Attachment 04 - EHRM Madison - Drawings - Building 01 - Part 3.pdf

25 GA MIN MTL

TRACK

CLIP ANGLE

1" X 20 GA MTL STRAP AT 3'-6"

O.C., EACH SIDE

25 GA MIN MTL TRACK AT

FLOOR

DOUBLE 20 GA MTL STUDS AT

BOTH JAMBS

TYPE A

CONT16 GA 6" WIDE

MTL BACK-UP

STRAP

M O

U N

T

IN

G H

E

IG

H T

S R

E F

T Y

P

IC

A L

TYPE B

20 GA MTL RUNNER

TRACK - CLIP

FLANGES TO FIT

OVER STUDS

6" MIN, DEEPER

IF REQUIRED

M O

U N

T

IN

G H

E

IG

H T

S R

E F

T Y

P

IC

A L

TYPE C

M O

U N

T

IN

G H

E

IG

H T

S R

E F

T Y

P

IC

A L

8" MIN, DEEPER

IF REQUIRED

MIN 20 GA MTL STUDS

FACING OPPOSITE

DIRECTIONS TO ALLOW

MOUNTING PLATE

ATTACHMENT

14 GA STL RUNNER

TRACK-CLIP FLANGES

AND FOLD WEB TO FORM

ATTACHMENT FLANGE

PROVIDE DIAGONAL BRACING (AT 45° TYP) OF

TOP TRACK AT 48" OC MAX BETWEEN FULL

HEIGHT STUDS

DOOR

OPENING

DOOR

OPENING

DOUBLE DOOR OPENING

BELOW CEILING

OPENING

LARGE BELOW CEILING

OPENING

ABOVE CEILING OPENING

LARGE ABOVE CEILING

OPENING

MOUNTING DETAIL

TYPE B

DOUBLE STUDS

DOUBLE

STUDS

DOUBLE STUDS DOUBLE STUDS

DOUBLE STUDS

4' - 6" MAX 8' - 6" MAX 4' - 6" MAX 8' - 6" MAX

ALL STUDS ARE TO BE 20 GAUGE

IF GREATER THAN 8' - 6"

8' - 6" MAX 8' - 6" MAX

4' - 6" MAX

25 GA MIN BOTTOM TRACK (TYP)

FLOOR LINE

20 GA MTL TOP TRACK

(TYP UNO)

CEILING LINE

UNDERSIDE OF SLAB, FLOOR OR

ROOF DECK

2" WIDE 20 GA METAL

STRAP

OPENING ABOVE CEILING WHICH

INTERRUPTS LOWER OPENING JAMB

STUDS

STONE VENEER WALLS

16 GA MIN STUDS AT 20 GA MIN STUDS AT

WALL MOUNTED

ARCHITECTURAL

CABINETS/MILLWORK/

ATTACHED SHELVING

DOOR

OPENING

E8 01A-511

E8 01A-511

F8 01A-511

F8 01A-511

D8 01A-511

D8 01A-511

E8 01A-511

E8 01A-511

F8 01A-511

C8 01A-511

C8 01A-511

C8 01A-511

C8 01A-511

C8 01A-511

C8 01A-511

B8 01A-511

E8 01A-511

SEE: (D4/01A-511)

NOTES:

1. ALL STUDS ARE SPACED 16"

OC MAXIMUM.

2. ALL STUDS SHALL BE "C"

STUDS WITH 1/4" RETURN

FLANGE MINIMUM.

3. INDICATES SHELVING

OR CABINETRY.

4. INDICATES STONE.

5. DOUBLE STUDS AT SIDES OF

OPENING SHALL NOT BE CUT

FOR DUCTWORK OR ANY

OTHER MECHANICAL

SYSTEMS.

6. REFER TO C3 / A-522 FOR

MOUNTING TYPE DETAILS.

7. PROVIDE PARTITION BRACING

AT ALL ASSEMBLIES OVER

15'-0" IN HEIGHT, U.N.O.

EXTERIOR

SHEATHING

SECOND LAYER OF GWB

WHERE INDICATED BY

PARTITION TYPE

RATED PARTITION AS

INDICATED ON PLAN, EXTEND

GWB TO INTERIOR FACE OF

EXTERIOR SHEATHING

INTERSECTION AT RATED

PARTITION AND EXTERIOR WALL

CONCRETE WALL

OR COLUMN

SEALANT

FURRING PARTITION

AS INDICATED ON PLAN

RATED PARTITION AS INDICATED

ON PLAN

INTERSECTION OF RATED

PARTITION AND CONCRETE

INTERSECTION AT RATED

PARTITION AND CONCRETE

LOWER PRIORITY

PARTITION

HIGHER PRIORITY

PARTITION

INTERSECTION OF CROSS

CORRIDOR DOOR IN RATED

PARTITION

M

IN3"

CONCRETE WALL OR

COLUMN

SEALANT

FURRING PARTITION

AS INDICATED ON PLAN

RATED PARTITION AS

INDICATED ON PLAN

M

IN3"

2 5/8"

SECOND LAYER OF GWB WHERE INDICATED

BY PARTITION TYPE

WALL PRIORITY NOTES:

1. WHERE WALLS OF DIFFERENT FUNCTIONS/ RATINGS INTERSECT: WALLS OF

HIGHER PRIORITY SHALL BE CONTINUOUS.

2. LOWER PRIORITY WALLS SHALL "ABUT" AND BE "SEALED TO" HIGHER PRIORITY

WALLS, BUT SHALL NOT INTERRUPT CONTINUITY OF THE HIGHER PRIORITY WALL.

2"2"

PROVIDE GAP TO

FLANKING WALL STUD TO

ALLOW SPACE FOR GWB

TO PASS

PROVIDE GAP TO

FLANKING WALL STUD TO

ALLOW SPACE FOR GWB

TO PASS

2" 2"

2"PROVIDE GAP TO

FLANKING WALL STUD TO

ALLOW SPACE FOR GWB

TO PASS

2"

SECOND LAYER OF GWB WHERE

INDICATED BY PARTITION TYPE

INTERSECTION AT VARIOUS

WALL PRIORITY

CONFIGURATIONS

LOWER PRIORITY PARTITION

HIGHER PRIORITY PARTITION

(MAINTAIN CONTINUITY

PROVIDE GAP TO FLANKING WALL STUD

TO ALLOW SPACE FOR GWB TO PASS

2"

PROVIDE GAP TO

FLANKING WALL STUD TO

ALLOW SPACE FOR GWB

TO PASS2"

LOWER PRIORITY PARTITION

HOLLOW METAL FRAME

PROVIDE FIRE SEALANT

AT INTERFACE

PARTITION AS SCHEDULED

SOUND ATTENUATION BLANKET

COMPRESSED TO FILL OPENING

AT SOUND RATED PARTITION

L-BEAD

SEALANT BOTH SIDE, REF SPECS FOR

TYPE

CONTROL JOINT

GWB SUSPENDED

CEILING SYSTEM

PARTITION AS

SCHEDULED

CONTROL JOINT,

BOTH SIDES

CONTROL JOINT IN

GWB PARTITION

1/2" MAX

1HR FIRE

RATED

WHI-647-3024

MAX

24'-0”

PARTITION AS

SCHEDULED

CONTROL JOINT,

BOTH SIDES

CONTROL JOINT IN 1 HR

FIRE RATED PARTITION

1/2" MAX

MAX

24'-0”

1 1/2"

2 LAYERS OF 5/8" GWB

2HR FIRE

RATED

WHI-651-0318.1

PARTITION AS

SCHEDULED

CONTROL JOINT,

BOTH SIDES

CONTROL JOINT IN 2 HR

FIRE RATED PARTITION

1/2" MAX

MAX

24'-0”

1 1/2"

2 LAYERS OF 5/8" GWB

MAX

24'-0”MAX

24'-0”

CONTROL JOINT AT PARTITION INTERSECTION

OR CHANGE IN CONSTRUCTION

1/2" MAX

CONCRETE, MASONRY OR STEEL

CHANGE IN CONSTRUCTION

ADDITIONAL NOTES:

1. BUILDING CODE REQUIRES THAT "SMOKE PARTITIONS" BE

SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY "LIMIT

THE PASSAGE OF SMOKE".

2. CONDITIONS INDICATED TO SHOW DESIGN INTENT, AND NOT

INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY

SIMILAR UL-APPROVED CONTROL JOINTS DESIGNS THAT ARE

APPROPRIATE FOR THE SPECIFIC CONDITION. JOINTS TO BE

SIZED TO ACCOMMODATE MOVEMENT CAPABILITIES OF FIRESTOP

ASSEMBLY.

PARTITION AS

SCHEDULED

LC-BEAD

SEALANT, REF SPECS FOR

TYPE

CONTROL JOINT IN PARTITION

AT NON-EXPOSED EDGE

CHANGE IN

CONSTRUCTION

1/2" MAX

CONTROL JOINT IN GYPSUM

BOARD CEILING

MAX

24'-0”

MAX

24'-0”

1/2" MAX

DOUBLE 20 GA 3 5/8" OR 6" MTL

STUDS

25 GA MIN MTL TRACK

25 GA MIN MTL TRACK

CLIP ANGLE

25 GA MIN MTL TRACK

CLIP ANGLE

1" X 20 GA MTL STRAP PLATES AT 3'-6" OC

EA SIDE

25 GA MIN MTL TRACK AT FLOOR

DOUBLE 20 GA MTL STUDS

25 GA MIN MTL SILL TRACK BELOW

CLIP ANGLE

3" = 1'-0" F8

DOOR OPENING HEADER

3" = 1'-0" C8

DOOR OPENING JAMB STUDS

NTS

D4

METAL BACKING DETAILS FOR ACCESSORIES

AND EQUIPMENT

1/4" = 1'-0" F2

TYPICAL INTERIOR PARTITION FRAMING

3" = 1'-0" D6

DT-TYP_GWB - TYPICAL GYPSUM WALLBOARD PRIORITY DETAILS

3" = 1'-0" E2

GYPSUM WALLBOARD CONTROL JOINT DETAILS

3" = 1'-0"

E8

DOUBLE DOOR /LARGE OPENING

HEADER

3" = 1'-0" D8

OPENING HEADER

3" = 1'-0" B8

LARGE OPENING JAMB STUDS

0 3" 6" 9"

IF THIS IS NOT A 42"x30" SHEET IT IS A

REDUCED SIZE PLOT, USE GRAPHIC

SCALE ACCORDINGLY.

SCALE 3"=1'-0"

0 2'-0" 4'-0" 8'-0"

IF THIS IS NOT A 42"x30" SHEET IT IS A

REDUCED SIZE PLOT, USE GRAPHIC

SCALE ACCORDINGLY.

SCALE 1/4"=1'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

B

IM

/6

-2

-7

E H

R M

I n fr a s tr u c tu re U p g ra d e s M a d is o n

W I/

-2

-7

.M a d

.E H

R M

.A R

C H

.B

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/2

/2

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:2

P

M

01A-511

ARCHITECTURAL PARTITION AND FRAMING

DETAILS

607-21-700

07/22/2022 M. Perkins K. McDermott

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

2500 Overlook Terrace, Madison, WI 53705

NOTE:

STANDARD DETAILS APPLY TO TYPICAL CONSTRUCTION

TYPES AND ASSEMBLIES. NOT ALL DETAILS MAY BE

USED. CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS

ON-SITE.

Revisions: Date:

/22

/20

DETAIL 1A - "FIRE-RATED WALLS"- ADDITIONAL NOTES:

1. CONDITIONS INDICATED TO SHOW DESIGN INTENT. THEY ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR A UL-APPROVED TOP-OF-WALL DESIGNS THAT ARE APPROPRIATE FOR CONDITIONS.

2. REFER TO SECTION 07 84 00 / FIRESTOPPING FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITION FOR FIRE-RATED WALLS.

SLOTTED TOP

TRACK

STUD

DESIGN BASIS: UL-HW-D-0082

CONCRETE SLAB

DESIGN BASIS: UL-HW-D-0042

METAL DECK

(PERPENDICULAR TO FLUTES)

/8

DESIGN BASIS: UL-HW-D-0264

METAL DECK

(PARALLEL TO FLUTES)

1" 1" 2"x20 GA

STRAPS @ 16"

O.C.

DESIGN BASIS: UL-HW-D-0259

STEEL BEAM

20 GA Z-BARS

TO

ACCOMMODATE

SFRM

SPRAY-APPLIED

FIRE-RESISTIVE

MATERIAL

(SFRM)

SAB

1 OR 2 LAYERS OF GWB;

SEE WALL TYPE

FIRE STOP SEALANT

FIRE STOP JOINT

SPRAY

MINERAL WOOL

FORMING MATERIAL

/8

/8

FIRE STOP JOINT

SPRAY

SLOTTED TOP

TRACK

STUD

SAB

1 OR 2 LAYERS OF GWB;

SEE WALL TYPE

/8

MINERAL WOOL

FORMING MATERIAL

SLOTTED TOP

TRACK

STUD

CONCRETE SLAB METAL DECK

(PERPENDICULAR TO FLUTES)

/8

/8

METAL DECK

(PARALLEL TO FLUTES)

1" 1"

/8

SLOTTED TOP

TRACK

2"x20 GA

STRAPS @ 16"

O.C.

STEEL BEAM

/8

20 GA Z-BARS

TO

ACCOMMODATE

SFRM

SPRAY-APPLIED

FIRE-RESISTIVE

MATERIAL

(SFRM)

SAB

GWB

ACOUSTICAL SEALANT

CUT ONE LAYER GWB TO

FOLLOW PROFILE OF DECKING.

SEAL CONTINUOUSLY WITH

ACOUSTICAL SEALANT.

FILL FLUTE VOID W/

SAB

GWB SOUND AND

SMOKE CLOSURE

STRIP SECURE TO

STRUCTURE AND SEAL

WITH ACOUSTICAL

SEALANT

ACOUSTICAL

SEALANT (BOTH

SIDES)

STUD

SAB

GWB

ACOUSTICAL SEALANT

(BOTH SIDES)

DETAIL 1B - "SMOKE PARTITIONS AND SOUND-CONTROL WALLS"- ADDITIONAL NOTES:

1. UPGRADE TO DETAIL "1A" WHERE WALL IS DESIGNATED WITH A FIRE-RESISTANCE RATING.

2. FILL VOIDS WITH SOUND ATTENUATION BATTS (SAB).

3. SOUND WALLS AND SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB BE CUT TO FOLLOW UNDULATING SURFACES OF SUPERSTRUCTURES INCLUDING BUT NOT LIMITED TO FLUTES METAL DECKING. JOINT GWB TO SUPERSTRUCTURE WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT.

4. BUILDING CODE REQUIRES THAT "SMOKE PARTITIONS" BE SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY "….LIMIT THE PASSAGE OF SMOKE….".

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

B

IM

/6

-2

-7

E H

R M

I n fr a s tr u c tu re U p g ra d e s M a d is o n

W I/

-2

-7

.M a d

.E H

R M

.A R

C H

.B

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/2

/2

:1

:2

P

M

01A-512

ARCHITECTURAL PARTITION HEAD DETAILS 607-21-700

07/22/2022 M. Perkins K. McDermott

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

2500 Overlook Terrace, Madison, WI 53705

3" = 1'-0" B5

HEAD-OF-WALL CONDITIONS - STUD WALLS - FIRE RATED WALLS

3" = 1'-0" D5

HEAD-OF-WALL CONDITIONS - STUD WALLS - SMOKE PARTITIONS AND SOUND CONTROL WALLS

NOTE:

STANDARD DETAILS APPLY TO TYPICAL CONSTRUCTION

TYPES AND ASSEMBLIES. NOT ALL DETAILS MAY BE

USED. CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS

ON-SITE.

Revisions: Date:

/22

SLIP

END

SLIP

END

4 DIAGONAL

BRACE WIRES

AT 8'X12' GRID

MAX.

FIXED END

FIXED

END

ADDITIONAL

CROSS RUNNERS

WHERE 2'X2' GRID

OCCURS

MAIN RUNNERS AT

4'-0" O.C.

12 GA. VERTICAL

HANGER HANGER

WIRES AT 4'-0" O.C.

MAX. - TYP.

12 GA. HANGER

WIRE AT

PERIMETER

CROSS RUNNERS

AT 2'-0" O.C.

8" MAX. OR 1/4 OF

LENGTH OF THE END

RUNNER, WHICHEVER

IS LESS

4'-0" MAX. 8'-0" MAX. 8'-0" MAX. 4'-0" MAX.

4' -0

M

A X

'-0

M A

X

4' -0

M

A X

D8

01A-531

D8

01A-531

C8

01A-531

C8

01A-531

01A-531

A8

8"

8"

8" MAX. OR 1/4 OF

LENGTH OF THE END

RUNNER,

WHICHEVER IS LESS

1 1/2" X 1.12 #/FT. MIN.,

CHANNELS @ 4'- 0" O.C.

7/8" FURRING CHANNELS

@ 2'-0" O.C. MAX.

12 GA. VERT HANGER

WIRES @ 4'-0" O.C MAX.

TYP.

12 GA. HANGER WIRES @

PERIMETER

4 DIAGONAL BRACE WIRES

@ 8'x 12' GRID

MAX.

4' -0

M

A X

'-0

M A

X

4' -0

M

A X

4'-0" MAX. 8'-0" MAX. 8'-0" MAX. 4'-0" MAX.

D6

01A-531

C6

01A-531

1'-0"

8"

PARALLEL

PERPENDICULAR

ATTACH WIRE THRU

SUPPORT HOLES OR TO 16

GA. STEEL CLIP ATTACHED

TO LIGHT FIXTURE WITH (1) #

10 S.M.S.

12 GA WIRE

LIGHT FIXTURE OR

MECHANICAL AIR DIFFUSER

ATTACH FIXTURE TO CEILING

GRID W/ SEISMIC RESTRAINT

CLIPS (TYP. AT FOUR

CORNERS)

CEILING SUSPENSION SYSTEM

NOTES:

FIXTURES WEIGHING LESS THAN 56 LBS. MAY BE SUPPORTED ON CEILING GRIDS RATED AS "HEAVY DUTY", PROVIDE TWO SLACK 12 GA. SAFETY WIRES ATTACHED TO FIXTURE AT DIAGONAL CORNERS AND TO STRUCTURE ABOVE SUPPORT FIXTERS OVER 56 LBS. WITH FOUR INDEPENDATN TAUT 12 GA. HANGER WIRES ATTACHED TO STRUCTURE. WIRES SHALL BE CAPBABLE OF SUPPORTING FOUR

TIMES THE WEIGHT OF THE FIXTURE

WIRE TIES

TAPE ALL JOINTS AND FINISH AS SPECIFIED

7/8" 26 GA. MIN. HAT CHANNEL

WALL FINISH

GYP. BD.

(1) S-12 SMS @ EA. CHANNEL

PARTITION / STRUCTURAL

ELEMENT

EMBED @ CONC.

1 1/4" MIN.

RUNNER WHICHEVER IS LESS

8" OR 1/4 LENGTH OF THE END 8 GA. HANGER WIRE

W/ 3 TURNS WITHIN

1-1/2" 8 GA. HANGER

WIRE W/ 3 TURN

WITHIN 1-1/2"

1 1/2" X 1.12 #/FT.

MIN. MAIN RUNNER

@ 4'-0" O.C. MAX.

2 1/4" X 7/8" X GA. GALV.

ANGLE W/ #8 SMS @ 16" O.C.

OR .145Ø SHOT PINS @ 16"

O.C. @ CONC. WALL 1-1/4"

MIN. EMBED

MIN.

1/2"

WALL FINISH

TAPE ALL JOINTS AND FINISH AS SPECIFIED

PARTITION / STRUCTURAL

ELEMENT

8 GA. HANGER

WIRE W/ 3 TURNS

WITHIN 1-1/2"

(1) S-12 SMS @ EA. CHANNEL

GYP. BD.

1 1/2" X 1.12 #/FT.

MIN., MAIN RUNNER

@ 4'- 0" O.C. MAX.

7/8" 26 GA. MIN HAT

CHANNEL

EMBED @ CONC.

1 1/4" MIN

RUNNER WHICHEVER IS LESS

8" MAX. OR 1/4 OF LENGTH OF THE END

1 3/8" X 7/8" X GA. GALV.

ANGLE W/ ATTACHMENT TO

STRUCTURE NOT FINISH W/ (1)

#8 SMS @ 16"O.C. OR

SHOT .145 DIA PINS @ 16" O.C.

@ CONC. WALL 1 1/4" MIN.

EMBED.

MIN.

1/2"

M A

X

1/

2"

1"

PARTITION AS

SCHEDULED; SEE

PLAN FOR TYPE

ACOUSTICAL PANEL

ANGLE MOLDING

GRID

LOOSE SCREW

PARTITION AS

SCHEDULED; SEE PLAN

FOR TYPE

ACOUSTICAL PANEL

ANGLE MOLDING

GRID

TIGHT SCREW

1"

350IU20

250IU20

158IU200.24IN

STRUTrREQ

0.382 0.399 0.410

RSUPP.LENGTH

4'

400IU20 0.380

COMPRESSION STRUT:

1" Ø COMPRESSION STRUT. COMPRESSION

STRUT SHALL NOT REPLACE HANGER WIRE

TYPICAL:

12 GAUGE BRACING WIRE W/

MIN. 4 TIGHT TURNS IN 1-1/2"

BOTH ENDS OF WIRE

MAIN RUNNER

CROSS RUNNER

2" MAX. FROM BRACING

WIRES TO CROSS

RUNNERS

4'-0"

MAX.

4'-0" MAX.

45° MAX. TYP.45° MAX. TYP.

TYPICAL:

12 GAUGE VERTICAL HANGER

WIRE @ 4'-0" EACH WAY W/

MIN. 3 TIGHT TURNS IN 1-1/2"

BOTH ENDS OF WIRE

2 x 4 LIGHT FIXTURE

2 x 4 LIGHT FIXTURE

SPRINKLER HEAD,

DOWNLIGHT OR

CEILING MOUNTED

ITEMS

DIFFUSER OR GRILLE, OR 2 X

2 LIGHT FIXTURE

2x2 OR 2x4 DIVIDED TILE

2x4 CEILING

EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

SPRINKLER HEAD,

DOWNLIGHT OR

CEILING MOUNTED

ITEMS

DIFFUSER OR GRILLE, OR 2 X

2 LIGHT FIXTURE

1'-0" 2'-0" 1'-0"

EQ EQ

2'-0" 2'-0"

1'-0" 1'-0" 1'-0" 1'-0"

WALL FINISH

TAPE ALL JOINTS AND FINISH AS SPECIFIED

GYP. BD.

6" M

IN

16GA 8" METAL JOISTS @ 12" O.C.

FIBERGLASS MAT GYPSUM BOARD

WATERPROOF MEMBRANE WRAP UP OVER TOP OF WALL

RESILIENT CHANNEL

GYP. BD.

(2) 5/8" SUB-FLOORING

10" METAL STUD JOIST

1/8" = 1'-0" A9

DIAGRAMATIC PLAN: ACOUSTICAL

CEILING SUSPENDED SYSTEM

1/8" = 1'-0"

A6

DIAGRAMATIC PLAN-GYP. BD.

SUSPENSION SYSTEM

NTS

C9

FIXTURE SUSPENSION AT LAY IN PANEL

CEILING

6" = 1'-0"

C6

GYP. BD. PERIMETER PERPENDICULAR

TO MAIN RUNNER

6" = 1'-0" D6

GYP. BD PERIMETER PARALLEL

TO MAIN RUNNER

6" = 1'-0" C8

SLIP CONNECTION AT CEILING

PERIMETER

6" = 1'-0" D8

SUSPENDED ACOUSTICAL CEILING

HORIZONTAL CEILING STRUT- FIXED

END

3/4" = 1'-0" A8

TYP. ACOUSTICAL CEILING BRACING

1/2" = 1'-0" F9

TYP. CEILING TILE LAYOUTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

B

IM

/6

-2

-7

E H

R M

I n fr a s tr u c tu re U p g ra d e s M a d is o n

W I/

-2

-7

.M a d

.E H

R M

.A R

C H

.B

.r v t

/2

/2

:1

:2

P

M

01A-531

ARCHITECTURAL CEILING DETAILS 607-21-700

07/22/2022 M. Perkins K. McDermott

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

2500 Overlook Terrace, Madison, WI 53705

6" = 1'-0" D2

BATHTUB CEILING DETAIL

Revisions: Date:

3" = 1'-0" F6

1 HR RATED CEILING SYSTEM

/22

SHEET SYMBOL LEGEND

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

NEW CONSTRUCTION, WITH PARTITION TYPE

A

GENERAL INTERIOR NOTES

KEYNOTES

GENERAL FINISH NOTES:

1. REFER TO SPECIFICATIONS FOR ADDITIONAL MATERIAL AND

INSTALLATION REQUIREMENTS.

2. REFER TO SHEET IN601 FOR FINISH LEGEND AND ROOM FINISH

SCHEDULE.

3. INTERIOR FINISH PLANS ARE GRAPHICALLY SCREENED BACK FOR

CLARITY, REFER TO ARCHITECTURAL PLANS TO REFERENCE WALL

TYPES AND PHASING.

4. IF POSSIBLE PROVIDE MATERIALS FROM SAME PRODUCTION RUN

FOR CONSISTENCY.

SUBSTITUTION NOTES:

1. COLOR IS AN IMPORTANT PART OF THIS PROJECT. ANY COLOR

SUBSTITUTION WILL REQUIRE APPROVAL BY THE COR.

TRANSITION NOTES:

1. INSTALL TRANSITIONS AT ALL DISSIMILAR FLOOR MATERIALS.

2. FOR ALL FLOOR FINISH AND PATTERN TRANSITIONS THAT OCCUR AT

DOORWAYS, TRANSITION MATERIALS AT CENTERLINE OF DOOR

WHEN DOOR PANEL IS IN THE CLOSED POSITION.

SIGNAGE NOTES:

1. REFER TO AW SERIES SHEETS FOR SIGNAGE INFORMATION, REFER

TO SPECIFICATIONS FOR ADDITIONAL SIGNAGE, IDENTIFICATION AND

SYSTEMS/EQUIPMENT LABELING REQUIREMENTS.

CASEWORK NOTES:

1. CASEWORK TOE KICKS TO RECEIVE THE SAME WALL BASE

TYPE/COLOR AS SPECIFIED FOR THAT SPACE UNO.

2. REFER TO INTERIOR ELEVATIONS FOR CASEWORK FINISHES.

PAINTING NOTES:

1. ALL ADHESIVES AND PAINT TO BE LOW VOC/ODOR.

2. UNLESS OTHERWISE INDICATED, DO NOT PAINT FACTORY-

FINISHED ITEMS OR INSTALLER FINISHED ITEMS.

3. COORDINATE APPLICATIONS OF PAINTS AND ADHESIVES WITH COR.

PROVIDE SEALED ENVIRONMENT DURING HVAC FLUSH OUT PERIOD

TO ENSURE ODORS DO NOT TRANSMIT TO ADJACENT SPACES.

MISCELLANEOUS NOTES:

1. PROVIDE BACKING FOR ALL MOUNTED EQUIPMENT.

2. QUANTITIES ARE PROVIDED FOR COST ESTIMATING PURPOSES

DURING THE DESIGN PHASE. ALL QUANTITIES TO BE VERIFIED

THROUGH FIELD VERIFICATION AT THE TIME OF THE BIDDING BY THE

CONTRACTOR.

3. FURNITURE IS SHOWN FOR REFERENCE ONLY, ALL FURNITURE IS

NIC.

CODE NOTES:

1. ALL INTERIOR FINISHES SHALL HAVE FLAME SPREAD IN COMPLIANCE

WITH IBC 2009 TABLE 803.9

INSTALLATION NOTES:

1. ALL FLOOR TILE TO BE CENTERED IN ROOM UNO.

2. REFER TO FINISH PLANS FOR GRAIN DIRECTION OF FLOORING.

3. PROVIDE BACKING FOR ALL WALL MOUNTED EQUIPMENT.

MATERIAL FLOOR CHANGE (REFER TO THIS SHEET FOR DETAILS)

INTERIOR FINISH SYMBOLS

P-_ PAINT COLOR / WALL FINISHES

INTERIOR FINISHES

PAINT

ARCHITECT/ENGINEERS:

INTERIOR FINISHES

Drawing Title

Approved: Project Director

Project Title

Location

Date Checked Drawn

HG KLM

Project Number

Board Number

Office of Construction and Facilities Management

*BASIS OF DESIGN

**MATCH EXISTING CAMPUS PAINT COLORS

EHRM INFRASTRUTURE

UPGRADES

607-21-700

2500 Overlook Terrace Madison, WI 53705

MADISON VA HEALTH CARE SYSTEM

P-1

DIGITAL IMAGES MAY HAVE COLOR INACCURACIES, REFER

TO ACTUAL SAMPLE FOR TRUEST COLOR DEPICTION

WALL BASE

RB-1

FIELD

SHERWIN WILLIAMS**

SW6147 PANDA WHITE

TARKETT*

THERMOSET

4" STANDARD TOE

FAWN 80

PAINT

P-2

DOOR FRAMES

SHERWIN WILLIAMS**

SW7531 CANVAS TAN

CARPET

CPT-1

MANNINGTON*

STYLIST COLLECTION

TULLE

SABLE 42554

ACRYLIC BACKGROUND

COLOR: MATCH EXISTING

CAMPUS STANDARDS

1-1/2" x 1/32" ADA

TACTILE NUMERALS

AND GRADE II BRAILLE

9"

SILVER FRAME

5-3/16" X 9" CLEAR

ACETATE INSERT W/

COPY

9"X9" MAGNETICALLY

REMOVABLE SIGN

(ONE-PIECE)

RED SYMBOL AND

BLACK TEXT

1/2" 9" 1/2"

/2

/2

QUARTER-ROUND

SILVER FRAME

SIGNAGE REFERENCES

VA SIGNAGE DESIGN MANUAL

SIGN VENDOR TO REFERENCE VA SIGNAGE DESIGN MANUAL FOR COMPLETE

SPECIFICATIONS

https://www.cfm.va.gov/til/spclRqmts.asp#SIGN

SIGN SYMBOL LEGEND

9"

HELVETICA BOLD WHITE COPY

RED BACKGROUND ACRYLIC

PLAQUE

MOUNTED WITH DOUBLE SIDED

FOAM TAPE OR SILASTIC

ADHESIVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

B

IM

/6

-2

-7

E H

R M

I n fr a s tr u c tu re U p g ra d e s M a d is o n

W I/

-2

-7

.M a d

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.A R

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/2

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:1

:3

P

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01IN101

INTERIOR FINISH SCHEDULES & SIGNAGE 607-21-700

07/22/2022 M. Perkins K. McDermott

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

2500 Overlook Terrace, Madison, WI 53705

12" = 1'-0" C1

COLOR BOARD

ROOM FINISH SCHEDULE

LEVEL NO. NAME

FLOOR WALLS CEILING

NOTESFINISH BASE

NORTH EAST SOUTH WEST

MATERIAL FINISHMATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH

BASEMENT CB1-024 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

BASEMENT DB1-202A OFFICE CPT-1 RB-1 GWB P-1 GWB P-1 GWB P-1 GWB P-1 AT-1

BASEMENT DB1-202B OFFICE CPT-1 RB-1 GWB P-1 GWB P-1 GWB P-1 GWB P-1 AT-1

BASEMENT DB1-254 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

GROUND LEVEL B111A TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

GROUND LEVEL BG000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

GROUND LEVEL DG223 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

GROUND LEVEL G3 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 1 B1000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 1 B1121 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 1 B1572 OFFICE CPT-1 RB-1 GWB P-1 GWB P-1 GWB P-1 GWB P-1 AT-1

LEVEL 1 D1221A TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 2 B2000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 2 B2053 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 2 D2201A TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 3 B3000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 3 B3110A TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 3 D3000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 4 B4000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 4 B4110A TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 4 D4000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 5 B5000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 5 B5110 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 5 D5000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 6 B6000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 6 B6113 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 6 D6000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 7 B7000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 7 B7113 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 7 D7000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 8 B8000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 8 B8047 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

LEVEL 8 D8000 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

PENTHOUSE B9001A TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

SUB BASEMENT 1 DB2-202 TELECOM ROOM C-1 RB-1 GWB P-1/WD GWB P-1/WD GWB P-1/WD GWB P-1/WD OPEN PAINT TO 10'-0" AFF

BUILDING SIGNAGE SCHEDULE

VERSION

TYPE COUNT DESCRIPTION DETAIL LOCATION REFERENCE

ADA

BRAILLE TEXT COLOR BACKGROUND COLOR

DIMENSIONS

CommentsSIGN_HEIGHT SIGN_WIDTH MOUNTING HEIGHT

IN-01.02 1 FIRE EQUIPMENT IDENTIFICATION

SIGN

F3/ 01IN101 FEC REFER TO PAGE 8-5-5 OF CODE AND LIFE

SAFETY SIGNS DESIGN GUIDE DATED 12/2012

NO WHITE RED (OSHA) 9" 9" 4' - 6" INSTALLED AT EACH FIRE EXTINGUISHER CABINET OUTSIDE

EACH TELECOM ROOM.

IN-04.03D 1 PRIMARY ROOM IDENTIFICATION

WITH INSERT

F6/ 01IN101 PUBLIC SPACES REFER TO PAGE 9-5-7 OF INTERIOR SIGNS

DESIGN GUIDE DATED 12/2012

YES REFERENCE EXISTING

CAMPUS STANDARDS

REFERENCE EXISTING

CAMPUS STANDARDS

3" 9" 5' - 0" INSTALLED AT EACH TELECOM ROOM

IN-08.02C 1 PROHIBIT INSTRUCTIONAL AND

CONTROL

F5/ 01IN101 TELECOM ROOM REFER TO PAGE 9-5-25 OF INTERIOR SIGNS

DESIGN GUIDE DATED 12/2012

NO BLACK WHITE 9" 9" 5' - 9" INSTALLED AT EACH TELECOM ROOM. MOUNTED DIRECTLY

ABOVE ROOM NAME SIGN.

Grand total: 3

3" = 1'-0" E6

IN-04.03D SIGN DETAIL - PRIMARY ROOM

IDENTIFICATION

3" = 1'-0" F8

IN-08.02C SIGN DETAIL - PROHIBIT

INSTRUCTIONAL AND CONTROL

12" = 1'-0" E8

EXAMPLE OF EXISTING SIGNAGE

FINISH LEGEND

SYMBOL FINISH TYPE

SPEC

SECTION MANUFACTURER COLLECTION STYLE / TYPE COLOR SIZE NOTES

AT-1 ACOUSTICAL CEILING TILE 09 51 00 ARMSTRONG * HEALTH ZONE ULTIMA WHITE 24"x24" TEGULAR; GRID: ARMSTRONG PRELUDE 15/16"

C-1 SEALED CONCRETE - SEALED CONCRETE* - - - -

CPT-1 CARPET TILE 09 68 00 MANNINGTON * STYLIST TULLE SABLE 42554 24"

F-1 WINDOW FILM 08 87 33 3M * FASARA RIKYU WHITE

P-1 PAINT 09 91 00 SHERWIN WILLIAMS * - EG-SHEL SW 6147 PANDA WHITE - FIELD

P-2 PAINT 09 91 00 SHERWIN WILLIAMS * SEMI-GLOSS SW 7531 CANVAS TAN DOOR FRAMES

RB-1 RESILIENT BASE 09 65 13 TARKETT* THERMOSET COVED BASE 80 FAWN 4"

RSF-1 RESILIENT SHEET FLOORING 09 30 13 TEKNOFLOR * FORESTSCAPES MATCH EXISTING CONDITIONS COORDINATE WITH COR

TR-1 TRIM 09 30 13 SCHLUTER * RENO-U SATIN ANODIZED ALUMINUM FLOOR TRANSITION

TR-2 TRIM 09 30 13 SCHLUTER * RENO -T SATIN NICKEL ANODIZED ALUMINUM FLOOR TRANSITION

TR-3 TRIM 09 30 13 SCHLUTER * RENO -TR SATIN NICKEL ANODIZED ALUMINUM FLOOR TRANSITION

WD PLYWOOD - FIRE TREATED PLYWOOD* - - - -

REFER TO SHEET IN101 FOR ROOM FINISH SCHEDULE & FINISH LEGEND

*Basis of design, substitutions are subject to owner approval.

Contractor to provide VA Interior Design Department with samples of all specified finish materials.

VA COR/ Interior Design department shall approve all finishes prior to installation.

3" = 1'-0" F6

IN-01.02 SIGN DETAIL - FIRE EXTINGUISHER

NOT USED

NOT TO SCALE

F1

TOWER CONNECTION - RESILIENT SHEET FLOORING WITH SELF COVE

D TOWER LEVEL 03 D TOWER LEVEL 04, LEVEL 05, LEVEL 07

NOT TO SCALE

E1

TOWER CONNECTION - RESILIENT SHEET FLOORING WITH RESILIENT BASE

D TOWER LEVEL 06

NOT TO SCALE

F4

TOWER CONNECTION - CARPET TILE FLOORING WITH RESILIENT BASE

B TOWER GROUND LEVEL

B TOWER LEVEL 01

B TOWER LEVEL 02 B TOWER LEVEL 03

B TOWER LEVEL 04 B TOWER LEVEL 05

B TOWER LEVEL 06

B TOWER LEVEL 07 B TOWER LEVEL 08

Revisions: Date:

/22

SHEET SYMBOL LEGEND

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE DEMOLISHED

NEW CONSTRUCTION, WITH PARTITION TYPE

A

GENERAL INTERIOR NOTES

KEYNOTES

GENERAL FINISH NOTES:

1. REFER TO SPECIFICATIONS FOR ADDITIONAL MATERIAL AND

INSTALLATION REQUIREMENTS.

2. REFER TO SHEET IN601 FOR FINISH LEGEND AND ROOM FINISH

SCHEDULE.

3. INTERIOR FINISH PLANS ARE GRAPHICALLY SCREENED BACK FOR

CLARITY, REFER TO ARCHITECTURAL PLANS TO REFERENCE WALL

TYPES AND PHASING.

4. IF POSSIBLE PROVIDE MATERIALS FROM SAME PRODUCTION RUN

FOR CONSISTENCY.

SUBSTITUTION NOTES:

1. COLOR IS AN IMPORTANT PART OF THIS PROJECT. ANY COLOR

SUBSTITUTION WILL REQUIRE APPROVAL BY THE COR.

TRANSITION NOTES:

1. INSTALL TRANSITIONS AT ALL DISSIMILAR FLOOR MATERIALS.

2. FOR ALL FLOOR FINISH AND PATTERN TRANSITIONS THAT OCCUR AT

DOORWAYS, TRANSITION MATERIALS AT CENTERLINE OF DOOR

WHEN DOOR PANEL IS IN THE CLOSED POSITION.

SIGNAGE NOTES:

1. REFER TO AW SERIES SHEETS FOR SIGNAGE INFORMATION, REFER

TO SPECIFICATIONS FOR ADDITIONAL SIGNAGE, IDENTIFICATION AND

SYSTEMS/EQUIPMENT LABELING REQUIREMENTS.

CASEWORK NOTES:

1. CASEWORK TOE KICKS TO RECEIVE THE SAME WALL BASE

TYPE/COLOR AS SPECIFIED FOR THAT SPACE UNO.

2. REFER TO INTERIOR ELEVATIONS FOR CASEWORK FINISHES.

PAINTING NOTES:

1. ALL ADHESIVES AND PAINT TO BE LOW VOC/ODOR.

2. UNLESS OTHERWISE INDICATED, DO NOT PAINT FACTORY-

FINISHED ITEMS OR INSTALLER FINISHED ITEMS.

3. COORDINATE APPLICATIONS OF PAINTS AND ADHESIVES WITH COR.

PROVIDE SEALED ENVIRONMENT DURING HVAC FLUSH OUT PERIOD

TO ENSURE ODORS DO NOT TRANSMIT TO ADJACENT SPACES.

MISCELLANEOUS NOTES:

1. PROVIDE BACKING FOR ALL MOUNTED EQUIPMENT.

2. QUANTITIES ARE PROVIDED FOR COST ESTIMATING PURPOSES

DURING THE DESIGN PHASE. ALL QUANTITIES TO BE VERIFIED

THROUGH FIELD VERIFICATION AT THE TIME OF THE BIDDING BY THE

CONTRACTOR.

3. FURNITURE IS SHOWN FOR REFERENCE ONLY, ALL FURNITURE IS

NIC.

CODE NOTES:

1. ALL INTERIOR FINISHES SHALL HAVE FLAME SPREAD IN COMPLIANCE

WITH IBC 2009 TABLE 803.9

INSTALLATION NOTES:

1. ALL FLOOR TILE TO BE CENTERED IN ROOM UNO.

2. REFER TO FINISH PLANS FOR GRAIN DIRECTION OF FLOORING.

3. PROVIDE BACKING FOR ALL WALL MOUNTED EQUIPMENT.

C B

1-

CORRIDOR

CB1-026CB1-026

1 2 5

F4

01IN102

TYP. IN-08.02C

IN-04.03D

F1

01IN102

TYP.

TELECOM ROOM FINISH

DIAGRAM, CONTRACTOR TO

REFERENCE ARCHITECTURE

FOR ACTUAL WALL

CONSTRUCTION LOCATIONS

IN-01.02

C4

01IN102

TYP.

IN-08.02C

IN-04.03D

F1

01IN102

TYP.

TELECOM ROOM FINISH

DIAGRAM, CONTRACTOR TO

REFERENCE ARCHITECTURE

FOR ACTUAL WALL

CONSTRUCTION LOCATIONS

IN-01.02

DOOR FRAME BEYOND

WHERE OCCURS

TRANSITION STRIP

(TR-3) OR EQUAL,

REFER TO SCHEDULE

FOR INFORMATION

LVT FLOORING

AS SCHEDULED

CENTERLINE OF

ADAPTER

DOOR AS SCHEDULED

WHERE OCCURS

CARPET FLOORING

AS SCHEDULED

C CENTER LINE OF DOORL

TOP OF SLAB

EQ EQ

SEALED CONCRETE

CENTER LINE OF

FLOOR FINISH

CHANGE OR SEAM

DOOR AS SCHEDULED

EXISTING FLOORING

TOP OF SLAB

CORRIDOR SIDE

DOOR FRAME BEYOND

C CENTER LINE OF DOORL

TRANSITION STRIP

(TR-1) OR EQUAL,

REFER TO SCHEDULE

FOR INFORMATION

TELECOM ROOM SIDE

SEALED CONCRETE

CENTER LINE OF

FLOOR FINISH

CHANGE OR SEAM

DOOR AS SCHEDULED

EXISTING FLOORING

TOP OF SLAB

EXISTING SPACE SIDE

DOOR FRAME BEYOND

C CENTER LINE OF DOORL

TRANSITION STRIP

(TR-1) OR EQUAL,

REFER TO SCHEDULE

FOR INFORMATION

TELECOM ROOM SIDE

NEW FLOORING, MATCH EXISTING,

COORDINATE WITH COR

TRANSITION STRIP (TR-2) OR

EQUAL, REFER TO SCHEDULE

FOR INFORMATION

CONTRACTOR TO ENSURE EXPANSION JOINT AT

THRESHOLD TRANSITIONS WITH FLOOR FINISH

SMOOTHLY AND ADHERES TO ALL ADA/ABA REGULATIONS

NOTE: TRANSITION STRIP (TR-2)

NOT REQUIRED FOR CARPET OR

RESILIENT SHEET FLOORING

CARPET = SEAMLESS

RSF = HEAT WELD SEAM

EXISTING FLOORING

TO BE REMOVED

TOP OF SLAB

EXISTING FLOORING

TO REMAIN, EXISTING

ROOM SIDE CONCRETE FLOOR,

EXISTING

RESILIENT BASE AS

SCHEDULED

INSTALL 3/4"

PLYWOOD TO 8'AFF,

MOUNT BOTTOM OF

PLYWOOD 12" AFF

ADJACENT SPACE

TELECOM

ROOM SIDE

PARTITION AS SCHEDULED

RESILIENT BASE TO MATCH

EXISTING CONDITIONS

RESILIENT BASE AS SCHEDULED

CARPET FLOORING AS SCHEDULED

WATER VAPOR CONTROL SYSTEM

PARTITION AS SCHEDULED

TOP OF SLAB

CAP STRIP PER SPECS.

SELF-COVED RESILIENT

SHEET FLOORING AS

SCHEDULED

COVED FILLET

WATER VAPOR

CONTROL SYSTEM

PARTITION AS SCHEDULED

TOP OF SLAB

MATERIAL FLOOR CHANGE (REFER TO THIS SHEET FOR DETAILS)

INTERIOR FINISH SYMBOLS

P-_ PAINT COLOR / WALL FINISHES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

B

IM

/6

-2

-7

E H

R M

I n fr a s tr u c tu re U p g ra d e s M a d is o n

W I/

-2

-7

.M a d

.E H

R M

.A R

C H

.B

.r v t

/2

/2

:1

:3

P

M

01IN102

INTERIOR FINISH PLANS & DETAILS 607-21-700

07/22/2022 M. Perkins K. McDermott

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

2500 Overlook Terrace, Madison, WI 53705

1/2" = 1'-0" C6

TELECOM ROOM FINISH DIAGRAM - RENOVATION

1/2" = 1'-0" F6

TELECOM ROOM FINISH DIAGRAM - TOWER

1 REMOVE EXISTING FLOORING AND INSTALL NEW WALL BASE.

2 PATCH WALLS TO RECEIVE NEW PAINT, SEE 01IN101 FOR FINISH

SCHEDULE.

3 ALL WALLS TO RECEIVE NEW PLYWOOD. COORDINATE WITH

ELECTRICAL DRAWINGS FOR FIXTURE LOCATIONS.

4 PROVIDE NEW ROOM SIGNAGE, SEE 01IN101 FOR SIGNAGE

SCHEDULE.

5 REFER TO ARCHITECTURAL PLANS FOR DETAILED ROOM

CONFIGURATION INFORMATION.

6 AT NEW WALL INSTALLATIONS, CONTRACTOR TO PAINT NEW WALL

IN ITS ENTIRETY. INSTALL NEW WALL BASE AT ENTIRE WALL SPAN

OR APPROPRIATE TRANSITION LOCATION AS APPROVED BY THE

COR. FINAL COLOR APPROBAL BY COR OR CAMPUS INTERIOR

DESIGNER.

7 REPAIR FLOORING. MATCH ADJACENT FINISHES. COORDINATE WITH

COR.

8 NEW GYPSUM CEILING AT ALL DOOR ALCOVE LOCATIONS. MATCH

HEIGHT OF ADJOINING EXISTING SPACE. TEXTURE AND PAINT.

9 PROVIDE WINDOW FILM, SEE FINISH LEGEND ON SHEET IN101

10 ALL ENTRANCE ALCOVES SHALL HAVE NEW FLOORING, WALL

FINISHES AND WALL BASE TO MATCH EXISTING CONDITIONS;

SELECTIONS MUST BE APPROVED BY OWNER PRIOR TO INSTALL.

11 EXPANSION JOINT

6" = 1'-0" E4

THRESHOLD - LVT FLOORING TO CARPET

6" = 1'-0" F4

THRESHOLD - CONCRETE TO EXISTING FLOORING

6" = 1'-0" C4

THRESHOLD - CONCRETE TO EXISTING

FLOORING WITH EXPANSION JOINT

6" = 1'-0" F1

RESILIENT BASE (TOE BASE)

6" = 1'-0" E1

CARPET TO RESILIENT BASE (TOE BASE)

6" = 1'-0" C1

SELF-COVED RESILIENT FLOORING

REFER TO SHEET IN101 FOR ROOM FINISH SCHEDULE & FINISH LEGEND

Revisions: Date:

/22

FIRE PROTECTION SYMBOL LEGEND

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

DRAWING NUMBER WHERE DETAILED

ELEVATION LETTER

SECTION, ELEVATION, AND DETAIL TITLES

FX200

FX500

FX300

ELEVATION

DETAIL

SECTION

FX-100

A

FX500

A

C.P.

DISCHARGE NOZZLE

CONTROL PANEL

CLEAN AGENT FIRE SUPPRESSION

FIRE HOSE VALVE CABINET

FIRE HOSE CABINET

ALARM BELL

WATER MOTOR GONG

PENETRATION

TEST PLUG (PRESS/TEMP)

WH

PRESSURE GAUGE AND GAUGE COCK

NEW PIPE CONNECTION TO EXISTING PIPING

EXISTING PIPE TO BE REMOVED

EXISTING PIPING TO REMAIN

NEW PIPING

FLEXIBLE CONNECTION

ORIFICE UNION

FLANGED UNION

UNION

RISE IN PIPE

DROP IN PIPE

CAPPED OUTLET

SIDE CONNECTION

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

ECCENTRIC REDUCER

REDUCER OR INCREASER

DIRECTION OF FLOW

MAV MANUAL AIR VENT (MAV)

AAV AUTOMATIC AIR VENT (AAV)

AG AIR GAP FITTING

WALL HYDRANT

POINT OF CONNECTION TO EXISTING

KEYED NOTE

SCHEMATIC SYMBOLS

ABBREVIATIONSYMBOL DESCRIPTION

XX

STANDPIPE VALVE

INSPECTOR'S TEST CONNECTION (VERTICAL)DFP

D

FP INSPECTOR'S TEST CONNECTION (HORIZONTAL)

FP WET PIPE FIRE RISERFP

(E)FDC

FDC

FLOW SWITCH

FDC (E) EXISTING FIRE DEPARTMENT INLET CONNECTION

FIRE DEPARTMENT INLET CONNECTIONFDC

FLOW CONTROL VALVE

ATMOSPHERIC VACUUM BREAKER

PRESSURE STYLE VACUUM BREAKER

DIAPHRAGM (PROCESS SYSTEMS)

OS&Y VALVE

GATE VALVE

GLOBE VALVE

BUTTERFLY VALVE

BALL VALVE

CHECK VALVE

WATER PRESSURE REDUCING VALVE

PRESSURE RELIEF VALVE

TEMPERATURE AND PRESSURE RELIEF VALVE

VALVE IN VERTICAL

REDUCED PRESSURE BACKFLOW PREVENTER (RPBP)

DRAIN VALVE

FP ROOF MANIFOLD

AUTO BALL DRIP VALVE

OR OR

OR

ABBREVIATION DESCRIPTIONSYMBOL

VALVE SYMBOLS

ABBREVIATIONS

SYMBOL DESCRIPTION

NEW PENDANT STYLE SPRINKLER HEAD

FP

SP STANDPIPE; WETSP

FP FIRE PROTECTION; WET PIPE

ABBREVIATIONSYMBOL DESCRIPTION

PIPING SYMBOLS

FIRE PROTECTION-INTERIOR

ORDINARY GROUP 1 HAZARD

ORDINARY GROUP 2 HAZARD

OH1

OH2

DEMO PENDANT STYLE SPRINKLER HEAD

UPRIGHT STYLE SPRINKLER HEAD

DEMO UPRIGHT STYLE SPRINKLER HEAD

F.D.C.(E)FIRE DEPARTMENT INLET CONNECTION F.D.C.

REDUCED PRESSURE BACKFLOW PREVENTER

F.H.(E)F.H.

CONSTRUCTION

FIRE HYDRANT

VALVE WITH VALVE BOX

FIRE PROTECTION

POST INDICATOR VALVE

PIV PIV(E)

F F(E)

EXISTINGNEWDESCRIPTION

SITE UTILITY SYMBOLS

DRAWING NUMBER WHERE DETAILED

SECTION LETTER

DRAWING NUMBER WHERE DETAILED

DETAIL NUMBER

SECTION, ELEVATION, AND DETAIL SYMBOLS

FX-100

A

DRAWING NUMBER WHERE DETAILED

ELEVATION LETTER

GENERAL NOTES:

NOTE: NOT ALL ABBREVIATIONS AND

SYMBOLS APPLY TO THIS PROJECT.

1. ALL NEW PIPING FOR SPRINKLER HEADS SHALL BE HARD PIPED, NO FLEXIBLE CONNECTIONS ARE PERMISSIBLE.

2. ALL PIPING IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED IN FURRED CHASES OR SUSPENDED CEILINGS, UNLESS

OTHERWISE NOTED.

3. PROVIDE ACCESS PANELS OR DOORS IN INACCESSIBLE CEILINGS AND/OR CHASES FOR ALL VALVES. THEY SHALL BE FURNISHED UNDER DIVISION 23 AND INSTALLED UNDER THE ARCHITECTURAL SPECIFICATION. ACCESS DOOR RATING SHALL MATCH

CLASSIFICATION OF WALL AND CEILING FIRE RATING.

COORDINATE THE LOCATION OF SPRINKLER HEADS AND ACCESS DOORS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN(S).

4. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE RATED AND/OR SMOKE RATED WALLS AND ASSEMBLIES. ALL PIPE PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING MATERIAL.

5. CONTRACTOR SHALL COORDINATE ALL FIRE PROTECTION PIPING WITH DUCTWORK, PIPING, PLUMBING, STRUCTURAL AND ELECTRICAL SYSTEMS AND SHALL PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN EQUIPMENT ACCESS

AND SERVICEABILITY.

6. CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS, SLEEVES, AND HANGING DEVICES FOR INSTALLATION

PIPING.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MISCELLANEOUS ANGLES, CHANNELS, UNISTRUT, ETC., AS MAY BE REQUIRED TO ADEQUATELY SUPPORT FIRE PROTECTION PIPING AND EQUIPMENT IN A MANNER APPROVED BY THE

ARCHITECT, WHICH WILL NOT OVERLOAD THE BUILDING STRUCTURAL SYSTEM.

8. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT AND UNCLEAR SUBMITTALS WILL BE REJECTS AND MARKED AS "REVISE AND RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES ARE REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER FROM THE BASIS OF DESIGN CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES FOR AE.COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR SHALL PROVIDE INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS, PLACEMENT ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON THE ROUTE DRAWING. SAFETY PROTOCOLS FOR SUBJECT STATION SHALL BE REFLECTED ON EQUIPMENT CLEARANCES. PLATFORMS AND INTERFACE AREAS (FILTER, GAUGES, MONITORS, VALVES, ETC.)

SHALL HAVE PROPER CLEARANCE AS DEFINED BY THE MANUFACTURER, VA SAFETY PERSONNEL AND SERVICE PERSONNEL.

ACCESS POINTS OF USE SHALL BE CLEARLY IDENTIFIED ON THE DRAWINGS.

1. THE DEMOLITION DRAWINGS REFLECT INFORMATION ON EXISTING BUILDING SERVICES GATHERED BY SITE INSPECTION, DISCUSSIONS WITH MAINTENANCE PERSONNEL AND PREVIOUS CONSTRUCTION DRAWINGS. THE EXACT LOCATION, ARRANGEMENT, AND SIZES OF PIPE LINES IN THE EXISTING BUILDING MAY BE DIFFERENT FROM THAT SHOWN ON THESE

DRAWINGS.

2. THE CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF EXISTING BUILDING SERVICES FOR REMOVALS WITH OWNER

AUTHORIZED REPRESENTATIVE AND SHALL CONFORM TO THEIR REQUIREMENTS.

3. DISRUPTION OF NORMAL FACILITY ACTIVITIES ARE TO BE KEPT TO AN ABSOLUTE MINIMUM. DUST, DEBRIS, AND FUMES SHALL BE CONTROLLED SO AS NOT TO AFFECT THE HEALTH AND SAFETY OF OCCUPIED AREAS WITHIN THE FACILITY WHICH ARE OUTSIDE THE AREA OF WORK. COORDINATE WITH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE WITH REGARD TO ALL ACTIVITIES TO BE CONDUCTED OUTSIDE OF THE SUITE REMODEL AREA WHICH MAY AFFECT THE OPERATION OF THE FACILITY. THE CONTRACTOR SHALL PROVIDE TEMPORARY VENTILATION (MAINTAIN WORK ZONE AT NEGATIVE PRESSURE), FILTRATION, AIR PURIFIERS, DUST SCREENS, ETC. FOR ALL WORK AREAS AFFECTED BY DEMOLITION FOR NEW INSTALLATION TO MINIMIZE DUST

AND FUMES.

4. THE CONTRACTOR SHALL PRESENT AN AREA BY AREA WORK PLAN WELL IN ADVANCE TO THE ARCHITECT AND THE OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING WORK. THE WORK PLAN SHALL INCLUDE AN OUTLINE OF ALL ACTIVITIES OF ALL SUBCONTRACTORS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE TO ESTABLISH ACCEPTABLE ROUTING AND ACCESS FOR MATERIALS REQUIRED FOR THE NEW INSTALLATION.

5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, FURNITURE, AND ARCHITECTURAL. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT

PRIOR TO START OF WORK.

6. ALL NEW TO EXISTING PIPE CONNECTIONS SHALL BE FIELD VERIFIED PRIOR TO ORDERING AND FABRICATING NEW PIPING OR

FITTINGS.

GENERAL DEMO NOTES:

• CONTRACTOR SHALL REPLACE AND RELOCATE EXISTING FIRE SPRINKLER HEAD DROPS TO SERVE THE NEW SPRINKLERS AT THE

NEW LOCATIONS.

• WHERE REQUIRED, CONTRACTOR SHALL REPLACE EXISTING FIRE PROTECTION BRANCH PIPING TO SERVE THE NEW LOCATIONS.

• CONTRACTOR SHALL PROVIDE COMPLETE FIRE PROTECTION SYSTEM COORDINATION DRAWINGS TO ENSURE ALL REQUIRED

CLEARANCES ARE MAINTAINED AND THAT NO CONFLICTS EXIST WITH ANY OTHER MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS, OR STRUCTURAL SYSTEMS.

• CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH THE 2022 NFPA 13 FOR ALL SURROUNDING SPACES DURING AND AFTER

RENOVATION.

• FOR TELECOMMUNICATION ROOMS (TR), THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A NEW FIRE EXTINGUISHER CABINET WITH A TYPE 2A:10B:C FIRE EXTINGUISHER LOCATED NO GREATER THAN 75 FEET AWAY FROM THE NEW TR.

CONTRACTOR TO COORDINATE THE NEW LOCATION WITH THE COR.

FIRE PROTECTION SCOPE OF WORK:

DN DOWN

YH YARD HYDRANT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

BOTTOM OF PIPE

ELEVATION

FINISHED FLOOR ELEVATION

FEET

GALLONS PER MINUTE

HORSEPOWER

HEAD

INCHES

INVERT

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NORMALLY CLOSED

NORMALLY OPEN

OUTSIDE SCREW AND YOKE

PHASE

POUNDS PER SQUARE INCH GAUGE

STATIC PRESSURE

TYPICAL

YARD BOX

AFF

AFG

BOP

EL

FFE

FT

GPM

HP

HD

IN

INV

NA

NIC

No. # N.C.

N.O.

OS&Y

PSIG

SP

TYP

YB

PH

QUICK RESPONSE SPRINKLERQRS

NOT TO SCALENTS

CONTRACTING OFFICER'S REPRESENTATIVECOR

FIRE ALARM STROBE/HORN WALL MOUNTED

FIRE ALARM STROBE/HORN CEILING MOUNTED

HEAT/SMOKE DETECTORH

PIPE RING HANGER

TOLCO FIG. 200

BAR JOIST OR STEEL

MEMBER BY

STRUCTURAL

1" MIN.

1" MIN.

SPRINKLER PIPE PER

PLAN

ALL THREAD ROD

TOLCO FIG. 100

REVERSIBLE BEAM CLAMP

(TYPICAL)

TOLCO FIG. 65

RESTRAINING STRAP

(TYPICAL)

TOLCO FIG. 69/69R

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

PIPE PER PLAN PIPE RING HANGER

TOLCO FIG. 200

ALL THREAD ROD

TOLCO FIG. 100

USE 3/8" CONCRETE INSERT FOR

UP TO 4" PIPE

USE 1/2" CONCRETE INSERT FOR

6" AND 8" PIPE

INSERT SHALL BE PLACED WITHIN

THICKEST PORTION OF

CONCRETE DECKING, TYPICAL

CONCRETE

DECKING

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

INSERT IS NOT

PERMITTED WITHIN

DECKING VALLEY,

TYPICAL

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

PIPE CLAMP

FOR SWAY

BRACING

TOLCO FIG. 4A

SPRINKLER PIPE PER PLAN

STEEL PIPE

LATERAL

BRACE

NO-THREAD SWIVEL

SWAY BRACE

ATTACHMENT TYP.

TOLCO FIG. 909

SWAY BRACE

ATTACHMENT

TO STEEL

TOLCO FIG. 800

BAR JOIST OR STEEL

MEMBER BY STRUCTURAL

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

SWAY BRACE

ATTACHMENT

TOLCO FIG.

SPRINKLER PIPE PER

PLAN

STEEL PIPE

LATERAL

BRACE

NO-THREAD SWIVEL

SWAY BRACE

ATTACHMENT

TOLCO FIG. 909

SWAY BRACE

ATTACHMENT

TO STEEL

TOLCO FIG. 800

BAR JOIST OR STEEL

MEMBER BY STRUCTURAL

NO-THREAD SWIVEL

SWAY BRACE

ATTACHMENT TYP.

TOLCO FIG. 909

BASIS OF DESIGN IS TOLCO FIGURE

NUMBERS OR APPROVED EQUAL.

"FAST CLAMP" BRANCH LINE

RESTRAINT ATTACHMENT

TYP.

TOLCO FIG. 909

BAR JOIST OR STEEL

MEMBER BY STRUCTURAL

SPRINKLER PIPE PER

PLAN

STEEL PIPE

LATERAL

BRACE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

321 4 5 6 7 8 9 10

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

STAMP

B

IM

/6

-2

-7

E H

R M

I n fr a s tr u c tu re U p g ra d e s M a d is o n W

I/

-2

-7

.M a d .E

H R

M .M

E P

.G e n e ra l.

S h e e ts .r v t

/1

/2

:2

:0

P

M

01FX001

FIRE PROTECTION ABBREVIATIONS, SYMBOLS,

AND DETAILS

607-21-700

07/22/2022 M. Perkins G. Weaver

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

2500 Overlook Terrace, Madison, WI 53705

NTS

F2

WIDE FLANGE BEAM CLAMP

NTS

F4

DROP-IN ANCHOR

NTS

F5

LONGITUDINAL BRACE DETAIL

NTS

F7

LATERAL BRACE DETAIL

NTS

F9

4-WAY BRACE DETAIL

Revisions: Date:

07/22/202207 /22

H

01FX100

C6

01FX100

C3

TELECOM ROOM

DB2-202

01FX400B

D4

01FX400B

D1

01FX400A

E3

01FX400A

E6

OFFICE

DB1-202A

90 SF

TELECOM ROOM

CB1-024

165 SF

01FX400B

C6

TELECOM ROOM

DB1-254

168 SF

01FX400B

F6

TELECOM ROOM

DB2-202

99 SF

CORRIDOR

DB2-250

WAITING ROOM

DB2-203

7' - 6"

6' - 8"

5' - 1"

EXISTING RESTROOM

DB2-202

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

321 4 5 6 7 8 9 10

GENERAL NOTES

KEY PLAN

KEYNOTES

A-WING

D-WING

TRIPLE C - The A/E Group

4625 Lindell Blvd., 2nd Floor, 2064

St. Louis, MO 63108

MAT PERKINS

314-372-0067

C-WING

B-WING

STAMP

B

IM

/6

-2

-7

E

H R

M I n fr a s tr u c tu re U p g ra d e s M a d is o n

W I/

-2

-7

.M a d .E

H R

M .M

E P

.B

.r v t

/2

/2

:2

:4

P

M

01FX100

FIRE PROTECTION PLANS - SUB-BASEMENT &

BASEMENT LEVEL

607-21-700

07/22/2022 M. Perkins G. Weaver

ISSUED FOR

CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

2500 Overlook Terrace, Madison, WI 53705

CONTRACTOR SHALL PROVIDE THE FOLLOWING PRIOR TO

COMMENCEMENT OF WORK FOR REVIEW AND APPROVAL:

A. SHOP DRAWING IDENTIFYING MAIN PIPE SIZES AND LOCATIONS,

LOCATION OF PIPE BRACING, HANGERS AND SPRINKLER HEADS

AND DETAILS

B. CUT SHEETS AND SUBMITTAL FOR ALL PIPING, FITTINGS,

SPRINKLER HEADS, HANGERS AND SUPPORT ATTACHMENTS

A. EXISTING CONDITIONS ARE BASED ON EXISTING PLANS AND FIELD VERIFICATION

WHERE FEASIBLE. ACTUAL CONDITIONS MAY DIFFER FROM THOSE INDICATED.

CONTRACTOR SHALL FIELD VERIFY IN ADVANCE THE LOCATION AND CONDITION

OF THE EXISTING SYSTEMS SHOWN TO BE MODIFIED OR REMOVED.

CONTRACTOR TO NOTIFY ARCHITECT SHOULD CONDITIONS BE FOUND TO DIFFER

SIGNIFICANTLY FROM THE CONSTRUCTION DOCUMENTS.

B. A DETAILED SCHEDULE, INCLUDING PROJECTED SERVICE INTERRUPTION DATES

WITH DURATIONS, AND DETAILED PHASING PLAN IS TO BE PROVIDED TO THE COR

PRIOR TO THE START OF WORK. THIS SUBMITTAL MUST BE ACCEPTED BY THE

COR PRIOR TO THE START OF WORK.

C. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONAL DATA, CEILING

HEIGHTS, AND SQUARE FOOTAGE.

D. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING OWNER AND

OTHER TRADES PRIOR TO CONSTRUCTION.

E. ALL PIPING TO BE ROUTED WITHIN CEILING SPACE OR CONCEALED IN FURRED

CHASES UNLESS NOTED OTHERWISE.

F. ALL AREAS ARE DESIGNED AS LIGHT HAZARD GROUP OCCUPANCY UNLESS

NOTED OTHERWISE ON PLAN. TELECOMMUNICATION ROOMS SHARING SPACE

WITH AN ELECTRICAL CLOSET SHALL BE CLASSIFIED AS ORDINARY HAZARD

GROUP 1.

G. ALL SPRINKLERS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2022

NFPA 13.

H. ALL MATERIALS, DEVICES, HANGERS AND SUPPORTS SHALL BE NEW AND UL

LISTED FOR USE IN FIRE PROTECTION SYSTEMS.

I. ALL NEW SPRINKLERS SHALL BE PROVIDED WITH NEW ESCUTCHEONS TO MATCH

EXISTING BUILDING STANDARDS.

J. INSTALL QUICK RESPONSE SPRINKLERS (QRS) IN ALL AREAS, EXCEPT WHERE

SPECIFICALLY PROHIBITED AS DEFINED BY 2022 NFPA 13.

K. PIPING TO BE SCHEDULE 40 BLACK STEEL WITH CAST IRON FITTINGS.

L. ANY FLOOR, WALL, OR CEILING CUTTING OR FILLING THAT IS REQUIRED TO

COMPLETE THIS PROJECT, THE CONTRACTOR SHALL PATCH AND PAINT AND

RETURN TO MATCH EXISTING CONDITIONS AND FINISHES.

M. CONTRACTOR TO PROVIDE GALVANIC PROTECTION AS REQUIRED AT

CONNECTIONS BETWEEN ALL DISSIMILAR METALS.

N. CONTRACTOR TO VALIDATE AND VERIFY ALL FIRE RATED AND/OR SMOKE RATED

WALLS AND ASSEMBLIES INDICATED ON PLANS IN WORK AREA. PROVIDE ALL

PIPING PENETRATIONS OF FIRE, SMOKE AND FULL HEIGHT WALLS SHALL BE

CAULKED AIRTIGHT TO THE ADJACENT STRUCTURE BY MEANS OF U.L. APPROVED

FIRE PROOF CAULKING MATERIAL.

O. ALL NEW PIPES TO BE CLEANED AND TESTED PRIOR TO COMMISSIONING.

P. THE SPRINKLER CONTRACTOR SHALL COORDINATE AND PERFORM ALL FIRE

PROTECTION WORK IN ACCORDANCE WITH VA REQUIREMENTS TO ENSURE THAT

CONTINUOUS SPRINKLER COVERAGE IS PROVIDED THROUGHOUT THE PROJECT.

THE SPRINKLER CONTRACTOR SHALL COORDINATE ALL FIRE PROTECTION

SYSTEM SHUTDOWNS, INCLUDING POINTS OF TIE IN, ETC. WITH THE VA PRIOR TO

PERFORMING WORK.

SPRINKLER HEAD LEGEND

SYM.

DEMO

TYPE

QUICK

RESPONSE

TEMP "K"

DEMO

QUANTITY

PENDENT

YES 175F 5.6UPRIGHT

YES 155F 5.6

NOTE: LEGEND INFORMATION IS SPECIFIC TO THIS SHEET ONLY

NEW

QUANTITY

SYM.

NEW

1. EXISTING SPRINKLER HEAD IN THIS LOCATION TO REMAIN, PROTECT IN PLACE.

INSTALL NEW PROTECTIVE HEAD CAGE.

2. EXISTING PENDENT SPRINKLER HEAD IN THIS LOCATION TO BE REMOVED AND

REPLACED WITH NEW UPRIGHT SPRINKLER HEAD WITH PROTECTIVE HEAD

CAGE. INSTALL SPRINKLER HEAD AND HANGERS IN ACCORDANCE WITH THE

2022 NFPA 13. SEE SHEET FX001 FOR ADDITIONAL INFORMATION.

3. NEW UPRIGHT SPRINKLER HEAD WITH PROTECTIVE HEAD CAGE. CONNECT

PIPING TO NEAREST BRANCH LINE. INSTALL SPRINKLER HEAD AND HANGERS IN

ACCORDANCE WITH THE 2022 NFPA 13. SEE SHEET FX001 FOR ADDITIONAL

INFORMATION.

4. NEW HEAT/SMOKE DETECTOR AND FIRE ALARM STROBE/HORN, MOUNT AND

SUPPORT FROM DECK ABOVE. COORDINATE LOCATION WITH ALL OTHER

TRADES AND EXISTING CONDITIONS.

5. CONTRACTOR TO VERIFY EXISTING SPRINKLER HEADS AND PIPING TO BE

MODIFIED PRIOR TO COMMENCING CONSTRUCTION.

6. EXISTING UPRIGHT SPRINKLER HEAD IN THIS LOCATION TO BE REMOVED AND

REPLACED WITH NEW UPRIGHT SPRINKLER HEAD WITH PROTECTIVE HEAD

CAGE. INSTALL SPRINKLER HEAD AND HANGERS IN ACCORDANCE WITH THE

2022 NFPA 13. SEE SHEET FX001 FOR ADDITIONAL INFORMATION.

7. EXISTING PENDENT SPRINKLER HEAD IN THIS LOCATION TO BE REMOVED AND

REPLACED IN NEW LOCATION WITH NEW UPRIGHT SPRINKLER HEAD WITH

PROTECTIVE HEAD CAGE. INSTALL SPRINKLER HEAD AND HANGERS IN

ACCORDANCE WITH THE 2022 NFPA 13. SEE SHEET FX001 FOR ADDITIONAL

INFORMATION.

8. NEW PENDENT SPRINKLER HEAD. CONNECT PIPING TO NEAREST BRANCH LINE.

INSTALL SPRINKLER HEAD AND HANGERS IN ACCORDANCE WITH THE 2022 NFPA

13. SEE SHEET FX001 FOR ADDITIONAL INFORMATION.

9. EXISTING UPRIGHT SPRINKLER HEAD IN THIS LOCATION TO BE REMOVED AND

REPLACED IN NEW LOCATION WITH NEW PENDENT SPRINKLER HEAD. INSTALL

SPRINKLER HEAD AND HANGERS IN ACCORDANCE WITH THE 2022 NFPA 13. SEE

FX001 FOR ADDITIONAL INFORMATION.

10. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH THE 2022

NFPA 13 FOR SURROUNDING SPACES DURING AND AFTER RENOVATION.

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SPRINKLER HEAD

LOCATIONS AND PIPING TO BE MODIFIED BY THE RENOVATION PRIOR TO

COMMENCING WORK.

11. EXISTING PENDENT SPRINKLER HEAD IN THIS LOCATION TO BE REMOVED AND

REPLACED IN NEW LOCATION WITH NEW PENDENT SPRINKLER HEAD. INSTALL

SPRINKLER HEAD AND HANGERS IN ACCORDANCE WITH THE 2022 NFPA 13. SEE

FX001 FOR ADDITIONAL INFORMATION.

12. EXISTING UPRIGHT SPRINKLER HEAD IN THIS LOCATION TO BE REMOVED AND

REPLACED IN NEW LOCATION WITH NEW UPRIGHT SPRINKLER HEAD. INSTALL

SPRINKLER HEAD AND HANGERS IN ACCORDANCE WITH THE 2022 NFPA 13. SEE

FX001 FOR ADDITIONAL INFORMATION.

13. EXISTING UPRIGHT SPRINKLER HEAD IN THIS LOCATION TO BE REMOVED AND

REPLACED NEW PENDENT SPRINKLER HEAD. INSTALL SPRINKLER HEAD AND

HANGERS IN ACCORDANCE WITH THE 2022 NFPA 13. SEE FX001 FOR ADDITIONAL

INFORMATION.

SCALE: 1" = 30'-0"

C1

FIRE PROTECTION PLANS -

SUB-BASEMENT

SCALE: 1" = 30'-0"

F2

FIRE PROTECTION PLAN - BASEMENT

LEVEL

SCALE: 1/2" = 1'-0"

C3

FIRE PROTECTION ENLARGED PLAN

-SUBBASEMENT LEVEL - ROOM

DB2-202 - DEMO

SCALE: 1/2" = 1'-0"

C6

FIRE PROTECTION ENLARGED PLAN

-SUBBASEMENT LEVEL - ROOM

DB2-202 - NEW

NOTE: NOT ALL KEYNOTES ARE

USED ON EACH SHEET

Revisions: Date:

07/22/202207 /22

DN

H

01FX401

F4

01FX401

C4

01FX101

C7

01FX101

C5

TELECOM ROOM

G3

106 SF

TELECOM ROOM

DG223

179 SF

01FX101

C1

TELECOM ROOM

BG000

191 SF

PHONE DATA SERVER

FG645

139 SF

01FX401

F7

01FX401

C7

TELECOM ROOM

G3

106 SF

/2

E

X T

'G V

.I.

F

2' - 8 1/2"

EXT'G V.I.F.

7' - 6"

EXISTING TELEPHONE CLOSET

G3

TELECOM ROOM

BG000

191 SF

3' - 6"11' - 9"3' - 6"

3 4

CONFERENCE ROOM

B93

/2

/2

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

CONSULT…