07 Architecture.pdf

F E

C F

E C

FEC

FEC

F E

C F

E C

F E

C

1 2 3 4 5

6 7

8 9 10 11 12

AA

BB

CC

D.2D.2

E.2E.2

E.8

E.8

F.8F.8

HH

II

JJ

DD

EE

F

F

GG

6.86.2

G.5G.5

C.2

ROOF

ROOF

ROOF

DN

DN

UP

CONSULT

WOMENS

WAITING

ELEC

TOILET

TOILET

NEURO

PSYCH/

TESTING

NEURO

PSYCH/

TESTING

NEURO

PSYCH/

TESTING

NEURO

PSYCH/

TESTING

NEURO

PSYCH/

TESTING

NEURO

PSYCH/

TESTING

NEURO

PSYCH/

TESTING

NEURO

PSYCH/

TESTING

STORAGE

206A

STORAGE

210A

STORAGE

213A

STORAGE

213B

GROUP

THERAPY

EAST STAIR

214A

NURSE/

TRIAGE

215A

CHECK-IN

CLERKS

TOILETS

TOILETS

STAFF ROOM

VJO / TCM /

TBI

SUD CONSULT

OFFICE

SUD CONSULT

OFFICE

TOILET

TOILET

BIO-FEEDBACK

TREATMENT

BIO-FEEDBACK

DR. PEKALA

BIO-FEEDBACK

DANIELLE

BIO-FEEDBACK

OFFICE

STORAGE

226B

WEST STAIR

219A

SUD CONSULT

OFFICE

SUD CONSULT

OFFICE

SUD CONSULT

OFFICE

SUD CONSULT

OFFICE

SUD CONSULT

OFFICE

IT

ELEC

SUD CONSULT

OFFICE

SUD CONSULT

OFFICE

SUD CONSULT

OFFICE

HOTEL

CONSULT

HOTEL

CONSULT

STORAGE

230A

EAST

CORRIDOR

200E

CENTER

CORRIDOR

200C

WEST

CORRIDOR

200W

C.1

A440

CONFERENCE

WAITING/

BREAK-OUT

200A

A440

W01W01 W01

0 13

BIO-FEEDBACK

INTAKE

226A

BIO-FEEDBACK

WAITING

HAC

219B

A. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK – GENERAL NOTES”

REGARDING THE VA’S DISCRETION IN SELECTING WORK TO BE DONE AFTERHOURS/OFF-

HOURS.

B. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK – ADDITIONAL NOTES FOR

STERILE PROCESSING SERVICE (SPS)” REGARDING WORK IN, ADJACENT TO, OR THAT MAY

AFFECT SPS.

C. GENERAL ARRANGEMENT AND OVERALL PLANS ARE INTENDED TO GIVE AN OVERVIEW OF

WORK. REFER TO CORRESPONDING DRAWINGS ACROSS ALL DISCIPLINES FOR FULL EXTENT

OF WORK.

EXISTING CONSTRUCTION

TO REMAIN

NEW PARTITION WALL

AREA NOT IN CONTRACT

MATCHLINE

FIRE EXTINGUISHER

CABINET - REFER TO

DETAIL 1/A515

SURFACE MOUNTED FIRE

EXTINGUISHER CABINET

REFER TO DETAIL 2/A515

2 HOUR FIRE &

SMOKE

SEPARATION

1 HOUR FIRE &

SMOKE

SEPARATION

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

03 AUG 2020

GENERAL ARRANGEMENT

PLAN - SECOND FLOOR

RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

RFR ARCH

542-18-106

A012

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

1/8" = 1'-0"

GENERAL ARRANGEMENT PLAN - SECOND FLOOR

PLAN GENERAL NOTES

PLAN LEGEND

0 4' 8' 16'

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

ADDENDUM 1 03 AUG 2020

DN

E

C

A L

IG

N

8 9 10 11 12

E.8

E.8

F.8F.8

HH

II

JJ

F

F

GG

6.8

G.5G.5

MENTAL

HEALTH EXAM

ROOM

MENTAL

HEALTH

CONSULT

OFFICE

PRIMARY

CARE EXAM

ROOM

PRIMARY

CARE EXAM

ROOM

SUPPLY

PRIMARY

CARE EXAM

ROOM

PRIMARY

CARE EXAM

ROOM

PRIMARY

CARE EXAM

ROOM

PRIMARY

CARE EXAM

ROOM

MEDS

GROUP ROOM

EAST STAIR

120A

STORAGE

119A

CLERK AREA

121A

CHECK-IN

CLERKS

SUPERVISOR

OFFICE

STAFF ROOM

CRASH CART

114A

DN

121A

4A

/1 A101.3

A .2

9'

- 2

/4

13' - 1 1/4"

1/

2"

29' - 5 7/8" 16' - 5 1/2"

6'

- 8

TYP4

TYP4

TYP4

TYP4

TYP4

TYP7

TYP7

TYP5

TYP5

TYP7

TYP7

TYP 7

0A

0B

11 11

/12 A430

A

A

/10 A430

/1 A401

A

/3 A401

A

/9 A401

A

/11 A401

A

/5 A401

A

A

A4026

4B

9 9

4B

9 9

4B

1 1

9 9

9 9

9A

UP

4B

9A

9 2

4B

/11 A432

/9 A432

A

A

4B

4B

4B

4B

9A

A503

A511

SIM

119A

2' - 0"

2'

- 0

0"

7' - 6"

3/

4"

9'

- 3

/8

9'

- 3

9'

- 3

/8

9'

- 3

/8

8'

- 4

/8

7' - 6"

8'

- 1

3/

4" 8'

- 1

5/ 8"

8'

- 1

3/

8" 9'

- 2

/1 6"

7"

1/

4B

3'

- 1

/8

7' - 6"12' - 8 1/8"

2' - 6 1/2"

8'

- 1

/1

6"

3' - 6" 4' - 9"5'

- 3

7' - 11 1/8"1' - 4 1/2"

A. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK – GENERAL NOTES”

REGARDING THE VA’S DISCRETION IN SELECTING WORK TO BE DONE AFTERHOURS/OFF-

HOURS.

B. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK – ADDITIONAL NOTES

FOR STERILE PROCESSING SERVICE (SPS)” REGARDING WORK IN, ADJACENT TO, OR

THAT MAY AFFECT SPS.

C. REFER TO GENERAL NOTES ON GI001 AND GI002.

D. REFER TO SHEET SERIES AI AND QH FOR FINISHES AND EQUIPMENT.

E. REFER TO SHEET A001 & A002 FOR DETAILS FOR WALL GUARDS, CRASH RAILS,

HANDRAILS, INTEGRAL COVE BASE, CORNER GUARDS.

F. REVIEW THIS DRAWING IN CONJUNCTION WITH CORRESPONDING FIRE PROTECTION,

PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR FULL SCOPE OF

CONSTRUCTION WORK.

G. REFER TO SHEET A501 FOR PARTITION TYPES.

H. REFER TO SHEET SERIES A600 FOR DOOR AND WINDOW SCHEDULES.

I. ALL DIMENSIONS ARE TO THE FINISHED FACE.

J. SEAL/FIRESTOP ALL OPENINGS IN ALL FIRE RATED WALLS TO CREATE A CONTINUOUS

SYSTEM. INCLUDES ALL EXPOSED CONDUIT AND PIPING.

K. EACH PARTITION NOTED TO CARRY AN ACOUSTIC RATING SHALL CARRY THAT RATING

IN THE ENTIRETY OF ITS CONSTRUCTION TO CREATE A CONTINUOUS SYSTEM.

INCLUDES PLACEMENT AND SEALING OF PENETRATIONS, JUNCTION BOXES, ETC.

UNLESS NOTED OTHERWISE, PARTITIONS SHALL EXTEND TO THE STRUCTURE ABOVE

AND ACCOMMODATE ITS PROFILE.

L. NEW DOOR INSTALLATIONS SHALL COMPLY WITH THE FOLLOWING UNLESS OTHERWISE

NOTED: (A) ON THE PUSH SIDE OF DOORS: PROVIDE A MINIMUM CLEARANCE OF 12" AT

THE LOCK/LATCH SIDE FACE OF DOOR FRAME OPENING TO ANY FIXED CONSTRUCTION

THAT WOULD BE ADJACENT TO THE FACE OF PARTITION. (B) ON THE PULL SIDE OF

DOORS: PROVIDE A MINIMUM CLEARANCE OF 18" AT THE LOCK/LATCH SIDE FACE OF

DOOR FRAME OPENING TO ANY FIXED CONSTRUCTION THAT WOULD BE ADJACENT TO

THE FACE OF PARTITION. (C) IN METAL FRAMED GYPSUM BOARD PARTITIONS

TYPICALLY ON THE PULL SIDE OF DOORS WHERE THE HINGE SIDE OF A DOOR FRAME IS

PLACED ADJACENT TO ANY FIXED CONSTRUCTION, LOCATE THE DOOR SIDE FRAME

OPENING 4" FROM THE FIXED CONSTRUCTION.

M. PROVIDE METAL BACKING PLATE AT ALL WALL MOUNTED ITEMS, SEE EQUIPMENT

PLANS AND SCHEDULES.

N. NEW SUBSURFACE FLOOR PREPARATION: THE EXISTING CONCRETE FLOOR SUB-

SURFACES RESULTING FROM THE REMOVAL OF OLD FLOOR FINISHES (I.E., CERAMIC

TILE, VCT, MASTICS, VINYL SHEETS, ABATEMENTS, CARPETING, ETC.) OR GOING OVER

CONCRETE FLOOR REPAIRS OR INFILLS SHALL BE ENTIRELY SKIM COATED TO A

SMOOTH AND LEVEL FINISH, TO BE LEVEL WITH ALL ADJACENT FLOOR SURFACES

REQUIRING EXISTING FLOOR FINISH REMOVALS AND/OR NEW FLOOR FINISHES, SUCH

THAT THE FINAL FINISHED FLOORS ARE SMOOTH AND LEVEL AND HAVE FINISH

TRANSITIONS AS SHOWN AND INTENDED. FOR BIDDING PURPOSES, FLOOR SKIM

COATING SHALL BE FIGURED AT 1/4” THICKNESS AVERAGE

O. FURRED PARTITIONS EXTEND TO STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

P. PATCH ALL ABANDONED OPENINGS IN EXISTING STRUCTURE, WHETHER CREATED OR

DISCONNECTED IN THE COURSE OF CONSTRUCTION. WHILE LOCATIONS ARE SHOWN FOR

REFERENCE, ALL LOCATIONS MAY NOT BE SHOWN.

EXISTING CONSTRUCTION

TO REMAIN

NEW PARTITION WALL

AREA NOT IN CONTRACT

MATCHLINE

FIRE EXTINGUISHER

CABINET - REFER TO

DETAIL 1/A515

SURFACE MOUNTED FIRE

EXTINGUISHER CABINET

REFER TO DETAIL 2/A515

2 HOUR FIRE &

SMOKE

SEPARATION

1 HOUR FIRE &

SMOKE

SEPARATION

2 4

1 3

NOTE: NOT ALL KEYNOTES MAY BE USED ON THIS DRAWING.

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

03 AUG 2020

ARCHITECTURAL PLAN - FIRST

FLOOR ZONE 4

RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

RFR ARCH

542-18-106

A101.4

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

1/4" = 1'-0"

ARCHITECTURAL PLAN - FIRST FLOOR ZONE 4

0 2' 4' 8'

PLAN KEYNOTES

1 NEW DUCT RISER, SEE CORRESPONDING DEMOLITION, STRUCTURAL,

AND M/E/P/FP DRAWINGS.

2 NEW PIPE RISER, SEE CORRESPONDING DEMOLITION, STRUCTURAL, AND

M/E/P/FP DRAWINGS

3 MILLWORK CASEWORK ASSEMBLY WITH SINK, TYP., SEE DETAILS AND

SPECS.

4 SOLID SURFACE SILL ASSEMBLY, SEE DETAILS

5 SEE WALL TYPES FOR TYPICAL FURRING

6 ROUND FURRED ENCLOSURE ON EXISTING COLUMN. SEE DETAIL 7/A502.

7 INTERIOR COLUMN: EXTEND FURRING TO 8” ABOVE CEILING.

8 INSTALL GYPSUM BOARD ON RATED ASSEMBLY PRIOR TO FRAMING

ADJACENT PARTITIONS.

9 EXISTING 2-HOUR FIRE RATED CONSTRUCTION TO REMAIN. ANY

DEPRESSIONS OR OPENINGS THROUGH THIS BARRIER, CREATED,

ABANDONED, OR DISCOVERED IN THE COURSE OF WORK, SHALL BE

FILLED OR SEALED AS REQUIRED TO MAINTAIN RATING. SEE GENERAL

NOTES AND SPECS.

10 NEW MECHANICAL FAN UNIT TO BE INSTAILLED. REPAIR AND PATCH

ROOFING TO NEW ROOF CURB. ALL FLASHING, MEMBRANES AND

ADHESIVES ARE TO BE COMPATIBLE WITH EXISTING ROOF SYSTEM.

11 PATCH ABANDONED OPENINGS IN CONCRETE DECK. APPROX.LOCATION

TAGGED. NUMBER AND SIZE OF OPENINGS VARIES. SEE ARCHITECTURAL,

STRUCTURAL, MEPFP DRAWINGS.

12 1-HOUR FIRE RESISTANCE RATED HORIZONTAL SHAFTWALL CEILING FOR

FULL EXTENT OF ROOM. SUPPORT FROM 1-HOUR FIRE RESISTANCE

RATED WALL PARTITIONS.

13 APPROX.LOCATION OF EXISTING SLAB OPENINGS ABOVE TO BE

ABANDONED AND INFILLED, SEE STRUCTURAL, ARCHITECTURAL,

HAZMAT, AND M/E/P/FP DRAWINGS.

14 FILL ABANDONED RISER OPENINGS. SEE STRUCT.

15 APPROX.LOCATION OF RELOCATED 3" STORM RISER. RISER IS INTENDED

TO FALL WITHIN PARTITION. FURR USING PARTITION TYPE 4, SEE SHEET

A501. IF A STRUCTURAL RIB INTERFERES, LOCATE RISER IN ADJACENT

ROOM 109/112/141/146 IF REQUIRED, SEE PLUMBING AND STRUCTURAL.

16 NEW 4" AND 2" FIRE PROTECTION RISERS. SEE FIRE PROTECTION

DRAWINGS FOR DETAILS.

17 INSTALL INSULATED FURRING PARTITION TIGHT TO EXISTING RISER.

18 CHASE DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. MINIMIZE

CHASE SIZE WHILE PROVIDING INSULATION PER WALL TYPES.

DUCTS/PIPES/CONDUIT BEING FURRED SHALL BE INSTALLED AS TIGHT TO

STRUCTURE AS POSSIBLE.

19 NEW ADA COMPLIANT FLOOR MOUNTED ANODIZED ALUMINUM HANDRAIL

PLAN LEGEND

PLAN GENERAL NOTES

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

PORCELAIN

TILE (PT-1)

PORCELAIN

TILE BASE

(PTB-1)

PORCELAIN

ACCENT

TILE (PT-3)

A5165

P8150

6'

- 6

" A .F

.F

A5109.B

A5109.C

A5109.A

A5200

PORCELAIN

TILE (PT-1)

PORCELAIN

TILE BASE

(PTB-1)

PORCELAIN

ACCENT

TILE (PT-3)

P8150

P9050P9050

3' - 5 1/2" 3' - 9 1/32"

6'

- 6

" A .F

.F

CT020

2'

- 1

0"

A5075

A1067

A5075

A1067A5080

P

PORCELAIN

TILE (PT-1)

PORCELAIN

TILE BASE

(PTB-1)

PORCELAIN

ACCENT

TILE (PT-3)

A5077

6'

- 6

" A .F

.F

CT020

A5109.C

A5109.A

2'

- 1

0"

A5200

A5075

PORCELAIN

TILE (PT-1)

PORCELAIN

TILE BASE

(PTB-1)

PORCELAIN

ACCENT

TILE (PT-3)

GYPSUM BOARD & METAL

FURRING INFILL AT EXISTING

WINDOW BEHIND.

U9050

P9050

6' - 10 1/8"

6'

- 6

" A .F

.F

A5109.A

A5109.C

PORCELAIN

TILE (PT-2)

PORCELAIN

TILE BASE

(PTB-2)

PORCELAIN

TILE (PT-3)

P9050

5' - 10 3/4"

6'

- 6

" A .F

.F

CT020

A5075

A1067

A5075

A1067 A5080

P

PORCELAIN

TILE (PT-2)

PORCELAIN

TILE BASE

(PTB-2)

PORCELAIN

ACCENT

TILE (PT-3)

2'

- 1

0"

6'

- 6

" A .F

.F

A5077

A5109.B

A5109.C

A5109.B

A5109.C

PORCELAIN

TILE (PT-2)

PORCELAIN

TILE BASE

(PTB-2)

PORCELAIN

ACCENT

TILE (PT-3)

P9050

U9050

P9050

U9050

P9050

5' - 2" 3' - 8 1/2" 5' - 1 3/4"

6'

- 6

" A .F

.F

WOMEN'S

RESTROOM

B02A

A5109.A

A5109.C

CT020

A5075

PORCELAIN

TILE (PT-2)

PORCELAIN

TILE BASE

(PTB-2)

U5090

A4995

P9050

U9050

A5165

5' - 7 5/8"

PORCELAIN

ACCENT

TILE (PT-3)

6'

- 6

" A .F

.F

A5109.C

A5109.A

A5200

PORCELAIN

TILE (PT-1)

PORCELAIN

TILE BASE

(PTB-1)

PORCELAIN

ACCENT

TILE (PT-3)

A5165

A4995

P9050

6'

- 6

" A .F

.F

A5090

EQEQ

PORCELAIN

TILE (PT-1)

PORCELAIN

TILE BASE

(PTB-1)

PORCELAIN

ACCENT

TILE (PT-3)

A5165

6'

- 6

" A .F

.FA5109.B

A5075 A1067

PORCELAIN

TILE (PT-1)

PORCELAIN

TILE BASE

(PTB-1)

PORCELAIN

ACCENT

TILE (PT-3)

P9050

P3000

A5077

6'

- 6

" A .F

.F

A5080

F2010 P

PORCELAIN

TILE (PT-1)

PORCELAIN

TILE BASE

(PTB-1)

PORCELAIN

ACCENT

TILE (PT-3)

P3000

6'

- 6

" A .F

.F

A5080

F2010P

PORCELAIN

TILE (PT-2)

PORCELAIN

TILE BASE

(PTB-2)

PORCELAIN

ACCENT

TILE (PT-3)

P3000

L1200

6'

- 6

" A .F

.F A5109.B

P3000

A5075

A1067

A5080

PORCELAIN

TILE (PT-2)

PORCELAIN

TILE (PT-2)

PORCELAIN

ACCENT

TILE (PT-3)

P9050

P3000

6'

- 6

" A .F

.F

A1067

A5077

PORCELAIN

TILE (PT-2)

PORCELAIN

TILE BASE

(PTB-2)

PORCELAIN

ACCENT

TILE (PT-3)

A5165

6'

- 6

" A .F

.FA5109.A

A5109.C

A5090

A5200

PORCELAIN

TILE (PT-2)

PORCELAIN

TILE BASE

(PTB-2)

PORCELAIN

ACCENT

TILE(PT-3)

A5165

P9050

6'

- 6

" A .F

.F

2' - 0"

2'

- 2

4"

M1840

3/4" 2' - 0" 1" 6' - 5"

F2000

F3200

F2000 F2000

CT030

F0410

TYP.

M1801

TYP.

F0275

TYP.

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

03 AUG 2020

INTERIOR ELEVATIONS RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

RFR ARCH

542-18-106

A414

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

1/2" = 1'-0"

Room B02 - East 1/2" = 1'-0"

Room B02 - North

1/2" = 1'-0"

Room B02 - South 1/2" = 1'-0"

Men's Restroom B02 - West

1/2" = 1'-0"

Room B02A - East 1/2" = 1'-0"

Room B02A - North

1/2" = 1'-0"

Room B02A - South 1/2" = 1'-0"

Women's Restroom B02A - West

1/2" = 1'-0"

Toilet 103, 204 - East 1/2" = 1'-0"

Toilet 103, 204 - North

1/2" = 1'-0"

Toilet 103, 204 - South 1/2" = 1'-0"

Toilet 103, 204 - West

1/2" = 1'-0"

Toilet 104, 205 - East 1/2" = 1'-0"

Toilet 104, 205 - North

1/2" = 1'-0"

Toilet 104, 205 - South 1/2" = 1'-0"

Toilet 104, 205 - West

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4' 0 1' 2' 4'

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

ADDENDUM 1 03 AUG 2020

1/2" = 1'-0"

215A Nurse Triage - East

1/2" = 1'-0"

215A Nurse Triage - West 1/2" = 1'-0"

215A Nurse Triage - South

1/2" = 1'-0"

215A Nurse Triage - North

E

C

F E

C F0275

E0220

M1801

A1015

F3200

A5145

A5145

F0420

SCHED. WALL BASE

E0220

A1015

F0275

F2000

M1801

P

D P

F0305 F0305 F0420F0420

A

/7 A430

A

/5 A430

PSYCH/SOCIAL

CONSULT

OFFICE

F0420

F0420

F0305

F0305

E0220

A1015M1801

ACT-1

9' - 0"

ACT-1

9' - 0"

PSYCH/SOCIAL

CONSULT

OFFICE

PRIMARY

CARE EXAM

ROOM

/12 A430

A

A

/10 A430

U1001 F0210

M9025

F0340

M4116

F2010

M4100

M4200

A5180

ACT-1

9' - 0"

PRIMARY

CARE EXAM

ROOM

M4116

M9025

F0210F2010

M4200

PP

U1004

U1802

D2525

M4116

A1132

M4200

P P

M4100

F2010

U1001

D P

M9025

SCHED WALL BASE

D2525

A5080

A5077

A5075

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

03 AUG 2020

TYPICAL ROOMS RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

RFR ARCH

542-18-106

A430

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

1/2" = 1'-0"

Typical Office - East 1/2" = 1'-0"

Typical Office - North

1/2" = 1'-0"

Typical Office - South 1/2" = 1'-0"

Typical Office - West

1/2" = 1'-0"

Floor Plan - Typical Office 1/2" = 1'-0"

Ceiling Plan - Typical Office

Typical Office Axon

1/2" = 1'-0"

Floor Plan - Typical Primary Care Exam Room 1/2" = 1'-0"

Ceiling Plan - Typical Primary Care Exam Room

1/2" = 1'-0"

Typical Primary Care Exam Room - East 1/2" = 1'-0"

Typical Primary Care Exam Room - North

1/2" = 1'-0"

Typical Primary Care Exam Room - South 1/2" = 1'-0"

Typical Primary Care Exam Room - West

Typical Primary Care Exam Room Axon

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

Revisions: Date:

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

ADDENDUM 1 03 AUG 2020

MENTAL

HEALTH EXAM

ROOM

U1001 F0210

M9025

F0340

/5 A431

A

A

/7 A431

M4116

F2010

M4200 M4100

ACT-1

9' - 0"

MENTAL

HEALTH EXAM

ROOM

M9025

F2010

M4116

P

P F0210

M9025U1001

D P

SCHED.

WALL BASE

A5180

PP

U1004

U1802

D2525

F0340

A1132

M4200M4116

M4100

F2010

A5075

A5077

A5080

BIO-FEEDBACK

DR. PEKALA

F0420 F0420

F0305

F0305

F0265

F0275E0224

A5145A5145

A1015M1801

/12 A431

/10 A431

A 1/

A

BIO-FEEDBACK

DR. PEKALA

F0265

F0305

F0265

F0305

P

F0420 F0420 F0305

E0224

F0275

F3200

F0265

F0305

F0275

E0224

M1801

A1015

F2000P

E0224

F0275

F0420

A1015

M1801

P

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

03 AUG 2020

TYPICAL ROOMS RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

RFR ARCH

542-18-106

A431

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

1/2" = 1'-0"

Floor Plan - Typical Mental Health Exam 1/2" = 1'-0"

Ceiling Plan - Typical Mental Health Exam

1/2" = 1'-0"

Mental Health Exam - East 1/2" = 1'-0"

Mental Health Exam - North

1/2" = 1'-0"

Mental Health Exam - South 1/2" = 1'-0"

Mental Health Exam - West

Mental Health Exam Axon

1/2" = 1'-0"

Floor Plan - Typical Bio-Feedback 1/2" = 1'-0"

Ceiling Plan - Typical Bio-Feedback

1/2" = 1'-0"

Typical Bio-Feedback - East 1/2" = 1'-0"

Typical Bio-Feedback - North

1/2" = 1'-0"

Typical Bio-Feedback - South 1/2" = 1'-0"

Typical Bio-Feedback - West

Typical Bio-Feedback Axon

SCHED.WALL BASE

SCHED. WALL BASE

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'0 1' 2' 4'

Revisions: Date:

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

ADDENDUM 1 03 AUG 2020

SE

CT

IO

N

VI

EW

PL

AN

V

IE

W

SE

CT

IO

N

VE

IW

SEE SCHEDULE BELOW FOR PARTITION WIDTH

LINE OF CONCRETE SLAB

METAL STUD AT 16" ON CENTER.

METAL RUNNER. SECURE TO

CONCRETE SLAB 24" ON CENTER.

(1) LAYER OF 5/8" TYPE X GYPSUM BOARD

ON BOTH SIDES OF METAL STUDS (USE

MOISTURE RESISTANT GYPSUM BOARD IF

TO RECEIVE CERAMIC TILE ).

3" SOUND ATTENUATION BATT

INSULATION

LINE OF CEILING

NON-RATED PARTITION

STUD WIDTH PARTITION

WIDTH

3 5/8" 5 1/2"

TAG

1 HR FIRE-RATED PARTITION

STUD WIDTH PARTITION

WIDTH

3 5/8" 4 7/8"

TAG

FURRING PARTITION

STUD WIDTH PARTITION

WIDTH

3 5/8" 4 1/4"

TAG

PLUMBING PARTITION

STUD WIDTH PARTITION

WIDTH

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

TAG

SEE SCHEDULE BELOW FOR PARTITION WIDTH

METAL STUD AT 16" ON CENTER OR

FURRING CHANNEL, SEE SCHEDULE

BELOW FOR DETAILS.

METAL RUNNER. SECURE TO

CONCRETE SLAB 24" ON CENTER.

(1) LAYER OF 5/8" TYPE X GYPSUM BOARD

AT EXPOSED SIDE OF METAL STUDS.

2 ROWS OF METAL STUDS AT 16" ON CENTER.

METAL RUNNER. SECURE TO

CONCRETE SLAB 24" ON CENTER.

(1) LAYER OF 5/8" TYPE X GYPSUM BOARD

AT EXPOSED SIDES OF METAL STUDS.

3" SOUND ATTENUATION BATT

INSULATION.

U419

ACOUSTICAL SEALANT AT BOTH SIDES

ACOUSTICAL SEALANT AT BOTH SIDES ACOUSTICAL SEALANT AT BOTH SIDES

SHAFT PARTITION

STUD WIDTH PARTITION

WIDTH

TAG

METAL C-H STUD FRAMING AT 24" MAX

OC.

METAL J RUNNER. SECURE TO

CONCRETE SLAB 24" ON CENTER.

(1) LAYER 5/8" TYPE "X" GYPSUM BOARD.

UL LISTED FIRE RESISTIVE JOINT

SYSTEM

1" GYPSUM LINER PANEL. FRICTION FIT.

FIRE

RATING

UL DESIGN

NUMBER

1 1/2" HAT

CHANNEL 2 1/8"

FIRE

RATING

STC

RATING

UL DESIGN

NUMBER

STC

RATING

STC

RATING

STC

RATING

STC

RATING

FIRE

RATING

UL DESIGN

NUMBER

FIRE

RATING

UL DESIGN

NUMBER

FIRE

RATING

UL DESIGN

NUMBER

4" 4 5/8"

1 HR

FIRE

U415

SYSTEM A

1 3A 4

4B

5 6

4A 3 5/8"

UL LISTED FIRE RESISTIVE JOINT

SYSTEM

CROSS CONNECTION STUDS AT 16" OC

LOCATED HORIZONTALLY 48" OC MAX.

CROSS CONNECTION STUDS AT 16" OC

LOCATED HORIZONTALLY 48" OC MAX.

CONCRETE PAN STRUCTURE ABOVE -

PARTITION TO ATTACH TO UNDERSIDE

OF RIBS AND DECK CONTOURS

LINE OF CEILING

TY

P.8"

(1) ADD'L LAYER OF 5/8" TYPE X GYPSUM

BOARD ONE SIDE ONLY AT STC-50

PARTITIONS. (USE MOISTURE RESISTANT

GYPSUM BOARD IF TO RECEIVE CERAMIC

TILE ).

MASONRY - EXTERIOR WALL

STUD WIDTH PARTITION

WIDTH

1' 2 1/4"

TAG FIRE

RATING

UL DESIGN

NUMBER

2 HR

FIRE

U415

SYSTEM B

STC

RATING

LINE OF CEILING

FACE BRICK TO MATCH EXISTING

1" AIR BARRIER

2" CONTINUOUS RIGID INSULATION

VAPOR PERMEABLE AIR BARRIER

8" CMU WALL

ELEVATOR SERVICE RM PARTITION

STUD WIDTH PARTITION

WIDTH

11 7/8"

TAG FIRE

RATING

UL DESIGN

NUMBER

1 HR

FIRE

U914

STC

RATING

8" NOMINAL CMU WALL

3 5/8" METAL STUD AT 16" ON CENTER AT

PARTITION TYPE 8.

(1) LAYER OF 5/8" TYPE X GYPSUM BOARD

AT ONE SIDE OF METAL STUDS AT

PARTITION TYPE 8.

METAL RUNNER. SECURE TO CONCRETE

SLAB 24" ON CENTER.

UL LISTED FIRE RESISTIVE JOINT SYSTEM

3 5/8"

SOUND ATTENUATION INSULATION AT

PARTITION TYPE 8. THICKNESS AS

REQUIRED TO FILL STUD CAVITY.

ACOUSTICAL SEALANT

4 1/4"

3" SOUND ATTENUATION INSULATION AS

REQUIRED. NO SOUND ATTENUATION

INSULATION AT WALL TYPE 4A AND 4B.

5A

5B

5C

3 5/8"

3 5/8"

3 5/8"

2'-8 5/8"

1'-8 1/2"

1'-0 7/8"

LINE OF CONCRETE SLAB

METAL STUD AT 16" ON CENTER.

METAL RUNNER. SECURE TO

CONCRETE SLAB 24" ON CENTER.

(1) LAYER OF 5/8" TYPE X GYPSUM BOARD

ON BOTH SIDES OF METAL STUDS (USE

MOISTURE RESISTANT GYPSUM BOARD IF

TO RECEIVE CERAMIC TILE ).

LINE OF CEILING

NON-RATED PARTITION

STUD WIDTH PARTITION

WIDTH

3 5/8" 4 7/8"

TAG

ACOUSTICAL SEALANT AT BOTH SIDES

FIRE

RATING

STC

RATING

UL DESIGN

NUMBER

CONCRETE PAN STRUCTURE ABOVE -

PARTITION TO ATTACH TO UNDERSIDE

OF RIBS AND DECK CONTOURS

CONCRETE PAN STRUCTURE ABOVE -

PARTITION TO ATTACH TO UNDERSIDE

OF RIBS AND DECK CONTOURS

CONCRETE PAN STRUCTURE ABOVE -

PARTITION TO ATTACH TO UNDERSIDE

OF RIBS AND DECK CONTOURS

(1) LAYER OF 5/8" FIRE RATED GYPSUM

BOARD ON EACH SIDE. 3 5/8" METAL

STUDS AT 16" O.C.EXTEND TO

UNDERSIDE OF METAL DECK.

SEE REFLECTED CEILING PLAN FOR

CEILING FINISH.

UL LISTED FIRE RESISTIVE

JOINT SYSTEM

CONTINUOUS RUNNER AT

TOP AND BOTTOM.

POWER DRIVEN FASTENER.

WALL BASE. SEE FINISH

SCHEDULE.

CONTINUOUS RUNNER AT

BOTH TOP AND BOTTOM.

20 GA. METAL CLOSURE PLATE AS

REQUIRED. COVER TWO LOWER

DECK RIBS FASTEN AT 24" OC.

3" SOUND ATTENUATION INSULATION

AS REQUIRED TO MAINTAIN STC50

ACOUSTIC SEPARATION FROM

ADJACENT ROOM.

16 GA. LONG LEG CHANNEL FASTENED

TO CLOSURE PLATE. DO NOT SCREW

GYP. BD. TO LONG LEG CHANNEL.

EXISTING RIBBED CONCRETE

DECK

1 HR

WALL BASE. SEE FINISH SCHEDULE.

WALL BASE. SEE FINISH SCHEDULE. WALL BASE. SEE FINISH SCHEDULE. WALL BASE. SEE FINISH SCHEDULE.

WALL BASE. SEE FINISH SCHEDULE.

3" SOUND ATTENUATION BATT

INSULATION.

FURRING - EXTERIOR WALL

STUD WIDTH PARTITION

WIDTH

2 1/2" 5 3/4" UNO

TAG

METAL STUD AT 16" ON CENTER OR

FURRING CHANNEL. SEE SCHEDULE

BELOW FOR ADDITIONAL INFORMATION.

METAL RUNNER. SECURE TO

CONCRETE SLAB 24" ON CENTER.

(1) LAYER OF 5/8" TYPE X GYPSUM BOARD

AT EXPOSED SIDE OF METAL STUDS.

ACOUSTICAL SEALANT

STC

RATING

FIRE

RATING

UL DESIGN

NUMBER

WALL BASE. SEE FINISH SCHEDULE.

STRUCTURE ABOVE. PARTITION

ATTACHMENT TO FOLLOW PROFILE.

LINE OF CEILING.

SEALANT & BACKER.

MEAL DEFLECTION TRACK. FASTEN TO

STRUCTURE ABOVE.

PARTITION WIDTH UNO

3" SPRAY INSULATION ON INTERIOR

SURFACE OF EXISTING WALL (FILL

CAVITY AT TYPE 9A).

EXISTING STRUCTURE.

-4C 2 1/2" 3 1/8"

2 1/2" 3 3/4" UNO9A

WALL BASE. SEE FINISH SCHEDULE.

7 5/8"

1 HR

FIRE

U914

8A NA

LINE OF CEILING

ELEVATOR SERVICE RM PARTITION

STUD WIDTH PARTITION

WIDTH

8 1/8"

TAG FIRE

RATING

UL DESIGN

NUMBER

NA NA

STC

RATING

6" NOMINAL CMU WALL

7/8" METAL FURRING AT 16" ON CENTER

FASTENED TO CMU.

(1) LAYER OF 5/8" TYPE X GYPSUM BOARD

FASTENED TO METAL FURRING.

UL LISTED FIRE RESISTIVE JOINT SYSTEM

7/8"

ACOUSTICAL SEALANT. TYPICAL.

WALL BASE. SEE FINISH SCHEDULE.

CONTINUOUS 7/8" METAL FURRING

BACKING AT BASE. FASTEN TO CMU.

STEEL SUPPORT ANGLES ANCHORED TO

STRUCTURE. SEE STRUCT DWGS. TYPICAL.

ACOUSTICAL SEALANT AT BOTH SIDESACOUSTICAL SEALANT AT BOTH SIDES

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

03 AUG 2020

PARTITION SCHEDULE AND

DETAILS

RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

RFR ARCH

542-18-106

A501

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

1" = 1'-0"

PARTITION TYPES

0 1/2' 1' 2'

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

VARIES

SEALANT AT BOTH SIDES

HM FRAME

(2) 4" X 20 GA STUDS

SEE PARTITION

TYPE

REFER TO PLANS AND DOOR

SCHEDULE FOR DOOR TYPE.

5 3/4"

2"

1/

4"

1/2" 1/2"

EQ 1 9/16" EQ

VA

RI

ES

SEALANT-BOTH SIDES

MINIMUM (3) JAMB ANCHORS.

ATTACH JAMB TABS TO DOUBLE

STUDS, TYPICAL.

FLOOR ANCHOR.

HM FRAME

(3) STUD CLIP ANCHORS PER

JAMB.

RETURN-LEG, TYP.

DOUBLE STUD, TYP.

SE

E

PA

RT

IT

IO

N

TY

PE

DOOR

EQ

9/

EQ

3/

4"

1/ 2"

1/ 2"

2"

3 1/4"

EXTERIOR INTERIOR

WALL BEYOND. REFER TO PARTITION

TYPES.

HOLLOW METAL DOOR FRAME.

8"STEEL THRESHOLD EXPANSION ANCHOR INTO

CONCRETE SLAB @ 8" O.C. (INTERIOR)

HOLLOW

METAL DOOR

SLOPE

1 15/16" 1 9/16"

5/ 8"

2"

1/2" 1/2"

VARIES

SEALANT AT BOTH SIDES

HM FRAME

(2) 4" X 20 GA STUDS

VARIES

SEE PARTITION

TYPE

REFER TO PLANS AND DOOR

SCHEDULE FOR DOOR TYPE.

4"

A

O

NL

Y

9/

/1 6"

5/8"2"

1/ 2"

1/ 2"

VA

RI

ES

SEALANT-BOTH SIDES

MINIMUM (3) JAMB ANCHORS.

ATTACH JAMB TABS TO DOUBLE

STUDS, TYPICAL.

FLOOR ANCHOR.

HM FRAME

(3) STUD CLIP ANCHORS PER

JAMB.

RETURN-LEG, TYP.

DOUBLE STUD, TYP.

VA

RI

ES

SE

E

PA

RT

IT

IO

N

TY

PE

DOOR

1 15/16" 1 15/16"

5/ 8"

2" O

R 4"

CONTINUOUS BACKER ROD

AND CAULK AT EACH SIDE.

HM FRAME

GROUT FILL FRAME.

AL

IG

N

7 5/8"

NOTE:

• COORDINATE FRAME DEPTH W/WALL

COMPONENT THICKNESS. 1" INCREMENT

ON STANDARD FRAME SIZES (4 3/4" - 8 3/4").

• COORDINATE DOOR AND FRAME WITH

COURSING OF MASONRY OPENING.

EXISTING LINTEL TO REMAIN

S E

E F

R A

M E

TY

P

E F

O R

D E

TA

IL

S

/1 6"

/1 6"

5/8"2"

ALIGN

NOTE:

• COORDINATE FRAME DEPTH W/WALL

COMPONENT THICKNESS. 1" INCREMENT ON

STANDARD FRAME SIZES (4 3/4" - 8 3/4").

• COORDINATE DOOR AND FRAME WITH

COURSING OF MASONRY OPENING.

CONTINUOUS BACKER ROD AND

SEALANT AT EACH SIDE.

GROUT FILL FRAME.

HOLLOW METAL FRAME.

MASONRY ANCHOR.

CMU WALL.

EQ

E

Q

VI

F

CONTINUOUS BACKER ROD AND

SEALANT AT EACH SIDE.

GROUT FILL FRAME.

HOLLOW METAL FRAME.

5/8" GYPSUM BOARD ON 3 5/8"

METAL STUD 16" O.C. TYP.

DOOR AS SCHEDULED

/1 6"

/1 6"

MASONRY ANCHOR.

EXISTING PLASTER TO REMAIN

CORNER BEAD TYP.

SOUND ATTENUATING INSULATION

/1 6"

/1 6"

5/8"2"

ALIGN

NOTE:

• COORDINATE FRAME DEPTH W/WALL

COMPONENT THICKNESS. 1" INCREMENT ON

STANDARD FRAME SIZES (4 3/4" - 8 3/4").

• COORDINATE DOOR AND FRAME WITH

COURSING OF MASONRY OPENING.

CONTINUOUS BACKER ROD AND

SEALANT AT EACH SIDE.

GROUT FILL FRAME.

HOLLOW METAL FRAME.

MASONRY ANCHOR.

EXISTING STRUCTURE TO REMAIN.

CORNER BEAD TYP.

(1) LAYER OF 5/8" TYPE X GYPSUM

BOARD AT EXPOSED SIDE OF METAL

STUDS.METAL STUD AT 16" ON

CENTER OR FURRING

CHANNEL. SEE SCHEDULE

BELOW FOR ADDITIONAL

INFORMATION.

3" SPRAY INSULATION ON INTERIOR

SURFACE OF EXISTING WALL (EXCEPT

AT TYPE 9A).

E Q

5/8" GYPSUM BOARD ON 3 5/8"

METAL STUD 16" O.C. TYP.

/1 6"

/1 6"

CORNER BEAD TYP.

SOUND ATTENUATING INSULATION

SEALANT-BOTH SIDES

FLOOR ANCHOR.

HM FRAME

DOUBLE STUD, TYP.

DOOR

E Q

(3) STUD CLIP ANCHORS PER

JAMB.

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

03 AUG 2020

DOOR DETAILS RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

RFR ARCH

542-18-106

A602

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

3" = 1'-0"

DOUBLE EGRESS HEADER

3" = 1'-0"

DOUBLE EGRESS JAMB

0 6" 9"3"0 6" 9"3"

3" = 1'-0"

EXTERIOR THRESHOLD

0 6" 9"3"

3" = 1'-0"

NOT USED

3" = 1'-0"

NOT USED

3" = 1'-0"

TYPICAL HEADER AT STUD WALL

3" = 1'-0"

TYPICAL JAMB AT STUD WALL

3" = 1'-0"

TYPICAL HEADER AT CMU WALL

3" = 1'-0"

TYPICAL JAMB AT CMU WALL

0 6" 9"3"0 6" 9"3"0 6" 9"3"0 6" 9"3"

3" = 1'-0"

TYPICAL JAMB AT EXISTING MASONRY WALL

3" = 1'-0"

TYPICAL JAMB AT EXISITING EXTERIOR WALL

0 6" 9"3"0 6" 9"3"

3" = 1'-0"

TYPICAL JAMB AT DEMOLISHED MASONRY WALL

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020

FINAL CONSTRUCTION DOCUMENTS SUBMISSION 31 JAN 2020

MANUAL DROP SEAL PROVIDES 2"

OPERATING CLEARANCE (+0.5" / -1.5")

FINISHED FLOOR

NOTE: FOR ADDITIONAL STRUCTURAL

FRAMING TO SUPPORT OPERABLE

PARTITION TRACK SYSTEM. SEE

STRUCTURAL DETAIL

0.38" DIA HANGER RODS

SOUND BAFFLE AS

REQD TO MEET

STC-50

UNISTRUT NUT

SPACER LOCATED IN

REMOVABLE TRACK ONLY

TRACK

PRE-PAINTED OFF WHITE

DUAL ROTATING STEEL

REINFORCED NYLON

TROLLEY

FENDER WASHER

VINYL TOP SEAL

5 1/4"

TRACK

M

IN

8"

FINISHED

CEILING

1"

2 1/2"

BASIS OF DESIGN FOR STC-50

OPERABLE PARTITION:

MODERNFOLD ACOUSTI-SEAL 931 OR

VA APPROVED EQUAL.

ALUMINUM CURVED THRESHOLD

FILL WITH CLOSED CELL SOUNDPROOFING FOAM

DOOR GASKET

2" 1/

4" 1/

4" 2"

1/ 4"

ACOUSTICAL THRESHOLD SEAL

50 STC PRE-ENGINEERED ACOUSTICAL DOOR

JAMB ACOUSTICAL SEAL FASTENED DIRECTLY TO

THE DOOR STOP OR JAMB

HEAD ACOUSTICAL SEAL FASTENED DIRECTLY TO

THE DOOR STOP OR JAMB

HEAD VIEW

SILL VIEW

FINISHED FLOOR

FILL WITH CLOSED CELL SOUNDPROOFING FOAM

PLAN VIEW

FILL WITH CLOSED CELL SOUNDPROOFING FOAM

ACOUSTICAL THRESHOLD SEAL

JAMB ACOUSTICAL SEAL FASTENED DIRECTLY TO

THE DOOR STOP OR JAMB

50 STC PRE-ENGINEERED ACOUSTICAL DOOR TO MEET

VA SPECIFICATION'S REQUIREMENTS

(1) JAMB ANCHOR AT FLOOR (2) ADDITIONAL

JAMB ANCHORS ATTACHED TO VERT MTL

STUD AND FIRE TREATED WOOD BLOCKING

50 STC WALL - TAG 1 SIMILAR - SEE SHEET

A501 AND DETAIL 14/530 FOR WALL

TERMINATION AT BOTTOM OF STRUCTURE

FIRE TREATED WOOD BLOCKING

(1) JAMB ANCHOR AT FLOOR

VERIFY WITH MANUFACTURER

SEE DETAIL 14/A530 FOR

GLASS ASSEMBLY

FOR WOOD DOOR WITH 50 STC GLASS

SIDELIGHT. VERIFY WITH MANUFACTURER

FOR SPECIAL CONDITION DETAILS

1 1/4"

3/4"

3/4"

3 3/4"

3/4"

1 1/4"

5 1/2"

BACKER ROD AND SEALANT

3/8" FLAT HEAD SLEEVE

ANCHORS 24" O.C. MAX. TYPICAL

3/8" FLAT HEAD SLEEVE

ANCHORS 24" O.C. MAX.

TYPICAL2" 2"

1/ 4"

2" 1"

2" 1"

4" MINIMUM AIR SPACE

1/4" OPAQUE LAMINATED GLASS

PURGE PORT

SHIMS AS REQUIRED

JAMB DETAILS

AT CMU WALL

FILL WITH CLOSED CELL

SOUNDPROOFING FOAM

PROVIDE HEAVY DUTY FRAME

AS PER MAUFACTURER'S SPECIFICATIONS

SILL

HEAD

PROVIDE SHIMS, BACKER ROD AND

SOUNDROOFING SEALANT AS PER

MAUFACTURER'S SPECIFICATIONS

PROVIDE SHIMS, BACKER ROD AND

SOUNDROOFING SEALANT AS PER

MAUFACTURER'S SPECIFICATIONS

UNDERSIDE OF EXISTING

FLOOR STRUCTURE

1 1/4" 3/4" 3/4"

3 3/4" 3/4"

1 1/4"

DOUBLE DEFLECTION TRACK SYSTEM

WITH 6" LEG TOP RUNNER

ATTACH 6" LEG TOP RUNNER TO EXISTING STRUCTURE

ATTACH CAPPING TRACK TO 3 5/8"

VERTICAL METAL STUD

FILL WITH CLOSED CELL SOUNDPROOFING FOAM

AND BACKER ROD AND SEALANT

FILL VERTICAL DEFLECTION GAP

WITH SOUND BATT INSULATION

FIRE TREATED WOOD BLOCKING

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS - NOT FOR CONSTRUCTION

03 AUG 2020

DOOR DETAILS RENOVATE BUILDING 4A&B FLOORS

OUTPATIENT MENTAL HEALTH CLINIC

VA Medical Center, Coatesville PA

RFR ARCH

542-18-106

A603

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

1 1/2" = 1'-0"

OPERABLE PARTITION DETAIL

1 1/2" = 1'-0"

STC 50 DOOR DETAIL

1 1/2" = 1'-0"

GLASS ASSEMBLY DETAILS

Revisions: Date:

FINAL CONCEPT DOCUMENTS SUBMISSION 15 JAN 2019

50% CONSTRUCTION DOCUMENTS SUBMISSION 16 APR 2019

MOD - 50% CONSTRUCTION DOCUMENTS SUBMISSION 21 JUN 2019

100% CONSTRUCTION DOCUMENTS SUBMISSION 3 JAN 2020