S02 Att2 DWGS.R1 2022.11.16 585_21_116_12.12.2022.pdf

WHERE (2) STUD MOUNTED

DEVICES ARE SCHEDULED,

ALIGN HEIGHTS OF FINISHED

PRODUCT.

WHERE MULTIPLE DEVICES

ARE SCHEDULED TO OCCUR

WITHIN 16" OF EACH OTHER,

ALIGN DEVICES ON (1) FACE

OF STUD

STUDS

DOOR

WHERE MULTIPLE DEVICES ARE SCHEDULED,

ALONG A DOOR, DEVICES SHALL BE ALIGNED ON (1)

FACE OF METAL STUD AND SHALL OCCUR AT

SWING/ LATCH SIDE OF DOOR. EXC THERMOSTATS

ROOM

CORRIDOR

WHERE MULTIPLE DEVICES

ARE SCHEDULED IN CLOSE

PROXIMITY IN HEIGHT, ALIGN

DEVICES.

POSITION ROOM THERMOSTAT TO

ALIGN TOP OF THERMOSTAT WITH

LIGHT SWITCH COVER PLATE

WHERE MULTIPLE DEVICES ARE

SCHEDULED IN CLOSE PROXIMITY IN

HEIGHT, ALIGN DEVICES.

4' -0

" T O

T O

P

ITEMS ARE TO BE LOCATED ABOVE UNLESS NOTED OTHERWISE

TITLE SHEET - PHASE 2

G001-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-116

NOVEMBER 16, 2022

Revisions: Date:

REPLACE CHILLER PLANT

OSCAR G. JOHNSON VA MEDICAL CENTER

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

BID DOCUMENTS

Comm. Number: 21FED04.00

50% OWNER REVIEW 03/14/2022

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

325 H STREET,

IRON MOUNTAIN, MI 49801

95% OWNER REVIEW 06/06/2022

100% DESIGN DOCUMENTS 09/23/2022

BID DOCUMENTS 11/16/2022

REPLACE CHILLER PLANT PHASE 2,

OSCAR G. JOHNSON VA MEDICAL CENTER

IRON MOUNTAIN, MI 49801

BID DOCUMENTS

NOVEMBER 16, 2022

SHEET INDEXGENERAL NOTES

DIRECTOR

ASSOCIATE DIRECTOR

ASSOCIATE DIRECTOR FOR N&PCS

CHIEF OF POLICE

CHIEF OF ENGINEERING

INFECTION CONTROL NURSE

PATIENT SAFETY

A.F.G.E.

INDUSTRIAL HYGIENIST

APPROVALS

CHIEF OF STAFF

SAFETY

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

GENERAL TRADE SHALL PATCH HOLES IN SLABS, PARTITIONS, AND CEILINGS CAUSED BY ANY TRADE AS FOLLOWS:2.

A). AT REMOVED DUCTWORK, CONDUIT, AND PIPING

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

C). AT ADDED OR REMOVED PARTITION MOUNTED ITEMS

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

SEPARATION RATINGS.

3.

GENERAL TRADE SHALL REMOVE ACOUSTICAL TILE AND PLASTER CEILINGS WHERE REQUIRED FOR MECHANICAL OR ELECTRICAL TRADES. REINSTALL ACOUSTICAL TILE AND PATCH PLASTER WHEN WORK ABOVE CEILING

HAS BEEN COMPLETED.

4.

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

EXISTING CONDITIONS MAY VARY FROM CONDITIONS INDICATED ON THESE DRAWINGS.

5.

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

TIME LIMITATIONS

6.

FOR MOUNTING HEIGHTS AND LOCATIONS OF DEVICES PROVIDED BY OTHER TRADES, SEE7.

WHERE MECHANICAL EQUIPMENT DOES NOT ALLOW STUDS TO EXTEND TO STRUCTURE, PROVIDE STRUCTURAL METAL STUD BOX HEADER BENEATH ALL EQUIPMENT. BOX HEADER SHALL BE CONSTRUCTED OF (2) STRUCTURAL STUDS LAID ON THEIR BACK SIDE UTILIZING THE SAME DIMENSION STUDS AS THE WALL BE CONSTRUCTED (IE, 3 5/8"). OPENINGS BETWEEN 8'-0" AND 12'-0" SHALL UTILIZE .0451 THICKNESS

STUDS. OPENINGS LESS THAN 8'-0" SHALL UTILIZE .0346 THICKNESS STUDS.

8.

ALL CONTRACTORS UTILIZING ELECTRONIC DRAWING SETS ARE RESPONSIBLE TO CONFIRM DRAWINGS ARE PRINTED/INSERTED INTO OTHER SOFTWARE TO SCALE. CONSTRUCTION DRAWINGS ON FULL SIZE SHEETS ARE TO BE 24" X 36" OR 30" X 42" WHEN

PRINTED AT 1:1. A SCALE VERIFICATION IS PROVIDED BELOW.

9.

C5 G001-2

G001-2

C5 DEVICE MOUNTING SCHEDULE

1/4" = 1'-0" 2'0" 1' 4' 6'

4'0" 2' 8' 12'

2'0" 1' 4' 6'

1'0" 6" 2' 3'

8"0" 4" 16" 24"

6"0" 3" 12" 18"

4"0" 2" 8" 12"

2"0" 1" 4" 6"

1/8" = 1'-0"

1/4" = 1'-0"

1/2" = 1'-0"

3/4" = 1'-0"

1" = 1'-0"

1 1/2" = 1'-0"

3" = 1'-0"

SCALE VERIFICATION

10. FURNISH AND INSTALL FIRESTOPS IN WALLS, FLOORS, AND PARTITIONS AND AROUND PENETRATIONS OF PIPE, DUCT, CABLE AND OTHER ELECTRICAL DEVICES OR IN BLANK OPENINGS AS INDICATED AT FIRE RATED LOCATION ON THE REFLECTED CEILING PLAN. FIRE STOPPING SHALL BE INSTALLED AND TESTED AS LISTED IN ASTM E814, E119, AND UNDERWRITERS LABORATORIES: FIRE RESISTANCE DIRECTORY. WHERE THERE IS NO SPECIFIC THIRD PARTY TESTED ASSEMBLY, ENGINEERING JUDGEMENTS SHALL BE BASED UPON THE REFERENCED DOCUMENTS AND MUST BE PROVIDED VIA THIRD PARTY AND SUBMITTED TO THE AHJ FOR APPROVAL PRIOR TO INSTALLATION. COSTS ASSOCIATED WITH THE ENGINEERING JUDGEMENT SHALL BE THE RESPONSIBILITY OF THE FIRESTOPPING TRADE. FIRESTOPPING OF ALL PENETRATIONS SHALL BE BY A LICENSED FIRESTOPPING TRADE. UPON COMPLETION OF THE FIRESTOPPING SYSTEM, PROVIDE A RECORD IN THE O&M MANUAL OF THE INSTALLED SYSTEMS INDICATING THE UL REFERENCE, LOCATION OF THE PENETRATION AND INSTALLED HOURLY RATING. ALL PENETRATIONS SHALL BE LABELED WITH A PERMANENT TAG INDICATED THE HOURLY RATING, SYSTEM REFERENCE NUMBER, INSTALLERS NAME, ADDRESS, PHONE NUMBER AND DATE OF INSTALLATION. TAGS SHALL BE LABELED WITH “WARNING FIRESTOPPING DO NOT

DISTURB. NOTIFY BUILDING MANAGEMENT OF ANY DAMAGE” OR SIMILAR.

A. FIRESTOPPING MATERIALS SHALL CONFORM TO FLAME (F) AND TEMPERATURE (T) RATINGS AS REQUIRED BY LOCAL BUILDING CODE AND AS TESTED BY NATIONALLY ACCEPTED TEST AGENCIES PER ASTM E814, UL 1479, OR UL 2079. THE F RATING MUST BE A MINIMUM OF ONE

(1) HOUR BUT NOT LESS THAN THE FIRE RESISTANCE RATING OF THE ASSEMBLY BEING PENETRATED. T RATING, WHEN REQUIRED BY CODE AUTHORITY, SHALL BE BASED ON THE MEASUREMENT OF THE TEMPERATURE RISE ON THE PENETRATING ITEM(S). THE FIRE TEST

PRESSURE DIFFERENTIAL OF A MINIMUM 0.01" OF WATER COLUMN IS REQUIRED.

B. T AND F RATINGS AT FLOOR PENETRATIONS SHALL BE EQUAL AND NOT LESS THAN 2 HOUR.

C. PENETRATIONS THRU WALL SHALL HAVE AN F RATING EQUAL TO THAT OF THE RATED WALL ASSEMBLY D. SYSTEM SHALL WITHSTAND THE PASSAGE OF COLD SMOKE EITHER AS AN INHERENT PROPERTY OF THE SYSTEM OR BY THE USE OF E. SEPARATE PRODUCT INCLUDED AS A PART OF THE UL SYSTEM OR DEVICE AND DESIGNED TO PERFORM THIS FUNCTION.

1.1. AT SMOKE BARRIER WALLS - 1S, 2S, AND 3S WALLS IN HOSPITAL OCCUPANCY, WALL ASSEMBLIES MUST HAVE A MAXIMUM L RATING OF 50

CFM PER 100SF OF WALL ASSEMBLY.

F. SMOKE RATED WALLS SHALL BE SEALED WITH A PRODUCT TO RESIST THE PASSAGE OF SMOKE.

G. FIRESTOPPING PRODUCTS SHALL BE ASBESTOS-FREE, FREE OF ANY PCBS, AND FREE OF ANY LEAD.

H. FOR ALL CABLING FIRE PENETRATIONS AT WALLS, PROVIDE THE EZ-PATH FIRE RATED PATHWAY SYSTEM BY SPECIFIED TECHNOLOGIES, INC. OR EQUIVALENT SYSTEM BY HILTI CORPORATION.

12. PROVIDE MANUFACTURER'S STANDARD WARRANTY ON ALL ITEMS.

13. REMOVE ALL WALL OUTLETS AND SWITCH COVERS AS REQUIRED FOR REPAINT; REINSTALL COVERS UPON COMPLETION OF

WORK

14. INFILL ALL NAIL HOLES IN WALLS SCHEDULED FOR NEW FINISH

11. WHERE MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH FLOOR SLABS ARE REMOVED, OR CUT FOR NEW WORK, PATCH HOLES

THROUGH THE SLAB.

B. FILL HOLES 3" TO 12" IN DIAMETER WITH CLASS B CONCRETE. ANCHOR TO SLAB WITH TWO NO. 4 DOWELS.

C. FILL HOLES 12" X 12" TO 36" X 36" WITH NO. 4 DOWELS, 8" O.C. BOTH WAYS.

15. THE SEALANT SCHEDULE IN NO WAY LISTS EVERY SEALANT JOINT CONDITION REQUIRED ON THIS PROJECT AND DOES NOT RELIEVE THE CONTRACTOR RESPONSIBILITY TO CAULK ITEMS AS INDICATED IN DETAILS. REFERENCE DETAILS AND NOTES FOR REQUIRED SEALANT LOCATIONS. UNLESS NOTED OTHERWISE PROVIDE SEALANT PER THE BELOW SCHEDULE APPROVED FOR USE WITH MATERIAL INSTALLED AGAINST (USE M-MORTAR, G-GLASS, A-ALUMINUM, O-OTHER (LIST ACCEPTABLE SUBSTRATES AND PREPARATIONS)). PRIOR TO INSTALLATION OF SEALANT, CONTRACTOR SHALL PROVIDE A SEALANT SCHEDULE SHOWING PRODUCT SELECTION, MANUFACTURER'S APPROVAL FOR MATERIAL USAGE (PROVIDE PRIMER IF REQUIRED) AND WITH MANUFACTURERS FULL SELECTION OF COLORS SUBMITTED TO THE ARCHITECT FOR REVIEW FOR EACH APPLICATION:

D. ALL HOLES TO BE FILLED IN STRUCTURAL FLOOR SLABS SHALL BE FILLED OR FORMED IN SUCH A MANNER AS

TO PREVENT NEW CURED CONCRETE FROM FALLING TO FLOOR BELOW.

E. PATCH EXISTING SLABS ON GRADE WHERE FLOOR HAS BEEN CUT FOR PLUMBING, HEATING AND OTHER REMODELING WORK. REINFORCE CUTS GREATER THAN 24" IN EACH DIRECTION WITH 6 X 6 WL.4 X WL.4 WIRE MESH. REINFORCE TRENCHES LESS THAN 24" WIDE WITH TWO #3 RODS CONTINUOUS. REPAIR UNDERSLAB

VAPOR RETARDER WITH MATERIAL EQUAL TO ORIGINAL INSTALLATION.

A. FILL HOLES 3" AND SMALLER IN DIAMETER WITH NON-SHRINK GROUT.

1. ALL PRESENT SERVICES INSTALLED AND OPERATING SHALL BE KEPT

IN OPERATION THROUGH THE NEW CONSTRUCTION UNTIL EQUAL

NEW SERVICES OR TEMPORARY LINES SATISFACTORY TO OWNER

ARE INSTALLED AND OPERATING

2. PARTITIONS SHOWN TO BE REMOVED SHALL BE COMPLETELY

REMOVED FROM STRUCTURE ABOVE TO STRUCTURAL FLOOR SLAB

3. CUT OPENINGS IN EXISTING WALLS. OPENINGS IN MASONRY AND

CONCRETE SHALL BE SAWCUT; EXECUTE WORK WITH A MINIMUM

DISTURBANCE TO EXISTING CONSTRUCTION WHICH REMAINS

4. UNLESS NOTED OTHERWISE ON THE PLANS, REMOVE EXISTING BASE

AS REQUIRED TO INSTALL NEW BASE. BASE SHALL BE REMOVED

DOWN TO ORIGINAL FINISHED WALL SURFACE; REMOVE ALL

ADHESIVE RESIDUE WHICH WILL INTERFERE WITH INSTALLATION OF

NEW BASE

5. ALL MATERIALS, RUBBISH, AND DEBRIS SHALL BE REMOVED FROM

THE BUILDING AND FROM THE PREMISES AS SOON AS IT

ACCUMULATES; REMOVAL OF RUBBISH AND DEBRIS SHALL BE

CONDUCTED IN SUCH A WAY THAT A MINIMUM OF DUST IS CAUSED

6. MAINTAIN OWNER OCCUPIED AREAS AS CLEAN AS POSSIBLE TO

AVOID INTERFERENCE WITH OWNER'S OPERATIONS

DEMOLITION NOTES

SEALANT SCHEDULE

SILICONE - 50% MOVEMENT -

CLASS 50

SILICONE - 25%

MOVEMENT/MILDEW

RESISTANT - CLASS

SINGLE

COMPONENT

URETHANE - 35%

MOVEMENT -

CLASS 35

MULTI-COMPONENT

URETHANE - 50%

MOVEMENT - CLASS

TAMPER RESISTANT

URETHANE - 12.5%

MOVEMENT CLASS

12.5 , ASTM D-412

375 TENSILE

STRENGTH

TAMPER PROOF

EPOXY - 0%

MOVEMENT CLASS 0

ASTM C-882 3530

BOND STRENGTH

LATEX - NO MOVEMENT -

CLASS 12.5

ACOUSTICAL

SEALANT -

NON-HEAD OF

WALL - 12.5%

MOVEMENT

ACOUSTICAL SEALANT

- HEAD OF WALL -

EXPANSION JOINTS -

33% MOVEMENT

BUILDING

INTERIOR -

UTILIZE

TAMPER

RESISTANT/

PROOF

PRODUCTS

ONLY IN

PSYCHIATRIC

CARE AREAS

BELOW

CEILING

LINES

JOINT BETWEEN SILLS AND

EXTERIOR FENESTRATIONS:

GRADE NS

JOINTS BETWEEN

PLUMBING FIXTURES

AND ADJOINING

MATERIALS: GRADE

NS

CONTROL JOINTS

SCHEDULED TO

BE CAULKED:

GRADE NS

EXPANSION JOINTS

NOT EXPOSED TO

UV: GRADE NS -

VERTICAL (AND

CEILING), GRADE P,

USE T - HORIZONTAL

CONTROL JOINTS/

EXPANSION

SCHEDULED TO BE

CAULKED: GRADE

NS AT VERTICAL,

GRADE P USE T AT

HORIZONTAL

JOINT BETWEEN

WALLS AND

ACOUSTICAL GRID:

GRADE NS

INTERIOR DOOR FRAMES

NOT EXPOSED TO UV, AT

INTERSECTION OF WALL

AND FRAME: GRADE NS, P

TYPICAL. USE SINGLE

COMPONENT URETHANE

SEALANT GRADE NS, T AT

FLOOR INTERSECTION

WALL

PERIMETERS

HEAD OF WALL JOINTS

JOINT BETWEEN INTEGRAL

BASE AND DOOR FRAMES:

GRADE NS

VERTICAL JOINTS AT

INSIDE CORNERS OF

CERAMIC TILE

CONDITIONS: GRADE

NS

PENETRATIONS

OF MECHANICAL

EQUIPMENT IN

SMOKE TIGHT

WALLS: GRADE

NS

JOINTS BETWEEN

DIS-SIMILAR

MATERIALS: GRADE

NS

INTERIOR DOOR

FRAMES NOT

EXPOSED TO UV, AT

INTERSECTION OF

WALL AND FRAME:

GRADE NS, P

TYPICAL.

JOINTS WHERE NO

MOVEMENT IS EXPECTED:

GRADE NS

SMOKE RESISTANT

EXPANSION JOINTS

(WHERE SILICONE

SEALANTS ARE NOT

UTILIZED)

EXPANSION JOINTS EXPOSED

TO UV: GRADE NS VERTICAL,

GRADE P USE T - HORIZONTAL

JOINT BETWEEN

TILED FLOOR AND

WALL

INTERSECTIONS:

GRADE NS, USE T

TERMINATION OF

VINYL WALL

COVERING:

GRADE NS

BETWEEN

COUNTERTOP AND

WALL SURFACES,

JOINTS BETWEEN

SILLS AND

EXTERIOR

FENESTRATIONS:

GRADE NS

JOINTS WHERE NO

MOVEMENT IS

EXPECTED: GRADE

NS

JOINTS BETWEEN DIS-SIMILAR

MATERIALS SUBJECT TO UV

EXPOSURE: GRADE NS

BETWEEN

COUNTERTOP AND

WALL SURFACES:

GRADE NS

JOINT BETWEEN

WALLS AND

ACOUSTICAL

GRID: GRADE NS

JOINTS BETWEEN

PLUMBING

FIXTURES AND

ADJOINING

MATERIALS: GRADE

NS

JOINTS BETWEEN

DIS-SIMILAR

MATERIALS NOT

SUBJECT TO UV

EXPOSURE:

GRADE NS

JOINT BETWEEN

INTEGRAL BASE

AND DOOR FRAMES:

GRADE NS

1. SUBMIT SEALANT SCHEDULE PRIOR TO INSTALLATION OF SEALANTS INDICATING WHERE SEALANT IS SCHEDULED TO BE INSTALLED FOR APPROVAL. PROVIDE ACTUAL SAMPLES FOR COLOR SELECTION FROM FULL RANGE OF COLORS FOR EACH SEALANT SCHEDULED TO BE INSTALLED. SEALANTS MUST BE FROM ONE OF THE PRODUCTS LISTED BELOW

2. SILICONE SEALANT

2.1. DOW CORNING CORPORATION: 795 SILICONE BUILDING SEALANT

2.2. MOMENTIVE PERFORMANCE MATERIALS (GE): SILPRUF NB SCS9000

2.3. PECORA CORPORATION: 890 NST SILICONE SEALANT

2.4. TREMCO: SPECTREM 1

3. URETHANE JOINT SEALANTS

3.1. BASF BUILDING SYSTEMS (SONNEBORN): SONOLASTIC NP-1

3.2. BOSTIK, INC.: CHEM-CALK 2020

3.3. SIKA CORPORATION: SIKAFLEX-1A

4. MULTI-COMPONENT NON-SAG URETHANE

4.1. DYNATROL II

4.2. TREMCO DYMERIC 240/240FC

5. ACOUSTICAL SEALANT (EXCEPT HEAD OF WALL)

5.1. PECORA AC-20 FTR

5.2. USG SHEETROCK ACOUSTICAL SEALANT

6. ACOUSTICAL SEALANT (HEAD OF WALL)

6.1. FIRE JOINT SPRAY (CFS-SP WB), MANUFACTURED BY HILTI INC., TULSA, OKLAHOMA, PHONE: 800-879-6000

6.2. RECTORSEAL SMOKE AND ACOUSTIC SEALANT, MANUFACTURED BY RECTORSEAL, HOUSTON, TEXAS, PHONE: 800-231-3345

7. TAMPER RESISTANT URETHANE (POLYURETHANE) SEALANT

7.1. PECORA DYNAFLEX

7.2. BASF MASTERSEAL CR 195

7.3. SIKAFLEX 2C NS TG

8. TAMPER PROOF EPOXY SEALANT

8.1. PECORA DYNAPOXY EP-1200

SEALANT NOTES

M.V. K.K.S.

DWG. 1 OF 21

PHASE 2: GENERAL

G001-2 TITLE SHEET - PHASE 2

PHASE 2: ARCHITECTURAL

A101-2 SUB-BASEMENT FLOOR PLANS - PHASE 2

A102-2 BASEMENT FLOOR PLANS - PHASE 2

PHASE 2: FIRE PROTECTION

F101-2 SUB-BASEMENT PLANS - PHASE 2

PHASE 2: PLUMBING

P101-2 SUB-BASEMENT PLANS - PHASE 2

PHASE 2: HVAC

MD101-2 SUB-BASEMENT AND BASEMENT FLOOR PLANS - PHASE 2 PRE-WORK

MD102-2 SUB-BASEMENT AND BASEMENT DEMOLITION PLANS - PHASE 2

MP101-2 SUB-BASEMENT NEW WORK PLAN - PHASE 2

MP102-2 BASEMENT NEW WORK PLAN - WEST - PHASE 2

MP103-2 SECOND, THIRD, FIFTH AND SIXTH FLOOR MECH. ROOM PLANS - PHASE 2

M501-2 DETAILS - PHASE 2

M502-2 CHILLED WATER RISER DIAGRAM - DEMOLITION

M503-2 CHILLED WATER RISER DIAGRAM - NEW WORK

M601-2 SCHEDULES - PHASE 2

PHASE 2: ELECTRICAL

ED101-2 EXTERIOR DEMOLITION PLAN - PHASE 2

ED102-2 SUB-BASEMENT DEMOLITION PLAN - PHASE 2

E101-2 EXTERIOR NEW WORK PLAN - PHASE 2

E102-2 SUB-BASEMENT NEW WORK PLAN

E103-2 BASEMENT, SECOND, THIRD, AND SIXTH FLOOR NEW WORK PLANS

E501-2 DETAILS

E601-2 LEGENDS, SYMBOLS & SCHEDULES

AutoCAD SHX Text S

MULTICORELINK:21FED0400A101-2WFSB-21FED0400A101-2WFSB

MULTICORELINK:21FED0400A101-2WFSB-21FED0400A101-2WFSB

MULTICORELINK:21FED0400A102-2WF00-21FED0400A102-2WF00

MULTICORELINK:21FED0400A102-2WF00-21FED0400A102-2WF00

MULTICORELINK:21FED0400F101-2WFSB-F101-2

MULTICORELINK:21FED0400F101-2WFSB-F101-2

MULTICORELINK:21FED0400P101-2WFSB-P101-2

MULTICORELINK:21FED0400P101-2WFSB-P101-2

MULTICORELINK:21FED0400MD101-2WFSBPH2-MD101-2

MULTICORELINK:21FED0400MD101-2WFSBPH2-MD101-2

MULTICORELINK:21FED0400MD102-2WFSBPH2-MD102-2

MULTICORELINK:21FED0400MD102-2WFSBPH2-MD102-2

MULTICORELINK:21FED0400MP101-2WFSBPH2-MP101-2

MULTICORELINK:21FED0400MP101-2WFSBPH2-MP101-2

MULTICORELINK:21FED0400MP102-2WF00WPH2-MP102-2

MULTICORELINK:21FED0400MP102-2WF00WPH2-MP102-2

MULTICORELINK:21FED0400MP103-2WF02PH2-MP103-2

MULTICORELINK:21FED0400MP103-2WF02PH2-MP103-2

MULTICORELINK:21FED0400M501-2WDPH2-M501-2

MULTICORELINK:21FED0400M501-2WDPH2-M501-2

MULTICORELINK:21FED0400M502-2WD-M502-2

MULTICORELINK:21FED0400M502-2WD-M502-2

MULTICORELINK:21FED0400M503-2WD-M503-2

MULTICORELINK:21FED0400M503-2WD-M503-2

MULTICORELINK:21FED0400M601-2WSPH2-M601-2

MULTICORELINK:21FED0400M601-2WSPH2-M601-2

MULTICORELINK:21FED0400ED101-2-ED101-2

MULTICORELINK:21FED0400ED101-2-ED101-2

MULTICORELINK:21FED0400ED102-2-ED102-2

MULTICORELINK:21FED0400ED102-2-ED102-2

MULTICORELINK:21FED0400E101-2-E101-2

MULTICORELINK:21FED0400E101-2-E101-2

MULTICORELINK:21FED0400E102-2-E102-2

MULTICORELINK:21FED0400E102-2-E102-2

MULTICORELINK:21ED04000E103-2WF0B-06-E103-2

MULTICORELINK:21ED04000E103-2WF0B-06-E103-2

MULTICORELINK:21FED0400E501WD-2-21FED0400E501WD-2

MULTICORELINK:21FED0400E501WD-2-21FED0400E501WD-2

MULTICORELINK:21FED0400E601WS-2-21FED0400E601WS-2

MULTICORELINK:21FED0400E601WS-2-21FED0400E601WS-2

ST

EA

M

TU

NN

EL

FD

FD FD

FD

Fire Pump System

ERV-4

M at er ia l S to ra ge

LiquiTech System

C on de ns at io n

P it

Steam Piping

STAIR 2

UP

UP

SERVICE

ELEV

H X

's

P U

M P

LIFT

STATION

MECHANICAL

ROOM

S001

UPS

S002

IMAGING

MATERIALS

S004

SWITCHGEAR

ROOM

S003

ST

EA

M

TU

NN

EL

STEAM

TUNNEL

STEAM

TUNNEL

REMOVE CONCRETE PAD

FLUSH WITH FLOOR,

GRIND SMOOTH

REMOVE CONCRETE PAD

FLUSH WITH FLOOR,

GRIND SMOOTH

ST

EA

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FD FD

FD

Fire Pump System

ERV-4

M at er ia l S to ra ge

LiquiTech System

C on de ns at io n

P it

Steam Piping

STAIR 2

UP

UP

SERVICE

ELEV

H X

's

P U

M P

LIFT

STATION

MECHANICAL

ROOM

S001

UPS

S002

IMAGING

MATERIALS

S004

SWITCHGEAR

ROOM

S003

ST

EA

M

TU

NN

EL

STEAM

TUNNEL

STEAM

TUNNEL

(7) NEW CONCRETE

PADS, SEE

F6 A101-2

72" X 30"

72" X 30"

72" X 30"

48" X 24"

42" X 42"

30" X 30"

36" X 36"

4"

BOND BREAK

CONCRETE SLAB WITH

6 X 6 W1.4 X W1.4 WIRE

MESH AT CENTERLINE

COORDINATE DIMENSIONS

AND LOCATION WITH

TRADE REQUIRING

CURBING

TOOLED

EDGES

EXISTING SLAB

ON GRADE

4"

#3 DOWELS X 5" LONG

AT 16" O.C. MAX. AT

PERIMETER OF PAD

SUB-BASEMENT FLOOR PLANS -

PHASE 2

A101-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-116

NOVEMBER 16, 2022

Revisions: Date:

REPLACE CHILLER PLANT

OSCAR G. JOHNSON VA MEDICAL CENTER

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

BID DOCUMENTS

Comm. Number: 21FED04.00

50% OWNER REVIEW 03/14/2022

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

325 H STREET,

IRON MOUNTAIN, MI 49801

95% OWNER REVIEW 06/06/2022

100% DESIGN DOCUMENTS 09/23/2022

BID DOCUMENTS 11/16/2022

DWG. 2 OF 21

DPD JAP

A101-2

F1 SUB-BASEMENT DEMOLITION PLAN

1/8" = 1'-0"

N

4'0" 2' 8' 12' A101-2

F7 SUB-BASEMENT NEW WORK PLAN

1/8" = 1'-0"

N

4'0" 2' 8' 12' A101-2

F6 EQUIPMENT PAD REINFORCING

3" = 1'-0" 2"0" 1" 4" 6"

TA

STAIR 5

UP

DN

B-S5.1

5'-0"

7 7 7 7

B7 A102-2

ELECT.

ELECT.

ELECT.

EL

EC

T.

G

AS

STORM

STORM

ST

O

R M

TA

STAIR 5

UP

DN

A

A

A

B

B

C

C

D

D E

F

G

D

H

ELECT.

ELECT.

ELECT.

EL

EC

T.

G

AS

STORM

STORM

ST

O

R M

2' -1

0" 6"

8" 8"

SEE

SCHEDULE

SE

E

SC

H

ED

U

LE

A

SEE

SCHEDULE

FOR

GLAZING

2" 2"

SE

E

SC

H

ED

U

LE

2"

SEE

SCHEDULE

HF-1J1

HOLLOW METAL

MATCH

EXISTING

MATCH

EXISTING

1 15/16" AT

DOOR SIDE

2" 1/

4" S

H

IM

, B

AC

KE

R

R O

D A

N D

S

EA

LA

N

T

CONTINUOUS BEAD

OF SEALANT

EXISTING

WALL, VERIFY

MATERIAL

SLUSH JAMBS FULL

WITH MORTAR

PATCH EXISTING WALL TO

MATCH EXISTING ADJACENT

WALLS AS NECCESSARY

CONTRACTOR TO DETERMINE

PREFERRED METHOD OF

ANCHORING AT OPENING. FIELD

VERIFICATION REQUIRED

VERIFY

ON SITE

11"

M

AT

C H

EX

IS

TI

N

G

#5 AT 12 DOWELS X

1'-0" LONG WITH 4"

EPOXY EMBEDMENT

(2) #4 HORIZONTAL

BASEMENT FLOOR PLANS - PHASE 2

A102-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-116

NOVEMBER 16, 2022

Revisions: Date:

REPLACE CHILLER PLANT

OSCAR G. JOHNSON VA MEDICAL CENTER

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

BID DOCUMENTS

Comm. Number: 21FED04.00

50% OWNER REVIEW 03/14/2022

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

325 H STREET,

IRON MOUNTAIN, MI 49801

95% OWNER REVIEW 06/06/2022

100% DESIGN DOCUMENTS 09/23/2022

BID DOCUMENTS 11/16/2022

DWG. 3 OF 21

DPD JAP

A102-2

F6 BASEMENT NEW WORK PLAN

1/8" = 1'-0"

N

4'0" 2' 8' 12' A102-2

F1 BASEMENT DEMOLITION PLAN

1/8" = 1'-0"

N

4'0" 2' 8' 12'

DOOR SCHEDULE

DOOR

NUMBER

DOOR

ELEVATION

DOOR

MATERIAL

DOOR

CORE WIDTH DOOR

HEIGHT

DOOR

GLAZING

FRAME

ELEVATION

FRAME

MATERIAL

FRAME

GLAZING HEAD JAMB SILL LABEL HARD

WARE REMARKS REVISION

B-S5.1 A HOLLOW

METAL INSULATED 40 7'-1" 1"

INSULATED HF-1 HOLLOW

METAL - - J1 - - FIELD VERIFY MASONRY OPENING FOR DOOR DIMENSIONS

A102-2

D8 DOOR ELEVATION

1/4" = 1'-0" 2'0" 1' 4' 6'

A102-2

D7 FRAME ELEVATION

1/4" = 1'-0" 2'0" 1' 4' 6'

A102-2

D5 FRAME DETAIL

1 1/2" = 1'-0" 4"0" 2" 8" 12"

DEMOLITION NOTES

1. REMOVE ALL FENCING, DOORS, FRAMES, SLABS AND EQUIPMENT IN

THEIR ENTIRETY SHOWN DASHED ON THIS PLAN. COORDINATE WITH

OWNER ITEMS TO BE SALVAGED.

2. WHERE EXISTING CONSTRUCTION IS SCHEDULED TO REMAIN, REPAIR/

PATCH OPENINGS (I.E. AFTER REMOVAL OF ADJACENT WALLS, PIPES,

SLABS ETC.) IN WALLS AND FLOORS THAT ARE NOT SCHEDULED TO BE

REMOVED. PROVIDE SMOOTH AND INVISIBLE TRANSITIONS.

DEMOLITION KEYED NOTES:

CHILLER AND 8" CONCRETE PAD WITH #5 @ 12 EACH WAY TO BE

REMOVED. COORDINATE WITH HVAC

A

CHILLER AND 8" CONCRETE PAD TO REMAINB

REMOVE FENCING AND GATES AS SHOWN DASHEDC

4" CONCRETE PAVING TO BE REMOVED, PERIMETER SHOWN DASHEDD

MANHOLE TO REMAINE

REMOVE STEEL SUPPORT AND FOOTINGSF

REMOVE DOOR AND FRAME. PREP FOR NEW DOOR SWINGING IN

OPPOSITE DIRECTION. SEE NEW WORK PLANS

G

H REMOVE ABANDONED 12" PVC PIPE. PATCH EXTERIOR WALL AFTER

REMOVAL TO MATCH EXISTING

NEW WORK PLAN NOTES

GENERAL NOTES:

1. COORDINATE ALL WORK WITH THE TRADES INVOLVED. SEE MEP

TRADES DRAWINGS FOR COORDINATION

NEW WORK KEYED NOTES:

NEW 9' X 47' X 8' THICK CONCRETE PAD WITH #5 @ 12 BOTTOM EACH

WAY OVER 12" COMPACTED CRUSHED STONE BASE COURSE

2 NEW 8' X 39' X 8' THICK CONCRETE PAD WITH #5 @ 12 BOTTOM EACH

WAY OVER 12" COMPACTED CRUSHED STONE BASE COURSE. PROVIDE

APPROXIMATELY 3 CUBIC YARDS OF ADDITIONAL COMPACTED FILL IN

THIS AREA TO REPLACE ORIGINAL MATERIAL LOST DUE TO PREVIOUS

WASHOUTS

3 RELOCATE EXISTING FENCING AND MODIFY FOR NEW CONDITIONS OR

PROVIDE NEW FENCING AND GATES AS SHOWN TO MATCH EXISTING

4 EXISTING GATE POST TO REMAIN. NEW FENCE TO BUTT INTO POST

5 4" CONCRETE PAVEMENT OVER MINIMUM 4" BASE COURSE. SLOPE

EAST AS POSSIBLE WHILE KEEPING SMOOTH TRANSITION WITH

EXISTING SLAB

6 COORDINATE PAD LOCATIONS WITH EXISTING MANHOLE

7 STRIP AND REPAINT STEEL SUPPORTS AND RAILING

A102-2

B7 STOOP STEP ADDITION

1/2" = 1'-0" 1'0" 6" 2' 3'

3. ELECTRICAL, STORM, GAS, ETC. UTILITIES SHOWN IN GENERAL

LOCATION FOR COORDINATION. CONFIRM LOCATIONS AND DEPTH

BEFORE DIGGING.

2"SPD

2"SPD-DN TO EXISTING SUMP PIT

2"SPD AT FLOOR

?"-UP

2"SPD

INSPECTOR

TEST AND DRAIN

MAIN TO FLOOR

DRAIN

8" M

AI

N

EXISTING

HOSE

CONNECTION

EXISTING FIRE

PUMP

EXISTING JOCKEY

PUMP

3" 3"3"

3"

1" 1"

1" 1"1"

1" 1"

1"

1" 1"

1"

1"1"1"

1"

1"

1"

1" 1"

1" 1"

1"

1" 1"

1" 1"

1" 1"

1"

1" 1"

1" 1"

1" 1"

1"

1" 1"

1" 1"

1" 1"

1"

1" 1"

1" 1"

1" 1"

1"

1"

1"1"

1" 1"

1" 1"

1"

1"

FDC

2"

2" MAIN DRAIN INTO

SUMP PIT

FLOOR CONTROL FOR

SUB-BASEMENT

2" 2"

6"

6"

6"

6"

4"

4"

4" 2"

2"

2"

2"

8"

2" DRAIN 1" 1"

1"1"

1"1" 1" 1"

2"

REMOVE AND REPLACE

PIPE AND SPRINKLER

HEADS FOR HVAC WORK.

REROUTE AS NECESSARY.

ST

EA

M

TU

NN

EL

FD

FD FD

FD

STAIR 2

UP

UP

SERVICE

ELEV

2"SPD

2"SPD-DN TO EXISTING SUMP PIT

2"SPD AT FLOOR

?"-UP

2"SPD

INSPECTOR

TEST AND DRAIN

MAIN TO FLOOR

DRAIN

8" M

AI

N

EXISTING

HOSE

CONNECTION

EXISTING FIRE

PUMP

EXISTING JOCKEY

PUMP

3" 3"3"

3"

1" 1"

1" 1"1"

1" 1"

1"

1" 1"

1"

1"1"1"

1"

1"

1"

1" 1"

1" 1"

1"

1" 1"

1" 1"

1" 1"

1"

1" 1"

1" 1"

1" 1"

1"

1" 1"

1" 1"

1" 1"

1"

1" 1"

1" 1"

1"

1"1"

1" 1"

1" 1"

1"

1"

FDC

2"

2" MAIN DRAIN INTO

SUMP PIT

FLOOR CONTROL FOR

SUB-BASEMENT

2" 2"

6"

6"

6"

6"

4"

4"

4" 2"

2"

2"

2"

8"

2" DRAIN 1" 1"

1"1"

1"1" 1" 1"

2"

1" 1"

1"

REMOVE AND REPLACE

PIPE AND SPRINKLER

HEADS FOR HVAC WORK.

REROUTE AS NECESSARY.

2 VERIFY

SIZE

VERIFY AND MATCH

EXISTING UPRIGHT

SPRINKLER HEADS IN

THE SUB-BASEMENT

ST

EA

M

TU

NN

EL

FD

FD FD

FD

STAIR 2

UP

UP

SERVICE

ELEV

SUB-BASEMENT PLANS - PHASE 2

F101-2R.V.L. K.K.S.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-116

NOVEMBER 16, 2022

Revisions: Date:

REPLACE CHILLER PLANT

OSCAR G. JOHNSON VA MEDICAL CENTER

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

BID DOCUMENTS

Comm. Number: 21FED04.00

50% OWNER REVIEW 03/14/2022

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

325 H STREET,

IRON MOUNTAIN, MI 49801

95% OWNER REVIEW 06/06/2022

100% DESIGN DOCUMENTS 09/23/2022

BID DOCUMENTS 11/16/2022

DWG. 04 OF 21

F101-2

F4 SUB-BASEMENT DEMOLITION PLAN - PHASE 2

1/8" = 1'-0" F101-2

F7 SUB-BASEMENT NEW WORK PLAN - PHASE 2

1/8" = 1'-0"

N N

4'0" 2' 8' 12' 4'0" 2' 8' 12'

EXISTING FIRE SPRINKLER PIPING/HEAD TO REMAIN-NO CHANGE

MAKE NEW CONNECTION TO EXISTING PIPING

REMOVE SPRINKLER AND PIPING. CAP/EXTEND PIPE AS INDICATED

ON DRAWING

FITTING. MAKE NEW CONNECTION TO EXISTING FITTING AND EXTEND

NEW ARMOVER TO NEW SPRINKLER LOCATION AS INDICATED ON

EXISTING FIRE MAIN/RISER TO REMAIN-NO CHANGE

EXISTING FIRE MAIN/RISER TO BE REMOVED, RELOCATED, OR

REVISED TO SUIT NEW REMODELING WORK

REMOVE EXISTING SPRINKLER AND ARMOVER TO BRANCHLINE

FUTURE POINT OF CONNECTION

DRAWING

PLAN KEYED NOTES

CONCEALED PENDENT SPRINKLER

SPRINKLER SYSTEM RISER

SPRINKLER SYSTEM DROP

EXISTING SPRINKLER SYSTEM PIPING

EXISTING SPRINKLER SYSTEM PIPING TO BE REMOVED

FIRE RATED PIPE SLEEVEF.R.P.S.

FLOW SWITCH

BELOW DUCT BD

ROOM NUMBER

ROOM NAME

EXISTING PENDENT SPRINKLER-NO CHANGE

EXISTING PENDENT SPRINKLER TO BE REMOVED

STANDARD SPRAY UPRIGHT SPRINKLER

EXISTING UPRIGHT SPRINKLER-NO CHANGE

NEW BUTTERFLY VALVE (B-FLY) WITH TAMPER SWITCH

CORR.

EXISTING UPRIGHT SPRINKLER TO BE REMOVED

DRAIN PIPE

WET SPRINKLER MAIN PIPING

LOW POINT AUXILIARY DRAIN

A1

F101 SHEET DETAIL OR DIAGRAM IS DRAWN ON

DETAIL OR DIAGRAM NUMBER

PRESSURE GAUGE

SIGHT GLASS

TEST/DRAIN VALVE

SPRINKLER BRANCH/MAIN ARMOVER REFERENCE

DRY VALVE SYSTEM

GLYCOL SYSTEM

PREACTION SYSTEM

PIPING TO BE ABANDONED (PER NFPA) - SEE PLAN

FIRE DEPARTMENT CONNECTION (FDC)

FLOW SWITCH

CHECK VALVE

NEW BUTTERFLY VALVE (B-FLY)

BALL VALVE

? KEY PLAN NOTE

ISOLATION VALVE WITH TAMPER SWITCH

ISOLATION VALVE

DETAIL ??/???

FOR NOTES

SIDEWALL PENDENT SPRINKLER

EXISTING SIDEWALL PENDENT SPRINKLER

EXISTING SIDEWALL PENDENT TO BE REMOVED

HIGH TEMPERATURE PENDENT SPRINKLER

CONCEALED DRY PENDENT SPRINKLER

DRY UPRIGHT PENDENT SPRINKLER

GENERAL SYMBOLS

ELEVATION-CENTERLINE OF PIPE TO FINISHED FLOOR"X"

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

AutoCAD SHX Text x

4" CW

2" CW

4" CW

2"CWS

4" CW3"CWS

3" CW

3" CW

3" HW

1 1/2" CW

LIQUITECH

COPPER SILVER

IONIZATION

SYSTEM

4" CW

3" HW

4" CW

2" HWR

M

6" CW

6" CW

(4)4" BFP'S

12" HIGH

CONC CURB

6"CW

4"CW

6" CW

2"RW

4"CW

2"RW

6"

1" HW

2" RW

2"RW

FIRE SPRINKLER SYSTEM

8" INTERAL BYPASS

2" HWR

1" HW

ET

EXISTING BAS

CONTROL PANEL

EXISTING BAS

CONTROL PANEL

6"CW 4" CW

1EWC

1"1"

1SINK

1EES

3"FD

1-1/2" RPZ BFP

TO CHILLER

8" CW

8" RPZ BFP

TO FIRE PUMP

1" BFP FOR

HTG. SUPPLY

1TMV

(2) 1/2" H/CW RPZ

1 TMV

3/4"HWR

3"HW

1-1/2"HWR

2" CWS

3" HW

4" CW

2" CW

1 NSF

1(2)WH

1 WS1 WS1 WS

(4)1" BYPASS(PEX)

EXISTING VALVES

64"CW, 3"HW

1-1/2" HWR-UP

(CLC AND 4TH)

6 4"CW, 3"HW

2"HWR, AND

2"CWS-UP

6 1/2"IW-UP TO

ALTOSHAM

RO SYSTEM

64" CW, 2 1/2" HW,

2" HWR, RISERS

62" RAW WATER-UP

63" CW & 2" HW

UP TO 7TH FLOOR

6 2"RAW-UP

2" CW

1" CW

3" HWR

2" CWS

REMOVE AND REPLACE

PIPE FOR HVAC WORK.

REROUTE AS NECESSARY.

SHUTDOWNS DURING

NIGHT/PREMIUM HOURS.

REMOVE AND REPLACE

PIPE FOR HVAC WORK.

REROUTE AS NECESSARY.

MP-SUBRAWH20PRESS

DRAIN TO

FLOOR DRAIN

MP-SUBCOLDH20PRESS

MP-SUBHOTH20PRESS

MP-DOMH20

MP-DHWMIXLWT

MP-DHW1HWST

MP-DHW1HWRT

MP-DHW2HWST

MP-DHW2HWRT

MP-DHW1FLOW

1/2"

9H/CW

RECONNECT

TO EXISTING

BACKFLOW

PREVENTERS.

9HW

NOTE: PROVIDE

TEMPORARY

PIPING TO KEEP

DIETARY SERVICE

ST

EA

M

TU

NN

EL

FD

FD FD

FD

STAIR 2

UP

UP

SERVICE

ELEV

4" CW

2" CW

4" CW

2"CWS

4" CW3"CWS

3" CW

3" CW

3" HW

1 1/2" CW

LIQUITECH

COPPER SILVER

IONIZATION

SYSTEM

4" CW

3" HW

4" CW

2" HWR

M

6" CW

6" CW

(4)4" BFP'S

12" HIGH

CONC CURB

6"CW

4"CW

6" CW

2"RW

4"CW

2"RW

6"

1" HW

2" RW

2"RW

FIRE SPRINKLER SYSTEM

8" INTERAL BYPASS

2" HWR

1" HW

ET

EXISTING BAS

CONTROL PANEL

EXISTING BAS

CONTROL PANEL

6"CW 4" CW

1EWC

1"1"

1SINK

1EES

3"FD

1-1/2" RPZ BFP

TO CHILLER

8" CW

8" RPZ BFP

TO FIRE PUMP

1" BFP FOR

HTG. SUPPLY

1TMV

(2) 1/2" H/CW RPZ

1 TMV

3/4"HWR

3"HW

1-1/2"HWR

2" CWS

3" HW

4" CW

2" CW

1 NSF

1(2)WH

1 WS1 WS1 WS

(4)1" BYPASS(PEX)

EXISTING VALVES

64"CW, 3"HW

1-1/2" HWR-UP

(CLC AND 4TH)

6 4"CW, 3"HW

2"HWR, AND

2"CWS-UP

6 1/2"IW-UP TO

ALTOSHAM

RO SYSTEM

64" CW, 2 1/2" HW,

2" HWR, RISERS

62" RAW WATER-UP

63" CW & 2" HW

UP TO 7TH FLOOR

6 2"RAW-UP

2" CW

1" CW

3" HWR

2" CWS

REMOVE AND REPLACE

PIPE FOR HVAC WORK.

REROUTE AS NECESSARY.

SHUTDOWNS DURING

NIGHT/PREMIUM HOURS.

REMOVE AND REPLACE

PIPE FOR HVAC WORK.

REROUTE AS NECESSARY.

NEW BALL

VALVE

MP-SUBRAWH20PRESS

DRAIN TO

FLOOR DRAIN

MP-SUBCOLDH20PRESS

MP-SUBHOTH20PRESS

MP-DOMH20

MP-DHWMIXLWT

MP-DHW1HWST

MP-DHW1HWRT

MP-DHW2HWST

MP-DHW2HWRT

MP-DHW1FLOW

1/2"

2H/CW

RECONNECT

TO EXISTING

BACKFLOW

PREVENTERS.

2HW

ST

EA

M

TU

NN

EL

FD

FD FD

FD

STAIR 2

UP

UP

SERVICE

ELEV

SUB-BASEMENT PLANS - PHASE 2

P101-2J.G.D. K.K.S.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-116

NOVEMBER 16, 2022

Revisions: Date:

REPLACE CHILLER PLANT

OSCAR G. JOHNSON VA MEDICAL CENTER

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

BID DOCUMENTS

Comm. Number: 21FED04.00

50% OWNER REVIEW 03/14/2022

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

325 H STREET,

IRON MOUNTAIN, MI 49801

95% OWNER REVIEW 06/06/2022

100% DESIGN DOCUMENTS 09/23/2022

BID DOCUMENTS 11/16/2022

DWG. 05 OF 21

P101-2

F3 SUB-BASEMENT SUPPLY PIPING DEMOLITION PLAN - PHASE 2

1/8" = 1'-0" P101-2

F7 SUB-BASEMENT SUPPLY PIPING NEW WORK PLAN - PHASE 2

1/8" = 1'-0"

N N

4'0" 2' 8' 12' 4'0" 2' 8' 12'

EXISTING PLUMBING STACKS/RISERS/ROOF CONDUCTOR(S) TO BE

EXISTING PLUMBING STACKS/RISERS/ROOF CONDUCTOR(S) TO

REMOVE PLUMBING FIXTURE OR EQUIPMENT. REMOVE RELATED

SERVICE PIPING BACK TO STACK/RISERS/MAINS. CAP OR EXTEND.

REMOVE PLUMBING FIXTURE OR EQUIPMENT. REMOVE RELATED

REMOVE PLUMBING FIXTURE OR EQUIPMENT. CAP SERVICE PIPING

EXISTING SERVICE PIPING TO FIXTURE(S) ABOVE -NO CHANGE.

BE REMOVED, RELOCATED OR REVISED TO SUIT NEW REMODELING

SERVICE PIPING AS SHOWN. CAP OR EXTEND.

MAKE NEW CONNECTION TO EXISTING PIPING.

PLUMBING FIXTURE OR EQUIPMENT TO REMAIN -NO CHANGE.

FUTURE POINT OF CONNECTION.

PLAN KEYED NOTES

BEHIND WALL.

WORK.

REMAIN -NO CHANGE.

REMOVE PIPING SERVING EXISTING FIXTURE(S) ABOVE. EXISTING10 FIXTURE(S) TO REMAIN - NO CHANGE. RE-CONNECT SERVICE

PIPING TO EXISTING FIXTURE(S) AT STRUCTURE - VERIFY SIZES.

PLUMBING SYMBOLS

WATER CLOSET

WASTE STACK

WASTE PIPING

WALL CLEANOUT

STORM OR CLEARWATER PIPING

SANITARY SEWER

JANITOR'S CURB

FLOOR DRAIN

FLOOR CLEANOUT

ZV ZONE VALVE

VS

WC

WS

W

W.CO

VT

VENT STACK

VENT

ST

SS

SH

SAN

SOIL STACK

SHOWER

LAV / L

JC

HD

FD

F.CO

LAVATORY

HUB DRAIN

CIRCUIT SETTER

BACKFLOW PREVENTER

SHEET DETAIL OR DIAGRAM IS DRAWN ON

DETAIL OR DIAGRAM NUMBER

ROOM NUMBER

ELECTRIC WATER COOLER

CIRCUIT VENT

ALARM PANEL

ACCESS PANEL

THERMOMETER

TYPICAL FIXTURE STOP

WATER HAMMER ARRESTOR

FLOOR CLEANOUT

CHECK VALVE

ARROW INDICATES DIRECTION OF FLOW IN

DISTRIBUTION OR DRAINAGE PIPING

EXISTING PIPING TO BE REMOVED OR ABANDONED

-SEE PLAN FOR NOTES

CO

EWC

CS

BFP

C.VT

CLEANOUT

CLINIC SINK

AL.P

AP

CORE DRILL

BALL VALVE

HOT WATER RECIRCULATION PIPING [HWR]

HOT WATER DISTRIBUTION PIPING [HW] (110°-120°F)

COLD WATER MAIN OR DISTRIBUTION PIPING [CW]

STORM AND CLEARWATER DRAINAGE PIPING [ST.]

SANITARY VENT PIPING ABOVE GROUND [VT.] (AG)

SANITARY PIPING ABOVE GROUND [SAN.] (AG)

H/CW HOT AND COLD WATER

WET VENTW.VT

KEYED PLAN NOTE

A1 P101

CLEANOUT

AIR GAP WASTEAGW

OR

OR

EYEWASHEW

EXISTING VENT PIPING BELOW GROUND (BG)

EXISTING SANITARY PIPING BELOW GROUND (BG)

NEW SANITARY PIPING BELOW GROUND (BG)

NEW SANITARY VENT PIPING BELOW GROUND (BG)

FLOW RATE OF RISER OR VALVE[25 GPM]

2 1/2"

(2)6"CWS AND

(2)6"CWR STACKED

X=7'-0", X=9'-2"

EXISTING

EXPANSION

TANK

10"

8"

" 10" CWS/R-UP

1"

1"

1"

CONDENSER RACK 1 1/2"

4" CWR

4" CWS

4" CWR

NCNC

NC

2 1/2" CWS/R UP

THRU FLOOR

2 1/2"CWS/R

X=8'-4"

3" CWS/R-UP

4" CWS

X=6'-8"

3" CWS

X=6'-8"

4" CWR

X=6'-6"

3" CWR

X=6'-5"

1 1/2" NG

1" N

G

1" NG

1 1/2" NG

1 1/2" NG

1 1/2" NG

1 1/2" NGEXISTING

FANCOIL

EXISTING

FANCOIL

EXISTING

COOLING

COIL

1 1/4"

1"

1 1/4"

EXISTING

FANCOIL

2"

EXISTING

FANCOIL

4" HWS/R-UP

IN TUNNEL

6" CWS/R TO

BASEMENT PLAN

TO PUMP #3

EXISTING HR

CHILLER - CH9

EXISTING

FANCOIL

X= 7'-

4"

VFD-CHWP1

VFD-CHWP2

VFD-CHWP2A

X=7'-3"

BOTTOM OF TUNNEL IS

92" TO SUB-BASEMENT

FINISH FLOOR.

BOTTOM OF TUNNEL IS

92" TO SUB-BASEMENT

FINISH FLOOR.

BOTTOM OF TUNNEL IS

90" TO SUB-BASEMENT

FINISH FLOOR.

(2)6"CWS,

(2)6"CWR AND

4"CWS/R TO

BASEMENT PLAN

6"

10" 10"

8"CWS/R TO

BASEMENT

PLAN

TCP

8" X=9'-7" (CH-3)

X= 5'-

5"

4"HWS/R

X=8'-6"

X=6'-8"

X= 6'

-1 1"

X= 7'-

X=8'-4"

X=7'-1"

CWR

CWS

ABANDONED FILTER

X=8'-2"

X=6'-7"

8" X=8'-8"

8" X=10'-4"

X=7'-0"

X= 7'-

2"

X= 7'-

0"

X=9'-4"

X=8'-3, X=9'-2"

X=8'-4"

8"

8"

X=9'-4"

C

C

C

C

C

F

REPLACE 6" VALVE

(2) 6" HOSES

ON CWS FOR

TEMPORARY

OPERATION

I

D

D

H D

D

D

D

D 4"

G

TCP

X=5'-8"

X=7'-0"

10" X=6-7"

X=8'-3"

J

F

J

J

DE

MO

A

ND

C

AP

AT

V

AL

VE

S

FM-3

A

VFD-PCHW1

VFD-PCHW2

4"X=7'-1"

4x6 INC.

ST

EA

M

TU

NN

EL

FD

FD FD

FD

STAIR 2

UP

UP

SERVICE

ELEV

S004

S001

S002

S003

VV

1"

2 1/2"

(2)6"CWS AND

(2)6"CWR STACKED

X=7'-0", X=9'-2"

EXISTING

EXPANSION

TANK

10"

8"

" 10" CWS/R-UP

1"

1"

1"

CONDENSER RACK 1 1/2"

4" CWR

4" CWS

4" CWR

NCNC

NC

2 1/2" CWS/R UP

THRU FLOOR

2 1/2"CWS/R

X=8'-4"

3" CWS/R-UP

4" CWS

X=6'-8"

3" CWS

X=6'-8"

4" CWR

X=6'-6"

3" CWR

X=6'-5"

2"

2"

3 1/2"

3 12"

6"

2"

6"

2 1/2"

2"

4" 6"

2 1/2"

5" 2"

6"

3" 6" 10"

4"CPD

4" HPS UP

1"

4"CPD

X=9'-4"

6" LPS

8" HPS HEADER

4" X=6'-8"

4"

3" LPC UP

4" LPS UP

2" MPS UP

3"

8" MPS HEADER

4"

1" HPC-UP

4"

4" HPC

3/4" HPC

2" HPC

2" HPC

X=6'-4"

2" HPC

2" HPC

1 1/2" NG

1" N

G

1" NG

1 1/2" NG

1 1/2" NG

1 1/2" NG

1 1/2" NGEXISTING

FANCOIL

EXISTING

FANCOIL

EXISTING

COOLING

COIL

1 1/4"

1"

1 1/4"

EXISTING

FANCOIL

2"

EXISTING

FANCOIL

4" HWS/R-UP

IN TUNNEL

6" CWS/R TO

BASEMENT PLAN

TO PUMP #3

EXISTING HR

CHILLER - CH9

EXISTING

FANCOIL

2"

CPD

1" 20 PSI STEAM

SUPPLY AND

CONDENSATE

RETURN

1"

2"

CPDCPD

CP

D

2"HPS

2"LPS-UP

1"LPCR-UP

EXISTING ZONE

MANIFOLD

MPS (1-1/4") PRV 110# - 60#

6"

3/4"

TO KITCHEN

PRV

6" MPS-UP

2" MPC-UP

X= 7'-

4"

X=9'-3"

X=8'-1"X=7'-8" X=7'-8"

VFD-CHWP1

VFD-CHWP2

VFD-CHWP2A

X=7'-3"

X=6'-10"

MPS (2-1/2" AND 2") PRV 110# - 50#

LPS (2-1/2" AND 2") PRV 50# - 10#

4" LPS

HX-3

HX-4

3" TO DOM. WH

6"

4"

2"

3"

3"

4"

4"

3"

2"

2"

3"

3/4"

X=1'-9"

X=2'-0"

X=9'-9"

BOTTOM OF TUNNEL IS

92" TO SUB-BASEMENT

FINISH FLOOR.

BOTTOM OF TUNNEL IS

92" TO SUB-BASEMENT

FINISH FLOOR.

2" X=9'-8"

X=8'-2"

BOTTOM OF TUNNEL IS

90" TO SUB-BASEMENT

FINISH FLOOR.

X=2'-6"

3" X=8'-0"

4"

MPS/C TO AIR

CURTAIN

2"MPS

6" LPS

HEADER

6"MPS

2"

2"

2- 1/2" 2-1/2"

4"

3/4"MPC

3/4"HPC(2)6"CWS,

(2)6"CWR AND

4"CWS/R TO

BASEMENT PLAN

6"

10" 10"

8"CWS/R TO

BASEMENT

PLAN

3"

1 "12

X=1'-3"

1"

3"

4" X=15"

1-1/2"LPC X=1'-3"

3"

2"

1-1/2"

3"

10"

TCP

3/4"

8" X=9'-7" (CH-3)

X= 5'-

5"

4"HWS/R

X=8'-6"

X=6'-8"

X= 6'

-1 1"

X= 7'-

X=8'-4"

X=7'-1"

CWR

CWS

ABANDONED FILTER

X=8'-2"

X=6'-7"

8" X=8'-8"

8" X=10'-4"

X=7'-0"

X= 7'-

2"

X= 7'-

0"

X=9'-4"

X=8'-3, X=9'-2"

X=8'-4"

1"

8"

8"

X=9'-4"

C

C

C

C

C

1"D X=10"

1"D X=12"

F

REPLACE 6" VALVE

(2) 6" HOSES

ON CWS FOR

TEMPORARY

OPERATION

I

D

D

H D

D

D

D

D 4"

G

TCP

X=5'-8"

X=7'-0"

10" X=6-7"

X=8'-3"

J

F

J

J

DE

MO

A

ND

C

AP

AT

V

AL

VE

S

FM-3

A

VFD-PCHW1

VFD-PCHW2

4"X=7'-1"

4x6 INC.

ST

EA

M

TU

NN

EL

FD

FD FD

FD

STAIR 2

UP

UP

SERVICE

ELEV

S004

S001

S002

S003

VV

1"

3/4" 1"

3/8" 7/8"

3/4"

3/4"

2"

1 1/4"

1 1/2"

2"

1" COND. DN

TO OPEN SITE

EXISTING

CONVECTOR

6" CWS/R

4" CWR

4" CWS

CH-1

CH-6

CH-5

EXISTING

CH-7

EXISTING

CH-3

UNDERGROUND PIPING

TO SUBBASEMENT

UNDERGROUND

PIPING UNDERGROUND

PIPING

6" CWR6" CWS

UNDERGROUND

PIPING

6" CWR

6" CWS

(2)6"CWS AND

(2)6"CWR TO

SUB-BASEMENT

6"CWS/R TO

SUB-BASEMENT

6" CWR

6" CWS

8"CWS/R

8"CWS/R TO

SUB-BASEMENT

8"

4" CWS

4" CWR

4"CWS/R STACKED

TO SUB-BASEMENT

4" ABANDONED

CWS/R-UP

BEHIND CHILLER

3'-0" HIGH PLATFORM

W/ LADDER

E

E

E

4"CWS/R HOSES

TO DRY COOLER

FOR TEMPORARY

OPERATION

D D

D

D D

D

D

D

REMOVE

ABANDONED

12" PVC PIPE

J

J

J

D

UNDERGROUND

PIPING

D

STAIR 5

UP

DN

V

SUB-BASEMENT AND BASEMENT

FLOOR PLANS - PHASE 2

PRE-WORK

MD101-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-116

NOVEMBER 16, 2022

Revisions: Date:

REPLACE CHILLER PLANT

OSCAR G. JOHNSON VA MEDICAL CENTER

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

BID DOCUMENTS

Comm. Number: 21FED04.00

50% OWNER REVIEW 03/14/2022

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

325 H STREET,

IRON MOUNTAIN, MI 49801

95% OWNER REVIEW 06/06/2022

100% DESIGN DOCUMENTS 09/23/2022

BID DOCUMENTS 11/16/2022

DWG. 6 OF 21

4'0" 2' 8' 12'

N

KEYPLAN

NO SCALE

N J.G.D. K.K.S.

GENERAL NOTES

1.

2.

SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY

EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION

NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS

MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY

APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR

PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND

COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY

DISCREPANICES WITHIN PROJECTS.

THERE WILL BE A SHUT-DOWN TO INSTALL THE TEMPORARY HOSES,

NOTES G, H AND I IN ORDER TO ALLOW THE DRYCOOLER AND CHILLER

CH-3 TO OPERATE DURING DEMOLITION AND NEW WORK.

4'0" 2' 8' 12'

N

MD101-2

F1 SUB-BASEMENT PLAN - PHASE 2 PRE-WORK (FOR REFERENCE ONLY)

1/8" = 1'-0"

N

4'0" 2' 8' 12'

MD101-2

C4 BASEMENT PLAN - PHASE 2 PRE-WORK

1/8" = 1'-0"

MD101-2

F5 SUB-BASEMENT PLAN - PHASE 2 PRE WORK

1/8" = 1'-0"

A

B

D

C

E

PROVIDE NEW PROGRAM TO OPERATE SYSTEM IN TEMP MODE.

PIPE MAINS EXTEND TO MECHANICAL ROOM ON SIXTH FLOOR.

CLOSE VALVES ON SIXTH FLOOR. DRAIN RISER PIPING. VALVE AND

CAP ADJACENT ELBOW AT APPROXIMATELY X=8'-6". PROVIDE

DRAIN VALVE AT BASE OF RISER.

REMOVE CHILLED WATER PUMPS, PIPING, DRIVES AND CONTROLS.

REMOVE CWS/R PIPING AND EQUIPMENT.

REMOVE AND DISPOSE OF 250 TON CHILLER AND REFRIGERANT,

CHILLED WATER PIPING AND CONTROLS.

REMOVE GAS PIPING, VALVES AND REGULATOR NECESSARY TO

INSTALL NEW CHILLED WATER PIPING.

PROVIDE 8" PIPE AT SUCTION OF PUMP TO ATTACH (2) 6" HOSES

FOR TEMPORARY OPERATION. KEEP PUMP P-2A AND VFD.

PROVIDE 1-1/2" PIPE FROM EXPANSION TANK TO CWR.

PROVIDE 8" PIPE FROM 10" AIR SEPARATOR TO CHILLER CH-3 CWR

FOR TEMPORARY OPERATION.

NEW TEMPORARY CONNECTION.

REMOVE AND REINSTALL 3" STEAM CONDENSATE TANK VENT FOR

NEW PIPING.

(THIS SHEET ONLY)

PLAN KEYED NOTES

- REMOVE ALL DUCTS, PIPING, AND EQUIPMENT NOTED AND/OR

SHOWN DASHED.

- SALVAGE 35% PROPYLENE GLYCOL SOLUTION FROM THE PIPING TO

BE REMOVED. REFILL NEW PIPING WITH SAME FLUID AND PROVIDE

ADDITIONAL FLUID WHICH MATCHES EXISTING. COORDINATE FLUID

WITH FACILITY STAFF. SYSTEM VOLUME IS 9,000 GAL.

F

THIS PLAN IS FOR REFERENCE TO

EXISTING HVAC PIPING AND EQUIPMENT

THAT WILL EFFECT THE DEMOLITION

AND ACCESSIBILITY TO WORK.

G

H

I

J

K

KK

AutoCAD SHX Text

ERV

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

AHU

AutoCAD SHX Text

AutoCAD SHX Text

HPC

AutoCAD SHX Text

AutoCAD SHX Text

PCHW

AutoCAD SHX Text

AutoCAD SHX Text

PCHW

AutoCAD SHX Text

AutoCAD SHX Text

PHW

AutoCAD SHX Text

AutoCAD SHX Text

PHW

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text 2A

AutoCAD SHX Text

AHU

AutoCAD SHX Text

AutoCAD SHX Text

ERV

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

AHU

AutoCAD SHX Text

AutoCAD SHX Text

HPC

AutoCAD SHX Text

AutoCAD SHX Text

PCHW

AutoCAD SHX Text

AutoCAD SHX Text

PCHW

AutoCAD SHX Text

AutoCAD SHX Text

PHW

AutoCAD SHX Text

AutoCAD SHX Text

PHW

AutoCAD SHX Text

AutoCAD SHX Text R13

AutoCAD SHX Text R14

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text

AutoCAD SHX Text

CWP

AutoCAD SHX Text 2A

AutoCAD SHX Text

AHU

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text S

RAMP

EXISTING

EXPANSION

TANK

" 10" CWS/R-UP

1"

1"

1"

CONDENSER RACK 1 1/2"

4" CWR

4" CWS

4" CWR

NCNC

NC

2 1/2" CWS/R UP

THRU FLOOR

2 1/2"CWS/R

X=8'-4"

3" CWS/R-UP

4" CWS

X=6'-8"

3" CWS

X=6'-8"

4" CWR

X=6'-6"

3" CWR

X=6'-5"

1" N

G

1" NG

1 1/2" NG

1 1/2" NG

1 1/2" NG

1 1/2" NGEXISTING

FANCOIL

EXISTING

FANCOIL

EXISTING

COOLING

COIL

1 1/4"

1"

1 1/4"

EXISTING

FANCOIL

2"

EXISTING

FANCOIL

4" HWS/R-UP

EXISTING HR

CHILLER - CH9

EXISTING

FANCOIL

X= 7'-

4"

VFD-CHWP2A

X=7'-3"

BOTTOM OF TUNNEL IS

92" TO SUB-BASEMENT

FINISH FLOOR.

BOTTOM OF TUNNEL IS

92" TO SUB-BASEMENT

FINISH FLOOR.

BOTTOM OF TUNNEL IS

90" TO SUB-BASEMENT

FINISH FLOOR.

10"

8"CWS/R TO

BASEMENT

PLAN

TCP

8" X=9'-7" (CH-3)

X= 5'-

5"

4"HWS/R

X=8'-6"

X=6'-8"

X= 6'

-1 1"X=8'-4"

X=7'-1"

CWR

CWS

8" X=8'-8"

8" X=10'-4"

REPLACE 6" VALVE

(2) 6" HOSES

ON CWS FOR

TEMPORARY

OPERATION

B

B

C

A

C

D

D

D

TCP

X=5'-8"

X=7'-0"

FM-3

VFD-PCHW1

VFD-PCHW2

4"X=7'-1"

ST

EA

M

TU

NN

EL

FD

FD FD

FD

STAIR 2

UP

UP

SERVICE

ELEV

S004

S001

S002

S003

2 1/2"

EXISTING

EXPANSION

TANK

" 10" CWS/R-UP

1"

1"

1"

CONDENSER RACK 1 1/2"

4" CWR

4" CWS

4" CWR

NCNC

NC

2 1/2" CWS/R UP

THRU FLOOR

2 1/2"CWS/R

X=8'-4"

3" CWS/R-UP

4" CWS

X=6'-8"

3" CWS

X=6'-8"

4" CWR

X=6'-6"

3" CWR

X=6'-5"

2"

2"

3 1/2"

3 12"

6"

2"

6"

2 1/2"

2"

4" 6"

2 1/2"

5" 2"

6"

3" 6" 10"

4"CPD

4" HPS UP

1"

4"CPD

X=9'-4"

6" LPS

8" HPS HEADER

4" X=6'-8"

4"

3" LPC UP

4" LPS UP

2" MPS UP

3"

8" MPS HEADER

4"

1" HPC-UP

4"

4" HPC

3/4" HPC

2" HPC

2" HPC

X=6'-4"

2" HPC

2" HPC

1" N

G

1" NG

1 1/2" NG

1 1/2" NG

1 1/2" NG

1 1/2" NGEXISTING

FANCOIL

EXISTING

FANCOIL

EXISTING

COOLING

COIL

1 1/4"

1"

1 1/4"

EXISTING

FANCOIL

2"

EXISTING

FANCOIL

4" HWS/R-UP

EXISTING HR

CHILLER - CH9

EXISTING

FANCOIL

2"

CPD

1" 20 PSI STEAM

SUPPLY AND

CONDENSATE

RETURN

1"

2"

CPDCPD

CP

D

V

2"HPS

2"LPS-UP

1"LPCR-UP

EXISTING ZONE

MANIFOLD

MPS (1-1/4") PRV 110# - 60#

6"

3/4"

TO KITCHEN

PRV

6" MPS-UP

2" MPC-UP

X= 7'-

4"

X=9'-3"

X=8'-1"X=7'-8" X=7'-8"

VFD-CHWP2A

X=7'-3"

X=6'-10"

MPS (2-1/2" AND 2") PRV 110# - 50#

LPS (2-1/2" AND 2") PRV 50# - 10#

4" LPS

HX-3

HX-4

3" TO DOM. WH

6"

4"

2"

3"

3"

4"

4"

3"

2"

2"

3"

3/4"

X=1'-9"

X=2'-0"

X=9'-9"

BOTTOM OF TUNNEL IS

92" TO SUB-BASEMENT

FINISH FLOOR.

BOTTOM OF TUNNEL IS

92" TO SUB-BASEMENT

FINISH FLOOR.

2" X=9'-8"

X=8'-2"

BOTTOM OF TUNNEL IS

90" TO SUB-BASEMENT

FINISH FLOOR.

X=2'-6"

3" X=8'-0"

4"

MPS/C TO AIR

CURTAIN

2"MPS

6" LPS

HEADER

6"MPS

2"

2"

2- 1/2" 2-1/2"

4"

3/4"MPC

3/4"HPC

10"

8"CWS/R TO

BASEMENT

PLAN

6"

6" V-UP

4" V

3"

1 "12

V

X=1'-3"

1"

3"

4" X=15"

1-1/2"LPC X=1'-3"

3"

2"

1-1/2"

3"

3"V X=7'-8"

10"

TCP

3/4"

8" X=9'-7" (CH-3)

X= 5'-

5"

4"HWS/R

X=8'-6"

X=6'-8"

X= 6'

-1 1"X=8'-4"

X=7'-1"

CWR

CWS

8" X=8'-8"

8" X=10'-4"

1" 1"D X=10" 1-1/4"V

1-1/4"V

1"D X=12"

REPLACE 6" VALVE

(2) 6" HOSES

ON CWS FOR

TEMPORARY

OPERATION

B

B

C

A

C

D

D

D

TCP

X=5'-8"

X=7'-0"

FM-3

VFD-PCHW1

VFD-PCHW2

4"X=7'-1"

ST

EA

M

TU

NN

EL

FD

FD FD

FD

STAIR 2

UP

UP

SERVICE

ELEV

S004

S001

S002

S003

R-6

R-6A S-6A

S-7

S-7

R-7

R-8

R-9

R-10

R-11

S-8

S-9 S-10

4"

4"

3/4" 1"

3/8" 7/8"

3/4"

3/4"

2"

1 1/4"

1 1/2"

2"

1" COND. DN

TO OPEN SITE

EXISTING

CONVECTOR

4" CWR

4" CWS

EXISTING

CH-7

EXISTING

CH-3

8"CWS/R

8"CWS/R TO

SUB-BASEMENT

8"

3'-0" HIGH PLATFORM

W/ LADDER

4"CWS/R HOSES

TO DRY COOLER

FOR TEMPORARY

OPERATION

A

STAIR 5

UP

DN

SUB-BASEMENT AND BASEMENT

DEMOLITION PLANS - PHASE 2

MD102-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-116

NOVEMBER 16, 2022

Revisions: Date:

REPLACE CHILLER PLANT

OSCAR G. JOHNSON VA MEDICAL CENTER

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

BID DOCUMENTS

Comm. Number: 21FED04.00

50% OWNER REVIEW 03/14/2022

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

325 H STREET,

IRON MOUNTAIN, MI 49801

95% OWNER REVIEW 06/06/2022

100% DESIGN DOCUMENTS 09/23/2022

BID DOCUMENTS 11/16/2022

DWG. 7 OF 21

4'0" 2' 8' 12'

N

KEYPLAN

NO SCALE

N J.G.D. K.K.S.

GENERAL NOTES

1.

2.

SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY

EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION

NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS

MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY

APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR

PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND

COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY

DISCREPANCIES WITHIN PROJECTS.

AFTER NEW PIPING AND EQUIPMENT SHOWN ON SHEET MP101-2 IS

COMPLETED, THERE WILL BE A SHUT-DOWN TO DEMOLISH THE

TEMPORARY ITEMS AND TIE THE NEW PIPING TO EXISTING MAINS.

MD102-2

F5 SUB-BASEMENT DEMOLITION PLAN - PHASE 2

1/8" = 1'-0" 4'0" 2' 8' 12'

N

MD101-2

F1 SUB-BASEMENT DEMOLITION PLAN - PHASE 2 (FOR REFERENCE ONLY)

1/8" = 1'-0"

MD102-2

C4 BASEMENT DEMOLITION PLAN - PHASE 2

1/8" = 1'-0"

N

4'0" 2' 8' 12'

A

B

C

REMOVE HOSES.

REMOVE PUMP AND VFD. REMOVE ASSOCIATED PIPING AND

CONTROLS.

REMOVE EXPANSION TANK, AIR SEPARATOR AND PIPE TIE-IN.

REMOVE MAIN PIPING FOR NEW CONNECTION ON SHEET MP101-2.

(THIS SHEET ONLY)

PLAN KEYED NOTES

- REMOVE ALL DUCTS, PIPING, AND EQUIPMENT NOTED AND/OR

SHOWN DASHED.

- SALVAGE 35% PROPYLENE GLYCOL SOLUTION FROM THE PIPING TO

BE REMOVED. REFILL NEW PIPING WITH SAME FLUID AND PROVIDE

ADDITIONAL FLUID WHICH MATCHES EXISTING. COORDINATE FLUID

WITH FACILITY STAFF. SYSTEM VOLUME IS 9,000 GAL.

THIS PLAN IS FOR REFERENCE TO

EXISTING HVAC PIPING AND EQUIPMENT

THAT WILL EFFECT THE DEMOLITION

AND ACCESSIBILITY TO WORK.

D

CWS/R RISER-ISOLATION

VALVES IN KITCHEN ABOVE

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ERV

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AHU

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HPC

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PCHW

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PCHW

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PHW

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PHW

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CWP

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AHU

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ERV

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AHU

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HPC

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PCHW

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PCHW

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PHW

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PHW

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CWP

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AHU

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RAMP

" 10" CWS/R-UP

1"

1"

1"

CONDENSER RACK 1 1/2"

4" CWR

4" CWS

4" CWR

NCNC

NC

2 1/2" CWS/R UP

THRU FLOOR

2 1/2"CWS/R

X=8'-4"

3" CWS/R-UP

4" CWS

X=6'-8"

3" CWS

X=6'-8"

4" CWR

X=6'-6"

3" CWR

X=6'-5"

1" N

G

1" NG

1 1/2" NG

1 1/2" NG

1 1/2" NG

1 1/2" NGEXISTING

FANCOIL

EXISTING

FANCOIL

EXISTING

COOLING

COIL

1 1/4"

1"

1 1/4"

EXISTING

FANCOIL

2"

EXISTING

FANCOIL

4" HWS/R-UP

EXISTING HR

CHILLER - CH9

EXISTING

FANCOIL

X= 7'-

4"

X=7'-3"

92" TO SUB-BASEMENT

FINISH FLOOR.

BOTTOM OF TUNNEL IS

92" TO SUB-BASEMENT

FINISH FLOOR.

8"CWS/R TO

BASEMENT

PLAN

8" X=9'-7" (CH-3)

4"HWS/R

X=8'-6"

X=6'-8"

X= 6'

-1 1"X=8'-4"

X=7'-1"

CWR

CWS

8" X=8'-8"

8" X=10'-4"

(2)8"CWS,

(2)8"CWR AND

4"CWS/R

X=10'-4"

SEE MP102-2

8" CWS/R TO

CH-1

VFD-CHWP-1

VFD-CHWP-2

VFD-CHWP-3

VFD-CHWP-4

1 1/2" NG

CHWP-1

CHWP-2

CHWP-3

CHWP-4

RACK 10" CWS/R

AT 7'-0" AND 5'-5"

X=9'-3" LEAVING TUNNEL

(2) 6" HOSES

ON CWS FOR

TEMPORARY

OPERATION

1 CH-3

REUSE

EXISTING

HOLES THRU

FOUNDATION

WALLS

4" X=9'-0" (CH-7)

4" X=7'-5"

8" X=9'-3" (CH-4)

8" X=9'-7" (CH-2)

8"

8"

4"

X= 7'

-0

8"

10" X=7'-0"

ET-1

AS-1

CWR BELOW

X=5'-5"

" X

=5 '-5

FM

-5

FM-2

ISOLATION VALVE

ON BOTH PIPES.

CONTROL VALVE ON

SUPPLY AND FLOW

METER ON RETURN.

FM-1

FM-4

1"

10" X=5'-5"

2 FILL

TANK

8"

10" X=7'-0"

1- 1/

2"

FI

LT

ER

FM-6

RELIEF

VALVE

FM-3

4"X=7'-1"

CW

S

X=7'-0"

BA

L.

0G

PM

R

EL

O C

AT

ED

SE

N

SO

R

FM-7 4"

ST

EA

M

TU

NN

EL

FD

FD FD

FD

STAIR 2

UP

UP

SERVICE

ELEV

S004

S001

S002

S003

SUB-BASEMENT NEW WORK

PLAN - PHASE 2

MP101-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP 585-21-116

NOVEMBER 16, 2022

Revisions: Date:

REPLACE CHILLER PLANT

OSCAR G. JOHNSON VA MEDICAL CENTER

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

BID DOCUMENTS

Comm. Number: 21FED04.00

50% OWNER REVIEW 03/14/2022

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

325 H STREET,

IRON MOUNTAIN, MI 49801

95% OWNER REVIEW 06/06/2022

100% DESIGN DOCUMENTS 09/23/2022

BID DOCUMENTS 11/16/2022

DWG. 8 OF 21

2'0" 1' 4' 6'

N

KEYPLAN

NO SCALE

N

(THIS SHEET ONLY)

PLAN KEYED NOTES

NEW CONNECTION TO EXISTING PIPING.

EXTEND (2) 1" RELIEF TO 1-1/2" CONNECTED TO GLYCOL TANK.

PROVIDE NEW WALL SUPPORT FRAMING PER DETAIL F4/M501-2.

SUPPORT AS-1 FROM FLOOR.

REFER TO C6/M501 FOR PIPING.

REFER TO F6/M501 FOR PIPING. FINAL SYSTEM/PUMP BALANCE IS

1650 GPM @ 95 FT.

REINSTALL GAS PIPING FOR NEW WORK TO OCCUR.

PROVIDE 2" GLYCOL FILL CONNECTION.

PROVIDE 45° CONNECTION DOWN TO CWR.

REFER TO SPEC FOR BALANCING PUMPS CURRENT PEAK LOAD

ESTIMATED AT 1550 GPM AT 90 FEET.

J.G.D. K.K.S.

GENERAL NOTES

1.

2.

SOME AREAS SURROUNDING THE LIMITS OF THIS CONTRACT MAY

EITHER BE STARTING CONSTRUCTION SOON, UNDER CONSTRUCTION

NOW OR FINISHING UP CONSTRUCTION. SOME OF THESE PROJECTS

MAY OVERLAP EACH OTHER. COORDINATE WITH OWNER AND ANY

APPLICABLE CONTRACTORS OF PROJECTS ON SEQUENCE OR

PHASING OF OVERLAPPING PROJECTS TO ENSURE ACCURACY AND

COORDINATED DRAWINGS. NOTIFY OWNER/ARCHITECT OF ANY

DISCREPANCIES WITHIN PROJECTS.

AFTER NEW PIPING AND EQUIPMENT SHOWN ON SHEET MP101-2 IS

COMPLETED, THERE WILL BE A SHUT-DOWN TO DEMOLISH THE

TEMPORARY ITEMS AND TIE THE NEW PIPING TO EXISTING MAINS.

MP101-2

F5 SUB-BASEMENT NEW WORK PLAN - PHASE 2

1/4" = 1'-0"

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ERV

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AHU

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HPC

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PCHW

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PCHW

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PHW

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PHW

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AHU

FLT

AHU

AHU-6

TCP

AHU-6

-1225 SUP

-270 O.A. (22%)

-955 RET

EXISTING

AHU

TUNNEL ACCESS

(CONFINED SPACE)

4" CHWS/R

3" CHWS/R

3"

CHWS/R

2"

3/4"

6" CHWS/R

3" CHWS/R

2"3/4"

2" HWS/R UP

3" HWS/R

2 1/2" CHWS/R

3/4"

3/4"

3/4"

3/4"

3/4"

1-1/2"

1" DOWN THRU

ABANDONED

CONVECTOR

3/4"

3/4"

1"HWS&R

PIPING

EXISTING CHILLER

EXST. CONCRETE PAD

UNDERGROUND

PIPES

2" CHS&R UP -

SECURE PIPING

TO WALL

150 GALLON HORIZONTAL

STORAGE TANK MOUNTED

ON EQUIPMENT SUPPORT

RAILS

EXISTING AHU-016

EXISTING

AHU

EXISTING

PUMP(S)

3/4"

3/4"

3/4" 1 1/2"

2"

1"

3/4"

3/4"

3/4"

3/4" 1"

3/4" 1"

1"

6"

6" x8

(2)150CFM

12x8

300CFM

4" CHWS/R

3"

2"

3/4"

3/4"

1"

1 1/4"

1"1"

2"

2"

3/4"

1"

1 1/2"

1 1/2"

1"

3/4"

1 1/4"

1 1/2"

2"

2"

1"

4"

COND. TO

WINDOW WELL

10" CHWS/R UP

35% PROP.

GLYCOL (TYP.)

3/4"

1"

1" H

W S/

R -D

N

TO

T U

N N

EL

3/4"

1 1/4"

3/4"

1" 1"

3/4"

3/4"

3/4"

EX. STEAM COIL

2 1/2" CHWS/R UP

THRU FLOOR TO

AHU-1

1 1/2" CHWS/R ABOVE

AND BELOW

4" HWS/R UP &

DN THRU FLOORS

2 1/2" CHWS/R

1" HWS/R UP

THRU FLOOR

2 1/2" CHWS/R DN THRU

FLOOR

PUMPS

PUMPS

S-44 R-44

4" HWS/R-DN

TO HX 10/11

EXISTING

CONVECTOR

EXISTING

CONVECTOR

1 "14

T

FCU-001

1"

1"

EXISTING

CONVECTOR

EXISTING

CONVECTOR

EXISTING

CONVECTOR

AHU-28

39x72

OUTSIDE

INSULATION

20x12

M

4"

1"

1"

EX. STEAM COIL

EX. HUMIDIFIER

3/4"HWS/R

3/4"HWS/R

LPS

LPC

LPS

LPC

1"

2"

2"

EX. FTR

EX. FTR

EX. FTR

EX. FTR

EX. FTR

EX. FTR

EX. FTR

EX. FTR

EX. FTR

EX. FTREX. FTREX. FTREX. FTR

EX. FTR

EX. FTR

EX. FTR

EX. FTR

3/4" HWS/R

3/4" HWS/R

3/4" HWS/R

3/4" HWS/R

3/4" HWS/R

EX. HUMID

1- 1/

2"

LP

S- D

N

1"

LP

C -D

N

1"

1"

T

3/4"

EX. UH

X=7'-0"

21x25 OUTSIDE

INSULATION

TCP

X=10'-0" 3/4"

X=7'-9" FRPS(TYP.)

3/4"

3/4"

3/4" 3/4"

3/4"

3/4"

3/4"

1/2" PURGE PORTS

1-1/2"GS/R-UP

THRU ROOF

SMOKE RATED

SLEEVE

X=6' - 10"

H W

H

LP

S

C

PD

G C

G C

R

X=9' - 0" 3"ø

X=9' - 2"

GC

GCR

3"ø

X=8' - 6"

G C

G C

R

3"ø

X=9' - 0"

X=9' - 0" 3"ø

3", X=9'-0" THRU EXISTING

HOLE IN FOUNDATION

WALL

1 HR X=10' - 0"

3"ø

1 HR

3/4"øLPC

DRIP TRAP

TP-5

X=7' - 1"

X=7'-6"

3/4" GLYCOL FILL

AND DRAIN

A

3/8"ø

4" CWR

4" CWS

EXISTING

CH-7

EXISTING

CH-3

8"CWS/R

8"CWS/R TO

SUB-BASEMENT

DEMO PIPE

SEE DETAIL

E1/M501

8"

CH-1

CH-2

TCP

V

2"

REMOVE 1-1/2x2

RELIEF VALVE AND

PIPING TO

EXTERIOR

3'-0" HIGH PLATFORM

W/ LADDER

(2)8"CWS,

(2)8"CWR AND

4"CWS/R TO

SUB-BASEMENT

8"CWS/R TO

SUB-BASEMENT

RISE TO

RACK (TYP.)

RACKED PIPING

CH-4

4"

8"

SAME AS EXISTING

EX. FTR

EX. FTR

1 1/4"

CWS

CWR

C W

S

C W

R

CWS

CWR

C W

S C

W R

C W

S C

W R

SEE MP101-2

CWS

CWR

3"CHS/R UP

TO AHU-30

TCP

ELEC.

CAB.

TCP

ELEC. CAB.

TCP

ELEC. CAB.

GAS METER

EXISTING RISER

ISOLATION VALVES

CWS CONN.

CWR CONN.

BB

A A

EE

STACKED LPCR

PIPING

LPC-DN

X=9'-11"

E F

F

FF

F

F

FD FD

FD

PASSENGER

ELEVATOR

PASSENGER

ELEVATOR

SERVICE

ELEVATOR

FEC

FEC

COORDINATE UNDERGROUND CWS/R PIPING WITH

NEW AND EXISTING UNDERGROUND ELECTRICAL.

SEE SHEET E101-2 FOR MORE INFORMATION.

BASEMENT NEW WORK PLAN -

WEST - PHASE 2

MP102-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of…