36C25218B1095-0001001.pdf

A.D.A. ACCESSIBLE

ACOUSTICAL

ACOUSTICAL CEILING TILE

ADJUSTABLE

ABOVE FINISHED FLOOR

ALTERNATE

ANESTHESIA

APPROXIMATE

ARCHITECTURAL

AUTOMATIC

BUILDING

BLOCKING

BOTTOM

CABINET

CERAMIC

CORNER GUARD (NUMBER/TYPE)

CABINET HEATER

CONTROL JOINT

CENTERLINE

CEILING

CONCRETE MASONRY UNIT

COLCOLUMN

CONCRETE

CONTINUOUS

CORRIDOR

CHAIR RAIL (NUMBER/TYPE)

CLINIC SINK

CENTER

CUBICLE

DOUBLE

DEPARTMENT

DRINKING FOUNTAIN

DIAMETER

DICTATION

DIMENSION

DOWNSPOUT

DUMBWAITER

DRAWING

EACH

ELEVATION

ELECTRICAL

ELEVATOR

EMERGENCY

ELECTRICAL PANEL

EMERGENCY EXIT PUSH BUTTON

EQUAL

CETERA

ELECTRIC WATER COOLER

EXISTING

EXPANSION

EXTERIOR

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH

FLASHING

FLOOR

FLUOROSCOPY

FINISHED OPENING

FRAME

FEET OR FOOT

FOOTING

GAUGE

GALVANIZED

GRAB BAR

GENERAL CONTRACTOR

GYPSUM BOARD

HOSE CABINET

HEADER

HOLLOW METAL

HORIZONTAL

HOUR

HAND RAIL (NUMBER/TYPE)

HOUSEKEEPING

HSSHOLLOW STRUCTURAL STEEL

HEIGHT

HOLE THROUGH ROOF

HEATING, VENTILATING, AND CONDITIONING

INSIDE DIAMETER

INSULATION

INTERIOR

JOINT

KITCHEN

KEY PAD

LAVATORY

LABORATORY

LAMINATE

POUND(S)

LOCKER

LIGHT

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

METAL

NOT IN CONTRACT

NUMBER(S)

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OFFICE

OPPENING

OPPOSITE

PARTITION

PUSH BUTTON (NUMBER/TYPE)

PROXIMITY CARD READER

PLATE

PLASTIC LAMINATE

PLASTER

PLUMBING

PAIR

RISER

RADIUS

ROOF DRAIN

REFRIGERATOR

REINFORCED

REQUIRED

ROOM(S)

ROUGH OPENING

SINK

SCHEDULE

SQUARE FEET

SHOWER

SIMILAR

SPECIFICATION

SQUARE

SCRUB SINK

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STRUCTURAL

SUPPORT

SYMMETRICAL

TREAD

TOP OF

TELEPHONE

TERRAZZO

TOILET

TRACK

(PNEUMATIC) TUBE STATION

TYPICAL

UNDER COUNTER OR UNDER CABINET

VALVE CABINET

VINYL COMPOSITION TILE

VERIFY

VERTICAL

VESTIBULE

VENT STACK

VINYL WALL COVERING

WITH

WAINSCOT

WATER CLOSET

WEIGHT

(A)

ACOUS

ACT

ADJ

AFF

ALT

ANES

APPROX

ARCH

AUTO

BLDG

BLKG

BOTT

CAB

CER

CG(#)

CH

CJ

CL

CLG

CMU

COL

CONC

CONT

CORR

CR(#)

CS

CTR

CUB

DBL

DEPT

DF

DIA

DICT

DIM

DS

DUMB

DWG

EA

EL

ELEC

ELEV

EMER

EP

EPB

EQ

ETCET

EWC

EXIST

EXP

EXT

FD

FDN

FE

FEC

FIN

FLASH

FLR

FLUOR

FO

FR

FT

FTG

GA

GALV

GB

GC

GYP

HC

HDR

HM

HOR

HR

HR(#)

HSKP

HSS

HT

HTR

HVAC

ID

INSUL

INT

JT

KIT

KP

L

LAB

LAM

LB(S)

LKR

LT

MAX

MECH

MFGR

MIN

MISC

MO

MTL

NIC

NO(S)

NOM

NTS

OC

OD

OFF

OPG

OPP

PART

PB(#)

PCR

PL

PLAM

PLAS

PLBG

PR

R

RAD

RD

REF

REINF

REQ

RM(S)

RO

S

SCHED

SF

SH

SIM

SPEC

SQ

SS

ST STL

STD

STL

STOR

STRUC

SUPP

SYM

T T/

TELE

TERR

TLT

TRK

TS

TYP

UC

VC

VCT

VER

VERT

VEST

VS

VWC

W/

WAINS

WC

WT

MATERIALS

ACOUSTICAL

CEILING TILE PARTICLE BOARD

BATT INSULATION /

SOUND ATTENUATION

PLASTER /

MORTAR

PLYWOOD

PRECAST CONCRETE

PREFORMED WALL PANEL

BITMINOUS PAVING

CARPET

CONCRETE

CONCRETE BLOCK RIGID INSULATION

CUT STONE

EXISTING

CONSTRUCTION

BRICK

GYPSUM BOARD

MARBLE/TRAVERTINE

STEEL

STRUCTURAL

GLAZED TILE

TERRAZZO

CONTINUOUS

WOOD BLOCKING

WOOD TRIM

WOOD SHIMMETAL STUD PARTITION

SINGLE LAYER

GRAVELMETAL STUD PARTITION

DOUBLE LAYER

OPENING NUMBER

OPENING WIDTH

OPENING NUMBER

BORROWED LITE /

PASS THRU

BL/PT

SECTION NUMBER

SHEET NUMBER

36"

SYMBOLS

PARTITION TYPE

WINDOW TYPE

NEW DOOR

NEW ELEVATION

LOCATION OF CEILING

MOUNTED EQUIPMENT

SUPPORT ABOVE

A.D.A. ACCESSIBLE(A)

KEYED NOTE

CORNER GUARD

EXISTING DOOR

EXISTING ELEVATION

EXISTING

CONSTRUCTION

TO BE REMOVED

(SHORT DASHES)

EQUIPMENT IN

SEPARATE CONTRACT

E

WALL

CEILING HEIGHT

PARENTHESIS INDICATES

EXISTING CEILING HEIGHT

CEILING TYPE/FINISH

CEILING MATERIAL

FINISH TYPE

ROOM

CEILING HEIGHT

PARENTHESIS INDICATES

EXISTING CEILING HEIGHT

8'-0"

8'-0"

A1

A101

DETAIL NUMBER

SHEET NUMBER

S3A

A1

A101

A1

A101

ELEVATION NUMBER

SHEET NUMBER

ROOM NAME

ROOM NAME

VIEW TITLE

SCALE

A7

VIEW NUMBER

ON SHEET

NEW COLUMN GRID

EXISTING COLUMN GRID

1. VERIFY ALL DIMENSIONS RELATING NEW CONSTRUCTION TO EXISTING CONSTRUCTION.

2. EXISTING FLOOR STRUCTURE IS A BEAM AND JOIST SLAB WITH 2" TOPPING, 2 1/2" SLAB, AND 8" CONCRETE JOISTS.

FROM BASEMENT FLOOR TO UNDERSIDE OF STRUCTURE ABOVE IS APPROXIMATELY 11'-11 1/2" (VERIFY).

3. UNLESS NOTED OTHERWISE, DIMENSIONS ON PLANS LOCATING INTERIOR PARTITIONS ARE TO FACE OF CONCRETE BLOCK, OR FACE OF OUTER LAYER OF GYPSUM BOARD. DIMENSIONS IGNORE APPLIED CERAMIC TILE.

4. GENERAL TRADE SHALL PATCH HOLES IN SLABS, PARTITIONS, AND CEILINGS CAUSED BY ANY TRADE AS FOLLOWS:

A. AT REMOVED DUCTWORK, CONDUIT, AND PIPING

B. AT NEW DUCTWORK, CONDUIT AND PIPING IN EXISTING PARTITIONS

C. AT ADDED OR REMOVED PARTITION MOUNTED ITEMS

5. WHERE EXPOSED TO VIEW, PATCHED SURFACES SHALL MATCH ADJACENT FINISHES. WORK SHALL MAINTAIN

EXISTING SEPARATION RATINGS.

6. GENERAL TRADE SHALL REMOVE ACOUSTICAL TILE AND GYPSUM BOARD WHERE REQUIRED FOR MECHANICAL OR ELECTRICAL TRADES. REINSTALL ACOUSTICAL TILE AND PATCH GYPSUM BOARD WHEN WORK ABOVE CEILING HAS

BEEN COMPLETED.

7. UNLESS DIMENSIONED OTHERWISE, LOCATE DOOR FRAMES AS FOLLOWS:

A. FROM PARTITION PERPENDICULAR TO DOOR, TO HINGE PLATE ON DOOR FRAME: 4"

B. CROSS CORRIDOR DOUBLE DOORS: CENTER IN CORRIDOR

C. DOUBLE EGRESS DOORS: CENTER IN CORRIDOR

8. CONSTRUCTION IN SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT IS CURRENTLY IN PROGRESS.

ACTUAL EXISTING CONDITIONS MAY VARY FROM CONDITIONS INDICATED ON THESE DRAWINGS.

9. SEE SPECIFICATION SECTION 01 35 26 FOR INFECTION CONTROL. SEE SPECIFICATION SECTION 01 00 00 FOR PHASING

AND WORK TIME LIMITATIONS.

10. WHERE MASONRY PARTITIONS ARE REMOVED RESULTING IN A VOID, TOPPING SHALL BE PATCHED WITH CONCRETE.

SEE NEW ROOM FINISH SCHEDULE AND REFER TO THE FOLLOWING FOR ADDTIONAL REQUIREMENTS:

A. TOPPING INFILL, SEE

B. WHERE PROJECT CONSTRUCTION SCHEDULING DOES NOT ALLOW CONCRETE TOPPING TO CURE TO MOISTURE LEVELS REQUIRED BY FLOORING MATERIAL INSTALLATION GUIDELINES, UTILIZE CEMENTITIOUS CAST

UNDERLAYMENT AT TOPPING INFILLS.

11. CONCRETE TOPPING SHALL BE POURED PRIOR TO ERECTING PARTITIONS. SEE NEW FINISH SCHEDULE AND

DETAIL FOR TOPPING DEPRESSION REQUIREMENTS

12. FOR FLOOR TRANSITION DETAILS, SEE

13. PROVIDE BLOCKING FOR ALL PARTITION MOUNTED ITEMS INCLUDING THOSE SHOWN ON THESE DRAWINGS TO BE

PROVIDED UNDER SEPARATE CONTRACT, SEE

14. CORNER GUARDS INDICATED THUS (CG, CG1, CG2) ON FLOOR PLANS, ARE TO BE SURFACE MOUNTED. FROM TOP OF

BASE TO CEILING. UNLESS NOTED OTHERWISE IN ROOM ELEVATIONS OR PLANS.

15. HANDRAILS INDICATED THUS (HR) ON FLOOR PLANS, SHALL BE AS SPECIFIED AND INSTALLED AT 2'-10" TO THE TOP OF HANDRAIL. PROVIDE BLOCKING IN NEW METAL STUD PARTITIONS AT ALL HANDRAILS. TERMINATE HANDRAILS WITHIN

2" OF ALL DOOR FRAMES, CORNERS, AND CORNER GUARDS.

16. FOR MOUNTING HEIGHTS AND LOCATIONS OF DEVICES PROVIDED BY OTHER TRADES, SEE

17. UNLESS OTHERWISE NOTED, EXTEND ROOM FINISHES AT CASEWORK AS FOLLOWS:

A. EXTEND FLOOR FINISH UNDER CASEWORK (EXCEPT AT CARPET AND INTEGRAL BASES).

B. EXTEND CERAMIC TILE (BOTH FULL HEIGHT & WAINSCOT) BEHIND CASEWORK (WALLCOVERING IS NOT REQUIRED

BEHIND CASEWORK.)

C. IT IS THE INTENT THAT ALL SURFACES CONCEALED BY CASEWORK BE FINISHED IN THE SAME MANNER AS THE ROOM. ONCE CASEWORK IS IN PLACE, INSTALL ADDITIONAL BASE MATERIAL TO BASE UNIT. MATERIAL SHALL

MATCH ROOM BASE UNLESS NOTED OTHERWISE ON CASEWORK ELEVATIONS.

18. PROVIDE SELF LEVELING UNDERLAYMENT WHERE RESILIENT FLOORING IS SCHEDULED. PREPARE EXISTING

FLOORING AS REQUIRED FOR SELF LEVELER.

19. WHERE MECHANICAL EQUIPMENT DOES NOT ALLOW STUDS TO EXTEND TO STRUCTURE, PROVIDE STRUCTURAL METAL STUD BOX HEADER BENEATH ALL EQUIPMENT. BOX HEADER SHALL BE CONSTRUCTED OF (2) STRUCTURAL STUDS LAID ON THEIR BACK SIDE UTILIZING THE SAME DIMENSION STUDS AS THE WALL BE CONSTRUCTED (IE, 3 5/8").

OPENINGS BETWEEN 8'-0" AND 12'-0" SHALL UTILIZE .0451 THICKNESS STUDS. OPENINGS LESS THAN 8'-0" SHALL

UTILIZE .0346 THICKNESS STUDS.

20. UNLESS NOTED OTHERWISE, CASEWORK ON A400 SERIES SHEETS IS PLASTIC LAMINATE. FOR CASEWORK LEGEND

SEE SHEET A701B

21. DOOR ELEVATIONS SHOWN IN ROOM ELEVATIONS ARE SYMBOLIC REPRESENTATIONS ONLY AND DO NOT REFLECT

SCHEDULED DOOR ELEVATIONS. SEE DOOR SCHEDULE FOR ACTUAL DOOR PANEL ELEVATION.

22. REMOVE SURFACE MOUNTED ELECTRICAL BOXES/CONDUIT/FIXTURES AT WALLS WITHIN SCOPE.

F6

A501B

F9

A501B

F7

A501B

E9

A501B

/B5 A601B

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

UPGRADE AHU 09 & LOCKER ROOM

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

BID DOCUMENTS

FULLY SPRINKLERED

Comm. Number: 5700.05

OCTOBER 8, 2018

585-17-111

U.S. Department of Veterans Affairs

C U s e rs \j p o g ra n t\ D o c u m e n ts

\O G

J M

C

C E

N T

R A

L A

R C

H jp o g ra n t.

rv t

/1

/2

:5

:0

P M

Checker Author

G001B

COVER SHEET

DWG. 1 OF 28

GENERAL

1 G001B COVER SHEET

ARCHITECTURAL

2 AD101B BASEMENT FLOOR - DEMOLITION PLAN

3 A101B BASEMENT FLOOR - NEW WORK PLAN

4 AR101B BASEMENT - REFLECTED CEILING PLAN

5 A401B ENLARGED PLANS AND ELEVATIONS

6 A501B MISCELLANEOUS DETAILS

7 A601B SCHEDULES AND DETAILS

8 A701B CASEWORK DETAILS

INTERIORS

9 I001B EXISTING AND NEW ROOM FINISH SCHEDULE

10 I101B INTERIOR FLOOR AND WALL SPECIAL PLANS

FIRE PROTECTION

11 F101B BASEMENT FLOOR FIRE PROTECTION PLANS

PLUMBING

12 PL101B BASEMENT FLOOR SANITARY PIPING PLANS

13 PP101B BASEMENT FLOOR WATER PIPING PLAN

14 PK601B DIAGRAMS AND DETAILS

HVAC

15 MD101B BASEMENT FLOOR PLAN - DEMOLITION

16 MH101B BASEMENT FLOOR PLAN - NEW WORK

17 MK501B DETAILS

18 MK502B DETAILS

19 MJ601B SCHEDULES

20 MJ602B SCHEDULES

ELECTRICAL

21 E001B ELECTRICAL SYMBOLS AND ABBREVIATIONS

22 ED101B BASEMENT DEMOLITION PLAN

23 EL101B BASEMENT LIGHTING PLAN

24 EP101B BASEMENT POWER PLAN

25 ET101B BASEMENT TELECOMMUNICATIONS PLAN

26 EY101B BASEMENT AUXILIARY SYSTEMS PLAN

27 FA101B BASEMENT FIRE ALARM PLAN

28 EK600B SCHEDULES

UPGRADE AHU 09 & LOCKER ROOM, OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

BID DOCUMENTS

OCTOBER 8, 2018

SHEET INDEX

DIRECTOR

ASSOCIATE DIRECTOR

ASSOCIATE DIRECTOR FOR N&PCS

CHIEF OF POLICE

CHIEF OF ENGINEERING

SAFETY MANAGER

INFECTION CONTROL NURSE

PATIENT SAFETY

AFGE

ENERGY ENGINEER

PRIVACY OFFICER

CLC SUPERVISOR

HOUSEKEEPING/NESS

OI&T

BIO-MED

INDUSTRIAL HYGIENIST

LOGISTICS

PHARMACY

APPROVALSABBREVIATIONSMATERIALS AND SYMBOLSGENERAL NOTES

Revisions: Date:

50% DESIGN SUBMITTAL 05/03/2018

BID DOCUMENTS 10/08/2018

E

E.5

F

G

H

J

K

L

M

N

O

P

S

22 24

30 31

Q

SHOWER

B226C

TOILET

B226B

LOCKER

B226A

LOUNGE

B226

MECH.

B224A

MECH.

B224C

ELEVATOR

LOBBY

B224

LAUNDRY

CHUTE

B230

STORAGE

LOGISTICS

B231

ETO

B291C MECH.

B231B

MECH.

B227

MECH.

B295A

DECONT.

B295

LOCKERS

B297

CORRIDOR

B299C-1

NON-EXP.

EQUIP.

B298A

WAREHOUSE

STORAGE

B298

DATA &

PHONE

B296

CORRIDOR

B299D-1

STOCK/

BREAKOUT

B287

PREPARATION

PACKAGING

B291B

ELECT.

B269

EMERG.

ELECT.

B267

SUPPLIES

B291

MECH.

B231A

CORRIDOR

B299B-1

SHAFT

STAIR 3

A

B

B

B

B

B B

B

PASSAGE

B299D-2

D

E

C

F

F

L

LL

G

K

B

B

B

B

H

J

N

M

L

P

V E

R

IF

Y

/2

R

R

Q

Q

Q

DEMOLITION NOTES

GENERAL DEMOLITION NOTES:

1. REMOVE ALL PARTITIONS, DOORS, FRAMES, PLUMBING FIXTURES,

EQUIPMENT, AND CASEWORK IN THEIR ENTIRETY SHOWN DASHED

ON THIS PLAN. COORDINATE WITH OWNER ITEMS TO BE SALVAGED.

2. REMOVE ALL SUSPENDED ACOUSTICAL TILE AND PLASTER CEILINGS

FROM ROOMS WITH NEW CEILINGS SCHEDULED (SEE REFLECTED

CEILING PLAN FOR LOCATIONS OF NEW CEILINGS). REMOVE CEILING

GRID, HANGER WIRES, FURRING CHANNELS, ETC., ALL AS REQUIRED

FOR FULL ACCESS TO STRUCTURE ABOVE AND TO CONFIRM

CONTINUITY OF ALL PARTITIONS TO REMAIN.

3. WHERE EXISTING CONSTRUCTION IS SCHEDULED TO REMAIN,

REPAIR/ PATCH OPENINGS (I.E. AFTER REMOVAL OF ADJACENT

WALLS, OUTLETS, GASES, LIGHTING FIXTURES, HANDRAILS,

GUARDRAILS, WALL PROTECTION, ETC.) IN WALLS, CEILINGS, AND

FLOORS THAT ARE NOT SCHEDULED TO RECEIVE NEW FINISHES,

PROVIDE SMOOTH AND INVISIBLE TRANSITIONS. MAINTAIN EXISTING

CODE AND FIRE RATING REQUIREMENTS.

4. WHERE EXISTING PARTITIONS ARE SHOWN TO REMAIN, THE

EXISTING PARTITION GYPSUM BOARD/PLASTER HEIGHT MAY NOT

EXTEND TO NEW SOFFIT/CEILING HEIGHT. EXTEND GYPSUM

BOARD/PLASTER AS REQUIRED TO ACCOMODATE NEW

SOFFIT/CEILING HEIGHT.

5. REMOVE OR PREP EXISTING FINISHES WHERE NEW FINISHES ARE

SCHEDULED IN THE NEW FINISH SCHEDULE.

6. UNLESS NOTED OTHERWISE, EXISTING PARTITIONS ARE

CONSTRUCTED OF CLAY TILE AND/OR GYPSUM BLOCK WITH 5/8"

PLASTER BOTH SIDES. PARTITIONS WERE CONSTRUCTED PRIOR TO

INSTALLATION OF 2" CONCRETE OR TERRAZZO TOPPING. TOPPING IS

UNBONDED WITH ISOLATION MEMBRANE.

7. REMOVE 3" TOPPING TO STRUCTURAL SLAB (IN AREAS SHOWN AS

THUS ) FOR INSTALLATION OF NEW TERRAZZO OR CERAMIC

MOSAIC TILE.

8. WHERE DEMOLITION OF CHASES OCCUR AND THE

PIPES/MECHANICAL PENETRATIONS IN THE CHASE ARE TO REMAIN.

A. CONFIRM THAT THE PIPES HAVE CONCRETE INFILLED AROUND

THEM FOR REQUIRED FIRE RATING. IF OPENING AROUND PIPES

EXIST, INFILL OPENING AROUND PIPES WITH CONCRETE TO

ACHIEVE REQUIRED RATING. [SEE: SLAB INFILL DETAILS]

B. FIRESTOP PIPES THROUGH FLOOR ABOVE AS REQUIRED TO

ACHIEVE TWO HOUR FIRE RATING.

9. REMOVE FLOOR TILE TO STRUCTURAL SLAB. INFILL TOPPING AS

REQUIRED FOR NEW FLOOR FINISH.

10. WHERE FLOOR OR WALL TILE IS SCHEDULED IN NEW FINISH

SCHEDULE, REMOVE FLOOR TOPPING AND WALL FINISHES AS

REQUIRED TO PROVIDE INSTALLATION METHOD. DETAILS INDICATED

IN SPECIFIED TCNA SYSTEM.

11. WHERE ADJACENT PARTITIONS AT COLUMNS ARE SCHEDULED TO

BE REMOVED, REMOVE FINISHES AT COLUMNS DOWN TO

STRUCTURE.

DEMOLITION KEYED NOTES:

A DEMO EXISTING TUNNEL ACCESS. REFER TO FLOOR PLAN FOR

NEW LOCATION.

B

C REMOVE CERAMIC TILE FLOOR TO STRUCTURAL SLAB. INFILL WITH

TOPPING AS REQUIRED FOR NEW FINISH.

D

DOOR, FRAME, AND HARDWARE TO BE REMOVED. TURN

HARDWARE OVER TO OWNER.

E

EXISTING LAUNDRY CHUTE TO REMAIN. PROVIDE NEW RATED

DOOR AS REQUIRED FOR UPDATED CONFIGURATION.

RELOCATE EXISTING LAUNDRY CHUTE ALARM.

F REMOVE VINYL COMPOSITION TILE IN THIS ENTIRE AREA. PREP

FOR SHOT-BLASTING AND CLEAR SEALANT.

G REMOVE EXISTING WINDOW SILL, JAMB, AND HEAD TRIM.

H REMOVE WALL ABOVE DOOR TO HEIGHT REQUIRED TO ALLOW FOR

BULKHEAD. COORDINATE WITH ARCHITECT PRIOR TO WALL

REMOVAL. SEE

J MODIFY EXISTING VINYL COMPOSITION TILE TO EXTEND TO CENTERLINE

OF DOORS.

K REMOVE CONCRETE LOCKER BASE AS REQUIRED TO ACCOMODATE

NEW CONSTRUCTION.

L EXISTING VINYL COMPOSITION FLOORING TO REMAIN IN THIS AREA.

M DEMO FOR NEW TUNNEL ACCESS.

N EXISTING TUNNEL ACCESS.

P REMOVE EXISTING WALL AS REQUIRED TO ACCOMODATE

EQUIPMENT REMOVAL AND REPLACEMENT

/F4 AR101B

Q EXISTING ASBESTOS ABATEMENT INFORMATION PROVIDED BY

OWNER FOR REFERENCE: ASSUMED LOCATION OF ACM INSULATED

VERTICAL PIPES. ASSUME A TOTAL OF 300 LINEAL FEET. REFER TO

SPEC SECTION 028213.13

R EXISTING ASBESTOS ABATEMENT INFORMATION PROVIDED BY

OWNER FOR REFERENCE: ASSUMED ACM LOCATED IN EXISTING

RATED DOORS. REFER TO SPEC SECTION 028213.13

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

UPGRADE AHU 09 & LOCKER ROOM

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

BID DOCUMENTS

FULLY SPRINKLERED

KEY PLAN:

Comm. Number: 5700.05

OCTOBER 8, 2018

585-17-111

U.S. Department of Veterans Affairs

C U s e rs \j p o g ra n t\ D o c u m e n ts

\O G

J M

C

C E

N T

R A

L A

R C

H jp o g ra n t.

rv t

/1

/2

:5

:5

P M

Checker Author

AD101B

BASEMENT FLOOR - DEMOLITION

PLAN

DWG. 2 OF 28

N

1/8" = 1'-0"

BASEMENT FLOOR - DEMOLITION PLAN

F9

Revisions: Date:

SCHEMATIC DESIGN 03/15/2018

E.5

F

G

H

J

K

L

M

N

O

P

R

S

22 24

30 31

Q

MECH.

B224A

MECH.

B224C

SHAFT

ELEVATOR

LOBBY

B224

STAIR 3

98 SF

LAUNDRY

B230

STORAGE

LOGISTICS

B231

MECH.

B231A

ETO

B291C MECH.

B231B

PREPERATION

PACKAGING

B291B MECH.

B227

MECH.

B295A

DECONT.

B295

LOCKERS

B297

CORRIDOR

B299C-1

NON-EXP.

EQUIP.

B298A

WAREHOUSE

STORAGE

B298

DATA &

PHONE

B296

CORRIDOR

B299D-1

ELECT.

B269

EMERG.

ELECT.

B267

STOCK/

BREAKOUT

B287

SUPPLIES

B291

CORRIDOR

B299B-1

EXTENT OF

CORRIDOR

WORK

99 SF

PASSAGE

B226

335 SF

MENS

LOCKER

B228B

409 SF

UNISEX

BREAKROOM

B228

360 SF

MENS

SHOWER

B228C

REF

4 5 5

B E

N C

H

CARD

READER

CG1

CG1

CG1

CG1

CG1

B E

N C

H

C9

A401B

F8

A401B

1/4"

PLAN

1/4"

PLAN

CG1

CG1

CG1

CG1

S3A

S3A S3A

U2A

U2A

CG1

CG1

CG1 CG1

CG1

CG1

CG1

CG1

CG1

CG1

CG1

CG1

CG1

TOWELS /

HAMPER

LOCKER

VEST.

B228A

PASSAGE

B299D-2

B298-1

36"36"

B298-2

B228-1

42"

B230

48"

B228-2

42"

B228-3

36"

CG1

CG1

F0-

CG1

B296

30"

F.E.C.

F.E.C.

F1-

F1-

F1-

F1-

F1-

LAUNDRY

CART

E

SHIPPING &

RECEIVING

B274

CARD

READER

HR-1

HR-1 HR-1

HR-1

HR-1HR-1

HR-1HR-1

HR-1

HR-1

HR-1

HR-1 HR-1 HR-1 HR-1 HR-1

/2

HR-1

CG1

OFFICE

LOGISTICS

B299C-5

OXYGEN

STORAGE

B268

NEW CARD

READER

NEW WORK PLAN KEYED NOTES

1 EXISTING TUNNEL ACCESS

2 RELOCATED LAUNDRY CHUTE ALARM.

3 NEW TOPPING SLAB AFTER REMOVAL OF QUARRY TILE. SEE

4 PROVIDE NEW RATED LAUNDRY CHUTE DOOR TO ACCOMODATE

UPDATED CONFIGURATION.

5 INFILL TUNNEL ACCESS

6 NEW TUNNEL ACCESS

8 NEW SOLID SURFACE WINDOW SILL. SEE

9 LAMINATE GYPSUM BOARD TO EXISTING WALL TO FLUSH OUT WALL

SURFACE. SEE ROOM FINISH SCHEDULE FOR FINISH REQUIREMENTS.

10 INFILL WITH PARTITION TYPE S3-010.

11 INFILL EXISTING WALL OPENING WITH PARTITION TYPE S3-010 WHERE

DOOR IS REMOVED AT EXISTING SPRINKLER STATION. INSTALL NEW FEC

E7

A501B

E9

A501B

F3

A501B

NEW WORK PLAN GENERAL NOTES

1. TUNNEL INDICATED ON PLAN AS THUS:

2. FOR WALL PROTECTION PANELING ELEVATION, SEE

REFER TO FOR INSTALLATION LOCATION.

3. MODIFY EXISTING VINYL COMPOSITION TILE TO

EXTEND TILE TO CENTERLINE OF DOORS IN SCOPE

4. REMOVE SURFACE MOUNTED ELECTRICAL BOXES /

CONDUIT / FIXTURES AT WALLS WITHIN SCOPE

INFILL WALL TO MATCH EXISTING WALL TYPE. SEE FINISH SCHEDULE FOR

NEW FINISHES.

E6

A501B/F6 I101B

SHOWER PAN RECEPTOR BY GENERAL TRADE. SEE DETAILS ON SHEET

A501B

13 REPAINT DOOR AND FRAME

14 MODIFY EXISTING VINYL COMPOSITION TILE TO EXTEND TILE TO

CENTERLINE OF DOORS

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

UPGRADE AHU 09 & LOCKER ROOM

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

BID DOCUMENTS

FULLY SPRINKLERED

KEY PLAN:

Comm. Number: 5700.05

OCTOBER 8, 2018

585-17-111

U.S. Department of Veterans Affairs

C U s e rs \j p o g ra n t\ D o c u m e n ts

\O G

J M

C

C E

N T

R A

L A

R C

H jp o g ra n t.

rv t

/1

/2

:5

:2

P M

Checker Author

A101B

BASEMENT FLOOR - NEW WORK PLAN

DWG. 3 OF 28

N

1/8" = 1'-0"

BASEMENT FLOOR - NEW WORK PLAN

F9

Revisions: Date:

SCHEMATIC DESIGN 03/15/2018

SP

F

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

F

OS

2U

OS

1U

OS

2U

OS

2U

OS

1U

OS

2U

OS

2U

OS

1U

EX

B299D-1

B299D-2

B299B-1

B299C-1

B226

B230

B231

B228 B228A

B228B

B228C

ACT

8' - 0"

ACT

8' - 0"

ACT

8' - 0"

ACT

8' - 0"

GYP

8' - 0"

EP1

ACT

8' - 0"

ACT

8' - 0"

ACT

8' - 0"

ACT

8' - 0"

ACT

8' - 0"

E4

AR101B

GYP

7' - 0"

EP1

GYP

8' - 0"

EP1

F4

AR101B

B299B-1

B3

ACT

8' - 0"

ACT

8' - 0"

GYP

7' - 4"

1'-6" D4

AR101B

F3

A501B

F3

A501B

WHERE EXISTING PARTITIONS ARE SHOWN TO HAVE A FIRE OR SMOKE RATING,

THE CONTRACTOR SHALL PROVIDE THE REQUIRED PENETRATION PROTECTION

FOR ALL NEW PENETRATIONS THROUGH THE PARTITION. REPORT ANY EXISTING

VOIDS WHICH REQUIRE PATCHING, UNDER ADDITIONAL SCOPE OF WORK.

CONTRACT WORK INCLUDES ALL CEILING MOUNTED ITEMS OR DEVICES

SHOWN ON THIS PLAN AND AS SHOWN ON THE PLANS OF OTHER TRADES.

THIS DRAWING DOES NOT RELIEVE CONTRACTOR'S RESPONSIBILITY TO

INDIVIDUALLY COORDINATE THEIR WORK WITH OTHER TRADES.

THIS DESIGNATION ON REFLECTED CEILING PLANS

INDICATES LOCATION OF CUT CEILING TILES

REQUIRED TO CENTER GRID PATTERNS IN

CORRIDORS

SYMBOLS KEY

HVAC

FIRE PROTECTION

ARCHITECTURAL

ACCESS PANEL

RETURN GRILLE

SUPPLY DIFFUSER

RETURN GRILLE

SUPPLY DIFFUSER

GYPSUM BOARD CEILING

CUBICLE TRACK LOCATION

LOCATION OF CEILING

MOUNTED

EQUIPMENT SUPPORT

AP

PAINTED SHEET METAL PANELP.

CONCEALED PENDENT SPRINKLER HEAD

CEILING COORDINATION PLAN LEGEND

EXHAUST GRILLE

SUPPLY DIFFUSER

PENDENT SPRINKLER HEAD

T

OS

LS

S

S

H

S

S

M

N

N

N

X

ER

MD

Z

F

2X4 LIGHT FIXTURE -

RECESSED / SURFACE

DUPLEX RECEPT / TELEVISION OUTLET

COMBINATION

RECESSED DOWNLIGHT,

SURFACE / PENDANT

1X4 LIGHT FIXTURE -

RECESSED / SURFACE

EXIT SIGN - SINGLE / DOUBLE FACE

TRACK LIGHTING

EMERGENCY BATTERY PACK

OCCUPANCY SENSOR

LIGHT SENSOR

WARNING LIGHT - CEILING

RECESSED CEILING SPEAKER

CEILING MOUNTED SPEAKER / STROBE

SMOKE DETECTOR

SMOKE DETECTOR FOR ELEVATOR

CONTROL

THERMAL DETECTOR

SPEAKER RECESSED

SPEAKER SURFACE

CEILING MOUNTED MIC JACK

ANTENNA

WIRELESS DATA ACCESS POINT

CEILING MOUNTED SPECIAL PURPOSE

CONNECTION

MOTION DETECTOR

CEILING MOUNTED SECURITY CAMERA

CORRIDOR DOME LIGHT

CORRIDOR ZONE LIGHT

CORRIDOR DOME LIGHT, FULL FEATURE

REMOTE LOCATOR RECEIVER

ELECTRICAL

2X2 LIGHT FIXTURE -

RECESSED / SURFACE

RTS/I REMOTE TEST SWITCH W/ INDICATOR

CEILING MOUNTED SECURITY CAMERA

(DOME TYPE)

CEILING MOUNTED RECEPTACLE

CEILING MOUNTED DATA / VOICE OUTLET

H CEILING MOUNTED HORN / STROBE

C CEILING MOUNTED CHIME / STROBE

S

S

EXHAUST GRILLE

ACOUSTICAL TILE

SWAY BRACE

AS REQUIRED

5/8" MOLD AND MOISTURE

RESISTANT GYPSUM BOARD

PROVIDE NEW LINTEL AS/IF REQUIRED. FEILD

VERIFY AND COORDINATE WITH ARCHITECT

PRIOR TO WALL REMOVAL.

PATCH TO MATCH EXISTING WALL.

REMOVE EXISTING WALL ABOVE DOOR TO

HEIGHT REQUIRED TO ALLOW FOR BULKHEAD.

REMOVE EXISTING DOOR AND FRAME.

PATCH FOR CASED OPENING.

(M

IN

EXISTING WALL

ACOUSTICAL TILE

SEE PLAN FOR

CEILING HEIGHT.

STAIR, SHAFT, OR HAZARDOUS AREA SEPARATION

WALLS: 2 HOUR FIRE

DOORS: 90 MINUTE FIRE

OPENINGS: NOT PERMITTED

DAMPERS: 90 MINUTE FIRE

FIRE COMPARTMENT DIVISON

WALLS: 2 HOUR FIRE AND SMOKE RESISTANT

DOORS: 90 MINUTE FIRE AND SMOKE RESISTANT

OPENINGS: NOT PERMITTED

DAMPERS: 90 MINUTE FIRE AND SMOKE RESISTANT

STAIR, SHAFT, OR HAZARDOUS AREA SEPARATION

WALLS: 1 HOUR FIRE

DOORS: 45 MINUTE FIRE

OPENINGS: 45 MINUTE PROTECTION

DAMPERS: 90 MINUTE FIRE AT NON-SPRINKLED

SMOKE COMPARTMENT DIVISON

WALLS: 1 HOUR FIRE AND SMOKE RESISTANT

DOORS: 20 MINUTE CONSTRUCTION AND SMOKE RESISTANT

OPENINGS: 20 MINUTE PROTECTION,

45 MINUTE AT 1 HOUR RATED ROOMS

DAMPERS: SMOKE RESISTANT

(IN NEW CONSTRUCTION REQUIRED BY IBC)

ONE HOUR SMOKE RESISTANT PARTITION

(NON-SPRINKLED COMPARTEMENT)

WALLS: 1 HOUR FIRE AND SMOKE RESISTANT

DOORS: 20 MINUTE CONSTRUCTION AND SMOKE RESISTANT

OPENINGS: 20 MINUTE PROTECTION

SMOKE RESISTANT PARTITION (SPRINKLED COMPARTMENT)

WALLS: SMOKE RESISTANT

DOORS: SMOKE RESISTANT AND POSITIVE LATCHING,

(EXCEPT TOILET ROOMS, ECT.)

OPENINGS: CANNOT EXCEED 80 SQ. IN. WITHOUT PROTECTION

FIRE SEPARATION LEGEND

REFLECTED CEILING PLAN KEYED NOTES

PATCH CEILING AS REQUIRED. MATCH WITH EXISTING CEILING GRID.

MODIFY EXISTING CEILING WHERE WALL SURFACE IS FLUSHED OUT.

ACOUSTICAL

TILE

3 5/8" METAL

STUDS

SWAY BRACE

AS REQUIRED

5/8" MOLD AND

MOISTURE

RESISTANT

GYPSUM BOARD

CEILING HEIGHTS MEASURED TO

GRID (VARIES - SEE ARCHITECTURAL

REFLECTED CEILING PLAN)

(M

IN

5/8" GYPSUM

BOARD

ACOUSTICAL

TILE

3 5/8" METAL

STUDS

CEILING HEIGHTS MEASURED TO

GRID (VARIES - SEE ARCHITECTURAL

REFLECTED CEILING PLAN)

SEE

REFLECTED

CEILING PLAN

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

UPGRADE AHU 09 & LOCKER ROOM

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

BID DOCUMENTS

FULLY SPRINKLERED

KEY PLAN:

Comm. Number: 5700.05

OCTOBER 8, 2018

585-17-111

U.S. Department of Veterans Affairs

C U s e rs \j p o g ra n t\ D o c u m e n ts

\O G

J M

C

C E

N T

R A

L A

R C

H jp o g ra n t.

rv t

/1

/2

:5

:5

P M

Checker Author

AR101B

BASEMENT - REFLECTED CEILING

PLAN

DWG. 4 OF 28

N

1/8" = 1'-0"

BASEMENT - REFLECTED CEILING PLAN

F6

1 1/2" = 1'-0" F4

CEILING DROP

1 1/2" = 1'-0" E4

CEILING TRANSITION

1 1/2" = 1'-0" D4

CEILING DROP

Revisions: Date:

SCHEMATIC DESIGN 03/15/2018

ALL SINGLE

TIER LOCKERS

335 SF

MENS

LOCKER

B228B

360 SF

MENS

SHOWER

B228C

B E

N C

H

A401BE7

A401B

E5

B E

N C

H

TOWELS / HAMPER

A401B

F7

F6

12" DIA. FINISHED

TOWEL DROP HOLE

WITH EASED EDGE

/8

6'-0"

PT-1

E

SD-1

SD-1

M-1

M-1

M-1

E

E

7'-4" 5'-6" 7'-8"

CH-1

CH-1

TB-1

TB-1

A401B F4

F5

/2

/8

SS-1

GB-18

G B

-4

G B

-3

GB-42

GB-18

5"

TD-2E

TD-2

TD-2

E

E

/8

3'-0" 7'-11"

T Y

P

/2

3'-0"

F1

A701B

TYP.

LOCKER

BASE

M-1M-1M-1

CH-1CH-1 CH-1CH-1

SD-1 SD-1

E E

F6

A701B

PT-1

E

HCB

COORDINATE HCB WITH SINK LOCATIONS

8'-3 1/2"

HCB HCB

KS KS KS

17" TO RIM

SS1

PL1

D

A401B C7

UNISEX

BREAKROOM

B228

C5

TV E

SYSTEM

CLOCK

CG1

SD-1

PT-1

E

E

REF.

E

MICROWAVEE

COFFEE

MAKER

MICROWAVE

E

E

REF.

E

F

3'-0"

SD-1

PT-1

E

E

27" 34"

18" 24"36" 24"36" 24"

E

COFFEE

MAKER

E MICRO

MICROE

27" 34"

F6

A701B

F5

A701B

PL1

PL1

SS2D

CH-1(7)

F1

A701B

--------------LOCKER

BASE

CG1CG1 CG1

HAMPER

TOWEL STORAGE

21" 84"36" 34"

12" DIA. FINISHED

TOWEL DROP HOLE

WITH EASED EDGE

OPEN

BASE

F4

A701B

F7

A701B

PL1

SS1 D

OPEN

24" 84" FF

18" DEEP

CABINET

TV

E

COORDINATE TV

LOCATION WITH OWNER

PT-1

E

CG1

3'-0"

TB-1

GB-18

SR-1

SS-1

GB-42

SR-1

E

M-1

MIRROR (CC)

D-1

SOAP DISH (CC)

PT-1

SOAP DISPENSER (VC)

PAPER TOWEL

DISPENSER

(VC)

GB-36

GRAB BAR REAR WALL (CC) GRAB BAR SIDE WALL (CC)

GB-42

GB-18

18"

T O

H

IG

H E

S T

C

O N

T R

O L

T O

H

IG

H E

S

C

O N

T R

O L

36"

12"

MIN.

42"

54"

12"

40"

/4

/4

AT CONCRETE BLOCK

CHASE WALLS, PROVIDE

16" X 16" OPENING WITH

1/4" X 4" PLATE LINTEL IN

FIXTURE WALL ABOVE

CEILING FOR VISUAL

INSPECTION INSIDE CHASE

ACCESSIBLE CLEARANCE SPACE.

EXCEPT OTHER GRAB BARS, SHOWER

CONTROLS AND OTHER PLUMBING

CONTROLS, NO ITEMS SHALL BE

PROTRUDING INTO THIS SPACE.

IC

C

/A N

S I

M

IN

P

E R

ESD-1

M A

X

.3

CH-1

CLOTHES HOOK (CC)

TOWEL BAR (CC)

TB-1

1'-6"

ACCESSIBLE ROLL-IN SHOWER ELEVATION

[SOAP DISPENSER

OR DISH]

27" MAX.

CONTROL

REACH RANGE

HORIZONTAL GRAB BAR

SLIDE BAR FOR

HAND-HELD SHOWER

SHOWER SEAT

24"6" MAX

ACCESSIBILITY STANDARD CLEARANCE

SPACE. EXCEPT OTHER GRAB BARS,

SHOWER CONTROLS AND OTHER

PLUMBING CONTROLS, NO ITEMS SHALL

BE PROTRUDING INTO THIS SPACE.

ACCESSIBLE SHOWER SEAT

SS-1

ACCESSIBLE SHOWER SEAT (CC)

3'-1"

1 1/2" MAX.3" MAX.

SHOWER

ENTRANCE

15" MIN. - 16" MAX.

22" MIN. - 23" MAX.

EQUIPMENT DESIGNATION AS FOLLOWS (UNO)

VV - VA PROVIDED VA INSTALLED

VC - VA PROVIDED CONTRACTOR INSTALLED

CC - CONTACTOR PROVIDED CONTRACTOR INSTALLED

SR-1

SHOWER ROD (CC)

(V E

R

IF

Y

DOUBLE ROLL TOILET

TISSUE DISPENSER

(VC)

TD-22

8"

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

UPGRADE AHU 09 & LOCKER ROOM

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

BID DOCUMENTS

FULLY SPRINKLERED

Comm. Number: 5700.05

OCTOBER 8, 2018

585-17-111

U.S. Department of Veterans Affairs

C U s e rs \j p o g ra n t\ D o c u m e n ts

\O G

J M

C

C E

N T

R A

L A

R C

H jp o g ra n t.

rv t

/1

/2

:5

:2

P M

Checker Author

A401B

ENLARGED PLANS AND ELEVATIONS

DWG. 5 OF 28

N

1/4" = 1'-0"

MENS SHOWER/LOCKERS

F8

1/4" = 1'-0" E7

MENS SHOWER/LOCKERS - WEST ELEV.

N

1/4" = 1'-0"

UNISEX BREAKROOM

C9

1/4" = 1'-0" C7

BREAKROOM - EAST ELEV.

1/4" = 1'-0" E5

MENS LOCKERS - NORTH ELEV.

1/4" = 1'-0" F7

LOCKER VEST. - NORTH ELEV.

1/4" = 1'-0" C5

BREAKROOM - WEST ELEV.

1/4" = 1'-0" F6

MENS SHOWER - SOUTH ELEV.

1/4" = 1'-0"

F5

MENS SHOWER - NORTH ELEV.

1/4" = 1'-0" F4

MENS SHOWER - EAST ELEV.

3/8" = 1'-0" B1

ACCESSORY SCHEDULE AND MOUNTING HEIGHTS

Revisions: Date:

SPECIAL

VERTICAL BLOCKING

STANDARD

HORIZONTAL BLOCKING

WOOD

BLOCKING

METAL

STUDS

SAWCUT

BLOCKING TO

RECEIVE METAL

STUD FLANGE

USE WHERE ITEM BEING

MOUNTED EXERTS A

DOWNWARD TWISTING

FORCE

(FOLDING COUNTER

BRACKETS, TV BRACKETS,

ETC.)

USE WHERE ITEM BEING

MOUNTED DOES NOT

EXERT A DOWNWARD

FORCE (CABINETS,

GRAB

BARS, VIEW BOXES,

MARKER BOARDS ETC.)

1 1 /2

H E

IG

H

T

T O

S U

IT

'-0

M

IN

IM

U

M

/2

11 1/4" TYP.

NOTE:

FIRETREATED 2X12

BLOCKING, TYPICAL

1'-0"1'-0"

PARTITION

SHOWN ON

PLAN TO BE

REMOVED

SCHEDULED

FLOOR FINISH

LEVEL EXISTING

FLOOR TO WITHIN

1/8"

IN 5'-0"

CONCRETE INFILL

EXISTING SLAB

TERRAZZO

OR CONC.

TERRAZZO

OR CONC.

LATEX OR GRIND

AS REQUIRED

.2

RESILIENT SHEET

METAL EDGE

PROTECTOR

PORCELAIN TILE

V E

R

/8

G. RESILIENT SHEET / PORCELAIN TILE

RESILIENT TILE RESILIENT SHEET

LATEX FLOOR FOR FLUSH

TRANSITION (NO REDUCER STRIP)

C. RESILIENT TILE / RESILIENT SHEET

S

WHERE (2) STUD MOUNTED

DEVICES ARE SCHEDULED,

ALIGN HEIGHTS OF

FINISHED PRODUCT.

WHERE MULTIPLE DEVICES

ARE SCHEDULED TO

OCCUR WITHIN 16" OF

EACH OTHER, ALIGN

DEVICES ON (1) FACE OF STUD

STUDS

DOOR

WHERE MULTIPLE DEVICES ARE SCHEDULED,

ALONG A DOOR, DEVICES SHALL BE ALIGNED ON

(1) FACE OF METAL STUD AND SHALL OCCUR AT

SWING/ LATCH SIDE OF DOOR. EXC THERMOSTATS

ROOM

CORRIDOR

WHERE MULTIPLE DEVICES

ARE SCHEDULED IN CLOSE

PROXIMITY IN HEIGHT,

ALIGN DEVICES.

POSITION ROOM THERMOSTAT ADJACENT TO

LIGHT SWITCH. ALIGN TOP OF THERMOSTAT

WITH LIGHT SWITCH COVER PLATE

WHERE MULTIPLE DEVICES ARE SCHEDULED IN

CLOSE PROXIMITY IN HEIGHT, ALIGN DEVICES.

T O

T O

P

SHOWER PAN

RECEPTOR BY

GENERAL TRADE

CBU GRADE

CEMENT BOARD

VAPOR RETARDER,

LAP OVER CLEAVAGE

MEMBRANE

FLOOR LINE

CLEAVAGE

MEMBRANE

REINFORCING

MORTAR

BED

VERIFY DIMENSIONS

ON SITE

1/2" SEALANT BEAD

BY SHOWER PAN

MANUFACTUER

WALL PANEL BY SHOWER

PAN MANUFACTUER

3 5/8" METAL STUDS

5/8" MOLD AND MOISTURE

RESISTANT GYPSUM BOARD

VAPOR RETARDER (SHOWN

DASHED) TAPE JOINTS AND TAPE TO

UNDERSIDE OF STRUCTURE ABOVE

(TYPICAL)

ADHERE MEMBRANE

TO SHOWER PAN

MORTAR BED

SEALANT JOINT BETWEEN

TILE AND SHOWER PAN

REINFORCING

REINFORCING

TILE AS SCHEDULED

CEMENTITIOUS

BOND COAT

UNBONDED MORTAR BED

CLEAVAGE MEMBRANE

VERIFY DIMENSIONS

ON SITE

CORNER BEYOND OR END

OF SHOWER PANELS

C7

A501B

TRANSITION AT TILE

TILE AS

SCHEDULED

EXTRUDED

ALUMINUM TRIM WALL PANEL WITH

FINISHED END BY

SHOWER PAN

MANUFACTURER

TRANSITION ABOVE TILE

BEAD OF CAULK ALONG

EDGE BY SHOWER PAN

MANUFACTURER

CAULK JOINT

WALL PANEL WITH

FINISHED END BY

SHOWER PAN

MANUFACTURER

BEAD OF CAULK ALONG

EDGE BY SHOWER PAN

MANUFACTURER

MOLD AND MOISTURE

RESISTANT GYPSUM

BOARD

PAN BELOW

PAN BELOW

WALL PANEL WITH

FINISHED END BY

SHOWER PAN

MANUFACTURER

BEAD OF CAULK ALONG

EDGE BY SHOWER PAN

MANUFACTURER

TILE AS

SCHEDULED

EXTRUDED

ALUMINUM TRIM

CAULK JOINT

PAN BELOW

TRANSITION AT TILE

WALL PANEL WITH

FINISHED END BY

SHOWER PAN

MANUFACTURER

BEAD OF CAULK ALONG

EDGE BY SHOWER PAN

MANUFACTURER

PAN BELOW

TRANSITION AT TILE

VERIFY IN FEILD

6 # 3 X 2'-4"" LONG EQUALLY

SPACED AROUND EXISTING

OPENING - 4" EMBEDMENT

INTO EXISTING SLAB

TERRAZZO

OR CONC.

TERRAZZO

OR CONC.

V E

R

IF

Y

4"

TYPICAL SILL

JAMB

3/4"

M

IN

/2

EASED EDGE

REMOVE EXISTING

FURRING WALL

FINISHED FACE OF TILE

EXTEND SILL BEYOND

WINDOW JAMB WHERE

APPLICABLE

BACKER ROD AND URETHANE SEALANT

EXISTING WINDOW SYSTEM

VERIFY ON SITE TOTAL

DEPTH OF WINDOW SILL

+/- 7"

1/2" SOLID SURFACE SILL. SHIM AS REQUIRED.

1 5/8" METAL STUD

5/8" GYPSUM BOARD

MODIFY EXISTING WINDOW FRAME AS REQUIRED

TO ACCOMMODATE NEW CONSTRUCTION

WRAP GYPSUM BOARD TO

WINDOW FRAME AT JAMB

BLOCKING

SWAY BRACE

AS REQUIRED

TYPICAL HEAD

SOFFIT HEIGHT VARIES - SEE

ARCHITECTURAL REFLECTED

CEILING PLAN

3 5/8" METAL

STUDS

5/8" GYPSUM

BOARD

3" 1'-1"

VERIFY IN FIELD

V A

R

IE

S

S E

E P

L A

N

ACOUSTICAL

TILE

BACKER ROD AND

URETHANE SEALANT

EXISTING WINDOW

SYSTEM

VERIFY EXISTING WINDOW CONDITIONS IN FIELD

M A

T C

H H

E

IG

H T

O F

E X

IS

T

IN

G

/2

4" VERIFY ON SITE 2"

1/2" PANEL - SWP2

1/2" PANEL - SWP2

RUBBER BASE

/8

P

A N

E L

S W

P

/8

P

A N

E L

S W

P

SHEET WALL PROTECTION

ON 5/8" GYPSUM BOARD

AT INSIDE AND

OUTSIDE CORNERS

HANDRAIL

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

UPGRADE AHU 09 & LOCKER ROOM

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

BID DOCUMENTS

FULLY SPRINKLERED

Comm. Number: 5700.05

OCTOBER 8, 2018

585-17-111

U.S. Department of Veterans Affairs

C U s e rs \j p o g ra n t\ D o c u m e n ts

\O G

J M

C

C E

N T

R A

L A

R C

H jp o g ra n t.

rv t

/1

/2

:5

:3

P M

Checker Author

A501B

MISCELLANEOUS DETAILS

DWG. 6 OF 28

1" = 1'-0" F9

WOOD BLOCKING ISOMETRIC

1 1/2" = 1'-0" E9

TOPPING INFILL

12" = 1'-0" F6

FLOOR TRANSITIONS

1/4" = 1'-0"

F7

DEVICE MOUNTING SCHEDULE

3" = 1'-0" D9

SHOWER PAN EDGE

3" = 1'-0"

D7

SHOWER ACCESSABLE THRESHOLD

3" = 1'-0" C7

SHOWER DETAILS

1 1/2" = 1'-0" E7

TUNNEL INFILL

3" = 1'-0" F3

WINDOW SILL

1" = 1'-0" E6

CORRIDOR PANELING

Revisions: Date:

WIDTH

4" MINIMUM AT ACOUSTICAL

TILE CEILINGS

WALL FURRING BRACKETS

AT 48" O.C. ABOVE FLOOR

(1) LAYER 5/8" GYPSUM

BOARD

SURFACE TO BE FURRED

F1-010 3" N/AN/A1 5/8" METAL STUDS

EXTEND GYPSUM BOARD AND

STUDS TO STRUCTURE ABOVE

WHERE NO CEILING OCCURS

WIDTH STCWALL STRUCTURETYPE RATING/TEST

CEILING TYPE AS SCHEDULED

WIDTH

S3A110 4 7/8" 44/39*3 5/8" METAL STUDS N/A

WIDTH STCWALL STRUCTURETYPE RATING/TEST

3" ACOUSTIC INSULATION

PER UL ASSEMBLY AT

RATED PARTITIONS.

(6" AT 6" METAL STUDS)

(1) LAYER 5/8" GYPSUM

BOARD EACH SIDE TO

STRUCTURE ABOVE

ACOUSTICAL SEALANT

AT NON-RATED WALLS

CEILING TYPE AS

SCHEDULED

FIRE STOPPING AT

RATED PARTITIONS

3" ACOUSTIC

INSULATION.

(6" AT 6" METAL STUDS)

* DENOTES 20 GA. METAL STUDS

WIDTH

CEILING TYPE AS

SCHEDULED

3" ACOUSTIC INSULATION

PER UL ASSEMBLY AT

RATED PARTITIONS.

(6" AT 6" METAL STUDS)

FIRE STOPPING

3" ACOUSTIC INSULATION.

(6" AT 6" METAL STUDS)

(2) LAYERS 5/8" GYPSUM

BOARD EACH SIDE TO

STRUCTURE ABOVE

S3A222 6 1/8" 53/43*3 5/8" METAL STUDS

WIDTH STCWALL STRUCTURETYPE RATING/TEST

* DENOTES 20 GA. METAL STUDS

2 HR U.L. U411

WIDTH

(2) LAYERS 5/8" GYPSUM

BOARD

CEILING TYPE AS SCHEDULED

1" GYPSUM SHAFT LINER

PANEL. INDICATED AS "0"

ON PARTITION SYMBOL

1" ACOUSTIC INSULATION

PER UL ASSEMBLY

(3" AT 4" C-H METAL STUDS)

(6" AT 6" C-H METAL STUDS

FIRE STOPPING

U2A022 3 3/4" 462 HR U.L. U4152 1/2" C-H METAL STUDS

WIDTH STCWALL STRUCTURETYPE RATING/TEST

4" MINIMUM AT ACOUSTICAL

TILE CEILINGS

SURFACE TO BE FURRED

CEILING TYPE AS SCHEDULED

EXTEND GYPSUM BOARD AND

CHANNELS TO STRUCTURE ABOVE

WHERE NO CEILING OCCURS

F0-010 1 1/2" N/AN/A7/8" HAT CHANNELS

TYPE

WIDTH

WIDTH STCWALL STRUCTURETYPE RATING/TEST

(1) LAYER 5/8" GYPSUM BOARD

7/8" METAL FURRING

CHANNELS

(UNLESS NOTED OTHERWISE):

GENERAL INTERNAL PARTITION NOTES

(UNLESS NOTED OTHERWISE):

STANDARD PARTITION TYPES

1. INTERIOR GYPSUM BOARD SHALL BE AS LISTED IN THE ORDER

OF IMPORTANCE AS FOLLOWS

A. AT FIRE RATED PARTITIONS, GYPSUM BOARD SHALL

COMPLY WITH THE INDICATED UL DESIGN NUMBER OR

OTHER SIMILAR THIRD PARTY TESTED ASSEMBLY.

B. AS LISTED IN THE TILE COUNCIL OF NORTH AMERICA

(TCNA) NUMBER AS INDICATED IN SPECIFICATION

1. GLASS MESH CEMENT BOARD TILE BACKER MATERIAL

AT ALL WALLS AND CEILINGS OF TOILET ROOMS WITH

SHOWERS. PROVIDE MOLD AND MOISTURE RESISTANT

TYPE "X" GYPSUM BOARD ABOVE TILE TO HEIGHT

SHOWN ON DRAWINGS.

C. PROVIDE MOLD AND MOISTURE RESISTANT TYPE "X"

GYPSUM BOARD AT THE FOLLOWING LOCATIONS:

1. ALL WALLS AND CEILINGS OF TOILET ROOMS (SEE

NOTE B FOR CONDITIONS AT TILE).

2. JAMBS AND HEADS OF WINDOWS AND EXTERIOR DOOR

OPENINGS.

3. 4'-0" MINIMUM ALL SIDES OF THE CENTER LINE OF

PLUMBING FIXTURES.

D. ALL GYPSUM BOARD SHALL BE TYPE "X" IMPACT

RESISTANT.

2. ALL DIMENSIONS LOCATING INTERIOR PARTITIONS ARE TO

FACE OF CONCRETE BLOCK, OR FACE OF OUTER LAYER OF

GYPSUM BOARD. DIMENSIONS ON PLANS IGNORE APPLIED

FINISHES.

3. FOR PARTITION PRIORITY CONSTRUCTION LEGEND SEE:

4. FOR HEAD OF WALL CONDITION AT NON RATED GYPSUM

BOARD AND METAL STUD PARTITIONS SEE:

5. WHERE RATED WALL ASSEMBLIES ARE INDICATED, THE

CONTRACTOR SHALL PROVIDE UL LISTED JOINT SYSTEMS FOR

THE FOLLOWING:

A. HEAD OF WALL (ALLOW FOR 1/2" MINIMUM OF MOVEMENT

EXTENSION OR COMPRESSION IN EACH DIRECTION).

B. BOTTOM OF WALL

C. WALL TO WALL

D. FLOOR TO WALL

E. FLOOR TO FLOOR

F. ANY PENETRATION OR OTHER JOINT SYSTEM WITHIN OR

AT TERMINATION OF RATED WALL.

6. WHERE MECHANICAL EQUIPMENT DOES NOT ALLOW STUDS TO

EXTEND TO STRUCTURE, PROVIDE STRUCTURAL METAL STUD

BOX HEADER BENEATH ALL MECHANICAL EQUIPMENT. BOX

HEADER SHALL BE CONSTRUCTED OF (2) STRUCTURAL STUDS

LAID ON THEIR BACK SIDE UTILIZING THE SAME DIMENSION

STUDS AS THE WALL BEING CONSTRUCTED (I.E. 3 5/8").

OPENINGS BETWEEN 8'-0" AND 12'-0" SHALL UTILIZE

MINIMUM .0451 THICKNESS STUDS. OPENINGS LESS THAN 8'-0"

SHALL UTILIZE .0346 THICKNESS STUDS.

7. GYPSUM BOARD MAY BE OMITTED ON NON-ACCESSIBLE SIDES

OF NON-FIRE RATED PARTITIONS.

8. FOR CERAMIC TILE WALL CONSTRUCTION SEE

1. ALL SINGLE LAYER GYPSUM BOARD PARTITIONS SHALL BE

TYPE S3A110. INDICATED ON PLANS AS THUS

2. ALL DOUBLE LAYER GYPSUM BOARD PARTITIONS SHALL BE

TYPE S3A220. INDICATED ON PLANS AS THUS

3. SINGLE LAYER GYPSUM BOARD PARTITIONS USED AS COLUMN

FURRING AT INTERIOR COLUMNS SHALL BE TYPE F1-010.

4. DOUBLE LAYER GYPSUM BOARD PARTITIONS USED AS COLUMN

FURRING AT INTERIOR COLUMNS SHALL BE TYPE F1-020.

D7

A601B

B5

A601B

B6

A601B

SCHEDULE

SEE

S E

E S

C H

E D

U L E

A

(2) METAL

STUDS AT JAMB

SCHEDULE

SEE PARTITION

/8

1 15/16" VARIES

MANUFACTURER'S

STANDARD

AT DOOR

SIDE

(3) ANCHORS

PER JAMB

MINIMUM

MINIMUM 7/16"

BACKBEND

EACH SIDE

SOLIDLY PACK

HEAD AND JAMBS

WITH MINERAL

FIBER INSULATION

BEHIND FRAME

J1

S E

E S

C H

E D

U L E

SCHEDULE

SEE2" 2"

HF-1

S E

E S

C H

E D

U L E

SCHEDULE

SEE2" 2"

(2) DOORS

HF-2

GENERAL PARTITION NOTES

TWO HOUR FIRE AND / OR SMOKE PARTITION (HIGHEST) = PRIORITY 1

TWO HOUR FIRE WALL = PRIORITY 2

TWO HOUR SHAFT WALL = PRIORITY 2

ONE HOUR FIRE AND / OR SMOKE PARTITION = PRIORITY 3

ONE HOUR FIRE WALL = PRIORITY 4

NON-RATED PARTITION (LOWEST) = PRIORITY 5

NOTE:

ALL PARITION TYPES LISTED MAY NOT BE USED, REFER TO PLANS.

HOLLOW METAL FRAME

(AS APPLICABLE)

ONE HOUR

CONSTRUCTION

TWO HOUR FIRE AND /

OR SMOKE PARTITION

CONSTRUCTION

METAL STUDS

(TYPICAL)

RATED WALL

AND / OR SMOKE

PARTITION

NON-RATED

PARTITION

(LOWEST

PRIORITY)

TWO HOUR FIRE AND /

OR SMOKE PARTITION

CONSTRUCTION

NON-RATED PARTITION

(LOWEST PRIORITY)

U2-022

SHAFTWALL

(PRIORITY 1)

NON-RATED

PARTITION

CHASE

RATED

WALL

RATED

SHAFT

WALL

OUTSIDE CORNER

INSIDE CORNER

DEEP LEG TRACK

(2" MINIMUM)

METAL STUDS CUT 1" LESS IN

HEIGHT THAN ASSEMBLY

PROVIDE TEMPORARY MEANS

OF SUPPORTING STUDS IN

VERTICAL POSITION WITHOUT

SECURING STUDS TO TOP

TRACK

CONDITION AT FLAT SLAB PARALLEL

WITH JOISTS, BOTTOM OF JOISTS, AND

TILE AND JOIST SYSTEMS

ATTACH GYPSUM

BOARD TO METAL

STUDS TO ALLOW

FOR MOVEMENT.

OF STUDS IN

DEEP LEG TRACK

1/2" ACOUSTICAL SEALANT

JOINT TYPICAL WHERE

GYPSUM BOARD MEETS

BOTTOM OF SLAB ON

PERIMETER AT JOISTS

CONDITION AT WALLS

PERPENDICULAR TO JOISTS

SCHEDULED

PARTITION AS

SEE SPECIFICATION

FOR TYPE OF

CONNECTION TO

STRUCTURE ABOVE

EXISTING

STRUCTURE

PROVIDE TEMPORARY MEANS OF

SUPPORTING STUDS IN VERTICAL

POSITION WITHOUT SECURING

STUDS TO TOP TRACK

METAL STUDS CUT 1" LESS IN

HEIGHT THAN ASSEMBLY

DEEP LEG TRACK (2" MINIMUM)

ATTACH TO BOTTOM OF JOIST

1" ACOUSTICAL SEALANT JOINT.

VERIFY JOINT SIZE WITH

MANUFACTURER MOVEMENT ABILITY.

ATTACH GYPSUM

BOARD TO METAL

STUDS TO ALLOW

FOR MOVEMENT

OF STUDS IN

DEEP LEG TRACK.

SEE SPECIFICATION

FOR TYPE OF

CONNECTION TO

STRUCTURE

ABOVE.

BOTTOM OF JOISTS

1" ACOUSTICAL SEALANT

JOINT. VERIFY JOINT SIZE

WITH MANUFACTURER

MOVEMENT ABILITY.

TILE BACKER

MATERIAL AS

REQUIRED PER TILE

COUNCIL OF NORTH

AMERICA (TCNA)

REFERENCE NUMBER.

REINFORCING

TILE AS SCHEDULED

CEMENTITIOUS

BOND COAT

UNBONDED MORTAR BED

CLEAVAGE MEMBRANE

STRUCTURAL SLAB

FULL HEIGHT TILE OR

WAINSCOT AS SCHEDULED

BOND COAT

MOLD AND MOISTURE

RESISTANT GYPSUM

BOARD

SEALANT

V E

R

IF

Y

MINIMUM 20 GAUGE (0.033") OR

HEAVIER 3 5/8" METAL STUDS

CONDITION ADJACENT TO SHOWER - REFERENCE TCNA NO. W244C, F121

(ENVIRONMENTAL CLASSIFICATION COM 2)

SINGLE LAYER CONSTRUTION

NO VAPOR RETARDER

REQUIRED AT TOILET

ROOMS WITHOUT SHOWERS.

VAPOR RETARDER (SHOWN

DASHED) TAPE JOINTS AND TAPE

TO UNDERSIDE OF STRUCTURE

ABOVE (TYPICAL) AT PARTITIONS

ADJACENT TO SHOWERS.

EXTRUDED ALUMINUM TRIM

EXTRUDED ALUMINUM TRIM

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

UPGRADE AHU 09 & LOCKER ROOM

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

BID DOCUMENTS

FULLY SPRINKLERED

Comm. Number: 5700.05

OCTOBER 8, 2018

585-17-111

U.S. Department of Veterans Affairs

C U s e rs \j p o g ra n t\ D o c u m e n ts

\O G

J M

C

C E

N T

R A

L A

R C

H jp o g ra n t.

rv t

/1

/2

:5

:3

P M

Checker Author

A601B

SCHEDULES AND DETAILS

DWG. 7 OF 28

5700.05 - DOOR SCHEDULE

OPENING

NUMBER

DOORS FRAMES DETAILS

LABEL HARDWARE REMARKS REVISIONSELEVATION MATERIAL CORE WIDTH HEIGHT GLAZING ELEVATION MATERIAL GLAZING HEAD JAMB SILL

B228-1 A WOOD SOLID 42" 7' - 0" - HF-1 HOLLOW METAL - J1 J1 - - 1

B228-2 A WOOD SOLID 42" 7' - 0" - HF-1 HOLLOW METAL - J1 J1 - - 2

B228-3 A WOOD SOLID 36" 7' - 0" - HF-1 HOLLOW METAL - J1 J1 - - 2

B230 A WOOD SOLID 48" 7' - 0" - HF-1 HOLLOW METAL - J1 J1 - 90 MINUTE 3

B296 A WOOD SOLID 30" 7' - 0" - EXISTING - - - - - - 4 EXISTING DOOR FRAME TO REMAIN

B298-1 A WOOD SOLID 36" 7' - 0" - HF-2 HOLLOW METAL - J1 J1 - - 5

B298-2 A WOOD SOLID 36" 7' - 0" - HF-2 HOLLOW METAL - J1 J1 - - 5

1 1/2" = 1'-0" D5

PARTITION SCHEDULE

1/4" = 1'-0" F8

DOOR ELEVATIONS

3" = 1'-0"

F7

FRAME DETAILS

1/4" = 1'-0" F9

FRAME ELEVATIONS

1 1/2" = 1'-0" B6

PARTITION PRIORITY LEGEND

3" = 1'-0" D7

NON-RATED HEAD OF WALL

3" = 1'-0" B5

CERAMIC TILE CONDITIONS

ATTACH APRON TO END

PANELS WITH 1 1/2" X

1 1/2" X 3/16" ALUMINUM

CLIP ANGLES

KNEE SPACE

11" MIN.

17" MIN. TOE SPACE

REQUIRED

ACCESSIBLE

KNEE / TOE

SPACE SHOWN

CROSS HATCHED

KNEE SPACE

8" MIN.

3/4"

FIXED

APRON

/2

/2

25" UNLESS NOTED OTHERWISE

SECTION

1"

T O

E S

P A

C E

K N

E E

V A

R

IE

S

S E

E E

L E

V A

T

IO

N

ADJUSTABLE SHELF

FULL SUBTOP

MICROWAVE

PLASTIC LAMINATE CASEWORK LEGEND

F

F

EXAMPLE INDICATES

36"

36"

U

N L E

S S

N O

T E

D O

T H

E R

W

IS

E

WIDTH

HEIGHT

WIDTH

HEIGHT

BOTTOM OF

CABINET

1" FILLER

MIN. 3" MAX.

FILLER

FILLER

CASEWORK FINISH - SEE INTERIOR FINISH LEGEND

(PLAM1)

(SS1)

(PLAM1)

STANDARD PLASTIC LAMINATE CASEWORK NOTES

(UNLESS NOTED OTHERWISE)

REFER TO SHEET A401B FOR COUNTERTOP TYPES. SEE FOR DETAIL.

LIGHTS AND OUTLETS BY ELECTRICAL TRADE

FIELD VERIFY WALL TO WALL DIMENSIONS. COORDINATE DIMENSIONS PRIOR TO

CABINET FABRICATION. HIGHLIGHT ANY ADJUSTMENTS MADE TO CABINETS ON SHOP

DRAWINGS FOR APPROVAL.

ALL DIMENSIONS GIVEN AT CASEWORK ELEVATIONS ARE IN INDIVIDUAL UNIT

DIMENSIONS. NO VERTICAL DIVIDER PANELS SHALL OCCUR WITHIN ANY INDIVIDUAL

CASEWORK UNITS LESS THAN 42".

WOOD TRIM SHALL BE SOLID WOOD. REFERENCE ARCHITECTURAL SPECIFICATIONS

FOR QUALITY INFORMATION.

CABINET BODIES SHALL BE FINISHED PER BELOW (AS DEFINED BY AWS EDITION 1):

1. EXPOSED EXTERIOR - COLOR LISTED ON ELEVATIONS

2. EXPOSED INTERIOR - (INCLUDING WHERE CABINETS ARE DENOTED AS "OPEN"

EXCLUDING TOE SPACES) - COLOR LISTED ON ELEVATIONS.

3. SEMI-EXPOSED - WHITE MELAMINE.

4. CONCEALED - ONE COAT SEALER OR WHITE MELAMINE.

PROVIDE STAIN AND URETHANE SAMPLES ON ALL INDICATED SUBSTRATES WITH STAIN

COLOR FOR ARCHITECTS APPROVAL PRIOR TO ANY WORK.

COUNTERTOP BRACKET SHALL BE PAINTED TO MATCH ADJACENT CASEWORK COLOR

OR WALL COLOR.

SEE INTERIOR FINISH LEGEND FOR ADDITIONAL CASEWORK AND ACCESSORY

FINISHES.

ALL SINKS IN PLASTIC LAMINATE COUNTERTOPS BY PLUMBING TRADE.

ALL SINKS IN SOLID SURFACE TOPS BY SOLID SURFACE MANUFACTURER.

GENERAL PLASTIC LAMINATE CASEWORK SYMBOLS:

COUNTERTOP TYPE, SEE:

HCB HIDDEN COUNTERTOP BRACKET, SEE:

KS KNEE SPACE

FOR TYPICAL CABINET CONSTRUCTION, SEE:

ADJUST. SHELVES

SHOWN DASHED

VALANCE

BEHIND DOORS

1" SIDE OVERHANG

3/4" SIDE TOESPACE

4" BACK AND

SIDE SPLASH

RETURN VALANCE

AT FINISHED END

ONLY

SLOPED PLASTIC

LAMINATE CLOSURE

F7

A701B

D9

A701B

F2

A701B

D9

A701B

U N

L E

S S

N O

T E

D O

T H

E R

W

IS

E

FULL HEIGHT CABINET CONSTRUCTION

3/4" FIXED SHELF

AT CENTER

24" DEEP UNLESS

NOTED OTHERWISE

TOE SPACE:

3" AT FRONT

3/4" AT SIDES

ADJUSTABLE

SHELVES

TYPICAL

V A

R

IE

S

S E

E E

L E

V A

T

IO

N

U N

L E

S S

N O

T E

D O

T H

E R

W

IS

E

V A

R

IE

S

S E

E E

L E

V A

T

IO

N

BASE AND WALL CABINET CONSTRUCTION

TOE SPACE:

3" AT FRONT

3/4" AT SIDES

ADJUSTABLE SHELF

FULL SUBTOP

ADJUSTABLE

SHELF SEE

ELEVATIONS

FOR QUANTITY

UNDER CABINET

(U.C.) LIGHT BY

ELECTRICAL

TRADE

FACE OF "OPEN"

CABINET WHERE NOTED

ON ELEVATIONS

23 1/4" AT OPEN CABINETS

14 1/4" AT "OPEN"

CABINET

UNLESS NOTED

OTHERWISE

3/4" SETBACK

AT "OPEN"

UNLESS NOTED OTHERWISE

23 1/4" AT "OPEN" CABINET

3/4"

SETBACK AT

"OPEN"

14 1/4"

23 1/4"

24" DEEP UNLESS

NOTED OTHERWISE

15" DEEP UNLESS

NOTED OTHERWISE

VALANCE

A

A

SECTION A-A

FINISHED END

PANEL OF WALL

CABINET

VALANCE IN

FOREGROUND

SHOWN DASHED

GENERAL CASEWORK NOTES

UNLESS NOTED OTHERWISE:

1. CABINETS SHALL BE FABRICATED WITH 3/4" MATERIAL, EXCEPT AS

FOLLOWS:

A. SHELVES OVER 29" SHALL BE 1".

B. CABINET BACKS SHALL BE 1/2" OR 1/4" MDF DADOED INTO TOP,

BOTTOM, AND SIDES

C. DRAWER SLIDES, BACK, SUBFRONT, AND BOTTOM SHALL BE

1/2"

D. DRAWER BOTTOMS SHALL BE 1/2" OR 1/4" MDF DADOED INTO

SIDES AND BACK.

2. PROVIDE SLOPED PLASTIC LAMINATE CLOSURE ABOVE ALL

WALL/FULL HEIGHT CABINETS. FACE OF SLOPED CLOSURE SHALL

ALIGN WITH FRONT FACE OF CABINET BODY (LESS CABINET

DOORS) AND END OF CLOSURE SHALL ALIGN WITH CABINET

FINISHED END PANEL (NO OVERHANG).

3. VALANCE AT WALL CABINETS SHALL BE ACROSS FRONT OF

CABINETS AND AT FINISHED ENDS ONLY. VALANCE AT FINISHED

ENDS SHALL BE CONSTRUCTED AS PART OF FINISHED END PANEL

OF WALL CABINET. DO NOT PROVIDE VALANCE BETWEEN EACH

WALL CABINET.

4. BASE MATERIAL AT TOE SPACE SHALL BE AS LISTED IN NEW ROOM

FINISH SCHEDULE.

5. SEE COUNTERTOP PROFILES DETAILED AT:

6. ALL BASE CABINETS WITH SINKS SHALL BE FABRICATED USING

MOISTURE RESISTANT PARTICLE BOARD.

7. BASE / FULL HEIGHT CABINETS WHICH OCCUR ON EITHER SIDE OF

CABINETS CONTAINING SINKS SHALL BE FABRICATED USING

MOISTURE RESISTANT PARTICLE BOARD.

D9

A701B

V A

R

IE

S

S E

E E

L E

V A

T

IO

N

FULL

SUBTOP

HAMPER

OPEN FRONT

12" DIA. FINISHED

TOWEL DROP HOLE

WITH EASED EDGE

1'-7"

1'-6"

/2

1" CABINET DEPTH

VARIES WITH CABINET DEPTH

B

D

TYPE

CONDITIONS AT SINK

1 3/4" AT OPEN

CABINETS

SIDE SPLASH AT WALL,

COLUMN, OR CABINET

SEALANT

1/2" SOLID

SURFACE

EASED EDGE

1/8"

SEALANT

SEALANT

UNDER MOUNT SINK

BY COUNTERTOP

MANUFACTURER

DROP IN SINK

BY PLUMBING

TRADE

PLASTIC LAMINATE

TYPE SOLID SURFACE

/2

VARIES WITH CABINET DEPTH

1" CABINET DEPTH

SCRIBE STRIP

1 3/4" AT OPEN

CABINETS

SIDE SPLASH AT WALL,

COLUMN, OR CABINET

3/4" RADIUS

PLASTIC

LAMINATE

BASE CABINET

FULL SUB-TOP

SUBSTRATE AS SPECIFIED

BASE

CABINET

FULL

SUB-TOP

SUBSTRATE AS SPECIFIED

3/4" RADIUS

APPLY RUBBER

BASE OVER

CONCRETE

FORMED

METAL

LOCKERS

CONCRETE

CURB

VARIES - SEE ELEVATION

16" X 16" X 3/8" AT

18" COUNTERTOP

WOOD BLOCKING

V A

R

IE

S

S E

E E

L E

V A

T

IO

N

HIDDEN COUNTER

BRACKET (HCB)

20" X 20" X 1/2" AT

25" / 30" COUNTERTOPS

RECESS BRACKETS SO

FASTENERS ARE CONTAINED

WITHIN STUD SPACE

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

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

UPGRADE AHU 09 & LOCKER ROOM

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.berners-schober.com

BID DOCUMENTS

FULLY SPRINKLERED

Comm. Number: 5700.05

OCTOBER 8, 2018

585-17-111

U.S. Department of Veterans Affairs

C U s e rs \j p o g ra n t\ D o c u m e n ts

\O G

J M

C

C E

N T

R A

L A

R C

H jp o g ra n t.

rv t

/1

/2

:5

:4

P M

Checker Author

A701B

CASEWORK DETAILS

DWG. 8 OF 28

1" = 1'-0" F6

ACCESSIBLE VANITY

1" = 1'-0"

F5

MICROWAVE SHELF

1" = 1'-0" F7

TYPICAL CABINET CONSTRUCTION - SLOPED PLAM CLOSURE

1" = 1'-0"

F4

BASE CABINET HAMPER

3" = 1'-0" D9

COUNTERTOP TYPES

1" = 1'-0" F1

LOCKER CURB

1" = 1'-0"

F2

HIDDEN COUNTER BRACKET (HCB)

Revisions: Date:

FINISH LEGEND

06 20 00 FINISH CARPENTRY

SOLID SURFACE WINDOW SILLS: SS3 - CORIAN BONE

08 14 00 INTERIOR WOOD DOORS

GRADE A, ROTARY CUT WHITE BIRCH, CUSTOM STAIN TO MATCH EXISTING

09 30 13 PORCELAIN TILING

PORCELAIN TILE:

PPT1 CROSSVILLE, 12" X 12" MAINSTREET AV213 BISTRO BROWN

CERAMIC WALL TILE:

CWT1 CERAMIC TILEWORKS, 4" X16" MOD, BISCUIT

GROUT: TEC POWER GROUT

GT1 935 SILHOUETTE - AT FLOORS AND WALLS

TRIM PIECES:

TR1 SCHLUTER, BULLNOSE OUTSIDE CORNERS, RONDEC; AE SATIN ANODIZED ALUMINUM

TR2 SCHLUTER, COVE BASE, DILEX AHK; AE SATIN ANODIZED ALUMINUM

TR3 SCHLUTER, EDGE PROTECTION, SCHIENE; AE SATIN ANODIZED ALUMINUM

09 51 00 ACOUSTICAL CEILINGS

ACT1 ARMSTRONG, CIRRUS 534, 15/16" GRID, 2' X 2' TEGULAR EDGE

ACT2 ARMSTRONG, CORTEGA 704, 15/16" GRID, 2' X 2' TEGULAR EDGE

ACT3 ARMSTRONG, ULTIMA HEALTHZONE 1935, 15/16" GRID, 2' X 2' SQUARE EDGE

ACT4 CERTAINTEED, AQUAROCK 1182-CRF-1SV, 15/16" ALUMINUM GRID, 2' X 2' SQUARE EDGE

09 65 13 RESILIENT BASE AND ACCESSORIES

RESILIENT BASE:

RB1 JOHNSONITE 80 FAWN

09 65 16 RESILIENT SHEET FLOORING

RESILIENT SHEET FLOORING:

RSF1 MANNINGTON, BIOSPEC MD 15362 ECRU

WELD ROD: MANNINGTON 842405

STAINLESS STEEL COVE CAP AT INTEGRAL BASE

09 65 19 RESILIENT TILE FLOORING

LUXURY RESILIENT TILE:

LRT1 KARNDEAN, 16" X 16" DA VINCI LST05 SANTI LIMESTONE (MONOLITHIC INSTALL)

VINYL COMPOSITION TILE:

VCT1 ARMSTRONG, STANDARD EXCELON 51811 ANTIQUE WHITE

VCT2 ARMSTRONG, STANDARD EXCELON 51876 MINT CREAM

09 91 00 PAINTING

P1 SHERWIN WILLIAMS 7526 MAISON BLANCHE

P2 SHERWIN WILLIAMS 6156 RAMIE

P3 SHERWIN WILLIAMS 7505 MANOR HOUSE

P4 NOT USED

P5 NOT USED

P7 NOT USED

P8 NOT USED

P9 NOT USED

P10 SHERWIN WILLIAMS 7527 NANTUCKET DUNE (HOLLOW METAL FRAMES)

EPOXY PAINT:

EP1 SHERWIN WILLIAMS 7006 EXTRA WHITE

EP2 SHERWIN WILLIAMS 7256 MAISON BLANCHE

EP3 NOT USED

EP4 SHERWIN WILLIAMS 7622 HOMBURG GRAY

10 21 13 TOILET PARTITIONS

METPAR, SP638 STONE GRANITE

10 21 16 SHOWER STALLS

SHOWER PAN:

SHP1 INPRO CORPORATION, BIO PRISM P9002 WHITE SAND

SHOWER WALLS:

SHW1 INPRO CORPORATION, BIO PRISM P9702 ARID

10 26 00 WALL PROTECTION

HANDRAIL:

HR1 INPRO CORPORATION, 800 SERIES, 0110 MONTEREY

CORNERGUARDS:

CG1 INPRO CORPORATION, 150 SERIES, 3" WING, 8' HIGH, 0110 MONTEREY

STAINLESS STEEL CORNERGUARDS:

SCG1 INPRO CORPORATION, 3-1/2", 430 STANDARD GRADE, CEMENT-ON 16 GAUGE, 8' HIGH

SHEET WALL PROTECTION:

SWP1 INPRO CORPORATION, PALADIUM RIGID SHEET 0.060" THICKNESS, 0110 MONTEREY

SWP2 INPRO CORPORATION, PALADIUM RIGID SHEET 0.060" THICKNESS, 0547 AMBER CHERRY

10 51 13 FORMED METAL LOCKERS

LYON; 52 CANYON

12 32 00 MANUFACTURED WOOD CASEWORK

PLASTIC LAMINATE:

PL1 FORMICA 7012-58 AMBER MAPLE

PL2 NOT USED

PL3 NOT USED

12 38 00 COUNTERTOPS

SOLID SURFACE:

SS1 CORAIN MAUI

SS2 MEGANITE 373 AR MOROCCO MIST

SS3 CORIAN BONE

GENERAL INTERIOR FINISH NOTES:

1. SEE AR101B SHEET FOR CEILING MATERIAL, TYPE, AND HEIGHT.

2. SEE A101B SHEET FOR CORNER GUARD (CG#), CHAIRRAIL (CR#), AND HANDRAIL (HR#) LOCATIONS.

3. SINGLE OR FIRST FINISH TYPE IN NEW ROOM FINISH SCHEDULE COLUMN INDICATES FIELD FINISH IN ENTIRE ROOM. ADDITIONAL FINISH TYPE(S) IN NEW ROOM

FINISH SCHEDULE COLUMN INDICATES ACCENT(S). SEE I100 SERIES SHEETS FOR ACCENT FLOOR AND WALL FINISH TYPE LOCATIONS.

4. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS.

5. ALL REQUESTS FOR SUBSTITUTIONS FOR SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING; WITH ALTERNATIVE PRODUCT INFORMATION TO THE ARCHITECT

AND WILL BE CONSIDERED ONLY IF DEEMED ACCEPTABLE WITH REGARD TO QUALITY, APPEARANCE AND FUNCTION. REFER TO SPECIFICATIONS FOR PROCEDURE.

6. FOR ITEMS NOT SPECIFIED, ASSUME INTERIOR SELECTIONS WILL BE MADE FROM FULL RANGE OF MANUFACTURER'S STANDARDS INCLUDING PREMIUM COLORS.

7. IF THERE IS A CONFLICT BETWEEN DRAWINGS AND THE SCHEDULE, CONTACT THE ARCHITECT FOR CLARIFICATION.

8. SALVAGE FLOOR, BASE, WALL COVERING AND CEILING TILE FOR REUSE AS NOTED.

FLOORING:

1. ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED UNLESS OTHERWISE NOTED, REFERENCE ARCHITECTURAL SPECIFICATIONS.

2. FLOAT FLOORS AS NECESSARY TO PROVIDE FLUSH TRANSITIONS BETWEEN FLOORING MATERIALS. SEE XXXXX SHEET FOR FLOOR TRANSITIONS.

3. CENTER ALL FLOORING TRANSITIONS DIRECTLY UNDER THE CENTERLINE OF DOOR IN CLOSED POSITION.

BASE:

1. BASE SHALL BE ROLL GOODS, NOT SECTIONS OR PIECE GOODS.

WALLS:

1. REFER TO THE PAINT SCHEDULE IN THE SPECIFICATIONS FOR THE SPECIFIC PAINT SYSTEM LOCATIONS.

2. WHERE ACCENT PAINTS ARE INDICATED ON THE DRAWINGS, COLOR IS TO EXTEND TO THE LENGTH AND ENDS ON THE INSIDE CORNER WHERE INDICATED.

3. ALL METAL GRILLES,…