S02 - Att 3 Fix Legionella_BD Submittal Drawings Set 1 of 3.pdf
PDF 12 MB Posted
- Solicitation number
- 36C25224B0004
About this file
This file summary describes a federal contract solicitation and related submittal drawings. Solicitation number 36C25224B0004 from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12 seeks bids to address Legionella deficiencies at construction project 676-22-101. The 12MB PDF file labeled "S02 - Att 3 Fix Legionella_BD Submittal Drawings Set 1 of 3" contains drawings as part of the bid submission package for fixing Legionella issues on the specified construction project. Details provided include the solicitation number, agency, project name, file name and size.
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PROJECT NO.: 676-22-101
PROJECT TEAM
PROJECT LEADER / ARCHITECT
PENN CONSTRUCTION GROUP
VETERANS AFFAIRS MEDICAL CENTER
500 E VETERANS ST
TOMAH, WI 54660
CAMPUS MAP SHEET INDEX
IN THE CASE OF CONFLICTS OR DISCREPANCIES
WITHIN OR AMONG THE CONTRACT DRAWINGS, THE
BETTER QUALITY, MORE STRINGENT REQUIREMENTS
OR GREATER QUANTITY OF WORK, AS DETERMINED
BY THE GOVERNMENT, SHALL BE PROVIDED.
MECHANICAL
PENN CONSTRUCTION GROUP
PLUMBING
FIX LEGIONELLA DEFICIENCIES
SHEET NUMBER SHEET NAME
PLUMBING
P001 PLUMBING LEGENDS, ABBREVIATIONS, AND NOTES
PL101 PLUMBING B400 CRAWL SPACE PLAN
PL102 PLUMBING B400 FIRST FLOOR PLAN
PENN CONSTRUCTION GROUP
GENERAL INFORMATION
GI001 TITLE SHEET
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
VA Medical Center Tomah, WI
676-22-101 Office of Facilities
Management
JULY 10, 2023
CONSULTANTS:
500 E. VETERANS ST.
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
FIX LEGIONELLA
DEFICIENCIES
3770 S. Pennsylvania Avenue, Unit 8 St. Francis, Wisconsin 53235
E
F
ISSUE FOR BID
GI001
KAB
TITLE SHEET
HFB
PL103 PLUMBING B400 SECOND FLOOR PLAN
3770 South Pennsylvania Avenue Unit 8 St. Francis, WI 53235
PL104
PL105
PL106
PLUMBING B400 THIRD FLOOR PLAN
PLUMBING B400 FOURTH FLOOR PLAN
PLUMBING B401 CRAWL SPACE PLAN
PL107 PLUMBING B401 FIRST FLOOR PLAN
PL108 PLUMBING B401 SECOND FLOOR PLAN
PL109 PLUMBING B401 THIRD FLOOR PLAN
PL110
PL111
PL112
PLUMBING B403 CRAWL SPACE PLAN
PLUMBING B403 FIRST FLOOR PLAN
PLUMBING B403 SECOND FLOOR PLAN
PL113 PLUMBING B403 THIRD FLOOR PLAN
PL114
PL115
PL116
PLUMBING B409 FIRST FLOOR PLAN
PLUMBING B410 FIRST FLOOR PLAN
PLUMBING B411 FIRST FLOOR PLAN
PL117 PLUMBING B412 FIRST FLOOR PLAN
P401 P402
PLUMBING ENLARGED PLANS
PLUMBING ENLARGED PLANS
P501 P502
PLUMBING DETAILS AND DIAGRAMS
PLUMBING DETAILS AND DIAGRAMS
P901 PLUMBING WATER ISOMETRIC DIAGRAM
P902 PLUMBING WATER ISOMETRIC DIAGRAM
P903 PLUMBING WATER ISOMETRIC DIAGRAM
P904 P905 P906
PLUMBING WATER ISOMETRIC DIAGRAM
PLUMBING WATER ISOMETRIC DIAGRAM
PLUMBING WATER ISOMETRIC DIAGRAM
P907 PLUMBING WATER ISOMETRIC DIAGRAM
P908 P909 P910
PLUMBING WATER ISOMETRIC DIAGRAM
PLUMBING WATER ISOMETRIC DIAGRAM
PLUMBING WATER ISOMETRIC DIAGRAM
ISSUED FOR
SD
01/16/2023
ISSUED FOR
DD
02/13/2023
X
ISSUED FOR
CD
03/28/2023
ISSUED FOR
BID
07/10/2023
X X X X X X X X X X X X X X X X X X X
X
3770 South Pennsylvania Avenue Unit 8 St. Francis, WI 53235
3770 South Pennsylvania Avenue Unit 8 St. Francis, WI 53235
ELECTRICAL
PENN CONSTRUCTION GROUP
3770 South Pennsylvania Avenue Unit 8 St. Francis, WI 53235
NORTH
SITE PLAN
PROJECT
LOCATIONS
ARCHITECTURAL
AD101 ARCHITECTURAL B400 FIRST FLOOR PLAN - DEMOLITION
& INFECTION CTRL
AD102
AD103 ARCHITECTURAL B400 THIRD FLOOR PLAN - DEMOLITION
& INFECTION CTRL
ARCHITECTURAL B401 FIRST FLOOR PLAN - DEMOLITION
& INFECTION CTRL
AD106
ARCHITECTURAL B403 FIRST FLOOR PLAN - DEMOLITION
& INFECTION CTRL
ARCHITECTURAL B400 SECOND FLOOR PLAN - DEMOLITION
& INFECTION CTRL
AS101 ARCHITECTURAL B400 FIRST FLOOR PLAN & INFECTION CONTROL
AS104
ARCHITECTURAL B401 FIRST FLOOR PLAN & INFECTION CONTROL
AS102 ARCHITECTURAL B400 SECOND FLOOR PLAN & INFECTION CONTROL
AS103
ARCHITECTURAL B400 FOURTH FLOOR PLAN & INFECTION CONTROL
AS106
ARCHITECTURAL B403 FIRST FLOOR PLAN & INFECTION CONTROL
GC101 PHASING DRAWINGS
GC102 INFECTION CONTROL GENERAL NOTES AND DETAILS
A001 ARCHITECTURAL LEGENDS, ABBREVIATIONS, AND NOTES
AD107
ARCHITECTURAL B409 FIRST FLOOR PLAN - DEMOLITION
& INFECTION CTRL
AD110
ARCHITECTURAL B410 FIRST FLOOR PLAN - DEMOLITION
& INFECTION CTRL
AD111
ARCHITECTURAL B411 FIRST FLOOR PLAN - DEMOLITION
& INFECTION CTRL
AD112
ARCHITECTURAL B412 FIRST FLOOR PLAN - DEMOLITION
& INFECTION CTRL
AS111
ARCHITECTURAL B411 FIRST FLOOR PLAN & INFECTION CONTROL
AS107
ARCHITECTURAL B409 FIRST FLOOR PLAN & INFECTION CONTROLAS110
ARCHITECTURAL B410 FIRST FLOOR PLAN & INFECTION CONTROL
AS112
ARCHITECTURAL B412 FIRST FLOOR PLAN & INFECTION CONTROL
X X X
X
X
X
X
X
X
X
X X X
X X X
X X X X
X
X X X X X X X X X X X X X X X X X
X
X X X X
X
X X
AS105
ARCHITECTURAL B401 SECOND FLOOR PLAN & INFECTION CONTROL
AD105
ARCHITECTURAL B401 SECOND FLOOR PLAN - DEMOLITION
& INFECTION CTRL
X X X
X
X
X
AD104 ARCHITECTURAL B400 FOURTH FLOOR PLAN - DEMOLITION
& INFECTION CTRL X X
X
X X
X X
X X
X
X
X
AD113
X X
X X
XARCHITECTURAL B400 THIRD FLOOR PLAN & INFECTION CONTROL
X X X X
X X
XAS113
ARCHITECTURAL B403 SECOND FLOOR PLAN & INFECTION CONTROLAS108 X
ARCHITECTURAL B403 THIRD FLOOR PLAN & INFECTION CONTROLAS109 X
ARCHITECTURAL B403 SECOND FLOOR PLAN - DEMOLITION
& INFECTION CTRL
AD108
X
ARCHITECTURAL B403 THIRD FLOOR PLAN - DEMOLITION
& INFECTION CTRL
AD109
X
X
X X X X X X X X X X X X X X X X X
X
X X X X X X X X X X X X X X X X X
X
X X
X
XX
X X X X X X X
X X
P911 PLUMBING WATER ISOMETRIC DIAGRAM X
MECHANICAL
M001 MECHANICAL LEGENDS, ABBREVIATIONS, AND NOTES
M011 MECHANICAL SITE PLAN WEST
M012
M701 MECHANICAL CONTROL DIAGRAMS
M702 X
X X X
X
X X X X
ELECTRICAL
E001 ELECTRICAL LEGEND AND ABBREVIATIONS
EP101 ELECTRICAL PARTIAL POWER PLANS
EP102
X
X X
ELECTRICAL PARTIAL POWER PLANS
MECHANICAL CONTROL DIAGRAMS
MECHANICAL SITE PLAN EAST
RE-ISSUE
CD SET
05/10/2023
X
X X X
X
X
X
X
X
X
X
X
X
X
X X X
X X X
X X X
X X
X
X X
X
X
X
X X X X X X X X X X X X X X X X X
X
X X
X X
X X X X X X X
X X
X
X
X X X X
X
X X
RE-ISSUE
CD SET
06/13/2023
X X X
X
X
X
X
X
X
X
X
X
X
X
X X X
X X X
X X X
X X
X
X X
X
X
X
X X X X X X X X X X X X X X X X X
X
X X
X X
X X X X X X X
X X
X
X
X X X X
X
X X
X X X
X
X
X
E101 ELECTRICAL B400 CRAWL SPACE PLAN POWER PLAN
E102 ELECTRICAL B400 FIRST FLOOR PLAN POWER PLAN
E103 ELECTRICAL B400 SECOND FLOOR PLAN POWER PLAN
E104 E105 E106
ELECTRICAL B400 THIRD FLOOR PLAN POWER PLAN
ELECTRICAL B400 FOURTH FLOOR PLAN POWER PLAN
ELECTRICAL B401 CRAWL SPACE PLAN POWER PLAN
E107 E108
ELECTRICAL B401 SECOND FLOOR PLAN POWER PLAN
E109 E110 E111 E112
ELECTRICAL B403 CRAWL SPACE PLAN POWER PLAN
E113 E114
ELECTRICAL B410 FIRST FLOOR PLAN POWER PLAN
ELECTRICAL B411 FIRST FLOOR PLAN POWER PLAN
ELECTRICAL B412 FIRST FLOOR PLAN POWER PLAN
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
ELECTRICAL B403 SECOND FLOOR PLAN POWER PLAN
ELECTRICAL B403 THIRD FLOOR PLAN POWER PLAN
ELECTRICAL B409 FIRST FLOOR PLAN POWER PLAN
X X X X X
X X X X X X X X X X X X X X X X X
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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VA FORM 08-6231, OCT 1978
ADG-W-16
Rectangle
A B C D E F G H I J K L M N P Q R S
H.4 H.9 L.1
L.8
T
4.8
8.6
8.9
H G
F E
D
C B
A
H G
F
E
D C
B A
G.3 G.9 L.7J.9 K.1
3.6
2.6
1.6
L.2
8.6
B.9 C.1 Q R
9.9
9.5
A B C D E F G H J K L M N P Q R S T
A B C D E F G H J K L M N P Q R S
U
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12.1
0.5
6.5
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked By:
Building Number
Project Number
Drawing Number
Drawn By:
Revisions: Date
PROJECT LEADER:
1 2 3 4 5 6 87 9
D
C
B
A
97 8654321
VA Medical Center Tomah, WI
676-22-101
Office of
Facilities
Management
JULY 10, 2023
CONSULTANTS:
500 E. VETERANS ST.
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
FIX LEGIONELLA
DEFICIENCIES
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
E
F
ISSUE FOR BID
B403
GENERAL
PHASING DRAWINGS
1/32" = 1'-0"
PHASE 5 - B403
GC101
1/32" = 1'-0"
PHASE 1- B412
1/32" = 1'-0"
PHASE 2 - B411
1/32" = 1'-0"
PHASE 3- B410
1/32" = 1'-0"
PHASE 4- B409
1/32" = 1'-0"
PHASE 6 - B401
1/32" = 1'-0"
PHASE 7 - B400
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PANTRY
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VESTIBULE
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SOILED
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DINING
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OFFICE
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LAUNDRY
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CORRIDOR
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CORR
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HEARTH ROOM
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BEDROOM
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BEDROOM
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BEDROOM
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DEN
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GARAGE
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VEST
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LAUNDRY
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SOILED
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CLEAN
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ELEV
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UP
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CORRIDOR
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OC11
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LACTATION
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FAMILY
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RM 2
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CONSULT
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CONSULT
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CONF
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STORAGE
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LOGISTICS
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CLEAN UTILITY
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NURSE
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MANAGER
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UTILITY/SPD
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STAFF TLT
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PATIENT
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STAIRS
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EQ. ALCOVE
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CHECK IN/OUT
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STOR
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TELEHEALTH
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CONSULT RM 3
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UTILITY
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CLEAN
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SOLID UTILITY
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SUPPLY
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CLEAN
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HEALTH
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MENTAL
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BARIATRIC
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WOMENS HEALTH
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WOMENS
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BARIATRIC
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CORRIDOR
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CORRIDOR
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TRIAGE
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MEDS
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WAITING
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ANTE RM
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TLT
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EXAM 1
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ALCOVE
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WHEELCHAIR
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HAC
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CORR
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GENERAL NOTES:
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1. COMPLETE EACH PHASE BEFORE MOVING ON TO NEXT PHASE. MUST GET APPROVAL FROM VA. COMPLETE EACH PHASE BEFORE MOVING ON TO NEXT PHASE. MUST GET APPROVAL FROM VA. 2. IF WORK IS IN CORRIDOR, WORK MUST BE COMPLETE AT NIGHT AND COMMUNICATED WITH VA. IF WORK IS IN CORRIDOR, WORK MUST BE COMPLETE AT NIGHT AND COMMUNICATED WITH VA. 3. DEAD LEG REMOVAL AND/OR DOMESTIC SUPPLY SYSTEM, CONTRACTOR NEEDS TO REMOVE AIR FROM SYSTEM PRIOR DEAD LEG REMOVAL AND/OR DOMESTIC SUPPLY SYSTEM, CONTRACTOR NEEDS TO REMOVE AIR FROM SYSTEM PRIOR TO START DATE. 4. COMPLETE SHUT DOWN SYSTEM IS REQUIRED 7 DAY NOTICE TO VA. COMPLETE SHUT DOWN SYSTEM IS REQUIRED 7 DAY NOTICE TO VA.
AutoCAD SHX Text DRAINING, FLUSHING, CLEANING AND FILLING PIPING SYSTEMS FOR DEAD LEG REMOVAL A. NOTIFY THE VA COR AND DESIGNATED VA CONSTRUCTION PERSONNEL 10 WORKING DAYS PRIOR TO WHOLE OR PARTIAL NOTIFY THE VA COR AND DESIGNATED VA CONSTRUCTION PERSONNEL 10 WORKING DAYS PRIOR TO WHOLE OR PARTIAL BUILDING DOMESTIC WATER SHUT-DOWN REQUIREMENT. THE VA COR WILL PROVIDE AUTHORIZATION OR DENIAL WITHIN 7 WORKING DAYS OF SUBMITTING THE SHUT-DOWN REQUEST. B. ALL WHOLE OR PARTIAL DOMESTIC WATER SHUT-DOWNS SHALL TAKE PLACE BETWEEN THE HOURS OF 6:00 PM AND ALL WHOLE OR PARTIAL DOMESTIC WATER SHUT-DOWNS SHALL TAKE PLACE BETWEEN THE HOURS OF 6:00 PM AND 6:00 AM MONDAY THROUGH THURSDAY. THE SYSTEM MUST BE FULL AND AIR EVACUATED BY 6:00 AM. C. PROVIDE EXACT LOCATIONS INCLUDING BUILDING, FLOOR, WING (SECTION OF BUILDING), ROOMS REQUIRING ACCESS AND PROVIDE EXACT LOCATIONS INCLUDING BUILDING, FLOOR, WING (SECTION OF BUILDING), ROOMS REQUIRING ACCESS AND SPECIAL REQUIREMENTS FOR WORK. D. PROVIDE A LIST OF ALL WORK TO BE FINISHED FOR EACH SHUT-DOWN. PROVIDE A LIST OF ALL WORK TO BE FINISHED FOR EACH SHUT-DOWN. E. PROTECT THE EQUIPMENT, WALLS, FLOORS AND FURNISHINGS IN THE AREA OF WORK. PROTECT THE EQUIPMENT, WALLS, FLOORS AND FURNISHINGS IN THE AREA OF WORK. F. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE AREAS OF WORK PRIOR TO STARTING WORK AND AT THE THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE AREAS OF WORK PRIOR TO STARTING WORK AND AT THE COMPLETION OF WORK. CREATE AN INDIVIDUAL REPORT FOR EACH LOCATION AND SUBMIT TO THE COR. G. HAVE ALL REQUIRED MATERIALS ON-SITE 5 WORKING DAYS BEFORE THE SHUT-DOWN DATE. PROVIDE EVIDENCE TO THE HAVE ALL REQUIRED MATERIALS ON-SITE 5 WORKING DAYS BEFORE THE SHUT-DOWN DATE. PROVIDE EVIDENCE TO THE COR OR DESIGNATED REPRESENTATIVE. H. GENERAL PROCEDURES: GENERAL PROCEDURES: 1. PROTECT THE EQUIPMENT, WALLS, FLOORS AND FURNISHINGS IN THE AREA OF WORK. PROVIDE PLASTIC COVERING PROTECT THE EQUIPMENT, WALLS, FLOORS AND FURNISHINGS IN THE AREA OF WORK. PROVIDE PLASTIC COVERING OVER EQUIPMENT AND FURNISHINGS. HAVE READY AT EACH LOCATION 20 LINEAL FEET OF WATER-ACTIVATED FLOOD BARRIERS AND 20 ABSORBENT FLOOR PADS MINIMUM OF 31” X 40” IN SIZE. X 40” IN SIZE. IN SIZE. 2. REMOVE CEILING TILES IN THE AREA(S) APPROVED FOR WORK PER THE CONSTRUCTION DRAWINGS. STORE THE REMOVE CEILING TILES IN THE AREA(S) APPROVED FOR WORK PER THE CONSTRUCTION DRAWINGS. STORE THE EXISTING TILES SAFELY FOR REINSTALLATION. HAVE READY 2 NEW CEILING TILES THAT MATCH THE EXISTING TILES FOR REPLACEMENT AS NECESSARY. A GENERAL CEILING TILE STYLE MAY BE USED THAT MATCHES MOST OF THE CAMPUS EXISTING TILES. SUBMIT THE PROPOSED TILE FOR COR APPROVAL. 3. SHUT-OFF MAIN SUPPLY VALVE. COORDINATE THE VA PLUMBING AND MECHANICAL MAINTENANCE SUPERVISOR FOR THE SHUT-OFF MAIN SUPPLY VALVE. COORDINATE THE VA PLUMBING AND MECHANICAL MAINTENANCE SUPERVISOR FOR THE CORRECT VALVE TO USE. 4. OPEN VALVES IN THE MECHANICAL ROOM AND AT THE TOP OF THE SYSTEM TO DRAIN THE ENTIRE SYSTEM. IF PARTIAL OPEN VALVES IN THE MECHANICAL ROOM AND AT THE TOP OF THE SYSTEM TO DRAIN THE ENTIRE SYSTEM. IF PARTIAL SHUT-DOWN IS POSSIBLE COORDINATE VALVES TO USE WITH THE VA PLUMBING AND MECHANICAL MAINTENANCE SUPERVISOR. 5. ONCE THE DOMESTIC WATER SYSTEM IS COMPLETELY DRAINED PERFORM THE WORK TO REMOVE DEAD LEGS OR ONCE THE DOMESTIC WATER SYSTEM IS COMPLETELY DRAINED PERFORM THE WORK TO REMOVE DEAD LEGS OR REPLACE PIPING AS NOTED AND SHOWN ON THE CONSTRUCTION DRAWING SET. 6. FILL DOMESTIC WATER SYSTEM. VERIFY THE NEW WORK IS TIGHT AND NOT LEAKING. FILL DOMESTIC WATER SYSTEM. VERIFY THE NEW WORK IS TIGHT AND NOT LEAKING. 7. REINSULATE. PERFORM THE WORK FOR INSULATION REPLACEMENT OR INSULATING UNINSULATED PIPING NOTED ON REINSULATE. PERFORM THE WORK FOR INSULATION REPLACEMENT OR INSULATING UNINSULATED PIPING NOTED ON CONSTRUCTION DRAWINGS. 8. OPEN OUTLETS AND AIR RELEASE DEVICES AT THE TOP OF THE SYSTEM. OPERATE ALL FAUCETS IN THE BUILDING TO OPEN OUTLETS AND AIR RELEASE DEVICES AT THE TOP OF THE SYSTEM. OPERATE ALL FAUCETS IN THE BUILDING TO PURGE AIR. 9. CLOSE CEILING BY REPLACING ALL TILES. CLOSE CEILING BY REPLACING ALL TILES. 10. REMOVE WATER PROTECTION EQUIPMENT. REMOVE WATER PROTECTION EQUIPMENT. 11. REMOVES PROTECTIVE COVERINGS. REMOVES PROTECTIVE COVERINGS. 12. SWEEP AND/OR VACUUM ALL AREAS OF WORK. SWEEP AND/OR VACUUM ALL AREAS OF WORK. I. FOR INSULATION REPLACEMENT OR INSULATING UNINSULATED PIPING NOTED ON CONSTRUCTION DRAWINGS: FOR INSULATION REPLACEMENT OR INSULATING UNINSULATED PIPING NOTED ON CONSTRUCTION DRAWINGS: 1. THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE AREAS OF WORK PRIOR TO STARTING WORK AND AT THE THE CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE AREAS OF WORK PRIOR TO STARTING WORK AND AT THE COMPLETION OF WORK. CREATE AN INDIVIDUAL REPORT FOR EACH LOCATION AND SUBMIT TO THE COR. 2. HAVE ALL REQUIRED MATERIALS ON-SITE 5 WORKING DAYS BEFORE THE SHUT-DOWN DATE. PROVIDE EVIDENCE TO HAVE ALL REQUIRED MATERIALS ON-SITE 5 WORKING DAYS BEFORE THE SHUT-DOWN DATE. PROVIDE EVIDENCE TO THE COR OR DESIGNATED REPRESENTATIVE. 3. PROTECT THE EQUIPMENT, WALLS, FLOORS AND FURNISHINGS IN THE AREA OF WORK. PROVIDE PLASTIC COVERING PROTECT THE EQUIPMENT, WALLS, FLOORS AND FURNISHINGS IN THE AREA OF WORK. PROVIDE PLASTIC COVERING OVER EQUIPMENT AND FURNISHINGS. 4. REMOVE CEILING TILES IN THE AREA(S) APPROVED FOR WORK PER THE CONSTRUCTION DRAWINGS. STORE THE REMOVE CEILING TILES IN THE AREA(S) APPROVED FOR WORK PER THE CONSTRUCTION DRAWINGS. STORE THE EXISTING TILES SAFELY FOR REINSTALLATION. HAVE READY 2 NEW CEILING TILES THAT MATCH THE EXISTING TILES FOR REPLACEMENT AS NECESSARY. A GENERAL CEILING TILE STYLE MAY BE USED THAT MATCHES MOST OF THE CAMPUS EXISTING TILES. SUBMIT THE PROPOSED TILE FOR COR APPROVAL. 5. REINSULATE. PERFORM THE WORK FOR INSULATION REPLACEMENT OR INSULATING UNINSULATED PIPING NOTED ON REINSULATE. PERFORM THE WORK FOR INSULATION REPLACEMENT OR INSULATING UNINSULATED PIPING NOTED ON CONSTRUCTION DRAWINGS. 6. CLOSE CEILING BY REPLACING ALL TILES. CLOSE CEILING BY REPLACING ALL TILES. 7. REMOVE PROTECTIVE COVERINGS. REMOVE PROTECTIVE COVERINGS. 8. SWEEP AND/OR VACUUM ALL AREAS OF WORK. SWEEP AND/OR VACUUM ALL AREAS OF WORK. J. THE ABOVE PROCEDURES ARE PROVIDED AS A MINIMUM LEVEL OF WORK AND PROTECTION FOR THE VA. THE THE ABOVE PROCEDURES ARE PROVIDED AS A MINIMUM LEVEL OF WORK AND PROTECTION FOR THE VA. THE CONTRACTOR SHALL PROVIDE A PROCEDURE FOR EACH SHUT-DOWN INCLUDING BUILDING, FLOOR, WING (SECTION) AND ROOMS TO BE WORKED IN AS WELL AS AN OUTLINED PROCEDURE TO ACCOMPLISH THE WORK.
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REQUIRED WORK FOR DOMESTIC WATER SHUTDOWNS:
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PHASE 3
AutoCAD SHX Text 3A - BASEMENT MECHANICAL ROOM 3B - FIRST FLOOR - SEE DRAWINGS AD111 AND AS111- SEE DRAWINGS AD111 AND AS111
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PHASE 4
AutoCAD SHX Text 4A - BASEMENT MECHANICAL ROOM 4B - FIRST FLOOR - SEE DRAWINGS AD110 AND AS110- SEE DRAWINGS AD110 AND AS110
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PHASE 5
AutoCAD SHX Text 5A - CRAWL SPACE INCLUDING MECHANICAL ROOM 5B - FIRST FLOOR - SEE DRAWINGS AD107 AND AS107 - SEE DRAWINGS AD107 AND AS107 5C - SECOND FLOOR - SEE DRAWINGS AD108 AND AS108 - SEE DRAWINGS AD108 AND AS108 5D - THIRD FLOOR - SEE DRAWINGS AD109 AND AS109 - SEE DRAWINGS AD109 AND AS109 5E - ATTIC SPACE
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PHASE 6
AutoCAD SHX Text 6A - CRAWL SPACE INCLUDING MECHANICAL ROOM 6B - FIRST FLOOR - SEE DRAWINGS AD105 AND AS105 - SEE DRAWINGS AD105 AND AS105 6C - SECOND FLOOR - SEE DRAWINGS AD106 AND AS106 - SEE DRAWINGS AD106 AND AS106 6D - THIRD FLOOR 6E - ATTIC SPACE
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PHASE 7
AutoCAD SHX Text 7A - CRAWL SPACE INCLUDING MECHANICAL ROOM 7B - FIRST FLOOR - SEE DRAWINGS AD101 AND AS101 - SEE DRAWINGS AD101 AND AS101 7C - SECOND FLOOR - SEE DRAWINGS AD102 AND AS101 - SEE DRAWINGS AD102 AND AS101 7D - THIRD FLOOR - SEE DRAWINGS AD103 AND AS103 - SEE DRAWINGS AD103 AND AS103 7F - FOURTH FLOOR - SEE DRAWINGS AD104 AND AS104 - SEE DRAWINGS AD104 AND AS104 7E - ATTIC SPACE
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PHASE 2
AutoCAD SHX Text 2A - BASEMENT MECHANICAL ROOM 2B - FIRST FLOOR - SEE DRAWINGS AD112 AND AS112- SEE DRAWINGS AD112 AND AS112
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PHASE 1
AutoCAD SHX Text 1A - BASEMENT MECHANICAL ROOM 1B - FIRST FLOOR - SEE DRAWINGS AD113 AND AS113- SEE DRAWINGS AD113 AND AS113
AutoCAD SHX Text DUE TO THE CONTINUED OCCUPANCY OF ALL FLOORS INVOLVED IN THIS PROJECT EXCEPT THE CRAWL SPACES AND ATTICS HEPA CARTS MAY BE USED WITH PRIOR APPROVAL ON FIRST, SECOND, AND THIRD FLOORS AND THE FOURTH FLOOR OF B400. ALL HEPA CARTS MUST FOLLOWING THESE REQUIREMENTS FOR USE: A. WORKING DIMENSIONS: WORKING DIMENSIONS: 1. COLLAPSED DIMENSIONS 29"W x 74"L x 68"H - FITS THROUGH A 36" DOOR FRAME. COLLAPSED DIMENSIONS 29"W x 74"L x 68"H - FITS THROUGH A 36" DOOR FRAME. 2. EXTENDED REACHES UP TO 10'-6" WITH STANDARD ENCLOSURE. EXTENDED REACHES UP TO 10'-6" WITH STANDARD ENCLOSURE. B. STRUCTURE: STRUCTURE: 1. FULLY BOXED ALUMINUM FRAME WITH CASTER AND WHEEL ASSEMBLY RATED FOR 900 POUNDS EACH. FULLY BOXED ALUMINUM FRAME WITH CASTER AND WHEEL ASSEMBLY RATED FOR 900 POUNDS EACH. 2. TOTAL CART RATED FOR 1,500 POUNDS. TOTAL CART RATED FOR 1,500 POUNDS. 3. ALL FOUR CASTERS ARE NON-MARRING, SELF BRAKING. ALL FOUR CASTERS ARE NON-MARRING, SELF BRAKING. 4. SWIVEL LOCKS ON ONE END. SWIVEL LOCKS ON ONE END. C. HEPA-FILTERED NEGATIVE AIR MACHINE: HEPA-FILTERED NEGATIVE AIR MACHINE: 1. LAB-TESTED DESIGN, INDIVIDUALLY TESTED UNITS WITH CERTIFIED TESTING RESULTS AND DOCUMENTATION. LAB-TESTED DESIGN, INDIVIDUALLY TESTED UNITS WITH CERTIFIED TESTING RESULTS AND DOCUMENTATION. 2. MEDICAL GRADE 99.99% AT 0.03 MICRON, MERV 18 PLUS DOUBLE CASKETED. FAN RATED AT 750 CFM. MEDICAL GRADE 99.99% AT 0.03 MICRON, MERV 18 PLUS DOUBLE CASKETED. FAN RATED AT 750 CFM. D. ELECTRICAL: ELECTRICAL: 1. THREE-WAY ELECTRICAL WIRED FOR 120V AND POWER SAFELY CONTROLLED INSIDE AND OUTSIDE THE CART FOR BEST IC PRACTICES. THREE-WAY ELECTRICAL WIRED FOR 120V AND POWER SAFELY CONTROLLED INSIDE AND OUTSIDE THE CART FOR BEST IC PRACTICES. 2. INCLUDES A 25 FOOT RETRACTABLE EXTENSION CORD, CONVENIENCE OUTLETS AND LIGHTING. INCLUDES A 25 FOOT RETRACTABLE EXTENSION CORD, CONVENIENCE OUTLETS AND LIGHTING. E. MECHANISM: MECHANISM: 1. AUTOMATED RAISE/LOWER AUTOMATED RAISE/LOWER 2. PUSH BUTTONS RAISE AND LOWER THE ENCLOSURE UP TO 10'-6" STANDARD. PUSH BUTTONS RAISE AND LOWER THE ENCLOSURE UP TO 10'-6" STANDARD. 3. TWO ACTUATORS EACH, RATED FOR 200 POUNDS. TWO ACTUATORS EACH, RATED FOR 200 POUNDS. 4. RAISE AND LOWER IN 30 SECONDS OR LESS WITH NO TOOLS. RAISE AND LOWER IN 30 SECONDS OR LESS WITH NO TOOLS. F. ADJUSTABLE ADVANCED ENCLOSURE: ADJUSTABLE ADVANCED ENCLOSURE: 1. ENCLOSURE FABRICATED WITH DURABLE, HEALTHCARE APPROVED, ANTI-MICROBIAL, ANTI-STATIC, FIRE RESISTANT, EASY 2. TO CLEAN MATERIAL, TRANSLUCENT. ENCLOSURE FABRICATED WITH DURABLE, HEALTHCARE APPROVED, ANTI-MICROBIAL, ANTI-STATIC, FIRE RESISTANT, EASY 2. TO CLEAN MATERIAL, TRANSLUCENT. TO CLEAN MATERIAL, TRANSLUCENT. G. REQUIRED FOR ENCLOSURE AND CART: REQUIRED FOR ENCLOSURE AND CART: 1. TWO PASS THROUGH SLIPS, CLEAR ZIPPING CLOSED-TOP AND SLIDE-OUT/OFFSET TOP FRAME TO WORK AROUND WALL OBSTACLES. TWO PASS THROUGH SLIPS, CLEAR ZIPPING CLOSED-TOP AND SLIDE-OUT/OFFSET TOP FRAME TO WORK AROUND WALL OBSTACLES. 2. LOCKABLE WITH KEY AND KEY SET. LOCKABLE WITH KEY AND KEY SET. 3. WINDOW WORK ORDER/PERMIT SLID HOLDER. WINDOW WORK ORDER/PERMIT SLID HOLDER. 4. NEGATIVE AIR INDICATOR MANOMETER. NEGATIVE AIR INDICATOR MANOMETER. 5. WALK-OFF MAT STORAGE COMPARTMENT BELOW DOOR.WALK-OFF MAT STORAGE COMPARTMENT BELOW DOOR.
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REQUIRED HEPA CART FOR DAY WORK, 6 AM TO 6 PM:
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AutoCAD SHX Text one and one half inches = one foot
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VA FORM 08-6231, OCT 1978
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GC102
KAB
GENERAL
INFECTION CONTROL
GENERAL NOTES AND DETAILS
HFB
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
VA Medical Center Tomah, WI
676-22-101
Office of
Facilities
Management
JULY 10, 2023
CONSULTANTS:
500 E. VETERANS ST.
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
FIX LEGIONELLA
DEFICIENCIES
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
E
F
ISSUE FOR BID
INFECTION CONTROL RISK ASSESSMENT:
1/2" = 1'-0"
1 HOUR CONSTRUCTION (UL #465) & INFECTION CONTROL BARRIER
ICB-1
1/2" = 1'-0"
ICB-2
6 MIL. POLY CRITICAL BARRIER
NTS
HEPACART USAGE DETAIL - READ O&M MANUAL BEFORE USE
INFECTION CONTROL GENERAL NOTES:
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6 MIL. POLY CRITICAL BARRIER CEILING PENETRATION
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NOTE: ALL CORNERS TO BE 90 DEGREE ANGLE WITH NO RADIUS
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FLOOR
AutoCAD SHX Text SEAL ALL CRACKS WITH DUCT TAPE & 6 MIL. POLY CRITICAL BARRIER OVER DOORS & WINDOWS
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6 MIL. POLY OVER EQUIPMENT OR FURNISHING
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6 MIL. POLY WALL OPENING CRITICAL BARRIER
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WALL PROTRUSION SEAL WITH DUCT TAPE ALL SIDES
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CEILING
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ZIPPED ACCESS DOOR IN POLY WALL
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HAND SANITIZER
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NOTE: ALL CORNERS TO BE 90 DEGREE ANGLE WITH NO RADIUS
AutoCAD SHX Text SEAL ALL CRACKS WITH DUCT TAPE & 6 MIL. POLY CRITICAL BARRIER OVER DOORS & WINDOWS
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DOOR
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WALL PROTRUSION SEAL WITH DUCT TAPE ALL SIDES
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FLOOR
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CEILING
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STRUCTURE
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KEYPAD LOCK W/ BEST 7-PIN INTERCHANGEABLE CORE, VERIFY W/VA COR OR CCR
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HAND SANITIZER
AutoCAD SHX Text DIGITAL PRESSURE MONITOR. SIMILAR EQUIVALENT TO STERALITE DIGITAL PRESSURE MONITOR. RANGE 0-0.25"
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TURN THUMBSCREW TO MOVE END CLOSURE
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WALL OBSTACLE
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1. POSITION HEPACART UNDER THE CEILING TILE TO BE REMOVED. POSITION HEPACART UNDER THE CEILING TILE TO BE REMOVED. 2. LOCK ALL (4) BRAKES ON THE CASTERS AT EACH CORNER. LOCK ALL (4) BRAKES ON THE CASTERS AT EACH CORNER. 3. SECURE THE OPERATIONAL AREA WHEN REQUIRED BY FACILITY SECURE THE OPERATIONAL AREA WHEN REQUIRED BY FACILITY GUIDELINES. 4. RAISE THE ENCLOSURE RAISE THE ENCLOSURE A) FOR 1 PERSON: START WITH THE UPPER SECTION OF THE FOR 1 PERSON: START WITH THE UPPER SECTION OF THE : START WITH THE UPPER SECTION OF THE POLE IN RAISING THE RETRACTABLE ENCLOSURE. EXTEND BOTH POLES ON ONE SIDE BY FIRST USING A QUARTER TURN COUNTER CLOCKWISE TO UNLOCK. (FIGURE 1) THEN RAISE AND TWIST CLOCKWISE TO LOCK. (ABOUT TO 2/3RDS OF THE WAY UP) 13 TO 2/3RDS OF THE WAY UP) MOVE TO THE OTHER SIDE AND RAISE ABOUT 2/3RDS OF THE WAY UP. MOVE BACK TO THE OTHER SIDE AND RAISE TO THE CEILING. COMPLETE THE OTHER SIDE. MAKE SURE TO COMPRESS THE SPRINGS AT THE TOP OF EACH POLE TO ENSURE A GOOD SEAL. UTILIZE THE SECOND POLE SECTION AS REQUIRED TO REACH THE CEILING HEIGHT AFTER THE FIRST SECTION HAS BEEN FULLY EXTENDED. HAND TIGHTEN THE POLES WITH ONLY MODERATE HAND TIGHTEN THE POLES WITH ONLY MODERATE PRESSURE. B) FOR 2 PEOPLE: BOTH WORKERS SHOULD START WITH THE FOR 2 PEOPLE: BOTH WORKERS SHOULD START WITH THE : BOTH WORKERS SHOULD START WITH THE UPPER POLE SECTION. EXTEND BOTH POLES ON BOTH SIDES SIMULTANEOUSLY BY FIRST USING A QUARTER TURN COUNTER CLOCKWISE TO UNLOCK. RAISE THE RETRACTABLE ENCLOSURE AND TWIST TO LOCK. REPEAT THE UNLOCK, RAISE, AND LOCK SEQUENCE UNTIL ENCLOSURE IS AT THE CEILING. MAKE SURE TO COMPRESS THE SPRINGS AT THE TOP OF EACH POLE TO ENSURE A GOOD SEAL. UTILIZE THE SECOND POLE SECTION AS REQUIRED TO REACH THE CEILING HEIGHT AFTER THE FIRST SECTION HAS BEEN FULLY EXTENDED. HAND TIGHTEN THE POLES HAND TIGHTEN THE POLES WITH ONLY MODERATE PRESSURE. 5. PLUG HEPACART INTO A GROUNDED OUTLET. PULL ENOUGH PLUG HEPACART INTO A GROUNDED OUTLET. PULL ENOUGH CORD FROM THE REEL TO ENSURE CORD LAYS FLAT ON THE FLOOR TO AVOID A TRIPPING HAZARD. A) TURN ON HEPACART NEGATIVE AIR MACHINE USING THE SWITCH LOCATED ON ONE END. 6. OPEN THE DOOR ON ONE END BY PULLING ON THE INSTALLED OPEN THE DOOR ON ONE END BY PULLING ON THE INSTALLED LATCH. 7. INSERT LADDER INTO THE HEPACART. INSERT LADDER INTO THE HEPACART. A) FOR A SHELF LADDER OR EXTENSION LADDER, USE INSTALLED LADDER STOPS ON THE FLOOR AND POSITION LADDER AGAINST INSTALLED LADDER REST. B) A 6 FT. OR 8 FT. LADDER CAN BE USED. A TALLER LADDER CAN BE USED IN CONJUNCTION WITH THE LADDER EXTENSION MODULE ACCESSORY. SOLD SEPARATELY. 8. ENTER HEPACART AND CLOSE THE DOOR. ENTER HEPACART AND CLOSE THE DOOR. 9. USE HEPACART FAN CONTROL KNOB TO SET AIRFLOW AS USE HEPACART FAN CONTROL KNOB TO SET AIRFLOW AS DESIRED. A) IF FLEXIBLE ENCLOSURE IS BILLOWING IN AND MAKING WORK DIFFICULT, REDUCE FAN SPEED. 10. ONCE WORK IS COMPLETE, REINSTALL CEILING TILE AND CLEAN ONCE WORK IS COMPLETE, REINSTALL CEILING TILE AND CLEAN THE INTERIOR OF THE CART AND WORKERS CLOTHING. 11. LEAVE THE FAN ON AND EXIT THE CONTAINMENT AREA. LEAVE THE FAN ON AND EXIT THE CONTAINMENT AREA. 12. WHEN READY TO MOVE TO AN NEW WORK AREA, USE THE WHEN READY TO MOVE TO AN NEW WORK AREA, USE THE SWITCH ON THE EXTERIOR OF THE CONTAINMENT CART TO TURN OFF THE FAN. 13. LOWER CONTAINMENT ENCLOSURE USING A QUARTER TURN LOWER CONTAINMENT ENCLOSURE USING A QUARTER TURN COUNTER CLOCKWISE LOWERING MOTION IN REVERSE OF STEP 4. HAND TIGHTEN POLES WITH ONLY MODERATE PRESSURE. 14. UNPLUG ELECTRICAL CORD AND RETRACT INTO CORD REEL. UNPLUG ELECTRICAL CORD AND RETRACT INTO CORD REEL. 15. UNLOCK ALL (4) CASTER BRAKES. IF NECESSARY, ENGAGE THE UNLOCK ALL (4) CASTER BRAKES. IF NECESSARY, ENGAGE THE TWO SWIVEL LOCKS AND MOVE TO THE NEXT WORK AREA.
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HEPACART - SEQUENCE OF OPERATION:
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HEPACART BASE
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CASTERS WITH BRAKES
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LONG SIDE VIEW
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SHORT SIDE VIEW
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OBSTICLE OFFSET
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TOP VIEW
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ENTRY SIDE
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DOOR
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INTERIOR OF HEPACART
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CONTAINMENT ENCLOSURE EXTENDED
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FILTERED EXHAUST
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EXISTING CEILING TILE
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TILE REMOVED
AutoCAD SHX Text STANDARD HEPACART: FULLY BOXED ALUMINUM FRAME AND CASTER ASSEMBLY RATED FOR 1500 LBS. PREMIUM DOOR PACKAGE WITH LOCK AND KEY, POLYCARBONATE WINDOW, AND WORK ORDER/PERMIT HOLDER. 3-WAY ELECTRICAL FOR CONTROL FROM INSIDE OR OUTSIDE OF THE CONTAINMENT CART. LED LIGHTING PACKAGE INCLUDING HALO LIGHT, SHELF LIGHT, AND IN-USE LIGHT. 25' RETRACTABLE CORD REEL. REPLACE HEPA FILTER PER MANUFACTURERS REQUIREMENTS.
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HEPACART
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EXTEND ENCLOSURE TO EXISTING CEILING GRID AND MAINTAIN SEAL
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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
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AutoCAD SHX Text three eighths inch = one foot
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VA FORM 08-6231, OCT 1978
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%%UOF BARRIER
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%%U"WORK" SIDE
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EXISTING CEILING
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CONTINUOUS MUD AND TAPE EACH SIDE
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COMPRESSIBLE INSULATION
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CONTINUOUS MUD AND TAPE EACH SIDE
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EXISTING FINISHED FLOOR
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3 5/8" STEEL STUDS @ 16" OC WITH FULL BATT SOUND ATTENUATING INSULATION
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(1) LAYER 5/8" GYP BD EACH SIDE.
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6 MIL POLY WITH TAPED SEAMS
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6 MIL POLY WITH TAPED SEAMS
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%%UOF BARRIER
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%%UOCCUPIED SIDE
1. SEE SPECIFICATION SECTION 013526 FOR INFECTION CONTROL DESIGN SEE SPECIFICATION SECTION 013526 FOR INFECTION CONTROL DESIGN REQUIREMENTS. 2. CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL CONTRACT CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL CONTRACT WORKERS ON SITE HAVE BEEN SCREENED FOR TUBERCULOSIS WITHIN 90 DAYS PRIOR TO ASSIGNMENT TO THE WORKSITE AND HAVE BEEN FOUND TO HAVE NEGATIVE SCREENING REACTIONS. 3. THE INTENT OF INFECTION CONTROL (IC) ISOLATION IS TO PROTECT PATIENTS THE INTENT OF INFECTION CONTROL (IC) ISOLATION IS TO PROTECT PATIENTS IN THE HOSPITAL WHO HAVE LOW IMMUNE LEVELS. THEREFORE, CONSTRUCTION OPERATIONS NEED TO BE DIRECTED TO CONTAIN DUST AND PARTICULATE MATTER TO THE CONSTRUCTION AREA. 4. PROVIDE TRIATEK ISOLATION MONITORS DURING CLASS III OR CLASS IV PROVIDE TRIATEK ISOLATION MONITORS DURING CLASS III OR CLASS IV CONSTRUCTION OPERATIONS. EACH AREA TO BE UNDER NEGATIVE PRESSURE (0.02"WC) DURING THESE OPERATIONS. MONITOR TO MEASURE PRESSURE DIFFERENTIAL BETWEEN CONSTRUCTION AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA COR 5. DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA USE TRIATEK DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA USE TRIATEK ISOLATION MONITORS, MINIMUM (1) ONE IN AREAS LESS THAN 1000 SF, (2) TWO MINIMUM IN AREAS BETWEEN 1000 SF AND 5000 SF, AND (3) THREE FOR AREAS BETWEEN 5000 SF AND 10000 SF. CONTRACTOR SHALL PROVIDE EXISTING POWER CONNECTIONS FOR TRIATEK ISOLATION MONITORS OR PROVIDE TEMPORARY POWER TO TRIATEK ISOLATION MONITORS DURING CONSTRUCTION. 6. PROVIDE BALANCING DAMPER IN THE BRANCH SUPPLY & EXHAUST DUCT PROVIDE BALANCING DAMPER IN THE BRANCH SUPPLY & EXHAUST DUCT WORK SERVING THE AFFECTED AREA. TEMPORARILY BALANCE AIR FLOW TO PROVIDE NEGATIVE AIR FLOW IN CONSTRUCTION ZONE AT ALL TIMES AS INDICATED IN NOTE BELOW. DAMPERS TO REMAIN IN DUCT AFTER CONSTRUCTION IS COMPLETE AND IS TO BE SECURED IN FINAL BALANCING POSITION PRIOR TO TURNING SYSTEM OVER FOR OCCUPANCY. 7. THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR MACHINES TO THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR MACHINES TO COMPLETELY EXCHANGE THE REGULATED AREA AIR VOLUME (4) FOUR ACTUAL TIMES PER HOUR. THE COMPETENT PERSON SHALL DETERMINE THE NUMBER OF UNITS NEEDED FOR EACH REGULATED AREA BY DIVIDING THE CUBIC FEET IN THE REGULATED AREA BY (15) FIFTEEN AND THEN DIVIDING THAT RESULT BY THE ACTUAL CUBIC FEET PER MINUTE (CFM) FOR EACH UNIT TO DETERMINE THE NUMBER OF UNITS NEEDED TO EFFECT (4) FOUR AIR CHANGES PER HOUR. PROVIDE A STANDBY UNIT IN THE EVENT OF MACHINE FAILURE AND/OR EMERGENCY IN AN ADJACENT AREA. 7A. THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION THE MINIMUM AIR CHANGE REQUIREMENTS ARE BEING MET. FULL COMPLIANCE WITH THE ICRA REQUIREMENTS MUST BE MAINTAINED AT EVERY ICRA INSTALLATION. PROVIDE THE VERIFICATION THROUGH DAILY REPORTS. SUBMISSION IS REQUIRED WHEN THE EQUIPMENT IS INSTALLED. SUBMIT THROUGH DAILY REPORTS FOR EACH ICRA BARRIER INSTALLED. IDENTIFY THE LOCATION BY BUILDING, FLOOR AND NEAREST ROOM NUMBER. 8. AS CONSTRUCTION PROGRESSES FROM TYPE D TO TYPE C (SEE AS CONSTRUCTION PROGRESSES FROM TYPE D TO TYPE C (SEE SPECIFICATION SECTION 013526 "SAFETY REQUIREMENTS") AND THEREON, REQUEST A NEW "INFECTION CONTROL CONSTRUCTION PERMIT" FROM THE VA INFECTION CONTROL NURSE. UPON AUTHORIZATION, PROCEED TO NEXT TYPE OF CONSTRUCTION. PROVIDE AT LEAST 10 DAYS NOTICE FOR EACH PERMIT. 9. CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER FROM FLOOR CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER FROM FLOOR TO DECK/FLOOR ABOVE. SEE DETAILS THIS SHEET & SPECIFICATION SECTION 013526. EXCEPTION: IF BARRIER IS ADJACENT TO A SMOKE, FIRE, OR EXISTING WALL CONSTRUCTION WHICH WILL NOT BE DEMOLISHED AND TERMINATES TO FLOOR OR DECK ABOVE, THEN CONSTRUCT IC BARRIER FROM FLOOR TO ABOVE CORRIDOR CEILING WITH 6 MIL POLY BEING SEALED ON ALL EDGES: FLOOR, TOP OF WALL, SIDES, AND ALL PENETRATIONS. 10. GENERAL CONTRACTOR SHALL PROVIDE NEW CONSTRUCTION ACCESS DOORS GENERAL CONTRACTOR SHALL PROVIDE NEW CONSTRUCTION ACCESS DOORS AND KEYPAD LOCKS AT ALL BARRIERS. MAINTAIN ALL INFECTION CONTROL STANDARDS. CONTROL BARRIERS ARE TO BE INSTALLED AND REMOVED ONLY BEFORE 7:00 A.M. AND AFTER 8:00 P.M. IN OCCUPIED AREAS. 12. EGRESS IS TO BE MAINTAINED TO THE STAIRWELLS AT ALL TIMES. 13. PRIOR TO ANY REMOVAL OF SMOKE BARRIER FIRE RATED WALLS, CONSTRUCT NEW SMOKE BARRIER/APPROPRIATE FIRE RATED WALLS PER NEW PLANS OR CONSTRUCT INFECTION CONTROL BARRIER TO ACT AS SMOKE BARRIER. 14. A PORTION OF THE CORRIDOR MAY BE MADE AVAILABLE TO CREATE AN INFECTION CONTROL AREA; HOWEVER, A MINIMUM OF 3'-6" MUST BE MAINTAINED OPEN FOR THE MOVEMENT OF PERSONNEL. THE CORRIDOR WILL NOT BE CLOSED OFF.
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
VA Medical Center Tomah, WI
676-22-101
Office of
Facilities
Management
JULY 10, 2023
CONSULTANTS:
500 E. VETERANS ST.
TOMAH, WI 54660
MEDICAL CENTER
VETERANS AFFAIRS
FULLY SPRINKLERED
FIX LEGIONELLA
DEFICIENCIES
3770 S. Pennsylvania Avenue, Unit 8
St. Francis, Wisconsin 53235
E
F
ISSUE FOR BID
KAB
ARCHITECTURAL
LEGENDS, ABBREVIATIONS,
AND NOTES
HFB
A001
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%%UABBREVIATIONS
AutoCAD SHX Text A AIR (MEDICAL) AIR (MEDICAL) AC ACOUSTICAL CEILING ACOUSTICAL CEILING ACS DR ACCESS DOOR ACCESS DOOR ACS PNL ACCESS PANEL ACCESS PANEL ACST ACOUSTIC ACOUSTIC ACT ACOUSTIC CEILING TILE ACOUSTIC CEILING TILE ADA AMERICAN WITH DISIBILITIES ACT AMERICAN WITH DISIBILITIES ACT ADDL ADDITIONAL ADDITIONAL ADH ADHESIVE ADHESIVE ADO AUTOMATIC DOOR OPERATOR AUTOMATIC DOOR OPERATOR ADJ ADJACENT, ADJOINING, OR ADJUSTABLE ADJACENT, ADJOINING, OR ADJUSTABLE AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AIR HANDLING UNIT ALT ALTERNATE ALTERNATE ALUM ALUMINUM ALUMINUM AMT AMOUNT AMOUNT ANOD ANODIZED ANODIZED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATELY APPROXIMATELY ARCH ARCHITECT ARCHITECT ASB ASBESTOS ASBESTOS ATTD ATTACHED ATTACHED AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY AVG AVERAGE AVERAGE AWT ACOUSTICAL WALL TREATMENT ACOUSTICAL WALL TREATMENT B BASE BASE BD BOARD BOARD BEJ BRICK…
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