/2" EXTERIOR GRADE

PLYWOOD

ROOF DRAIN LEADER

SEE MEP DWGS

ROOF MEMBRANE ON

COVERBOARD ON TAPERED RIGID

INSULATION ON COVERBOARD ON

METAL DECK

ROOF DRAIN

/2

2' - 6 5/8" 7' - 0"

/2

G H

F.9

F7

AE301

F.7

H.1H.2

3.3

3.6

3.7

F1

AE303

/2

2 1/2" / 12"

2 1/2" / 12"

/2

11' - 10 1/2"

7' - 0" 15' - 6" 8' - 3"

PHENOLIC RESIN

PANEL SOFFIT, TYP.

EXPOSED BEAM, SEE

STRUCTURAL, TYP.

METAL COPING, TYP.

RECESSED LIGHT FIXTURE, COORDINATE LOCATION

TO FALL FULLY IN A SINGLE SOFFIT PLANK, TYP

3/4" / 12"

/8 "1 /2

/8

/4

3" 3"

TAPERED STEEL BEAM

SEE STRUC DWGS

TPO ROOF MEMBRANE OVER 1/2"

COVERBOARD OVER TAPERED

RIGID INSULATION OVER 1/2"

PLYWOOD ON STL DECKING

SEE STRUC DWGS

MTL DRIP EDGE FLASHING

PREFIN. MTL FASCIA

TO MATCH ROOF TRIM

2x BLOCKING

2x BLOCKING

TAPERED HSS SHOWN BEYOND

SEE STRUC DWGS

WOOD LOOK PHENOLIC RESIN

PLANK SYSTEM ON CONTINUOUS

AVB ON 1/2" EXTERIOR GRADE

PLYWOOD

2 1/2" / 12"

CFM FRAMING SUPPORT FOR

ANGLED SOFFIT

TRUSS BEARING

134' - 0"

COUNTERFLASH WITH AVB

TERMINATION BAR, SET IN

SEALANT

TWO PART SNAP LOCK

FLASHING WITH 8" LEG UP

WALL

3/4" EXTERIOR GRADE

PLYWOOD

ROOF MEMBRANE TO

WRAP UP FACE OF WALL

12" MIN

M

IN

1 1/8"

12"

E4

ROOF MEMBRANE ON

COVERBOARD ON TAPERED

RIGID INSULATION ON

COVERBOARD ON METAL DECK

STEEL BEAM

SEE STRUC DWGS

WOOD LOOK PHENOLIC RESIN

PLANK SYSTEM ON CONTINUOUS

AVB ON 1/2" EXTERIOR GRADE

PLYWOOD

/8

RABBETED FIBER CEMENT TRIM,

1x4

CFM FRAMING SUPPORT FOR

SOFFIT, HUNG FROM BEAM

LEVEL 1

119' - 0"

/2

/2

/2

2' - 2" 8" 6' - 8"

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

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C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/3

/2

:4

:5

P M

AE403

ENTRANCE CANOPY PLANS,

SECTIONS & DETAILS

REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

1/4" = 1'-0"

C1 ENLARGED ROOF PLAN

1/4" = 1'-0"

F1 ENLARGED ENTRANCE PLAN

1/2" = 1'-0"

F8 BUILDING SECTION @ CANOPY

1/4" = 1'-0"

C4 ENLARGED RCP

1 1/2" = 1'-0"

F6 CANOPY ROOF EDGE

1 1/2" = 1'-0"

F4 CANOPY ROOF TO WALL

Revisions Date

1/2" = 1'-0"

B8 CANOPY COLUMN DIMENSIONS

3 5/8" NORMAN BRICK

MASONRY VENEER

CONCRETE COLUMN, SEE

STRUCTURAL DWGS.

STEEL COLUMN ABOVE

SEE STRUCTURAL DWGS.

H.2

SOLID GROUT BEHIND BRICK

2' - 3 5/8"

EQ EQ

9" 9"

E Q

E Q

/8

1' - 0" 5"

E2

E4

E4

M2C

M2C

M2C

TOP OF BRICK SILL

SHOWN BELOW

SIDING TO EXTEND BEHIND

TRIM 3/8", TYP.

MITERED CORNERS, TYP.

CONTINUOUS 3/4" PLYWOOD

3" HORIZONTAL

FIBERGLASS "Z" FURRING,

SHOWN DASHED

CONTINUOUS SELF

ADHERED AVB

STL COLUMN

SEE STRUCTURAL DRAWINGS

5/8" GYP ON 2 1/2" MTL STUDS

F.5

C.6 C.5

TOP OF BRICK SILL

SHOWN BELOW

SIDING TO EXTEND BEHIND

TRIM 3/8", TYP.

MITERED CORNERS, TYP.

CONTINUOUS 3/4" PLYWOOD

3" HORIZONTAL

FIBERGLASS "Z" FURRING,

SHOWN DASHED

CONTINUOUS SELF

ADHERED AVB

6" 8" 3"

6" 5"

E4

E4

M2C

M2C

STL COLUMN

SEE STRUCTURAL

DRAWINGS

5/8" GYP ON 2 1/2"

MTL STUDS

HH.1

2.7

11" 5"

TOP OF BRICK SILL

SHOWN BELOW

SIDING TO EXTEND BEHIND

TRIM 3/8", TYP.

MITERED CORNERS, TYP.

CONTINUOUS 3/4" PLYWOOD

3" HORIZONTAL

FIBERGLASS "Z" FURRING,

SHOWN DASHED

CONTINUOUS SELF

ADHERED AVB

STL COLUMN

SEE STRUCTURAL

DRAWINGS

E4

M2C

M2C M2C

E4

E4

F

TOP OF BRICK SILL

SHOWN BELOW

LAP SIDING SYSTEM

3" HORIZONTAL

FIBERGLASS "Z"

FURRING, SHOWN

DASHED

CONTINUOUS SELF

ADHERED AVB

HIGH PRESSURE

LAMINATE PANEL

SYSTEM

STL COLUMN

SEE STRUCTURAL

DRAWINGS

M6

E3

E3

E2

11"

F

TOP OF BRICK SILL

SHOWN BELOW

LAP SIDING SYSTEM

3" HORIZONTAL

FIBERGLASS "Z" FURRING,

SHOWN DASHED

CONTINUOUS SELF

ADHERED AVB

HIGH PRESSURE

LAMINATE PANEL

SYSTEM

E3

M6

E3

E2

11" 3"

F.7

1.5

ALIGNMENT GUIDE

CAULKING BETWEEN

WALL AND JAMB

FOLDING PANEL

SYSTEM

JAMB FINISH

SAME AS PANELS

BLOCKINGM6

M4

STL COLUMN

SEE STRUCTURAL DWGS

F

1.5

/4

/4

2' - 5" 3"

BLOCKING AS

REQUIRED

PANELS IN

FOLDED

POSITION

C L

E A

R

CAULKING

BETWEEN

JAMB AND

WALL

JAMB FINISH

SAME AS

PANELS

M4 M2C

M4

M4

M6

1' - 3"

END WALL

GUARD,

TYP.

F.9

E3

E3

M2C

M2C

5" 10" 1

/2

STL COLUMN

SEE STRUCTURAL

DRAWINGS

OVERFLOW ROOF DRAIN

SEE MEP DRAWINGS

5/8" GYP ON 2 1/2"

MTL STUDS

HH.1

2.5

2.4

E4

E4

E4

M2C

M2C

11" 1' - 8" 5"

TOP OF BRICK SILL

SHOWN BELOW

SIDING TO EXTEND BEHIND

TRIM 3/8", TYP.

MITERED CORNERS, TYP.

CONTINUOUS 3/4" PLYWOOD

3" HORIZONTAL

FIBERGLASS "Z" FURRING,

SHOWN DASHED

CONTINUOUS SELF

ADHERED AVB

STL COLUMN

SEE STRUCTURAL

DRAWINGS

M4

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/3

/2

:4

:0

P M

AE501

PLAN DETAILS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

1 1/2" = 1'-0"

D5 ENTRY COLUMN DETAIL

1 1/2" = 1'-0"

B1 COLUMN ENCLOSURE DETAIL

1 1/2" = 1'-0"

B5 COLUMN ENCLOSURE DETAIL

1 1/2" = 1'-0"

D7 COLUMN ENCLOSURE DETAIL

1 1/2" = 1'-0"

F3 COLUMN ENCLOSURE DETAIL

1 1/2" = 1'-0"

F5 COLUMN ENCLOSURE DETAIL

1 1/2" = 1'-0"

F7 OPERABLE PARTITION DETAIL

1 1/2" = 1'-0"

F9 OPERABLE PARTITION DETAIL

1 1/2" = 1'-0"

B3 COLUMN ENCLOSURE DETAIL

1 1/2" = 1'-0"

B7 COLUMN ENCLOSURE DETAIL

TRUSS BEARING

134' - 0"

4 5

STANDING SEAM METAL

ROOF W/ END CLOSURE

CONT. ROOF

UNDERLAYMENT

TO LAP OVER AVB

BENT STEEL PLATE

CFM OUTRIGGER

METAL DRIP EDGE

FIBER CEMENT FASCIA

TRIM, 1x12

5/8" PLYWOOD

EXTERIOR GRADE

FIBER CEMENT

SOFFIT PANEL

FIBER CEMENT

TRIM, 1x6

SPRAY FOAM INSULATION

CFM TRUSS,

SEE STRUCTURAL

DRAWINGS, TYP.

LOW ROOF T.O.

BEAM

129' - 2"

RABBETED FIBER

CEMENT

TRIM, 1x4

TERMINATION BAR, SET IN SEALANT

3/4" EXTERIOR

GRADE PLYWOOD

TWO PART SNAP LOCK FLASHING

WITH 8" LEG UP WALL

ROOF MEMBRANE TO WRAP UP

FACE OF WALL 12" MIN

COUNTERFLASH WITH AVB

5"

12"

11" 11"

PREFIN. MTL GUTTER

E3

13' - 0"

T.O. FRAMING

143' - 2"

PREFIN. MTL PARAPET

CAP, TO MATCH METAL

ROOFING

FLASHING

PROVIDE SPACE FOR

CLADDING SYSTEM

VENTILATION

AE502

A9

GUTTER WEDGE

2' - 2"

M

IN

FIBER CEMENT FASCIA

TRIM, 1x4

STEEL FRAMING

SEE STRUC DWGS

F.9

T.O. FRAMING

14' - 0"

ROOF AS SCHEDULED

RUN ROOF AVB OVER

PARAPET AND LAP

WITH WALL AVB

3/4" EXTERIOR

PLYWOOD OVER 2 1/2"

RIGID INSULATION

RUN ROOF MEMBRANE

OVER TOP OF PARAPET

AND LAP OVER AVB

WRAP AVB OVER

LADDER FRAMING

METAL COPING

COLOR TO MATCH

STANDING SEAM ROOF

SPACE PROVIDED FOR

CLADDING ASSEMBLY

VENTILATION

E3

AE502

A9

11"

TRUSS BEARING

134' - 0"

H

STANDING SEAM METAL

ROOF W/ END CLOSURE

CONT. ROOF

UNDERLAYMENT

TO LAP OVER AVB

METAL DRIP EDGE

FIBER CEMENT FASCIA

TRIM, 1x12

5/8" PLYWOOD

EXTERIOR GRADE

FIBER CEMENT

SOFFIT PANEL

FIBER CEMENT

SHINGLES

SPRAY FOAM INSULATION

CFM TRUSS,

SEE STRUCTURAL

DRAWINGS, TYP.

E4

FIBER CEMENT

TRIM, 1x6

RABBETED FIBER

CEMENT

TRIM, 1x4

11"

11"

12"

2' - 11 5/8"

CFM OUTRIGGER

R1

FIBER CEMENT FASCIA

TRIM, 1x4

TRUSS BEARING

134' - 0"

STANDING SEAM METAL

ROOF W/ END CLOSURE

CONT. ROOF UNDERLAYMENT

TO LAP OVER AVB

CFM TRUSS, SEE STRUCTURAL

DRAWINGS, TYP.

BENT STEEL PLATE

SPRAY FOAM INSULATION

METAL DRIP EDGE

CFM OUTRIGGER

FIBER CEMENT

FASCIA TRIM, 1X12

5/8" PLYWOOD

EXTERIOR GRADE

FIBER CEMENT

SOFT PANEL

FIBER CEMENT

TRIM, 1X6

RABBETE FIBER

CEMENT TRIM, 1X4

COUNTERFLASH WITH AVB

TERMINATION BAR, SET IN

SEALANT

TWO PART SNAP LOCK

FLASHING WITH 8" LEG UP

WALL

3/4" EXTERIOR GRADE

PLYWOOD

ROOF MEMBRANE TO

WRAP UP FACE OF WALL

12" MIN

FIBER CEMENT

FASCIA TRIM, 1X4

" M

IN

M

IN

1' - 6"

5"

12"

1/4" 12"

R2

R1

5/8" GYP CONTINUOUS

ON CFM FRAMING AT

UNDERSIDE OF

PITCHED ROOF

TRUSSES, TYP.

LEVEL 1

119' - 0"

H

SSTL THROUGH-WALL

FLASHING TO EXTEND UP

WALL 8" MIN. COUNTER

FLASH WITH AIR BARRIER

MEMBRANE, TYP.

WEEP

MORTAR NET, TYP.

ALUMINUM WINDOW FRAME

CONTINUOUS SEALANT

GWB RETURN BEYOND

SSURF STOOL W/ INTEGRAL

APRON FACE

1/2" PLYWOOD

LVL WINDOW BUCK

BACKER ROD AND SEALANT

11"

E1

T.O.F.

114' - 4"

BRICK SILL W/ ANCHORS IN

MORTAR JOINTS AT 16" O.C.

AE605

F9

SEE DETAIL F9/AE502 FOR TYPICAL

FOUNDATION NOTES AT BRCIK SHELF

T Y

P

LEVEL 1

119' - 0"

F.9

ALUMINUM WINDOW FRAME

CONTINUOUS SEALANT

GWB RETURN BEYOND

SSURF STOOL W/

INTEGRAL APRON FACE

1/2" PLYWOOD

LVL WINDOW BUCK

BACKER ROD AND SEALANT

PERFORATED

ANGLE CLOSURE

E3

GRADE, SEE

CIVIL DWGS

CELLULAR PVC

PROTECTION

BOARD

2" RIGID INSULATION

V A

R

IE

S

T.O.F.

114' - 4"

AVB TO CONTINUE

DOWN FOUNDATION

WALL AND OVERLAP

WITH DAMPPROOFING,

4" MIN.

DAMPPROOFING TO

TOP OF FOOTING

AE605

F6

TYP

11"

1/2" THICK BOND BREAK

WITH SEALANT JOINT

UNDERSLAB VAPOR BARRIER.

CONTINUE OVER TOP OF SLAB

AND OVERLAP WITH WALL AVB

2" RIGID INSULATION

UNDER ENTIRE SLAB

OVER SUBGRADE,

PER GEOTECHNICAL

REPORT

CONCRETE

FOUNDATION, SEE

STRUCTURAL

DRAINAGE, SEE CIVIL

SUBGRADE PER

GEOTECHNICAL

REPORT

8"

1 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 1

119' - 0"

B

T.O.F.

114' - 4"

SSTL THROUGH-WALL

FLASHING TO EXTEND UP

WALL 8" MIN. COUNTER

FLASH WITH AVB, TYP.

WEEP

MORTAR NET, TYP.

GRADE, SEE CIVIL DWGS.

FILL CAVITY WITH SOLID

GROUT BELOW GRADE

UP TO FLASHING

BRICK SILL W/ ANCHORS

IN MORTAR JOINTS AT

16" O.C.

T Y

P

E2

TYP

11"

8"

1' - 4"

1/2" THICK BOND BREAK

WITH SEALANT JOINT

UNDERSLAB VAPOR

BARRIER. CONTINUE

OVER TOP OF SLAB

AND OVERLAP WITH

WALL AVB

2" RIGID INSULATION

AVB TO CONTINUE

DOWN FOUNDATION

WALL AND OVERLAP

WITH DAMPPROOFING,

4" MIN.

DAMPPROOFING TO

TOP OF FOOTING

2" RIGID INSULATION

UNDER ENTIRE SLAB

OVER SUBGRADE,

PER GEOTECHNICAL

REPORT

CONCRETE

FOUNDATION, SEE

STRUCTURAL

DRAINAGE, SEE CIVIL

SUBGRADE PER

GEOTECHNICAL

REPORT

SSTL THROUGH-WALL

FLASHING TO EXTEND UP

WALL 8" MIN. COUNTER

FLASH WITH AVB, TYP.

1 1/2"

E11

5 5/8"

/4

3 5/8" 2"

/4

B

COPE WALL

ASSEMBLY INTO

MTL DEACK AND

SEAL

GABLE END CAP BY

STANDING SEAM

ROOF MANUF.

STANDING SEAM METAL

ROOF W/ END CLOSURE

1' - 4 1/4" 11 1/256"

FIBER CEMENT

FASCIA TRIM, 1x3

METAL DRIP EDGE

FIBER CEMENT

FASCIA TRIM, 1x8

5/8" PLYWOOD

EXTERIOR GRADE

FIBER CEMENT

SOFFIT PANEL

RABBETED FIBER CEMENT

TRIM, 1x8

E2E2

E2

CFM LADDER FRAMING

SEE STRUC DWGS

TRUSS BEARING

134' - 0"

C.5

1' - 8 1/4"

STANDING SEAM METAL

ROOF W/ END CLOSURE

CONT. ROOF

UNDERLAYMENT

TO LAP OVER AVB

BENT STEEL PLATE

CFM OUTRIGGER

METAL DRIP EDGE

FIBER CEMENT FASCIA

TRIM, 1x12

5/8" PLYWOOD

EXTERIOR GRADE

FIBER CEMENT

SOFFIT PANEL

FIBER CEMENT

TRIM, 1x6

SPRAY FOAM INSULATION

CFM TRUSS,

SEE STRUCTURAL

DRAWINGS, TYP.

RABBETED FIBER

CEMENT

TRIM, 1x4

FIBER CEMENT FASCIA

TRIM, 1x4

8"

12"

R1

1" M

IN

E4

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

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C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/2

/2

:4

:1

P

M

AE502

SECTION DETAILS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

1 1/2" = 1'-0"

D4 LOW ROOF TO PITCHED ROOF DETAIL

1 1/2" = 1'-0"

C9 TYPICAL PARAPET DETAIL

1 1/2" = 1'-0"

D7 EAVE DETAIL - 11:12 SLOPE

1 1/2" = 1'-0"

A1 LOW ROOF TO PITCHED ROOF DETAIL

1 1/2" = 1'-0"

F4 WINDOW SILL AT BRICK VENEER

1 1/2" = 1'-0"

F7 WINDOW SILL AT METAL PANEL SYSTEM

3" = 1'-0"

A9 ROOF - PARAPET LADDER FRAMING - TYPE A

1 1/2" = 1'-0"

F9 SECTION DETAIL - WATER TABLE SILL

3" = 1'-0"

D9 BRICK SILL PROFILE DETAIL

1 1/2" = 1'-0"

D1 BUILDING SECTION DETAIL - RAKE

1 1/2" = 1'-0"

F1 EAVE DETAIL - 8:12 SLOPE

3.1

T.O.F.

114' - 4"

SSTL FLASHING TO

EXTEND UP WALL 8" MIN.

COUNTER FLASH WITH AIR

BARRIER MEMBRANE, TYP.

1 1/2" SCHEDULE 40 PVC

WEEP HOLE @ 8'-0" O.C.

LEAVE OPEN JOINT IN

BRICK FOR WEEP HOLE

GRADE, SEE CIVIL DWGS.

FILL CAVITY WITH SOLID

GROUT BELOW GRADE

UP TO FLASHING

FOUNDATION

SEE STRUCTURAL DWGS.

3.1 1' - 2 1/4"

/2

/2 " 4

BRICK COPING

TO MATCH SILLS

ON BUILDING

DRIP

1" MIN

SEALANT

1" MIN

9 1/8" 5 1/8"

2X WOOD

BLOCKING

METAL

CORNER

BEAD

TEAR AWAY "L" BEAD

FLEXABLE SEALANT

INSULATED HOLLOW

METAL DOOR AND

FRAME

5/8" TYPE "X" GWB

6" METAL STUDS

@ 24" O.C. WITH

SPRAY

POLYURETHANE

FOAM

INSULATION

BETWEEN STUDS

3/4" VERTICAL FURRING

SSTL THROUGH-WALL

FLASHING W/ DRIP EDGE,

TO EXTEND UP WALL 8"

MIN., COUNTERFLASH AVB

OVER FLASHING

FIBER CEMENT TRIM, 1X6

3" HORIZONTAL

FIBERGLASS "Z" FURRING

BLOCKING, TYP.

SSTL FLASHING WITH DRIP

EDGE, COUNTER FLASH AVB

OVER FLASHING

BACKER ROD & SEALANT

BOTH SIDES

HM FRAME,

AS SCHEDULED

SSTL FLASHING WITH DRIP

EDGE, COUNTER FLASH

AVB OVER FLASHING

TEAR AWAY "L" BEAD

FOAM IN PLACE

INSULATION

INSULATED HOLLOW

METAL DOOR AND

FRAME

CORNER BEAD AT

ALL OUTSIDE

CORNERS

CONT. INSULATION

5/8" GWB

2x WD

BLOCKING

BACKER ROD AND

SEALANT ALL SIDES

METAL

FLASHING

CONTINUOUS AIR

BARRIER MEMBRANE

LAP SIDING

1x CEMENT BOARD TRIM

/2

"THERMALLY

BROKEN

HANDICAPPED

DOOR SILL

BRICK VENEER

BEYOND

HOLLOW METAL

DOOR FRAME

BEYOND

GYPSUM

RETURN

BEYOND

2x8 WOOD BLOCKING

FOR 2 1/2" MIN. BOLT IN-BED

LAG BOLTS (2) PER BRACKET

6" SPACING

CANOPY HANGING BRACKET

STAINLESS STEEL

FLASHING TURNED UP

FACE OF WALL 4"

CONTINUOUS BED OF

SEALANT

CONTINUOUS BED

OF SEALANT

1X4 VERTICAL WOOD

BLOCKING AT 24" O.C.

CONT. SELF ADHERED AVB

LAP OVER FLASHING

CLAPBOARD, TYP.

PREFABRICATED CANOPY W/

REAR GUTTER SYSTEM AND

HEAT TRACE, SEE PLUMBING

DRAWINGS

NOTE:

G.C. TO COORDINATE BLOCKING AND

CFMF REACTIONS BETWEEN CANOPY

MANUFACTURER AND CFM ENGINEER

WOOD LOOK PLANK

SYSTEM (FIELD INSTALLED)

BASIS OF DESIGN:

TRESPA PURA. CLIPS TO

BE SPACED AT 18" O.C.

PROVIDE J TRIM AT LIGHT

FIXTURE OPENINGS.

NOTE: CFM ENGINEER TO

COORDINATE WITH PREFAB

CANOPY MANUFACTURER

LOADING REQUIREMENTS

A

11"

AE502

A9

ROOF AS SCHEDULED

RUN ROOF AVB OVER

PARAPET AND LAP

WITH WALL AVB

3/4" EXTERIOR

PLYWOOD OVER 2 1/2"

RIGID INSULATION

RUN ROOF MEMBRANE

OVER TOP OF PARAPET

AND LAP OVER AVB

WRAP AVB OVER

LADDER FRAMING

METAL COPING

COLOR TO MATCH

STANDING SEAM ROOF

3.1

BRICK TO WRAP

END WALL

BRICK VENEER OVER

CONCRETE SCREEN

WALL. BRICK TO MATCH

BUILDING FACADES

CONCRETE SCREEN WALL.

SEE STRUCTURAL DRAWINGS

TRUSS BEARING

134' - 0"

BENCHMARK

134' - 6"

HH.1

STANDING SEAM METAL

ROOF W/ END CLOSURE

CONT. ROOF

UNDERLAYMENT

TO LAP OVER AVB

METAL DRIP EDGE

FIBER CEMENT FASCIA

TRIM, 1x12

5/8" PLYWOOD

EXTERIOR GRADE

FIBER CEMENT

SOFFIT PANEL

SPRAY FOAM INSULATION

CFM TRUSS,

SEE STRUCTURAL

DRAWINGS, TYP.

FIBER CEMENT

TRIM, 1x6

RABBETED FIBER

CEMENT

TRIM, 1x4

CFM OUTRIGGER

FIBER CEMENT FASCIA

TRIM, 1x4

11"

12"

M

IN

COUNTERFLASH WITH AVB

TERMINATION BAR, SET IN

SEALANT

TWO PART SNAP LOCK

FLASHING WITH 8" LEG UP

WALL

3/4" EXTERIOR GRADE

PLYWOOD

ROOF MEMBRANE TO

WRAP UP FACE OF WALL

12" MIN

11"2' - 1 1/4"

1"

1 1/8" 12"

CANOPY FRAMING

SEE STRUCTURAL DWGS

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

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C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

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C H

R

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/2

:4

:2

P M

AE503

SECTION DETAILS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

1 1/2" = 1'-0"

F9 EXTERIOR DETAIL - SCREEN WALL FOUNDATION

3" = 1'-0"

D9 EXTERIOR DETAIL - SCREEN WALL COPING

3" = 1'-0"

B7 EXT DOOR - MTL STUD - METAL - HEAD - 1

3" = 1'-0"

D7 EXT DOOR - MTL STUD - METAL - JAMB-1

3" = 1'-0"

F7 DOOR SILL DETAIL - STEEL DOORS AND FRAMES

1 1/2" = 1'-0"

F4 CANOPY DETAIL

1 1/2" = 1'-0"

D4 PARAPET DETAIL

1 1/2" = 1'-0"

B9 EXTERIOR SCREEN WALL DETAIL

1 1/2" = 1'-0"

F1 EXTERIOR SECTION - CANOPY - Callout 1

RETURN GYPSUM BOARD

UP 6" ABOVE CEILING

3 5/8" 25 GA. METAL STUD

FRAMING @ 16" O.C.

SCHEDULED CEILING SEE

REFLECTED CEILING PLAN

FOR SPECIFICATIONS &

HEIGHTS

3 5/8" 25 GA. METAL

CONTINOUS STUD HEADER

RETURN GYPSUM BOARD

UP 6" ABOVE CEILING

LIGHTGLASS SKYLIGHT SYSTEM

PER MANUFACTURER

8' - 10"

LOW ROOF T.O.

BEAM

129' - 2"

RETURN GYPSUM BOARD

UP 6" ABOVE CEILING

3 5/8" or 6" CFMS TO MATCH

ADJACENT WALL THICKNESS.

3 3/8" TO BE USED WHEN NO

WALLS ARE ADJACENT

SCHEDULED CEILING. SEE

REFLECTED CEILING PLAN

FOR SPECIFICATIONS &

HEIGHTS

3 5/8" 25 GA. METAL

CONTINOUS STUD HEADER

2 1/2" STUD BRACE 32" O.C. TIE

TO STRUCTURE ABOVE

5/8" GYPSUM BOARD FASCIA TO

6" ABOVE FINISHED CEILING

SCHEDULED CEILING SEE

REFLECTED CEILING PLAN FOR

SPECIFICATIONS & HEIGHTS

2 1/2" 25 GA. METAL STUD

FRAMING @ 16" O.C.

2 1/2" 25 GA. METAL CONTINOUS

STUD HEADER

CONTINUOUS METAL

CORNER BEAD

5/8" GYPSUM BOARD SOFFIT

SEE RCP

SEE RCP

SCHEDULED

CEILING

SEE RCP

GYPSUM

BOARD SOFFIT

SEE PLAN FOR DIMENSION

SEE RCP

SEE RCP

RETURN GYPSUM BOARD

UP 6" ABOVE CEILING

3 5/8" CFMS

3 5/8" 25 GA. METAL

CONTINOUS STUD HEADER

FWP-1 APPLIED

TO FACE &

FRAMED WITH

QS-1

9"

FWP-2 APPLIED TO

FACE

QS-1

RECEPTION SIDEWAITING SIDE

QS-1

EDGE OF QS-1

BEYOND

SCHEDULED BASE

FINISHED FLOOR

/2

/2

/2

/2

1/2" PLYWOOD ON

2x6 FRAMING

FWP-1

APPLIED TO

FACE &

FRAMED WITH

QS-1

9"

FWP-2

APPLIED TO

FACE

QS-1

WAITING SIDERECEPTION SIDE

QS-1

SCHEDULED BASE

FINISHED FLOOR

EDGE OF QS-1 BEYOND

/2

/2

/2

/2

1/2" PLYWOOD ON

2x6 FRAMING

1' - 6"

SOLID SURFACE

COUNTER

RAKKS INSIDE

WALL MOUNT

COUNTER

SUPPORT

BRACKET OR

EQUAL; ATTACH

TO SIDE OF STUD

SCHEDULED BASE

FINISHED FLOOR

SS-1 CAP

FWP SCHEDULED WALL

PROTECTION

SCHEDULED WALL BASE

BLOCKING AS

REQUIRED

HSS POST BEYOND, SEE

STRUCTURAL

/2

3/8" OVERHANG, TYP

SEE ELECTRICAL

DRAWINGS FOR POWER &

DATA LOCATIONS

F-REVEAL FRY REGLET DRFM625-50 OR EQUAL

WALL AS SCHEDULED

PLAN

N .T

.S

M

A X

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

SCHEDULED WALL

BLOCKING AS

REQUIRED

SHELF

ADJUSTABLE SHELF

BRACKET

ADJUSTABLE SHELF

SUPPORT

SCHEDULED BASE

FINISHED FLOOR

1' - 6"

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

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C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

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O C

C A

P E

C O

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C H

R

.r v t

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/2

:4

:2

P M

AE520

INTERIOR DETAILS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB AM

100% CONSTRUCTION

DOCUMENTS

1 1/2" = 1'-0"

F7 GYPSUM SOFFIT @ LIGHTGLASS

3" = 1'-0"

F3 GYPSUM SOFFIT @ TRANSITIONS

3" = 1'-0"

F5 GYPSUM SOFFIT

3" = 1'-0"

F1 GYPSUM SOFFIT @ WAITING

1 1/2" = 1'-0"

D1 CHECK-IN DESK - 30"

1 1/2" = 1'-0"

D3 CHECK-IN DESK - 42"

1 1/2" = 1'-0"

D5 CONCEALED COUNTER BRACKET

1 1/2" = 1'-0"

D7 PARTIAL HEIGHT WALL

1 1/2" = 1'-0"

A9 FULLY RECESSED FIRE EXTIGUISHER CABINET

Revisions Date

1 1/2" = 1'-0"

F9 ADJUSTABLE WALL SHELVES

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 WOOL

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

PUTTY 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

M6 09P62M6 6"

M8 09P82M8 8"

M4 09P42M4 3 5/8"

SMOKE PARTITIONS

TYPICAL PARTITIONS

AE601

B5

CEILING AS

SCHEDULED (SEE

CEILING PLANS FOR

LOCATION AND

HEIGHTS)

NOTE: MINIMUM SOUND TRANSMISSION CLASS RATING OF STC-49

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 WOOL

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

PUTTY 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"

M8 09P82M8 8"

M4 09P42M4 3 5/8"

AE601

B5

CEILING AS

SCHEDULED (SEE

CEILING PLANS FOR

LOCATION AND

HEIGHTS)

ATTACH DEFLECTION

TRACK TO STRUCTURE

AT 24" O.C. AND WITHIN

1" OF END.

HEAD CONDITION

PERPENDICULAR TO DECK

GWB PER

PARTITION TYPE

CONTINUOUS ACOUSTICAL JOINT

SEALANT ON BOTH SIDES

COPE GWB INTO FLUTES OF

DECKING AND AROUND BEAMS,

BRIDGING, PIPING, ETC...

ATTACH DEFLECTION

TRACK TO STRUCTURE

AT 24" O.C. AND WITHIN

1" OF END.

HEAD CONDITION

PARALLEL TO DECK

GWB PER

PARTITION TYPE

CONTINUOUS ACOUSTICAL

JOINT SEALANT BOTH SIDES

PROVIDE "Z"-CLIP

AS REQUIRED FOR

DEFLECTION TRACK

ATTACHMENT

MINERAL WOOL INSULATION

ABOVE DEFLECTION TRACK IN

METAL DECK FLUTES

MINERAL WOOL INSULATION

ABOVE DEFLECTION TRACK IN

METAL DECK FLUTES

ATTACH DEFLECTION

TRACK TO GWB AT 24"

O.C. AND WITHIN 1" OF

END.

HEAD CONDITION @ GWB

UNDER ROOF TRUSSES

GWB PER

PARTITION TYPE

CONTINUOUS ACOUSTICAL JOINT

SEALANT ON BOTH SIDES, TYP.

5/8" GYP CONTINUOUS ON

CFM FRAMING AT

UNDERSIDE OF PITCHED

ROOF TRUSSES, TYP.

FIRESTOP SEALANT ON BOTH

SIDES AT SMOKE PARTITIONS

(UL HW-D-0103)

/4

M

A X

FIRESTOP SEALANT ON BOTH

SIDES AT SMOKE PARTITIONS

(UL HW-D-0103)

/4

M

A X

FIRESTOP SEALANT ON BOTH

SIDES AT SMOKE PARTITIONS

(UL HW-D-0103)

/4

M

A X

COPE GWB INTO FLUTES OF

DECKING AND AROUND BEAMS,

BRIDGING, PIPING, ETC...

STRUCTURAL

FRAMING,

SEE STRUCTURAL

DWGS.

SCHEDULED

CEILING

5/8" GWB ON

3 5/8" MTL. STUDS

@ 16"O.C., TYP.

3 1/2" BATT INSULATION

FOR SOUND

ATTENUATION, TYP. UP TO

B.O. DECK, ABOVE

OPERABLE

PARTITION

2-LAYERS GWB,

PAINTED, TYP. B.S.

METAL CORNER

BEAD, TYP. B.S.

BRACKET

5 1/2"

UNISTRUT SYSTEM

0.38" DIA. HANGER RODS BY

PARTITION MANUFACTURER

HANGER BRACKET

BY MANUFACTURER

SOUND BAFFEL

#30 TRACK PRE-PAINTED

GUIDE RAIL

CEILING AS

SCHEDULED (SEE

CEILING PLANS FOR

LOCATION AND

HEIGHTS)

SCHLUTER (OR

EQUAL) ALUMINUM

COVE TRIM

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

ATTACH RUNNERS TO

FLOOR @ 24" O.C. AND

WITHIN 1" OF ENDS.

CONTINUOUS ACOUSTICAL

SEALANT

SCHEDULED FLOOR

SCHEDULED BASE

BASE CONDITION

PLAN CONDITION

ONE LAYER OF 5/8" TYPE "X"

GWB. W/ 1/16" LEAD LINING TO

7'-0" AFF ON IMAGING ROOM

SIDE OF METAL STUD @ 16"

O.C. VERIFY SHIELDING

REQUIREMENTS WITH

PHYSICIST REPORT

6" MINERAL WOOL

INSULATION FRICTION FIT

FOR SOUND DEADENING

LEAD LINING ON ALL

SIDES OF CUT OUTS AND

PENETRATIONS AS

REQUIRED TO MAINTAIN

CONTINUOUS

PROTECTION

HEAD CONDITION

CEILING AS SCHEDULED

2" WIDE LEAD STRIPS AT GWB

JOINTS, SAME THICKNESS AS

LEAD LINING. SHIM

INTERMEDIATE STUDS AS

NEEDED

5/8" TYPE 'X' GWB

AE601

B5

WALL TYPE STUD SIZE

METAL STUD WALL STUD SIZE SCHEDULE

M6B 6"

M4B 3 5/8"

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

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C A

P E

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/2

:4

:2

P

M

AE601

PARTITION TYPES & DETAILS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

3" = 1'-0"

F8 METAL STUD PARTITIONS - SOUND

3" = 1'-0"

D8 METAL STUD CHASES

3" = 1'-0"

B5 TYPICAL METAL STUD HEAD CONDITION

1 1/2" = 1'-0"

F1 OPERABLE PARTITION TRACK SOFFIT

3" = 1'-0"

F5 TOILET ROOM WALLS W/ PORCELAIN TILE

3" = 1'-0"

D5 METAL STUD LEAD LINED PARTITION

B

5/8"6"5/8"2 1/2"3/4"3 5/8"

11"

3 5/8" MASONRY VENEER

CONT. 2 1/2" RIGID INSULATION

CONTINUOUS SELF

ADHERED AVB

5/8" OSB SHEATHING

6" MTL STUD W/ FOAMED

IN PLACE INSULATION, 1"

MIN.

5/8" TYPE X GWB ON 6"

METAL STUDS

MASONRY ANCHOR

B

2 1/2" FIBERGLASS "Z" FURRING

FIBER CEMENT SIDING, TYP.

1X4 VERTICAL WOOD

BLOCKING AT 24" O.C.

CONT. 2 1/2" RIGID INSULATION

CONT. SELF ADHERED AVB

5/8" OSB SHEATHING

6" MTL STUD W/ FOAMED IN

PLACE INSULATION, 1" MIN.

5/8" GWB

3/4" 2 1/2" 5/8" 6"

11"

F.9

WALL BRACKET

VERTICAL PROFILE

TRESPA WALL PANEL

WALL BRACKET AND

ANCHOR

CONT. 3" RIGID INSULATION

CONT. SELF ADHERED AVB

5/8" OSB SHEATHING

6" MTL STUD W/ FOAMED IN

PLACE INSULATION, 1" MIN.

5/8" GWB

81/256" 1 39/128" 2 1/2" 5/8" 6" 5/8"

11"

B

2 1/2" FIBERGLASS "Z" FURRING

FIBER CEMENT SIDING, TYP.

1X4 VERTICAL WOOD

BLOCKING AT 24" O.C.

CONT. 2 1/2" RIGID INSULATION

CONT. SELF ADHERED AVB

5/8" OSB SHEATHING

6" MTL STUD W/ FOAMED IN

PLACE INSULATION, 1" MIN.

5/8" GWB

11"

5/8"6"5/8"2 1/2"3/4"3/4"

B

2 1/2" FIBERGLASS "Z" FURRING

FIBER CEMENT SIDING, TYP.

1X4 VERTICAL WOOD

BLOCKING AT 24" O.C.

CONT. 2 1/2" RIGID INSULATION

CONT. SELF ADHERED AVB

5/8" OSB SHEATHING

6" MTL STUD W/ FOAMED IN

PLACE INSULATION, 1" MIN.

5/8" GWB

3/4" 2 1/2" 5/8" 6" 9 GAUGE 5/8"

11"

E9 GAUGE, 3/4" DIAMOND,

EXPANDED METAL MESH

ATTACHED TO THE INSIDE

FACE OF THE EXTERIOR

WALL STUDS

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/3

/2

:4

:3

P M

AE602

EXTERIOR WALL TYPES & DETAILS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

3" = 1'-0"

F8 EXTERIOR WALL TYPE E1 - MASONRY ON 6" MTL

STUD

3" = 1'-0"

D8 EXTERIOR WALL TYPE E2 - CLAPBOARD SIDING ON

6" MTL. STUD

3" = 1'-0"

F5 EXTERIOR WALL TYPE E3 - WOOD LOOK TRESPA

3" = 1'-0"

D5 EXTERIOR WALL TYPE E4 - WOOD SHAKE ON 6"

MTL. STUD

NOTE: R-20.5 MIN. AVERAGE WALL

INSULATION (R-13 + R-7.5 CONTINUOUS)

NOTE: R-20.5 MIN. AVERAGE WALL

INSULATION (R-13 + R-7.5 CONTINUOUS)

NOTE: R-20.5 MIN. AVERAGE WALL

INSULATION (R-13 + R-7.5 CONTINUOUS)

NOTE: R-20.5 MIN. AVERAGE WALL

INSULATION (R-13 + R-7.5 CONTINUOUS)

3" = 1'-0"

B8 EXTERIOR WALL TYPE E5 - CLAPBOARD SIDING ON

6" MTL. STUD W/ DIAMOND MTL MESH

STANDING SEAM ROOFING

SELF-ADHERED

UNDERLAYMENT

3/4" PLYWOOD

(2) LAYERS OF CONT. 3" RIGID

INSULATION, STAGGERED JOINTS

CONTINUOUS VAPOR BARRIER

1/2" COVERBOARD

METAL DECK, SEE

STRUCTURAL DRAWINGS

CFM TRUSSES,

DELEGATED DESIGN

SEE STRUCTURAL

DRAWINGS

TPO ROOFING

1/2" COVERBOARD

REQUIRED TAPERED

INSULATION OVER MIN. (2)

LAYERS 3" RIGID INSULATION

CONTINUOUS VAPOR BARRIER

1/2" PLYWOOD

METAL DECK, SEE

STRUCTURAL DRAWINGS

STEEL FRAMING, SEE

STRUCTURAL DRAWINGS

8'

0"

M

IN

. O

VER

LA

P

3"

LAYER 1

LAYER 2

RIGID INSULATION

MECHANICALLY FASTENED

TO METAL DECK

SELF ADHERING

VAPOR RETARDER

NOTES:

1. STAGGER SEAMS OF

INSULATION SHEETS SO

THAT THE CENTER OF

INSULATION SHEETS ON

LAYER 2 ARE IN LINE

WITH SEAMS OF LAYER 1

INSULATION SHEETS.

2. BUTT ALL INSULATION

TIGHT AGAINST

ADJACENT INSULATION

AND OR WOOD

BLOCKING.

NOTES:

1. REMOVE ALL LEAD AND OTHER FLASHING.

2. PRE-MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE, REGARDLESS OF PIPE

DIAMETER.

3. APPLY IN-SEAM SEALANT 1/2" (A3 MM) FROM INSIDE EDGE OF PIPE SEAL FLANGE.

4. DECK FLANGES OF THE PRE-MOLDED PIPE FLASHING SHALL NOT BE OVERLAPPED, CUT

OR APPLIED OVER ANY ANGLE CHANGE.

LAP SPLICE

IN-SEAM SEALANT

(NOTE 3)

RIGID INSULATION

TPO MEMBRANE

PRE-MOLDED PIPE SEAL

WATER CUT-OFF MASTIC

1/2" TO 6 1/2"

NOTE 2

STAINLESS

STEEL

CLAMPING RING

SPLICING CEMENT

CONTINUOUS ROOF

UNDERLAYMENT TO

LAP OVER AVB ON

SHEATHING

METAL AND FOAM

CLOSURE SET

IN SEALANT.

STANDING SEAM METAL

ROOF W/ END CLOSURE

RIDGE CAP

TAPE AND SEALANT AT

FASTENERS PER

MANUFACTURER, TYP.

METAL ROOF DECK

SEE STRUCTURAL DRAWINGS

(2) LAYERS 3" RIGID INSULATION

(STAGGERED JOINTS) ON CONTINUOUS

VAPOR BARRIER

" M

IN

6" MIN

MINIMIZE

ROOFING FELT ON

MEMBRANE

FLASHING ON

APA WOOD

SHEATHING

COUNTER FLASH

CURB FLASHING IS

FABRICATED WITH 1"

STIFFENING LEG

CURB FLASH IS TO BE

INDEPENDENT FROM STRUCTURAL

CURB. CURB IS POSITIVELY

FASTENED TO PANELS,

THEREFORE CURB WILL EXPAND

AND CONTRACT WITH PANELS

FIELD CUT PANELS TO SUIT

CURB & RIVET TOGETHER WITH

CONT. SEALANT ON EACH SIDE

OF RIVETS. RIVETS @ 4" O.C.

MAX.

M

IN

M

IN

1"

1'-0"

4 3/8"

COUNTER FLASHING

COUNTER FLASHING FASTEN TO

MECH. CURB

CURB FLASHING IS TO BE INSTALLED

WITH A 1" CLEARANCE BETWEEN

FLASH & MECH. CURB

HEADWALL FLASHING WITH CLOSURE

SYSTEM USED AT HEAD OF CURB

RIVET PANEL TO CURB @ 4" 0.C. MAX.

WITH A CONTINUOUS BEAD OF

SEALANT ON EACH SIDE OF RIVETS.

AT STIFFENING BEADS SEAL WITH

FOAM ROD AND SEALANT

RIB CLOSURE

SLIDING HOOK CLIP TO

BE INSTALLED AT LEAST

1" FROM END OF CURB

CURB FLASHING IS

DESIGNED TO FLOAT

WITH EXPANSION AND

CONTRACTION OF THE

PANELS. A WEATHER-TIGHT

SEAL IS CRITICAL BETWEEN

BASE FLASHING &

UNDERSIDE OF PANELS

ROOFING FELT ON MEMBRANE

FLASHING ON APA WOOD

SHEATHING

" M

IN

" M

IN

2'-0"

41/4

9"

FORMED CRICKET

PANEL END CLOSURE

COUNTER FLASHING

COUNTER FLASHING FASTEN

TO MECH. CURB

RIVET PANEL TO CURB @ 4" O.C.

MAX. WITH A CONTINUOUS BEAD

OF SEALANT ON EACH SIDE OF

RIVETS. AT STIFFENING BEADS

SEAL WITH FOAM ROD & SEALANT

CURB FLASHING IS TO BE

INSTALLED WITH A 1" CLEARANCE

BETWEEN FLASHING AND

MECHANICAL CURB.

ROOFING FELT ON

MEMBRANE FLASHING

ON APA WOOD SHEATHING

JOGGLE CLEAT

VALLEY TRIM

MOVABLE CLIP

STANDING SEAM METAL

ROOF W/ END CLOSURE

W/ END CLOSURE

CONTINUOUS ROOF

UNDERLAYMENT

TO LAP OVER AVB

STANDING SEAM METAL

ROOF W/ END CLOSURE

METAL ROOF DECK

SEE STRUCTURAL DRAWINGS

STEEL ROOF JOISTS

SEE STRUCTURAL

DRAWINGS

(2) LAYERS 3" RIGID INSULATION

(STAGGERED JOINTS) ON CONTINUOUS

VAPOR BARRIER

4" MIN. TO 6" MAX.

12" MAX. HOLE IN

DECK

ROOF DRAIN

24" ROOF SUMP

RECEPTOR

TAPERED INSULATION

RIGID INSULATION

METAL DECK

16 GA. REINFORCING PLATE

PER STRUCTURAL DETAILS

Z100-C UNDERLOCK

CLAMP

IN-SEAM SEALANT

SPLICING CEMENT

LAP SEALANT

CLAMPING RING

WATER CUT-OFF

MASTIC

FASTENING PLATES @ MAX. 12" O.C.

FULLY ADHERED ROOF

MEMBRANE

FULLY ADHERED

ROOF MEMBRANE

PIPE INSULATION

M

IN

MIN.

6 1/128"

MIN.

* 3"

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

WBRCINC.COM

B

IM

/0

C o n s tr u c t R e p la c e m e n t O u tp a ti e n t

C lin ic /4

V A

C B

O C

C A

P E

C O

D

A R

C H

R

.r v t

/3

/2

:4

:3

P M

AE603

TYPICAL ROOF DETAILS REPLACEMENT OUTPATIENT

CLINIC DESIGN AT COAST

GUARD CAPE COD

JOINT BASE CAPE COD, BARNSTABLE MA

650-318

BUILDING 1

02/10/2022 JRB BRS

100% CONSTRUCTION

DOCUMENTS

3" = 1'-0"

F8 ROOF TYPE R1 - STANDING SEAM ON METAL DECK

3" = 1'-0"

C8 ROOF TYPE R2 - TPO ON METAL DECK

NOTE: R-30 MIN. AVERAGE CONTINUOUS ROOF INSULATION

NOTE: R-30 MIN. AVERAGE CONTINUOUS ROOF INSULATION

1/2" = 1'-0"

B5 STAGGERED ROOF INSULATION DETAIL

3" = 1'-0"

B3 PRE-MOLDED VENT PIPE FLASHING

3" = 1'-0"

D5 NON-VENTING HIP CAP - METAL ROOF

3" = 1'-0"

D1 CURB DETAIL 3 - METAL ROOF

3" = 1'-0"

D3 CURB DETAIL 2 - METAL ROOF

3" = 1'-0"

F2 CURB DETAIL - METAL ROOF

3" = 1'-0"

F5 TYPICAL STANDING SEAM VALLEY

3" = 1'-0"

C5 TYPICAL ROOF DRAIN DETAIL