36C25218B1094-002.pdf

PDF 9 MB Posted Nov 6, 2018

Attached to: Upgrade 4 East In-Patient Rooms Construction Project 585-17-107 At the Oscar G Johnson VA Medical Center
Solicitation number: 36C25218B1094
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

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36C25218B1094 S02 - Att - Plans - 585-17-107.pdf

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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(#)

CLG

CMU

COL

CONC

CONT

CORR

CR(#)

CTR

CUB

DBL

DEPT

DIA

DICT

DIM

DUMB

DWG

ELEC

ELEV

EMER

EPB

ETCET

EWC

EXIST

EXP

EXT

FDN

FEC

FIN

FLASH

FLR

FLUOR

FTG

GALV

GYP

HDR

HOR

HR(#)

HSKP

HSS

HTR

HVAC

INSUL

INT

KIT

LAB

LAM

LB(S)

LKR

MAX

MECH

MFGR

MIN

MISC

MTL

NIC

NO(S)

NOM

NTS

OFF

OPG

OPP

PART

PB(#)

PCR

PLAM

PLAS

PLBG

RAD

REF

REINF

REQ

RM(S)

SCHED

SIM

SPEC

ST STL

STD

STL

STOR

STRUC

SUPP

SYM

T T/

TELE

TERR

TLT

TRK

TYP

VCT

VER

VERT

VEST

VWC

WAINS

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

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"

A101

DETAIL NUMBER

SHEET NUMBER

S3A

A101

ELEVATION NUMBER

SHEET NUMBER

ROOM NAME

VIEW TITLE

SCALE

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 FOURTH FLOOR TO UNDERSIDE OF STRUCTURE ABOVE IS APPROXIMATELY 10'-1" (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. 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.

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

AND WORK TIME LIMITATIONS.

9. FOR FLOOR TRANSITION DETAILS, SEE

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

PROVIDED UNDER SEPARATE CONTRACT, SEE

11. 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.

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

13. 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.

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

FLOORING AS REQUIRED FOR SELF LEVELER.

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

SEE SHEET A701A

A501A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

4-EAST IN-PATIENT ROOMS UPGRADE

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: 5700.04

SEPTEMBER 7, 2018

585-17-107

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

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JAH Author

G001A

COVER SHEET

DWG. 1 OF 28

4-EAST IN-PATIENTS ROOM UPGRADE, OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

BID DOCUMENTS

SEPTEMBER 7, 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

4E SUPERVISOR

HOUSEKEEPING/NESS

OI&T

BIO-MED

INDUSTRIAL HYGIENIST

LOGISTICS

PHARMACY

APPROVALS

GENERAL

1 G001A COVER SHEET

ARCHITECTURAL

2 AD101A FOURTH FLOOR - DEMOLITION PLAN

3 A101A FOURTH FLOOR - NEW WORK PLAN

4 AR101A FOURTH FLOOR - REFLECTED CEILING PLAN

5 AC101A FOURTH FLOOR - COORDINATION CEILING PLAN

6 A401A ENLARGED PLANS AND ELEVATIONS

7 A501A MISCELLANEOUS DETAILS

8 A701A CASEWORK DETAILS

INTERIORS

9 I001A EXISTING AND NEW ROOM FINISH SCHEDULE

10 I101A FOURTH FLOOR - WALL SPECIAL PLAN

11 I102A FOURTH FLOOR - FLOOR SPECIAL PLAN

FIRE PROTECTION

12 FD101A FOURTH FLOOR FIRE PROTECTION DEMOLITION PLAN

13 F101A FOURTH FLOOR FIRE PROTECTION NEW WORK PLAN

PLUMBING

14 PD101A FOURTH FLOOR WATER PIPING DEMOLITION PLAN

15 PD102A FOURTH FLOOR SANITARY PIPING DEMOLITION PLAN

16 PL101A FOURTH FLOOR SANITARY PIPING PLAN

17 PP101A FOURTH FLOOR WATER PIPING PLAN

18 PG101A FOURTH FLOOR MEDICAL GAS PIPING PLAN

HVAC

19 MD101A FOURTH FLOOR PLAN - DEMOLITION (DUCTWORK)

20 MH101A FOURTH FLOOR PLAN - NEW WORK (DUCTWORK)

ELECTRICAL

21 E001A ELECTRICAL SYMBOLS AND ABBREVIATIONS

22 ED101A FOURTH FLOOR DEMOLITION PLAN

23 EL101A FOURTH FLOOR LIGHTING PLAN

24 EP101A FOURTH FLOOR POWER PLAN

25 ET101A FOURTH FLOOR TELECOMMUNICATIONS

26 EY101A FOURTH FLOOR AUXILIARY SYSTEMS PLAN

27 FA101A FOURTH FLOOR FIRE ALARM PLAN

28 EK600A ELECTRICAL SCHEDULES & DETAILS

ABBREVIATIONSMATERIALS AND SYMBOLSGENERAL NOTES

Revisions: Date:

50% DESIGN SUBMITTAL 04/12/2018

95% DESIGN SUBMITTAL 05/03/2018

BID DOCUMENTS 09/07/2018

22 24

27 29 30

3128262321

TRAINING

ROOM

MED/ SURG

BED

ICU

ANTEROOM

4271A

ICU

TOILET

4270A

TOILET

4268A

MED/ SURG

BED

MED/ SURG

BED

SUPPLY

NURSE

STATION

NURSE

STATION

CART

ALCOVE

CORRIDOR

4260C

COMMUNICATOR

CONSULT

HSKP

TOILET

4262A

OFFICE

TOILET

4250A

MED/ SURG

#11

ELEVATOR

LOBBY

PASSAGE

4242P

NURSE

STATION

MED/ SURG

#10

TOILET

4251A

TOILET

4245A

MED/ SURG #9

SOILED

STORAGE

CLEAN

MED/ SURG #8

TOILET

4230A

MED/ SURG #7

TOILET

4234A

TOILET

4236A

MED/ SURG #6

NURSE

STATION

PASSAGE

4230P

BARIATRIC

M/S #5

TOILET

4237A

TOILET

4233A

BARIATRIC

M/S #4

TUB ROOM

NURSE

MANAGER

STERILE

SUPPLY

STAFF

TOILET

SOCIAL

WORKER

PHYS CHART

OFFICE

NOURISH

DATA &

PHONE

CORRIDOR

4212C

MED/ SURG #2

MED/ SURG #3

STAIR 4

SHAFT

STAIR 3

MEDS

PASSAGE

4230P

NURSE

TOILET

4216A

EQUIPMENT

CHEIF, RESP./

CARDIO.

EDUCATION/

CHART ROOM

DRESSING

4282A

STAIR 2

TOILET

4215A

TOILET

4211A

SEMI-PRIVATE

OBSERVATION

ANTE

TOILET

4205A

ISOLATION

PFL

PASSAGE

4280P

CARDIO-P

WAITING

ELEVATOR

LOBBY

LOCKER

B B

B BB

C C

D D

DD D D

D D

C C

E E

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 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, UNLESS NOTED OTHERWISE ON

DRAWINGS.

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. REMOVE OR PREP EXISTING FINISHES WHERE NEW FINISHES ARE

SCHEDULED IN THE NEW FINISH SCHEDULE.

5. REMOVE 2" TOPPING TO STRUCTURAL SLAB (IN AREAS SHOWN AS

THUS ) FOR INSTALLATION OF NEW TOPPING. (CONFIRM

FLOOR FIRE RATING CONSTRUCTION).

DEMOLITION KEYED NOTES:

A CASEWORK TO BE DEMOLISHED

B REMOVE VINYL WALL COVERING FROM ALL EXISTING WALLS TO

REMAIN. PREPARE FOR NEW PAINT

C REMOVE ALL FIXTURES, ACCESSORIES AND CEILINGS. REMOVE

DRYWALL DOWN TO BARE STUDS. REMOVE TOPPING SLAB DOWN

TO STRUCTURE

D REMOVE WINDOW SILL

E REMOVE CEILING TILES. EXISTING GRID TO REMAIN.

F MODIFY EXISTING GYPSUM WALL BOARD BULKHEAD AT NURSE

DESK; REFER TO REFLECTED CEILING PLAN.

G DEMO EXISTING HEADWALL AND BED LOCATOR (TO BE REPLACED).

REMOVE BALANCE OF FIXTURES AND SALVAGE FOR RE-INSTALLATION.

PREP EXISTING WALL FOR INSTALLATION OF NEW WALL FURRING. DO

NOT REMOVE EXISTING GWB - EXISTING WALL MUST MAINTAIN FIRE

RATING.

X PHASE ORDER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

4-EAST IN-PATIENT ROOMS UPGRADE

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: 5700.04

SEPTEMBER 7, 2018

585-17-107

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

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JAH Author

AD101A

FOURTH FLOOR - DEMOLITION PLAN

DWG. 2 OF 28

1/8" = 1'-0"

FOURTH FLOOR - DEMOLITION

Revisions: Date:

SCHEMATIC DESIGN 03/15/2018

50% DESIGN SUBMITTAL 04/12/2018

95% DESIGN SUBMITTAL 05/03/2018

BID DOCUMENTS 09/07/2018

1/16" = 1'-0"

FOURTH FLOOR - PHASING

22 24

27 29 30

3128262321

TRAINING

ROOM

STAIR 4

MED/ SURG

BED

ICU

ANTEROOM

4271A

TOILET

4270A

TOILET

4268A

MED/ SURG

BED

SHAFT

MED/ SURG

BED

4262MEDS

SUPPLY

NURSE

STATION

NURSE

STATION

CART

ALCOVE

CORRIDOR

4260C

COMMUNICATOR

CONSULT

HSKP

TOILET

4262A

OFFICE

TOILET

4250A MED/ SURG

#11

ELEVATOR

LOBBY

PASSAGE

4242P

NURSE

STATION

MED/ SURG

#10

4251TOILET

4251A

TOILET

4245A

MED/ SURG #9

SOILED

SHAFTSTORAGE

SHAFT

STAIR 3

CLEAN

MED/ SURG #8

TOILET

4230A

MED/ SURG #7

TOILET

4234A

TOILET

4236A

MED/ SURG #6

NURSE

STATION

PASSAGE

4230P

BARIATRIC

M/S #5

TOILET

4237A

TOILET

4233A

BARIATRIC

M/S #4

TUB ROOM

NURSE

MANAGER

STERILE

SUPPLY

STAFF

TOILET

SOCIAL

WORKER

PHYS CHART

OFFICE

4217MED/ SURG #2

NOURISH

DATA &

PHONE

MED/ SURG #3

CORRIDOR

4212C

PASSAGE

4230P

NURSE

TOILET

4216A

EQUIPMENT

CHEIF, RESP./

CARDIO.

EDUCATION/

CHART ROOM

DRESSING

4282A

STAIR 2

TOILET

4215A

TOILET

4211A

SEMI-PRIVATE

OBSERVATION

ANTE

TOILET

4205A

ISOLATION

ELEVATOR

LOBBY

CARDIO-P

WAITING

PASSAGE

4280P

PFL

LOCKER

A401A

TYPICAL

A401A

1 1

RENOVATION WORK

INCLUDED AS PART OF

A SEPERATE PROJECT

SIM.

2 2

A401A

SIM.

ICU

CG1

CG1 CG1

CG1

CG1 CG1

CG1

CG1 CG1

CG1 CG1 CG1

CG1

CG1 CG1

CG1

5 5

A401A

SIM.

55 5 5

5 5

6 6 6

6 6

7 7

8 8

A401A

S3A

S3-

VERIFY IN FIELD

8'-0"

SIM.

NEW WORK PLAN KEYED NOTES

1 REFACE ALL HANDRAILS WITHIN CORRIDOR 4212C, EAST SIDE OF

CORRIDOR 4260C, PASSAGE 4242P, ELEVATOR LOBBY 4244 AND

PASSAGE 4230P. A NEW WALL GUARD SHOULD BE INSTALLED BELOW

ALL HANDRAILS. REFER TO FINISH SCHEDULE ON SHEET I001A. SEE

DETAIL

2 NEW TOPPING SLAB SHALL BE INSTALLED FLAT WITH NO SLOPE. IF

A SLOPE IS REQUIRED DUE TO EXISTING CONDITIONS SLAB SHALL

PITCH TOWARD THE SHOWER. IF EXISTING CONDITIONS DO NOT

ALLOW THE NEW TOPPING SLAB TO BE POURED FLAT OR PITCH

TOWARD THE SHOWER NOTIFY OWNER/ARCHITECT PRIOR TO

POURING NEW TOPPING SLAB.

3 REMOVE EXPANSION JOINT COVERS AS NEEDED FOR NEW FINISHES.

REINSTALL UPON COMPLETION OF WORK

4 REPLACE DAMAGED CABINET DOOR

5 NEW SOLID SURFACE WINDOW SILL, SEE: --------------

A501A

6 SHOWER PAN RECEPTOR BY GENERAL TRADE, SEE:

ACCESSIBLE THRESHOLD BY SHOWER PAN

MANUFACTURER, SEE:

FOR TYPICAL SHOWER ELEVATIONS, SEE:

A501A

7 INSTALL NEW INSULATION AT INSIDE FACE OF EXTERIOR WALL. NEW

INSULATION SHALL BE A FOIL FACED 2" POLYISOCYANURATE

INSULATION FROM FLOOR TO CEILING AT ALL EXPOSED EXTERIOR

WALL SURFACES; TAPING/SEALING ALL JOINTS AND ENDS. NEW

INSULATION SHOULD BE ATTACHED DIRECTLY TO INSIDE FACE OF

EXTERIOR WALL PER MANUFACTURER'S RECOMMENDATION. ONCE

EXISTING INSULATION IS EXPOSED NOTIFY OWNER/ARCHITECT FOR

EVALUATION OF EXISTING PRIOR TO INSTALLATION OF ANY NEW

INSULATION. SEE

8 PROVIDE NEW STRUCTURAL SUPPORT FOR SWING UP GRAB BARS. SEE

DEMO WALL AS NECCESSARY TO ALLOW FOR NEW SUPPORT.

A501A

A701A

9 FUR OUT EXISTING WALL FOR INSTALLATION OF NEW RECESSED

HEADWALL. FIRE RATING OF EXISTING SHAFT WALL SHOULD BE

MAINTAINED.

D10

A501A

10 CONTRACTOR TO MOCK UP NEW HEADWALL WALL FOR OWNER REVIEW

PRIOR TO INSTALLING NEW. OWNER TO VERIFY LOCATION OF ALL

COMPONENTS PRIOR TO INSTALL.

A501A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

4-EAST IN-PATIENT ROOMS UPGRADE

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: 5700.04

SEPTEMBER 7, 2018

585-17-107

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 E

N T

R A

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A101A

FOURTH FLOOR - NEW WORK PLAN

DWG. 3 OF 28

1/8" = 1'-0"

FOURTH FLOOR - NEW WORK

Revisions: Date:

SCHEMATIC DESIGN 03/15/2018

50% DESIGN SUBMITTAL 04/12/2018

4205A

4211A

4215A

4216A 4216

4270A

4268A

4262A

4250A

42514245

4245A 4251A

4242P4212C

4260C

4212C

4230A

4230P

4233A

4237A

4236A

4234A

ACT

(8' - 0")

2X2

ACT

8' - 0" 2X2

ACT

(8' - 0")

2X2

ACT

(8' - 0") 2X2

ACT

8' - 0" 2X2

ACT

8' - 0"

2X2

ACT

(8' - 0") 2X2

ACT

(8' - 0")

2X2

ACT

8' - 0"

2X2

ACT

8' - 0" 2X2

ACT

(8' - 0")

2X2

ACT

(8' - 0")

2X2

ACT

(7' - 10") 2X2

ACT

8' - 0"

2X2

ACT

8' - 0"

2X2

ACT

(8' - 0")

2X2

ACT

8' - 0"

2X2

ACT

(8' - 0") 2X2

ACT

(8' - 0")

2X2

ACT

8' - 0"

2X2

ACT

8' - 0"

2X2

ACT

(8' - 0")

2X2

ACT

(7' - 10") 2X2

ACT

(8' - 0")

2X2

ACT

8' - 0"

2X2

ACT

(8' - 0")

2X2

ACT

(8' - 4")

2X2

ACT

8' - 0"

2X2

ACT

(8' - 0")

2X2

ACT

(8' - 0")

2X2

ACT

8' - 0"

2X2

ACT

8' - 0"

2X2

ACT

(8' - 0")

2X2

ACT

(7' - 10")

2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10")

2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10")

2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10")

2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10") 2X2

ACT

(7' - 5")

2X2

ACT

8' - 0"

2X2

ACT

(8' - 0")

2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10")

2X2

ACT

(7' - 10") 2X2

ACT

(7' - 10")

2X2

ACT

(7' - 10")

2X2

ACT

(7' - 6")

2X2

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

GYP

7' - 6"

4271A 4271

4212D

4282A

ACT

(8' - 0")

2X2

ACT

(8' - 0")

2X2

GYP

(8' - 10")

GYP

(8' - 0")

GYP

(8' - 10")

GYP

(8' - 0")

GYP

(8' - 10")

GYP

(8' - 10")

GYP

(8' - 10")

GYP

(8' - 0")

GYP

(8' - 0")

GYP

(8' - 10")

GYP

(8' - 0")

GYP

(8' - 10")

GYP

(8' - 0")

GYP

(8' - 0")

GYP

(8' - 10") P

GYP

(8' - 10") P

GYP

(8' - 0")

GYP

(8' - 10") P

GYP

(8' - 0")

GYP

(8' - 10") P

GYP

(8' - 0") P

GYP

(8' - 10") P

GYP

(7' - 10") P

GYP

(8' - 10") P

GYP

(8' - 0") P

GYP

(8' - 10") P

GYP

(8' - 0") P

GYP

(8' - 10") P

GYP

(8' - 0")

GYP

(8' - 10") P

GYP

(8' - 0") P

GYP

(8' - 10") P

GYP

(8' - 0") P

GYP

(8' - 10") P

GYP

(7' - 10") P

GYP

(8' - 10")

GYP

(8' - 0")

GYP

(8' - 10")

GYP

(8' - 0")

GYP

(8' - 10")

GYP

(8' - 0")

GYP

(8' - 10")

GYP

(8' - 0")

GYP

(8' - 10") P

GYP

(8' - 0") P

GYP

(8' - 10") P

GYP

(8' - 0") P

GYP

(8' - 10")

GYP

(8' - 0") P

GYP

(7' - 8")

GYP

(7' - 8")

GYP

(7' - 8")

GYP

(7' - 8") P

GYP

(7' - 8") P

GYP

(7' - 8") P

GYP

(7' - 2") P

GYP

(7' - 8") P

GYP

(7' - 8") P

GYP

(7' - 8") P

GYP

(7' - 8") P

GYP

(7' - 8") P

GYP

(7' - 2") P

GYP

(7' - 6") P

GYP

(7' - 6") P

GYP

(7' - 6")

GYP

(7' - 8")

GYP

(7' - 10") P

GYP

(7' - 2")

GYP

7' - 6"

2 2

GYP

7' - 2" P

GYP

(7' - 8") P

13'-6 1/2"

5 5

V A

S E

E P

L A

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)

VARIES - SEE PLAN

1. UNLESS DIMENSIONED OTHERWISE ON THIS PLAN, NEW CEILING

GRIDS ARE CENTERED IN ROOM IN BOTH DIRECTIONS. EXISTING

TO BE MODIFIED IN PLACE.

2. SEE I001A FOR CEILING FINISH TYPE

3. COORDINATE/VERIFY LOCATION OF CEILING MOUNTED LIGHTS

WITH OWNER PRIOR TO INSTALLATION OF SUPPORT

STRUCTURE.

GENERAL CEILING PLAN NOTES:

ARCHITECTURAL REFLECTED

CEILING PLAN NOTES

ACOUSTICAL TILE

CEILINGS

PLASTER / GYPSUM BOARD CEILINGS

CEILING HEIGHT (PARENTHESIS INDICATES

EXISTING CEILING GRID HEIGHT TO REMAIN)

CEILING TYPE

CEILING MATERIAL

ACT: ACOUSTICAL TILE CEILING

ESA: EXPOSED STRUCTURE ABOVE

GYP: GYPSUM BOARD

SMP: PAINTABLE SHEET METAL PANELS BY

MECHANICAL TRADE

CEILING HEIGHT (PARENTHESIS INDICATES

EXISTING CEILING GRID HEIGHT TO REMAIN)

8'-0"

MATERIAL AND SYMBOLS LEGEND:

INDICATES LOCATION OF CUT CEILING TILES

REQUIRED TO CENTER GRID PATTERNS IN

CORRIDORS

CUBICLE TRACK,

REPLACE ALL CEILING TILES WITH GRIDS SHOWN ON PLAN. EXISTING GRID IS

2X4 AND IS TO REMAIN. MODIFY GRID TO BE 2X2. VERIFY THAT INFILL

PORTIONS OF GRID MATCH EXISTING PRIOR TO STARTING WORK.

ARCHITECT/OWNER TO APPROVE COLOR AND STYLE MATCH. CEILINGS IN

RESIDENT BATHROOMS ARE COMPLETE REMOVAL AND REBUILD.

FINISH TYPE

AR101A

SEE

CEILING PLAN KEYED NOTES:

1 MODIFY CEILING AS REQUIRED FOR NEW WALLS.

2 REMOVE AND REINSTALL CURBICAL CURTAIN TRACK AS REQUIRED FOR CEILING WORK.

3 MODIFY EXISTING GYPSUM BOARD SOFFIT AS REQUIRED FOR NEW GYPSUM BOARD SOFFIT.

4 MODIFY EXISTING CEILING GRID AS REQUIRED FOR NEW GYPSUM BOARD SOFFIT.

5 EXISTING PATIENT LIFT SYSTEM (NOT DEPICTED) TO REMAIN. FIELD VERIFY TRACK LOCATION.

CUBICLE TRACK

CONTINUOUS 20 GAUGE

METAL STUD

#8 x 2 1/2" SELF-

DRILLING PHILLIPS

PAN HEAD SCREWS

24" O.C. STAGGERED

ACOUSTICAL

GRID BEYONDTUBE SPACER AT

EACH SCREW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

4-EAST IN-PATIENT ROOMS UPGRADE

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: 5700.04

SEPTEMBER 7, 2018

585-17-107

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

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JAH Author

AR101A

FOURTH FLOOR - REFLECTED CEILING

PLAN

DWG. 4 OF 28

1/8" = 1'-0"

FOURTH FLOOR - REFLECTED CEILING PLAN

1 1/2" = 1'-0" F3

CEILING DROP

6" = 1'-0"

CUBICAL TRACK

Revisions: Date:

SCHEMATIC DESIGN 03/15/2018

50% DESIGN SUBMITTAL 04/12/2018

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.

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

PAINTED SHEET METAL PANELP.

CONCEALED PENDENT SPRINKLER HEAD

CEILING COORDINATION PLAN LEGEND

EXHAUST GRILLE

SUPPLY DIFFUSER

PENDENT SPRINKLER HEAD

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

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

4-EAST IN-PATIENT ROOMS UPGRADE

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: 5700.04

SEPTEMBER 7, 2018

585-17-107

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

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Checker Author

AC101A

FOURTH FLOOR - COORDINATION

CEILING PLAN

DWG. 5 OF 28

1/8" = 1'-0"

FOURTH FLOOR - COORDINATION CEILING PLAN

Revisions: Date:

RELOCATE LIFT

TRANFORMER OUT

OF PATIENT LINE OF

SIGHT.

A401A

A401AB6

TOILET

4234A

MED/ SURG #7

82"HEADWALL

54"

D-1

RELOCATE LIFT

TRANFORMER OUT

OF PATIENT LINE OF

SIGHT.

A401A B2

MED/ SURG

BED

TOILET

4262A B1

88"

54"

D-1

A401A

D11

SEE KEYED

NOTE 10 ON

SHEET A101A

RELOCATE LIFT

TRANFORMER OUT

OF PATIENT LINE OF

SIGHT.

A401A

C6 C7

A401AB4

MED/ SURG #3

TOILET

4216A

HEADWALL

68"

D-1

RELOCATE LIFT

TRANFORMER OUT

OF PATIENT LINE OF

SIGHT. RELOCATE LIFT

TRANFORMER OUT

OF PATIENT LINE OF

SIGHT.

RELOCATE LIFT

TRANFORMER OUT

OF PATIENT LINE OF

SIGHT.

A401A

A401A D2

A401A D9

A401AD6

A401AC1

A401A

D2A401A

A401A

SIM.

ISOLATION

ANTE

TOILET

4205A

SEMI-PRIVATE

OBSERVATION

TOILET

4211A

TOILET

4215A

MED/ SURG #2

PT-1

HEADWALL

116"

68"

106"

D-1

A701A

24" 72"F F

PL1

L F5

A701A

M-1

GB-18

GB-SU INTEGRAL SINK

EQUAL TO

CORIAN 810P

SR-1

SS3

SEE

FOR TYPICAL

SHOWER

ELEVATION

A701A

F24" 72"F

A701A

VERIFY

2'-7"

INTEGRAL SINK

EQUAL TO

CORIAN 810P

24" 72"

M-1

SD-1

PT-1

PL1

SS2

L LF5

A701A

GB-18

M-1

GB-SU

SEE

FOR TYPICAL

SHOWER

ELEVATION

VERIFY

2'-7"

INTEGRAL SINK

EQUAL TO

CORIAN 810P

SR-1

D-1

SS3

A701A

SD-1

PT-1

LOCATION AS EXISTING

SINK TO BE IN SAME

EXISTING CEILING TRACK SYSTEM TO

REMAIN. FIELD VERIFY LOCATION.

A701A

39" 72"F

PL1

27" 24"

27" 34"

SINK BY

PLUMBING

TRADE

SD-1

2'-6"

27" 24"

A701A

PL1

SS2

PL2

CB 2

EQ EQ

PL3

A401A

NURSE

A401A A5A6

NURSE

STATION

A401A

D10

COMMUNICATOR

TRASH

CONF.

BIN

COPIER

PRINTER

LABEL

PRINTER

LABEL

PRINTER

PRINTERE

A401A

A401AB8

11'-9 1/2"

A501A

A8 Sim

4' - 6"

SD-1

LG-1 CH-1

SEE

FOR TYPICAL

SHOWER

ELEVATIONS

SR-1

D-1

9 1/4"

A701A

GB-42

GB-SU

TD-3

PT-1

GB-42

GB-18

GB-SU

TD-3

PT-1 SD-1

LG-1

CH-1E

SEE

FOR TYPICAL

SHOWER

ELEVATIONS

SR-1

D-1

A701A

M-1

GB-18

A701A

GB-SU INTEGRAL SINK

EQUAL TO

CORIAN 810P

SS3

GB-18

GB-42

CH-1

GB-SU

SR-1

D-1

18"

TD-1

PT-1

SEE

FOR TYPICAL

SHOWER

ELEVATIONS

A701A

SD-1 LG-1

SR-1

SEE

FOR TYPICAL

SHOWER

ELEVATIONS

A701A

EXISTING CEILING TRACK

SYSTEM TO REMAIN. FIELD

VERIFY LOCATION.

M-1

GB-18

GB-SU

PT-1

GB-18

GB-42

GB-SU

CH-1

SR-1

D-1

TD-1

SEE

FOR TYPICAL

SHOWER

ELEVATIONS

A701A

24" 72" FF

A701A

PL1

24" 72" 21" 34"F F

VERIFY ON SITE BASE

CABINET WIDTH AND

LAYOUT PER ROOM

A701A

PL1

PL3

M-1

GB-18

GB-SU

A701A

VERIFY

2'-7"

INTEGRAL SINK

EQUAL TO

CORIAN 810P

SS3

GB-18

CH-1

GB-42

GB-SU

SR-1

D-1 18"

TD-1

PT-1

SEE

FOR TYPICAL

SHOWER

ELEVATIONS

A701A

E E

LG-1 SD-1

SR-1

SEE

FOR TYPICAL

SHOWER

ELEVATIONS

A701A

EXISTING CEILING TRACK

SYSTEM TO REMAIN. FIELD

VERIFY LOCATION.

SA SA

33" 24" 36" 24"

MONITOR (VV)

EQ EQ

PL3

PL2

MONITOR (VV)

EQ EQ

PL3

A701A

E E

TRP1

SS1

PPS1

PL2

PL1

SS1

PL1

A701A

SOLID

SURFACE

WRAPS UP

THE SIDE

CEILING MOUNTED

TELEVISION MONITOR

(VC)

A701A

TRASH

SS1

PPS1

SS1

PPS1

F F

36" 24" 18" 24"

PL3

PL2

LG-1

SD-1

MEDS

A401A

C10

SD-1

PT-1 E

MEDS

CART

MEDS

CART

MEDS

CART

PYXIS

EPYXIS

PYXIS

MEDS

CART

FRIDGE

F F36" 24" 36" 24" 21" 24"

30" 34" 30" 34"F F

SD-1 PT-1

E E

A701A

2'-9 3/4"

PL1

PL2

SS1

21" 24"36" 24"36" 24"36" 24"

E E

EEE

F F

BLANK

PANEL

36" 34"39" 34"39" 34"

A701A

PL1

PL2

SS1

PPS1

MONITOR

(VC)

SOLID SURFACE

WRAPS UP THE SIDE

L L L L L L L

3'-0"3'-0"

1/2" GAP

" 2

ELEVATION

NOT IN TRUE BASE AS

SCHEDULED

A701A --------------D9

A701A --------------D8

A701A

SS1

PPS1

TRP1

ELEVATION

NOT IN TRUE

A701A

BASE AS

SCHEDULED

PL2

PL1

SS1

PPS1

SS1

MED GAS

SECURITY

CONSOLE

(CC)

MED GAS

SECURITY

CONSOLE

(CC)

BED LOCATOR (CC)

6" MIN. 6" MIN.

EXISTING HEADWALL LIGHT

TO BE RE-INSTALLED.

REFER TO ELECTRICAL

FIELD VERIY WIDTH

8'-0"

SEE KEYED

NOTE 10 ON

SHEET A101A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

4-EAST IN-PATIENT ROOMS UPGRADE

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: 5700.04

SEPTEMBER 7, 2018

585-17-107

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

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R A

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JAH Author

A401A

ENLARGED PLANS AND ELEVATIONS

DWG. 6 OF 28

1/4" = 1'-0"

TYPICAL ROOM

1/4" = 1'-0"

MED/ SURG BED 4262

1/4" = 1'-0"

MED/ SURG #3 4216

1/4" = 1'-0"

ROOMS 4205, 4211 AND 4215

1/4" = 1'-0" D1

ROOM 4205 - SOUTH ELEV.

1/4" = 1'-0"

TOILET 4205/4211 - EAST ELEV.

1/4" = 1'-0" D9

ROOM 4211 - EAST ELEV.

1/4" = 1'-0"

TOILET 4215 - WEST ELEV.

1/4" = 1'-0" C1

ROOM 4215 - WEST ELEV.

1/4" = 1'-0"

ROOM 4215 - SOUTH ELEV.

1/4" = 1'-0" C3

ANTE 4207 - NORTH ELEV.

1/4" = 1'-0" A2

NURSE 4214 - SOUTH ELEV.

1/4" = 1'-0"

NURSE 4214

1/4" = 1'-0"

NURSE 4238

1/4" = 1'-0"

COMMUNICATOR 4261

1/4" = 1'-0" D3

ROOM 4205A - SOUTH ELEV.

1/4" = 1'-0"

ROOM 4205A - NORTH ELEV.

1/4" = 1'-0" D7

TOILET 4215A - SOUTH ELEV.

1/4" = 1'-0"

TOILET 4215A - NORTH ELEV.

1/4" = 1'-0" C5

TOILET 4216A - NORTH ELEV.

1/4" = 1'-0"

TOILET 4216A - WEST ELEV.

1/4" = 1'-0" C7

TOILET 4216A - EAST ELEV.

1/4" = 1'-0" B2

TOILET 4262A - EAST ELEV.

1/4" = 1'-0"

TOILET 4262A - NORTH

1/4" = 1'-0" B4

ROOM 4216 - WEST

1/4" = 1'-0"

ROOM 4234 - NORTH - TYPICAL

1/4" = 1'-0" B6

TOILET 4234A - WEST - TYPICAL

1/4" = 1'-0"

TOILET 4234A - NORTH - TYPICAL

1/4" = 1'-0" C8

TOILET 4234A - SOUTH ELEV. - TYPICAL

1/4" = 1'-0" A5

NURSE 4238 - EAST ELEV.

1/4" = 1'-0"

NURSE 4238 - WEST ELEV.

1/4" = 1'-0" A7

COMMUNICATOR 4261 - NORTH ELEV.

1/4" = 1'-0" D10

COM 4261 - EAST ELEV.

1/4" = 1'-0" A3

NURSE 4214 - EAST ELEV.

1/4" = 1'-0" B1

TOILET 4262A - SOUTH ELEV.

1/4" = 1'-0" A9

MEDS ROOM 4263

1/4" = 1'-0" C10

MEDS ROOM - NORTH ELEV.

1/4" = 1'-0"

COMMUNICATOR 4261 - WEST ELEV.

1/4" = 1'-0" A8

COMMUNICATOR EXTERIOR - SOUTH ELEV.

1/4" = 1'-0" B8

COMMUNICATOR EXTERIOR - WEST

1/4" = 1'-0" D11

MED/SURGE 4262 SOUTH ELEV

Revisions: Date:

SCHEMATIC DESIGN 03/15/2018

50% DESIGN SUBMITTAL 04/12/2018

TILE BACKER

MATERIAL AS

REQUIRED PER TILE

COUNCIL OF NORTH

AMERICA (TCNA)

REFERENCE NUMBER.

REINFORCING

TILE AS SCHEDULED

CEMENTITIOUS

BOND COAT

UNBONDED MORTAR BED

WATERPROOF

MEMBRANE BY

PLUMBING TRADE

STRUCTURAL SLAB

FULL HEIGHT TILE OR

WAINSCOT AS SCHEDULED

BOND COAT

AS REQUIRED

MOLD AND MOISTURE

RESISTANT GYPSUM

BOARD

SEALANT

V E

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

B E

L O

W T

O P

E D

G E

O F

E L

A P

V A

P O

R B

A R

FLUID APPLIED WATERPROOF

MEMBRANE TO CEILING LINE

CLEAVAGE

MEMBRANESHOWER PAN

RECEPTOR BY

GENERAL TRADE

CBU GRADE CEMENT BOARD

FLOOR LINE

CLEAVAGE

MEMBRANE

REINFORCING

MORTAR BED AS REQUIRED BY

SHOWER PAN MANUFACTURER

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)

BOND COAT AS REQUIRED

1/4" SILICONE

SEALANT JOINT

B E

L O

W C

L A

P V

A P

O R

B A

R R

O V

E R

L A

FLUID APPLIED WATERPROOF

MEMBRANE TO CEILING LINE

WATERPROOF TRANSITION

MEMBRANE BY SHOWER PAN

MANUFACTURER

WALLS PER TCNA B430-16

MORTAR BED

SEALANT JOINT BETWEEN

TILE AND SHOWER PAN

REINFORCING

TILE AS SCHEDULED

CEMENTITIOUS

BOND COAT

UNBONDED MORTAR BED

CLEAVAGE MEMBRANE

VERIFY DIMENSIONS

ON SITE

CORNER BEYOND OR END

OF SHOWER PANELS

A501A

CEMENTITIOUS CAST

UNDERLAYMENT OR MORTAR BED

SLOPED 1/4" PER FOOT TO DRAIN

FLUID APPLIED WATERPROOF

MEMBRANE EQUAL TO DEX-O-TEX

NEOBOND FR

TCNA B421-16 FLOOR

ENVIRONMENTAL CLASSIFICATION COM 3

SHEET VINYL

METAL EDGE

PROTECTOR

PORCELAIN TILE

V E

G. SHEET VINYL / PORCELAIN TILE

LUXURY RESILIENT

TILE SHEET VINYL

LATEX FLOOR FOR FLUSH

TRANSITION (NO REDUCER STRIP)

C. LUXURY RESILIENT TILE / SHEET VINYL

LATEX CEMENT FOR

FLUSH TRANSITION

LUXURY RESILIENT

TILE

METAL EDGE

PROTECTOR

F. RESILIENT FLOOR / CARPET

CARPET

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.)

H E

T O

S U

'-0

WIDTH

TO SUIT

NOTE:

FIRETREATED 2X12

BLOCKING, TYPICAL

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.

O T

O P

TYPICAL SILL

JAMB

3/4"

EASED EDGE

INCREASE DEPTH AS

REQUIRED TO CONCEAL

EXPOSED METAL SILL

EXISTING GYPSUM

BOARD, TYP.

FINISHED FACE OF TILE

AT TOILET ROOMS

EXTEND SILL BEYOND

WINDOW JAMB WHERE

APPLICABLE

BACKER ROD AND

URETHANE SEALANT

EXISTING WINDOW

SYSTEM

VERIFY ON SITE TOTAL DEPTH

OF WINDOW SILL. CONDITIONS

VARY THROUGHOUTVARIES

+/- 7"

1/2" SOLID

SURFACE SILL 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

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

GB-SU

REFER TO THE

ACCESSORY SCHEDULE

FOR SWING UP GRAB

BAR MOUNTING HEIGHT

9" x 7" x 3/8" BASE PLATE

WITH (2) 1/2" DIAMETER

SCREW ANCHORS

HSS 7" X 3" X 3/8"

WALL FINISH AS

SCHEDULED

STRUCTURE

9" x 7" x 3/8" TOP PLATE

WITH (2) 1/2" DIAMETER

SCREW ANCHORS

V E

Y I N

F E

A501D

BUMPER

HSS 7" X 3" X 3/8"

WALL AS

SCHEDULED

BOLTS AS

RECOMMENDED

BY GRAB BAR

MANUFACTURER

SWING UP GRAB BAR

9" x 7" x 3/8" BASE AND

TOP PLATE WITH (2) 1/2"

DIAMETER SCREW

ANCHORS

SPACERS PROVIDED

BY GRAB BAR

MANUFACTURER

10 1/2"

SEE PLAN FOR RADIUS

COUNTERTOP

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 1/2" 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.

TYPE DESCRIPTION

ANGLES

B BURNISHED BLOCK

C CONCRETE (POURED)

D DOUBLE METAL STUDS

E DOUBLE WOOD STUDS

F FURRING (METAL STUDS)

G GLAZED TILE

H - OPEN -

J NO STRUCTURE (DIRECT APPLIED)

K - OPEN -

L - OPEN -

M MASONRY (CONCRETE BLOCK)

N NON-GLAZED TILE

P PLASTER ON MASONRY BACKUP (PLASTER BOTH SIDES)

Q PLASTER ON MASONRY BACKUP (PLASTER ONE SIDE)

R PLASTER ON GLAZED TILE BACKUP (PLASTER ONE SIDE)

S METAL STUDS

T - OPEN -

U SHAFT WALL (METAL STUDS)

V FURRING (WOOD STUDS)

W WOOD STUDS

X - OPEN -

Y - OPEN -

Z "Z" FURRING

PARTITION STRUCTURE

MODIFIER DESCRIPTION

ACOUSTIC INSULATION, RESILIENT CHANNEL, VAPOR RETARDER, LEAD LINED

PARTITION MODIFIERS

ACOUSTIC INSULATION, RESILIENT CHANNEL, LEAD LINED

ACOUSTIC INSULATION, RESILENT CHANNEL, VAPOR RETARDER

ACOUSTIC INSULATION, RESILIENT CHANNEL

- OPEN -

RESERVED (NO ACOUSTIC INSULATION)

ACOUSTIC INSULATION, VAPOR RETARDER

RESERVED (NO ACOUSTIC INSULATION)

NO ACOUSTIC INSULATION, VAPOR RETARDER

NO ACOUSTIC INSULATION, LEAD LINED

NO ACOUSTIC INSULATION, VAPOR RETARDER, LEAD LINED

ACOUSTIC INSULATION

- OPEN -

ACOUSTIC INSULATION, LEAD LINED

ACOUSTIC INSULATION, LEAD LINED, VAPOR RETARDER

- NONE

S3A

PARTITION STRUCTURE

PARTITION STRUCTURE WIDTH

PARTITION MODIFIER

LAYERS OF GYPSUM BOARD

PARTITION RATING

S3A110

PLAN SYMBOL AS LISTED IN

PARTITION SCHEDULE

1" GYPSUM LINER PANEL AT SHAFT WALLS NOT INDICATED

IN SYMBOL, SEE PARTITION TYPES FOR LOCATION

SYMBOL

LAYERS OF GYPSUM BOARD

NO LAYERS

DESCRIPTION

11 1 + 1

02 0 + 2

21 2 + 1

22 2 + 2

01 0 + 1

RATING

PARTITION RATING

NO RATING

DESCRIPTION

3 THREE HOUR RATED

2 2 HOUR RATED

1 ONE HOUR RATED

NOMINAL SIZE

PARTITION STRUCTURE WIDTH

ACTUAL SIZE

10 10"

8 8"

C - CONCRETE (POURED)

STRUCTURE TYPE

F - FURRING (METAL STUDS) 0 7/8" HAT CHANNELS

2 2 1/2"

1 1 5/8"

4 4"

3 3 5/8"

2 1 3/4"

6 5 5/8"

4 3 5/8"

8 7 5/8"

G, N - GLAZED/NON-GLAZED TILE

M - MASONRY 2 1 5/8"

6 3 5/8"

4 2 5/8"

8 7 5/8"

12 11 5/8"

10 9 5/8"

3 2 5/8"

S - METAL STUDS

2 2 1/2"

1 1 5/8"

3 3 5/8"

4 4"

6 6"

U - SHAFT WALL (METAL STUDS) 2 2 1/2" C-H STUDS

4 4" C-H STUDS

6 6" C-H STUDS

V - FURRING (WOOD STUDS) 0 3/4" (1 X)

4 3 1/2" (2 X 4)

2 1 1/2" (2 X 2)

W - WOOD STUDS

4 3 1/2" (2 X 4)

2 1 1/2" (2 X 2)

6 5 1/2" (2 X 6)

8 7 1/4" (2 X 8)

Z - "Z" FURRING

1 1 1/2"

0 1"

2 2"

3 2 1/2"

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

SURFACE TO BE FURRED

(1) LAYER 5/8" GYPSUM

BOARD

4" MINIMUM AT ACOUSTICAL

TILE CEILINGS

CEILING TYPE AS SCHEDULED

J--010 5/8" N/AN/A1 LAYER

EXTEND GYPSUM BOARD TO

STRUCTURE ABOVE WHERE

NO CEILING OCCURS

WIDTH STCWALL STRUCTURETYPE RATING/TEST

WIDTH

(1) LAYER 5/8"

GYPSUM BOARD.

4" MINIMUM AT

ACOUSTICAL TILE

CEILINGS

CEILING TYPE AS

SCHEDULED

EXTEND GYPSUM BOARD TO

STRUCTURE ABOVE WHERE

NO CEILING OCCURS

HORIZONTAL BRACING

SPACED 48" O.C.

MAXIMUM

S3-010 4 1/4" N/A3 5/8" METAL STUDS N/A

WIDTH STCWALL STRUCTURETYPE RATING/TEST

WIDTH

(UNLESS NOTED OTHERWISE):

GENERAL INTERNAL PARTITION NOTES

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" GYSPUM 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".

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 --------------

A501A

REFACED EXISTING

HANDRAIL

NEW WALL PROTECTION

SHEETING (RUN BEHIND

WALL GUARD)

NEW WALL GUARD

NEW RUBBER BASE

PAINTED GYPSUM

WALLBOARD

EXISTING

STRUCTURE

PROVIDE CONTINUOUS

SEAL ALONG ALL ENDS

CEILING AS

SCHEDULED

CEILING HEIGHTS MEASURED

TO GRID (VARIES - SEE

ARCHITECTURAL REFLECTED

CEILING PLAN)

PROVIDE CONTINUOUS

SEAL ALONG ALL ENDS

EXISTING

FLOOR

EXISTING

WALL

2" FOIL FACED POLYISOCYANURATE FASTENED

TO INSIDE FACE OF EXTERIOR WALL. SEAL PER

MANUFACTURER'S RECOMMENDATIONS.

2 1/2" METAL STUD

FRAMING U.N.O.

5/8" TYPE X GYPSUM

WALL BOARD

NO PENETRATIONS THROUGH FOIL FACED

INSULATION IS ALLOWED.

FIRE PUDDY MECHANICAL

PENETRATIONS THROUGH WALL

AS REQUIRED TO PROVIDE A 20

MINUTE PROTECTION FOR FOIL

FACED INSULATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

4-EAST IN-PATIENT ROOMS UPGRADE

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: 5700.04

SEPTEMBER 7, 2018

585-17-107

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 E

N T

R A

A R

C H jp o g ra n t.

rv t

/7 /2

Checker Author

A501A

MISCELLANEOUS DETAILS

DWG. 7 OF 28

3" = 1'-0" F9

CERAMIC TILE CONDITIONS

3" = 1'-0"

SHOWER PAN EDGE

3" = 1'-0" F6

SHOWER THRESHOLD

12" = 1'-0" E1

FLOOR TRANSITIONS

1" = 1'-0" F1

WOOD BLOCKING ISOMETRIC

1/4" = 1'-0"

DEVICE MOUNTING SCHEDULE

3" = 1'-0" F4

WINDOW SILL

3" = 1'-0" E6

SHOWER DETAILS

1 1/2" = 1'-0" D8

SWING UP GRAB BAR SUPPORT

3" = 1'-0" B8

SWING UP GRAB BAR SUPPORT - PLAN

1 1/2" = 1'-0" A8

COMMUNICATOR 4261 - DETAIL

1 1/2" = 1'-0" B1

PARTITION PRIORITY LEGEND

3" = 1'-0" D6

NON-RATED HEAD OF WALL

12" = 1'-0" B4

PARTITION SYMBOLS

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

PARTITION SCHEDULE

1" = 1'-0" D10

TYPICAL CORRIDOR DETAIL

1 1/2" = 1'-0" E2

TYPICAL EXTERIOR WALL INSULATION

Revisions: Date:

U N

L E

S S

N O

T E

D O

T H

E R

V .I .F

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

S E

E E

L E

V A

U N

L E

S S

N O

T E

D O

T H

E R

V A

S E

E E

L E

V A

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" - V.I.F.

23 1/4" - V.I.F.

24" DEEP UNLESS

NOTED OTHERWISE -

V.I.F.

15" DEEP UNLESS

NOTED OTHERWISE

VALANCE

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 FRON 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.

A701A

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

25" UNLESS NOTED OTHERWISE

9" MIN. KNEE

/ TOE SPACE

M-1

MIRROR (CC)

D-1 CH-1

SR-1

CORNER SHELF (CC) CLOTHES HOOK (CC) SHOWER ROD (CC)

PT-1

SOAP DISPENSER (VC)

PAPER TOWEL

DISPENSER

(VC)

HAND SANITIZER

DISPENSER (VC)

LATEX GLOVE

BOX HOLDER

(VC)

TD-1

SWING UP GRAB BAR (CC)

GB-SU GB-SU

DOUBLE ROLL TOILET

TISSUE DISPENSER

(VC)

A X

18"

E R

O H

E S

N T

R O

O D

E N

S E

29"

15 3/4"

/A N

S I

E R

ESD-1 EHS-1

ELG-1

A X

NO ELECTRICAL

DEVICES

ALLOWED

WITHIN THIS

AREA 1'-0"

GB-1

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

GB-2

GB-3

36"

12"

MIN.

42"

54"

12"

40"

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

O H

N T

R O

O H

N T

R O

FEILD VERIFY

27" MAX.

CONTROL

REACH RANGE

SLIDE BAR FOR

HAND-HELD SHOWER

ACCESSIBLE CLEARANCE SPACE.

EXCEPT OTHER

GRAB BARS, SHOWER CONTROLS AND

OTHER PLUMBING CONTROLS, NO ITEMS

SHALL BE PROTRUDING INTO THIS

SPACE.

CONTROL WALL END WALL SIDE WALL

ACCESSIBLE ROLL-IN SHOWER ELEVATIONS

REPLACE ALL EXISTING GRAB BARS WITH SIMILAR NEW GRAB

BARS - INSTALLED IN THE SAME LOCATION. VERIFY ON SITE.

PLASTIC LAMINATE CASEWORK LEGEND

EXAMPLE INDICATES

36"

U N

L E

S S

N O

T E

D O

T H

E R

WIDTH

HEIGHT

WIDTH

HEIGHT

BOTTOM OF

CABINET

1" FILLER

MIN. 3" MAX.

FILLER

CASEWORK FINISH - SEE INTERIOR FINISH LEGEND

(PLAM1)

(SS1)

(PLAM1)

STANDARD PLASTIC LAMINATE CASEWORK NOTES

(UNLESS NOTED OTHERWISE)

ALL COUNTERTOPS SHALL BE TYPE

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.

VERIFY DIMENSIONS OF ALL EXISTING CASEWORK TO BE REPLACED.

GENERAL PLASTIC LAMINATE CASEWORK SYMBOLS:

AP ACCESS PANEL

COUNTERTOP TYPE, SEE:

CS COUNTERTOP SUPPORT, SEE:

EP END PANEL SUPPORT, SEE:

G GROMMET, VERIFY LOCATIONS

KS KNEE SPACE

KT KEYBOARD TRAY, VERIFY LOCATIONS

L LOCKS ON CASEWORK DOOR

PD PENCIL DRAWER

SA SUPPORT ANGLE, SEE:

WM WIRE MANAGEMENT SYSTEM, SEE:

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

A701A

.I .F

24"

ADJUSTABLE

SHELF

1 1/2"

CLOTHES

ROD

23 1/4" - V.I.F.

E Q

SOLID SURFACE ON

MOISTURE RESISTANT

SUBSTRATE

9" MIN. KNEE

/ TOE SPACE

OF CURVE

4" TO OUTSIDE

1'-7"

O T

O P

O F

C O

U N

T E

REQUIRED

ACCESSIBLE

KNEE / TOE

SPACE

SHOWN

CROSS

HATCHED 30" X 48" CLEAR

FLOOR SPACE

TAKEN FROM THIS

POINT

N E

E S

P A

C E

WALL

BEYOND

KNEE SPACE

8" MIN.

KNEE SPACE

11" MIN.

17" MIN. TOE SPACE

DRIP

GROOVE

VARIES - SEE ELEVATION

V A

S E

E E

L E

V A

3" 11" VARIES

CLOSED END

1" X 1" X 1/8" STEEL

TUBE

"FURNISH SUPPORT LONGER THAN

NECESSARY. CUT TO LENGTH ON SITE

FLOOR LINE

FASTEN

TO WOOD

BLOCKING

CONTINUOUS 1" X 1" X

1/8" SUPPORT ANGLE

(S.A.) ATTACHED TO END

WALL.

CONTINUOUS

BLOCKING ALONG

BACK

V A

S E

E E

L E

V A

VARIES - SEE ELEVATION

1" CABINET DEPTH

VARIES WITH CABINET DEPTH

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

UNDER MOUNT SINK

BY COUNTERTOP

MANUFACTURER

DROP IN SINK

BY PLUMBING

TRADE

PLASTIC LAMINATE

TYPE SOLID SURFACE

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

THIS FACE

RECESSED 3/4"

3" PLASTIC

LAMINATE

COVERED

1 1/2"

LARGE J-SHAPE WIRE

MANAGER WITH FLANGE

4"1 1/4"

" 6

C C

E S

PLASTIC LAMINATE ON 3/4"

PARTICLE BOARD SUBSTRATE

PLYWOOD STUDS

AT 12" O.C. MAX

WIRE MANAGER (WM)

1/2" SOLID SURFACE

ON 1" PLYWOOD,

PROVIDE EASED

EDGES AT ALL

OUTSIDE CORNERS

PROVIDE 1 1/2" SLOT

IN FRAMING FOR

CONDUIT BY

ELECTRICAL TRADE

CONDUIT BY

ELECTRICAL TRADE

SCRIBE TO

FLOOR

BASE AS

SCHEDULED

P A

N E

A P

S E

E E

L E

COUNTER BRACKET (CB)

BEYOND. SEE ELEVATION

FOR LOCATION

DEVICE BOX BY

ELEC. TRADE

2'-0"

1/2" SOLID SURFACE TOP

MILLWORK…

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