653-21-102_Roseburg Renovate Bldg 3 IFC Drawings Part6.pdf

95 cd

F1 A-302

6 7

8 9 10.1 11

A

B.1

C

D

D.9

F

7.8 8.7

E

B

542.92 5.24.3

D.1

B.9

A-201 C2 A-201C7

F6 A-304

F6 A-302

F6 A-302

A-202

C5

A-202C8A-202 C2

C1 A-302

C5 A-301

F1 A-301

F1 A-301

F3 A-304

F9 A-3041 123 10

4.9 7.2

C2 A-301

C7 A-302

X

Y

Z

REMOVE EXG VTR - PATCH

AND REPAIR HOLE THRU

ROOF WITH LIKE

CONSTRUCTION AND

REPLACE TILE FINISH TO

MATCH EXISTING

A-141

B9 A-141

B9

A-141

B9

A-141

B9

A-141B9 A-141 B9

SIM

SLOPE ROOF TO

SCUPPER AND

DOWNSPOUT

SLOPE ROOF TO

SCUPPER AND

DOWNSPOUT

NO CONSTRUCTION ON EXISTING ROOF EXCEPT AS NOTED -

PROTECT ROOF TILES DURING CONSTRUCTION OPERATIONS

ATTIC ACCESS

LOCATION BELOW

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPEC1

A-502

REMOVE PEELING PAINT

FROM ALL EXISTING

WOOD DORMER TRIM -

SAND AND REPAINT - TYP

ALL DORMERS

EXISTING METAL

LOUVERS TO REMAIN

EXG TILE ROOFING

MATERIALS TO REMAIN

EXG GUTTERS TO REMAIN

EXG FASCIA TRIM - CLEAN -

REMOVE PEELING PAINT -

SAND AND REPAINT

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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A-141

ROOF PLAN

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 KH LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/4" = 1'-0"F1 ROOF PLAN

0 8' 12' 16'4'

Graphic Scale: 1 inch = 4 feet

12" = 1'-0"B9 DORMER LOUVER

Revisions: Date:

SECOND FLOOR

21' - 0"

F1 A-302

ATTIC FLOOR

31' - 6"

FIRST FLOOR

10' - 0"

6 7 8 9 10.1 117.8 8.7542.92 5.24.3

F6 A-302

C1 A-302

C7 A-303

1 123 10

5'

- 9

2'

- 2

4.9 7.2

C7 A-302

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

F1 A-503

W3

A-101 B1

REMOVE EXG VTR -

PATCH AND REPAIR HOLE

THRU ROOF WITH LIKE

CONSTRUCTION AND

REPLACE TILE FINISH TO

MATCH EXISTING

1 1/2" 1 1/2"

3 3

3 3

3 3 3 3 3

333 3 3

4 4

151515 15 151515

1 1

3 3

4 4

E201c

C9

A-304

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

FIRST FLOOR

10' - 0"

A

B.1CDD.9F E BD.1 B.9

C5 A-301

F1 A-301

C2 A-301

F8 A-310

SECOND FLR RCP

29' - 4"

Z

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

W1

W1

W2

E209d

EXISTING LOUVER TO REMAIN

6 6

7 7

8a

C7

A-301

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

FIRST FLOOR

10' - 0"

A

B.1 C D D.9 FEB D.1B.9

F1 A-301 C2

A-301

F8 A-310

SECOND FLR RCP

29' - 4"

Z

F2 A-303

F6 A-303

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

C5

A-502

REPLACE EXG

LOUVER WITH

NEW TO FIT IN

EXG OPENING

14 14

6 6

4 4

18 18 18 18

C7

A-301

REMOVE EXG VTR -

PATCH AND REPAIR HOLE

THRU ROOF WITH LIKE

CONSTRUCTION AND

REPLACE TILE FINISH TO

MATCH EXISTING

EXG TILE ROOFING

MATERIALS TO REMAIN

EXG FASCIA TRIM - CLEAN -

REMOVE PEELING PAINT -

SAND AND REPAINT

SHEET KEY NOTES

1. ALL EXTERIOR WOOD TRIM SHALL BE CLEANED,

SANDED BY HAND TO REMOVE PEELING PAINT, AND

REPAINTED THE SAME WHITE.

2. WORK ON THE ROOF IS LIMITED TO REMOVAL OF ONE

VENT THROUGH ROOF, AND ACCESS TO THE DORMERS TO

CLEAN AND REPAINT THEM. PROTECT THE ROOF FROM

DAMAGE DURING CONSTRUCTION.

3. ALL EXISTING WOOD FRAMED WINDOWS AND DORMER

LOUVERS ARE TO BE REFURBISHED. SEE SHEET A-601

FOR REFURBISHING OF EXISTING WINDOWS AND DORMER

LOUVERS.

4. ALL EXISITNG WROUGHT IRON RAILINGS TO BE

REMOVED, SANDED BY HAND, AND REPAINTED HIGH

CLOSS BLACK AS SPECIFIED. REINSTALL RAILINGS IN

SAME LOCATION OR AS SHOWN ON PLANS.

6. NEW HANDRAIL - ALIGN TOP POST WITH FACE OF

EXG COLUMN - PROVIDE 1 1/2" GAP TO FACE OF BRICK

COLUMN - PAINT HIGH GLOSS BLACK TO MATCH

WROUGHT IRON

7. SALVAGE BRICK FROM DEMOLITION OF EXISTING

PORCH WALLS TO BUILD NEW BRICK COLUMNS.

8. METAL PANEL PARAPET - a= COLOR a, b= COLOR b

9. METAL COPING - MATCH ADACENT PARAPET PANEL

10. DARK BRONZE ANNODIZED SCUPPER AND

DOWNSPOUT - CONNECT TO UNDERGROUND STORM

WATER PIPE AS SHOWN ON CIVIL PLANS

11. CONCRETE PAVER STOOP ON ADJUSTABLE

PEDESTALS AT EXIT DOOR

12. NEW STEEL EXIT STAIR, GRIND ALL WELD

SMOOTH AND PAINT ALL EXPOSED STEEL SURFACES

AS SPECIFIED.

13. EXISTING BRICK VENEER TO REMAIN - CLEAN

OFF ALL MOSS AND OTHER GROWTH.

14. EXISTING COPPER SCUPPER AND

DOWNSPOUT - CLEAN AND REMOVE DEBRIS FROM

THRU-WALL PENETRATION AND DOWNSPOUT PIPE.

15. EXISTING ALUMINUM WINDOW TO REMAIN

16. NEW BRICK VENEER WALL AS SPECIFIED

17. PRECAST CONC. BELLY BAND WITH CONT DRIP

FRONT EDGE.

18. EXG BRICK COLS TO REMAIN - SAWCUT BRICK

JOINTS REMOVE ONLY ENOUGH BRICK ON THE

BACKSIDE OF EACH COLUMN (TYP OF 6) TO INSTALL

REBAR AND FILL SOLID W/ GROUT - SEE STRUCTURAL -

CLEAN BRICK AND REINSTALL WHEN GROUT IS

PROPERLY CURED - SHORE AS REQUIRED

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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A-201

EXTERIOR ELEVATIONS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 kh LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/4" = 1'-0"F1 NORTHEAST ELEVATION

1/4" = 1'-0"C7 NORTHWEST ELEVATION

1/4" = 1'-0"C2 SOUTHEAST ELEVATION

12" = 1'-0"C5 VTR REMOVAL

F1 A-302

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

678910.111 7.88.7 5 4 2.9 25.2 4.3 F6

A-302

C1 A-302

A-301 C5

C7 A-303

12 310

2'

- 2

5'

- 9

4.97.2 C7

A-302

SECOND FLR RCP

29' - 4"

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

F3 A-503 F1

A-503

E8

A-502

3 3

33333333 3

3 3

3 3 3 3 3 3 3 3 3

3333 3

108OE102

E201

E301b

3 3 3

1 1

1 1

14 14

7'-

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

A B

F6 A-304

C5 A-301

F3 A-304

SECOND FLR RCP

29' - 4"

XYZ

F2

A-303 F6

A-303

C5

A-502

C1

A-502

8b

8a

8a

E100 16

8b

C7

A-301

BRICK VENEER AT STAIR

TOWER TO HAVE SMOOTH

FINISH MODULAR BRICK -

TERRA COTTA, WITH

MATTE FINISH EVERY 6TH

ROW - SEE COLOR PALLETTE

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

67 55.2F6 A-302

6'

- 0

F9 A-304

4.97.2

3'

- 6

4'

- 6

3'

- 0

3'

- 6

4'

- 1

0" 2'

- 0

SECOND FLR RCP

29' - 4"

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

F8

A-503

8b

8b

8a

121b

E102b

C9

A-304

BRICK VENEER AT STAIR

TOWER TO HAVE SMOOTH

FINISH MODULAR BRICK -

TERRA COTTA, WITH

MATTE FINISH EVERY 6TH

ROW - SEE COLOR PALLETTE

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

A B

F6 A-304

C5 A-301

F3 A-304

SECOND FLR RCP

29' - 4"

X Y Z

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

C5

A-502

C1

A-502

8a

8a

8b

8b

C7

A-301

BRICK VENEER

AT STAIR

TOWER TO

HAVE SMOOTH

FINISH

MODULAR

BRICK - TERRA

COTTA, WITH

MATTE FINISH

EVERY 6TH

ROW - SEE

COLOR

PALLETTE

SHEET KEY NOTES

1. ALL EXTERIOR WOOD TRIM SHALL BE CLEANED,

SANDED BY HAND TO REMOVE PEELING PAINT, AND

REPAINTED THE SAME WHITE.

2. WORK ON THE ROOF IS LIMITED TO REMOVAL OF ONE

VENT THROUGH ROOF, AND ACCESS TO THE DORMERS TO

CLEAN AND REPAINT THEM. PROTECT THE ROOF FROM

DAMAGE DURING CONSTRUCTION.

3. ALL EXISTING WOOD FRAMED WINDOWS AND DORMER

LOUVERS ARE TO BE REFURBISHED. SEE SHEET A-601

FOR REFURBISHING OF EXISTING WINDOWS AND DORMER

LOUVERS.

4. ALL EXISITNG WROUGHT IRON RAILINGS TO BE

REMOVED, SANDED BY HAND, AND REPAINTED HIGH

CLOSS BLACK AS SPECIFIED. REINSTALL RAILINGS IN

SAME LOCATION OR AS SHOWN ON PLANS.

6. NEW HANDRAIL - ALIGN TOP POST WITH FACE OF

EXG COLUMN - PROVIDE 1 1/2" GAP TO FACE OF BRICK

COLUMN - PAINT HIGH GLOSS BLACK TO MATCH

WROUGHT IRON

7. SALVAGE BRICK FROM DEMOLITION OF EXISTING

PORCH WALLS TO BUILD NEW BRICK COLUMNS.

8. METAL PANEL PARAPET - a= COLOR a, b= COLOR b

9. METAL COPING - MATCH ADACENT PARAPET PANEL

10. DARK BRONZE ANNODIZED SCUPPER AND

DOWNSPOUT - CONNECT TO UNDERGROUND STORM

WATER PIPE AS SHOWN ON CIVIL PLANS

11. CONCRETE PAVER STOOP ON ADJUSTABLE

PEDESTALS AT EXIT DOOR

12. NEW STEEL EXIT STAIR, GRIND ALL WELD

SMOOTH AND PAINT ALL EXPOSED STEEL SURFACES

AS SPECIFIED.

13. EXISTING BRICK VENEER TO REMAIN - CLEAN

OFF ALL MOSS AND OTHER GROWTH.

14. EXISTING COPPER SCUPPER AND

DOWNSPOUT - CLEAN AND REMOVE DEBRIS FROM

THRU-WALL PENETRATION AND DOWNSPOUT PIPE.

15. EXISTING ALUMINUM WINDOW TO REMAIN

16. NEW BRICK VENEER WALL AS SPECIFIED

17. PRECAST CONC. BELLY BAND WITH CONT DRIP

FRONT EDGE.

18. EXG BRICK COLS TO REMAIN - SAWCUT BRICK

JOINTS REMOVE ONLY ENOUGH BRICK ON THE

BACKSIDE OF EACH COLUMN (TYP OF 6) TO INSTALL

REBAR AND FILL SOLID W/ GROUT - SEE STRUCTURAL -

CLEAN BRICK AND REINSTALL WHEN GROUT IS

PROPERLY CURED - SHORE AS REQUIRED

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

R os eb ur g B3

\0 4-

D

ES

IG

N

\R

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IT

\R

O

SE

BU

R

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A R

C H

3.

rv t

/6 /2

6:

:1

PM

A-202

EXTERIOR ELEVATIONS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 kh LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/4" = 1'-0"F1 SOUTHWEST ELEVATION

1/4" = 1'-0"C8 NW STAIR TOWER

1/4" = 1'-0"C5 SW STAIR TOWER

1/4" = 1'-0"C2 SE STAIR TOWER

F1 A-302

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

FIRST FLOOR

10' - 0"

6 7 8 9 10.1 117.8 8.7542.92 5.24.3 F6 A-302C1

A-302

C7 A-303

1 123 10 C7

A-302

SECOND FLR RCP

29' - 4"

A-601 C1

A-500 B6

212E201

E301

201202

UNIFORMS

BA107

204 203 211

LG EQPT

STORAGE

BA117

EMS STORAGE

BA108

ELECT

BA122

HR SUPPORT

2A308

SHARED

CONF/TRAIN

2A303

303b 301302

E209a

CORR

E101

CORR

E201

CORR

E301

308g

HR WORK

STATIONS

2A308D

HBPC

SUPPORT

1A209

WOOD ROOF / CEILING

STRUCTURE TO REMAIN -

CLEAN AND REPAINT E301a

E201a

E101a

3 3

R7 R7 R7 R7 R7 R7 3

4'

- 0

4'

- 0

SN-E

SN-R SN-R SN-R

SN-RSN-RSN-RSN-ESN-W

SN-RSN-MSN-RSN-R

SN-M SN-R

SN-W SN-E SN-R SN-R

SN-S

SN-Lw

A-320 D3

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

42.9 4.3

C1 A-302

SECOND FLR RCP

29' - 4"

F1 A-503

TOILET M

BA110

UTIL

BA112

LOG CHIEF

2A304B

LOGISTICS

SUPPORT

2A304

VISN 1

1A205

SHWR M2

BA110b

INFILL EXG PIT

WITH CONCRETE

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

F6 A-302

0"

0"

A-502 C9

SECOND FLR RCP

29' - 4"

A-310 F4

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

0"

E8

A-502

OPEN TO

CORR

BEYOND

OPEN TO

CORR

BEYOND

OPEN TO

CORR

BEYOND

EXG WALL SCONCES

TO BE RELOCATED TO

INTERIOR OF LOBBY

SHEET KEY NOTES

1. ALL EXTERIOR WOOD TRIM SHALL BE CLEANED,

SANDED BY HAND TO REMOVE PEELING PAINT, AND

REPAINTED THE SAME WHITE.

2. WORK ON THE ROOF IS LIMITED TO REMOVAL OF ONE

VENT THROUGH ROOF, AND ACCESS TO THE DORMERS TO

CLEAN AND REPAINT THEM. PROTECT THE ROOF FROM

DAMAGE DURING CONSTRUCTION.

3. ALL EXISTING WOOD FRAMED WINDOWS AND DORMER

LOUVERS ARE TO BE REFURBISHED. SEE SHEET A-601

FOR REFURBISHING OF EXISTING WINDOWS AND DORMER

LOUVERS.

4. ALL EXISITNG WROUGHT IRON RAILINGS TO BE

REMOVED, SANDED BY HAND, AND REPAINTED HIGH

CLOSS BLACK AS SPECIFIED. REINSTALL RAILINGS IN

SAME LOCATION OR AS SHOWN ON PLANS.

6. NEW HANDRAIL - ALIGN TOP POST WITH FACE OF

EXG COLUMN - PROVIDE 1 1/2" GAP TO FACE OF BRICK

COLUMN - PAINT HIGH GLOSS BLACK TO MATCH

WROUGHT IRON

7. SALVAGE BRICK FROM DEMOLITION OF EXISTING

PORCH WALLS TO BUILD NEW BRICK COLUMNS.

8. METAL PANEL PARAPET - a= COLOR a, b= COLOR b

9. METAL COPING - MATCH ADACENT PARAPET PANEL

10. DARK BRONZE ANNODIZED SCUPPER AND

DOWNSPOUT - CONNECT TO UNDERGROUND STORM

WATER PIPE AS SHOWN ON CIVIL PLANS

11. CONCRETE PAVER STOOP ON ADJUSTABLE

PEDESTALS AT EXIT DOOR

12. NEW STEEL EXIT STAIR, GRIND ALL WELD

SMOOTH AND PAINT ALL EXPOSED STEEL SURFACES

AS SPECIFIED.

13. EXISTING BRICK VENEER TO REMAIN - CLEAN

OFF ALL MOSS AND OTHER GROWTH.

14. EXISTING COPPER SCUPPER AND

DOWNSPOUT - CLEAN AND REMOVE DEBRIS FROM

THRU-WALL PENETRATION AND DOWNSPOUT PIPE.

15. EXISTING ALUMINUM WINDOW TO REMAIN

16. NEW BRICK VENEER WALL AS SPECIFIED

17. PRECAST CONC. BELLY BAND WITH CONT DRIP

FRONT EDGE.

18. EXG BRICK COLS TO REMAIN - SAWCUT BRICK

JOINTS REMOVE ONLY ENOUGH BRICK ON THE

BACKSIDE OF EACH COLUMN (TYP OF 6) TO INSTALL

REBAR AND FILL SOLID W/ GROUT - SEE STRUCTURAL -

CLEAN BRICK AND REINSTALL WHEN GROUT IS

PROPERLY CURED - SHORE AS REQUIRED

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

6 7 F6

A-302

7.2

SECOND FLR RCP

29' - 4"

F8

A-503

F5

A-502

FINISH PAINT ALL

SIDES OF ALL

STEEL PRIOR TO

INSTALLATION OF

CURTAIN WALL

FINISH PAINT ALL SIDES

OF ALL STEEL PRIOR

TO INSTALLATION OF

CURTAIN WALL

FINISH PAINT ALL SIDES

OF ALL STEEL PRIOR

TO INSTALLATION OF

CURTAIN WALL

E302

E202

E102a

ELEVATOR

DOOR

ELEVATOR

DOOR

ELEVATOR DOOR

8a 9

SN-Es SN-E

SN-Es SN-E

SN-Es

SN-E

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

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A-301

N-S BUILDING SECTIONS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 KH LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/4" = 1'-0"F1 N-S SECTION CENTER

1/4" = 1'-0"C2 N-S SECTION AT CROSS GABLE

1/4" = 1'-0"C5 N-S SECTION ELEVATOR LOBBY

1/4" = 1'-0"C7 S-N SECTION ELEVATOR LOBBY

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

A B.1 C D D.9 FEB D.1B.9

F6 A-304

C5 A-301

F1 A-301

F3 A-304

A-502 F3 F8

A-310

SECOND FLR RCP

29' - 4"

6"

X Y Z

FV

E

XG

O

PE

NI

NG

H

EI

GH

T

7'

- 2

5/ 8"

A-310 F2

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

4"

BREAK ROOM

BA115

LOG

SUPERVISOR

2A306

STAIR 1

E102

ELEV LOBBY

E200

ELEV LOBBY

E100

ELEV LOBBY

E300

CORR

E101

CORR

E201

CORR

E301

E100

STAIR

E202

STAIR

E302

A-320 F6

A-320 E6

A-320 C6

A-310 F3

3'

- 0

NEW HANDRAIL - ALIGN TOP POST

WITH FACE OF EXG COLUMN -

PAINT HIGH GLOSS BLACK TO

MATCH WROUGHT IRON -

PROVIDE 1 1/2" GAP TO FACE OF

BRICK COLUMN

C7

A-301

FV

E

XG

O

PE

NI

NG

H

EI

GH

T

7'-

FV

E

XG

O

PE

NI

NG

H

EI

GH

T

7'- 4"

8b

8a

8b

8a

ATTIC

SHEAR

WALLS

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

AB.1CDD.9F E BD.1 B.9

F1 A-301

C2 A-301

SECOND FLR RCP

29' - 4"

Z

F6 A-303

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

1' - 4"

2' - 0"

PAINT BOTT OF

CONCRETE DECK MIN 2'

PAST CEILING OPENING -

INCL ALL CONDUIT,

DUCTS, PIPES, ETC.

1' - 4"

2' - 0"

A-504 F8

PAINT BOTT OF

CONCRETE DECK MIN 2'

PAST CEILING OPENING -

INCL ALL CONDUIT,

DUCTS, PIPES, ETC.

1' - 4"

2' - 0"

1' - 4"

2' - 0"

TOILET M

2A302

TOILET M

1A202

206BILLING

1A206

EMS CHIEF

BA113

LOG ASST

CHIEF

2A304A

304a

CORR

E101

CORR

E201

CORR

E301

EMS SUPPORT

BA102

5"

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

AB.1CDD.9F E BD.1 B.9

F1

A-301

C2 A-301

SECOND FLR RCP

29' - 4"F2

A-303 F6

A-303

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

A-310 F1

2' - 10"

7'

- 0

2' - 10"

7'

- 0

NEW GALV STEEL

STAIR - PAINT TO

MATCH BRICKE201b

TOILET M

BA110

TOILET W

BA105UNIFORMS

BA107

UNION

1A203

SHARED

CONF/TRAIN

2A303

LOGISTICS

SUPPORT

2A304

CORR

E201

CORR

E301

304b

UN OFFC

1A203B

VISN 1

1A205

114a

304c

A-504 F5

1'

- 0

SIM

OPP

HAND

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

A B.1 C D D.9 FEB D.1B.9

F1 A-301

SECOND FLR RCP

29' - 4"

209a209b

308e 308c

HR SUPPORT

2A308

HAC

1A208

HBPC

SUPPORT

1A209

LG EQPT

STORAGE

BA117

CORR

E201

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

F6 A-503

B6

A-500

3'

- 0

SHEET KEY NOTES

1. ALL EXTERIOR WOOD TRIM SHALL BE CLEANED,

SANDED BY HAND TO REMOVE PEELING PAINT, AND

REPAINTED THE SAME WHITE.

2. WORK ON THE ROOF IS LIMITED TO REMOVAL OF ONE

VENT THROUGH ROOF, AND ACCESS TO THE DORMERS TO

CLEAN AND REPAINT THEM. PROTECT THE ROOF FROM

DAMAGE DURING CONSTRUCTION.

3. ALL EXISTING WOOD FRAMED WINDOWS AND DORMER

LOUVERS ARE TO BE REFURBISHED. SEE SHEET A-601

FOR REFURBISHING OF EXISTING WINDOWS AND DORMER

LOUVERS.

4. ALL EXISITNG WROUGHT IRON RAILINGS TO BE

REMOVED, SANDED BY HAND, AND REPAINTED HIGH

CLOSS BLACK AS SPECIFIED. REINSTALL RAILINGS IN

SAME LOCATION OR AS SHOWN ON PLANS.

6. NEW HANDRAIL - ALIGN TOP POST WITH FACE OF

EXG COLUMN - PROVIDE 1 1/2" GAP TO FACE OF BRICK

COLUMN - PAINT HIGH GLOSS BLACK TO MATCH

WROUGHT IRON

7. SALVAGE BRICK FROM DEMOLITION OF EXISTING

PORCH WALLS TO BUILD NEW BRICK COLUMNS.

8. METAL PANEL PARAPET - a= COLOR a, b= COLOR b

9. METAL COPING - MATCH ADACENT PARAPET PANEL

10. DARK BRONZE ANNODIZED SCUPPER AND

DOWNSPOUT - CONNECT TO UNDERGROUND STORM

WATER PIPE AS SHOWN ON CIVIL PLANS

11. CONCRETE PAVER STOOP ON ADJUSTABLE

PEDESTALS AT EXIT DOOR

12. NEW STEEL EXIT STAIR, GRIND ALL WELD

SMOOTH AND PAINT ALL EXPOSED STEEL SURFACES

AS SPECIFIED.

13. EXISTING BRICK VENEER TO REMAIN - CLEAN

OFF ALL MOSS AND OTHER GROWTH.

14. EXISTING COPPER SCUPPER AND

DOWNSPOUT - CLEAN AND REMOVE DEBRIS FROM

THRU-WALL PENETRATION AND DOWNSPOUT PIPE.

15. EXISTING ALUMINUM WINDOW TO REMAIN

16. NEW BRICK VENEER WALL AS SPECIFIED

17. PRECAST CONC. BELLY BAND WITH CONT DRIP

FRONT EDGE.

18. EXG BRICK COLS TO REMAIN - SAWCUT BRICK

JOINTS REMOVE ONLY ENOUGH BRICK ON THE

BACKSIDE OF EACH COLUMN (TYP OF 6) TO INSTALL

REBAR AND FILL SOLID W/ GROUT - SEE STRUCTURAL -

CLEAN BRICK AND REINSTALL WHEN GROUT IS

PROPERLY CURED - SHORE AS REQUIRED

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

R os eb ur g B3

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IT

\R

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SE

BU

R

G

A R

C H

3.

rv t

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6:

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PM

A-302

E-W BUILDING SECTIONS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 KH LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/4" = 1'-0"F6 E-W SECTION CENTER

1/4" = 1'-0"F1 E-W SECTION NARROW

1/4" = 1'-0"C1 E-W SECTION END

1/4" = 1'-0"C7 E-W SECTION AT GRID 9

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

BASEMENT

0"

FIRST FLOOR

10' - 0"

2.92

C7 A-303

3'

- 6

(5) 12" TREADS = 5' - 0"

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

C4

A-303

C2

A-303

C2

A-303

C4

A-303

RUN HANDRAIL CONTINUOUS

AROUND LANDING

3'

- 6

3'

- 0

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

BASEMENT

0"

FIRST FLOOR

10' - 0"

2.92

C7 A-303

(1 6)

E Q.

R

IS

ER

S

8'-

2 1 /8"

(15) 12" TREADS = 15' - 0"

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

0"

4"

C2

A-303

C4

A-303

C2

A-303

A-303 C2

A-303 C2

SIM2' - 0"

RUN HANDRAIL

CONTINUOUS

AROUND

LANDING

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

BASEMENT

0"

FIRST FLOOR

10' - 0"

AB.1CDD.9F E BD.1 B.9

F1 A-301

F2 A-303

F6 A-303

3 1 /2"

9'

- 8

1/ 2"

EXG SOUTH PORCH TO REMAIN -

SAND AND REPAINT ALL EXPOSED

WOOD INCLUDING RAILING ABOVE

NEW GALV STEEL

STAIR - PAINT TO

MATCH BRICK

EMS STORAGE

BA108

EXG WROUGHT IRON

RAILINGS TO REMAIN,

CLEAN AND REPAINT

WOOD ROOF /

CEILING

STRUCTURE TO

REMAIN - CLEAN

AND REPAINT

A-320 E3

18 18

REPLACE EXISTING

LOUVER THIS WALL

FE ON WALL BRACKET

WRAP HANDRAIL

AROUND CORNER TO

FACE OF GUARDRAIL

A-303 C1

2 1 /2"

6" 3'

- 0

1"ø STEEL RAILS, PAINTED

1 1/2"ø STEEL TOP RAIL, PAINTED

1 1/2"ø STEEL HANDRAIL, PAINTED

TUBESTEEL STRINGER,

PAINTED

STEEL BRACKET @ EACH

GUARDRAIL POST, PAINTED

CONCRETE FILLED METAL

PAN TREAD.

1"ø STEEL POSTS EQUALLY

SPACED AT 4'-0" O.C. MAX,

PAINTED

4" 4"

4" 4"

4" 4"

4" 4"

3/4"

STEEL COLUMN BEYOND

5"

6" 3'

- 0

1"ø STEEL RAILS, PAINT

1 1/2"ø STEEL TOP RAIL, PAINT

1 1/2"ø STEEL HANDRAIL, PAINT

1 1/4" X 3" TUBE STEEL

BRACE - WELD TO TUBE

STEEL COLUMNS AND

RAILING POSTS, PAINT

STEEL BRACKET @ EACH

GUARDRAIL POST, PAINT

CONCRETE FILLED STEEL

DECK LANDING.

1" TUBE STEEL POSTS

EQUALLY SPACED AT 3'-0"

O.C. MAX, PAINT

4" 4"

4" 4"

4" 4"

4" 4"

1/2

1 1/4" X 3" TUBE STEEL

BRACE - WELD TO TUBE

STEEL COLUMNS AND

RAILING POSTS, PAINT

SHEET KEY NOTES

1. ALL EXTERIOR WOOD TRIM SHALL BE CLEANED,

SANDED BY HAND TO REMOVE PEELING PAINT, AND

REPAINTED THE SAME WHITE.

2. WORK ON THE ROOF IS LIMITED TO REMOVAL OF ONE

VENT THROUGH ROOF, AND ACCESS TO THE DORMERS TO

CLEAN AND REPAINT THEM. PROTECT THE ROOF FROM

DAMAGE DURING CONSTRUCTION.

3. ALL EXISTING WOOD FRAMED WINDOWS AND DORMER

LOUVERS ARE TO BE REFURBISHED. SEE SHEET A-601

FOR REFURBISHING OF EXISTING WINDOWS AND DORMER

LOUVERS.

4. ALL EXISITNG WROUGHT IRON RAILINGS TO BE

REMOVED, SANDED BY HAND, AND REPAINTED HIGH

CLOSS BLACK AS SPECIFIED. REINSTALL RAILINGS IN

SAME LOCATION OR AS SHOWN ON PLANS.

6. NEW HANDRAIL - ALIGN TOP POST WITH FACE OF

EXG COLUMN - PROVIDE 1 1/2" GAP TO FACE OF BRICK

COLUMN - PAINT HIGH GLOSS BLACK TO MATCH

WROUGHT IRON

7. SALVAGE BRICK FROM DEMOLITION OF EXISTING

PORCH WALLS TO BUILD NEW BRICK COLUMNS.

8. METAL PANEL PARAPET - a= COLOR a, b= COLOR b

9. METAL COPING - MATCH ADACENT PARAPET PANEL

10. DARK BRONZE ANNODIZED SCUPPER AND

DOWNSPOUT - CONNECT TO UNDERGROUND STORM

WATER PIPE AS SHOWN ON CIVIL PLANS

11. CONCRETE PAVER STOOP ON ADJUSTABLE

PEDESTALS AT EXIT DOOR

12. NEW STEEL EXIT STAIR, GRIND ALL WELD

SMOOTH AND PAINT ALL EXPOSED STEEL SURFACES

AS SPECIFIED.

13. EXISTING BRICK VENEER TO REMAIN - CLEAN

OFF ALL MOSS AND OTHER GROWTH.

14. EXISTING COPPER SCUPPER AND

DOWNSPOUT - CLEAN AND REMOVE DEBRIS FROM

THRU-WALL PENETRATION AND DOWNSPOUT PIPE.

15. EXISTING ALUMINUM WINDOW TO REMAIN

16. NEW BRICK VENEER WALL AS SPECIFIED

17. PRECAST CONC. BELLY BAND WITH CONT DRIP

FRONT EDGE.

18. EXG BRICK COLS TO REMAIN - SAWCUT BRICK

JOINTS REMOVE ONLY ENOUGH BRICK ON THE

BACKSIDE OF EACH COLUMN (TYP OF 6) TO INSTALL

REBAR AND FILL SOLID W/ GROUT - SEE STRUCTURAL -

CLEAN BRICK AND REINSTALL WHEN GROUT IS

PROPERLY CURED - SHORE AS REQUIRED

B.1 B

1"

1/4

MA

X

CONC STAIR LANDING

SOLID RUBBER

THRESHOLD TO SPAN

OPENING - EXP BOLT

TO CONCRETE FLOOR

2"SLOPE 1:12 MAX

1" MOVEMENT JOINT

1' - 1 1/4"

NEW WROUGHT IRON

RAIL BEYOND

EXTEND AND TURN

DOWN HANRAIL

AND RETURN TO

POST AT CORNER

C4

A-303

STOP GUARDRAIL AT

EDGE OF LANDING

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

R os eb ur g B3

\0 4-

D

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IG

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\R

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IT

\R

O

SE

BU

R

G

A R

C H

3.

rv t

/6 /2

6:

:4

PM

A-303

STAIR SECTIONS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 Checker LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/2" = 1'-0"F6 EXTERIOR STAIR LOWER RUN

1/2" = 1'-0"F2 EXTERIOR STAIR UPPER RUN

1/4" = 1'-0"C7 E-W SECTION PORCH

1 1/2" = 1'-0"C4 GUARDRAIL/HANDRAIL STRINGER

1 1/2" = 1'-0"C2 GUARDRAIL/HANDRAIL LANDING

1 1/2" = 1'-0"C1 LANDING DETAIL

F6 A-304

F3 A-304

XY

SLOPE ROOF TO

SCUPPER AND

DOWNSPOUT

BEYOND

C1

A-502

9'

- 1

0"

8a

8b

8b

C9

A-304

C9

A-304

A-303 C4

SIM

A-303 C4

SIM

SECOND FLOOR

21' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

6 7 F6

A-302 F9

A-304

4.9 7.2 A-310

F6

6"

2"

4"

F8

A-503

SLOPE 1/2" PER FOOT

5'

- 6

5'

- 6

5'

- 0

5'

- 0

A-304 E1

A-304 F1

A-304 B4

8b

ELEVATOR

SHAFT

3'

- 8

FE

C

A-304 E1

A-304 B412

A-304 B4

A-304 B4

SN-X

E102b

SIM

SIM SIM

SIM 3'

- 8

" F

EC

C9

A-304

C4

A-303

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

6 7F6 A-302

F9 A-304

4.9 7.2

SECOND FLR RCP

29' - 4"

2' - 0"11"

1' - 1"

3"

1'

- 8

8'

- 4

F8

A-503

ONE HOUR

ENCLOSURE

UNDER STAIR

COORDINATE LOCATION OF

ELEVATOR EQUIPMENT - EXTERIOR

ACCESS DOOR AND CROSS BRACE

TO ENSURE EQUIPMENT CAN BE

REMOVED THRU THE DOOR

SLOPE 1/2" PER FOOT

C5 121b

A5 E102b

A-304 B6

A-304 B1

2' - 0"

A-304 B1

SIM

A-304 B6

SIM

8a

3'

- 0

3'

- 0

ELEVATOR

SHAFT

SN-X

MOUNT HANDRAIL

BRACKETS TO

STEEL BRACING

MOUNT HANDRAIL

BRACKETS TO

STEEL BRACING

C9

A-304

4.9

CONCRETE FILLED METAL

PAN STAIR TREADS WITH

SOLID RISERS

3 5/8" 20 GA STEEL STUDS AT 12"

O.C. - FASTEN TO BOTTOM OF

STRINGERS, WITH (3) LAYERS

5/8" TYPE 'X' GYPSUM BOARD

[ONE HOUR PER UL I504]

C5

FIRE SEAL ALL

PENETRATIONS

CONCRETE FILLED METAL

PAN STAIR LANDING

1' - 0" TYP TREAD

1" TYP

6" T

YP

R

IS

ER

EXTERIOR WALL AS SCHEDULED

STRUCTURAL MEMBERS -

SEE STRUCTURAL

BLOCKING AT TOP OF WALL

AS REQUIRED FOR TIGHT FIT

BASEMENT RCP

8' - 0"

FIRST FLOOR

10' - 0"

A8

RUN GYPSUM BOARD

PAST FLOOR SLAB

METAL STUD WALL AS

SCHEDULED

BRICK TIES AT 24"

O.C.VERT

ELEVATOR STRUCTURE

AS REQUIRED

BASEMENT

0"

CONCRETE FILLED METAL

PAN STAIR TREADS WITH

SOLID RISERS

CONCRETE SLAB

ON GRADE

3"x3"x1/4" STEEL ANGLE

CONT BETWEEN STRINGERS

EXPANSION BOLT TO

CONCRETE SLAB

1' - 0"

6"

6"

2 1/2"

FIRST FLOOR

10' - 0"

6"

1' - 0"

CONCRETE FILLED METAL

PAN STAIR TREADS WITH

SOLID RISERS

CONCRETE FILLED

METAL DECK FLOOR

STRUCTURAL MEMBERS -

SEE STRUCTURAL

3"x3"x1/4" STEEL ANGLE

CONT BETWEEN STRINGERS

EXPANSION BOLT TO

CONCRETE SLAB

8"

1 1/2"

4"

BASEMENT RCP

8' - 0"

FIRST FLOOR

10' - 0"

A5A5

CONCRETE FILLED METAL

PAN STAIR TREADS WITH

SOLID RISERS

3 5/8" 20 GA STEEL STUDS AT

12" O.C. - FASTEN TO BOTTOM

OF STRINGERS OR BEAMS,

WITH (3) LAYERS 5/8" TYPE 'X'

GYPSUM BOARD [ONE HOUR

PER UL I504]

FIRE SEAL ALL

PENETRATIONS

CONCRETE FILLED

METAL DECK FLOOR

STRUCTURAL MEMBERS -

SEE STRUCTURAL

8"

2"

6"

1' - 0" 5"x3"x1/4" STEEL ANGLE

CONT BETWEEN STRINGERS

X

FULLY WELD HANDRAIL

BRACKET TO STEEL STRUCTURE

1 1/2" DIAM PAINTED STEEL

HANDRAIL - CONTINUOUS ALONG

WALL AND AROUND LANDING

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

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\0 4-

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A-304

STAIR SECTIONS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 Checker Author

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/4" = 1'-0"F9 E-W SECTION STAIR LANDING

1/4" = 1'-0"F6 N-S SECTION STAIR LOWER

1/4" = 1'-0"F3 N-S SECTION STAIR UPPER

3" = 1'-0"B6 STAIR 1 MID-LANDING

3" = 1'-0"B4 STAIR 1 LANDING AT ELEV WALL

3" = 1'-0"F1 STAIR 1 LANDING AT BASEMENT

3" = 1'-0"E1 STAIR 1 LANDING AT 1ST FLR

3" = 1'-0"B1 STAIR 1 1ST FLOOR LANDING

3" = 1'-0"C9 WALL MTD HANDRAIL

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

6 7

F6 A-302

SECOND FLR RCP

29' - 4"

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

EXG ATTIC ACCESS OPENING TO

REMAIN - PROVIDE NEW FLOOR HATCH

GALV STEEL LADDER - PAINT TO MATCH

WALL - MOUNT TO STUDS IN WALL

9'

- 0

8'

- 6

8'

- 0

2"

4" 1'- 2 1

/2"

PROVIDE LADDER

EXTENSION HANDLE

C3

WRAP SOFFIT WALL AROUND

ATTIC ACCESS OPENING

1"

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

7.2

SECOND FLR RCP

29' - 4"

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

8b

8a

8b

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

SECOND FLR RCP

29' - 4"

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

8'

- 0

2'

- 0

3'

- 6

4'

- 6

3'

- 0

3'

- 6

5'

- 0

E8

A-502 A-502

C9

OPP

HAND

A-603 D3

A-603 D3

A-603 E1

EXG WALL

SCONCES TO BE

RELOCATED TO

INTERIOR OF LOBBY

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

SECOND FLR RCP

29' - 4"

X

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

A-603 F4

A-320 F1

A-603 D3

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

AB

SECOND FLR RCP

29' - 4"

WINDOW HEAD

19' - 1 1/2"

WINDOW SILL

23' - 2"

A-504 F5

A-601 D1

A-601

D1 SIM

A-601 D1

A-601

D1 SIM

EXISTING WINDOW

TO REMAIN REFINISH

AS SCHEDULED

METAL EXIT

STAIRS BEYOND

EXISTING WINDOW

TO REMAIN REFINISH

AS SCHEDULED

EXISTING WINDOW

TO REMAIN REFINISH

AS SCHEDULED

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

ATTIC FLOOR

31' - 6"

BASEMENT

0"

FIRST FLOOR

10' - 0"

B.1B

SECOND FLR RCP

29' - 4"

WINDOW SILL

23' - 2"

EXISTING WOOD PANEL

DOOR JAMBS -

CAREFULLY REMOVE,

STRIP PAINT, SAND, AND

REFURBISH, REINSTALL

WITHOUT DOOR

NEW OAK PANEL DOOR

JAMBS - MATCH EXG

SIMILAR PANELS AT

BASEMENT

NEW OAK PANEL

DOOR JAMBS - MATCH

EXG SIMILAR PANELS

AT BASEMENT

LINEAR WOOD

CEILING PANELS

6"

6"

LINEAR WOOD

CEILING PANELS

PAINT CONCRETE

DECK ABOVE CEILING

FLAT BLACK

PAINT CONCRETE

DECK ABOVE

CEILING FLAT BLACK

PAINT CONCRETE

DECK ABOVE CEILING

FLAT BLACK

LINEAR WOOD

CEILING PANELS

MOVEMENT JOINT

FILLER BEYOND

MOVEMENT JOINT

FILLER BEYOND

EXG REFINISHED

WOOD COLUMNS

BEYOND

6"

A-502 E8

SHEET KEY NOTES

1. ALL EXTERIOR WOOD TRIM SHALL BE CLEANED,

SANDED BY HAND TO REMOVE PEELING PAINT, AND

REPAINTED THE SAME WHITE.

2. WORK ON THE ROOF IS LIMITED TO REMOVAL OF ONE

VENT THROUGH ROOF, AND ACCESS TO THE DORMERS TO

CLEAN AND REPAINT THEM. PROTECT THE ROOF FROM

DAMAGE DURING CONSTRUCTION.

3. ALL EXISTING WOOD FRAMED WINDOWS AND DORMER

LOUVERS ARE TO BE REFURBISHED. SEE SHEET A-601

FOR REFURBISHING OF EXISTING WINDOWS AND DORMER

LOUVERS.

4. ALL EXISITNG WROUGHT IRON RAILINGS TO BE

REMOVED, SANDED BY HAND, AND REPAINTED HIGH

CLOSS BLACK AS SPECIFIED. REINSTALL RAILINGS IN

SAME LOCATION OR AS SHOWN ON PLANS.

6. NEW HANDRAIL - ALIGN TOP POST WITH FACE OF

EXG COLUMN - PROVIDE 1 1/2" GAP TO FACE OF BRICK

COLUMN - PAINT HIGH GLOSS BLACK TO MATCH

WROUGHT IRON

7. SALVAGE BRICK FROM DEMOLITION OF EXISTING

PORCH WALLS TO BUILD NEW BRICK COLUMNS.

8. METAL PANEL PARAPET - a= COLOR a, b= COLOR b

9. METAL COPING - MATCH ADACENT PARAPET PANEL

10. DARK BRONZE ANNODIZED SCUPPER AND

DOWNSPOUT - CONNECT TO UNDERGROUND STORM

WATER PIPE AS SHOWN ON CIVIL PLANS

11. CONCRETE PAVER STOOP ON ADJUSTABLE

PEDESTALS AT EXIT DOOR

12. NEW STEEL EXIT STAIR, GRIND ALL WELD

SMOOTH AND PAINT ALL EXPOSED STEEL SURFACES

AS SPECIFIED.

13. EXISTING BRICK VENEER TO REMAIN - CLEAN

OFF ALL MOSS AND OTHER GROWTH.

14. EXISTING COPPER SCUPPER AND

DOWNSPOUT - CLEAN AND REMOVE DEBRIS FROM

THRU-WALL PENETRATION AND DOWNSPOUT PIPE.

15. EXISTING ALUMINUM WINDOW TO REMAIN

16. NEW BRICK VENEER WALL AS SPECIFIED

17. PRECAST CONC. BELLY BAND WITH CONT DRIP

FRONT EDGE.

18. EXG BRICK COLS TO REMAIN - SAWCUT BRICK

JOINTS REMOVE ONLY ENOUGH BRICK ON THE

BACKSIDE OF EACH COLUMN (TYP OF 6) TO INSTALL

REBAR AND FILL SOLID W/ GROUT - SEE STRUCTURAL -

CLEAN BRICK AND REINSTALL WHEN GROUT IS

PROPERLY CURED - SHORE AS REQUIRED

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

R os eb ur g B3

\0 4-

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\R

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BU

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A-310

WALL SECTIONS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 kh LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/2" = 1'-0"F8 N-S SECTION THRU CORR

1/2" = 1'-0"F6 ELEVATOR TOWER WALL SECTION

1/2" = 1'-0"F4 CURTAIN WALL SECTION

1/2" = 1'-0"F2 WALL SECTION AT GRID X

1/2" = 1'-0"F1 WINDOW SECTION

1/2" = 1'-0"F3 WALL SECTION AT NEW OPENING

BASEMENT RCP

8' - 0"

FIRST FLOOR

10' - 0"

C D D.1B.9 F1 A-301

F8 A-310

9 3/4"

6"

9 3/4"

6"

EXISTING CONCRETE FLOOR DECK WITH

INTEGRAL BEAMS PARALLEL TO

CORRIDOR - PAINT SEMI-GLOSS WHITE

SUSPENDED 12" X 72" LINEAR WOOD CEILING PANELS

3 5/8" MS FRAMED SOFFIT WITH 5/8" TYPE 'X'

GYPSUM BOARD ATTACHED TO CONCRETE

BEAM FULL LENGTH OF CORRIDOR

CONTINUOUS LINEAR LED UP-LIGHTS AT

TOP OF METAL JOIST FRAMING

A3 A5

SEAL TOP OF WALL TIGHT TO BOTTOM OF CONCRETE DECK WITH FIRE CAULK

PENDANT LIGHT FIXTURES AT 10'-0"

O.C. DOWN CENTER OF CORRIDOR

SECOND FLOOR

21' - 0"

FIRST FLR RCP

18' - 0"

C D D.1B.9 F1 A-301

F8 A-310

EXISTING CONCRETE FLOOR DECK WITH

INTEGRAL BEAMS PARALLEL TO

CORRIDOR - PAINT SEMI-GLOSS WHITE

SUSPENDED 12" X 72" LINEAR WOOD CEILING PANELS

3 5/8" MS FRAMED SOFFIT WITH 5/8" TYPE 'X'

GYPSUM BOARD ATTACHED TO CONCRETE

BEAM FULL LENGTH OF CORRIDOR

CONTINUOUS LINEAR LED UP-LIGHTS AT

TOP OF METAL JOIST FRAMING

SEAL TOP OF WALL TIGHT TO BOTTOM OF CONCRETE DECK WITH FIRE CAULK

9 3/4"9 3/4"

PENDANT LIGHT FIXTURES AT 10'-0"

O.C. DOWN CENTER OF CORRIDOR

ATTIC FLOOR

31' - 6"

C D D.1B.9 F1 A-301

F8 A-310

SECOND FLR RCP

29' - 4"

EXISTING CONCRETE FLOOR DECK WITH

INTEGRAL BEAMS PARALLEL TO

CORRIDOR - PAINT SEMI-GLOSS WHITE

SUSPENDED 12" X 72" LINEAR WOOD CEILING PANELS

3 5/8" MS FRAMED SOFFIT WITH 5/8" TYPE 'X'

GYPSUM BOARD ATTACHED TO CONCRETE

BEAM FULL LENGTH OF CORRIDOR

CONTINUOUS LINEAR LED UP-LIGHTS AT

TOP OF METAL JOIST FRAMING

SEAL TOP OF WALL TIGHT TO BOTTOM OF CONCRETE DECK WITH FIRE CAULK

9 3/4"9 3/4"

4"

PENDANT LIGHT FIXTURES AT 10'-0"

O.C. DOWN CENTER OF CORRIDOR

BASEMENT RCP

8' - 0"

FIRST FLOOR

10' - 0"

Y

1'

- 8

4"

BRICK VENEER

PRECAST BELLY BAND

BRICK TIES PER STRUCTURAL

BRICK TIES PER STRUCTURAL

2" RIGID INSULATION

AIR VAPOR MEMBRANE

GYPSUM FIBER SHEATHING

6" MS WALL WITH R-25 BATT

INSULATION

5/8" TYPE 'X' GYPSUM BOARD

VAPOR RETARDER

CURTAIN

WALL BEYOND

SHADE CANOPY

BEYOND

DRIP

5"

FIRST FLOOR

10' - 0"

C

1/2

MA

X

12X12 CONCRETE PAVERS SET 1/2"

MAX FROM FINISHED FIRST FLOOR

2x NOM. PAINTED WOOD FASCIA -

FLUSH TOP OF PAVERS - FASTEN TO

LEDGER BOARD WIT DECK SCREWS

VARIABLE HT PEDESTALS SET

ON EXG CONCRETE SLAB

LEDGER BOARD - TIE BACK

TO BUILDING

BASEMENT RCP

8' - 0"

FIRST FLOOR

10' - 0"

2 3/4"

11 1/4"

ALIGN WITH

COLUMN WALL

FINISH BELOW

C3C3

5/8" GYP BD

CEILING ON 3

5/8" SOFFIT

JOISTS

CONTINUOUS LINEAR LED

UP-LIGHTS AT TOP OF

METAL JOIST FRAMING

BASEMENT RCP

8' - 0"

FIRST FLOOR

10' - 0"

X

PRECAST BELLY

BAND BEYOND

2 3/16"

CURTAIN WALL AS

SPECIFIED

HM DOOR FRAME -

PROVIDE SEPARATION

FOR DIFFERING

METALS

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

R os eb ur g B3

\0 4-

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A-320

SECTION DETAILS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 Checker Author

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1 1/2" = 1'-0"F6 CORRIDOR CEILING SECTION - BASEMENT

1 1/2" = 1'-0"E6 CORRIDOR CEILING SECTION - FIRST FLOOR

1 1/2" = 1'-0"C6 CORRIDOR CEILING SECTION - SECOND FLOOR

1 1/2" = 1'-0"F3 BELLY BAND DETAIL

3" = 1'-0"E3 PAVER STOOP EDGE

1 1/2" = 1'-0"D3 CORR. SOFFIT

1 1/2" = 1'-0"F1 WALL SECTION GRID 7.2

WH

WP

LV

B

LV

A

LV

A

M

FD

FD

FD

FD

FD

FD

FD

UP

WP

WP

CR

CR

ES

ES

AIM

AIM

AIM

AIM

A

B.1

C

D

D.9

F

E

B

542.9 5.24.3

D.1

B.9

4' - 0"

3' - 1" 5' - 7"

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

5'

- 0

" C

LE

AR

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

UTIL

BA112

SHOWER M1

BA110a

TOILET M

BA110

LOCKER M

BA111

VEST M

BA109

UNIFORMS

BA107

SHOWER W

BA106

TOILET W

BA105 LOCKER W

BA104

VEST W

BA103

3' - 0"

3'

- 9

4' - 7 1/2"

4' - 6 1/2"

3'

- 1

3' - 5 3/8"

2' - 8"

8' - 0 3/4"

A-802D2 A-802

A-802F6

F2

D9

D4

F9

B4 B6

2'

- 1

0" 5'

- 1

C

LR

2 5 /8"

4'

- 0

1'

- 3

8'

- 6

1'

- 3

3' - 7" 4' - 4 3/4"

6' - 8" 4' - 1" 7'

- 1 1 3

/4" 3'

- 0

2'

- 0

1"

3'

- 0

1'

- 8

6' - 8" 6' - 0 1/4"

4' - 2 1/2"

3" 5'

- 2

18' - 10 3/8"

1'

- 7

3/ 8"

11' - 5 1/4"

A-801D4

A-801 F8

A-801B8

D6

D9

F1 F5

D2

D1

B9

C1 A-302

F1 A-301

CF

S x3

SHWR M2

BA110b

4' - 9"

CFS 60 DIAM

CFS 60 DIAM

9'

- 1

1"

3' - 1 3/4"

A-801

B2

B4B1

B6

C2 A-301

Z

F6 A-303

5' - 3" 1' - 6"

1' - 6" 5' - 2" 3' - 2"

2' - 3" 2' - 2" 1' - 4"1' - 4" 2' - 2" 2' - 2"

4"

2' - 0" 2' - 9" 2' - 9" 1' - 8"

4 1 /4"

B9

F1 A-503

A-500 D2

A-500 F2

OBA106A

114a

CT

LV

T

LV

T

CT

E1

E2

C6

C6

C6

A1t

A1t

A1t A1

E1

E2C3

C3

C6

A1

A3

C4

C4

C4

C4 A1

A1

C6

C6

C6

C3E2

A1

A1

C3

A1

A1

C1

C4

C4

C4

A3

A6

A1

A1

C3

A1

A1

A1

A1

C6

C3

C6 C6

A1t E2

A7

A7

A7

A7 A1t

E1 C6

C3

C3C3 E2

E1

F1 A-504

34" SELF

CLOSING

DOOR

34" SELF

CLOSING

DOOR

3' - 0"

C6

1'

- 6

F5

A-504

SIM

WASTE /RECYCLE

RECEPTACLES BY OWNER

WASTE /RECYCLE

RECEPTACLES BY OWNER

A5030

A5030 A5030

A5036

A5030 F1 A-302

6 7

A

B

5 5.2 A-202

F1

F6 A-304

F6 A-302

5' - 3 1/8"

A-202

C5

A-202C8

2' - 2 1/2" 2' - 3 1/2"

13' - 3"

ELEV LOBBY

E100

ELEV.

E100

STAIR 1

E102

MACH ROOM

BA121

C5 A-301

F3 A-304

F9 A-304

4.9 7.2

9'

- 8

1/ 2"

1' - 0 7/8"

34' - 0"

18' - 0" 4' - 0" 12' - 0"

A-803

B9

D2

D3

B7

X

Y

Z

F8

A-503

121b

E100

E102b

E102a

A-603

E5

A-603E9

A-603 E7

F1

A-603

F3

A-320

8' - 8"

C7

A-301

D9

A-503

A8

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

R os eb ur g B3

\0 4-

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\R

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\R

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BU

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PM

A-401

ENLARGED BASEMENT PLANS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 KH LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/2" = 1'-0"F1 ENLARGED TOILET AND LOCKER ROOMS

1/2" = 1'-0"E6 ENLARGED STAIR & ELEVATOR BASEMENT

0 4' 6' 8'2'

Graphic Scale: 1 inch = 2 feet

OS

OS

OS

LVA LVA

LV

FD FD

UPUP

OS

OS

F1 A-302

A

B.1

C

B

5 5.2

B.9

10' - 1 1/2"1' - 4"7' - 9"

CFS 48x36

3'

- 4

1/ 8"

3'

- 2

1/ 8"

CFS 60 DIAM

CFS 60 DIAM

3'

- 1

CFS 56x60 CFS 56x60

5'

- 2

7/ 8"

5'

- 2

3/ 4"

110 SF

TOILET W

1A201

97 SF

TOILET M

1A202

CF

S x5

CF

S x5

CFS 48x36

6' - 5 1/4" 6' - 5"

A-805 F6

A-805C2

C9

C6

C4

F9

F2

F4 F8

A-310

A-806

1'

- 5

" C

LE

AR

3'

- 7 1/

2"

202 201

A-501 D3

CG1

A-501 D2

E201a

C5

C5

C5C5

A5

A6

A3

C6 C6

E2

E2 C1 E2 E2 C1 E2

A6

C51' - 8"

4' - 4" CLEAR

3'

- 0

1/ 2"

C

LE

AR

1'

- 5

" C

LE

AR

5'

- 1

3'

- 1

CFS 48x36

3' - 9 1/2"

A5195

F1 A-302

6 7

A

B.1

B

5 5.2 A-202

F1

F6 A-304

F6 A-302

3' - 4"

138 SF

ELEV LOBBY

E200C5

A-301

F3 A-304

F9 A-304

4.9 7.2

X

Y

Z

A-808

F8

F6

F4

F2

STAIR

E202

E202

A-501 F3

F3

A-320

ALIGN DOWNSPOUT

WITH CURTAIN

WALL MMULLION

C7

A-301

C9

A-304

D9

A-503

A8

D

8.7

D.1

C7 A-302

SACK AND PATCH EXPOSED CONCRETE

COLUMN - PAINT AS SCHEDULED

WALL TYPE AS

SCHEDULED

R-11 UNFACED

BATT INSUL

DOOR AND FRAME AS SCHEDULED

DUCT CHASE

SEE MECH

A6

A6

SN-R

SN-R

A3

A6

A6

A3

C5

C5

C5

C5

A3

A3

E209a

(5) ADJUSTABLE

WIRE SHELVES

HAC

1A208

CT

WAINSCOT

AROUND

MOP SINK

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

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A-411

ENLARGED FIRST FLOOR PLANS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 KH LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/2" = 1'-0"F2 ENLARGED TOILET ROOMS FIRST FLOOR

1/2" = 1'-0"D6 ENLARGED STAIR AND ELEVATOR FIRST FLOOR

0 4' 6' 8'2'

Graphic Scale: 1 inch = 2 feet

1" = 1'-0"F7 COL D/9 FIRST FLR

LV

3LVALVA

UP

F1 A-302

A

B.1

C

B

5 5.2

B.9

10' - 1 1/2"1' - 4"7' - 9"

CFS 48x36

3'

- 1

3/ 8"

C

LE

AR

3'

- 1 1/

4"

CFS 60 DIAM

CFS 48x30

CFS 60 DIAM

1'

- 5

" C

LE

AR

5'

- 1

5/ 8"

CFS 56x60 CFS 56x60

5'

- 2

7/ 8"

5'

- 2

3/ 4"

3'

- 1

5'

- 1

TOILET M

2A302

TOILET W

2A301

CF

S x5

CF

S x5

CFS 48x36

6' - 5 1/4" 6' - 5"

CF

S x3

A-805 F6

A-805C2

C9

C6

C4

F9

F2

F4 F8 A-310

Z

A-809

A-501 D3

CG1

SIM

A-501 B2

CG1

301302

C6 C6

C5C5

C5 C5

A6A6 C5 A6

A3

A6

E301a

1'

- 5

" C

LE

AR

3'

- 1

3'

- 1

A5195

F1 A-302

6 7

A

B.1

B

5 5.2 A-202

F1

F6 A-304

F6 A-302

A-202

C5

3' - 4"

ELEV LOBBY

E300

C5 A-301

F3 A-304

F9 A-304

4.9 7.2

X

Y

Z

E302

STAIR

E302

F5

A-502

C7

A-301

D9

A-503

A8

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

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A-421

ENLARGED SECOND FLOOR

PLANS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 KH LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1/2" = 1'-0"F2 ENLARGED TOILET ROOMS SECOND FLOOR

1/2" = 1'-0"F6 ENLARGED STAIR & ELEVATOR SECOND FLOOR

0 4' 6' 8'2'

Graphic Scale: 1 inch = 2 feet

C

1'

- 1

1 5 /8"

FLUSH MOUNTED

CORNER GUARD, TYP

5/8" TYPE 'X' GWB

EXG CONCRETE COLUMN

3 5/8" METAL STUDS

20 GA. BENT STEEL

CORNER

REINFORCEMENT -

EXP BOLT 2" LEG TO

CONCRETE COLUMN7"

7"

2' - 1 1/2"

C

EXISTING WALL TO REMAIN

6" GUNNITE SEISMIC

TREATMENT

7/8" HORIZ. STEEL HAT

CHANNELS AT 16" O.C. VERT.

5/8" TYPE 'X' GWB

EXG CONCRETE COLUMN

DOOR AND FRAME AS

SCHEDULED

DOUBLE 6" METAL STUDS

ATTACH TO CONC. DECK ABOVE

SACK AND PATCH EXPOSED

CONCRETE COLUMN AND

WALL - PAINT AS SCHEDULED

C

EXISTING WALL TO REMAIN

6" GUNNITE SEISMIC

TREATMENT

7/8" HORIZ. STEEL HAT

CHANNELS AT 16" O.C. VERT.

5/8" TYPE 'X' GWB

EXG CONCRETE COLUMN

SACK AND PATCH EXPOSED

CONCRETE COLUMN AND

WALL - PAINT AS SCHEDULED

6" METAL STUD WALL

6" METAL STUD AT COL CORNER

TO SUPPORT 5/8" TYPE 'X' GWB

CONT BLOCKING AT CORNER

6"

FLUSH MOUNTED

CORNER GUARD

C

3' - 4"

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED

CONCRETE COLUMN -

PAINT AS SCHEDULED

3 5/8" METAL STUDS

6" METAL STUDS

7"

R-11 UNFACED BATT INSUL

DOOR AND FRAME AS SCHEDULED

D

D.1

FLUSH MOUNTED

CORNER GUARD, TYP

5/8" TYPE 'X' GWB

EXG CONCRETE COLUMN

3 5/8" METAL STUDS

20 GA. BENT STEEL

CORNER

REINFORCEMENT -

EXP BOLT 2" LEG TO

CONCRETE COLUMN

7"

1' - 5 5/8"

6" METAL STUDS

R-11 UNFACED BATT

INSULATION

D

D.1

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED

CONCRETE COLUMN -

PAINT AS SCHEDULED

3 5/8" METAL STUDS

6" METAL STUDS

R-11 UNFACED BATT INSUL

DOOR AND FRAME AS

SCHEDULED

DOOR AND FRAME AS

SCHEDULED

2'

- 2

9/

7"

D

D.1

D

3' - 4"

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED

CONCRETE COLUMN -

PAINT AS SCHEDULED

3 5/8" METAL STUDS

6" METAL STUDS

R-11 UNFACED BATT INSUL

DOOR AND FRAME AS SCHEDULED

FLUSH MOUNTED CORNER GUARD, TYP

D.9

2.9

EXG BRICK COLS TO REMAIN - SAWCUT BRICK JOINTS

REMOVE ONLY ENOUGH BRICK ON THE BACKSIDE OF EACH

COLUMN (TYP OF 6) TO INSTALL REBAR AND FILL SOLID W/

GROUT - SEE STRUCTURAL - CLEAN BRICK AND REINSTALL

WHEN GROUT IS PROPERLY CURED - SHORE AS REQUIRED

EXG WROUGHT IRON RAIL

TO REMAIN - CLEAN, SAND,

AND REPAINT

EXG CONCRETE BASE TO REMAIN

1' - 10"

1'

- 4

COLUMN AT B.1/2.9 SIMILAR

D.1

EXG BRICK COLS TO REMAIN - SAWCUT

BRICK JOINTS REMOVE ONLY ENOUGH

BRICK ON THE BACKSIDE OF EACH

COLUMN (TYP OF 6) TO INSTALL REBAR

AND FILL SOLID W/ GROUT - SEE

STRUCTURAL - CLEAN BRICK AND

REINSTALL WHEN GROUT IS PROPERLY

CURED - SHORE AS REQUIRED

EXG WROUGHT IRON RAIL TO

REMAIN - CLEAN, SAND, AND REPAINT

EXG CONCRETE BASE TO REMAIN

2'

- 8

1' - 4"

COLUMN AT B.9/2 SIMILAR

D.9

EXG BRICK COLS TO REMAIN - SAWCUT BRICK JOINTS

REMOVE ONLY ENOUGH BRICK ON THE BACKSIDE OF EACH

COLUMN (TYP OF 6) TO INSTALL REBAR AND FILL SOLID W/

GROUT - SEE STRUCTURAL - CLEAN BRICK AND REINSTALL

WHEN GROUT IS PROPERLY CURED - SHORE AS REQUIRED

EXG WROUGHT IRON RAIL TO REMAIN -

CLEAN, SAND, AND REPAINT

EXG CONCRETE BASE TO REMAIN

2'

- 8

2' - 8"

COLUMN AT B.1/2 SIMILAR

10.1

D.9

NEW BRICK COLS TO MATCH SOUTH

PORCH - INSTALL REBAR AND FILL SOLID

W/ GROUT - SEE STRUCTURAL - CLEAN

SLAVAGED BRICK FROM WALL REMOVAL

AND REINSTALL

NEW WROUGHT IRON RAIL

TO MATCH SOUTH PORCH

EXG CONCRETE BASE TO REMAIN

1' - 10"

1'

- 4

COLUMN AT B.1/10.1 SIMILAR

D.1

NEW BRICK COLS TO MATCH SOUTH

PORCH - INSTALL REBAR AND FILL

SOLID W/ GROUT - SEE STRUCTURAL -

CLEAN SLAVAGED BRICK FROM WALL

REMOVAL AND REINSTALL

NEW WROUGHT IRON RAIL

TO MATCH SOUTH PORCH

EXG CONCRETE BASE TO REMAIN

COLUMN AT B.9/11 SIMILAR

D.9

NEW BRICK COLS TO MATCH SOUTH

PORCH - INSTALL REBAR AND FILL

SOLID W/ GROUT - SEE STRUCTURAL -

CLEAN SLAVAGED BRICK FROM WALL

REMOVAL AND REINSTALL

NEW WROUGHT IRON RAIL

TO MATCH SOUTH PORCH

EXG CONCRETE BASE TO REMAIN

2' - 8"

2'

- 8

1'

- 4

1' - 4"

1'

- 4

1' - 4"

COLUMN AT B.1/11 SIMILAR

FIRST FLOOR

10' - 0"

NEW BRICK COLUMN BEYOND SET

ON EXG CONCRETE BASE

NEW WROUGHT IRON RAILING TO

MATCH EXG - MOUNT BETWEEN

BRICK COLUMNS W/ CENTER

SLEEVE MOUNTED TO PAVERS

12X12 CONCRETE PAVERS SET

FLUSH WITH TOP OF EXG

CONCRETE STOOP

LIQUID APPLIED WATERPROOF BARRIER

OVER EXG CONCRETE SLAB

2x NOM. PAINTED WOOD FASCIA - SET

FLUSH WITH EXG CONCRETE COLUMN

BASES BEYOND

EXG BASEMENT WALL TO REMAIN

VARIABLE HT PEDESTALS SET

ON EXG CONCRETE SLAB

1/2

FIRST FLOOR

10' - 0"

NEW BRICK COLUMN BEYOND SET

ON EXG CONCRETE BASE

12X12 CONCRETE PAVERS

SET FLUSH WITH TOP OF EXG

CONCRETE STOOP

LIQUID APPLIED WATERPROOF BARRIER

OVER EXG CONCRETE SLAB

1" FELT JOINT FILLER

EXG BASEMENT WALL TO REMAIN

VARIABLE HT PEDESTALS SET

ON EXG CONCRETE SLAB

1/ 2' 0'

1' 4'

4' 8'

8' 8'

4' 2'

2'

1/ 8' 0'

1/ 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

3/ 0'

8'

4' 4'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C :\U se rs

\la ur i\O ne

D riv e\ d2

L- Pr oj ec ts \2

7-

1_

R os eb ur g B3

\0 4-

D

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IG

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\R

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\R

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BU

R

G

A R

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3.

rv t

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6:

:4

PM

A-500

PLAN DETAILS

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

SEISMICALLY MITIGATE BLDG. 3

VA Roseburg Healthcare System

653-21-102 director

11-7-2023 KH LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1 1/2" = 1'-0"D2 COL C/5 BSMT

1 1/2" = 1'-0"D4 COL C/6 BSMT

1 1/2" = 1'-0"D6 COL C/7 BSMT

1 1/2" = 1'-0"D8 COL C/8 BSMT

1 1/2" = 1'-0"F2 COL D/5 BSMT

1 1/2" = 1'-0"F4 COL D/6 BSMT

1 1/2" = 1'-0"F6 COL D/7 BSMT

1 1/2" = 1'-0"F8 COL D/8 BSMT

1 1/2" = 1'-0"C4 22" x 16" EXG BRICK COLUMN

1 1/2" = 1'-0"B2 32" x 16" EXG BRICK COLUMN

1 1/2" = 1'-0"C2 32" x 32" EXG BRICK COLUMN 1 1/2" = 1'-0"C6 22" x 16" NEW BRICK COLUMN

1 1/2" = 1'-0"B8 32" x 16" NEW BRICK COLUMN

1 1/2" = 1'-0"C8 32" x 32" NEW BRICK COLUMN

1 1/2" = 1'-0"B4 EDGE OF PORCH

1 1/2" = 1'-0"B6 SECTION AT STAIR/DECK JOINT

C

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED

CONCRETE COLUMN -

PAINT AS SCHEDULED

6" METAL STUDS

R-11 UNFACED

BATT INSUL

DOOR AND FRAME

AS SCHEDULED

2 3/4"

10 3/4"

METAL STUD

BLOCKING

AT CORNER

C

B.9

EXISTING WALL TO REMAIN

WITH NEW TILE WAINSCOT

ON TOILET ROOM SIDE

6" GUNNITE SEISMIC

TREATMENT

1 1/2" 'Z' FURRING AT 16" O.C.

5/8" TYPE 'X' GWB

EXG CONCRETE COLUMN

DOOR AND FRAME AS

SCHEDULED

6" METAL STUDS ATTACH TO

CONC. DECK ABOVE

SACK AND PATCH EXPOSED

CONCRETE COLUMN AND

WALL - PAINT AS SCHEDULED

CONT. CORNER REINF.

FLUSH MTD CORNER GUARD

C

B.9

EXISTING WALL TO REMAIN

6" GUNNITE SEISMIC TREATMENT

1 1/2" 'Z' FURRING AT 16" O.C.

5/8" TYPE 'X' GWB

EXG CONCRETE COLUMN

CERAMIC TILE ON 3/16" TILE

BACKER ON DF BACK WALL

CONT BLOCKING AT CORNER

FLUSH MOUNTED CORNER GUARD

4" M

AX

C3

RECESSED

BOTTLE FILLER

6"

REMOVE EXG TILE WALL TO

INSTALL NEW DF AND WALL

2 1 /8"

C

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED CONCRETE

COLUMN - PAINT AS SCHEDULED

6" METAL STUDS

R-11 UNFACED BATT INSUL

HM SIDELITE AND FRAME

C

C7 A-302

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED CONCRETE

COLUMN - PAINT AS SCHEDULED

3 5/8" METAL STUDS

6" METAL STUDS

R-11 UNFACED BATT INSUL

DOOR AND FRAME AS SCHEDULED

4" CONT. STAINLESS STEEL 'J' MOLD

5 1/2"6"

C

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED

CONCRETE COLUMN -

PAINT AS SCHEDULED

6" METAL STUDS

R-11 UNFACED

BATT INSUL

HM FRAME AND SIDELITE

D

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED

CONCRETE COLUMN -

PAINT AS SCHEDULED

6" METAL STUDS

R-11 UNFACED

BATT INSUL

D

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED

CONCRETE COLUMN -

PAINT AS SCHEDULED

6" METAL STUDS

R-11 UNFACED BATT INSUL

FEC IN WALL RECESS

11"

FLUSH MOUNTED

CORNER GUARD

D

D.1

5/8" TYPE 'X' GWB

SACK AND PATCH EXP.

CONCRETE COLUMN -

PAINT AS SCHEDULED

3 5/8" METAL STUDS

6" METAL STUDS

R-11 UNFACED

BATT INSUL

DOOR AND FRAME

AS SCHEDULED

9"

C

B.9

5/8" TYPE 'X' GWB

SACK AND PATCH

EXPOSED

CONCRETE

COLUMN - PAINT AS

SCHEDULED

6" METAL STUDS

R-11 UNFACED

BATT INSUL

DOOR AND FRAME

AS SCHEDULED

METAL STUD

BLOCKING

AT CORNER

FEC IN WALL

RECESS

1' - 0 1/8" 9 1/4"

FLUSH MTD CORNER GUARD

C

5/8" TYPE 'X' GWB

SACK AND PATCH EXPOSED

CONCRETE COLUMN -

PAINT AS SCHEDULED

6" METAL STUDS

R-11 UNFACED BATT INSUL

FEC IN WALL RECESS

3 5/8" METAL STUDS

D

D.1

5/8" TYPE 'X' GWB

SACK AND PATCH

EXPOSED CONCRETE

COLUMN - PAINT AS

SCHEDULED

6" METAL STUDS

R-11 UNFACED

BATT INSUL

DOOR AND FRAME

AS SCHEDULED

METAL STUD

BLOCKING AT CORNER

3 5/8" METAL STUDS

7"

D

D.1

5/8" TYPE 'X' GWB

SACK AND PATCH EXP.

CONCRETE COLUMN -

PAINT AS SCHEDULED

3 5/8" METAL STUDS

6" METAL STUDS

R-11 UNFACED

BATT INSUL

DOOR AND FRAME

AS SCHEDULED

10"

8.7

5/8" TYPE 'X' GWB

3 5/8" METAL…