S02 - Drawings Bid Set Vol 2.pdf
PDF 9 MB Posted
- Solicitation number
- 36C25220B0025
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.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| S02 - Specifications Bid Set Vol 2.pdf | ||
| S02 - Wage Rates WD WI20200011 08.20.2020.pdf | ||
| S02 - Drawings Bid Set Vol 3 Revised.pdf | ||
| S02 - Specifications Bid Set Vol 1.pdf | ||
| S02 - Drawings Bid Set Vol 1.pdf | ||
| S02 - Final 36C25220B0025 for beta.SAM.docx | DOCX document | |
| 36C25220B0025_2.docx | DOCX document |
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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 three inches = one foot
AutoCAD SHX Text 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 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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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 13'-11"
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"
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 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
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"
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.
AutoCAD SHX Text 1'-1 1/2"
AutoCAD SHX Text 1'-1 1/2"
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°.
AutoCAD SHX Text STAINLESS STEEL FLASHING CONE - PROVIDE BASE W/ CURB CAP TO FIT ROOF CURB BY MECH. CONTRACTOR
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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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AutoCAD SHX Text one and one half inches = one foot
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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.
AutoCAD SHX Text
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
AutoCAD SHX Text
#4S @ 12" O.C. EACH WAY
AutoCAD SHX Text
EXISTING SLAB
AutoCAD SHX Text
2" CLEAR ALL AROUND
AutoCAD SHX Text
PAINT P-1
AutoCAD SHX Text
RESILIENT BASE RB-1
AutoCAD SHX Text
SST-1 COUNTERTOP & BACKSPLASH W/ INTEGRAL SINK
AutoCAD SHX Text
SST-1 CABINETS
AutoCAD SHX Text
SLOPED TOP
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SST-1 CABINETS
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UNDER CABINET LIGHTING
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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.
AutoCAD SHX Text A501
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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
AutoCAD SHX Text WWF6x6-W4xW4
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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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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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
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"
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
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
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
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
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
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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"
AutoCAD SHX Text A
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EMERGENCY
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GENERATOR
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AutoCAD SHX Text C
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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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AutoCAD SHX Text
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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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
AutoCAD SHX Text D
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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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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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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
AutoCAD SHX Text
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
AutoCAD SHX Text 01A
AutoCAD SHX Text
UP
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UP
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BASIC BUILDING INFORMATION
AutoCAD SHX Text
COMMON PATH OF TRAVEL = 29'-3"
AutoCAD SHX Text
EXIT TRAVEL DISTANCE FROM MEZZANINE = 144'-3"
AutoCAD SHX Text
MEZZANINE COMMON PATH OF TRAVEL = 43'-0"
AutoCAD SHX Text
EXIT TRAVEL DISTANCE = 68'-8"
AutoCAD SHX Text
COMMON PATH OF TRAVEL = 47'-4"
AutoCAD SHX Text
DIAGONAL DISTANCE BETWEEN EXITS = 99'-0"
AutoCAD SHX Text
DIAGONAL DISTANCE = 134'-3"
AutoCAD SHX Text
LEGEND
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2 HOUR FIRE RATED WALL EXIT TRAVEL DISTANCE COMMON PATH OF TRAVEL EXIT
AutoCAD SHX Text
FIRE AND SAFETY NOTES
AutoCAD SHX Text 1..
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
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"
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AutoCAD SHX Text
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
AutoCAD SHX Text
EXISTING MATERIAL AND EQUIPMENT TO BE REMOVED
AutoCAD SHX Text
EXISTING MATERIAL AND EQUIPMENT TO REMAIN
AutoCAD SHX Text
VENT PIPING
AutoCAD SHX Text
DOMESTIC COLD WATER PIPING
AutoCAD SHX Text
DOMESTIC HOT WATER PIPING
AutoCAD SHX Text
SANITARY PIPING
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
PLUMBING LEGEND:
AutoCAD SHX Text
SAN
AutoCAD SHX Text
WATER HAMMER ARRESTOR
AutoCAD SHX Text
STRAINER
AutoCAD SHX Text
PIPE TURNING UP
AutoCAD SHX Text
PIPE TURNING DOWN
AutoCAD SHX Text
FLOOR DRAIN
AutoCAD SHX Text
ISOLATION VALVE
AutoCAD SHX Text
BACKFLOW PREVENTER WITH
AutoCAD SHX Text
CHECK VALVE
AutoCAD SHX Text
VACUUM RELIEF VALVE
AutoCAD SHX Text
PUMP
AutoCAD SHX Text
REDUCER (CONCENTRIC)
AutoCAD SHX Text
PLUMBING SYMBOLS
AutoCAD SHX Text
DOMESTIC HOT WATER RETURN PIPING
AutoCAD SHX Text
FLOOR CLEAN OUT
AutoCAD SHX Text
WALL CLEAN OUT
AutoCAD SHX Text
POINT OF REMOVAL
AutoCAD SHX Text
POINT OF CONNECTION
AutoCAD SHX Text
STORM PIPING
AutoCAD SHX Text
ST
AutoCAD SHX Text
TEE DOWN
AutoCAD SHX Text
TEE UP
AutoCAD SHX Text
HOSE BIBB/WALL HYDRANT
AutoCAD SHX Text
CA OUTLET (QUICK CONNECT)
AutoCAD SHX Text
HUB DRAIN
AutoCAD SHX Text
REDUCER (ECCENTRIC, FOB AND FOT)
AutoCAD SHX Text
BALANCE VALVE
AutoCAD SHX Text
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.
AutoCAD SHX Text
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
AutoCAD SHX Text
AFF AW CO CW CL DV DW DN EL ETR EW FCO FD GPM GAL H/L HD HW HWR IE LAV L/L
AutoCAD SHX Text
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
AutoCAD SHX Text
REGULATOR
AutoCAD SHX Text
COMPRESSED AIR PIPING
AutoCAD SHX Text
CA
AutoCAD SHX Text
NATURAL GAS PIPING
AutoCAD SHX Text
NG
AutoCAD SHX Text
NON-POTABLE PIPING
AutoCAD SHX Text
NP
AutoCAD SHX Text
TEMPERATURE SENSOR
AutoCAD SHX Text T
AutoCAD SHX Text V
AutoCAD SHX Text
SUMP-PUMP DISCHARGE PIPING
AutoCAD SHX Text
SPD
AutoCAD SHX Text
SOFT WATER PIPING
AutoCAD SHX Text
SW
AutoCAD SHX Text
2'-0" MINIMUM
AutoCAD SHX Text
FLOOR SLAB
AutoCAD SHX Text
P-TRAP
AutoCAD SHX Text
FLOOR DRAIN BY P.C.
AutoCAD SHX Text
SAFING BY P.C.
AutoCAD SHX Text
TAG
AutoCAD SHX Text
PLUMBING FIXTURE CONNECTION SCHEDULE
AutoCAD SHX Text
WASTE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SERVICE SIZE (INCHES)
AutoCAD SHX Text
VENT
AutoCAD SHX Text
CW
AutoCAD SHX Text
HW
AutoCAD SHX Text
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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FD
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FLOOR DRAIN
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3"SAN
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3"FD (ETR)
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3"FD (ETR)
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3"FD (ETR)
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3"FD (ETR)
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3"FD (ETR)
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4"FCO
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4"SAN
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3"FD
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3"HD
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3"SAN
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4"SAN
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3"SAN
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4"SAN
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3"SAN
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3"FCO
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SANITARY SUMP (ETR)
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4"SAN
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4"SAN
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SINK (ETR)
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EYE WASH
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HD
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HUD DRAIN
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EXIST FILTERED WATER FAUCET
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EXIST WATER FILTER
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EXIST WATER COOLER
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EXIST WATER COOLER
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EXIST SINK
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EXIST EYE WASH
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KEYED NOTES
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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.
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DEMOLITION
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NEW WORK
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EXIST EYE WASH
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EMERGENCY MIXING VALVE
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CW
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HW
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TW
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3/4"CW
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3/4"HW
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RO-1
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AutoCAD SHX Text RO-1: SEE SPECIFICATION SECTION 22 40 00 PLUMBING FIXTURES, RO FILTRATION SYSTEMS FOR ADDITIONAL INFORMATION ON RO-1 SYSTEM REQUIREMENTS.
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LAB
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LAB
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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
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EXIST 2"V UP
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EXIST 3" UP TO HD
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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" UP TO HD
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EXIST 3" UP TO HD
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EXIST 3" UP TO HD
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EXIST 3" UP TO HD
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EXIST 3"FD
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EXIST 3"FD
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 2"V UP
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FCO
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EXIST 2"V UP
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EXIST 6"
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EXIST 3" DN AND 2"V UP
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EXIST 4" DN
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EXIST 2" SPD DN
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GENERAL PLAN NOTES
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KEYED NOTES
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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.
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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.
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EXIST SUMP
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EXIST 3"FD IN TRENCH
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EXIST 2"V UP
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EXIST 2"V UP
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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 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
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
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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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ELECTRICAL
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ROOM
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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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TELECOM
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EXIST 2"V DN
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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"HD
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EXIST 3" UP TO HD
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EXIST 3" UP TO HD
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EXIST 3" UP TO HD
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EXIST 3" UP TO HD
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EXIST 3" UP TO HD
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EXIST 3"HD
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EXIST 3"FD
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EXIST 3"FD
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 2"V UP
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EXIST 3"V UP
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EXIST 3"FD
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EXIST 2"V DN
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EXIST 3"HD
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EXIST 3"HD
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EXIST 2"V UP
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EXIST 3"HD
AutoCAD…
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