S02 - Drawings Bid Set Vol 2.pdf

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Z2DZ--676-14-105 Replace Boilers B415 Tomah, Wisconsin 54660
Solicitation number
36C25220B0025
Issued by

About this file

This document provides details on an upcoming federal contract opportunity for replacement of three high-pressure steam boilers and associated equipment at the Tomah VA Medical Center in Wisconsin. The project includes complete removal and replacement of the existing boilers, utility connections, selected support equipment, and boiler control devices. Additional work includes asbestos and lead paint abatement. The estimated period of performance is 490 calendar days divided into three phases. The project value is between $10-20 million. The solicitation for the project will be posted on August 21, 2020 to Beta.SAM with a bid opening on September 23, 2020. Two pre-bid conferences will be scheduled. The contract will be set aside exclusively for Service-Disabled Veteran-Owned Small Businesses. Bidders must be CVE-verified as an SDVOSB at the time of bid submission.

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Text version

AS104

KABHFB

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

Tomah, Wisconsin

676-14-105

Office of

Facilities

Management

BID SET

July 22, 2020

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UNSPRINKLERED

Replace Boilers B415

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

ARCHITECTURAL

ROOF PLAN - NEW WORK

1/4" = 1'-0"

ROOF PLAN

NORTH

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EXIST. 24" GRAVITY VENTILATOR

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EXIST. 24" GRAVITY VENTILATOR

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EXIST. 24" GRAVITY VENTILATOR

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EXIST. 2" VENT

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EXIST. 6" SAFETY VALVE VENT

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EXIST. 10" SAFETY VALVE VENT

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EXIST. POWER ROOF VENTILATOR

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EXIST. VENT

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EXIST. 4" STM VENT

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EXIST. ROOF HATCH

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GRAVITY VENTILATOR

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KEYED NOTES

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AutoCAD SHX Text PATCH OPENING TO MATCH EXISTING ROOF SYSTEM. SEE DETAIL 8/A501. INSTALL CURB AND FLASHING AT NEW EXHAUST STACK. SEE DETAIL 9/A501. INSTALL FLASHING AT NEW VENT PIPE PENETRATIONS. SEE MECH. DWGS. INSTALL CURB AND FLASHING AT NEW POWER VENTILATOR. SEE MECH. DWGS.

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GENERAL NOTES

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1. REFER TO GC SHEETS FOR PHASING PLANS. ALL REFER TO GC SHEETS FOR PHASING PLANS. ALL WORK TO BE DONE IN ACCORDANCE WITH THE PHASES IDENTIFIED. 2. GENERAL CONTRACTOR TO REVIEW MECHANICAL, GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PLANS FOR ADDITIONAL NEW WORK. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NEW CONSTRUCTION WORK. 4. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL 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. COORDINATE AND VERIFY ALL ROOF OPENINGS AND COORDINATE AND VERIFY ALL ROOF OPENINGS AND PENETRATIONS WITH STRUCTURAL, PLUMBING, HVAC, AND ELECTRICAL REQUIREMENTS. 6. PROVIDE WATERTIGHT INTEGRITY AT ALL PROVIDE WATERTIGHT INTEGRITY AT ALL PENETRATIONS AND EQUIMENT PER ROOFING MANUFACTURER'S STANDARD DETAILS AND REQUIREMENTS FOR WARRANTY AND CURRENT NRCA STANDARDS.

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

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VA FORM 08-6231, OCT 1978

A401

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

Tomah, Wisconsin

676-14-105

Office of

Facilities

Management

BID SET

July 22, 2020

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UNSPRINKLERED

Replace Boilers B415

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

ARCHITECTURAL

EXTERIOR ELEVATIONS

1/4" = 1'-0"

WEST ELEVATION - NEW WORK

1/4" = 1'-0"

WEST ELEVATION - DEMOLITION

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GROUND FLOOR

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EL. 953'-6"

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TOP OF STONE

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EL. 990'-1"

AutoCAD SHX Text 13'-11"

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AutoCAD SHX Text 17'-6 3/8"

AutoCAD SHX Text 17'-6 3/8"

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GROUND FLOOR

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EL. 953'-6"

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TOP OF STONE

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EL. 990'-1"

AutoCAD SHX Text 13'-11"

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AutoCAD SHX Text 17'-6 "38"

AutoCAD SHX Text 17'-6 "38"

AutoCAD SHX Text REMOVE EXISTING KNOCK-OUT PANELS. SALVAGE BRICK, ALUMINUM WINDOWS, EXISTING BEAMS, METAL TRIM, AND CLIP ANGLES FOR REUSE IN RECONSTRUCTION OF WALL.

AutoCAD SHX Text INFILL KNOCK-OUT PANEL OPENINGS TO MATCH EXISTING EXTERIOR WALL. REUSE EXISTING BRICK, ALUMINUM WINDOWS, BEAMS, METAL TRIM, AND CLIP ANGLES. MATCH MORTAR IN EXISTING BRICK. REPAIR OR REPLACE REPAIR OR REPLACE SALVAGED ITEMS IF NOT IN GOOD REUSABLE CONDITION. INSTALLATION SHALL BE WEATHERTIGHT.

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AutoCAD SHX Text 6'-2 3/8"

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AutoCAD SHX Text 7'-9 1/4"

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REMOVE EXISTING WINDOWS. SEE HA101 FOR ASBESTOS REMOVAL WORK.

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INFILL EXISTING WINDOW OPENINGS WITH GLASS BLOCK. SEE DETAIL 7/A501.

AutoCAD SHX Text PROTECT OPENING WITH TEMPORARY WEATHERTIGHT BARRIER OF 10 MIL REINFORCED POLY SHEETING ON 2X4 WOOD FRAMING, 16" O.C.

AutoCAD SHX Text PROTECT OPENING WITH TEMPORARY WEATHERTIGHT BARRIER OF 10 MIL REINFORCED POLY SHEETING ON 2X4 WOOD FRAMING, 16" O.C.

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BASEMENT

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EL. 947'-6"

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MEZZANINE

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EL. 959'-6"

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MEZZANINE

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EL. 959'-6"

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BASEMENT

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EL. 947'-6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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A501

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

Tomah, Wisconsin

676-14-105

Office of

Facilities

Management

BID SET

July 22, 2020

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UNSPRINKLERED

Replace Boilers B415

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

ARCHITECTURAL

EXTERIOR SECTIONS &

DETAILS

1/2" = 1'-0"

WALL SECTION - DEMOLITION

1/2" = 1'-0"

WALL SECTION - NEW WORK

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

JAMB DETAIL @ KNOCK-OUT PANEL

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

JAMB DETAIL @ KNOCK-OUT PANEL

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

DETAIL @ KNOCK-OUT PANEL

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

DETAIL @ KNOCK-OUT PANEL

3" = 1'-0"

DETAIL @ ROOF INFILL

N.T.S.

STACK DETAIL

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

DETAIL @ GLASS BLOCK INFILL

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

DETAIL @ EXTERIOR EQUIPMENT PAD

AutoCAD SHX Text 17'-6 3/8"

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INFILL KNOCK-OUT PANEL OPENING WITH REINFORCED CONCRETE TO MATCH EXIST.

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EXISTING MASONRY COLUMN BEYOND

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REINSTALL EXISTING ALUM. WINDOW

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REINSTALL EXISTING STEEL BEAM, METAL PANEL, AND CLIP ANGLES.

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INFILL KNOCK-OUT PANEL OPENING WITH BRICK TO MATCH EXISTING.

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EXISTING STEEL BEAM, METAL PANEL, AND CLIP ANGLES TO REMAIN

AutoCAD SHX Text #4s @ 10" O.C.

AutoCAD SHX Text #4s @ 12" O.C.

AutoCAD SHX Text 17'-6 3/8"

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REMOVE EXISTING CONCRETE @ KNOCK-OUT PANEL.

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EXISTING MASONRY COLUMN BEYOND

AutoCAD SHX Text REMOVE EXISTING STEEL BEAM, METAL PANEL, AND CLIP ANGLES. SALVAGE FOR REINSTALLATION.

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REMOVE EXISTING ALUM. WINDOW. SALVAGE FOR REINSTALLATION.

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REMOVE EXISTING KNOCK-OUT PANEL. SALVAGE BRICK FOR REINSTALLATION.

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EXISTING STEEL BEAM, METAL PANEL, AND CLIP ANGLES TO REMAIN.

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REMOVE EXISTING ALUM. WINDOW. SALVAGE FOR REINSTALLATION.

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EXISTING ALUM. WINDOW TO REMAIN

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EXISTING ALUM. WINDOW TO REMAIN

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AutoCAD SHX Text VERIFY EXIST. CONDITIONS & DIMENSIONS IN FIELD PRIOR TO REMOVAL OF KNOCK-OUT PANEL

AutoCAD SHX Text VERIFY EXIST. CONDITIONS & DIMENSIONS IN FIELD PRIOR TO REMOVAL OF KNOCK-OUT PANEL

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SIM.

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PROVIDE SHORING AS REQUIRED DURING CONSTRUCTION.

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REINSTALL EXISTING ALUM. WINDOW

AutoCAD SHX Text PROTECT OPENING WITH TEMPORARY WEATHERTIGHT BARRIER OF 10 MIL REINFORCED POLY SHEET ON 2X4 WOOD FRAMING, 16" O.C.

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REPAIR OR REPLACE SALVAGED ITEMS IF NOT IN GOOD REUSABLE CONDITION, TYP.

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INSTALLATION OF KNOCK- OUT PANEL SHALL BE WEATHERTIGHT.

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INFILL KNOCK-OUT PANEL W/ BRICK TO MATCH EXISTING.

AutoCAD SHX Text 1'-0 1/2"

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AutoCAD SHX Text NEW 3"x3"x1/4" STL. ANGLE @ JAMB

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PATCH JAMB WHERE EXIST. STEEL BEAM IS REMOVED & REPLACED

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EXISTING MASONRY

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SEALANT W/ FOAM FILLER, BOTH SIDES

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1/2" EPOXY ANCHORS 24" O.C.

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INFILL KNOCK-OUT PANEL W/ CONCRETE TO MATCH EXISTING.

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AutoCAD SHX Text NEW 3"x3"x1/4" STL. ANGLE @ JAMB

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EXISTING CONCRETE WALL

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SEALANT W/ FOAM FILLER, BOTH SIDES

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1/2" EPOXY ANCHORS 24" O.C.

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AutoCAD SHX Text 1'-1 5/8"

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INFILL KNOCK-OUT PANEL W/ BRICK TO MATCH EXISTING.

AutoCAD SHX Text EXISTING STEEL BEAM, METAL PANEL, & CLIP ANGLES TO BE TEMPORARILY REMOVED & THEN REINSTALLED IN KNOCK-OUT PANEL.

AutoCAD SHX Text EXISTING ALUMINUM WINDOW TO BE TEMPORARILY REMOVED & THEN REINSTALLED IN KNOCK-OUT PANEL.

AutoCAD SHX Text 6'-2 3/8"

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SEALANT

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SEALANT

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INFILL KNOCK-OUT PANEL W/ BRICK TO MATCH EXISTING.

AutoCAD SHX Text EXISTING ALUMINUM WINDOW TO BE TEMPORARILY REMOVED & THEN REINSTALLED IN KNOCK-OUT PANEL.

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INFILL KNOCK-OUT PANEL WITH REINFORCED CONCRETE TO MATCH EXISTING.

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SEALANT AT BOTH SIDES.

AutoCAD SHX Text VERIFY EXIST. CONDITIONS & DIMENSIONS IN FIELD PRIOR TO REMOVAL OF KNOCK-OUT PANEL

AutoCAD SHX Text VERIFY EXIST. CONDITIONS & DIMENSIONS IN FIELD PRIOR TO REMOVAL OF KNOCK-OUT PANEL

AutoCAD SHX Text #4s HORIZ. @ 10" O.C.

AutoCAD SHX Text #4s VERT. @ 12" O.C.

AutoCAD SHX Text 4'-0"

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AutoCAD SHX Text 6'-2 3/8"

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AutoCAD SHX Text 13'-11" V.I.F.

AutoCAD SHX Text 13'-11" V.I.F.

AutoCAD SHX Text 13'-11" V.I.F.

AutoCAD SHX Text 13'-11" V.I.F.

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EXISTING CONCRETE WALL

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ANCHOR BOLT (TYP.)

AutoCAD SHX Text STEEL ANGLE 2-1/2" x 2-1/2" x 1/4" (TYP.)

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FILL SPACE W/ EXPANSION STRIPS

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SEALANT & BACKER (TYP.)

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GLASS BLOCK UNIT

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WINDOW INFILL HEAD (JAMB SIMILAR)

AutoCAD SHX Text EXISTING ALUMINUM WINDOW TO BE TEMPORARILY REMOVED & THEN REINSTALLED IN KNOCK-OUT PANEL.

AutoCAD SHX Text NEW CONCRETE INFILL @ ROOF DECK. PROVIDE TEMPORARY WOOD FORM, FLAT AT BOTTOM SIDE OF ROOF

AutoCAD SHX Text 2-1/2" x 2-1/2" x 5/16" x 12" LONG (MIN.) ANGLES @ 18" O.C. W/ 5/8" EPOXY ANCHOR LOCATED 2" FROM EACH END OF ANGLE.

AutoCAD SHX Text #4s @ 12" O.C. EACH WAY

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EXIST. CONCRETE ROOF DECK

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VAPOR BARRIER

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NEW ROOF INSULATION TO MATCH EXISTING

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EPDM ROOF SYSTEM TO MATCH EXISTING

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EXIST. EPDM ROOF SYSTEM

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NEW EPDM TO OVERLAP EXISTING, 6" MIN.

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18"H DBL WALL INSULATED ROOF CURB

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EXISTING ROOF CONSTRUCTION

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ROOFING & ROOF FLASHING BY GENERAL CONTRACTOR

AutoCAD SHX Text LEVEL ROOF CURB WITH WOOD BLOCKING EQUAL TO THICKNESS OF ROOF INSULATION. ATTACH ROOF CURB WOOD BLOCKING TO ROOF DECK.

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BOILER STACK (BY MECH. CONTRACTOR)

AutoCAD SHX Text STAINLESS STEEL STORM COLLAR W/ STAINLESS STEEL DRAWBAND & ACCESSORIES BY MECH. CONTRACTOR

AutoCAD SHX Text .040" MIL. ALUM. COUNTERFLASHING FABRICATED IN "L" & ATTACHED TO TOP OF WOOD NAILER. FLASHING TO EXTEND MIN. 1" BELOW BOTTOM OF CURB CAP & TERMINATE AT 45°.

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ATTACH FLASHING CONE TO ROOF CURB W/ LAG BOLTS & NEOPRENE WASHERS @ 6" O.C.

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TOP OF RAIN CAP MIN. 24" ABOVE ROOF.

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SEALANT

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CONCRETE PAD W/ " 34" CHAMFER @ ALL OUTSIDE CORNERS.

AutoCAD SHX Text EXTEND EDGE OF PAD 6" MIN. BEYOND EQUIPMENT FRAME (TYP. ALL SIDES, UNLESS OTHERWISE NOTED)

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FINISH GRADE

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2" CLEAR ALL AROUND

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CONCRETE PAD MUST BE LEVEL AT TOP SURFACE

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EQUIPMENT

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THICKENED EDGE OF SLAB ALL AROUND

AutoCAD SHX Text #5s @ 12" O.C. EACH WAY

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AutoCAD SHX Text 1.5

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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A601

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

Tomah, Wisconsin

676-14-105

Office of

Facilities

Management

BID SET

July 22, 2020

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UNSPRINKLERED

Replace Boilers B415

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

ARCHITECTURAL

SCHEDULES, INTERIOR

ELEVATIONS, AND DETAILS

1/2" = 1'-0"

DOOR AND FRAME TYPES

3" = 1'-0"

DOOR HEAD DETAIL

1 1/2" = 1'-0"

WALL PARTITION TYPE

1/2" = 1'-0"

EAST ELEVATION - OFFICE - 105

1/2" = 1'-0"

EAST ELEVATION - LABORATORY - 104

3" = 1'-0"

GLAZING DETAIL

3" = 1'-0"

DOOR JAMB DETAILS

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

EQUIPMENT PAD DETAIL @ BOILERS

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

CONCRETE SLAB INFILL/JOINT DETAIL

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

EQUIPMENT PAD DETAIL @ BASEMENT

AutoCAD SHX Text

DOOR TYPE 'A'

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FLUSH STEEL DOOR

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FRAME TYPE '1'

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HOLLOW METAL

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STEEL DOOR FRAME AS SCHEDULED

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CONT. SEALANT - TYPICAL ENTIRE PERIMETER

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DOUBLE STEEL STUD DOOR HEADER

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DOOR HEAD

AutoCAD SHX Text A8

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DOOR JAMB - UPPER WALL

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DOOR JAMB - LOWER WALL

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TELECOM ROOM SIDE

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ADJUSTABLE ANCHOR

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CONT. SEALANT, TYPICAL ENTIRE PERIMETER

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CONT. SEALANT, TYPICAL ENTIRE PERIMETER

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DOUBLE STUDS, BACK TO BACK

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TELECOM ROOM SIDE

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PROVIDE FIRESTOPPING SEALANT

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ONE LAYER 5/8" GYP. BD. EACH SIDE. TAPE ALL JOINTS.

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ANCHOR STEEL RUNNER TO CMU

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FULL WIDTH ACOUSTICAL INSULATION

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3-5/8" METAL STUDS @ 16" O.C.

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ANCHOR TOP RUNNERS TO STRUCTURE ABOVE.

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PROVIDE FIRESTOPPING SEALANT

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INTERIOR PARTITION WALL FIRE RESISTANCE - 1 HR. UL# U419

AutoCAD SHX Text A8

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2-1/2" METAL STUDS @ 16" O.C.

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8" CMU - 5 COURSES

AutoCAD SHX Text 7"

AutoCAD SHX Text 7"

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CONCRETE PAD W/ 3/4" CHAMFER @ ALL OUTSIDE CORNERS.

AutoCAD SHX Text ANCHOR NEW PAD TO EXISTING CONCRETE FLOOR WITH HPA ANCHORS & 3/8" SEISMIC ANCHOR STUDS, SPACED 12" O.C. AT PERIMETER OF PAD

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BONDING AGENT

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EPOXY IN PLACE

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#4S @ 12" O.C. EACH WAY

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EXISTING SLAB

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2" CLEAR ALL AROUND

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PAINT P-1

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RESILIENT BASE RB-1

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SST-1 COUNTERTOP & BACKSPLASH W/ INTEGRAL SINK

AutoCAD SHX Text

SST-1 CABINETS

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SLOPED TOP

AutoCAD SHX Text

SST-1 CABINETS

AutoCAD SHX Text

UNDER CABINET LIGHTING

AutoCAD SHX Text

PAINT P-1

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RESILIENT BASE RB-1

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PAINT P-2

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SD

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PTD

AutoCAD SHX Text A602

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PROVIDE NEW INSULATED GLAZING UNIT IN EXISTING FRAME.

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NEW FURNITURE PROVIDED BY VA

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CONCRETE PAD W/ 3/4" CHAMFER @ ALL OUTSIDE CORNERS.

AutoCAD SHX Text EXTEND EDGE OF PAD 6" MIN. BEYOND EQUIPMENT FRAME (TYP. ALL SIDES, UNLESS OTHERWISE NOTED)

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EXISTING SLAB

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2" CLEAR ALL AROUND

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CONCRETE PAD MUST BE LEVEL AT TOP SURFACE

AutoCAD SHX Text ANCHOR NEW HOUSEKEEPING PAD TO EXISTING CONCRETE FLOOR WITH HPA ANCHORS & 3/8" SEISMIC ANCHOR STUDS, SPACED 12" O.C. AT PERIMETER OF PAD. ANCHORS SHALL BE EMBEDDED 2" IN EXISTING CONCRETE FLOOR.

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EPOXY IN PLACE.

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CONCRETE PAD W/ 3/4" CHAMFER @ ALL OUTSIDE CORNERS.

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EXISTING SLAB

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2" CLEAR ALL AROUND

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DRILL REBAR INTO EXISTING SLAB, EPOXY IN PLACE.

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CONCRETE PAD MUST BE LEVEL AT TOP SURFACE

AutoCAD SHX Text ANCHOR NEW HOUSEKEEPING PAD TO EXISTING CONCRETE FLOOR WITH HPA ANCHORS & 3/8" SEISMIC ANCHOR STUDS, SPACED 12" O.C. AT PERIMETER OF PAD. ANCHORS SHALL BE EMBEDDED 2" IN EXISTING CONCRETE FLOOR.

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BONDING AGENT

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EPOXY IN PLACE.

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#4S @12" O.C. EACH WAY

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BONDING AGENT

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EQUIPMENT

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CONT. SEALANT

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EXISTING MASONRY WALL

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DEMO WORK @ WINDOW HEAD (JAMB SIMILAR)

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BOILER PLANT SIDE

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LAB/OFFICE SIDE

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REMOVE EXISTING STOPS & GLASS BOTH SIDES OF FRAME.

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EXISTING MASONRY WALL

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PROVIDE NEW 3/4" INSULATED GLASS UNIT ON BOILER PLANT SIDE ONLY

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REPLACE EXISTING METAL STOP

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NEW WORK @ WINDOW HEAD (JAMB SIMILAR)

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BOILER PLANT SIDE

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LAB/OFFICE SIDE

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PATCH FRAME AS REQUIRED. PAINT FRAME TO MATCH EXISTING.

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EPOXY FILLED @ EXIST. SLAB END OF DOWEL

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CONT. SEALANT

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NEW CONCRETE SLAB W/ #4S @ 12" EACH WAY

AutoCAD SHX Text 1/2" DIA. x 20"L SMOOTH DOWEL @ 18" O.C. @ PERIMETER. GREASE DOWEL @ NEW CONCRETE SECTION.

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GRAVEL BASE

AutoCAD SHX Text NOTE: WHERE WIDTH OF CONCRETE INFILL IS TOO NARROW FOR A 20" DOWEL, REDUCE ROD LENGTH AND LAP DOWELS W/ WIRE MESH IN NEW SLAB. MINIMUM TOTAL LENGTH OF DOWEL TO BE 8"

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OVERLAP & TAPE NEW VAPOR BARRIER OVER EXISTING.

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EXISTING SLAB

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AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

Tomah, Wisconsin

676-14-105

Office of

Facilities

Management

BID SET

July 22, 2020

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UNSPRINKLERED

Replace Boilers B415

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

A602

KABHFB

ARCHITECTURAL

INTERIOR DETAILS

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

SECTION @ LAB CASEWORK

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

SECTION @ LAB CASEWORK

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

SECTION @ LAB CASEWORK

3/4" = 1'-0"

DETAILS @ METAL EQUIPMENT ACCESS PLATFORM

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UNDER CABINET LIGHTING

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BLOCKING

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ADJ. SHELF

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DRAWER

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RESILIENT BASE AS SCHEDULED.

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FULL EXTENSION DRAWER GLIDES.

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RESILIENT BASE AS SCHEDULED.

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WIRE CABINET PULLS @ DOORS & DRAWERS, TYP.

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PL-1 PLAM OVER 3/4" PLYWOOD. FINISH ALL EXPOSED EXTERIOR SURFACES.

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WOOD BLOCKING.

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FINISH ALL EXPOSED INTERIOR FINISHES WITH STANDARD CABINET LINER PLAM.

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DRAWER

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DRAWER

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ST. STEEL CABINET PULLS @ DOORS & DRAWERS, TYP.

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UNDER CABINET LIGHTING

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BLOCKING

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SST-1 STAINLESS STEEL WALL CAB'T WITH HINGED DOORS & (1) ADJUSTABLE SHELF.

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SHELF SUPPORT SOCKETS, 2" O.C.

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EXISTING CMU WALL.

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ADJ. SHELF

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DRAWER

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RESILIENT BASE AS SCHEDULED.

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ST. STL. CABINET PULLS @ DOORS & DRAWERS, TYP.

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BLOCKING.

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FULL EXTENSION DRAWER GLIDES.

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SST-1 STAINLESS STEEL @ COUNTERTOP, BACK & SIDESPLASHES.

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SLOPED TOP, SST-1 STAINLESS STEEL CABINETRY

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ADJ. SHELF

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SST-1 STAINLESS STEEL BASE CABINET.

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SST-1 ADJUSTABLE SHELF

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SHELF SUPPORT SOCKETS, 2" O.C.

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SST-1 STAINLESS STEEL @ COUNTERTOP, INTEGRAL SINK, BACK & SIDESPLASHES.

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SST-1 STAINLESS STEEL @ COUNTERTOP, BACK & SIDESPLASHES.

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ST. STEEL CABINET PULLS @ DOORS & DRAWERS, TYP.

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SST-1 STAINLESS STEEL WALL CAB'T WITH HINGED DOORS & (1) ADJUSTABLE SHELF.

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SHELF SUPPORT SOCKETS, 2" O.C.

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EXISTING CMU WALL.

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SLOPED TOP, SST-1 STAINLESS STEEL CABINETRY

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ST. STL. CABINET PULLS @ DOORS & DRAWERS, TYP.

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BLOCKING.

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SST-1 STAINLESS STEEL BASE CABINET.

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SHELF SUPPORT SOCKETS, 2" O.C.

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METAL RAILING

AutoCAD SHX Text METAL lLADDER

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EDGE GUARD

AutoCAD SHX Text PROVIDE PREFABRICATED, OSHA-COMPLIANT, FIXED METAL ACCESS PLATFORM & LADDER. COORDINATE SIZE AND LOCATION WITH BOILER MANUFACTURER.

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ELEVATIONS

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PLAN VIEW

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METAL TOWER SUPPORT & LATERAL BRACING

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SAFETY GATE

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EDGE GUARD

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METAL PLATFORM

AutoCAD SHX Text IF PREFABRICATED PLATFORM ASSEMBLY IS NOT AVAILABLE, PROVIDE SHOP DRAWINGS BY REGISTERED PE FOR SHOP FABRICATED PLATFORM

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

Tomah, Wisconsin

676-14-105

Office of

Facilities

Management

BID SET

July 22, 2020

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UNSPRINKLERED

Replace Boilers B415

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

FL101

KAB

FIRE PROTECTION

LIFE SAFETY FLOOR PLAN

HFB

1/4" = 1'-0"

LIFE SAFETY PLAN

NORTH

AutoCAD SHX Text APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE - GROUP F2 LOW HAZARD FACTORY INDUSTRIAL 2018 EXISTING INTERNATIONAL BUILDING CODE - LEVEL 2 RENOVATION 2018 NFPA 101 LIFE SAFETY CODE - CHAPTER 40 INDUSTRIAL CONSTRUCTION TYPE: NFPA 220 TYPE II (0,0,0), IBC TYPE IIB UNPROTECTED STEEL FRAME WITH MASONRY EXTERIOR CLADDING NON-SPRINKLERED MEANS OF EGRESS DIRECT EGRESS TO BUILDING EXTERIOR MAXIMUM TRAVEL DISTANCE OF 200'-0" TO AN EXIT SECOND EXIT WITHIN 1/2 OF DIAGONAL DISTANCE OF FLOOR PLAN 50'-0" MAXIUMUM COMMON PATH OF TRAVEL MINIMUM 36" WIDE EXIT DOOR OCCUPANT LOAD: 5,280 GSF AT 300 GSF PER PERSON = 17 PEOPLE MAX ACTUAL OCCUPANT LOAD IS LESS THAN 5 PEOPLE AREAS: PUMP ROOM: 592 SF 592 SF SF BOILER ROOM 4,319 SF 4,319 SF GENERATOR ROOM 187 SF 187 SF ELECTRICAL ROOM 130 SF 130 SF EGRESS WIDTH: REQUIRED: @ 0.20 PER OCCUPANT = 3.4" @ 0.20 PER OCCUPANT = 3.4" @ 34" MIN. PER DOOR = 68" MIN. PROVIDED: 135" 135"

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EMERGENCY

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GENERATOR

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LABORATORY

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CONTROL

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ROOM

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BOILER RM.

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UP

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FD

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FD

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FD

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FD

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FD

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FD

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FD

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ELECTRICAL

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ROOM

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DN

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FD

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FD

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BASEMENT

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PUMP ROOM

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UP

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UP

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SUMP PUMP

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SUMP PUMP

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FE

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FE

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SANDBLASTER

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WORK TABLE W/ VISE

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WORK TABLE W/ DRILL

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WORK TABLE

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GRINDER

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TELECOM

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UP

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UP

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BASIC BUILDING INFORMATION

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COMMON PATH OF TRAVEL = 29'-3"

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EXIT TRAVEL DISTANCE FROM MEZZANINE = 144'-3"

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MEZZANINE COMMON PATH OF TRAVEL = 43'-0"

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EXIT TRAVEL DISTANCE = 68'-8"

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COMMON PATH OF TRAVEL = 47'-4"

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DIAGONAL DISTANCE BETWEEN EXITS = 99'-0"

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DIAGONAL DISTANCE = 134'-3"

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LEGEND

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2 HOUR FIRE RATED WALL EXIT TRAVEL DISTANCE COMMON PATH OF TRAVEL EXIT

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FIRE AND SAFETY NOTES

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AutoCAD SHX Text MAINTAINING THE INTEGRITY OF THE FIRE AND SAFETY SYSTEMS IN PLACE IN THE MEDICAL CENTER AND ALL OF ITS OUT BUILDINGS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

AutoCAD SHX Text 2.

AutoCAD SHX Text IN ADDITION TO ALL VA MEDICAL CENTER POLICIES & REGULATIONS, ALL FEDERAL GOVERNMENT, STATE, AND LOCAL CODES AND ORDINANCES SHALL APPLY TO ALL OF THEIR CONTRACTORS AND SUB-CONTRACTORS.

AutoCAD SHX Text 3.

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL PERTINENT OSHA SAFETY REQUIREMENTS.

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

NTS

TYPICAL FLOOR DRAIN DETAIL

NTS

PARTIAL BOILER ROOM SANITARY AND VENT ISOMETRIC

NTS

PARTIAL BOILER ROOM WATER ISOMETRIC

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

Tomah, Wisconsin

676-14-105

Office of

Facilities

Management

BID SET

July 22, 2020

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UNSPRINKLERED

Replace Boilers B415

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

P001

JMD

PLUMBING

SYMBOLS AND ABBREVIATIONS

HFB

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EXISTING MATERIAL AND EQUIPMENT TO BE REMOVED

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EXISTING MATERIAL AND EQUIPMENT TO REMAIN

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VENT PIPING

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DOMESTIC COLD WATER PIPING

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DOMESTIC HOT WATER PIPING

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SANITARY PIPING

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GENERAL NOTES:

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PLUMBING LEGEND:

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SAN

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WATER HAMMER ARRESTOR

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STRAINER

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PIPE TURNING UP

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PIPE TURNING DOWN

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FLOOR DRAIN

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ISOLATION VALVE

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BACKFLOW PREVENTER WITH

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CHECK VALVE

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VACUUM RELIEF VALVE

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PUMP

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REDUCER (CONCENTRIC)

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PLUMBING SYMBOLS

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DOMESTIC HOT WATER RETURN PIPING

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FLOOR CLEAN OUT

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WALL CLEAN OUT

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POINT OF REMOVAL

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POINT OF CONNECTION

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STORM PIPING

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ST

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TEE DOWN

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TEE UP

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HOSE BIBB/WALL HYDRANT

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CA OUTLET (QUICK CONNECT)

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HUB DRAIN

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REDUCER (ECCENTRIC, FOB AND FOT)

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BALANCE VALVE

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1. PLUMBING CONTRACTOR SHALL CONFIRM ELEVATIONS, LOCATIONS, SIZES AND PLUMBING CONTRACTOR SHALL CONFIRM ELEVATIONS, LOCATIONS, SIZES AND CONNECTION POINTS OF EXISTING PIPING AND EQUIPMENT AT JOB SITE. 2. PLUMBING CONTRACTOR SHALL FIELD VERIFY CONNECTIONS TO EXISTING UTILITIES PLUMBING CONTRACTOR SHALL FIELD VERIFY CONNECTIONS TO EXISTING UTILITIES ARE ACTIVE AND OPERABLE FOR THE PROJECT. 3. PLUMBING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH PLUMBING CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH EXISTING CONDITIONS AND WITH THE WORK OF OTHER TRADES. 4. PLUMBING CONTRACTOR SHALL PROVIDE PIPE SLEEVES AND FIRE STOPPING FOR PLUMBING CONTRACTOR SHALL PROVIDE PIPE SLEEVES AND FIRE STOPPING FOR ALL UTILITY PIPING THROUGH FIRE RATED WALLS. 5. PLUMBING CONTRACTOR SHALL COORDINATE AND FIELD VERIFY ALL WORK AND PLUMBING CONTRACTOR SHALL COORDINATE AND FIELD VERIFY ALL WORK AND WORK WITH THE APPROVED MANUFACTURER'S REPRESENTATIVE. THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES PERTAINING TO SUCH SYSTEMS. 6. PLUMBING CONTRACTOR SHALL CONFIRM ALL CODE REQUIREMENTS BEFORE PLUMBING CONTRACTOR SHALL CONFIRM ALL CODE REQUIREMENTS BEFORE BEGINNING WORK. 7. PLUMBING CONTRACTOR SHALL PROVIDE PLUMBING FIXTURES AS SCHEDULED OR PLUMBING CONTRACTOR SHALL PROVIDE PLUMBING FIXTURES AS SCHEDULED OR APPROVED EQUAL AND PROVIDE A SUBMITTAL LOG PRIOR TO THE START OF WORK. 8. COORDINATE ROUTING OF PIPING ABOVE CEILING IN ALL LOCATIONS WITH THE COORDINATE ROUTING OF PIPING ABOVE CEILING IN ALL LOCATIONS WITH THE INSTALLATION OF DUCTWORK, CONDUIT, LIGHT FIXTURES, MOTION SENSORS, SPEAKERS, DIFFUSERS, SPRINKLER HEADS, CABLETRAYS, ALL EXISTING PIPING AND DUCTWORK REMAINING IN PLACE, THE STRUCTURE, AND TO MAXIMIZE SERVICE ACCESS. 9. INSTALL ALL WORK AS SHOWN ON THE DRAWINGS, DEVIATIONS FROM LOCATIONS INSTALL ALL WORK AS SHOWN ON THE DRAWINGS, DEVIATIONS FROM LOCATIONS INDICATED ON THE DRAWINGS MAY HAVE TO BE MADE AT NO ADDITIONAL COSTS TO THE OWNER IN ORDER TO CLEAR THE WORK OF OTHER TRADES. ALL SUCH DEVIATIONS SHALL BE APPROVED BY THE OWNERS REPRESENTATIVE. 10. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS A COMPLETE WORKING THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS A COMPLETE WORKING SYSTEM PROPERLY TESTED AND FULLY OPERATIONAL UPON COMPLETION. 11. INVERT ELEVATIONS ARE REFERENCED TO THE BOILER ROOM FLOOR ELEVATION OF INVERT ELEVATIONS ARE REFERENCED TO THE BOILER ROOM FLOOR ELEVATION OF 953.5' FEET. 12. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HOLES AND OPENINGS IN EXISTING WALLS AND FLOORS. 13. PLUMBING DRAWINGS ARE SCHEMATIC. ANY REQUIRED OFFSETS, FITTINGS, AND PLUMBING DRAWINGS ARE SCHEMATIC. ANY REQUIRED OFFSETS, FITTINGS, AND SUPPORTS SHALL BE INCLUDED IN THE BID. FIELD CONDITIONS MAY DICTATE ADDITIONAL COORDINATION AND INSTALLATION DIRECTION BY THE OWNERS REPRESENTATIVE.

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PLUMBING ABBREVIATIONS

AutoCAD SHX Text ABOVE FINISHED FLOOR ACID WASTE CLEANOUT COLD WATER CENTER LINE DRAIN VALVE DISTILLED WATER DOWN ELEVATION EXISTING TO REMAIN EYEWASH FLOOR CLEAN OUT FLOOR DRAIN GALLON PER MINUTE GALLON HIGH LEVEL HUB DRAIN HOT WATER HOT WATER RETURN INVERT ELEVATION LAVATORY LOW LEVEL

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AFF AW CO CW CL DV DW DN EL ETR EW FCO FD GPM GAL H/L HD HW HWR IE LAV L/L

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L NP MC P POC POR RP RPM RD SAN SK SPD ST TD TW TYP UG UR VP WC WHA V VB

AutoCAD SHX Text LITER NON-POTABLE WATER MECHANICAL CONTRACTOR PUMP POINT OF CONNECTION POINT OF REMOVAL RECIRCULATION PUMP REVOLUTION PER MINUTE ROOF DRAIN SANITARY PIPE SINK SUMP PUMP DISCHARGE STORM PIPE TRENCH DRAIN TEMPERED WATER TYPICAL UNDERGROUND URINAL VENT PIPE WATER CLOSET WATER HAMMER ARRESTOR VENT VACUUM BREAKER

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REGULATOR

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COMPRESSED AIR PIPING

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CA

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NATURAL GAS PIPING

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NG

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NON-POTABLE PIPING

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NP

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TEMPERATURE SENSOR

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SUMP-PUMP DISCHARGE PIPING

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SPD

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SOFT WATER PIPING

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SW

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2'-0" MINIMUM

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FLOOR SLAB

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P-TRAP

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FLOOR DRAIN BY P.C.

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SAFING BY P.C.

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TAG

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PLUMBING FIXTURE CONNECTION SCHEDULE

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WASTE

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DESCRIPTION

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SERVICE SIZE (INCHES)

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VENT

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CW

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HW

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CW

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HW

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TOTAL

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DFU

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WSFU

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NOTES:

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1. DFU'S AND WSFU'S PER VA PLUMBING DESIGN MANUAL, NOV 2014. DFU'S AND WSFU'S PER VA PLUMBING DESIGN MANUAL, NOV 2014. 2. PROVIDE ISOLATION VALVES AT EACH FIXTURE WITH HW AND CW CONNECTIONS. PROVIDE ISOLATION VALVES AT EACH FIXTURE WITH HW AND CW CONNECTIONS. 3. PROVIDE THERMOSTATIC MIXING VALVE AT EACH LAVATORY AND SINK. PROVIDE THERMOSTATIC MIXING VALVE AT EACH LAVATORY AND SINK. 4. SEE PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. SEE PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. P-528 IS PART OF STAINLESS STEEL COUNTERTOP BY GENERAL CONTRACTOR. PROVIDE ALL CONNECTIONS FOR SUPPLIES, DRAINS, VENTS PER P-528 IS PART OF STAINLESS STEEL COUNTERTOP BY GENERAL CONTRACTOR. PROVIDE ALL CONNECTIONS FOR SUPPLIES, DRAINS, VENTS PER SPECIFICATION SECTION 22 40 00 PLUMBING FIXTURES.

AutoCAD SHX Text P-528

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CRS, SINGLE COMPARTMENT/COUNTER TOP

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AutoCAD SHX Text 1-1/2

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AutoCAD SHX Text

FD

AutoCAD SHX Text

FLOOR DRAIN

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AutoCAD SHX Text 1-1/2

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3"SAN

AutoCAD SHX Text

3"FD (ETR)

AutoCAD SHX Text

3"FD (ETR)

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3"FD (ETR)

AutoCAD SHX Text

3"FD (ETR)

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3"FD (ETR)

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4"FCO

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text

3"FD

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text

3"SAN

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4"SAN

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text

4"SAN

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3"SAN

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text

3"FCO

AutoCAD SHX Text 2"V

AutoCAD SHX Text

4"VTR (ETR)

AutoCAD SHX Text 3"V

AutoCAD SHX Text 2-1/2"V

AutoCAD SHX Text 3"V

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text

3"FD IN TRENCH BOTTOM (ETR)

AutoCAD SHX Text

3"FD

AutoCAD SHX Text 3"V

AutoCAD SHX Text 3"V

AutoCAD SHX Text

3"HD

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3"FD

AutoCAD SHX Text 2"V

AutoCAD SHX Text

3"FD

AutoCAD SHX Text 2"V

AutoCAD SHX Text

SANITARY SUMP (ETR)

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4"SAN

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3"SAN

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"FD

AutoCAD SHX Text 2"V

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"FD

AutoCAD SHX Text 2"V

AutoCAD SHX Text

3"FD

AutoCAD SHX Text 2"V

AutoCAD SHX Text

3"FD

AutoCAD SHX Text

3"FD

AutoCAD SHX Text

3"FCO

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"FD

AutoCAD SHX Text

3"FCO

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"FCO

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"HD

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text 2"V

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text

4"SAN

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text

SINK (ETR)

AutoCAD SHX Text 2"V

AutoCAD SHX Text 3"V

AutoCAD SHX Text 3"V

AutoCAD SHX Text

3"SAN

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4"SAN

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4"SAN

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4"SAN

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4"SAN

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4"SAN

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3"SAN

AutoCAD SHX Text

3"SAN

AutoCAD SHX Text

3"HD

AutoCAD SHX Text

3"FCO

AutoCAD SHX Text

EYE WASH

AutoCAD SHX Text P-528

AutoCAD SHX Text

HD

AutoCAD SHX Text

HUD DRAIN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text 1-1/2

AutoCAD SHX Text

EXIST FILTERED WATER FAUCET

AutoCAD SHX Text

EXIST WATER FILTER

AutoCAD SHX Text

EXIST WATER COOLER

AutoCAD SHX Text

EXIST WATER COOLER

AutoCAD SHX Text

EXIST SINK

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EXIST EYE WASH

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

AutoCAD SHX Text REMOVE WATER FILTER, FILTERED WATER FAUCET, PIPES AND SUPPORTS. REMOVE SINK, SUPPLIES, DRAIN, VENT, AND SUPPORTS. REMOVE CW AND HW PIPES AS SHOWN. PROVIDE NEW UNDERCOUNTER RO SYSTEM. CONNECT TO NEW P-528 COUNTERTOP/SINK. PROVIDE NEW CW AND HW PIPE, MIXING VALVE, SHUT OFF VALVES AND CONN TO EXISTING PIPE TO FACE AND EYE WASH.

AutoCAD SHX Text

AutoCAD SHX Text

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DEMOLITION

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NEW WORK

AutoCAD SHX Text

EXIST EYE WASH

AutoCAD SHX Text

EMERGENCY MIXING VALVE

AutoCAD SHX Text

CW

AutoCAD SHX Text

HW

AutoCAD SHX Text

TW

AutoCAD SHX Text

3/4"CW

AutoCAD SHX Text

3/4"HW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

3/4"CW

AutoCAD SHX Text

3/4"CW

AutoCAD SHX Text

3/4"TW

AutoCAD SHX Text

3/4"TW

AutoCAD SHX Text

3/4"CW

AutoCAD SHX Text

3/4"HW

AutoCAD SHX Text

3/4"HW

AutoCAD SHX Text

3/4"CW

AutoCAD SHX Text

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AutoCAD SHX Text

RO-1

AutoCAD SHX Text

RO-1

AutoCAD SHX Text RO-1: SEE SPECIFICATION SECTION 22 40 00 PLUMBING FIXTURES, RO FILTRATION SYSTEMS FOR ADDITIONAL INFORMATION ON RO-1 SYSTEM REQUIREMENTS.

AutoCAD SHX Text

LAB

AutoCAD SHX Text

AutoCAD SHX Text

LAB

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

Tomah, Wisconsin

676-14-105

Office of

Facilities

Management

BID SET

July 22, 2020

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UNSPRINKLERED

Replace Boilers B415

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

PD100

JMD

PLUMBING

FOUNDATION PLAN -

DEMOLITION

HFB

1/4" = 1'-0"

FOUNDATION PLAN

NORTH

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

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EXIST 3"FD

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EXIST 3"FD

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EXIST 3"FD

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EXIST 3"FD

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EXIST 3"FD

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EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

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EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

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EXIST 3" UP TO HD

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EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text 3"

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text

FCO

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

EXIST 3" DN AND 2"V UP

AutoCAD SHX Text

EXIST 4" DN

AutoCAD SHX Text

EXIST 2" SPD DN

AutoCAD SHX Text

GENERAL PLAN NOTES

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

AutoCAD SHX Text REMOVE EXIST BURIED SAN DRAIN. PROVIDE TEMPORARY CAP AT EXIST PIPE. REMOVE FLOOR DRAIN. REMOVE HUB DRAIN/DRAIN BOX. REMOVE EXIST VENT PIPING FROM BELOW FLOOR UP THROUGH AND AROUND EXISTING BOILER, REMOVE VERTICAL VENT PIPE UP TO ELBOW OR TEE AT HORIZONTAL EXISTING VENT PIPING. DISCONNECT EXISTING VENT PIPE FROM DEMOLISHED SANITARY PIPE, PROTECT FOR RE-CONNECTION.

AutoCAD SHX Text

1. REFER TO SHEET GC101 THROUGH GC111 FOR REFER TO SHEET GC101 THROUGH GC111 FOR PHASING PLANS. ALL WORK TO BE DONE IN ACCORDANCE WITH THE PHASES IDENTIFIED. 2. GENERAL CONTRACTOR TO REVIEW MECHANICAL, GENERAL CONTRACTOR TO REVIEW MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PLANS FOR ADDITIONAL DEMOLITION WORK. DEMOLITION OF WALL, CEILING AND FLOOR ASSEMBLIES NECESSARY TO FACILITATE MEP SYSTEM DEMOLITION IS PART OF CONTRACTOR'S SCOPE OF WORK. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DEMOLITION WORK WITH NEW CONSTRUCTION WORK. 4. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL 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. CONTRACTOR SHALL PROVIDE 3 WEEK WRITTEN CONTRACTOR SHALL PROVIDE 3 WEEK WRITTEN NOTICE FOR ALL TOTAL PLANT SHUTDOWNS.

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXIST SUMP

AutoCAD SHX Text

EXIST 3"FD IN TRENCH

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text 2"

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

B

A

C

D

E

F

1 2 3 4 5 6 87 9

D

C

B

A

97 8654321

Tomah, Wisconsin

676-14-105

Office of

Facilities

Management

BID SET

July 22, 2020

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UNSPRINKLERED

Replace Boilers B415

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

PD101

JMD

PLUMBING

BASEMENT AND GROUND

FLOOR PLAN - DEMOLITION

HFB

1/4" = 1'-0"

BASEMENT & GROUND FLOOR PLAN

NORTH

AutoCAD SHX Text A

AutoCAD SHX Text

EMERGENCY

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

LABORATORY

AutoCAD SHX Text

AutoCAD SHX Text

CONTROL

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

AutoCAD SHX Text

BOILER RM.

AutoCAD SHX Text

AutoCAD SHX Text

UP

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

ROOM

AutoCAD SHX Text

AutoCAD SHX Text

DN

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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BASEMENT

AutoCAD SHX Text

PUMP ROOM

AutoCAD SHX Text

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

SUMP PUMP

AutoCAD SHX Text

SUMP PUMP

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

AutoCAD SHX Text

TELECOM

AutoCAD SHX Text 01A

AutoCAD SHX Text

EXIST 2"V DN

AutoCAD SHX Text

EXIST 3"HD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"HD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3" UP TO HD

AutoCAD SHX Text

EXIST 3"HD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 3"V UP

AutoCAD SHX Text

EXIST 3"FD

AutoCAD SHX Text

EXIST 2"V DN

AutoCAD SHX Text

EXIST 3"HD

AutoCAD SHX Text

EXIST 3"HD

AutoCAD SHX Text

EXIST 2"V UP

AutoCAD SHX Text

EXIST 2"V DN

AutoCAD SHX Text

EXIST 3"HD

AutoCAD…

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