Att 4 - Final Drawings 2 of 4.pdf

FINISH FLOOR

100' - 0"

BASE

95' - 2"

EXTG. FIRST FLOOR

104' - 8"

B.O.S 118' - 0"

T.O.F 91' - 2"

CBA

T.O.S. FRAMING

PLAN

128' - 0"

2ND FLR FRAMING

PLAN

112' - 0"

S300

S200

C12 STRIN

GER

C12 STRINGER

C12 STRINGER

W12x14 W12x14 W12x14

W18X35

S1.2

S1.1A

(1

R

IS

E

R S

.2

(8

R

IS

E

R S

.0

(9

R

IS

E

R S

.4

(8) TREADS @ 11" = 7'-4"

(7) TREADS @ 11" = 6'-5"

(12) TREADS @ 11" = 11'-0"

L

IF

T B

E A

M B

.O .S

C

O O

R D

IN

A

T E w E

L E

V A

T O

R C

O N

T R

2" SOAP

STARTER

COURSE

S500

S500

S500

W12x14

S500

1 SIM.

4" (4000PSI) CONC. SLAB w/ 6x6 - W2.9xW2.9 W.W.F. OVER

6 MIL VAPOR BARRIER AND

6" COMPACTED GRANULAR FILL

3" CONC. TOPP.

OVER METAL PAN

3" CONC. TOPP.

OVER METAL PAN

3" CONC. TOPP.

OVER METAL PAN

23' - 9 1/2"

ROOF TRUSSES @ 24" O.C.

HIP TRUSSES

SEE PLAN

HIP TRUSSES

SEE PLAN

SUMP

15" CONC. WALL

SEE PLAN

#5 @ 12" O.C., EACH WAY

#5 DWL @ 16" O.C.

#5 E.W. @ 18" O.C.

8" CONC. WALL

SEE PLAN

(2) #5 CONT.

T. & B.

#5 DWL @ 16" O.C.

WF36

15" CONC. WALL

SEE PLAN

(2) #5 CONT.

T. & B.

#5 DWL @ 16" O.C.

#5 VERT. @ 16" O.C.

B.B. w/ (2) #5 CONT.

B.B. w/ (2) #5 CONT.B.B. w/ (2) #5 CONT.

S500

2" CONC. PAN, TYPICAL

95' - 2"

BASE

104' - 8"

EXISTING 1ST FLOOR

91' - 2" T.O.F.

118' - 0" B.O.S.

B.B. w/ (2) #5 CONT.

COORDINATE EXISTING CONDUITS w/

ELECTICAL SHT. ET101 & CONTR. FOR

ALL WALL TELECOM PENETRATIONS

3 1/2" / 1 '-0"

3 1/2" / 1'-0"

WATER PROOF MEMBRANEWATER PROOF MEMBRANE

FIRST FLOOR

100' - 0"

EXTG. FIRST FLOOR

104' - 8"

T.O.F 91' - 2"

EXISTING BASEMENT

95' - 2"

S300

S200

H S

S x4 x /4

H S

S x4 x /4

C8X11.5 W6x15

H S

S x4 x /4

H S

S x4 x /4

HSS6X2X1/4

4' - 10" (FIELD VERIFY) 5' - 2" (F.V.)

(F.V.)

1' - 3 1/2" 5' - 5" (F.V.)

(2) 3/4"Ø A325 BOLTS

w/ 3/8" SHEAR TAB

CONNECTION

(2) 3/4"Ø A325 BOLTS

w/ 3/8" SHEAR TAB

CONNECTION

EXISTING CONCRETE

STRUCTURAL FLOOR SYSTEM

EXISTING BLOCK WALL

W6x15

COPE TOP

FLANGE @

ANGLE

L6x6x5/16 SEAT ANGLE

WELDED TO COLUMN

w/ NON-SHINK GROUT

@ BEARING POINT

L2x2x3/16 SEAT ANGLE

WELDED TO COLUMN,

TYPICAL EA. END

FIELD CUT EXISTING

CONCRETE STRUCTURAL

FLOOR BEAM AS REQUIRED

FOR MECHANICAL CHASE.

SEE SHT'S P101, P102, EP101

EXISTING CONCRETE BEAMEXISTING CONCRETE BEAM

EXISTING

FLOOR SLAB

EXISTING

BLOCK WALL

AND VENEER

EXISTING

FDN. WALL

EXISTING

FOOTING

EXISTING

BLOCK WALL

AND VENEER

EXISTING

FDN. WALL

EXISTING

FOOTING

NEW

DOOR

OPENING

NEW

DOOR

OPENING

F

IE

L D

V E

R

IF

Y B

O T

T O

M O

F B

E A

M H

IE

G

H T

(F .V

B E

A M

D E

P T

H

4" (4000PSI) CONC. SLAB INFILL w/ 6x6 - W2.9xW2.9 W.W.F. OVER

6 MIL VAPOR BARRIER AND

6" COMPACTED GRANULAR FILL

COORDINATE EXISTING/NEW CONDUITS

w/ ELECTICAL SHT. ET101 & CONTR. FOR

ALL WALL TELECOM PENETRATIONS

S301

L6x6x5/16 SEAT ANGLE

WELDED TO COLUMN

w/ NON-SHINK GROUT

@ BEARING POINT

EXTG. FIRST FLOOR

104' - 8"

EXISTING BASEMENT

95' - 2"

S301

S500

EXISTING 1-WAY

SLAB STRUCTURE

W6x15 BEAM

H S

S x x /4

C O

L U

M N

1/2"x5"x0'-10" BASE PLATE w/ (4) 3/4"Ø ANCHOR RODS

AND 5" MIN. EMBEDMENT

CMU PARTITION WALL

SEE ARCH. PLANS

3/8"x4"x0'-5" SHEAR TAB w/

(2) 3/4"Ø A325 BOLTS,

TYPICAL EACH END

NON-SHRINK GROUT

AS REQUIRED AT

BEARING POINTS

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL TOMAH. WI

FEB. 4, 2022 JDR TSK

S301S301

FINAL BID DOCUMENTS

676-21-701STRUCTURAL

STAIR/BUILDING SECTIONS

3/8" = 1'-0"S301

1 STAIR CROSS-SECTION

3/8" = 1'-0"S301

2 EXISTING BASEMENT ELEVATION

1/2" = 1'-0"S301

3 EXISTING FLR SUPPORT SECTION

EXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONSEXISTING CONDITIONS

FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS ELEVATIONS AND CONDITIONS

PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION

No. Description Date

3/8" STIFFENER

ENCASE BEAM

IN MASONRY

PARTIAL HGT. COURSE AS REQ`D

GROUT CORES SOLID

CMU PIER-SEE PLAN FOR PIER SIZE

& REINFORCING REQUIREMENTS

SEE SCHEDULE

FOR BRG PLATE

T/ BEAM EL.

SEE PLAN

BOND BEAM

SEE PLAN

1/4

1/4

@ SIMILAR TWO BEAMS SHARE BEARING PLATE

STRUCTURAL STEEL COLUMN

SHEAR TAB CONNECTION

STRUCTURAL STEEL BEAM,

SEE PLAN

A325 BOLTS TYP.

SHEAR TAB SCHEDULE

BEAM

SIZE

BOLTS SHEAR TAB SIZE

W12

W18

(3) 3/4"Ø A325

(5) 3/4"Ø A325

3/8"x12"x0'-9" THROUGH PLATE

3/8"x12"x1'-3" THROUGH PLATE

1/4

1/4

TYP

ALLOWABLE

16.3 kips

36.3 kips

CMU WALL, SEE PLAN

WF BEAM, SEE SCHEDULE

BOTTOM PLATE

SEE LINTEL SCHEDULE

1/4 4-12

1/4" PLATE STIFFENER

@ 16" O.C.

BOARD INSULATION

SEE PLAN

VENEER, SEE PLAN

OPENING, SEE PLAN

L4x4x1/4 LEDGER ANGLE FASTEN TO BLOCK w/

1/2"x3" SLEEVE ANCHORS @ 32" O.C.

FLOOR DECK

SEE PLAN

CONT. CMU BOND

BEAM w/ [2]-#5

BARS CONT.

CMU WALL

BUILDING PAPER

CONCRETE FILL

SPECIAL CONTROL

JOINT UNITS

RAKE AND CAULK

SPECIAL CONTROL

JOINT UNITS

RAKE AND CAULK

RAKE AND CAULK

PREFORMED GASKET

SASH UNITS

NOTE:

CMU CONTROL JOINTS

SPACED 24'-0" MAX. & 10'

FROM CORNERS

L5x3 1/2x1/4 EDGE ANGLE FASTEN TO BLOCK w/

1/2"x3" EXP. ANCHORS @ 32" O.C.

COMPOSITE DECK

SEE PLAN

CONT. CMU BOND

BEAM w/ [2]-#5

BARS CONT.

CMU WALL

5" CONCRETE

SEE PLAN

STEEL BEAM

SEE PLAN

SHEAR TAB CONNECTION

SEE SCHEDULE

STEEL BEAM

SEE PLAN

A325 BOLTS TYP.

SHEAR TAB SCHEDULE

BEAM

SIZE

BOLTS SHEAR TAB SIZE

W12

W18

(3) 3/4"Ø A325

(5) 3/4"Ø A325

3/8"x4"x0'-9" PLATE

3/8"x4"x1'-3" PLATE

1/4

1/4

TYP

/2

STEEL BEAM

SEE PLAN

/2 "3

1 1/2"

GAP

1/2"

STEEL BEAM

SEE PLAN

SHEAR TAB CONNECTION

SEE SCHEDULE

A325 BOLTS TYP.

SHEAR TAB SCHEDULE

BEAM

SIZE

BOLTS SHEAR TAB SIZE

C8

(2) 3/4"Ø A325 3/8"x4"x0'-6" PLATE

1/4

1/4

TYP

STEEL

CHANNEL

SEE PLAN

1 1/2"

SECOND FLOOR

112' - 0"

A

W12x14

W14X22

W12x14

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

5" TOPPING OVER

1.5 CF 22 ga.

COMPOSITE DECK

FINISH FLOOR

EL. = 113'-0"

5/16"x7" TOP PLATE

3/8"x4"x0'-9" SHEAR TAB w/ (3) 3/4"Ø A325 BOLTS

1 1/2"

L5x3 1/2x1/4" EDGE ANGLE CONT.

CUT BLOCK AND GROUT SOLID

(F .V

/4

L5x3 1/2x1/4 EDGE ANGLE CONT.

CUT VENEER BLOCK AS REQUIRED EXTERIOR WALL

SEE ARCH. PLANS

10 1/2"

B.B. w/ (2) #5 CONT.

1/2"Ø x 2 1/4" LG.

SLEEVE ANCHORS

@ 24" O.C.

EXISTING 2x6 RAFTER REINFORCED w/ 2x6 SPF #1

& (2) 10d NAILS @ 12" O.C., TYPICAL

NEW CRICKET WITH ASPHALT

SINGLES ON 1/2" SHEATHING

OVER 2x6 P.T. SPF#1 @ 24" O.C.

OVER-FRAMING

L6x6x5/16 LEDGER ANGLE w/ 1/2"Ø x 2 1/4" LG. EPOXY

ANCHORS @ 32" O.C.

BRICK VENEER

CMU VENEER

BOND BEAM

EL. 120'-0"

DEMO RAFTER OVERHANG

& SHEATHING UNDER

CRICKET AREA

STAIR

S1

EXISTING BUILDING

2x6 RIDGE BOARD

FASTEN RAFTER TO

RIDGE w/ METAL HANGER

EXTG. FIRST FLOOR

104' - 8"

CMU PARTITIAN WALL

EXISTING CONCRETE

STRUCTURAL FLOOR SYSTEM

COMPRESSABLE FILLER

M

IN

L4x4x1/4x0'-8" CLIP ANGLE @ 48" O.C. w/ (3) 1/4"Ø x 2 1/4 LG.

TAPCON FASTENERS

5" COMPOSITE

CONC. DECK

TSB TRACK W/

(2) HILTI SCREWS

DO NOT ATTACH STUDS

TO CONC. DECK

/2

M

IN

#8-18 HILTI SCREW @ 16" O.C.

LONG LEG VERTICAL SLIP TRACK (TSC)

SEE ARCHITECTURAL WALL DETAILS

FOR SIZE AND GAUGE

STEEL STUDS @ 16" O.C.

SEE ARCH DETAILS FOR STUD SIZE

5" COMPOSITE

CONC. DECK

TSB TRACK W/

(2) HILTI SCREWS

DO NOT ATTACH STUDS

TO CONC. DECK

#8-18 HILTI SCREW @ 16" O.C.

LONG LEG VERTICAL SLIP TRACK (TSC)

SEE ARCHITECTURAL WALL DETAILS

FOR SIZE AND GAUGE

STEEL STUDS @ 16" O.C.

SEE ARCH DETAILS FOR STUD SIZE

PERPENDICULAR TO DECKING PARALLEL TO DECKING

T.O.S. FRAMING

PLAN

128' - 0"

W12x14

W8X24

/8

L2 LINTEL

C12x20.7x0'-6" BEAM SEAT

5/8"x5"x0'-8 SPACER PLATE

1/4

1/4

1/4

1/4

2ND FLR FRAMING

PLAN

112' - 0"

" 2

/2

2"

C8X11.5

5" TOPPING OVER

1.5 CF 22 GA.

COMPOSITE DECK

B.B. w/ (2) #5 CONT.

GROUT CORES SOLID

(2) - 3/4"Ø x 2-1/4" EPOXY ANCHORS

L4x3x1/4 CLIP ANGLE w/ (2) 3/4"Ø A325 BOLTS

EXTERIOR WALL

SEE ARCH. PLANS

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL TOMAH. WI

FEB. 4, 2022 JDR TSK

S500S500

FINAL BID DOCUMENTS

676-21-701STRUCTURAL

FRAMING DETAILS

3/4" = 1'-0"S500

1 BEAM BRG. DETAIL

1" = 1'-0"S500

2 COLUMN BEAM CONNECTION DETAIL

1" = 1'-0"S500

3 (L2) LINTEL SECTION

3/4" = 1'-0"S500

4 LEDGER ANGLE DETAIL

1/2" = 1'-0"S500

5 Control Joints

3/4" = 1'-0"S500

6 EDGE ANGLE DETAIL

1" = 1'-0"S500

7 BEAM-BEAM CONNECTION DETAIL

1" = 1'-0"S500

8 CHANNEL-BEAM CONNECTION DETAIL

3/4" = 1'-0"S500

12 LOW ROOF/WALL DETAIL

1/2" = 1'-0"S500

9 CRICKET @ STAIR DETAIL

1" = 1'-0"S500

10 SLIP CONNECTION DETAIL

1" = 1'-0"S500

11 LGSF SLIP CONNECTION DETAIL

1" = 1'-0"S500

13 BEAM/L2 CONN. DETAIL

1" = 1'-0"S500

14 CHANNEL/CMU CONN. DETAIL

OS

H

INTERIOR PARTITION WALL

SMOKE PARTITION WALL

PLAN

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

BATT INSULATION

WALL BASE AS SCHEDULED

STEEL RUNNER ANCHORED

TO FLOOR STRUCTURE

A1

EXTERIOR WALL

FIRE RESISTANCE: 2 HR

RESISTANCE UL# U905

PLAN

W2

3 5/8" 3" 7 5/8"

BRICK VENEER

AIR SPACE

2 1/2" RIGID

INSULATION (R13.3

MIN)

CONCRETE

MASONRY UNIT

EXTERIOR WALL

FIRE RESISTANCE: 2 HR

RESISTANCE UL# U905

PLAN

3-5/8" METAL STUDS

@ 16" OC

(1) LAYER 5/8" GYP

BD TAPE ALL JOINTS

ANCHOR TOP RUNNER

TO STRUCTURE ABOVE

SEAL TRACK

FULL WIDTH

BATT INSULATION

WALL BASE AS SCHEDULED

STEEL RUNNER ANCHORED

TO FLOOR STRUCTURE

W1

3 5/8" 3 3/4" 7 5/8" 3 5/8"

BRICK VENEER

AIR SPACE

RIGID INSULATION

(R13.3 MIN)

CONCRETE

MASONRY UNIT

1' - 2 1/4"

3 5/8"

INTERIOR WALL

FIRE RESISTANCE: 1 HR

RESISTANCE UL# U905

PLAN

7 5/8"

CONCRETE

MASONRY UNIT

INTERIOR WALL

FIRE RESISTANCE: 1 HR

RESISTANCE UL# U905

PLAN

7 3/4" 2 1/2" 5/8"

CONCRETE

MASONRY UNIT

2 1/2" METAL STUDS @

16" O.C

(1) LAYER 5/8" GYP

BD TAPE ALL JOINTS

ANCHOR TOP RUNNER

TO STRUCTURE ABOVE

SEAL TRACK

BATT INSULATION

WALL BASE AS SCHEDULED

STEEL RUNNER ANCHORED

TO FLOOR STRUCTURE

A3A2

1' - 7 1/4"

CONTINUOUS AIR & VAPOR

BARRIER & RETURN HORIZONTALLY

AT BOTTOM OF STEEL PLATE

10 7/8"

INTERIOR WALL

FIRE RESISTANCE: 1 HR

RESISTANCE UL# U905

PLAN

5/8"

2 1/2" 7 3/4" 3 5/8"

5/8"

BOND BEAM - SEE

STRUCTURAL PLAN

3-5/8" METAL STUDS

@ 16" OC W/ 5/8" GYP

ANCHOR TOP RUNNER

TO STRUCTURE ABOVE

SEAL TRACK

BATT INSULATION

WALL BASE AS SCHEDULED

STEEL RUNNER ANCHORED

TO FLOOR STRUCTURE

A4

1' - 3 1/8"

2-1/2" METAL STUDS

@ 16" OC W/ 5/8" GYP

INTERIOR PARTITION WALL

PLAN

2-1/2" METAL STUDS

@ 16" OC

(1) LAYER 5/8" GYP

BD

TAPE ALL JOINTS

ANCHOR TOP RUNNER

TO STRUCTURE ABOVE

SEAL TRACK

FULL WIDTH

BATT INSULATION

WALL BASE AS SCHEDULED

STEEL RUNNER ANCHORED

TO FLOOR STRUCTURE

SECTION SECTION

SECTION SECTION SECTION

SECTION SECTION

A5

AIR & VAPOR

BARRIER

SLIP TRACK

SLIP TRACK

SLIP TRACK

ANGLE BOTH SIDES - SEE

STRUCTURAL PLAN

SLIP TRACK

SLIP TRACK

BOND BEAM - SEE

STRUCTURAL PLAN

1A1

PROVIDE FIRE STOPPING

ASSEMBLY ON TOP OF FIRE

RATED WALL

PROVIDE FIRE STOPPING

ASSEMBLY ON TOP OF FIRE

RATED WALL

PROVIDE FIRE STOPPING

ASSEMBLY ON TOP OF FIRE

RATED WALL

/8

/8

SEALANT

SEALANT

/8

" SEALANT

PROVIDE 1 HR FIRE

STOPPING ASSEMBLY

/8

SEALANT

PROVIDE 2 HR FIRE

STOPPING ASSEMBLY

/8

PROVIDE 2 HR FIRE

STOPPING ASSEMBLY

INTERIOR PARTITION WALL

PLAN

3-5/8" METAL STUDS

@ 16" OC

(1) LAYER 1/2" PLYWOOD BOTH

SIDES

STEEL RUNNER ANCHORED

TO FLOOR STRUCTURE

SECTION

A6

/8

" SEALANT

1/2" PLYWOOD CAP

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 MAKE A 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 ADHERE TO STATE AND FEDERAL OCCUPATIONAL SAFETY A

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 AND VA)

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 ARCHITECTURAL

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 DISABILITIES 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

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 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

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

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

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 HUB DRAIN

HDWR HARDWARE

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HR 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

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

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

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

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD

YD YARD

VAR VARIES

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

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

EXISTING CMU WALL

NEW CMU WALL

FLAT ROOF CONSTRUCTION

R1

SINGLE MEMBRANE

TAPERED POLY ISO RIGID INSULATION (30)

3 1/2" CONCRETE

TOPPING OVER 1 1/2"

METAL DECKING

ROOF CONSTRUCTION

R2

TRUSS - SEE STRUCTURAL

5" POLY ISO RIGID INSULATION (R30)

1/2" PLYWOOD SHEATHING

COMPOSITE SLATE ROOF TILE SYSTEM

CRICKET ROOF CONSTRUCTION

R3

OVER FRAMING ON EXISTING

ROOF STRUCTURE

1/2" PLYWOOD SHEATHING

ASPHALT SHINGLES

TRAMWAY ROOF CONSTRUCTION

R4

VAPOR RETARDER

EPDM SHEET ROOFING

15 # FELT UNDERLAYMENT

FLUID APPLIED AIR & VAPOR RETARDER

FLUID APPLIED AIR & VAPOR RETARDER

15# FELT UNDERLAYMENT

PROVIDE VALLEY FLASHING W/ 3'-0"

WIDE ICE & WATER SHIELD

3 1/2" CONCRETE

TOPPING OVER 1 1/2"

METAL DECKING

3 1/2" CONCRETE

TOPPING OVER 1 1/2"

METAL DECKING

TAPERED POLY ISO RIGID

INSULATION (R30)

FLOOR CONSTRUCTIONF1

4" CONCRETE SLAB

VAPOR BARRIER

6" COMPACTED DRAINAGE

FILL -SEE STRUCTURAL

DRAWINGS

3 1/2" CONCRETE

TOPPING OVER 1 1/2"

METAL DECKING

SECOND FLOOR CONSTRUCTIONF2

4" FINE GRANULAR FILL

1 HR UL # DL916

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

TOMAH, WI 54660

MEDICAL CENTER

VETERANS

FULLY

500 E VETERANS

TOMAH, WI 54660

MEDICAL CENTER

VETERANS

FULLY

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 FULLY

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL CENTER TOMAH, WI

FEB. 4, 2022 HB GR

A001A001

FINAL BID DOCUMENTS

676-21-701ARCHITECTURAL

LEGENDS, ABBREVIATIONS AND

WALL TYPES

1" = 1'-0"A001

1 WALL PARTITION TYPES

1" = 1'-0"A001

2 ROOF TYPES

1" = 1'-0"A001

3 FLOOR TYPES

DN

MDP

ATS-208-EQ

ATS-208-CR

B

P/1

MDP-208-EQ

KILL

SWITCHFIRE

SYS

UPS UPS

BIX

PNL A

POWER COND

'A'

UPS

PNL

BYPASS

FLOW

IPX IPX IPX

LIGHTNING

PROTECTION

RACK

SERVER

SERVER FIBER

FEED

LIEBERT

DS

PA ???

1. DO NOT BEGIN DEMOLITION WORK UNTIL HAZARDOUS ABATEMENT

WORK HAS BEEN COMPLETED - SEE HA DRAWING

2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF

ALL DEMOLITION WORK WITH NEW CONSTRUCTION WORK.

3. GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL,

4. 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.

5. 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.

6. 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.

7. FIELD VERIFY AND COORDINATE LOCATIONS OF NEW VENT AND FAN

ROOF OPENING TO AVOID CONFLICT WITH EXISTING ROOF STRUCTURE

AND UTILITIES.

8. MAINTAIN THE WARRANTY OF THE INTEGRITY OF EXISTING ROOFING

ASSEMBLY.

DEMO GENERAL NOTES

DEMO PLAN - KEYNOTES

1 REMOVE PORTION OF WALL, CEILING AND ROOFING TO ACCOMMODATE NEW

OPENING. PATCH AND REPAIR TO MATCH EXISTING FINISHED.

2 REMOVE EXISTING SMOKING ENCLOSURE, CONCRETE AND

FOOTINGS

3 LOCATION OF EXISTING MANHOLE AND TELECOMM VAULT - SEE CIVIL DRAWINGS

COMPLETELY REMOVE PORTION OF EXISTING TRAMWAY

INCLUDING FOUNDATION/FOOTINGS

5 REMOVE EXISTING CONCRETE PAD- SEE CIVIL DRAWINGS

6 RELOCATE EXISTING MECHANICAL EQUIPMENT- SEE MECHANICAL DRAWINGS

7 EXISTING STEAM TUNNEL - SEE CIVIL DRAWINGS FOR MODIFICATIONS

8 REMOVE COLUMN AFTER CEILING STRUCTURE MODIFICATIONS ARE

COMPLETED - SEE STRUCTURAL DRAWINGS

9 REMOVE EXISTING RADIATOR

10 REMOVE EXISTING WINDOWS AND FRAMES - SEE ABATEMENT DRAWINGS

11 REMOVE EXISTING DOOR AND FRAME TO ACCOMMODATE NEW CONSTRUCTION.

12 REMOVE EXISTING CONCRETE FLOORING, STRUCTURE, ENCLOSURE, CEILING

ASSEMBLY, LIGHT FIXTURES AND EXISTING FINISHES

13 REMOVE EXISTING SUMP PUMP - SEE PLUMBING DRAWINGS

CUT BACK EXISTING ROOF STRUCTURE TO REMOVE OVERHANG AND

GUTTER. REMOVE ROOF DECK SHEATHING AND SHINGLES. REQUIRED FOR

NEW CONSTRUCTION.

REMOVE CONCRETE WINDOW WELLS AND WINDOW AWNING.

16 REMOVE AND RELOCATE DOWNSPOUT

SAWCUT AND REMOVE CONCRETE FLOOR SLAB. PROTECT EXISTING

STRUCTURE. AS REQUIRED FOR PLUMBING REMOVAL & INSTALLATION WORK.

COORDINATE W/ PLUMBING CONTRACTOR & SEE PLUMBING DRAWINGS.

18 DOWNSPOUT TO BE RELOCATED

REMOVE PORTION OF FOUNDATION WALL FOR NEW CONDUITS - SEE CIVIL

DRAWINGS C104 FOR MORE INFORMATION

20 REMOVE ROOF CONSTRUCTION

CUT BACK EXISTING ROOF STRUCTURE, ROOF DECK SHEATHING AND

SHINGLES. REQUIRED FOR NEW CONSTRUCTION.

EX. TELEPHONE

EQUIPMENT RM

EX. TRAMWAY

EX. STRUCTURE

EX. STEAM

TUNNEL

V .I .F

EX.

CONCRETE

PAD

EX. MECHANICAL RM

EX.OFFICE

EX.TLT

EX.STORAGE

V.I.F

8' - 7 7/8"

V .I .F

/2

V .I .F

V.I.F

6' - 0"

S E

E C

IV

IL

S E

E C

IV

IL

SEE CIVIL

4' - 0"

SEE CIVIL

7' - 9"

EX. ADP CHIEF

EX. TRAINING RMEX.

UNSECURED

SUPPLY RM

EX.

SECURED

SUPPLY RM

EX.

MECHANICAL

RM

EX. TOILET

EX. TOILET EX. TECH

STAFF

EX. COMPUTER

RM

EX. LOBBY

V .I .F

/2

V.I.F

14' - 0"

20 20

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL CENTER TOMAH, WI

FEB. 4, 2022 HB GR

AD101AD101

FINAL BID DOCUMENTS

676-21-701ARCHITECTURAL

FLOOR PLANS - DEMOLITION

1/8" = 1'-0"AD101

1 EXISTING BASEMENT FLOOR DEMOLITION

1/8" = 1'-0"AD101

2 EXISTING FIRST FLOOR DEMOLITION PLAN

1/8" = 1'-0"AD101

3 EXISTING ROOF DEMOLITION PLAN

UPEX. TELEPHONE EQUIPMENT RM

V .I .F

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

63' - 4"

/2

/2

39' - 2"

/8

1072 SF

MECHANICAL

ROOM

13215

377 SF

CORRIDOR

13211

240 SF

CORRIDOR

13210

STAIR

S1

ELEV.

E1

9' - 3"12' - 0 3/4" 30' - 1 3/4"

8' - 3 1/2"

/8

2' - 8" 8' - 0" 2' - 8" 2' - 8" 3' - 4" 14' - 4" 3' - 8" 2' - 8" 3' - 8" 7' - 4" 3' - 8" 2' - 4" 3' - 8" 4' - 8 1/2" 7' - 3" 2' - 0 1/2"

4' - 0" 3' - 8" 2' - 8" 3' - 8" 7' - 8" 3' - 8" 2' - 8" 3' - 8" 7' - 0" 3' - 8" 2' - 6" 3' - 8" 3' - 4"

453 SF

CORRIDOR

13212

A301

8' - 6"

2"

2"

74' - 8"

3' - 10 1/4" 9' - 3"

EXISTING NEW CONSTRUCTION

11' - 6"

/4

1 HR.

V .I .F

A302

A302

A501

EX. BUILDING 401

EX. TRAMWAY

EX. STRUCTURE

A501

120 SF

ELECTRICAL

ROOM

13215A

C

B

A

14' - 9 1/2" 19' - 6"

E Q

E Q

8' - 6"

/4

W1

W1

W1

W1 W1

W1

A1

A1

1A1

1A1

A1

A3

W2

A3

A3W1

A2

13210

S1.1A

13215A

13212A

13212B

B

B

A A A

AAAAAA

A504

FIRST FLOOR

ELEV: 100'-0"

EXTG. BASEMENT

ELEV: 95'-2"

FIRST FLOOR

ELEV: 100'-0"

FIRST FLOOR

ELEV: 100'-0"

EXTG. BASEMENT

ELEV: 95'-2"

A505

A505

DS

DS

DS

DS

1A1

FEC

A505

A2

EX.

MECHANICAL

RM

A701

A7012

S im

S im

A505

13215

A502

V .I .F

V .I .F

/8

8 8

8 8 8

/2

A505

FEC

FEC

R

IS

E

R S

/4

2' - 7 3/4"

S1.0

A505

A5

8' - 0"

V .I ,F

/1

A701 5

A503

DN

FD

FD HD

TELECOMM

CONDUITS

SPACE

TELECOMM

CONDUITS

SPACE

TELECOMM

CONDUITS

SPACE

DS

A5

A5

FCO

A5

23 24

DS

CG

CG

CG

CG CG

CG

CG

DS

DS

R

IS

E

R S

A3

CG

FCO

FD

V I.

F

V I.

F

/4

V I.

F

/4

V .I .F

VI.F

10"

VI.F

3' - 0"

VI.F

2' - 5"

A4

ELEV. PIT

ELEV: 91'-2"

CG

CG

14' - 7"

1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL CONSTRUCTION WORK.

2. GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL,

PLUMBING, AND FIRE PROTECTION PLANS FOR ADDITIONAL WORK.

3. 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.

4. FIELD VERIFY AND COORDINATE LOCATIONS OF NEW VENT AND FAN

ROOF OPENING TO AVOID CONFLICT WITH EXISTING ROOF STRUCTURE

AND UTILITIES.

5. MAINTAIN THE WARRANTY OF THE INTEGRITY OF EXISTING ROOFING

ASSEMBLY.

6. ALL INTERIOR DIMENSIONS TAKEN FROM FINISHED WALL TO FINISHED

WALL

GENERAL NOTES

EXPANSION JOINT - SEE DETAIL SHEET A504

FLOOR PLAN- KEYNOTES

2 NEW WALL OPENING

3 MODIFY EXISTING MANHOLE - SEE CIVIL PLAN

4 FILL IN OPENING, MATCH EXISTING WALL CONSTRUCTION.

REFER TO STRUCTURAL DRAWINGS. PATCH AND REPAIR TO

MATCH EXISTING FINISHES.

5 MECHANICAL FLOOR OPENING - SEE MECHANICAL PLAN

6 PLUMBING CORED FLOOR OPENING - SEE PLUMBING PLAN

7 ROOF ACCESS LADDER

8 CARTS PROVIDED BY VA

9 MECHANICAL EQUIPMENT - SEE MECHANICAL PLAN

10 4" CONCRETE MECHANICAL EQUIPMENT PAD - SEE STRUCTURAL PLAN

11 EXISTING TELECOMM VAULT - SEE CIVIL AND STRUCTURAL PLAN

12 NEW TELECOMM EQUIPMENT - SEE ELECTRICAL PLAN

13 CRAC UNIT - SEE MECHANICAL PLAN

14 UPS UNITS - SEE ELECTRICAL PLAN

15 STAINLESS STEEL SECURITY MESH SCREENING ON EXTERIOR SIDE OF

WINDOW

16 ELECTRICAL EQUIPMENT - SEE ELECTRICAL PLAN

17 CLEAN AGENT TANKS - SEE FIRE PROTECTION PLAN

AREA TO BE MODIFIED BY GC. COORDINATE W/ ELECTRICAL CONTRACTOR

FOR REQUIRED OPENING SIZE.

19 METAL SAFETY CURB - SEE STRUCTURAL PLAN

20 RELOCATED DOWNSPOUT

21 NEW SUMP PUMP - SEE PLUMBING PLAN

22 PIV CARD READER WITH KEYPAD

23 PIV CARD READER WITH NO KEYPAD

24 PUSH BUTTON

25 PUSH BUTTON, CARD READER, PHONE

26 EXPANSION JOINT PLATE COVER

27 PATCH AND REPAIR EXISTING FINISHES WHEN DISTURBED BY DEMO

WORK. MATCH EXISTING

28 UNUSED

29 24X24 ACCESS PANEL - SEE PLUMBING PLAN

30 LOUVER - SEE MECHANICAL PLAN

31 42" HIGH SELF CLOSING SAFETY ACCESS GATE WITH "NO

EXIT" SIGN

32 PITCHED CONCRETE SLAB - SEE STRUCTURAL PLAN

33 STATIONARY ELEVATOR PIT LADDER. FOR LOCATION, COORDINATE WITH

ELEVATOR INSTALLER.

34 INFILL OLD SUMP PUMP WITH GRAVEL

35 FL FLOOR TYPE. OVER LAP AND SEAL NEW TO EXISTING VAPOR RETARDER.

36 3/4" FIRE RATED PLYWOOD W/ WALL BLOCKING - SEE ELECTRICAL

DRAWING ET102

37 FEC FOR CLEAN AGENT FIRE EXTINGUISHER

38 PROVIDE MACHINE ROOM LESS (MRL) HYDRAULIC ELEVATOR. SEE

SPECIFICATIONS.

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

FIRE RATED

SMOKE TIGHT

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

TOMAH, WI 54660

MEDICAL CENTER

VETERANS

FULLY

500 E VETERANS

TOMAH, WI 54660

MEDICAL CENTER

VETERANS

FULLY

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 FULLY

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL CENTER TOMAH, WI

FEB. 4, 2022 HB GR

AS101AS101

FINAL BID DOCUMENTS

676-21-701ARCHITECTURAL

FIRST FLOOR PLAN - NEW WORK

1/4" = 1'-0"AS101

1 FIRST FLOOR PLAN

1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL CONSTRUCTION WORK.

2. GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL,

PLUMBING, AND FIRE PROTECTION PLANS FOR ADDITIONAL WORK.

3. 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.

4. FIELD VERIFY AND COORDINATE LOCATIONS OF NEW VENT AND FAN

ROOF OPENING TO AVOID CONFLICT WITH EXISTING ROOF STRUCTURE

AND UTILITIES.

5. MAINTAIN THE WARRANTY OF THE INTEGRITY OF EXISTING ROOFING

ASSEMBLY.

6. ALL INTERIOR DIMENSIONS TAKEN FROM FINISHED WALL TO FINISHED

WALL

GENERAL NOTES

EXPANSION JOINT - SEE DETAIL SHEET A504

FLOOR PLAN- KEYNOTES

2 NEW WALL OPENING

3 MODIFY EXISTING MANHOLE - SEE CIVIL PLAN

4 FILL IN OPENING, MATCH EXISTING WALL CONSTRUCTION.

REFER TO STRUCTURAL DRAWINGS. PATCH AND REPAIR TO

MATCH EXISTING FINISHES.

5 MECHANICAL FLOOR OPENING - SEE MECHANICAL PLAN

6 PLUMBING CORED FLOOR OPENING - SEE PLUMBING PLAN

7 ROOF ACCESS LADDER

8 CARTS PROVIDED BY VA

9 MECHANICAL EQUIPMENT - SEE MECHANICAL PLAN

10 4" CONCRETE MECHANICAL EQUIPMENT PAD - SEE STRUCTURAL PLAN

11 EXISTING TELECOMM VAULT - SEE CIVIL AND STRUCTURAL PLAN

12 NEW TELECOMM EQUIPMENT - SEE ELECTRICAL PLAN

13 CRAC UNIT - SEE MECHANICAL PLAN

14 UPS UNITS - SEE ELECTRICAL PLAN

15 STAINLESS STEEL SECURITY MESH SCREENING ON EXTERIOR SIDE OF

WINDOW

16 ELECTRICAL EQUIPMENT - SEE ELECTRICAL PLAN

17 CLEAN AGENT TANKS - SEE FIRE PROTECTION PLAN

AREA TO BE MODIFIED BY GC. COORDINATE W/ ELECTRICAL CONTRACTOR

FOR REQUIRED OPENING SIZE.

19 METAL SAFETY CURB - SEE STRUCTURAL PLAN

20 RELOCATED DOWNSPOUT

21 NEW SUMP PUMP - SEE PLUMBING PLAN

22 PIV CARD READER WITH KEYPAD

23 PIV CARD READER WITH NO KEYPAD

24 PUSH BUTTON

25 PUSH BUTTON, CARD READER, PHONE

26 EXPANSION JOINT PLATE COVER

27 PATCH AND REPAIR EXISTING FINISHES WHEN DISTURBED BY DEMO

WORK. MATCH EXISTING

28 UNUSED

29 24X24 ACCESS PANEL - SEE PLUMBING PLAN

30 LOUVER - SEE MECHANICAL PLAN

31 42" HIGH SELF CLOSING SAFETY ACCESS GATE WITH "NO

EXIT" SIGN

32 PITCHED CONCRETE SLAB - SEE STRUCTURAL PLAN

33 STATIONARY ELEVATOR PIT LADDER. FOR LOCATION, COORDINATE WITH

ELEVATOR INSTALLER.

34 INFILL OLD SUMP PUMP WITH GRAVEL

35 FL FLOOR TYPE. OVER LAP AND SEAL NEW TO EXISTING VAPOR RETARDER.

36 3/4" FIRE RATED PLYWOOD W/ WALL BLOCKING - SEE ELECTRICAL

DRAWING ET102

37 FEC FOR CLEAN AGENT FIRE EXTINGUISHER

38 PROVIDE MACHINE ROOM LESS (MRL) HYDRAULIC ELEVATOR. SEE

SPECIFICATIONS.

8' - 0"

1828 SF

COMPUTER

ROOM

33215

336 SF

CORRIDOR

33210

STAIR

S1

ELEV.

E1

2"

11' - 4" 4' - 8" 3' - 8" 2' - 0" 3' - 8" 7' - 8" 3' - 8" 2' - 8" 3' - 8" 7' - 0" 3' - 8" 2' - 6" 3' - 8" 5' - 6" 3' - 8" 5' - 8"

74' - 8"

/2

10' - 0 5/8"

1 HR.

V .I .F

V .I .F

2' - 8" 8' - 0" 2' - 8" 2' - 8" 3' - 8" 2' - 8" 3' - 8" 7' - 8" 3' - 8" 2' - 8" 3' - 8" 7' - 0" 3' - 8" 2' - 8" 3' - 8" 5' - 4" 3' - 8" 5' - 0"

2"

A302

A302

A501

A501

ROOF ACCESS

ROOM

33210A

ROOF OVERHANG

ROOF OVERHANG

R O

O F

O V

E R

H A

N G

C

B

A

W1

A3

W1

W1

A3W1

W1

W1

A2

A1

A1

A1

S1.2

B

B

B

A A A A A A A

AAAAAAA

A504

SECOND FLOOR

ELEV: 112'-0"

EX. ADP CHIEF

EX. ADP CHIEF

/8

/4

14' - 9 1/2" 19' - 6"

TELECOMM

CONDUITS

SPACE

/4

/4

5' - 10 5/8" 46' - 5 3/4"

E Q

E Q

S1.1B

A1A1A1

A1

A1

A1

1 HR

A502

74' - 8"

13 13

FEC

R

IS

E

R S

151515151515

15 15 151515

EXISTING BUILDING 401

A701

A503

EXISTING NEW CONSTRUCTION

HD

EXTG. FIRST FLOOR

ELEV: 104'-0"

TELECOMM

CONDUITS

SPACE

TELECOMM

CONDUITS

SPACE

DN

HD

A7013 4

DS

DS

DS

DS

DS

DS

DS

DS

EXISTING ROOF TO REMAIN.

HD HD

CG-1

CG-1

CG-1

CG-1

A3

A4

FEC

A6

5' - 5"

A6

5' - 1" 8' - 0"

/4

A6

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

FIRE RATED

SMOKE TIGHT

1/4" = 1'-0"AS102

1 SECOND FLOOR PLAN

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

TOMAH, WI 54660

MEDICAL CENTER

VETERANS

FULLY

500 E VETERANS

TOMAH, WI 54660

MEDICAL CENTER

VETERANS

FULLY

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 FULLY

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL CENTER TOMAH, WI

FEB. 4, 2022 HB GR

AS102AS102

FINAL BID DOCUMENTS

676-21-701ARCHITECTURAL

SECOND FLOOR PLAN - NEW

WORK

KEYED NOTES

1 ROOF HATCH

2 TAPERED INSULATION SADDLE/EDGE STRIP

3 HEAT CABLE ON NEW AND EXISTING ROOF

4 COMPOSITE SLATE ROOF TILE SYSTEM - R2

ROOF TYPE

5 HIP VENT

6 WALKWAY PROTECTION PAD

ASPHALT SHINGLES - R4 ROOF TYPE

INTERLOCK NEW SHINGLES WITH EXISTING

8 VTR - SEE PLUMBING DRAWINGS

9 DAVIT CRANE 1000LB LIFT CAPACITY

REACH 27.5 TO 42 IN - SEE

STRUCTURAL FOR ANCHORING

INSTALL

10 36" x 36" EXTERIOR ACCESS PANEL

VALLEY FLASHING W/ 3'-0" WIDE ICE &

WATER SHIELD

A302

EQ 51' - 6 3/8" EQ

E Q

/4

E

Q

EXISTING ROOF TO REMAIN.

EXISTING ROOF TO REMAIN

A505

A505

A505

AS103

AS103

ROOF TOP UNIT -

SEE MECHANICAL

DRAWINGS

ROOF TOP UNIT -

SEE MECHANICAL

DRAWINGS

R.D

OVERFLOW

DS

DS

DS

DS

4 4

NEW ROOF

INTAKE HOOD -

SEE MECHANICAL

DRAWINGS

AS103

6 6

6 6 6 6 6 6 6 6 6 6 6

5 5

A503

EXISTING NEW CONSTRUCTION

DS

/4

/F

T

/4

/F

T

VTR

VTR

VTR

DS

DS

5" / 1'-0" 5" / 1'-0"

'-0

'-0

A505

A505

1/4" /FT

1/4" /FT

E Q

E Q

7' - 0"

7' - 0"

7' - 0"

7' - 0"

10 10

33210B

AIR & VAPOR BARRIER BEHIND

COMPOSITE FLASHING

THROUGH - WALL COMPOSITE FLASHING

W/ METAL DRIP EDGE AND END DAMS

EXTEND ROOF VAPOR RETARDER

4" ABOVE TOP OF ROOF AND SEAL

TO AIR & VAPOR BARRIER W/ NON

HARDENING SEALANT

R3

W1

BOND BEAM -

SEE

STRUCTURAL

DRAWINGS

M

IN

PROVIDE WEEPS/VENTS @ 24" O.C

SHEET MEMBRANE OVER 1/2" EXTERIOR

GRADE PLYWOOD SHEATHING OVER 6"

METAL STUD

WRAP UP AND OVER PARAPET WALL

ROOF HATCH

ALUMINUM COPING

2X WOOD BLOCKING

ALUMINUM FASCIA

R1

R2

A1

A1FIXED ROOF LADDER

PROVIDE WALL

BLOCKING AS REQUIRED

EXTENSION LADDER

ROOF RAIL

DAVIT CRANE

B.O.S 118' - 0"

T.O.M 128' - 0"

STEP FLASHING

DOWNSPOUT

EXISTING WALL

R2

R3

ROOF DRAIN

OVERFLOW

3" MIN INSULATION

THICKNESS @

DRAIN

SEAL ROOF VAPOR

RETARDER TO TOP OF

ROOF SUMP PAN W/

NON-HARDENING

SEALANT

R1

2 1/4"

CANT STRIP

COUNTERFLASHING

2X TREATED WOOD NAILER

ROOF MEMBRANE

M

IN

V

A R

IE

S

PRE MANUFACTURED ROOF CURB

RIGID INSULATION

ROOF TOP UNIT

R1

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL CENTER TOMAH, WI

FEB. 4, 2022 HB GR

AS103AS103

FINAL BID DOCUMENTS

676-21-701ARCHITECTURAL

ROOF PLAN - NEW WORK

1/4" = 1'-0"AS103

1 ROOF PLAN

N

1 1/2" = 1'-0"AS103

2 ROOF CONNECTION DETAIL

1" = 1'-0"AS103

3 DETAIL @ ROOF HATCH

1/4" = 1'-0"AS103

4 ROOF ELEVATION

1 1/2" = 1'-0"AS103

5 ROOF DRAIN DETAIL

1 1/2" = 1'-0"AS103

6 ROOF CURB DETAIL

S

S S S

S

S

S

S

S

S

S S

S

S

S

S

S

SS

C

B

A

CORRIDOR

13211

CORRIDOR

13212

ELECTRICAL

ROOM

13215A

MECHANICAL

ROOM

13215

CORRIDOR

13210

STAIR

S1

ELEV.

E1

EXPOSED CEILING

9'-0"

9'-0"

MECHANICAL

OPENINGS - SEE

MECHANICAL

PLAN

9'-0"

EXPOSED CEILING

EXISTING NEW CONSTRUCTION

EXPOSED CEILING

GYP

MECHANICAL

OPENINGS - SEE

MECHANICAL

PLAN

PLUMBING

OPENINGS - SEE

PLUMBING PLAN

1. REFER TO SHEET GC102 FOR PHASING PLANS. ALL WORK TO BE DONE IN

ACCORDANCE WITH THE PHASES IDENTIFIED.

2. GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL,

PLUMBING AND FIRE PROTECTION PLANS FOR ADDITIONAL

CONSTRUCTION WORK.

3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF

ALL CONSTRUCTION WORK.

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. PATCH ALL SURFACES DISTURBED BY DEMOLITION TO CREATE A

SMOOTH AND CONSISTENT FINISH WITH ADJACENT MATERIALS. TYPICAL

AT FLOORS, WALLS, AND CEILINGS.

6. PERIMETER CEILING TILES SHALL NOT BE LESS THAN 4" WIDE.

7. LOCATE ALL SPRINKLER HEADS, SMOKE DETECTORS, AUDIO SPEAKERS,

AND HEAT SENSORS IN THE CENTER OF CEILING TILE.

8. DESIGN-BUILD FIRE PROTECTION CONTRACTOR SHALL PROVIDE THE

REQUIRED NUMBER OF SPRINKLER HEADS FOR FULL ROOM COVERAGE.

GENERAL NOTES

PATCH AND REPAIR CEILING WHERE DISTURBED BY DEMO WORK.

MATCH EXISTING

KEYED NOTES

ACCESS PANEL - SEE MECHANICAL DRAWINGS2

5/8" GYP BOARD SOFFIT ON 2

1/2"" METAL FRAMING

GWB SOFFIT

7'-0" AFF

A.C.T

9'-0" AFF

ACCESS PANEL - SEE

MECHANICAL

DRAWINGS

ACOUSTIC CEILING TILE

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL CENTER TOMAH, WI

FEB. 4, 2022 HB GR

AC101AC101

FINAL BID DOCUMENTS

676-21-701ARCHITECTURAL

REFLECTED CEILING PLAN - FIRST

FLOOR

1/4" = 1'-0"AC101

1 REFLECTED CEILING PLAN - FIRST FLOOR

1" = 1'-0"AC101

2 SOFFIT DETAIL

S

C

B

A

COMPUTER

ROOM

33215

STAIR

S1

ELEV.

E1

ROOF ACCESS

ROOM

33210A

CORRIDOR

33210

10'-0"

EXPOSED CEILING

EXPOSED CEILING

EX. BUILDING 401

EXISTING ROOF

EXISTING NEW CONSTRUCTION

ROOF OVERHANG

PLUMBING

OPENINGS -

SEE

PLUMBING

PLAN

MECHANICAL

OPENINGS -

SEE

MECHANICAL

PLAN

16X8 METAL SOFFIT VENT16X8 METAL SOFFIT VENT16X8 METAL SOFFIT VENT16X8 METAL SOFFIT VENT

16X8 METAL SOFFIT VENT 16X8 METAL SOFFIT VENT 16X8 METAL SOFFIT VENT 16X8 METAL SOFFIT VENT

X M

E T

A L S

O F

F

IT

V E

N T

X M

E T

A L S

O F

F

IT

V E

N T

X M

E T

A L S

O F

F

IT

V E

N T

X M

E T

A L S

O F

F

IT

V E

N T

2' - 0"

2' - 0"

LINEAR METAL SOFFIT

L

IN

E A

R M

E T

A L

S O

F F

IT

L

IN

E A

R M

E T

A L

S O

F F

IT

L

IN

E A

R M

E T

A L

S O

F F

IT

LINEAR METAL SOFFIT LINEAR METAL SOFFIT

1. REFER TO SHEET GC102 FOR PHASING PLANS. ALL WORK TO BE DONE IN

ACCORDANCE WITH THE PHASES IDENTIFIED.

2. GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL,

PLUMBING AND FIRE PROTECTION PLANS FOR ADDITIONAL

CONSTRUCTION WORK.

3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF

ALL CONSTRUCTION WORK.

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. PATCH ALL SURFACES DISTURBED BY DEMOLITION TO CREATE A

SMOOTH AND CONSISTENT FINISH WITH ADJACENT MATERIALS. TYPICAL

AT FLOORS, WALLS, AND CEILINGS.

6. PERIMETER CEILING TILES SHALL NOT BE LESS THAN 4" WIDE.

7. LOCATE ALL SPRINKLER HEADS, SMOKE DETECTORS, AUDIO SPEAKERS,

AND HEAT SENSORS IN THE CENTER OF CEILING TILE.

8. DESIGN-BUILD FIRE PROTECTION CONTRACTOR SHALL PROVIDE THE

REQUIRED NUMBER OF SPRINKLER HEADS FOR FULL ROOM COVERAGE.

GENERAL NOTES

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

KEY PLAN N

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL CENTER TOMAH, WI

FEB. 4, 2022 HB GR

AC102AC102

FINAL BID DOCUMENTS

676-21-701ARCHITECTURAL

REFLECTED CEILING PLAN -

SECOND FLOOR

1/4" = 1'-0"AC102

1 REFLECTED CEILING PLAN - SECOND FLOOR

LEGEND

RIGID VINYL WALL COVERING

4' CORNER GUARD

RWC-1

CG-1

LVT-1 LUXURY VINYL TILE

LVT-2 LUXURY VINYL TILE

RES-3 RESINOUS EPOXY FLOORING

8' STAINLESS STEEL

CORNER GUARDCG-2

RF-1 - RUBBER FLOORING

HANDRAIL

HR-1

C

B

A

ELEV.

E1

STAIR

S1

MECHANICAL

ROOM

13215

CORRIDOR

13211

ELECTRICAL

ROOM

13215A

CORRIDOR

13210

CORRIDOR

13212

CG-2

RWC -1

CG-2

CG-1

CG-1

CG-1

CG-1

CG-1

RWC -1RWC -1

RWC -1

R W

C

R W

C

RES-3

LVT-1

LVT-2

LVT-2

LVT-1

LVT-2

RF-1

RF

EPY

EPY

CG-1

CG-2

CG-2

H R

-1

H R

-1

H R

-1

H R

-1

1' - 0"1' - 0"

RF-1

1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL CONSTRUCTION WORK.

2. GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL,

PLUMBING, AND FIRE PROTECTION PLANS FOR ADDITIONAL WORK.

3. 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.

4. PROTECT EXISTING FINISHES TO REMAIN.

5. PROVIDE REQUIRED CONCRETE FLOOR LEVELING FOR SMOOTH FINISH.

6. LOCATE FLOOR FINISH TRANSITION TO CENTER OF DOOR SLAB.

GENERAL NOTES

PATCH FLOOR TO MATCH EXISTING

KEYED NOTES

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

KEY PLAN

BLDG 32

T R

A M

W A

Y

BLDG 401

BLDG 32

EHRM INFRASTRUCTURE

UPGRADES TIER 2

VA MEDICAL CENTER TOMAH, WI

FEB. 4, 2022 HB GR

AF101AF101

FINAL BID DOCUMENTS

676-21-701

FIRST FLOOR FINISHES PLAN

1/4" = 1'-0"AF101

1 FIRST FLOOR FINISHED PLAN

C

B

A

COMPUTER

ROOM

33215

CORRIDOR

33210

ROOF ACCESS

ROOM

33210ASTAIR

S1

ELEV.

E1

CG-1

CG-1

CG-1

CG-1

RWC -1

LVT-1

LVT-2

LVT-2

LVT-2

LVT-2

LVT-2

R W

C

R W

C

RF-1

RF-1

SDT

A505

1' - 0"1' - 0"

1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL CONSTRUCTION WORK.

2. GENERAL CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL,

PLUMBING, AND FIRE PROTECTION PLANS FOR ADDITIONAL WORK.

3. 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.

4. PROTECT EXISTING FINISHES TO REMAIN.

5. PROVIDE REQUIRED CONCRETE FLOOR LEVELING FOR SMOOTH FINISH.

6. LOCATE FLOOR FINISH TRANSITION TO CENTER OF DOOR SLAB.

GENERAL NOTES

LEGEND

RIGID VINYL WALL COVERING

4' CORNER GUARD

RWC-1

CG-1

LVT-1 LUXURY VINYL TILE

LVT-2 LUXURY VINYL TILE

RES-3 RESINOUS EPOXY FLOORING

8' STAINLESS STEEL

CORNER GUARDCG-2

RF-1 - RUBBER FLOORING

HANDRAIL

HR-1

PATCH FLOOR TO MATCH EXISTING

KEYED NOTES

3770 S. PENNSYLVANIA AVENUE, UNIT 8

ST. FRANCIS, WISCONSIN 53235

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By

Building Number

Project Number

Drawing Number

Drawn By

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

TOMA…