653-21-102_Roseburg Renovate Bldg 3 IFC Drawings Part7.pdf

ATTIC FLOOR

31' - 6"

SECOND FLR RCP

29' - 4"

METAL COPING ON CLEATS -

FASTEN INSIDE OF PARAPET

WALL ROTO METAL STUDS

AT 16" O.C.

POLYISO RIGID FOAM WALL CAP -

CUT TO FIT TIGHT IN COPING

1'

- 2

3/ 4"

WRAP ROOF MEMBRANE OVER

TOP OF WALL AND AVM

6" METAL STUD WALL

5/8" GYPSUM FIBER

SHEATHING

AIR VAPOR MEMBRANE OVER

GYPSUM FIBER UNDERLAYMENT -

PROVIDE 24" MIN LAP OVER

STRUCTURE PRIOR TO

INSTALLATION OF METAL STUD

WALLS - TUCK BETWEEN

CURTAIN WALL HEADER AND

METAL CHANNEL RUNNER

METAL ROOF DECK

6" TAPERED ROOF

INSULATION

TPO ROOF MEMBRANE ON 5/8"

GYPSUM FIBER COVER BOARD

CURTAIN WALL SYSTEM AS

SPECIFIED

METAL PANEL OVER LIQUID

APPPLIED AVM ON 5/8"

GYPSUM FIBER SHEATHING

6" 8 3

/4"2'

- 2

2"

9 1 /4"

5 1 /4"

4"

4"

8 3 /4"

ATTIC FLOOR

31' - 6"

SECOND FLR RCP

29' - 4"

Y 4"

8"

4"

ALUMINUM COPING

ON CLEATS

ALUMINUM PANEL

STIFFENER BY PANEL

MANUF

LIQUID APPLIED AIR

VAPOR MEMBRANE -

WRAP OVER TOP OF

WALL AND MIN 4"

DOWN FACE OF

SHEATHING OPP SIDE

3/4" PT PLYWOOD ON

METAL STUD WALL

GYPSUM GLASS FIBER

SHEATHING

6" METAL STUD WALL

R-25 BATT INSULATION

2" MIN RIGID EPS

INSULATION IN STUD

CAVITY

TPO ROOFING

MEMBRANE -WRAP

OVER TOP OF WALL

AND MIN 4" DOWN

FACE OF ALUMINUM

PANEL

2X PT WALL CAP AT TOP OF WALL -

MOUNT TO TOP OF METAL STUD WALL

CONT. VAPOR RETARDER -

WRAP SPLICE PIECE OVER

STEEL ANGLE PRIOR TO

INSTALLING STUD WALL

AND STEEL DECK

TPO ROOFING

MEMBRANE ON

COVER BOARD

OVER MIN 6"

ROOFING

INSULATION

GYPSUM GLASS FIBER

UNDERLAYMENT ON

STRUCTURAL DECK

4"

3" X 24" X 120" METAL

PANEL - TOP

1 1/2" X 24" X 120"

METAL PANEL - BOTT

2 1/4" X 24" X 120" METAL

PANEL - MIDDLE

BENT ALUM FLASHING

FINISHED TO MATCH BRICK

STARTER CLIP BY

PANEL MANUF.

LIQUID APPLIED AIR VAPOR

MEMBRANE - WRAP DOWN

OVER FLASHING LEG

GYPSUM GLASS FIBER

SHEATHING

6" METAL STUD WALL

FILL CAVITY WITH RIGID

EPS INSULATION

GYPSUM GLASS FIBER

UNDERLAYMENT ON

STRUCTURAL DECK

TPO ROOFING MEMBRANE

ON COVER BOARD OVER

MIN 6" ROOFING INSULATION

WRAP ROOF MEMBRANE OVER

TOP OF WALL

GYPSUM GLASS FIBER

SHEATHING

6" METAL STUD WALL

R-25 BATT INSULATION

2" MIN RIGID EPS

INSULATION IN STUD CAVITY

CONT. VAPOR

RETARDER - WRAP

SPLICE PIECE

OVER STEEL DECK

PRIOR TO

INSTALLING STUD

WALL AND

SHEATHING

4" NOM. STANDARD BRICK

VENEER - CUT TOP BRICK

TO FIT TIGHT TO BOTTOM

OF STEEL DECK - INFILL

RIBS WITH FOAM INSUL.

6" METAL STUD BOX

HEADER OVER DOOR

OPENING - 13/S524

STEEL ANGLE LINTEL BRG

EACH SIDE - SEE STRUCTURAL

4" STEEL DOOR HEADER -

SHIM AS REQUIRED

DOOR AS SCHEDULED

METAL 'J' MOLD AT BOTT OF

GWB

8"

VENEER ANCHORS -

SEE SPECS

5 1 /4"

8 3 /4"

8"

2'

- 2

8"

4"

5"

EXISTING WOOD ROOF

DECKING TO REMAIN

EXISTING TILE ROOFING TO REMAIN

ADD NEW METAL EDGE FLASHING

WHERE GUTTER IS REMOVED

BETWEEN NEW WALLS

PT WOOD HEADER AT TOP OF

EXISTING BRICK WALL

TOP TRIM PIECE TO REMAIN (OR

REMOVE AND REINSTALL) - SLOT

WHERE PERPENDICULAR WALL

INTERSECTS, LEAVE MIN 1" GAP -

REPAINT ALL EXPOSED WOOD

PT 2x BLOCKING TO HOLD

EXISTING TRIM PIECE IN PLACE -

TOENAIL TO HEADER

TPO ROOFING MEMBRANE -

LOOP INTO 1" GAP AND RUN

UP WALL

EXPANSION JOINT COVER - TUCK

BEHIND BLOCKING - SEAL TO

ROOFING MEMBRANE PER MANUF

REQUIREMENTS

METAL COPING BEYOND

5/8" COVER BOARD ON ROOFING

INSULATION

AVM ON 5/8" GYPSUM FIBER

UNDERLAYMENT

ATTIC FLOOR LEVEL

TOP OF CURTAIN WALL

LOWER PORTION OF FASCIA TO

BE REMOVED BETWEEN TWO

NEW WALLS - 4 PIECES INCL

GUTTER SUPPORT

1"

9" DIST BOLT TO WALL

WRAP PIECE OF TPO MEMBRANE

OVER TOP OF NEW WALL - ADHERE TO

PT WOOD AND TOP OF WALL - DO NOT

CONNECT TO COPING - LAP MIN 5"

SEISMIC JOINT FILLER AT

CURTAIN WALL BEYOND

METAL COPING ON CLEATS -

FASTEN INSIDE OF PARAPET WALL

TO METAL STUDS AT 16" O.C. - TRIM

AS REQUIRED AROUND SCUPPER

AND PROVIDE DRIP

POLYISO RIGID FOAM WALL CAP -

CUT TO FIT TIGHT IN COPING

WRAP ROOF MEMBRANE OVER

TOP OF WALL AND AVM

STAINLESS STEEL

SCUPPER - FIT BETWEEN

METAL STUDS

5/8" GYPSUM FIBER

SHEATHING

AIR VAPOR MEMBRANE OVER

GYPSUM FIBER UNDERLAYMENT -

PROVIDE 24" MIN LAP OVER

STRUCTURE PRIOR TO

INSTALLATION OF METAL STUD

WALLS - TUCK BETWEEN

CURTAIN WALL HEADER AND

METAL CHANNEL RUNNER

METAL ROOF DECK

6" TAPERED ROOF

INSULATION

TPO ROOF RUN THRU

SCUPPER AND INTO

DOWNSPOUT 4"

CURTAIN WALL

SYSTEM AS SPECIFIED

METAL PANEL OVER LIQUID

APPPLIED AVM ON 5/8"

GYPSUM FIBER SHEATHING

LAP TPO

ROOFING MIN 6"

AND SEAL PER

MANUFACTURES

REQUIREMENTS

LAP TPO

ROOFING MIN 6"

AND SEAL PER

MANUFACTURES

REQUIREMENTS

4"

8"

4"

METAL COPING

ON CLEATS

ALUMINUM PANEL

STIFFENER BY

PANEL MANUF

LIQUID APPLIED AIR

VAPOR MEMBRANE -

WRAP OVER TOP OF WALL

AND MIN 4" DOWN FACE

OF SHEATHING OPP SIDE

3/4" PT PLYWOOD ON

METAL STUD WALL

GYPSUM GLASS FIBER

SHEATHING

6" METAL STUD WALL

R-25 BATT INSULATION

2" MIN RIGID EPS

INSULATION IN STUD CAVITY

TPO ROOFING MEMBRANE -

WRAP OVER TOP OF WALL

AND MIN 4" DOWN FACE OF

ALUMINUM PANEL 2X PT WALL CAP AT

TOP OF WALL -

MOUNT TO TOP OF

METAL STUD WALL

CONT. VAPOR RETARDER -

WRAP SPLICE PIECE OVER

STEEL ANGLE PRIOR TO

INSTALLING STUD WALL

AND STEEL DECK

TPO ROOFING

MEMBRANE ON COVER

BOARD OVER MIN 6"

ROOFING INSULATION

GYPSUM GLASS FIBER

UNDERLAYMENT ON

STRUCTURAL DECK

3" X 24" X 120" METAL

PANEL - TOP

2 1/4" X 24" X 120" METAL

PANEL - MIDDLE

ALUMINUM SCUPPER

W/ POWDER COAT

1 1/2" X 24" X 120"

METAL PANEL - BOTT

BENT ALUM FLASHING

FINISHED TO MATCH BRICK

STARTER CLIP BY

PANEL MANUF.

LIQUID APPLIED AIR

VAPOR MEMBRANE -

WRAP DOWN OVER

FLASHING LEG

GYPSUM GLASS FIBER

SHEATHING

6" METAL STUD WALL

FILL CAVITY WITH RIGID

EPS INSULATION

GYPSUM GLASS FIBER

UNDERLAYMENT ON

STRUCTURAL DECK

TPO ROOFING MEMBRANE

ON COVER BOARD OVER

MIN 6" ROOFING INSULATION

WRAP ROOF MEMBRANE OVER

TOP OF WALL

GYPSUM GLASS FIBER

SHEATHING

6" METAL STUD WALL

R-25 BATT INSULATION

2" MIN RIGID EPS

INSULATION IN STUD CAVITY

CONT. VAPOR

RETARDER - WRAP

SPLICE PIECE

OVER STEEL DECK

PRIOR TO

INSTALLING STUD

WALL AND

SHEATHING

4" NOM. STANDARD BRICK

VENEER - CUT TOP BRICK

TO FIT TIGHT TO BOTTOM

OF STEEL DECK - INFILL

RIBS WITH FOAM INSUL.

6" METAL STUD BOX HEADER

OVER DOOR OPENING 13/S524

STEEL ANGLE LINTEL BRG

EACH SIDE - SEE STRUCT.

4" STEEL DOOR HEADER -

SHIM AS REQUIRED

VENEER ANCHORS - SEE SPECS

STAINLESS STEEL ELEVATOR

DOOR AN FRAME BY

ELEVATOR MANUFACTURER

ONCRETE METAL PAN

FLOOR DECK

SAND AND

REPAINT ALL

WOOD MEMBERS

AT EXTERIOR

FRAME INCLUDING

ALL TRIM PIECES -

PROTECT LOUVER

AND SCREEN

CAREFULLY

PROTECT

DORMER TRIM

PIECES BEFORE

REFINISHING

TYPICAL WORK AT ALL

DORMER OPENINGS

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-502

ROOF 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

3" = 1'-0"C9 CURTAIN WALL PARAPET

3" = 1'-0"F3 WALL/ROOF JUNCTION AT STAIR TWR

3" = 1'-0"E8 NEW ROOF AT EXISTING WALL

3" = 1'-0"C5 SCUPPER AT CURTAIN WALL

3" = 1'-0"C1 SCUPPER AT STAIR TOWER

3" = 1'-0"F5 ELEVATOR DOOR HEAD/ SILL

12" = 1'-0"F1 TYPICAL DORMER REFINISHING

Revisions: Date:

BASEMENT RCP

8' - 0"

BASEMENT

0"

10.110

F3 A-503

5/8" TYPE 'X' GWB OVER

7/8" HORIZ. HAT CHANNELS

@ 16" O.C. VERT.

6" GUNNITE SEISMIC TREATMENT

EXISTING CONC

FOUNDATION WALL

SEE CIVIL/MECH FOR PIPE

REPAIR AND REPLACEMENT -

CLEAN FACE OF CONCRETE

FOUNDATION WALL - REMOVE

THRU WALL PIPES AND GROUT

HOLES SOLID.

INFILL EXG PIT WITH CONC.

1/2" PROTECTION BOARD ON

LIQUID APPLIED

WATERPROOFING MEMBRANE

ON FOUNDATION WALL

BACKFILL - SEE CIVIL

BASEMENT

0"

D.9 FE

F6 A-503

5/8" TYPE 'X' GWB OVER

7/8" HORIZ. HAT CHANNELS

@ 16" O.C. VERT.

6" GUNNITE SEISMIC TREATMENT

EXISTING CONC

FOUNDATION WALL

SEE CIVIL/MECH FOR

PIPE REPAIR AND

REPLACEMENT - CLEAN

FACE OF CONCRETE

FOUNDATION WALL -

REMOVE THRU WALL

PIPES AND GROUT

HOLES SOLID.

INFILL EXG PIT WITH CONC.

1/2" PROTECTION BOARD ON

LIQUID APPLIED

WATERPROOFING MEMBRANE

ON FOUNDATION WALL

BACKFILL - SEE CIVIL

D.9F E

C2 A-301

EXISTING CONC

FOUNDATION WALL

SEE CIVIL/MECH FOR PIPE

REPAIR AND REPLACEMENT -

CLEAN FACE OF CONCRETE

FOUNDATION WALL - REMOVE

THRU WALL PIPES AND GROUT

HOLES SOLID.

INFILL EXG PIT WITH CONC.

1/2" PROTECTION BOARD ON

LIQUID APPLIED

WATERPROOFING MEMBRANE

ON FOUNDATION WALL

BACKFILL - SEE CIVIL

BASEMENT

0"

F6 A-304

F3 A-304

XY

GALV STEEL PIT LADDER -

3"x3/8" STRINGERS WITH

3/4" DIAM STEEL RUNGS

AT 12" O.C. - COORD WITH

ELEVATOR INSTALLER

4'

- 0

2' - 0"

1' - 2"

ELEVATOR PIT

MOUNT LADDER TO METAL

STUD WALL WITH 6" LONG X

8"x4"x3/8" CLIP ANGLES AT

3'-0" O.C. VERT.

4'

- 0

PROVIDE OPENING WHERE

STEEL PENETRATES BRICK

WALL - CUT AND SET BRICK AS

CLOSE AS POSSIBLE TO STEEL -

FILL GAP WITH FIRE CAULK

CUT RIGID INSULATION TO

FIT TIGHT AROUND STEEL

PROVIDE BLOCKING IN MS WALL

TO FIT TIGHT AROUND STEEL -

FILL GAPS WITH FIRE CAULKING

STEEL CONNECTIONS NOT

SHOWN - SEE STRUCTURAL

CURTAIN WALL BEYOND

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-503

MISC 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

3/4" = 1'-0"F6 E-W SECTION AT PIT INFILL

3/4" = 1'-0"F3 N-S SECTION AT PIT INFILL

3/4" = 1'-0"F1 N-S SECTION AT PIT INFILL- LG

3/4" = 1'-0"F8 ELEVATOR PIT SECTION

1 1/2" = 1'-0"D9 BRICK PENETRATION AT CROSS BRACE

SECOND FLOOR

21' - 0"

FIRST FLR RCP

18' - 0"

FIRST FLOOR

10' - 0"

B.1 B

WINDOW HEAD

19' - 1 1/2"

HOLD SUSP. CEILING FROM WALL

1' - 4"

2' - 0"

PAINT CONC FLOOR DECK AND

ALL EXPOSED PIPING ABOVE

CEILING OPENING FLAT BLACK

2' PAST FACE OF WALL

INTERIOR GYP. BD. WALL ON 'Z'

FURRING STUDS - UP TO BOTT

OF FLOOR DECK BETWEEN

CONCRETE WEBS

BUILD 3/4" PLYWOOD ON METAL

STUD BOX - SET TO PROTECT

EXISTING WINDOW AND TRIM PRIOR

TO SEISMIC GUNNITE TREATMENT

WOOD FRAMED PRIVACY PANEL -

ALIGN WITH TOP SASH OF

EXISTING WINDOW

CEILING CLOSURE ALONG END OF

SUSP. CEILNG BY CEILNG MANUF.

WOOD TRIM AT PERIMETER

OF PRIVACY PANEL

BULLNOSE AT TOP OF TILE WAINSCOT

BUILD 3/4" PLYWOOD ON METAL

STUD BOX - PAINT INSIDE GLOSS

WHITE - SET TO PROTECT EXISTING

WINDOW AND TRIM PRIOR TO

SEISMIC GUNNITE TREATMENT

CERAMIC TILE WAINSCOT THINSET

ON TILE BACKER BOARD MOUNTED

TO PLYWOOD

BUILD 3/4" PLYWOOD ON METAL

STUD BOX - PAINT INSIDE GLOSS

WHITE - SET TO PROTECT EXISTING

WINDOW AND TRIM PRIOR TO

SEISMIC GUNNITE TREATMENT

SEISMIC GUNNITE TREATMENT -

SEE STRUCTURAL

CERAMIC TILE WAINSCOT THINSET

ON TILE BACKER BOARD MOUNTED

ON 'Z' FURRING STUDS

SEISMIC GUNNITE TREATMENT -

STOP BELOW EXISTING WINDOW

TRIM - SEE STRUCTURAL

CONT METAL COVE TRIM AT WALL

TO FLOOR JOINT

6'

- 0

SE

E

TI

LE

P

AT

TE

RN

TOILET M

1A202

2'

- 1

0"

BASEMENT RCP

8' - 0"

BASEMENT

0"

FIRST FLOOR

10' - 0"

AB.1 B

INTERIOR GYP. BD. WALL ON

FURRING CHANNELS - UP TO

BOTT OF FLOOR DECK

BETWEEN CONCRETE WEBS

CEILING SOFFIT OVER SINKS

TILE UP TO BOTTOM OF SOFFIT

CERAMIC TILE WAINSCOT

THINSET ON TILE BACKER

BOARD ON 5/8" GYPSUM BOARD

SEISMIC STRONG BACK

FRAMING - SEE STRUCTURAL

SEISMIC GUNNITE TREATMENT -

STOP BELOW EXISTING WINDOW

TRIM - SEE STRUCTURAL

CONT METAL COVE TRIM AT WALL

TO FLOOR JOINT

4"

KNEE SPC

2'

- 9

1/ 4"

2'

- 4

3'

- 7

3/2

SEISMIC STRONG BACK

STRUCTURAL FRAMING - INFILL

WITH BATT INSULATION

EXISTING WINDOW AND

TRIM TO REMAIN

5/8" PLYWOOD - PAINTED GLOSS

WHITE - ATTACH TO BACK

FLANGE OF STUDS - SIZE TO

MATCH WIDTH AND HEIGHT OF

WINDOW OPENING, LEAVING 1/2"

GAP ALL AROUND FOR VENTING

6" METL STUD BLOCKING AS

REQUIRED AT PLYWOOD EDGES

INSULATE PIPES UNDER SINKS

EXISTING WALLS AND FLOOR

TO REMAIN SHOWN SHADED

GALV STEEL ANGLE BRACES

(3 1/2" x 3 1/2" x 3/8") AT 32" O.C.

MOUNTED TO STUDS IN WALL -

CUT TOP FLANGE AT GAP &

WHERE IT PASSES THRU WALL.

MOUNT SOLID SURFACE

COUNTER TO MARINE

PLYWOOD BASE, MOUNTED TO

STEEL ANGLES

TYPICAL WORK AT ALL

EXTERIOR WINDOWS

ALL EXISTING WOOD FRAMED WINDOWS

AND DORMER LOUVERS ARE TO BE

REFURBISHED. REFURBISHING OF

EXISTING WINDOWS AND DORMER

LOUVERS INCLUDES BUT IS NOT LIMITED

TO THE FOLLOWING:

1. REMOVE ALL NAILS, SCREWS AND

ANY OTHER FASTENERS NOT PART OF

ORIGINAL WINDOW OR OUVER DESIGN

2. REMOVE ALL TRIM, ANGLES,

AND/OR PLATES NOT PART OF ORIGINAL

WINDOW OR LOUVER DESIGN

3. REMOVE ALL WINDOW SCREENS

4. REMOVE AND REPLACE BROKEN

GLASS (WHERE OCCURS)

5. REMOVE LOOSE FLAKING PAINT ON

INTERIOR AND EXTERIOR BY HAND

SANDING

6. REMOVE FILMS ON INTERIOR SIDE

OF GLASS (TOILET ROOM WINDOWS)

7. FILL VOIDS, HOLES IN WOOD

WINDOW AND DORMER LOUVER FRAME

AND TRIM AS REQUIRED TO RECEIVE

NEW PAINT.

8. PRIME AND RE-PAINT WINDOW AND

DORMER LOUVER FRAME, MUNTINS AND

TRIMS.

9. PRIME AND RE-PAINT WINDOW

SCREEN FRAME

10. REPLACE TORN AND/OR DAMAGED

SCREN FABRIC

11. CLEAN EXISTING LOUVER SCREENS

AND LOUVER BLADES INSIDE AND OUT

12. TEST FOR PROPER WINDOW

OPERATION INCLUDING LOCKING

MECHANISM

13. REPAIR WINDOW SASH/LOCKING

MECHANISM AS REQUIRED

14. CLEAN EXISTING GLASS INSIDE AND

OUTSIDE

NOTE: WINDOWS WERE REFURBISHED

USING THE SAME PROCESS IN 2013, AND

LEAD PAINT WAS ABATED AT THAT TIME,

ACCORDING TO THE 9/5/2012 DESIGN

DRAWINGS.

BASEMENT RCP

8' - 0"

BASEMENT

0"

FIRST FLOOR

10' - 0"

AB.1 B Z

PAINT CONC FLOOR DECK AND ALL

EXPOSED PIPING ABOVE CEILING

OPENING SEMIGLOSS WHITE

INTERIOR GYP. BD. WALL ON 'Z'

FURRING STUDS - UP TO BOTT

OF FLOOR DECK BETWEEN

CONCRETE WEBS

BUILD 3/4" PLYWOOD ON METAL

STUD BOX - SET TO PROTECT

EXISTING WINDOW AND TRIM PRIOR

TO SEISMIC GUNNITE TREATMENT

WOOD FRAMED PRIVACY

PANEL - ALIGN WITH TOP

SASH OF EXISTING WINDOW

AND TOP OF LOCKERS

WOOD TRIM AT PERIMETER

OF PRIVACY PANEL

BUILD 3/4" PLYWOOD ON METAL

STUD BOX - PAINT INSIDE GLOSS

WHITE - SET TO PROTECT

EXISTING WINDOW AND TRIM

PRIOR TO SEISMIC GUNNITE

TREATMENT

METAL LOCKERS - FASTEN TO WALL

BUILD 3/4" PLYWOOD ON METAL

STUD BOX - PAINT INSIDE

GLOSS WHITE - SET TO

PROTECT EXISTING WINDOW

AND TRIM PRIOR TO SEISMIC

GUNNITE TREATMENT

SEISMIC GUNNITE TREATMENT -

SEE STRUCTURAL

5/8" MR GYPSUM BOARD MOUNTED

ON 'Z' FURRING STUDS

SEISMIC GUNNITE TREATMENT -

STOP BELOW EXISTING WINDOW

TRIM - SEE STRUCTURAL

CONT CONCRETE LOCKER BASE

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

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A-504

MISC 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 LMS

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

1 1/2" = 1'-0"F8 TOILET ROOM WINDOW INFILL

1 1/2" = 1'-0"F5 WINDOW INFILL AT BASEMENT

12" = 1'-0"E5 TYPICAL WINDOW REFINISHING

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

NOTES

FINISH MATERIALS SUCH AS CERAMIC TILE,

WALL COVERINGS, ETC. ARE NOT TYPICALLY

SHOWN AS AN INTEGRAL PART OF THE

ASSEMBLY. REFER TO INTERIOR DRAWINGS

AND / OR FINISH SCHEDULES FOR FINISH

MATERIALS.

PARTITIONS EXTENDING TO DECK ABOVE ARE

INDICATED ON RCP'S.

ALL PENETRATIONS THROUGH ACOUSTICAL

ASSEMBLIES TO BE ACOUSTICALLY SEALED.

FIRE BLOCKING WILL BE INSTALLED IN

ACCORDANCE WITH IBC 717.2, HORIZONTALLY

AT INTERVALS NOT EXCEEDING 10 FEET

1.

2.

3.

4.

A2 WALL TYPE

2-HR/STC 53 - UL-U419

(2) LAYERS STAGGERED 5/8" TYPE 'X'

GWB - FULL HEIGHT TO DECK ABOVE

20 GA METAL STUDS @ 16" O.C. 3

5/8" OR AS REQUIRED TO ALIGN

WITH EXISTING WALL THICKNESS -

FULL HEIGHT TO DECK ABOVE

A1 WALL TYPE

NOT RATED

5/8" TYPE 'X' GWB

[5/8" CEMENT BOARD

AT A1t]

3-5/8" STUDS @16" O.C. HT

AS INDICATED - MIN 6"

ABOVE CEILING GRID

HEIGHT

INTERIOR WALL TYPES

R-11 UNFACED,

FORMALDEHYDE FREE, BATT

INSULATION BETWEEN STUDS

5/8" TYPE 'X' GWB

[5/8" CEMENT

BOARD AT A1t]

SEAL ALL PENETRATIONS WITH

FIRE SEALANT

C1 WALL TYPE

NOT RATED

7/8" HAT CHANNELS @16"

O.C. (VERT OR HORIZ)

5/8" TYPE 'X' GWB

A3 WALL TYPE

STC-53

(2) LAYERS STAGGERED 5/8" TYPE

'X' GWB - DOUBLE LAYER ON

SAME SIDE AS WALL TAG

5/8" TYPE 'X' GWB

20 GA METAL STUDS @ 16" O.C. 3 5/8"

(A3) OR 6" (A6) AS SPECIFIED (ALIGN

WITH EXISTING WALL THICKNESS

WHERE NOTED)

R-11 UNFACED,

FORMALDEHYDE FREE, BATT

INSULATION BETWEEN STUDS

SEAL ALL PENETRATIONS WITH

ACOUSTICAL SEALANT

C3 WALL TYPE

NOT RATED

5/8" TYPE 'X' GWB

EXG WALL

NOT RATED

SHADING INDICATES

EXISTING WALLS TO

REMAIN - WIDTH

VARIES - NOT TAGGED

PATCH HOLES AND

REPAIR DRYWALL

SURFACE AS

REQUIRED AND

REPAINT ENTIRE WALL

BOTH SIDES

A6 SIMILAR - 6" STUDS

3-5/8" STUDS @16" O.C. -

MIN 6" ABOVE CEILING

GRID HEIGHT

C2 WALL TYPE

NOT RATED

1 1/2" 'Z' STUDS @16" O.C.

5/8" TYPE 'X' GWB

E1 WALL TYPE

NOT RATED

STRONGBACK METAL

STUD WALL - SEE

STRUCTURAL - FILL

CAVITY WITH R26 BATT

INSULATION

(2) LAYERS 5/8" TYPE

'X' GWB

E2 WALL TYPE

NOT RATED

1 1/2" 'Z' FURRING @16"

O.C. (VERT OR HORIZ)

5/8" TYPE 'X' GWB

6" SHOTCRETE AT

SEISMICALLY

REPAIRED WALLE1s = 3 5/8" MS WITH

(1) LAYER GWB

1 1/2" MINERAL WOOL

RIGID INSULATION - AT

EXTERIOR WALLS

WHERE OCCURS

C4 WALL TYPE

NOT RATED

(2) LAYERS 5/8" TYPE

'X' GWB

3-5/8" STUDS @16" O.C. -

MIN 6" ABOVE CEILING

GRID HEIGHT

C5 WALL TYPE

1-HOUR UL 1504

5/8" TYPE 'X' GWB

4" CH STUDS @16" O.C. -

TO BOTT. OF DECK ABOVE

1" TYPE 'X' GWB

[20 GA, 4" METAL STUDS @ 16" O.C.

WITH BRICK VENEER AT A24]

A5 WALL TYPE

2-HR/STC 53 - UL-U419

(2) LAYERS STAGGERED 5/8"

TYPE 'X' GWB - FULL HEIGHT

TO DECK ABOVE

20 GA METAL STUDS @ 16"

O.C. - 3 5/8" - FULL HEIGHT

TO DECK ABOVE

R-11 UNFACED,

FORMALDEHYDE FREE, BATT

INSULATION BETWEEN STUDS

SEAL ALL PENETRATIONS WITH

FIRE SEALANT

C6 WALL TYPE

NOT RATED

5/8" CEMENT BOARD

TILE BACKER

3-5/8" STUDS @16" O.C. -

FULL HEIGHT TO DECK

ABOVE

1 1/2" MINERAL WOOL

RIGID INSULATION - AT

EXTERIOR WALLS

WHERE OCCURS

A1t SIMILAR A7 WALL TYPE

NOT RATED

5/8" CEMENT BOARD -

(SAME SIDE AS TILE

FINISH)

3-5/8" STUDS @16"

O.C. HT AS

INDICATED - MIN 6"

ABOVE CEILING GRID

HEIGHT

5/8" TYPE 'X' GWB

A8 WALL TYPE

1-HOUR UL 1504

(2) LAYERS 5/8" TYPE

'X' GWB

5" CH STUDS @16"

O.C. - TO BOTT. OF

ROOF DECK

1" TYPE 'X' GWB

BRICK VENEER TO

MATCH EXT, WITH

VENEER TIES PER

STRUCTURAL

W2W1

WINDOW/RELITE TYPES

W3

3' - 8 1/2" +/-

FI

T

EX

G

OP

G

2'

- 0

MATCH DOOR WIDTH

DOUBLE HUNG TRANSOM

C2 A-601

C2 A-601

GL-2 GL-2

MA

TC

H

EX

G

FI

T

IN

E

XG

O

PE

NI

NG

6'

- 2

FIT EXG OPG

2' - 10" +/-

SEE ELEVATIONS

FOR MUNTIN

PATTERN

SEE ELEVATIONS

FOR MUNTIN

PATTERN

FLOOR LEVEL

W4

PERFORATED

METAL PANEL

IN OAK FRAME

6'

- 0

1/ 2"

PRIVACY PANEL

3'

- 1

2' - 10" +/-

FIT BETWEEN

EXG WINDOW

JAMBS

F6 A-502

F6 A-502

MATCH SASH

HT OF EXG

WINDOW

F1 A-601

F1 A-601

GL-2

6'

- 1

1"

FI

T

IN

E

XG

O

PG

2'

- 0

FIT IN EXG OPG

3' - 0" +/-

BASEMENT WINDOW

SIM

LOUVER TYPES

L1

F1 A-601

F1 A-601

BASEMENT LOUVER

FI

T

IN

E

XG

O

PE

NI

NG

FIT IN EXG OPENING

F6 A-601

F6 A-601

SIM

SIM

SIM SIM

PROVIDE NEW ROLLING WINDOW

SHADES (AS SCHEDULED) AT

EACH W3 WINDOW

PROVIDE NEW ROLLING WINDOW

SHADES (AS SCHEDULED) AT

EACH W1 WINDOW

OAK WINDOW TRIM TO

MATCH EXISTING WINDOWS

EXG EXTERIOR WALL AND

WINDOW OPENING -

PROVIDE LIQUID APPLIED

AVM AT OPENING

PERIMETER

NEW CONC SEISMIC LAYER

WITH FURRING, RIGID

INSULATION, VAPOR

RETARDER, AND TYPE 'X'

GYPSUM BOARD

OAK WINDOW TRIM TO FILL

GAP AT SEISMIC WALL -

FINISH TO MATCH EXISTING

EXISTING LATH AND

PLASTER TO BE REMOVED

PRIOR TO SEISMIC WALL

5 1 /4"

EXTERIOR CEDAR WINDOW

TRIM TO MATCH EXISTING

PROFILE - PAINT

FIBERGLASS CLAD WOOD

DOUBLE HUNG WINDOW TO

MATCH EXISTING HISTORIC

WINDOWS SIZE AND

CONFIGURATION - PROVIDE

MATCHING INSECT SCREEN

REMOVE EXISTING STUD WALL

TO EXPOSE EXISTING ORIGINAL

BRICK VENEER EXTERIOR WALL -

VERIFY WINDOW OPENING IS

STILL INTACT WITH STEEL ANGLE

LINTEL AND STONE SILL - FIELD

MEASURE OPENING FOR

REPLACEMENT WINDOW

OAK WINDOW TRIM TO

MATCH EXISTING WINDOW

TRIM PROFILE

NEW CONC SEISMIC LAYER

WITH FURRING, RIGID

INSULATION, VAPOR

RETARDER, AND TYPE 'X'

GYPSUM BOARD

EXG STONE SILL - PROVIDE

LIQUID APPLIED AVM AT

OPENING PERIMETER - WRAP

OVER PT PLYWOOD BLOCKING

REMOVE EXISTING WOOD

BOOKCASE BUILT INTO

ORIGINAL WINDOW OPENING

IF STONE SILL DOES NOT EXIST,

PROVIDE NEW CONCRETE SILL

TO MATCH EXISTING PROFILE

BENT ALUM SILL DAM - TURN

UP MIN 1/2" INSIDE WINDOW -

SET DRIP IN CONTINUOUS

BEAD OF SEALANT

SEALANT

ORIGINAL WINDOW ELEVATION - INTERIOR (LEFT) - EXTERIOR (RIGHT)

PAINTED OAK

WINDOW STOOL

W/ 1/2" OVERHANG

EXG EXTERIOR WALL AND

WINDOW OPENING -

PROVIDE LIQUID APPLIED

AVM AT OPENING

PERIMETER

NEW CONC SEISMIC LAYER

WITH FURRING, RIGID

INSULATION, VAPOR

RETARDER, AND TYPE 'X'

GYPSUM BOARD

ALUM,INUM FIXED WINDOW

TO MATCH EXISTING

BASEMENT WINDOWS SIZE

AND CONFIGURATION

NEW CONC SEISMIC

LAYER WITH FURRING,

RIGID INSULATION,

VAPOR RETARDER, AND

TYPE 'X' GYPSUM BOARD

EXG STONE

SILL TO

REMAIN

BENT ALUM SILL DAM -

TURN UP MIN 1/2"

INSIDE WINDOW - SET

DRIP IN CONTINUOUS

BEAD OF SEALANT

BASEMENT WINDOW ELEVATION - EXTERIOR

4 1/2"

1 3 /4"

METAL DRIP FLASHING

EXISTING

STONE

BELLEY BAND

FIRST FLR RCP

18' - 0"

FIRST FLOOR

10' - 0"

10.110

WINDOW HEAD

19' - 1 1/2"

9'

- 1

1/ 2"

7'

- 0

E209d

8'

- 0

FACE OF FURRING

1' - 4"

1' - 0 1/2"

4" 1'

- 5

4" 8 3/4" 3 5/8"

HOLLOW METAL

FRAME

INSULATED GLASS

AS SCHEDULED

EXISTING BRICK/

CONC WALL

BACKER ROD

AND SEALANT

HOLLOW METAL

FRAME

DOOR AS

SCHEDULED

2-PIECE

THRESHOLD

CONC PAVERS

ON VARIABLE HT

PEDESTALS

INFILL GAP UNDER

DOOR WITH

CONCRETE AS REQ'D

6" CEILING

CLOSURE

SUSP. ACOUSTIC

CEILING

PAINT BOTT OF CONCRETE

DECK MIN 2' PAST CEILING

OPENING - INCL ALL CONDUIT,

DUCTS, PIPES, ETC

1/2

EXISTING OAK WINDOW TRIM TO BE

REMOVED, SALVAGED, AND REINSTALLED

IN SAME WINDOW

EXG EXTERIOR WALL AND WINDOW

TO REMAIN - PROTECT WINDOW

FROM CONSTRUCTION OPERATIONS

NEW OAK WINDOW TRIM TO FILL GAP AT

SEISMIC WALL - FINISH TO MATCH EXISTING

TYPICAL AT ALL EXISTING WINDOWS WHERE

SEISMIC GUNNITE TREATMENT IS BEING DONE

NEW CONC SEISMIC LAYER WITH

FURRING, RIGID INSULATION, VAPOR

RETARDER, AND TYPE 'X' GYPSUM BOARD

EXISTING LATH AND PLASTER TO BE

REMOVED PRIOR TO SEISMIC WALL

JAMB AND SILL SIMILAR

EXISTING OAK WINDOW TRIM TO BE

REMOVED, SALVAGED, AND REINSTALLED

IN SAME WINDOW

EXG EXTERIOR WALL AND WINDOW

TO REMAIN - PROTECT WINDOW

FROM CONSTRUCTION OPERATIONS

NEW OAK WINDOW TRIM TO FILL GAP AT

SEISMIC WALL - FINISH TO MATCH EXISTING

TYPICAL AT ALL EXISTING WINDOWS WHERE

SEISMIC GUNNITE TREATMENT IS BEING DONE

NEW METAL STUD SEISMIC LAYER WITH

R-25 BATT INSULATION, VAPOR

RETARDER, AND TYPE 'X' GYPSUM BOARD

EXISTING LATH AND PLASTER TO BE

REMOVED PRIOR TO SEISMIC WALL

JAMB AND SILL SIMILAR

ALL EXISTING WOOD FRAMED

WINDOWS AND DORMER LOUVERS ARE

TO BE REFURBISHED. REFURBISHING

OF EXISTING WINDOWS AND DORMER

LOUVERS INCLUDES BUT IS NOT

LIMITED TO THE FOLLOWING:

1. REMOVE ALL NAILS, SCREWS AND

ANY OTHER FASTENERS NOT PART OF

ORIGINAL WINDOW OR OUVER DESIGN

2. REMOVE ALL TRIM, ANGLES,

AND/OR PLATES NOT PART OF

ORIGINAL WINDOW OR LOUVER DESIGN

3. REMOVE ALL WINDOW SCREENS

4. REMOVE AND REPLACE BROKEN

GLASS (WHERE OCCURS)

5. REMOVE LOOSE FLAKING PAINT

ON INTERIOR AND EXTERIOR BY HAND

SANDING

6. REMOVE FILMS ON INTERIOR SIDE

OF GLASS (TOILET ROOM WINDOWS)

7. FILL VOIDS, HOLES IN WOOD

WINDOW AND DORMER LOUVER FRAME

AND TRIM AS REQUIRED TO RECEIVE

NEW PAINT.

8. PRIME AND RE-PAINT WINDOW

AND DORMER LOUVER FRAME,

MUNTINS AND TRIMS.

9. PRIME AND RE-PAINT WINDOW

SCREEN FRAME

10. REPLACE TORN AND/OR

DAMAGED SCREN FABRIC

11. CLEAN EXISTING LOUVER

SCREENS AND LOUVER BLADES INSIDE

AND OUT

12. TEST FOR PROPER WINDOW

OPERATION INCLUDING LOCKING

MECHANISM

13. REPAIR WINDOW SASH/LOCKING

MECHANISM AS REQUIRED

14. CLEAN EXISTING GLASS INSIDE

AND OUTSIDE

15. PROVIDE NEW ROLLING WINDOW

SHADES (AS SCHEDULED) AT EACH

WINDOW

NOTE: WINDOWS WERE REFURBISHED

USING THE SAME PROCESS IN 2013,

AND LEAD PAINT WAS ABATED AT THAT

TIME, ACCORDING TO THE 9/5/2012

DESIGN DRAWINGS.

WINDOW/LOUVER SCOPE

R7

C5 A-602

C5 A-602

1'

- 3

MA

TC

H

TO

P

OF

A

DJ

D

OO

R

TR

IM

6'

- 0

2' - 0"

E5 A-602

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-601

WINDOW TYPES AND DETAILS,

WALL TYPES

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"

LOUVER AND WINDOW TYPES

3" = 1'-0"F5 W1- WINDOW DETAIL

3" = 1'-0"F1 W3- WINDOW DETAIL

1 1/2" = 1'-0"C1 DETAIL AT DOOR E209d

3" = 1'-0"D3 EXG WINDOW W/ EXTENDED TRIM - GUNNITE

3" = 1'-0"D1 EXG WINDOW W/ EXTENDED TRIM STRONGBACK

Revisions: Date:

1/2" = 1'-0"

RELITE TYPES

B C

DOOR TYPES

SEE DOOR SCHEDULE FOR HEAD, JAMB AND SILL

FLOOR LEVEL

EXISTING

WOOD PANEL

DOORS TO BE

SALVAGED

RECESSED

PANELS

6'

- 8

A

6'

- 1

0" F

V

3' - 4 1/4" FV

2' - 8"

6'

- 8

TRANSOM AT

DOOR e209d

9'

- 2

FV

D E

5"

5"

F J

5 5/8" 5 5/8"

5 5 /8"

HG

TEMPERED

GLASS PANEL

RECESSED

PANEL

EXISTING

WIRE GLASS

VISION LITE

5"

5"

5" 5" 5 5/8"5 5/8"

5 5 /8"

3'- 5 5

/8"

SEE DOOR

SCHEDULE FOR

EXG DOOR

SLABS TO BE

REINSTALLED

FRAME TYPES

B4 A-602

B4 A-602

3" 3"

3"

2"

2" 2" 2"1' - 4"

4' - 10"

ALL HM DOOR

FRAMES TO BE

PAINTED PT3 -

ALL SIDES

HOLLOW METAL FRAME

AS SCHEDULED

GLAZING AS

SCHEDULED

CAULK, TYPICAL

BOTH SIDES

WALL ASSEMBLY

AS SCHEDULED

APPLIED GLASS STOP

JAMB SIMILAR

2"

1/2"1/2"

6 1/2"

HOLLOW METAL FRAME

AS SCHEDULED

GLAZING AS

SCHEDULED

APPLIED GLASS STOP

DOOR AS

SCHEDULED

6 1/2"

2"

HOLLOW METAL

FRAME - FILL WITH

FOAM INSULATION

APPLIED GLASS STOP

CONCRETE FLOOR

BACKER ROD

AND SEALANT

SHIM ON SILL SEALER

TEMPERED GLAZING

AS SCHEDULED

FLOOR FINISH AS

SCHEDULED

6 1/2"

HOLLOW

METAL FRAME

DOOR AS

SCHEDULED

2"

CAULK, TYPICAL

BOTH SIDES

1/2"1/2"

WALL TYPE AS

SCHEDULED

JAMB SIMILAR

6 1/2"

OAK DOOR

FRAME

DOOR AS

SCHEDULED

BUILT-UP OAK

TRIM BOTH

SIDES

GLASS PANEL

AS SCHEDULED

3/4

3"

3/4

WALL THICKNESS

OAK DOOR FRAME

WOOD DOOR AS

SCHEDULED

BUILT-UP OAK TRIM

BOTH SIDES

WALL TYPE AS

SCHEDULED

WALL THICKNESS

CAULK, TYP.

OAK FRAMED GLASS

PANEL

BUILT-UP OAK

TRIM BOTH

SIDES

WALL TYPE AS

SCHEDULED

GLASS PANEL

AS SCHEDULED

OAK DOOR FRAME

SALVAGED OAK

PANEL DOOR

BUILT-UP OAK TRIM

TO MATCH EXISTING

WALL TYPE AS

SCHEDULED

CAULK, TYP.

3/4

5 1/2"

HOLLOW

METAL FRAME

DOOR AS

SCHEDULED

CAULK, TYPICAL

BOTH SIDES

WALL TYPE AS

SCHEDULED

1/2

6" 6"

1/2

HOLLOW

METAL FRAME

5 3/4"

HOLLOW METAL

FRAME CENTER ON

WALL - GROUT SOLID

DOOR AS

SCHEDULED

2"

CAULK, TYPICAL

BOTH SIDES

EXG CONC WALL

6 1/2"

2 1 /4"

EXPANSION BOLT

FRAME TO WALL

HOLLOW

METAL FRAME

DOOR AS

SCHEDULED

2"

CAULK, TYPICAL

BOTH SIDES

7/16"7/16"

WALL TYPE AS

SCHEDULED

JAMB SIMILAR

8 3/4"

BUILT UP OAK

FRAME

BUILT-UP OAK

BASE ON METAL

STUDS - FILL WITH

FOAM INSULATION

GLASS PANEL

AS SCHEDULED

3/4

WALL THICKNESS

5 1/2"

CONCRETE FLOOR

BACKER ROD

AND SEALANT

SHIM ON SILL SEALER

FLOOR FINISH AS

SCHEDULED

OAK DOOR FRAME

WOOD DOORS AS

SCHEDULED

BUILT-UP OAK TRIM

BOTH SIDES

WALL TYPE AS

SCHEDULED

WALL THICKNESS

CAULK, TYP.

SLIDING CLOSET

DOOR TRACK

1 1 /2"

3/4

3/4"3 3/4"

OAK DOOR FRAME

WOOD DOORS AS

SCHEDULED

BUILT-UP OAK TRIM

BOTH SIDES

WALL TYPE AS

SCHEDULED

WALL THICKNESS

CAULK, TYP.

RUBBER DOOR

BUMPERS - BOTH SIDES

1 1 /2"

3/4

3/4"3 3/4"

BACKER ROD

AND SEALANT

HM DOOR FRAME

GROUT SOLID

FACE OF EXG BRICK

DOOR AS SCHEDULED

SHIM AS REQUIRED

METAL STUD

BOX HEADER

WALL AS SCHEDULED

4 1/2" RUN VAPOR RETARDER

BEHIND FRAME

BENT METAL FLASHING

A

BACKER ROD

AND SEALANT

HM DOOR FRAME -

EXPANSION BOLT TO EXG

WALL - GROUT SOLID

FACE OF EXG BRICK

DOOR AS SCHEDULED

SHIM AS REQUIRED

DOUBLE STUD

AT JAMBS

WALL AS SCHEDULED

4 1/2"

2 1 /2"

RUN VAPOR RETARDER

BEHIND FRAME

A

HM DOOR FRAME -

EXPANSION BOLT TO EXG

WALL - GROUT SOLID

FACE OF EXG BRICK

DOOR AS SCHEDULED

METAL GRATE LANDING

1/2" MAX

10 1/2"

CENTER LINE

FOR STAIR

POSTS

A

METAL THRESHOLD

1/4

HOLLOW

METAL FRAME

DOOR AS

SCHEDULED

2"

CAULK, TYPICAL

BOTH SIDES

9/16"9/16"

WALL TYPE AS

SCHEDULED

JAMB SIMILAR

7 1/4"

STAINLESS STEEL 'Z' CLIP (24"

LONG) FASTENED TO BACK OF

DOOR 18" O.C. - PROVIDE AT TOP

AND BOTTOM OF EACH DOOR.

STAINLESS STEEL 'Z' CLIP (24"

LONG) FASTENED TO WALL

ALIGNED WITH DOOR 'Z' CLIP -

FASTEN TO STUDS IN WALL AT

16" O.C. - PROVIDE AT TOP AND

BOTTOM AT EACH DOOR.

SALVAGED HISTORIC

DOOR AS SCHEDULED

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-

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A-602

DOOR SCHEDULE

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

DOOR AND FRAME SCHEDULE

NUM

DOORS FRAMES

HARDWARE

GROUP REMARKSTYPE

MAT

L FINISH

GLASS

TYPE

SIZE

TYPE MATL FINISH HEAD JAMB SILLWIDTH HEIGHT

BASEMENT

101 G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

107 F WD STN - 36" 84" 1 HM PNT B4/A602 B4/A602 - EXG INSTALL EXG DOOR SLAB D120 WITH EXG HARDWARE IN NEW

FRAME

108 EXG WD PNT - 42" 80" EXG WD PNT EXG EXG EXG EXG EXISTING DOOR AND FRAME TO REMAIN, STRIP PAINT AND

REFINISH DOOR AND FRAME

112 F HM PNT - 24" 80" 1 HM PNT F5/A602 SIM F5/A602 - HW-5

113 G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

114 G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

114a F - PNT - 36" 84" 1 HM PNT C3/A602 C3/A602 - HW-5 115 EE WD STN - 60" 80" 1 WD STN B3/A602 B3/A602 - HW-10D INSTALL EXG DOOR SLABS WITH NEW HARDWARE IN NEW

FRAME

116 C WD STN - 42" 84" 1 HM PNT F4/A602 F4/A602 - HW-5

117 FF HM PNT - 60" 84" 1 HM PNT B4/A602 B4/A602 - HW-10C

118 C WD STN - 36" 84" 1 HM PNT B4/A602 B4/A602 - HW-3

120 C WD STN - 36" 84" 1 HM PNT B4/A602 B4/A602 - HW-3

121b F HM PNT - 72" 58" 1 HM PNT F6/A603 SIM F6/A603 E1/A603 SIM HW-E8 COORDINATE EXACT LOCATION FOR BEST ACCESS TO

ELEVATORE EQUIPMENT

122 EXG WD PNT - 42" 80" EXG WD PNT EXG EXG EXG EXG EXISTING DOOR AND FRAME TO REMAIN, STRIP PAINT AND

REFINISH DOOR AND FRAME

E100 H ALUM MILL GL1 38" 95" CW-1 ALUM MILL F1/A603 E1/A603 E1/A603 HW-E9

E101 J HM 44" 84" PNT D1/A-602 D1/A-602 - HW-6

E101a F HM PNT GL1 36" 84" 2 HM PNT D1/A-602 D1/A-602 - HW-5 E102a J WD STN GS1 36" 84" 1 HM PNT D2/A602 SIM E2/A602 SIM - HW-6 E102b J HM MILL GL1 44" 96" 1 HM PNT E3/A603 F6/A603 E1/A603 SIM HW-E4

FIRST FLOOR

201 C WD STN - 36" 84" 1 HM PNT B4/A602 B4/A602 - HW-1E

202 C WD STN - 36" 84" 1 HM PNT B4/A602 B4/A602 - HW-1E

203 C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

203a C WD STN - 36" 84" 1 HM PNT B5/A602 B5/A602 - HW-3 203b C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 203c EE WD STN - 60" 80" 1 WD STN B1/A602 C1/A602 - HW-10S INSTALL EXG DOOR SLABS WITH NEW HARDWARE IN NEW

FRAME

204 C WD STN GL1 36" 84" 1 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

205 C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

206 C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

206a C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

207 C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

207a C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 207b C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 207c EE WD STN - 60" 80" 1 WD STN B1/A602 C1/A602 - HW-10S INSTALL EXG DOOR SLABS WITH NEW HARDWARE IN NEW

FRAME

208 C WD STN - 36" 84" 1 HM PNT F4/A602 F4/A602 - HW-5

209a C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 209b C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 209c F WD STN - 48" 84" 1 HM PNT B4/A602 B4/A602 - EXG INSTALL EXG DOOR SLAB WITH EXG HARDWARE IN NEW FRAME

210 C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

211 C WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

212 EXG WD STN - 30" 80" EXG HM PNT EXG EXG - EXG EXISTING DOOR TO REMAIN - STRIP AND REFINISH

E201 J HM PNT EXG 44" 84" 1 HM PNT D1/A-602 D1/A-602 - HW-6 STRIP PAINT FROM DOOR AND REPAINT AS SPECIFIED E201a F HM PNT - 36" 84" 1 HM PNT D1/A-602 D1/A-602 - HW-5 E201b EXG WD PNT EXG 42" 87" EXG WD PNT EXG EXG EXG EXG EXISTING DOOR AND FRAME TO REMAIN, STRIP PAINT AND

REFINISH DOOR AND FRAME

E201c EXG ALUM MILL EXG 36" 80" EXG ALUM MILL EXG EXG EXG EXG EXISTING DOOR AND FRAME TO REMAIN - INCLUDNG TRANSOM

AND SIDELITES

E202 J WD STN GL1 36" 84" 1 HM PNT F6/A603 F6/A603 - HW-6

E209a EE WD STN - 60" 80" 1 WD STN B3/A602 B3/A602 - HW-10D INSTALL EXG DOOR SLABS WITH NEW HARDWARE IN NEW

FRAME

E209d A WD PNT EXG 41" 84" 1 WD PNT F9/A503 F9/A503 F9/A503 HW-E4 STRIP PAINT FROM DOOR AND REPAINT AS SPECIFIED - INSTALL

NEW TRANSOM TO MATCH SOUTH PORCH

SECOND FLOOR

301 C WD STN - 36" 84" 1 HM PNT B4/A602 B4/A602 - HW-1E

302 C WD STN - 36" 84" 1 HM PNT B4/A602 B4/A602 - HW-1E

303b G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

304 G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

304a G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 304b G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 304c F WD STN - 36" 84" 1 HM PNT B5/A602 B5/A602 - HW-5

305 G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

306 G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

307 G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

308 G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

308a G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 308b G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 308c G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 308e G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3 308f C WD STN - 36" 84" 1 HM PNT B5/A602 B5/A602 - HW-5 308g C WD STN - 36" 84" 1 HM PNT B5/A602 B5/A602 - HW-5

309 G WD STN GL1 36" 84" 2 WD STN B5, C5/A602 B5, C5, D5/A-602 E5/A602 HW-3

E301 J HM STN - 44" 84" 1 HM PNT D1/A-602 D1/A-602 - HW-6

3" = 1'-0"C4 HOLLOW METAL INT. SIDELITE HEAD

3" = 1'-0"D4 HOLLOW METAL INT. SIDELITE/DOOR

3" = 1'-0"E4 HOLLOW METAL SIDELITE SILL

3" = 1'-0"B4 INT DOOR HEAD

3" = 1'-0"D5 WOOD DOOR / SIDELITE

3" = 1'-0"B5 WOOD DOOR HEAD/JAMB

3" = 1'-0"C5 WOOD SIDELITE HEAD/JAMB

3" = 1'-0"B3 INT WOOD CHASE DOOR HEAD/JAMB

3" = 1'-0"F5 UTILITY ROOM DOOR JAMBS

3" = 1'-0"C3 INT DOOR HEAD/JAMB

3" = 1'-0"F4 INT DOOR HEADJAMB 6" WALL

3" = 1'-0"E5 WOOD SIDELITE 10" SILL

3" = 1'-0"B1 SLIDING WOOD DOOR HEAD

3" = 1'-0"C1 SLIDING WOOD DOOR JAMB

3" = 1'-0"D2 EXIT DOOR HEAD

3" = 1'-0"E2 EXIT DOOR JAMB

3" = 1'-0"F2 EXIT DOOR SILL

3" = 1'-0"D1 INT DOOR HEAD - RATED

3" = 1'-0"F1 DOOR HANGING DETAIL

ALUMINUM STOREFRONT SYSTEM

WITH SHEAR BLOCK

GLASS AS SCHEDULE

2 1 /2"

1"

6"

2 1 /2"

1/2"

CHAMFER AT EDGE

ALUMINUM STOREFRONT SYSTEM

WITH SHEAR BLOCK

CONCRETE SLAB

GLASS AS SCHEDULE

SLOPE WALK 1.8%

AWAY FROM BUILDING

1/4

1/2

1/2" EXPANSON JOINT

WITH FIBEROUS FILLER

1/

2"

TWO-PIECE THERMAL

BREAK THRESHOLD SET IN

CONT. BEAD OF SEALANT

ALUMINUM CURTAIN WALL DOOR

WITH WEATHER STRIP DOOR

BOTTOM AND INTEGRAL DRIP

CONT. WEATHER STRIP

AT DOOR PERIMETER

2'

- 0

JAMB / HEAD SIMILAR

ANCHOR EACH SIDE OF

VERTICAL MEMBERS TO

FLOOR STRUCTURE PER

MANUF REQUIREMENTS

6"

2 1 /2"

2 1 /2"

F V

BACKER ROD AND SEALANT

ALUMINUM STOREFRONT SYSTEM

WITH SHEAR BLOCK

3"x1 1/2"x1/8" CONT ALUMINUM

ANGLE CLOSURE PLATE - FINISH

TO MATCH CURTAIN WALL - EPOXY

BOLT TO BRICK AT 16" O.C. VERT.

FACE OF EXG BRICK

SEISMIC JOINT FILLER WITH

ALUM COVER PLATE TO

MATCH CURTAIN WALL

GLASS AS SCHEDULED

XPS RIGID INSUL. CUT TO FILL GAP

CONT FOAM SEAL MEMBRANE, LOOP

INTO CAVITY AND BEHIND ANGLE

FOR TIGHT FIT

1/2"

1/2

2 1 /2"

6"

BACKER ROD AND SEALANT

ALUMINUM CURTAINWALL SYSTEM

WITH SHEAR BLOCK

SHIM AS REQUIRED

CONCRETE SLAB

GLASS AS SCHEDULE

1/2

" SLOPE WALK 1.8%

AWAY FROM BUILDING

6"

2 1 /2"

1"

SEISMIC OINT FILLER

ALUMINUM STOREFRONT SYSTEM

WITH SHEAR BLOCK

3"x1 1/2"x1/8" CONT ALUMINUM

ANGLE CLOSURE PLATE - FINISH

TO MATCH CURTAIN WALL - EPOXY

BOLT TO BRICK AT 16" O.C. VERT.

FACE OF EXG BRICK

GLASS AS SCHEDULED

XPS RIGID INSUL. CUT TO FILL GAP

CONT. FOAM SEAL MEMBRANE -

BEHIND ANGLE FOR TIGHT FIT

BACKER ROD AND SEALANT

ALUMINUM STOREFRONT SYSTEM

WITH SHEAR BLOCK - SET ON

CONT. SILL SEAL MEMBRANE

SILL DAM FLASHING WITH

TURNED UP END DAMS

GLASS AS SCHEDULE

SLOPE GRADE AWAY

FROM BUILDING

1/2

2 1 /2"

6"

6" M

IN

BACKER ROD AND SEALANT

4"

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"

4'

- 4

1/ 2"

3'

- 7

1/ 2"

2'

- 0

3'

- 6

4'

- 6

3'

- 0

3'

- 6

5'

- 0

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

GL-1 UON

3" SEISMIC JOINT

COVER

F1

A-603

36" DEEP SUN SHADE

FOR CURTAIN WALL

WITH ROUNDED

OUTRIGGERS AND

ARCHED BLADES

C3

A-603

D3

A-603B1

A-603

B3

A-603

F3

A-603

SIM

C3

A-603

D3

A-603

B1

A-603

B3

A-603

B3

A-603

B3

A-603

E1

A-603

C9

A-502

1" SEISMIC JOINT

COVER

A-301

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

BASEMENT

0"

FIRST FLOOR

10' - 0"

3'

- 6

4'

- 6

2'

- 0

3'

- 6

4'

- 6

3'

- 0

3'

- 6

5'

- 0

2' - 0" 6' - 3" 1' - 11 11/16"

GL-1 UON

SEISMIC JOINT FILLER

WITH ALUMINUM

COVER - FV FIT

C9

A-502

B1

A-603

D3

A-603 C3

A-603

B3

A-603

B3

A-603

B3

A-603

B3

A-603

F3

A-603

D3

A-603 C3

A-603

C5

A-502

1" SEISMIC JOINT

FILLER WITH

ALUMINUM COVER

SCUPPER AND

DOWNSPOUT - ALIGN

CENTER WITH CENTER

OF VERTICAL CURTAIN

WALL MULLION

C7

A-301

SECOND FLOOR

21' - 0"

BASEMENT RCP

8' - 0"

FIRST FLR RCP

18' - 0"

BASEMENT

0"

FIRST FLOOR

10' - 0"

SECOND FLR RCP

29' - 4"

F4

A-310

F8

A-603

F6

A-603

F8

A-603

D3

A-603

D3

A-603

E3

A-603

E102b

E1

A-603

SIM

BACKER ROD AND SEALANT

ALUMINUM STOREFRONT SYSTEM

WITH SHEAR BLOCK

FACE OF BRICK

GLASS AS SCHEDULED

SHIM AS REQUIRED

TRIPLE KING STUD AT JAMBS

6"

2 1/2"1/2"

LIQUID APPLIED AIR/VAPOR

MEMBRANE - SEAL GYP BD

EDGES AND ENDS

BACKER ROD AND SEALANT

WALL AS SCHEDULED

2 1/2" LOOSE LAID EPS RIGID

INSULATION IN CAVITY

BRICK TIES PER STRUCTURAL

5 1 /2"

6"

BACKER ROD AND SEALANT

ALUMINUM STOREFRONT SYSTEM

WITH SHEAR BLOCK

SHIM AS REQUIRED

GLASS AS SCHEDULE

HM DOOR FRAME - GROUT SOLID

FACE OF BRICK

DOOR AS SCHEDULED

2"

5 1/2"

5 3/4"

BENT METAL PLATE OVER PT

WOOD BLOCKING - PAINT TO

MATCH DOOR FRAME

FACE OF GYP BD INT WALL

BENT METAL FLASHING AND

DRIP - PAINT TO MATCH DOOR

FRAME - SEPARATE DIFFERING

METALS AS SPECIFIED4"

2 1 /2"

BACKER ROD AND SEALANT

HM DOOR FRAME - GROUT SOLID

FACE OF BRICK

DOOR AS SCHEDULED

SHIM AS REQUIRED

TRIPLE KING STUD AT JAMBS

6 5 /8"

LIQUID APPLIED AIR/VAPOR

MEMBRANE - SEAL GYP BD

EDGES AND ENDS

BACKER ROD AND SEALANT

WALL AS SCHEDULED

2 1/2" LOOSE LAID EPS RIGID

INSULATION IN CAVITY

BRICK TIES PER STRUCTURAL

5 1 /2"

2 1/2"

ALUMINUM STOREFRONT

SYSTEM WITH SHEAR BLOCK

GLASS AS SCHEDULE

2 1 /2"

FLOOR SLAB WITH STEEL

EDGE ANGLE

ANCHOR EACH SIDE OF

HORIZONTAL MEMBERS TO

FLOOR STRUCTURE PER

MANUF REQUIREMENTS

1"

ALUMINUM STOREFRONT SYSTEM

WITH SHEAR BLOCK

GLASS AS SCHEDULE

2 1 /2"

1"

FLOOR SLAB WHERE OCCURS

ANCHOR EACH SIDE OF

VERTICAL MEMBERS TO

FLOOR STRUCTURE PER

MANUF REQUIREMENTS

ATTIC FLOOR

31' - 6"

1 1/2" X 24" X 120" METAL PANEL

BENT ALUM FLASHING

FINISHED TO MATCH BRICK

STARTER CLIP BY PANEL MANUF.

LIQUID APPLIED AIR VAPOR

MEMBRANE - WRAP DOWN OVER

FLASHING LEG

GYPSUM GLASS FIBER

SHEATHING

FILL CAVITY WITH RIGID

EPS INSULATION

ALUMINUM CURTAIN WALL

SYSTEM WITH SHEAR BLOCK

WRAP GWB

WALL AS SCHEDULED

BASEMENT RCP

8' - 0"

36" DEEP SUN SHADE FOR CURTAIN

WALL WITH ROUNDED OUTRIGGERS

AND ARCHED BLADES

3' - 0"

4"

MOUNT OUTRIGGERS TO VERTICAL MULLIONS

PER MANUFACTURERS REQUIREMENTS

ALUMINUM CURTAIN WALL

SYSTEM WITH SHEAR BLOCK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 -

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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\R

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IT

\R

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BU

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/6 /2

6:

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PM

A-603

CURTAIN WALL 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

Revisions: Date:

3" = 1'-0"E1 CURTAIN WALL DOOR DETAIL

3" = 1'-0"B1 CURTAIN WALL JAMB 1st & 2nd FLR

3" = 1'-0"E4 CURTAIN WALL SILL AT WALK

3" = 1'-0"B3 CURTAIN WALL JAMB BASEMENT

3" = 1'-0"F3 CURTAIN WALL SILL AT GRADE

1/2" = 1'-0"E9 CW-1 - CURTAIN WALL 1

1/2" = 1'-0"E7 CW-2 - CURTAIN WALL 2

1/2" = 1'-0"E5 CW-3 - CURTAIN WALL 3

3" = 1'-0"F8 CURTAIN WALL JAMB STAIR

3" = 1'-0"E3 CURTAIN WALL SILL AT STAIR

3" = 1'-0"F6 DOOR JAMB STAIR

3" = 1'-0"C3 CURTAIN WALL MULLION HORIZ ANCHOR

3" = 1'-0"D3 CURTAIN WALL MULLION VERT ANCHOR

1 1/2" = 1'-0"F4 CURTAIN WALL HEAD AT STAIR TOWER

1 1/2" = 1'-0"F1 SUNSHADE AT ENTRY

.6 m m

D R

YW

AL

L

SE

TB

AC

K

/3 2"

.2 m m

3"

R1/4" [R6.4mm]

ACROVYN 4000 COVER

(24U002xxx)

1 LAYER OF

5/8" G.W.B.

(BY OTHERS)

FEATHERED

JOINT

ALUMINUM RETAINER

(24A155000)

1 HR. FIRE BARRIER

#6 X 1 5/8" BUGLE HD SMS

STEEL STUD

(BY OTHERS)

FIRE STOP SEALANT

STEEL STUD

(BY OTHERS)

2 LAYERS 5/8" G.W.B.

(BY OTHERS)

FEATHERED

JOINT

ALUMINUM RETAINER

(24A155000)

R1/4" [R6.4mm]

ACROVYN 4000 COVER

(24U002xxx)

1 HR. FIRE BARRIER

#6 X 1 5/8" BUGLE HD SMS

.2 m m

3"

3 1 /8"

ANNODIZED ALUMINUM WALL

BASE SET IN 2 CONT BEADS OF

ADHESIVE SEALANT - SCHLUTER

DESIGNBASE-SL OR EQUAL

RUBBER GASKET

BY BASE MANUF.

4'

- 4

1'

- 0

4" 1/2

1" 4"

5'

- 9

1/ 2"

CT1 FIELD TILE -

HT AS INDICATED

ON ELEVATIONS

1/2 HALF ROUND

METALLIC TILE

TRIM - (TOP OF

WAINSCOT WHERE

OCCURS)

CT1 - ONE ROW

CT2 - 12x12

ACCENT TILE

CT1 - 13 ROWS

METAL COVE

BASE - SCHLUTER

DILEX-PHK

MOSAIC C.T. FLOOR

METAL COVE BASE -

SCHLUTER DILEX-PHK

THINSET TILE FINISH

LIQUID APPLIED

WATERPROOFING MEMBRANE

1/4" CEMENT BOARD

WALL FRAMING STUDS

1/2" MARINE GRADE PLYWOOD

(AT WALL WITH SHOWER SEAT

ONLY) - VERIFY 60" CLEAR

PRIOR TO INSTALLATION

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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N

\R

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IT

\R

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SE

BU

R

G

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C H

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6:

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PM

A-604

ROOM FINISH & EQUIPMENT

SCHEDULES

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

ROOM FINISH SCHEDULE

Level RM NUM ROOM NAME FLOOR BASE

WALLS

CEILING COMMENTS / NOTESNORTH EAST SOUTH WEST

BASEMENT BA101 EMS AO CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

BASEMENT BA102 EMS SUPPORT LVT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

BASEMENT BA103 VEST W LVT RB GWB/PNT3 GWB/PNT3 GWB/PNT3 CMT/CT EXP/PNT

BASEMENT BA104 LOCKER W CT4 ALUM GWB/PNT GWB/PNT GWB/PNT GWB/PNT EXP/PNT

BASEMENT BA105 TOILET W CT4 ALUM GWB/PNT/CT GWB/PNT/CT GWB/PNT/CT GWB/PNT/CT EXP/PNT

BASEMENT BA106 SHOWER W CT4 ALUM CMT/CT CMT/CT CMT/CT CMT/CT EXP/PNT

BASEMENT BA107 UNIFORMS LVT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT PNT

BASEMENT BA108 EMS STORAGE CONC/SLR - CONC/PNT CONC/PNT CONC/PNT CONC/PNT EXP/PNT

BASEMENT BA109 VEST M LVT RB GWB/PNT3 GWB/PNT3 GWB/PNT3 CMT/CT EXP/PNT

BASEMENT BA110 TOILET M CT4 ALUM GWB/PNT/CT GWB/PNT/CT GWB/PNT/CT GWB/PNT/CT EXP/PNT SEE DETAIL D3 THIS SHEET FOR WALL TILE PATTERN BASEMENT BA110a SHOWER M1 CT4 ALUM CMT/CT CMT/CT CMT/CT CMT/CT EXP/PNT SEE DETAIL D3 THIS SHEET FOR WALL TILE PATTERN BASEMENT BA110b SHWR M2 CT4 ALUM CMT/CT CMT/CT CMT/CT CMT/CT EXP/PNT SEE DETAIL D3 THIS SHEET FOR WALL TILE PATTERN BASEMENT BA111 LOCKER M CT4 ALUM GWB/PNT GWB/PNT GWB/PNT GWB/PNT EXP/PNT SEE DETAIL D3 THIS SHEET FOR WALL TILE PATTERN

BASEMENT BA112 UTIL CONC/SLR - GWB/PNT GWB/PNT CONC/PNT CONC/PNT EXP/PNT

BASEMENT BA113 EMS CHIEF CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

BASEMENT BA114 EMS ASST CHIEF CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

BASEMENT BA115 BREAK ROOM LVT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT2 EXP/PNT

BASEMENT BA116 HAC CONC/SLR CTB GWB/PNT GWB/PNT GWB/PNT/CT GWB/PNT/CT EXP/PNT 5'-0" HIGH CT WAINSCOT (2) WALLS BASEMENT BA117 LG EQPT STORAGE CONC/SLR - GWB/PNT GWB/PNT GWB/PNT GWB/PNT EXP/PNT

BASEMENT BA118 EMS SUPER CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

BASEMENT BA119 EMS INT DESIGNER LVT RB GWB/PNT GWB/PNT - GWB/PNT ACT

BASEMENT BA120 EMS TRAINING SUPER CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

BASEMENT BA121 MACH ROOM CONC/SLR - GWB/PNT GWB/PNT GWB/PNT GWB/PNT GWB/PNT

BASEMENT BA122 ELECT CONC/SLR - CONC/PNT CONC/PNT CONC/PNT CONC/PNT EXP/PNT

BASEMENT E100 ELEV. LVT - GWB/PNT GWB/PNT GWB/PNT GWB/PNT EXP/PNT

BASEMENT E100 ELEV LOBBY WOM ALUM BRICK ALUM/GLS EXG ALUM/GLS EXP/PNT

BASEMENT E101 CORR LVT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT VARIES LWC WHERE SHOWN ON PLAN, SEE FINISH PLAN FOR PT4

ACCENT WALLS

BASEMENT E102 STAIR 1 WOM RB RB BRICK GWB/PNT GWB/PNT EXP/PNT

FIRST FLOOR 1A201 TOILET W CT4 CTB GWB/PNT/CT GWB/PNT/CT GWB/PNT GWB/PNT/CT GWB/PNT SEE DETAIL D3 THIS SHEET FOR WALL TILE PATTERN FIRST FLOOR 1A202 TOILET M CT4 CTB GWB/PNT/CT GWB/PNT/CT GWB/PNT GWB/PNT/CT GWB/PNT SEE DETAIL D3 THIS SHEET FOR WALL TILE PATTERN

FIRST FLOOR 1A203 UNION CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

FIRST FLOOR 1A203A UN OFFC CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

FIRST FLOOR 1A203B UN OFFC CPTT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT ACT

FIRST FLOOR 1A203C STOR LVT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT GWB/PNT

FIRST FLOOR 1A204 FLEET CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

FIRST FLOOR 1A205 VISN 1 CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

FIRST FLOOR 1A206 BILLING CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

FIRST FLOOR 1A206A REVENUE MGR CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

FIRST FLOOR 1A207 FS SUPPORT CPTT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT ACT

FIRST FLOOR 1A207A FISCAL SERV AUDITOR CPTT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT ACT FIRST FLOOR 1A207B FISCAL SERV. AUDITOR CPTT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT ACT

FIRST FLOOR 1A207C FS STOR LVT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT GWB/PNT

FIRST FLOOR 1A208 HAC CONC/SLR RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT GWB/PNT

FIRST FLOOR 1A209 HBPC SUPPORT CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

FIRST FLOOR 1A209A HBPC CHIEF CPTT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT2 ACT

FIRST FLOOR 1A209B HBPC DIRECTOR CPTT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT2 ACT

FIRST FLOOR 1A209C HBPC CLEAN STOR LVT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT ACT

FIRST FLOOR 1A210 FS CHIEF CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

FIRST FLOOR 1A211 FS ASST CHIEF CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

FIRST FLOOR 1A212 IT EXG - EXG/PNT EXG/PNT EXG/PNT EXG/PNT EXP/PNT

FIRST FLOOR E200 ELEV LOBBY CONC/SLR ALUM BRICK ALUM/GLS EXG ALUM/GLS EXP/PNT

FIRST FLOOR E201 CORR LVT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT VARIES LWC WHERE SHOWN ON PLAN, SEE FINISH PLAN FOR PT4

ACCENT WALLS

FIRST FLOOR E202 STAIR CONC/SLR ALUM GWB/PNT BRICK GWB/PNT GWB/PNT EXP/PNT

SECOND FLOOR 2A301 TOILET W CT4 ALUM GWB/PNT/CT GWB/PNT/CT GWB/PNT GWB/PNT/CT GWB/PNT SEE DETAIL D3 THIS SHEET FOR WALL TILE PATTERN SECOND FLOOR 2A302 TOILET M CT4 ALUM GWB/PNT/CT GWB/PNT/CT GWB/PNT GWB/PNT/CT GWB/PNT SEE DETAIL D3 THIS SHEET FOR WALL TILE PATTERN SECOND FLOOR 2A303 SHARED CONF/TRAIN CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT LWC SECOND FLOOR 2A304 LOGISTICS SUPPORT CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

SECOND FLOOR 2A304A LOG ASST CHIEF CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

SECOND FLOOR 2A304B LOG CHIEF CPTT RB GWB/PNT GWB/PNT2 GWB/PNT GWB/PNT ACT

SECOND FLOOR 2A304C LOG SUPPLY LVT RB GWB/PNT GWB/PNT EXG/PNT GWB/PNT ACT

SECOND FLOOR 2A305 LOG SUPERVISOR CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

SECOND FLOOR 2A306 LOG SUPERVISOR CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

SECOND FLOOR 2A307 FLEX SPACE CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

SECOND FLOOR 2A308 HR SUPPORT CPTT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT ACT

SECOND FLOOR 2A308A P.I.V. CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

SECOND FLOOR 2A308B HR SUPERVISOR CPTT RB GWB/PNT2 GWB/PNT GWB/PNT GWB/PNT ACT

SECOND FLOOR 2A308C HR DIRECTOR CPTT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT2 ACT

SECOND FLOOR 2A308D HR WORK STATIONS CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

SECOND FLOOR 2A308E HR CHIEF CPTT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT2 ACT

SECOND FLOOR 2A308F HR RECORDS LVT RB GWB/PNT GWB/PNT EXG/PNT GWB/PNT ACT

SECOND FLOOR 2A308G HR COPY/ SUPPLY LVT RB GWB/PNT GWB/PNT EXG/PNT GWB/PNT ACT

SECOND FLOOR 2A309 CALL CENTER CPTT RB GWB/PNT GWB/PNT GWB/PNT2 GWB/PNT ACT

SECOND FLOOR E300 ELEV LOBBY CONC/SLR ALUM BRICK ALUM/GLS EXG ALUM/GLS EXP/PNT

SECOND FLOOR E301 CORR LVT RB GWB/PNT GWB/PNT GWB/PNT GWB/PNT VARIES LWC WHERE SHOWN ON PLAN, SEE FINISH PLAN FOR PT4

ACCENT WALLS

SECOND FLOOR E302 STAIR CONC/SLR RB GWB/PNT BRICK GWB/PNT GWB/PNT EXP/PNT

12" = 1'-0"F1 FS-20RN 1HR/2HR - Sectional View

12" = 1'-0"D6 ALUMINUM WALL BASE

1" = 1'-0"D3 TYPICAL TILE PATTERN ELEVATION

12" = 1'-0"C6 COVE BASE DETAIL

Revisions: Date:

SPECIALITY EQUIPMENT SCHEDULE C/C

JSN NAME QTY ACQ/INST MANUFACTURER MODEL REMARKS

A1030 METAL LOCKERS 30 C / C LYON DOUBLE TIER

A1085 STAINLESS STEEL FRAMED MIRROR 12 C / C BOBRICK 24" X 42"

A5030 FOLDING SHOWER SEAT, TEAK, RECTANGULAR 30" 4 C / C Teakworks4u TBF-300160W MOUNT ON BLOCKING IN WALL TO HOLD MIN 350 # DOWNWARD FORCE A5036 FOLDING SHOWER SEAT, TEAK, RECTANGULAR 36" 1 C / C Teakworks4u TBF-360160W MOUNT ON BLOCKING IN WALL TO HOLD MIN 350 # DOWNWARD FORCE

A5075 AUTOMATIC WALL MOUNTED LIQUID SOAP DISPENSER 10 C / C GP ENMOTION 52060KB

A5080 RECESSED PAPER TOWEL DISPENSER / WASTE DISPOSAL UNIT 4 C / C Bobrick Washrom Equipment, Inc. B-38030 A5081 RECESSED WASTE PAPER DISPOSAL 1 C / C Bobrick Washroom Equipment, Inc. B-35633 A5082 8” RECESSED AUTOMATED TOUCHLESS PAPER TOWEL DISPENSER 4 C / C GP ENMOTION 59466A

A5090 SANITARY DISPOSAL 7 C / C BOBRICK B-270

A5109 12 C / C A5135 STAINLESS STEEL MOP RACK WITH 4 HOLDERS 2 C / C Eagle Group 24' - 321561 A5170 STRAIGHT SHOWER CURTAIN, ROD, AND HOOKS 5 C / C BOBRICK B-6107, 204-3 (Curtain), 204-1…