36C25220B0002-002.pdf

3770 South Pennsylvania Avenue, Unit 8 St Francis, Wisconsin 53235 PCG project #: P1600103

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

Revisions: Date

PROJECT

LEADER:

Department of

Veterans Affairs

CONSULTANTS:

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

VETERANS AFFAIRS MEDICAL CENTER

500 E VETERANS ST

TOMAH, WI 54660

Project Number:

CAMPUS MAP

LOCATION MAP

PROJECT TEAM SHEET INDEX

PROJECT LEADER / ARCHITECT

MECHANICAL

PLUMBING

FIRE PROTECTION

ELECTRICAL

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

/2

/2

:3

:2

P

M

CORRECT SPS DEFICIENCIES

BLDG 452

VA MEDICAL CENTER TOMAH, WI

TITLE SHEET

6/21/2019 BAM LDR

GI001

100% CONSTRUCTION DOCUMENTS

GI001

100% CONSTRUCTION DOCUMENTS

676-18-203

CORRECT SPS DEFICIENCIES BLDG 452

676-18-203

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

PENN CONSTRUCTION GROUP, INC

3770 S. PENNSYLVANIA AVE., UNIT 8

ST FRANCIS, WI 53235

SHEET

NUMBER SHEET NAME

ISSUED FOR 35% SD

12/17/2018

ISSUED FOR 65% DD

2/25/2019

ISSUED FOR 95% CD

4/24/2019

ISSUED FOR 100% CD

6/21/2019

GENERAL INFORMATION

GI001 TITLE SHEET X X X X

GC101 SITE STAGING & EQUIPMENT LAYOUT X X X X

GC102 SITE DETAILS X X X X

GC103 INFECTION CONTROL PLAN, NOTES AND DETAILS X X X

ARCHITECTURAL

A001 ARCHITECTURAL LEGENDS, ABBREVIATIONS AND WALL TYPES X X X X

AD101 ARCHITECTURAL PLAN - DEMOLITION X X X X

AD102 ARCHITECTURAL PLAN - DEMOLITION X

AD103 ARCHITECTURAL REFLECTED CEILING PLAN - DEMOLITION X X X X

AD104 ARCHITECTURAL ROOF PLAN - DEMOLITION X X

AS101 ARCHITECTURAL PLAN - NEW WORK X X X X

AS102 ARCHITECTURAL STRUCTURAL PLAN - NEW WORK X X X

AS103 ARCHITECTURAL ROOF PLAN - NEW WORK X X

AC101 ARCHITECTURAL REFLECTED CEILING PLAN - NEW WORK X X X X

AE101 ARCHITECTURAL EQUIPMENT PLAN X X X X

AE102 ARCHITECTURAL EQUIPMENT SCHEDULE X X X X

AF101 ARCHITECTURAL FINISHES PLAN X X

A201 ARCHITECTURAL INTERIOR ELEVATIONS X X X X

A202 ARCHITECTURAL INTERIOR ELEVATIONS X X X

A203 ARCHITECTURAL INTERIOR ELEVATIONS X X X

A401 ARCHITECTURAL ENLARGED PLANS X X X X

A501 ARCHITECTURAL DETAILS X X X

A502 ARCHITECTURAL DETAILS X X

A503 ARCHITECTURAL DETAILS X

A601 ARCHITECTURAL DOOR, ROOM FINISH SCHEDULE AND DETAILS X X X X

A701 ARCHITECTURAL SIGNAGE SCHEDULE AND DETAILS X X

FIRE PROTECTION

F001 FIRE PROTECTION LEGEND, ABBREVIATIONS AND DETAILS X X X X

FD101 FIRE PROTECTION SUPPRESSION PLAN - DEMOLITION X X X X

FD102 FIRE PROTECTION DETECTION AND ALARM PLAN - DEMOLITION X X X

FL101 FIRE PROTECTION LIFE SAFETY PLAN X X X X

FX101 FIRE PROTECTION SUPPRESSION PLAN - NEW WORK X X X X

FA101 FIRE PROTECTION DETECTION AND ALARM PLAN - NEW WORK X X X

PLUMBING

P001 PLUMBING LEGEND, ABBREVIATIONS AND SCHEDULES X X X X

PD100 PLUMBING UNDERGROUND PLAN - DEMOLITION X X X X

PD101 PLUMBING PLAN - DEMOLITION X X X

PL100 PLUMBING UNDERGROUND PLAN - NEW WORK X X X X

PL101 PLUMBING PLAN - NEW WORK X X X

P501 PLUMBING DETAILS AND DIAGRAMS X X X

P601 PLUMBING ISOMETRIC DIAGRAMS X X

MECHANICAL

M001 MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES X X X X

MD101 MECHANICAL DUCTWORK PLAN - DEMOLITION X X X X

MD102 MECHANICAL PIPING PLAN - DEMOLITION X X X X

MH101 MECHANICAL DUCTWORK PLAN – NEW WORK X X X X

MH102 MECHANICAL ROOF PLAN – NEW WORK X X

MP101 MECHANICAL PIPING PLAN – NEW WORK X X X X

M301 MECHANICAL SECTIONS X X

M501 MECHANICAL DETAILS AND DIAGRAMS X X X X

M502 MECHANICAL DETAILS AND DIAGRAMS X X X X

M503 MECHANICAL DETAILS AND DIAGRAMS X X

M601 MECHANICAL SCHEDULES X X X X

M701 MECHANICAL CONTROL DIAGRAM X X

M702 MECHANICAL CONTROL DIAGRAMS X X

ELECTRICAL

E001 ELECTRICAL LEGEND, ABBREVIATIONS, AND NOTES X X X X

ED101 ELECTRICAL POWER PLAN - DEMOLITION X X X X

ED102 ELECTRICAL LIGHTING PLAN - DEMOLITION X X X X

ED103 ELECTRICAL SYSTEMS PLAN - DEMOLITION X X X X

EP101 ELECTRICAL POWER PLAN – NEW WORK X X X X

EL101 ELECTRICAL LIGHTING PLAN – NEW WORK X X X X

ES101 ELECTRICAL SYSTEMS PLAN – NEW WORK X X X X

E401 ELECTRICAL ENLARGED PLANS AND RISER DIAGRAMS X X X X

E501 ELECTRICAL DETAILS AND DIAGRAMS X X X X

E502 ELECTRICAL DETAILS AND DIAGRAMS X X X X

E503 ELECTRICAL DETAILS AND DIAGRAMS X

E601 ELECTRICAL SCHEDULES X X X X

E602 ELECTRICAL SCHEDULES X

PROJECT LOCATION - BLDG 452

BUILDING 452

TEMPORARY 12'X60'

CONSTRUCTION TRAILER

EXISTING PARKING AREA

EXISTING COVERED TRAMWAY

EXISTING GRASS

EXISTING

GRASS

AREA

EXISTING GRASS

EXISTING GRASS

EXISTING

GRASS

AREA

TEMPORARY CONSTRUCTION

FENCE REQUIRED, TYP,

SEE DTL 3/GC102

TRAMWAY ACCESS - DO NOT BLOCK,

NO EQUIPMENT OR CONSTRUCTION

OUTSIDE OF EXISTING ENTRANCE,

ACCESS TO TRAMWAY MUST BE

MAINTAINED THROUGHOUT PROJECT.

TEMPORARY CONSTRUCTION

FENCE REQUIRED TYP

BUILDING 424 DUMPSTER

LOCATION, DO NOT BLOCK OR

ALTER LOCATION OF DUMPSTER

MAINTAIN CLEAR PATH FOR

MAINTENANCE OF DUMPSTERS

CONSTRUCTION

DUMPSTER

LOCATION

EXISTING

AIR

COOLED

CHILLER

EMERGENCY EXIT

PATHWAY FOR

OCCUPANTS

CONSTRUCTION

GATE, TYP

SEE DETAIL 4 ON

SHEET GC102

19' - 2" 50' - 8"

BUILDING 455

EXISTING

GRASS

AREA

3'

12'

12'

3'

5'

EXIST LOADING

DOCK

EXIST EXIST STORM SEWER INLET,

WRAP IN FILTER FABRIC,

TYPICAL

PIV, POST INDICATOR VALVE,

FIRE PROTECTION,

PROTECT

BURIED WATER

VALVE,

EXIST FDC

EXIST POST WITH SIGN

EXIST LIGHT POLE

EXIST POSTS WITH SIGNS, TYP

ZERO GAP, TIGHT TO

EXIST BUILDING

ZERO GAP, TIGHT TO

EXIST BUILDING

5'

CONSTRUCTION

C O

N S

T R

U C

T

IO

N

P W th

S t

MOUNT

CONSTRUCTION SIGN,

SEE DETAIL 5 ON

GC102

SEE DETAIL 7 ON

SHEET GC102

CORE HOLE & CAULK

TEMPORARY FUEL/ENERGY PIPE

AT EXTERIOR & INTERIOR WALLS

SEE DETAIL 6 ON

DWG GC102,

TYPICAL ALL

AROUND EVERY

50FT

PORTABLE LPG

TANK FOR HEATING,

PROVIDED BY

CONTRACTOR

CONTRACTOR SHALL PROVIDE

TEMPORARY ELECTRIC POWER

TO TRAILER, 50A CIRCUIT FROM

BUILDING 452.

CONSTRUCTION

ENTRANCE SIGN W/

INFO. SEE DETAIL 5

ON SHEET GC102

MINIMUM 8 TEMPORARY

HEATERS BY GC, SEE GEN.

NOTE 12 THIS SHEET (TYP.)

1. ALL DISTURBED GRASS SHALL BE RE-SODDED AT END OF THE PHASE.

CONTRACTOR SHALL PROVIDE 3" BROWN SIFTED TOPSOIL. GRADE TO

MATCH EXISTING. SLOPE NEW GRADE AWAY FROM BUILDING 404.

CONTRACTOR SHALL. PROVIDE WATERING OF NEW SOD FOR 4 TIMES

PER WEEK FOR 8 WEEKS.

2. CONSTRUCTION STAGING AREA SHALL BE COMPLETELY FENCED IN AND

LOCKED DURING OFF HOURS. ADDITIONAL SPACE IF REQUIRED SHALL

BE COORDINATED WITH THE VA CONSTRUCTION MANAGER.

3. EACH THE CRANE LIFT AREA SHALL BE PROTECTED BY A TEMPORARY

FENCE AND LOCKED DURING OFF HOURS.

4. THE CONTRACTOR SHALL PROVIDE PORTABLE RESTROOM FACILITIES

FOR ALL CONTRACTOR AND SUB-CONTRACTORS USE THROUGHOUT

THE DURATION OF THE PROJECT. FACILITY RESTROOM USE IS NOT

ALLOWED BY ANY CONSTRUCTION PERSONNEL.

5. ALL CONSTRUCTION AREAS SHALL BE CLEANED DAILY.

6. ALL CONTRACTOR AND SUB-CONTRACTOR VEHICLES SHALL PARK IN

THE DESIGNATED AREA OF THE EXISTING PARKING LOT. IF THERE ARE

EXCESS VEHICLES LAST ROW TO THE EAST MAY BE USED AS OVER-

FLOW PARKING.

7. UP TO 2 CONSTRUCTION TRAILERS MAY BE PARKED IN THE DESIGNATED

AREA SHOWN ON THE PLAN. ELECTRICAL HOOK UP SHALL BE THE

CONTRACTORS RESPONSIBILITY AND COORDINATED WITH THE VA

CONSTRUCTION MANAGER. EACH CONNECTION SHALL BE METERED

INDIVIDUALLY.

8. NO SANITARY OR WATER CONNECTIONS ALLOWED.

9. CONSTRUCTION DEBRIS CHUTE SHALL BE COMPLETELY SUPPORTED

INDEPENDENTLY OF THE BUILDING BY ITS OWN SCAFFOLD.

10. CONTRACTOR SHALL REPAIR ALL ROADWAY DAMAGED FROM

CONSTRUCTION TO MATCH EXISTING CONDITIONS.

11. CONTRACTOR TO ENSURE ALL FIRE HYDRANTS AROUND BUILDING 404

ARE NOT BLOCKED OFF OR UNUSABLE.

12. THE GENERAL CONTRACTOR SHALL PROVIDE FUEL/ENERGY TO

OPERATE HEATERS FROM SEPTEMBER 1 THROUGH THE LAST DAY OF

APRIL. THE GC SHALL ALSO PROVIDE HEATERS TO KEEP THE

CONSTRUCTION SPACE TEMPERATURE A MINIMUM OF 68 F TO KEEP

CONSTRUCTION MATERIALS AT THE MANUFACTURERS

GENERAL NOTES

LEGEND

CONSTRUCTION ENTRANCE AND CONSTRUCTION

PAD PROTECTION, SIMILAR TO PRESTO

GEOSYSTEMS GEOTERRA GTO OR EQUAL.

HIGH DENSITY POLYETHYLENE INTERLOCKING

MATS FOR EXISTING SURFACE PROTECTION,

APPROXIMATELY 17.5" x 36.5" x 2" THICK INDIVIDUAL

MATS CAPABLE OF BOLTING TO EACH OTHER TO

FORM A CONTINUOUS PAD.

CONCRETE WALK

ROAD

TREES

CURB AND GUTTER

SITE FENCE

CONSTRUCTION FENCE

STORM WATER INLET

SEWER MANHOLEMH

CONSTRUCTION LIMITS

PROJECT BUILDING IDENTIFICATION

BOLLARD

TREE PROTECTION FENCE

INLET PROTECTION

POST INDICATOR VALVE

W

P

BURIED WATER VALVE

LIGHT POLE

POST WITH SIGN

POST

BLDG

BLDG

BLDG

BLDG

BLDG

P4

CONTRACTOR

STAGING AREA

' - 0

50' - 0"

G St

S t

GC101

BLDG

3770 South Pennsylvania Avenue, Unit 8 St Francis, Wisconsin 53235 PCG project #: P1600103

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

Revisions: Date

PROJECT

LEADER:

Department of

Veterans Affairs

CONSULTANTS:

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

/2

/2

:3

:1

P

M

CORRECT SPS DEFICIENCIES

BLDG 452

VA MEDICAL CENTER TOMAH, WI

SITE STAGING & EQUIPMENT

LAYOUT

6/21/2019 HFB JMD

GC101

100% CONSTRUCTION DOCUMENTS

GC101

100% CONSTRUCTION DOCUMENTS

676-18-203

1/16" = 1'-0"2 SITE STAGING & EQUIPMENT LAYOUT

N

SCALE: NONE1 OVERALL SITE - VA, TOMAH

NCONTRACTOR PARKING. CONTRACTOR IS

RESPONSIBLE FOR SNOW REMOVAL.

PIPE SPACING, 10FT ON CENTER

2-1/4", 11-1/2 GAUGE

CHAIN LINK FENCE

WIRE TO SECURE CHAIN TO FENCE

POST, SPACE EVERY 15" TYP

84" LONG, 1-5/8" DIA STEEL PIPE ON

SURFACE STAND

FINISHED GRADE

84" LONG, 1-5/8" DIA STEEL

PIPE SET ON STEEL SURFACE

STAND, OR COMPARABLE

SURFACE STAND, TO BE IMPLEMENTED

ON ALL SURFACES. CONTRACTOR TO

COORDINATE WITH VA COR.

NOTES:

1. CHAIN LINK CONSTRUCTION FENCING IS TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. CHAIN LINK CONSTRUCTION FENCE SHALL BE A MINIMUM OF 84" ABOVE GRADE.

3. FENCE SHALL BE INSPECTED DAILY AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED FOR THE DAY.

IF DAMAGED, FENCING SHALL BE REPAIRED IMMEDIATELY.

4. CHAIN LINK CONSTRUCTION FENCE IS SHOWN ON IMPERVIOUS SURFACES, SUCH AS THE EXISTING DRIVE AND PARKING AND GRASS AREAS. POST ARE TO BE ANCHORED ON SURFACE STANDS. STEEL PIPE IS NOT TO BE

DRIVEN BELOW GRADE.

PROVIDE 4 SANDBAGS

AT EACH POST

GEOTEXTILE FABRIC,

MONOFILAMENT IN BOTH

DIRECTIONS

WOOD 2" x 4" EXTENDS 8"

BEYOND GRATE WIDTH ON

BOTH SIDES, LENGTH VARIES.

SECURE TO GRATE WITH WIRE

OR PLASTIC TIES.

INSTALLATION AND MAINTENANCE NOTES:

1. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED

SEDIMENT FROM ENTERING THE INLET.

2. WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE

REMOVED IMMEDIATELY.

3. FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE

PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.

4. FOR INLET PROTECTION, CURB TYPE, AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING.

ELEVATION

12" MINIMUM

HORIZONTAL

FABRIC

SANDBAGS ALL AROUND

GEOTEXTILE FABRIC

SUPPORTED BY HEAVY GUAGE

WELDED WIRE FENCE OR 2 OR

3 LAYERS OF 8" CONCRETE

BLOCKS

STORM SEWER INLET, WRAP IN

FILTER FABRIC, TYPICAL

SIM TO DETAIL 2, THIS SHEET

SANDBAGS ALL AROUND

GEOTEXTILE FABRIC

SUPPORTED BY HEAVY GUAGE

WELDED WIRE FENCE OR 2 OR

3 LAYERS OF 8" CONCRETE

BLOCKS

NOTE:

FILTER FABRIC SHALL BE AT LEAST 18" HIGH BUT LESS THAN 36" HIGH.

SURFACE STAND, TYP

ELEVATION

GATE FRAME

STRONG ARM LATCH

CHAIN LINK

GATE POST

Ø2.875"

HINGE, TYP

GRADE

EXIST IMPERVIOUS

SURFACE

12' 0"

3"2" 2"

8" DIA X 2" RUBBER GATE WHEEL WITH 4"

HUB, SPRING SUSPENSION WITH 2"

TRAVEL, AND U-BOLT CLAMPS TO FIT 1-5/8

TO 2" TUBE. TYP. OF 2

ROUND CORNERS

AND EDGES OF

GALV. STEEL SHEET

2X4 WOOD FRAME

PROVIDE GALVANIZED PIPE

CLAMP TO SECURE SIGN TO

CONSTRUCTION FENCE, TYP

TOP & BOTTOM.

CONSTRUCTION FENCE

SUPPORT POST

3' X 3' 24 GAGE GALV. STEEL

SHEET, SECURE TO WOOD

FRAME W/ GALV. NAILS

PRIME & PAINT ALL SURFACES

OF CONSTRUCTION SIGN,

PAINT WITH 2 COATS OF HIGH

GLOSS METAL PAINT, PROVIDE

2" WIDE BLACK BORDER OVER

WHITE PAINT

SIGN CONSTRUCTION & MOUNTING REQUIRED SIGN INFORMATION

CORRECT SPS

DEFICIENCIES BLDG 452

GENERAL CONTRACTORS

NAME

CONTRACTOR'S PHONE

NUMBER

COR'S NAME

COR'S PHONE NUMBER

BLACK BORDER

SIGN WIDTH

3' - 0"

S

IG

N H

E

IG

H T

PROJECT TITLE IN BLUE PAINT,

4" HIGH LETTERS

CONTRACTOR'S NAME &

NUMBER IN BLACK PAINT, 2"

HIGH LETTERS

COR'S NAME & NUMBER, 2"

HIGH BLACK LETTERS

SIGN WIDTH

3' - 0"

S

IG

N H

E

IG

H T

NOTE: SEE 1.29 OF SECTION 01 00 00 GENERAL REQUIREMENTS

CONSTRUCTION SITE

NO TRESSPASSING

AUTHORIZED

PERSONNEL ONLY

0.040" REFLECTIVE ALUMINUM

WITH FOUR 7/32" HOLES ONE

IN EACH CORNER

DANGER

SIGN WIDTH

18"

S

IG

N H

E

IG

H T

" MOUNT TO CONSTRUCTION

FENCE AT 50 LINEAL FEET 5' -

6" AFG

ZERO

IN ON SAFETY

2" HIGH

2" HIGH

2" HIGH

1-1/2" HIGH

4" HIGH

ENLARGED VIEWELEVATION

4"x4" PRESSURE

TREATED POST,

LENGTH AS REQD

BURY POST

3'-0" DEEP

3'x3' EXTERIOR GRADE

PLYWOOD, PRIME ALL

SURFACES WITH 1

COAT AND PAINT ALL

SURFACES WITH 2

COATS HIGH GLOSS

WHITE

'-0

VA DEPARTMENT OF VETERANS AFFAIRS

COLOR CHART:

HIGH GLOSS RED

HIGH GLOSS WHITE

HIGH GLOSS BLUE

HIGH GLOSS BLACK

CORRECT SPS DEFICIENCIES

HAS WORKED 000 DAYS

BUILDING 452

WITHOUT A LOST TIME ACCIDENT

THE LIFE YOU SAVE COULD BE YOUR OWN

CONTRACTOR'S NAME

GRADE

3' HIGH x 1/8" THICK

HARDBOARD PAINTED

HIGH GLOSS WHITE

WITH 2-1/2" HIGH GLOSS

BLACK NUMBERS WITH

STAINLESS STEEL HAT

CHANNEL

3770 South Pennsylvania Avenue, Unit 8 St Francis, Wisconsin 53235 PCG project #: P1600103

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

Revisions: Date

PROJECT

LEADER:

Department of

Veterans Affairs

CONSULTANTS:

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

/2

/2

:3

:1

P

M

CORRECT SPS DEFICIENCIES

BLDG 452

VA MEDICAL CENTER TOMAH, WI

SITE DETAILS

6/21/2019 HFB JMD

GC102

100% CONSTRUCTION DOCUMENTS

GC102

100% CONSTRUCTION DOCUMENTS

676-18-203

SCALE: NONE3 TEMPORARY CHAIN LINK FENCE DETAIL

SCALE: NONE2 STORM INLET SEDIMENT BARRIER

SCALE: NONE1 STORM INLET PROTECTION DETAIL

SCALE: NONE4 CHAIN LINK FENCE GATE LOCK DETAIL

SCALE: NONE5 CONSTRUCTION SIGN DETAIL

SCALE: NONE6 WARNING SIGN

SCALE: NONE7 SAFETY SIGN

DN

TRAMWAY"WORK" SIDE OF BARRIER

EXIST PRECAST CONC

ROOF W/ GYP BD CLNG

1/8" CONT REMOVABLE

SEALANT AND BACKER

ROD; BOTH SIDES

EXIST CONC FLOOR

SEAL ENTIRE PERIMETER OF

BARRIER W/ CONTINUOUS

REMOVABLE SEALANT

EXISTING TRAMWAY ROOF

3-1/2".

(2) - 1/2" TYPE X GYP BD

6 MIL POLY W/

TAPED SEAMS

2-1/2" CH STUD @ 16"OC W/

FULL BATT SOUND

ATTENUATION INSULATION

1" TYPE X

SHAFT

LINER

WORK SIDE

TRAMWAY SIDE

3-1/2".

1/8" CONT REMOVABLE

SEALANT AND BACKER

ROD; BOTH SIDES

(2) - 1/2" TYPE X GYP BD

6 MIL POLY W/

TAPED SEAMS

2-1/2" CH STUD @ 16"OC W/

FULL BATT SOUND

ATTENUATION INSULATION

1" TYPE X

SHAFT

LINER

WORK SIDE

TRAMWAY SIDE

1. SEE SPECIFICATION SECTION 01 35 26 FOR INFECTION CONTROL DESIGN REQUIREMENTS.

2. THE INTENT OF INFECTION CONTROL (IC) ISOLATION IS TO PROTECT PATIENTS IN THE HOSPITAL

WHO HAVE LOW IMMUNE LEVELS. THEREFORE, CONSTRUCTION OPERATIONS NEED TO BE

DIRECTED TO CONTAIN DUST AND PARTICULATE MATTER TO THE CONSTRUCTION AREA.

3. PROVIDE TRIATEK ISOLATION MONITORS DURING CLASS III OR CLASS IV CONSTRUCTION

OPERATIONS. EACH AREA TO BE UNDER NEGATIVE PRESSURE (0.02"WC) DURING THESE

OPERATIONS. MONITOR TO MEASURE PRESSURE DIFFERENTIAL BETWEEN CONSTRUCTION

AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA COR

4. DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA USE TRIATEK ISOLATION

MONITORS, MINIMUM (1) ONE IN AREAS LESS THAN 1000 SF, (2) TWO MINIMUM IN AREAS

BETWEEN 1000 SF AND 5000 SF, AND (3) THREE FOR AREAS BETWEEN 5000 SF AND 10000 SF.

CONTRACTOR SHALL PROVIDE EXISTING POWER CONNECTIONS FOR TRIATEK ISOLATION

MONITORS OR PROVIDE TEMPORARY POWER TO TRIATEK ISOLATION MONITORS DURING

CONSTRUCTION.

5. PROVIDE BALANCING DAMPER IN THE BRANCH SUPPLY & EXHAUST DUCT WORK SERVING THE

AFFECTED AREA. TEMPORARILY BALANCE AIR FLOW TO PROVIDE NEGATIVE AIR FLOW IN

CONSTRUCTION ZONE AT ALL TIMES AS INDICATED IN NOTE BELOW. DAMPERS TO REMAIN IN

DUCT AFTER CONSTRUCTION IS COMPLETE AND IS TO BE SECURED IN FINAL BALANCING

POSITION PRIOR TO TURNING SYSTEM OVER FOR OCCUPANCY.

6. THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR MACHINES TO COMPLETELY

EXCHANGE THE REGULATED AREA AIR VOLUME (4) FOUR ACTUAL TIMES PER HOUR. THE

COMPETENT PERSON SHALL DETERMINE THE NUMBER OF UNITS NEEDED FOR EACH

REGULATED AREA BY DIVIDING THE CUBIC FEET IN THE REGULATED AREA BY (15) FIFTEEN AND THEN DIVIDING THAT RESULT BY THE ACTUAL CUBIC FEET PER MINUTE (CFM) FOR EACH UNIT

TO DETERMINE THE NUMBER OF UNITS NEEDED TO EFFECT (4) FOUR AIR CHANGES PER HOUR.

PROVIDE A STANDBY UNIT IN THE EVENT OF MACHINE FAILURE AND/OR EMERGENCY IN AN

ADJACENT AREA.

7. AS CONSTRUCTION PROGRESSES FROM TYPE D TO TYPE C (SEE SPECIFICATION SECTION

013526 "SAFETY REQUIREMENTS") AND THEREON, REQUEST A NEW "INFECTION CONTROL

CONSTRUCTION PERMIT" FROM THE VA INFECTION CONTROL NURSE. UPON AUTHORIZATION,

PROCEED TO NEXT TYPE OF CONSTRUCTION. PROVIDE AT LEAST 10 DAYS NOTICE FOR EACH

PERMIT.

8. CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER FROM FLOOR TO DECK/FLOOR ABOVE. SEE DETAIL 1/GC103 & SPECIFICATION SECTION 013526. EXCEPTION: IF BARRIER IS

ADJACENT TO A SMOKE, FIRE, OR EXISTING WALL CONSTRUCTION WHICH WILL NOT BE

DEMOLISHED AND TERMINATES TO FLOOR OR DECK ABOVE, THEN CONSTRUCT IC BARRIER

FROM FLOOR TO ABOVE CORRIDOR CEILING WITH 6 MIL POLY BEING SEALED ON ALL EDGES:

FLOOR, TOP OF WALL, SIDES, AND ALL PENETRATIONS.

9. MAINTAIN ALL INFECTION CONTROL STANDARDS. CONTROL BARRIERS ARE TO BE INSTALLED

AND REMOVED ONLY BEFORE 7:00 A.M. AND AFTER 8:00 P.M. IN OCCUPIED AREAS.

10. EGRESS IS TO BE MAINTAINED TO THE STAIRWELLS AND TRAMWAY AT ALL TIMES.

11. PRIOR TO ANY REMOVAL OF SMOKE BARRIER FIRE RATED WALLS, CONSTRUCT NEW SMOKE

BARRIER/APPROPRIATE FIRE RATED WALLS PER NEW PLANS OR CONSTRUCT INFECTION

CONTROL BARRIER TO ACT AS SMOKE BARRIER.

12. A PORTION OF THE TRAMWAY MAY BE MADE AVAILABLE TO CREATE AN INFECTION CONTROL

AREA; HOWEVER, A MINIMUM OF 4 FT MUST BE MAINTAINED OPEN FOR THE MOVEMENT OF

PERSONNEL. THE TRAMWAY WILL NOT BE CLOSED OFF.

13. CONTRACTOR ACCESS TO WORK SPACE SHALL BE THROUGH THE EXISTING LOADING DOCK

DOORS AT THE WEST SIDE.

14. ASIDE FROM CONSTRUCTING THE INFECTION CONTROL BARRIER WALLS, NO CONSTRUCTION

TRAFFIC SHALL OCCUR IN THE TRAMWAY.

INFECTION CONTROL GENERAL NOTES:

TYPE A

MINIMAL

FIRE RISK

INSPECTION AND NON-INVASIVE ACTIVITIES.

INCLUDES, BUT IS NOT LIMITED TO:

• REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TILE PER 50 SQUARE FEET

• PAINTING (BUT NOT SANDING)

• WALLCOVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION.

INFECTION CONTROL DESIGN NOTES:

TYPE B

LIMITED

FIRE RISK

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST

INCLUDES, BUT IS NOT LIMITED TO:

• INSTALLATION OF TELEPHONE AND COMPUTER CABLING

• ACCESS TO CHASE SPACES

• CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED.

TYPE C

MODERATE

FIRE RISK

WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION

OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES

INCLUDES, BUT IS NOT LIMITED TO:

• DRY SANDING OF WALLS FOR PAINTING OR WALL COVERING

• REMOVAL OF FLOOR COVERINGS (WITH SANDING), CEILING TILES AND CASEWORK

• NEW CONSTRUCTION OR RENOVATIONS OVER 3 DAYS DURATION

• MAJOR DUCT, PLUMBING, PIPING OR ELECTRICAL WORK

• SOLDERING OR BRAZING OPERATIONS

• ANY ACTIVITY THAT REQUIRES A BURN PERMIT

TYPE D

SIGNIFICANT

FIRE RISK

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES, BUT IS NOT LIMITED TO:

• ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFT

• REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE BUILDING SYSTEM

• NEW CONSTRUCTION OR RENOVATIONS OVER 3 DAYS DURATION

LOW RISK MEDIUM RISK HIGH RISK HIGHEST RISK

• OFFICE AREAS

• MECHANICAL SPACES

• CARDIOLOGY

• ECHOCARDIOGRAPHY

• ENDOSCOPY

• NUCLEAR MEDICINE

• PHYSICAL THERAPY

• RADIOLOGY/MRI/ CT/PET

• RESPIRATORY THERAPY

• CCU

• EMERGENCY ROOM

• LABOR & DELIVERY

• LABORATORIES (SPECIMEN)

• OUTPATIENT SURGERY

• NEWBORN NURSERY

• PEDIATRICS

• PHARMACY

• POST ANESTHESIA CARE

UNIT

• SURGICAL UNITS

• LINEN

• KITCHEN & CANTEEN

• ANY AREA CARING FOR

IMMUNOCOMPROMISED

PATIENTS

• BURN UNIT

• CARDIAC CATH LAB

• CENTRAL STERILE SUPPLY

• INTENSIVE CARE UNITS

• MEDICAL UNITS

• NEGATIVE PRESSURE

ISOLATION ROOMS

• ONCOLOGY

• OPERATING ROOMS

INCLUDING C-SECTION

ROOMS

• DIALYSIS

PATIENT RISK GROUP TYPE A

CONSTRUCTION PROJECT TYPE

TYPE B TYPE C TYPE D

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

I

I

I

II

II

II

II

I1I / IV

II

I1I

I1I / IV

I1I / IV

I1I / IV

IV

IV

IV

DESCRIPTION OF REQUIRED INFECTION PREVENTION PRECAUTIONS BY CLASS

DURING CONSTRUCTION PROJECT

1. EXECUTE WORK TO MINIMIZE THE RISE OF DUST FROMCONSTRUCTION

OPERATION.

2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR INSPECTION.

UPON COMPLETION OF PROJECT

1. CLEAN WORK AREA UPON COMPLETION OF

TASK.

C L

A S

S I

1. PROVIDES ACTIVE MEANS TO PREVENT AIR-BORNE DUST FROM

DISPERSING INTO ATMOSPHERE (SURROUNDING ENVIRONMENT.)

2. WATER MIST WORK SURFACE TO CONTROL DUST WHILE CUTTING

3. SEAL UNUSED DOORS WITH DUCT TAPE.

4. BLOCK OFF AND SEAL DUCT VENTS.

5. WIPE SURFACES WITH DISINFECTANT.

6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

7. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE

LEAVING WORK AREA.

8. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA.

9. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS

BEING PERFORMED.

C L

A S

S I

I

1. Wipe work surfaces with disinfectant.

2. Contain construction waste before transport in tightly covered containers.

3. Wet mop and/or vacuum with HEPA filtered vacuum before leaving work area.

4. Remove isolation of HVAC system in areas where work is being performed.

1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS.

2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF THE DUCT SYSTEM.

3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE

METHOD BEFORE CONSTRUCTION BEGINS.

4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS.

5. REMOVE OR ISOLATE HVAC SYSTEMS IN AREA WHERE WORK IS BEING

PERFORMED.

6. DO NOT REMOVE BARRIERS FROM WORK SITE UNTIL COMPLETE AND

PROJECT IS THOROUGHLY CLEANED BY EMS.

7. VACUUM WORK WITH HEPA FILTERED VACUUM.

8. WET MOP WITH DISINFECTANT.

9. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF

DUST AND DEBRIS ASSOCIATED WITH CONSTRUCTION.

10. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY

COVERED CONTAINERS.

11. COVER TRANSPORT RECEPTACLES OR CART AND TAPE COVERING IN

PLACE.

C L

A S

S I

II

1. DO NOT REMOVE BARRIERS FROM WORK

AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE OWNER’S SAFETY

DEPARTMENT AND INFECTION

PREVENTION COORDINATOR AND

THOROUGHLY CLEANED BY (EMS)

ENVIRONMENTAL MANAGEMENT

SERVICES.

2. REMOVE BARRIER MATERIALS CAREFULLY

TO MINIMIZE SPREADING OF DIRT AND

DEBRIS ASSOCIATED WITH

CONSTRUCTION.

3. VACUUM WORK AREA WITH HEPA

FILTERED VACUUMS.

4. WET MOP AREA WITH DISINFECTANT.

5. REMOVE ISOLATION OF HVAC SYSTEM IN

AREAS WHERE WORK IS BEING

PERFORMED.

1. *REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING

DONE TO PREVENT CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD,

PLASTIC, TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT

CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED

CONNECTION TO WORK SITE WITH HEPA VACUUM FOR VACUMMING

PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA

EQUIPPED AIR FILTRATION UNITS.

4. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS

THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA

VACUUM CLEANER BEFORE LEAVING WORK SITE OR THE CAN WEAR

CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY

LEAVE WORK SITE.

6. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE

COVERS AT IC (INFECTION CONTROL) DISCRETION. SHOE COVERS MUST

BE CHANGED EACH TIME THE WORKER EXITS WORK AREA.

7. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED

PROJECT IS INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND

INFECTION CONTROL DEPARTMENT AND THOROUGHLY CLEARED BY THE

OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT.

C L

A S

S I

V

1. REMOVE BARRIER MATERIAL CAREFULLY

TO MINIMZE SPREADING OF DURT AND

DEBRIS ASSOCIATED WITH

CONSTRUCTION.

2. CONTAIN CONSTRUCTION WASTE BEFORE

TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

3. COVER TRANSPORT RECEPTACLES OR

CARTS. TAPE COVERING UNLESS SOLID

LID.

4. VACUUM WORK AREA WITH HEPA

FILTERED VACUUMS.

5. WET MOP AREA WITH DISINFECTANT.

6. REMOVE ISOLATION OF HVAC SYSTEM IN

AREAS WHER WORK IS BEING

PERFORMED.

A A

B

C C

D

E E

MECHANICAL

08A

CLOSET

C A

R T

S

C L E

A N

L

IN

E N

OFFICE

OFFICE

TRAINING

BREAKOUT &

RECEIVING

ELEC

OFFICE 1

OFFICE 2

H A

C

A N

T E

R O

O M

T O

IL

E

T

A

CART WASH

15B

PASSAGE

CARTS

15A

STERILE

MEETING /

BREAKROOM

W O

M E

N L O

C K

E R

CORRIDOR

CORRIDOR

MEN

LOCKER

TOWEL &

WRAP

BULK

STORAGE

STERILE

STORAGE

STERILE &

PREP

DECONTAMINATION

LOADING

DOCK

24A

1 INFECTION

PREVENTION

CLASS IV

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

C O

N S

T R

U C

T

IO

N L

IM

IT

S

TRAMWAY

T123

ICB-2

ICB-2ICB-2

M

IN

M

IN

T

ICB-2ICB-2

MIN

4' - 0" 4' - 0"

MIN

4' - 0" 4' - 0"

MAINTAIN A MINIMUM OF 4'-0" CLEAR IN TRAMWAY

TEMPORARY DOOR FOR CONSTRUCTION EMERGENCY EGRESS ONLY, SEE DOOR SCHEDULE

KEYED NOTES

3770 South Pennsylvania Avenue, Unit 8 St Francis, Wisconsin 53235 PCG project #: P1600103

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

Revisions: Date

PROJECT

LEADER:

Department of

Veterans Affairs

CONSULTANTS:

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

BLDG 452

BLDG 424

BLDG 455

B L D

G

KEY PLAN

T R

A M

W A

Y

N

/2

/2

:3

:2

P

M

CORRECT SPS DEFICIENCIES

BLDG 452

VA MEDICAL CENTER TOMAH, WI

INFECTION CONTROL PLAN,

NOTES AND DETAILS

6/21/2019 BAM KAB

GC103

100% CONSTRUCTION DOCUMENTS

GC103

100% CONSTRUCTION DOCUMENTS

676-18-203

SCALE: NONE1

ICB-2 (UL DESIGN NO U415 - SYSTEM B) 2 HR FIRE RATED &

INFECTION CONTROL BARRIER WALL

1/8" = 1'-0"2 INFECTION CONTROL PLAN

OS

H

1. VERIFY EXISTING CONDITIONS AND LOCATIONS IN FIELD PRIOR TO SUBMITTING PROPOSAL.

FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR FROM PERFORMING THE WORK

REQUIRED UNDER THIS CONTRACT.

2. WHILE THE SIZE AND LOCATION OF NEW WORK AND EQUIPMENT IN THE EXISTING AREA HAS

BEEN INDICATED ON THE DRAWINGS AS ACCURATELY AS POSSIBLE, CONTRACTOR

SHALL ADJUST HIS WORK AS REQUIRED TO AVOID EXISTING UTILITIES, FIRE ALARM, ROOF

DRAINS, ACCESS COVERS, AND OTHER STRUCTURES NOT PARTICULARLY SHOWN ON PLAN

AT NO EXTRA COST. BEFORE CONSTRUCTION, INSPECT PREMISES AND MAKEA DETAILED

EXAMINATION OF ALL LOCATIONS WHERE NEW WORK IS TO BE INSTALLED. EXAMINE

EXISTING PIPING, CONDUITS, STRUCTURAL SUPPORTING BEAMS, AND OTHER CONDITIONS.

3. ACCESS TO ALL BUILDINGS AND PARKING AREAS MUST BE MAINTAINED THROUGHOUT THE

PROJECT.

4. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VA'S CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

5. CONTRACTOR SHALL MAINTAIN FULL OPERATION OF EXISTING BUILDING'S MECHANICAL,

ELECTRICAL AND SECURITY SYSTEMS. COORDINATE WITH THE VA COR AND PROVIDE (14) DAY

ADVANCE NOTIFICATION PRIOR TO SHUT DOWN. REQUIRED SHUT DOWNS SHALL BE

SCHEDULED AT THE VA'S CONVENIENCE. PREMIUM OR OVERTIME COSTS REQUIRED SHALL BE

INCLUDED IN THE BASE BID. FAILURE TO PROCEED WITHOUT PROPER PRIOR NOTIFICATION

MAY RESULT IN THE ASSESSMENT OF A CREDIT TO THE CONTRACT.

6. CONTRACTOR SHALL STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) STANDARDS.

7. CONTRACTOR SHALL PARK ONLY IN THE DESIGNATED PARKING AREAS AND ARE NOT TO

PARK ON THE LAWN AREAS.

8. CONTRACTOR SHALL SAFEGUARD THEIR TOOLS AND EQUIPMENT. TOOLS AND EQUIPMENT

SHALL NOT BE LEFT UNATTENDED AND SHALL BE SECURED AT ALL TIMES WHEN THE

CONTRACTOR IS NOT PRESENT.

9. CONTRACTOR SHALL CONTROL DEMOLITION AND CONSTRUCTION DUST FROM FACILITY BY

ERECTING A DUST BARRIER AND VENTILATION WITH HEPA FILTERS. IF VENTING TO

OUTSIDE, THE CONTRACTOR SHALL INSURE NEGATIVE AIR PRESSURE IS MAINTAINED IN

ENCAPSULATED WORK AREA. WHEN TRANSPORTING DEBRIS, WET DOWN SUFFICIENTLY TO

PREVENT DUST SPREADING.

10. IF SCAFFOLDING IS USED, IT SHALL BE USED IN ACCORDANCE WITH (OSHA) REGULATIONS

AND SHALL BE ENCLOSED FOR THE FIRST EIGHT FEET ABOVE GROUND AT END OF EACH

WORKING DAY, UNTIL DISMANTLED. LADDERS SHALL BE REMOVED AND LOCKED UP AT THE

END OF EACH WORKING DAY TO PREVENT UNAUTHORIZED PERSONS FROM HAVING

ACCESS.

11. ALL CRANE LIFT OPERATIONS SHALL HAVE A LIFT PLAN DRAWING AND AN OUTAGE

SCHEDULE TO ALLOW THE VA TO EVACUATE TWO FLOORS BELOW LIFT SWING ARC.

12. PROTECT ALL EXISTING SURFACES FROM DAMAGE. ANY DAMAGED SURFACES SHALL BE

REPLACED TO MATCH ORIGINAL ITEM, OR REPAIRED TO MATCH EXISTING OR ADJACENT

MATERIAL AS APPROVED BY THE VA COR.

13. CONTRACTOR SHALL REPAIR AND REPLACE ANY DAMAGED LAWN. THE RESTORATION SHALL

BE SOD AND SHALL BE PERFORMED BY A LANDSCAPE CONTRACTOR. TOPSOIL SHALL BE

TILLED AND GRADED TO A SMOOTH MATCHING GRADE OF UNDAMAGED LAWN. SOD SHALL BE

THOROUGHLY SATURATED WITH WATER UPON PLACEMENT. THE CONTRACTOR SHALL WATER

NEW SOD UNTIL PROJECT ACCEPTANCE BY THE COR.

14. CLEAN AND REMOVE DEBRIS FROM CONSTRUCTION SITE TO THE SATISFACTION OF THE VA

COR.

15. WORK HOURS: DAYTIME - NORMAL WORK THAT DOES NOT CREATE VIBRATION, LOUD

NOISE OR ODORS OR REQUIRE LOADING DOCK / TRUCK SPACE.

8PM-6AM - WORK REQUIRING OUTAGES, TRUCK SPACE / CRANES.

WEEKENDS - WORK THAT CREATES LOUD NOISE, VIBRATIONS, ODORS, OUTAGES AND/OR

TRUCK SPACE / CRANE.

16. CONTRACTOR SHALL PROVIDE "SUBMITTAL EXCHANGE" SECURE ONLINE SYSTEM FOR

EXCHANGING, REVIEWING AND ARCHIVING SUBMITTALS, RFI'S, AND OTHER CONSTRUCTION

COMMUNICATIONS ELECTRONICALLY.

GENERAL NOTESARCHITECTURAL ABBREVIATIONS

A/E ARCHITECT/ENGINEER

A AIR (MEDICAL)

AC ACOUSTICAL CEILING

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTIC CEILING TILE

ADA AMERICAN WITH DISIBILITIES ACT

ADDL ADDITIONAL

ADH ADHESIVE

ADO AUTOMATIC DOOR OPERATOR

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AMT AMOUNT

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATELY

ARCH ARCHITECT

ASB ASBESTOS

ATTD ATTACHED

AUTO AUTOMATIC

AUX AUXILIARY

AVG AVERAGE

AWT ACOUSTICAL WALL TREATMENT

B BASE

BD BOARD

BEJ BRICK EXPANSION JOINT

BF BARRIER FREE

BITUM BITUMINOUS

BKG BACKING

BLDG BUILDING

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

CAB CABINET

CB CATCH BASIN OR CORNER BEAD

CC CUBICLE CURTAIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CHK CHECK

CIP CAST IN PLACE

CIR CIRCLE

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLOS CLOSET

CLR CLEAR

CLR HT CLEAR HEIGHT

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

COL COLUMN

COMB COMBINATION, COMBINED

COMM COMMUNICATION

CONC CONCRETE

COND CONDITION

CONF CONFERENCE

CONN CONNECT

CONT CONTINUOUS

CONTR CONTRACTOR

CONV CONVECTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CR CARD READER

CRS COURSE

CSG CASING

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CTRL CONTROL

CURT CURTAIN

CYL CYLINDER

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DOC DOCUMENT

DR DOOR

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DWG DRAWING

DWG DOWEL

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EWS EYE WASH STATION

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WALL HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FESR FIRE EXTINGUISHER, SEMI-RECESSED

FF FINISH FACE, FINISH FLOOR

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FHP FULL HEIGHT PARTITION

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR

FO FINISH OPENING

FP FIRE PROTECTION OR FIREPROOF

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FRP FIBER REINFORCED POLYESTER, OR FIBERGLASS

REINFORCED PLASTIC

FT FEET

FTG FOOTING

FURN FURNISH, FURNISHED OR FURNITURE

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GL GLASS

GR GROUT

GYP BD GYPSUM BOARD

H HIGH OR HEIGHT

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HD HAND DRYER, HEAD OR HARD

HDWR HARDWARE

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HSKPG HOUSEKEEPING

HPC HIGH PERFORMANCE COATING

HR HOUR

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING, VENTILATING, AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION

IG INSULATING GLASS

INCL INCLUDED, INCLUDING

INSTL INSTALLED

INSUL INSULATION

INT INTERIOR

IRWC IMPACT RESISTANT WALL COVERING

JAN JANITOR

JT JOINT

KD KNOCKED-DOWN

KO KNOCK(ED)-OUT

L ANGLE

LAB LABORATORY

LAM LAMINATE(D)

LAM GL LAMINATED GLASS

LAV LAVATORY

LD BRG LOAD-BEARING

LED LIGHT EMITTING DIODE

LH LEFT HAND

LIN LINEAR

LKR LOCKER

LKR RM LOCKER ROOM

LL LEAD LINED, LOWER LEVEL

LRG LARGE

LT LIGHT

LTWT LIGHTWEIGHT

LTG LIGHTING

LVR LOUVER

LYR LAYER

MACH MACHINE

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MICRO MICROWAVE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLWK MILLWORK

MO MASONRY OPENING

MON MONITOR

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MTR METER

N NORTH

NA NOT APPLICABLE

NEG NEGATIVE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NRP NON REMOVABLE

NTS NOT TO SCALE

O OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER, OUTSIDE DIMENSION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PART PARTIAL

PASS PASSAGE

PB PUSHBUTTON

PE POURED EPOXY

PERF PERFORATED

PERIM PERIMETER

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PP PUSH PLATE

PPT PARAPET

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PREFIN PREFINISHED

PREP PREPARATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PWR POWER

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

R RADIUS OR RISER

RB RESILIENT BASE

RD ROOF DRAIN

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR OR REFERENCE

REINF REINFORCED, REINFORCEMENT

REPL REPLACE

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RFG ROOFING

RH RIGHT HAND

RLG RAILING

RM ROOM

RO ROUGH OPENING

RT RESILIENT TILE

RV ROOF VENT

SC SHARPS CONTAINER, SPECIAL COATING

SCHD SCHEDULE

SCONC SEALED CONCRETED

SCWD SOLID CORE WOOD DOOR

SD SOAP DISPENSER

SECT SECTION

SEP SEPARATE

SF SQUARE FOOT (FEET)

SHT SHEET

SGL SINGLE

SHR SHOWER

SHV SHELVING

SIM SIMILAR

SLD SOLID SURFACE

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPENSER/DISPOSAL

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SST STAINLESS STEEL

SSM SOLID SURFACING MATERIAL

ST STONE

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STN STAIN

STOR STORAGE

STRUCT STRUCTURE OR STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

T TREAD

TEL TELEPHONE

TEMP TEMPERED OR TEMPORARY

TH THICK(NESS)

THERM THERMAL

TLT TOILET

TOB TOP OF BEAM

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB OR TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TRTD TREATED

TS TUBE STEEL

TV TELEVISION OR TV OUTLET

TWC TACKABLE WALL COVERING

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCOUNTER OR CABINET

UL UNDERWRITERS LABORATORIES

UNEXC UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

W WIDE OR WEST

W/ WITH

W/0 WITHOUT

WC WALL COVERING OR WATER CLOSET

WD WOOD

WDW WINDOW

WDWK WOODWORK

WF WIDE FLANGE

WLD WELDED

WM WIRE MESH

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD

YD YARD

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

1. INTERIOR PARTITIONS SHALL BE TYPE "A5" UNLESS OTHERWISE NOTED.

2. GYP BOARD PARTITION DIMENSIONS ARE BASED ON FINISH TO FINISH

FACE OF WALLS.

3. MASONRY WALL WITH FURRING AND GYP BOARD DIMENSIONS ARE

BASED ON FACE OF MASONRY.

4. WHERE STUD WALL TRANSITIONS TO MASONRY W/FURRING, ADJUST

FURRING DEPTH TO ALIGN WITH FACE OF STUDS.

5. REFER TO GYPSUM BOARD SPECIFICATION FOR LOCATIONS & TYPE(S)

OF GYPSUM BOARD MATERIAL REQUIRED.

6. PROVIDE TYPE "X" FIRE RATED GYPSUM BOARD AT ALL PARTITIONS.

7. SEAL WALL PENETRATIONS AT PERIMETER AND PROVIDE UL APPROVED

FIRESTOPPING ASSEMBLY AT PENETRATION THROUGH FIRE RATED

WALL AND FLOOR ASSEMBLIES.

8. EXTEND GYPSUM BOARD PARTITIONS FULL HEIGHT TO UNDERSIDE OF

DECK ABOVE, UNO

WALL TYPE GENERAL NOTES

T

.0

0'-0"

SHT

DTL

SHT

DTL

SHT

DTL

CHR1

EXISTING WALLS TO REMAIN

EXISTING WALLS TO BE REMOVED

EXISTING ITEM TO REMAIN

EXISTING ITEM TO BE REMOVED

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING DOOR AND FRAME TO REMAIN

LEGEND

WALL TYPE / PARTITION TYPE

DETAIL REFERENCE

SECTION REFERENCE

NEW WALL / PARTITION

NEW DOOR AND FRAME

EQUIPMENT TAG

INTERIOR ELEVATION

CARD READER

INTERCOM

DOOR OPERATOR PUSH PLATE (FURNISHED BY

DIVISION 08, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR)

CONSTRUCTION LIMITS

2'-0" x 2'-0" SUSPENDED EXPOSED GRID ACOUSTIC CEILING TILE SYSTEM

RETURN, TRANSFER, EXHAUST GRILLE

2'-0" x 2'-0" RECESSED TROFFER LIGHT

2'-0" x 4'-0" RECESSED TROFFER LIGHT

SUPPLY GRILLE

1'-0" x 4'-0" RECESSED TROFFER LIGHT

PENDANT LIGHT

RECESSED DOWN LIGHT

INDUSTRIAL STRIP LIGHT

2'-0" x 2'-0" AUDIO SPEAKER

SMOKE DETECTOR

HEAT DETECTOR

KEYED NOTE

CEILING HEIGHT

CEILING RECESSED TV BRACKET

GYPSUM BOARD CEILING OR BULKHEAD

EXIT LIGHT

PP

CR

IC

CORNER GUARD

12 x 12 ACCESS PANEL

HR

CG

HANDRAIL

24 x 24 ACCESS PANEL

S

OCCUPENCY SENSOR

SPRINKLER HEAD

XX

INTERIOR PARTITION WALL

FIRE RESISTANCE: 1A5 - 1 HR FIRE

RESISTANCE UL# U419

3-5/8" METAL STUDS

@ 16" OC

(1) LAYER 5/8" GYP

BD - TAPE ALL JOINTS

INTERIOR FURRING WALL

FIRE RESISTANCE - NA

ANCHOR TOP RUNNER

TO STRUCTURE ABOVE

SEAL TRACK

FULL WIDTH ACOUSTICAL

BATT INSULATION

WALL BASE AS SCHEDULED

STEEL RUNNER ANCHORED

TO FLOOR STRUCTURE

PLAN

PLAN

INTERIOR PARTITION WALL

FIRE RESISTANCE - NA

PLAN

4 1/4"

4 7/8"

3-5/8" METAL STUDS

@ 16" OC

(1) LAYER 5/8" GYP

BD EACH SIDE

TAPE ALL JOINTS

ANCHOR TOP RUNNER

TO STRUCTURE ABOVE

SEAL TRACK

FULL WIDTH ACOUSTICAL

BATT INSULATION

WALL BASE AS SCHEDULED

STEEL RUNNER ANCHORED

TO FLOOR STRUCTURE

7 1/4"

6" METAL STUDS

@ 16" OC

ANCHOR TOP RUNNER

TO STRUCTURE ABOVE

SEAL TRACK

FULL WIDTH ACOUSTICAL

BATT INSULATION

WALL BASE AS SCHEDULED

STEEL RUNNER ANCHORED

TO FLOOR STRUCTURE

(1) LAYER 5/8" GYP

BD EACH SIDE

TAPE ALL JOINTS

A5 A7

F4

SCHEDULED PARTITION TYPE

CONT ACOUSTIC SEALANT

PROVIDE FIRESTOPPING

SEALANT AT FIRE RATED WALL

DEFLECTION TRACK

SCHEDULED BASE

CONT ACOUSTIC SEALANT

PROVIDE FIRESTOPPING

SEALANT AT FIRE RATED WALL

/8

/8

3770 South Pennsylvania Avenue, Unit 8 St Francis, Wisconsin 53235 PCG project #: P1600103

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

Revisions: Date

PROJECT

LEADER:

Department of

Veterans Affairs

CONSULTANTS:

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

/2

/2

:3

:2

P

M

CORRECT SPS DEFICIENCIES

BLDG 452

VA MEDICAL CENTER TOMAH, WI

ARCHITECTURAL LEGENDS,

ABBREVIATIONS AND WALL TYPES

6/21/2019 BAM LDR

A001

100% CONSTRUCTION DOCUMENTS

A001

100% CONSTRUCTION DOCUMENTS

676-18-203

1" = 1'-0"1 WALL PARTITION TYPES

3" = 1'-0"2 TYPICAL WALL HEAD AND BASE

SEE 2/A001 - TYP HEAD AND BASE DETAIL

A A

B

C C

D

E E

MECHANICAL

15221

16' - 5"

LOADING

DOCK

15211

CLEAN

LINEN

CARTS

OFFICE

OFFICE

TRAINING

BREAKOUT &

RECEIVING

24 E L E

C

MEETING /

BREAKROOM

OFFICE 1

OFFICE 2

TOWEL &

WRAP

HAC

MEN

LOCKER

ANTE

ROOM

WOMEN

LOCKER

16TOILET

16A

CORRIDOR

CORRIDOR

CLOSET

STERILE

STORAGE

STERIL

STERILE &

PREP

DECONTAMINATION

PASSAGE

CARTS

15A

CART WASH

15B

BULK

STORAGE

3 4

5 5 5 5 6 5

5 55

ULTRA

S S

T S

IN

K

W A

S H

E R

STERILIZER

STERILIZER

EYE WASH

DIONIZED

WATER SYSTEM

WATER

SOFTENER

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

C O

N S

T R

U C

T

IO

N L

IM

IT

S

TRAMWAY

T123

91' - 7 7/8" 3

F A

C P

REMOVE EXISTING DIAGONAL BRACING. PROVIDE NEW CROSS BRACING

AT EXTERIOR WALLS PRIOR TO REMOVAL. SEE AS102 FOR NEW WORK.

PROVIDE ENLARGED OPENINGS IN EXISTING TRAMWAY WALL TO

ACCOMMODATE NEW DOOR LOCATIONS.

REMOVE EXISTING DOOR FRAME.

REMOVE EXISTING GYP BD WALL SHEATHING AND BATT INSULATION AT

NEW CROSS BRACING. METAL STUDS TO REMAIN.

REMOVE EXISTING WINDOW STOOLS.

REMOVE EXISTING GLAZING. EXISTING WINDOW FRAME TO REMAIN.

REMOVE EQUIPMENT, SUPPORTS AND RELATED APPURTENANCES.

REFER TO MEP DRAWINGS FOR OTHER RELATED DEMOLITION ITEMS.

KEYED NOTES

1. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF

ALL DEMOLITION WORK WITH NEW CONSTRUCTION WORK.

2. GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL,

PLUMBING, AND FIRE PROTECTION PLANS FOR ADDITIONAL DEMOLITION

WORK. DEMOLITION OF WALL, CEILING, AND FLOOR ASSEMBLIES

NECESSARY TO FACILITATE MEP SYSTEM DEMOLITION IS PART OF

CONTRACTOR'S SCOPE OF WORK.

3. ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY AND

RESPONSIBILITY OF THE CONTRACTOR, WITH THE EXCEPTION OF

SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS OR VERBALLY

REQUESTED BY THE COR TO BE RETAINED BY THE VA. OFFSITE

DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE

CONTRACTOR.

4. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE

BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR

ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK.

5. REMOVE EXISTING FINISHES WHERE NEW FINISHES ARE SCHEDULED IN

THE ROOM FINISHED SCHEDULE.

GENERAL NOTES

3770 South Pennsylvania Avenue, Unit 8 St Francis, Wisconsin 53235 PCG project #: P1600103

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

Revisions: Date

PROJECT

LEADER:

Department of

Veterans Affairs

CONSULTANTS:

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

BLDG 452

BLDG 424

BLDG 455

B L D

G

KEY PLAN

T R

A M

W A

Y

N

/2

/2

:3

:5

P

M

CORRECT SPS DEFICIENCIES

BLDG 452

VA MEDICAL CENTER TOMAH, WI

ARCHITECTURAL PLAN -

DEMOLITION

6/21/2019 BAM LDR

AD101

100% CONSTRUCTION DOCUMENTS

AD101

100% CONSTRUCTION DOCUMENTS

676-18-203

1/4" = 1'-0"1 FLOOR PLAN - DEMOLITION

FINISHED FLOOR EL = 100' - 0"

A A

B

C C

D

E E

MECHANICAL

15221

LOADING

DOCK

15211

2 222

DIONIZED

WATER SYSTEM

WATER

SOFTENER

4' - 6" 10' - 0" 10' - 0" 3' - 9" 13' - 3" 3' - 0" 13' - 0" 7' - 0" 9' - 11" 4' - 5"

4' - 6" 4' - 9"

1' - 5"

2'

0"

45°

8" 4' - 5" 2' - 5"

13' - 2" 7' - 6"

7" 2' - 0"

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

C O

N S

T R

U C

T

IO

N L

IM

IT

S

TRAMWAY

T123

6' - 0"

91' - 7 7/8"

13' - 0"

16' - 5"

3' - 11" 2' - 0" 9' - 3" 2' - 0" 12' - 11"

SAWCUT AND REMOVE CONCRETE FLOOR SLAB. PROTECT COLUMNS

AND EXTERIOR WALLS. EXCAVATE AS REQUIRED FOR PLUMBING

REMOVAL AND INSTALLATION WORK. COORDINATE W/ PLUMBING

CONTRACTOR AND SEE PLUMBING DRAWINGS.

DO NOT SAWCUT OR REMOVE EXISTING COLUMN FOOTING.

SAWCUT AND REMOVE CONCRETE FLOOR SLAB. PROTECT COLUMNS

AND EXTERIOR WALLS. EXCAVATE AS REQUIRED FOR NEW ELECTRICAL

WORK. COORDINATE W/ ELECTRICAL CONTRACTOR AND SEE

ELECTRICAL DRAWINGS.

KEYED NOTES

1. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF

ALL DEMOLITION WORK WITH NEW CONSTRUCTION WORK.

2. GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL,

PLUMBING, AND FIRE PROTECTION PLANS FOR ADDITIONAL DEMOLITION

WORK. DEMOLITION OF WALL, CEILING, AND FLOOR ASSEMBLIES

NECESSARY TO FACILITATE MEP SYSTEM DEMOLITION IS PART OF

CONTRACTOR'S SCOPE OF WORK.

3. ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY AND

RESPONSIBILITY OF THE CONTRACTOR, WITH THE EXCEPTION OF

SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS OR VERBALLY

REQUESTED BY THE COR TO BE RETAINED BY THE VA. OFFSITE

DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE

CONTRACTOR.

4. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE

BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR

ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK.

GENERAL NOTES

3770 South Pennsylvania Avenue, Unit 8 St Francis, Wisconsin 53235 PCG project #: P1600103

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

Revisions: Date

PROJECT

LEADER:

Department of

Veterans Affairs

CONSULTANTS:

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

FULLY SPRINKLERED

Office of Facilities

Management

B

A

C

D

E

F

97 8654321

F

E

D

C

B

A

1 2 3 4 5 6 87 9

FULLY SPRINKLEREDFULLY SPRINKLERED

/2

/2

:3

:5

P

M

CORRECT SPS DEFICIENCIES

BLDG 452

VA MEDICAL CENTER TOMAH, WI

ARCHITECTURAL PLAN -

DEMOLITION

6/21/2019 BAM LDR

AD102

100% CONSTRUCTION DOCUMENTS

AD102

100% CONSTRUCTION DOCUMENTS

676-18-203

FINISHED FLOOR EL = 100' - 0" 1/4" = 1'-0"1 FLOOR PLAN - DEMOLITION CONCRETE

A A

B

C C

D

E E

MECHANICAL

15221

LOADING

DOCK

15211

CLOSET

CARTS

CLEAN LINEN

OFFICE

OFFICE

TRAINING

BREAKOUT &

RECEIVING

24 E L E

C

OFFICE 1

OFFICE 2

HAC

ANTE

ROOM

TOILET

16A

CART WASH

15B

PASSAGE

CARTS

15A

STERILE

MEETING /

BREAKROOM

WOMEN

LOCKER

CORRIDOR

CORRIDOR

MEN

LOCKER

TOWEL &

WRAP

BULK

STORAGE

STERILE

STORAGE

STERILE &

PREP

DECONTAMINATION

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

C O

N S

T R

U C

T

IO

N L

IM

IT

S

TRAMWAY

T123

1. GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH

NEW CONSTRUCTION WORK.

2. CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL,

PLUMBING,AND FIRE PROTECTION PLANS FOR ADDITIONAL DEMOLITION

WORK. DEMOLITION OF WALL, CEILING, AND FLOOR ASSEMBLIES

NECESSARY TO FACILITATE MEP SYSTEM DEMOLITION SHALL BE PART

OF CONTRACTOR'S SCOPE OF WORK.

3. DEMOLISHED MATERIAL BECOMES THE PROPERTY AND RESPONSIBILITY

OF THE CONTRACTOR, WITH THE EXCEPTION OF SPECIFIED ITEMS

DESIGNATED EITHER IN THE PLANS OR VERBALLY REQUESTED BY THE

COR TO BE RETAINED BY THE VA. OFFSITE DISPOSAL OF THE

DEMOLISHED ITEMS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

4. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE

BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR

ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK.

5. CONSTRUCT A DUST-PROOF PARTITION TO SEPARATE AREAS OF

CONSTRUCTION FROM ADJACENT OCCUPIED AREAS OUTSIDE SCOPE OF

CONSTRUCTION. SEE DETAILS ON SHEET GC103.

6. UNLESS NOTED OTHERWISE, ALL DASHED ITEMS SHALL BE REMOVED.

7. REMOVE SUSPENDED CEILINGS AND RELATED HANGERS, OR GYPSUM

BOARD CEILINGS WHERE INDICATED ON SHEET AD102 AND WHERE NEW

CEILINGS ARE INDICATED ON REFLECTED CEILING PLAN OR ROOM

FINISH SCHEDULE.

8. REMOVE ALL INTERIOR AND WALL MOUNTED ITEMS IN AREAS TO BE

REMODELED INCLUDING, BUT NOT LIMITED TO, CABINETRY, EQUIPMENT,

LOCKERS, TOILET PARTIIONS, SHELVING, HOOKSTRIPS, HANDRAILS,

CLOSET POLES, CHALK AND TACK BOARDS, MIRRORS, WALL AND

CEILING TRIM, WALL BASE.

GENERAL NOTES

3770 South Pennsylvania Avenue, Unit 8 St Francis, Wisconsin 53235 PCG project #: P1600103

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

Revisions: Date

PROJECT

LEADER:

Department of

Veterans Affairs

CONSULTANTS:

o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t

VA FORM 08-6231, OCT 1978

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS…