653-21-102_Roseburg Renovate Bldg 3 IFC Drawings Part5.pdf

SAWCUT AND REMOVE

PORTION OF BRICK

AND CONCRETE WALL

BELOW WINDOW SILL

CAREFULLY REMOVE

EXISTING WINDOW AND ALL

RELATED WOOD FRAMING -

PACKAGE TOGETHER,

DOCUMENT PER SPECS, AND

TURN OVER TO OWNER

REMOVE

LANDING AND

STAIRS

REFERENCE DRAWINGS

FOR NEW CONCRETE

FILL ON METAL PAN

FLOOR

SAWCUT AND REMOVE

PORTION OF BRICK

AND CONCRETE WALL

BELOW WINDOW SILL

CAREFULLY REMOVE

EXISTING WINDOW AND

ALL RELATED WOOD

FRAMING - PACKAGE

TOGETHER, DOCUMENT

PER SPECS, AND TURN

OVER TO OWNER

REMOVE

LANDING AND

STAIRS

CAREFULLY REMOVE EXISTING

DOOR AND ALL RELATED

HARDWARE - SALVAGE FOR

REINSTALLATION - SEE DOOR

SCHEDULE

REFERENCE DRAWINGS

FOR NEW CONCRETE FILL

ON METAL PAN FLOOR

REMOVE EXISTING CANOPY

OVER DOOR AND RELATED

SUPPORTS, DOWNSPOUTS

AND GUTTERS

DO NOT SAWCUT HEADER

BRICKS - CAREFULLY REMOVE A

MINUMUM NUMBER OF BRICKS

REQ'D TO INSTALL NEW FLOOR,

NUMBER AND LABEL AND TURN

OVER TO OWNER - INFILL WITH

CONCRETE BELOW FLOOR

LEVEL AS NECESSARY

CAREFULLY REMOVE

EXISTING WINDOW AND ALL

RELATED WOOD FRAMING -

PACKAGE TOGETHER,

DOCUMENT PER SPECS,

AND TURN OVER TO OWNER

SAWCUT AND REMOVE

PORTION OF BRICK

AND CONCRETE WALL

BELOW WINDOW SILL

SAWCUT AND

REMOVE PORTION OF

BRICK AND

CONCRETE WALL

BELOW WINDOW SILL

CAREFULLY REMOVE

EXISTING DOOR AND ALL

RELATED HARDWARE CLEAN,

SAN AND REPAINT AND

REINSTALL AT DOOR E209d

DO NOT CUT BRICK

SOLDIER COURSE

ABOVE 1ST AND 2ND

FLOOR WINDOWS

EXISTING HISTORIC

WOOD CORNICE, DOOR

FRAME, AND COLUMNS

TO REMAIN. EXAMINE

FOR DAMAGE AND

NOTIFY ARCHITECT OF

ANY DAMAGED PIECES

REMOVE CONCRETE

STOOP AND SIDEWALK

OUTSIDE OF DOOR AND

PREP AREA FOR NEW

CONCRETE FLOOR SLAB

1/2"

REMOVE EXISTING FLASHING

AND CANOPY INCLUDING

ROOFING - CLEAN ADHESIVE

AND DIRT OFF EXG BRICK

UPPER PORTION OF PEDIMENT

TO BE REMOVED

CAREFULLY REMOVE EXG

LIGHT FIXTURES AND SALVAGE

FOR REINSTALLATION INSIDE

ELEVATOR LOBBY

SECURITY CAMERA TO BE

RELOCATED - REF

SECURITY DRAWINGS

EXISTING WOOD TRIM TO BE

REMOVED, SANDED AND

REFINISHED, REPAINT AND

REINSTALL

EXISTING WOOD TRIM TO

BE REMOVED, SANDED

AND REFINISHED, REPAINT

AND REINSTALL

SAWCUT AND REMOVE

PORTION OF BRICK

AND CONCRETE WALL

BELOW WINDOW SILL

CAREFULLY REMOVE

EXISTING WINDOW AND

ALL RELATED WOOD

FRAMING AND TRIM -

PACKAGE TOGETHER,

DOCUMENT PER SPECS,

AND TURN OVER TO

OWNER

REFERENCE DRAWINGS

FOR NEW DOOR IN

EXISTING OPENING

CAREFULLY REMOVE EXISTING

WINDOW AND ALL RELATED

WOOD FRAMING - PACKAGE

TOGETHER, DOCUMENT PER

SPECS, AND TURN OVER TO

OWNER

SAWCUT AND REMOVE

PORTION OF BRICK AND

CONCRETE WALL BELOW

WINDOW SILL

DO NOT CUT BRICK

SOLDIER COURSE

ABOVE 2ND FLOOR

WINDOWS

CAREFULLY REMOVE

CONCRETE SILL BELOW

WINDOW - PACKAGE AND LABEL

AS SPECIFIED AND TURN OVER

TO OWNER

SECTION INTERIOR

ELEV.

EXTERIOR

ELEV.

6"

REMOVE EXISTING CONCRETE SLAB RAMP

AND INFILL OVER RIGINAL STAIRS.

EXISTING ORIGINAL CONCRETE STEPS AND BRICK

FOUNDATION WALL TO REMAIN - PROTECT DURING

CONCRETE SLAB DEMOLITION OPERATIONS

SAWCUT AROUND ORIGINAL CONCRET BASE TO EXPOSE AND

SALVAGE - SAND AND FINISH BASE AT NEW CONSTRUCTION -

TYPICAL AT ALL FOUR COLUMNS

SAWCUT AROUND ORIGINAL GRANITE STOOP TO LEAVE IN

PLACE WITH NEW CONSTRUCTION

EXISTING ORIGINAL WROUGHT IRON

RAILINGS TO BE REMOVED WITH

CONCRETE. IF POSSIBLE, SALVAGE

RAILING, CLEAN CONCRETE FROM

BOTTOM RAIL, REFINISH AND REINSTALL.

IF RAILINGS ARE DAMAGED DURING

REMOVAL, REPLACE WITH NEW WROUGHT

IRON RAILS TO MATCH EXG.

STEEL PIPE RAILING AT RAMP TO BE REMOVED

SAWCUT AROUND ORIGINAL CONCRETE

BASE TO EXPOSE AND SALVAGE - SAND

AND FINISH BASE AT NEW CONSTRUCTION -

TYPICAL AT ALL FOUR COLUMNS

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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AD500

DEMOLITION 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

1/2" = 1'-0"F2 DEMO AT REAR CANOPY

1/2" = 1'-0"B8 DEMO AT 2ND FLOOR WINDOW

12" = 1'-0"C1 DEMO AT FRONT PORCH STEPS

Revisions: Date:

UP

WH

T

T

T

T

WP

WP

WP

2 2

2 2

CR

CR CR

CR

ES

ES

ES ES

LV

B

LV

A

LV

A

LVB LVB

LV

B

LV

B

LVB

LVB

LV

B

LV

B

LV

B

LV

LVA

M

AIM

AIM

AIM

AIM

AC

P

AC

P

FD

FD

FD

FD

FD

FD

FD

F1 A-302

6 7

8 9 10.1 11

A

B.1

C

D

D.9

F

7.8 8.7

1'

- 5

E

B

542.92 5.24.3

D.1

B.9

21' - 9" 11' - 4 1/2"12' - 2 1/2"

1'

- 5

129' - 3"

11' - 4 1/2" 21' - 9" 12' - 2 1/2" 38' - 7" 12' - 2 1/2" 21' - 9" 11' - 4 1/2"

4"

2'

- 7

1/ 2"

6 1 /2"

6'

- 0

6 1

/2" 2'

- 7 1/

2"

1'

- 3

6'

- 0

1'

- 3

1'

- 2 1/

2"

3 1

/2" 1'

- 2 1/

2"

3 1

/2"

6'

- 0

12' - 2 1/2"

13' - 5 1/2" 8' - 0" 8' - 0" 8' - 11"

7' - 3" 6' - 2 1/2"

A-202

F1

A-201 C2 A-201C7

A-201

F1

VEST M

BA109

LOCKER M

BA111

TOILET M

BA110

SHOWER M1

BA110a

VEST W

BA103

LOCKER W

BA104

TOILET W

BA105

SHOWER W

BA106

UNIFORMS

BA107

F6 A-304

F6 A-302

F6 A-302

EMS CHIEF

BA113

EMS AO

BA101

BREAK ROOM

BA115

LG EQPT

STORAGE

BA117

EMS INT

DESIGNER

BA119

EMS STORAGE

BA108

ELECT

BA122

A-401 F1

EMS ASST

CHIEF

BA114

EMS SUPER

BA118

EMS TRAINING

SUPER

BA120

A-401 E6

31' - 7 7/8" 7' - 0 1/8"

30' - 1 1/2"

UTIL

BA112

A-802D2 A-802

A-802F6 F2

D9

D4

F9

B4 B6

A-801D4 A-801 F8

A-801B8

D6

D9

F1

F5

D2

D1

B9

A-202

C5

A-202C8A-202 C2

MACH ROOM

BA121

ELEV.

E100

STAIR 1

E102

ELEV LOBBY

E100

4'

- 4

8' - 9" 16' - 0"

DRESSINGDRSNG

DRSNG

1"

8' - 0" 10' - 1" 9' - 9"

CORR

E101

EMS SUPPORT

BA102

8' - 9"

C1 A-302

C5 A-301

F1 A-301

F1 A-301

C7 A-303

F3 A-304

F9 A-304

1 123 10

4' - 10 1/2" 2' - 7" 2' - 7"8"

6' - 6"

8"4' - 10 1/2"

6' - 6"

5'

- 1

1" 5'

- 1 1"

1"

4.9 7.2

2' - 8"

6 1 /2"

HAC

BA116

SHWR M2

BA110b

CHASE

7 3 /4"

2'

- 5

"4' - 4" 4' - 10"

118120

E101a

114a

A-801

B2

B4B1

B6

A-803

F8

A-803 D8

F3

F1 F6

D7

D6

D9

A-804D4

C2 A-301

C7 A-302

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

7' - 7"

7' - 9"

3' - 10 1/2" 3' - 10 1/2"

22' - 6"

7' - 0"

5"

2' - 6"

1'

- 7

1/ 2"

F8 A-310

E102b

E102a

E100

F3

B3

D8

A-803

B9

D2

D3

B7

X

Y

Z

F2 A-303

F6 A-303

SHPO-2

F1

SHPO-2C7

F3 A-503

F6 A-503

B9

F1 A-503

A-500 D4

A-500 D6

A-500 D8

A-500 F6

A-500 F8

A-500 F4

8' - 8" F8

A-503

121b

B6

A-500

A5

2A6

A3

A3 A6

E2A3

A1

C4

C4A1 A1

A1t

A1t

A1t

C3

C3C6 C3

INFILL EXG PIT WITH CONC.

INFILL EXG PIT

WITH CONC.

RELOCATED HOSE BIBB

6' - 7"

3'

- 1

1"

MECHANICAL EQUIPMENT YARD

SEE CIVIL/MECH FOR PIPE REPAIR AND

REPLACEMENT - CLEAN FACE OF CONCRETE -

REMOVE THRU WALL PIPES AND GROUT HOLES

SOLID. PROVIDE LIQUID APPLIED WATERPROOFING

MEMBRANE ON FOUNDATION WALL AND

PROTECTION BOARD PRIOR TO BACKFILLING HOLESEE CIVIL/MECH FOR PIPE REPAIR AND

REPLACEMENT - CLEAN FACE OF CONCRETE -

PROVIDE LIQUID APPLIED WATERPROOFING

MEMBRANE ON FOUNDATION WALL AND

PROTECTION BOARD PRIOR TO BACKFILLING HOLE

SEE CIVIL/MECH FOR RAIN LEADER PIPE REPAIR

AND REPLACEMENT - CLEAN FACE OF CONCRETE -

PROVIDE LIQUID APPLIED WATERPROOFING

MEMBRANE ON FOUNDATION WALL AND

PROTECTION BOARD PRIOR TO BACKFILLING HOLE

SEE CIVIL/MECH FOR RAIN LEADER PIPE REPAIR AND

REPLACEMENT - CLEAN FACE OF CONCRETE - PROVIDE LIQUID

APPLIED WATERPROOFING MEMBRANE ON FOUNDATION WALL

AND PROTECTION BOARD PRIOR TO BACKFILLING HOLE

SEE CIVIL AND LANDSCAPE SHEETS FOR

SIDEWALK AND LANDSCAPING

HATCHING INDICATES LOCATION

OF NEW/EXG CONCRETE SLAB

JOINT - SEE STRUCTURAL

REMOVE EXG PLYWOOD IN

WINDOW OPENING - INFILL

OPENING WITH CONCRETE AND

BRICK TO MATCH EXISTING

NEW WINDOW IN

EXISTING OPENING

1/

2" 5'

- 9 1/

2"

5' - 8"

A-603

E5

A-603E9 A-603 E7

5 3/8" 6"

1'

- 2

R7

E101

E1E1

E2

C6

C6

C6

C4

C1 C4

C4

A6 A6

A3 A3A3

W3

L1

REPLACE EXG

LOUVER WITH

NEW TO FIT IN

EXG OPENING

SN-R SN-R

SN-RSN-R

SN-R

SN-R

SN-R

SN-R

SN-RSN-R

SN-Lw

SN-Lm

SN-W

SN-R

SN-M

SN-S

SN-S

SN-S

SN-S

SN-R

SN-E

SN-Es

SN-E

SN-X

SN-E

SN-R

A3 A5

A5 1' - 0 1/2"

BOTTLE

FILLER

A-802 B1

C7

A-301

1'

- 0

1/ 2"

REMOVE EXG PLYWOOD

IN WINDOW OPENING

INFILL OPENING WITH

BRICK ON CONCRETE

BACKER - SET NEW

BRICK BACK 1/2" FROM

FACE OF EXISTING

BRICK

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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PM

A-101

BASEMENT FLOOR 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 BASEMENT

0 8' 12' 16'4'

Graphic Scale: 1 inch = 4 feet

3/4" = 1'-0"B1 UTILITY ROOM INFILL

UP

UP UP

W P

W P

WP

2 2

2 2

2 2

2 2 4

2 2

2 2

2 2

ES

ES

ES

CR

CR

CR

CR

ES

OS

OS

OS OS

OS

OS

OS

OS

OS

OS OS

OS OS

OS

OS OS

OS

OSOSOS

OS

OSOS

OS

OS

OS

OS

LVB

LVB

LVB

LVA LVA

LV

LVB

LVB

LV

A

LV

B

LV

B

LV

B

LV

B

LVB

LV

B

LV

B

LVBLVB

BP

S

S

FD FD

FA

C

P

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-202

F1

A-201 C2 A-201C7

A-201

F1

CHILLER YARD

TOILET W

1A201

TOILET M

1A202

F6 A-304

F6 A-302

F6 A-302

7' - 8"

FLEET

1A204

UNION

1A203

BILLING

1A206 FS SUPPORT

1A207

FISCAL SERV.

AUDITOR

1A207B

IT

1A212

FISCAL SERV

AUDITOR

1A207A

FS CHIEF

1A210

FS ASST CHIEF

1A211

HBPC

DIRECTOR

1A209B

HBPC CHIEF

1A209A

A-411 D6

A-411 F2

A-202

C5

A-202C8A-202 C2

2"

2"

7' - 9"

CORR

E201

ELEV LOBBY

E200

8' - 0" 9' - 8" 8' - 0" 6' - 11 1/2" 4' - 10 1/2"

FS STOR

1A207C

C1 A-302

C5 A-301

F1 A-301

F1 A-301

C7 A-303

HBPC

SUPPORT

1A209

F3 A-304

F9 A-304

1 12 6' - 6" 12' - 0 1/2" 16' - 2 1/2" 14' - 6" 17' - 6" 8' - 9" 17' - 6" 14' - 6" 16' - 2 1/2" 12' - 0 1/2" 6' - 6"

3 10

8"4' - 10 1/2"2' - 7"2' - 7"4' - 10 1/2" 8"

2'

- 8

2'

- 8

7'

- 5

1/ 2"

GRADE AREA UP TO BOTTOM

RISER TO ENSURE ALL RISERS

ARE UNIFORM DOWN TO GRADE

AND SIDEWALK

NEW WROUGHT IRON RAILS

3"

UN OFFC

1A203A

UN OFFC

1A203B

1'

- 8

14' - 0" 8' - 2 1/2"

21' - 0"

VISN 1

1A205

4.9 7.2

5 1

/2" REVENUE MGR

1A206A

STOR

1A203C

5 1 /2"

11' - 0"

HBPC CLEAN

STOR

1A209C

5 1 /2"

1/

2"

HAC

1A208

9'

- 6

8' - 2" 5' - 2" 7' - 0" 11' - 0"

CHASE

E201b

E201c

E201

201202

E202

204 203

206 207

207b

207a

209a

E209a

E209d

203a

203b

206a

203c

209c

E201a

207c

209b

C2 A-301

22' - 3"

C7 A-302

2'

- 8

53' - 6" 53' - 6"

7' - 1 1/2" 8' - 0" 7' - 1 1/2"

6' - 4" 8' - 0" 8' - 0" 8' - 11" 8' - 11" 8' - 0" 8' - 0" 6' - 4" 7' - 1 1/2" 8' - 0" 7' - 1 1/2"

9'

- 6

7' - 9"

19' - 4"

10' - 0" 4'

- 5

1/ 2"

9'

- 4

1"

1" 9'

- 4

9'

- 4

9'

- 4

6'

- 1

0 1 /2"

8'

- 0

3' - 10"

4'

- 1

1/ 2"

1' - 8"

F8 A-310

0"

STAIR

E202

X

Y

Z

A-807 B6

D1

B1

F1

A-806

F3

F9

F4D6

A-808

F8

F6

F4

F2 F2

A-303

F6 A-303

8'

- 2

3/ 4"

3'

- 8

1/ 2"

10' - 11 1/2"10' - 11 1/2"

2'

- 8

2' - 8"1' - 10"

7'

- 5

1/ 2"

2'

- 8

7'

- 4

2'

- 8

7'

- 5 1/

2" 1'

- 4

2' - 8"1' - 10" 6' - 5 1/2"

1'

- 4

2' - 8" 6' - 5 1/2" 1' - 10"

7'

- 5

1/ 2"

2'

- 8

7'

- 4

SHPO-2C7

SHPO-2

D8

1/

2"

CONCRETE DECK PAVERS SET ON

VARIABLE HT PEDESTALS ON

CONCRETE STOOP

A-411 F7

A-501 D9

A-501 F8

A-501 D8

A-501 D5

A-501 D3

A-501 F5

A-501 D2

A-501 F2

A-501 F1

3' - 3 3/4"

B6

A-500

A-501 F5

SIM OPP

3'

- 0

3'

- 0

NEW CONCRETE

FLOOR SLAB

WHERE STAIRS

ARE REMOVED

FEC FEC

E1 A3 A3 A3

A6

A3

A3

E2

A6

A3

A3

A3

A3A3 A6

A6

A6

A3 A3

A6

A6

A3 A3

A3

A3

A1

C1 E2

E1

A3

C1

A3

A6 A3

A-603

E5

A-603E9 A-603 E7

A1

3"

1'

- 1

STAIR 2

A-500 C2

A-500 B2

A-500 C4 A-500

C8 A-500

C6

A-500 B8

C5

A3

A-501 F9

E2 E2

A5

6' - 0"

6'

- 0

3'

- 0

6' - 0"

CONCRETE DECK

PAVERS SET ON

VARIABLE HT PEDESTALS

ON CONCRETE SLAB

SN-WSN-M

SN-R

SN-R

SN-R SN-R SN-R

SN-R

SN-R

SN-R

SN-R

SN-RSN-R

SN-R

SN-R

SN-R

SN-R

4'

- 1

1 1 /2"

SN-X

8"

SN-R

SN-E

SN-Es

SN-E

SN-R

SN-R

SN-R

2' - 4 1/2" 4' - 0" 2' - 4 1/2"

NEW PIPE RAILINGS EACH SIDE OF

STAIR RUN - MOUNT IN SLEEVES

TO EXG/NEW CONCRETE

NEW PIPE RAILINGS

EACH SIDE OF STAIR

RUN - MOUNT IN

SLEEVES TO EXG/NEW

CONCRETE

NEW PIPE RAILINGS

EACH SIDE OF STAIR

RUN - MOUNT IN

SLEEVES TO EXG/NEW

CONCRETE

BRICK

COLUMNS SIM

OPP HAND

NEW WROUGHT IRON

RAILINGS TO MATCH EXG.

BRICK

COLUMNS

SIM OPP

HAND

C7

A-301

C9

A-304

2' - 0 3/4"

C1

A-303

A-807

F3

D3

A-806

B6

B8B4

B9

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-111

FIRST FLOOR 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 FIRST FLOOR

0 8' 12' 16'4'

Graphic Scale: 1 inch = 4 feet

4 4 4

2 2

2 2

2 2

2 2

2 2

CR

ES

LV

LVB LVB

LV

B

LV

B

LV

B

LV

B

LV

B

LV

B

LVB

LVA

LV

B

LVB

LV

B

LVB LVB LVB LVB LVB

LVB

LV

B

LV

B

LVALVA

LVB

LV

B

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-202

F1

A-201 C2 A-201C7

TOILET M

2A302

TOILET W

2A301

F6 A-304

F6 A-302

F6 A-302

CALL CENTER

2A309

SHARED

CONF/TRAIN

2A303

4'

- 4

LOG ASST

CHIEF

2A304A

LOG CHIEF

2A304B

LOGISTICS

SUPPORT

2A304

11' - 0" 9'

- 6

HR DIRECTOR

2A308C

HR CHIEF

2A308E

HR SUPPORT

2A308

LOG

SUPERVISOR

2A306

FLEX SPACE

2A307

A-421 F6

A-421 F2

A-202

C5

A-202C8A-202 C2

ELEV LOBBY

E300

11' - 0"

9'

- 6

24' - 0"

7' - 9"

CORR

E301

HR

SUPERVISOR

2A308B

HR COPY/

SUPPLY

2A308G

HR WORK

STATIONS

2A308D

HR RECORDS

2A308F

LOG SUPPLY

2A304C

C1 A-302 C5

A-301

F1 A-301

F1 A-301

C7 A-303

F3 A-304

F9 A-3041 123 10

4.9 7.2

10' - 10" 18' - 8" 8' - 0" 8' - 6" 8' - 6"

LOG

SUPERVISOR

2A305

12' - 0"

P.I.V.

2A308A

8' - 6"

CHASE

E302

306305

E301b

E301a

303b

304a

308e

308c

308a

301302

E303a

304 308b

308g

308f

304b

304c

C2 A-301

C7 A-302

8' - 8"

17' - 4" 9' - 8"

5 1 /2"

5 1 /2"

7'

- 0

3'

- 6

11' - 8"

8' - 8"

3' - 8"

4'

- 1

1/ 2"

1 1 /2"

5'

- 1

1/ 2"

3"

1' - 8"

F8 A-310

STAIR

E302

X

Y

Z

A-809

D3

B6

B8B2

A-808

B5

D5

B2 D2

A-809

D7

F7

F4F1

F2 A-303

F6 A-303

SHPO-2C7

SHPO-2

D8

1-HR RATED

CHASE

AROUND

DUCT - SEE

MECH

A-501 B9

A-501 B3

A-501 B8

A-501 B5

LADDER

TO ATTIC

ACCESS

A-501

F2SIM

A-501 F2

A-501

D5SIMA-501

D3

SIM

SIM

A-501

F2SIM

A-501 B2

NEW CONCRETE FLOOR SLAB

WHERE STAIRS ARE REMOVED

F5

A-502

2'

- 1

1/ 4"

A-603

E5

A-603E9 A-603 E7

C5

A-502

E8

A-502

STAIR 2

R7

R7

R7

R7R7R7R7R7R7R7

E301

SN-R

SN-R

SN-R

SN-R

SN-R

SN-R

8"

SN-R SN-R

SN-R SN-R

SN-R

SN-R

SN-R

SN-R

SN-RSN-R

SN-W

SN-RSN-M

SN-Es

SN-R

SN-E

SN-Es

SN-E

3'

- 6

3/ 8"

C7

A-301

FEC

FEC

A6

A3 A3

A3

A3 A3

A6

A3 A3 A3

A3

A3

A3

A3

A6

B3B3

A3

A3

A6

A3

A3

E2

E1

A6

A3

A3

E2

E2

E2

E1

E2 E2

E1

E2

C1

C1

E2

E2

E1

E2C1E2C1

C6 C6

A5

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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6:

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A-121

SECOND FLOOR 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 SECOND FLOOR

0 8' 12' 16'4'

OS

F1 A-302

6 7

8 9 10.1 11

A

B.1

C

D

D.9

F

7.8 8.7

E

B

542.9 5.24.3

D.1

B.9

A-202

F1

F6 A-304

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-3043 10

4.9 7.2

C2 A-301

C7 A-302

F8 A-310

X

Y

Z

SHPO-2

D8

ROOF ABOVE

CONNECTOR LOBBY

EXISTING ATTIC ACCESS PROVIDE

NEW LADDER AND FLOOR HATCH

ATTIC SHEAR WALLS

ATTIC SHEAR WALLS

WOOD ATTIC

STRUCTURE TO REMAIN

PROVIDE 3/16" STEEL

PLATE CENTERED OVER

14" X 12" HOLE WITH 4"

MIN. BEARING ALL

SIDES WHERE DUCT IS

REMOVED - EPOXY

BOLT TO CONCRETE

DECK AT 8" O.C.

AROUND PERIMETER

PROVIDE 3/16" STEEL

PLATE CENTERED OVER

14" X 10" HOLE WITH 4"

MIN. BEARING ALL

SIDES WHERE DUCT IS

REMOVED - EPOXY

BOLT TO CONCRETE

DECK AT 8" O.C.

AROUND PERIMETER

BLOCK LOUVER

WITH PLYWOOD

F5

A-502

A-603E9

C5

A-502

E8

A-502

C1

A-502

NEW MECHANICAL DUCT

CHASE DOWN TO FIRST

FLOOR - SAWCUT CONC

FLOOR DECKS BETWEEN

CONCRETE JOISTS/BEAMS

REFERENCE MECHANICAL

SHEETS FOR DUCTS GOING

DOWN THRU CHASE

C7

A-301

2'- 6"

2'-0"

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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BU

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3.

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6:

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PM

A-131

ATTIC 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 ATTIC FLOOR

0 8' 12' 16'4'