S02 - Att 2 BAS Drawings 1 of 2 676-21-007.pdf

LOCATION MAP

PROJECT TEAM

PROJECT LEADER/ARCHITECT

PENN CONSTRUCTION GROOP

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

MECHANICAL

M001 MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES

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

F

D

C

B

A

97 8654321

Tomah, Wisconsin

676-21-007

Office of

Facilities

Management

100% BID DOCUMENTS

OCT 16, 2023

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

REPLACE BUILDING

AUTOMATION SYSTEM

(METASYS) DESIGN

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

GI001

KAB

TITLE SHEET

HFB

MD011 MECHANICAL SITE PLAN WEST - DEMOLITION

ST. FRANCIS LOCATION

3770 S. PENNSYLVANIA AVE., UNIT 8

ST. FRANCIS,WI 53235

PHONE: (414) 391-2797

PENN CONSTRUCTION GROUP

ST. FRANCIS LOCATION

3770 S. PENNSYLVANIA AVE., UNIT 8

ST. FRANCIS,WI 53235

PHONE: (414) 391-2797

MD012 MECHANICAL SITE PLAN EAST - DEMOLITION

MD101 B400 MECHANICAL FIRST FLOOR AND PARTIAL BASEMENT DEMOLITION PLANS

MD102 B400 MECHANICAL SECOND FLOOR DEMOLITION PLAN

MD103 B400 MECHANICAL THIRD FLOOR DEMOLITION PLAN

MD104 B400 MECHANICAL FOURTH DEMOLITION FLOOR

MD105 B400 MECHANICAL ATTIC DEMOLITION PLAN

MD106 B401 MECHANICAL FIRST FLOOR AND PARTIAL BASEMENT DEMOLITION PLANS

MD107

MD108

MD109

MD110

MD111

MD112

MD113

MD115

MD116

MD117

MD118

MD119

MD120

MD122

MD123

MD124

MD125

MD126

MD127

MD128

MD129

MD130

MD131

MD132

MD133

MD134

MD135

MD136

MD137

MD114

MD121

SHEET NUMBER SHEET NAME

GENERAL INFORMATION

GI001 TITLE SHEET

ISSUED FOR

35% BD

ISSUED FOR

65% DD

7/10/2023

5/26/2022

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ISSUED FOR

95% CD

8/07/2023

ISSUED FOR

100% CD

9/22/2023

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B401 MECHANICAL SECOND FLOOR DEMOLITION PLAN

B401 MECHANICAL THIRD FLOOR DEMOLITION PLAN

B401 MECHANICAL ATTIC DEMOLITION PLAN

B402 MECHANICAL FIRST FLOOR AND PARTIAL BASEMENT DEMOLITION PLANS

B402 MECHANICAL SECOND DEMOLITION PLAN

B402 MECHANICAL THIRD FLOOR DEMOLITION PLAN

B402 MECHANICAL ATTIC DEMOLITION PLAN

B403 MECHANICAL FIRST FLOOR AND PARTIAL BASEMENT DEMOLITION PLANS

B403 MECHANICAL SECOND FLOOR DEMOLITION PLAN

B403 MECHANICAL THIRD FLOOR DEMOLITION PLAN

B403 MECHANICAL ATTIC DEMOLITION PLAN

B404 MECHANICAL FIRST FLOOR AND PARTIAL BASEMENT DEMOLITION PLANS

B404 MECHANICAL SECOND FLOOR DEMOLITION PLAN

B404 MECHANICAL THIRD FLOOR DEMOLITION PLAN

B404 MECHANICAL ATTIC DEMOLITION PLAN

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B405 MECHANICAL FIRST FLOOR AND SECOND FLOOR DEMOLITION PLANS

B406 MECHANICAL FIRST FLOOR AND PARTIAL BASEMENT DEMOLITION PLANS

B406 MECHANICAL SECOND FLOOR DEMOLITION PLAN

B406 MECHANICAL THIRD FLOOR DEMOLITION PLAN

B406 MECHANICAL ATTIC DEMOLITION PLAN X

B407 MECHANICAL FIRST FLOOR AND PARTIAL BASEMENT DEMOLITION PLANS

B407 MECHANICAL SECOND FLOOR DEMOLITION PLAN

B407 MECHANICAL THIRD FLOOR DEMOLITION PLAN

(NOT USED)

B408 MECHANICAL FIRST FLOOR AND PARTIAL BASEMENT DEMOLITION PLANS

B408 MECHANICAL SECOND FLOOR DEMOLITION PLAN

B408 MECHANICAL THIRD FLOOR DEMOLITION PLAN

B408 MECHANICAL ATTIC DEMOLITION PLAN

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B409 MECHANICAL FIRST FLOOR AND BASEMENT DEMOLITION PLANS

B410 MECHANICAL FIRST FLOOR AND BASEMENT DEMOLITION PLANS X

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B411 MECHANICAL FIRST FLOOR AND ATTIC DEMOLITION PLANS

MD138

MD139

MD140

MD141

MD142

MD143

B412 MECHANICAL FIRST FLOOR AND ATTIC DEMOLITION PLANS

B415 MECHANICAL FIRST FLOOR, MEZZANINE AND UPPER MEZZANINE DEMOLITION PLANS

B416 MECHANICAL FIRST FLOOR AND BASEMENT DEMOLITION PLANS

B32 MECHANICAL FIRST FLOOR AND BASEMENT DEMOLITION PLANS

X

X

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X

B40 MECHANICAL GROUND DEMOLITION PLAN

B52/B455 MECHANICAL FIRST FLOOR DEMOLITION PLANS

MD144 B452/B424 MECHANICAL FIRST FLOOR AND ATTIC DEMOLITION PLANS

MD145 B425 MECHANICAL DEMOLITION PLAN

X

MH101 B400 MECHANICAL HVAC FIRST FLOOR AND PARTIAL BASEMENT PLANS

MH102 B400 MECHANICAL HVAC SECOND FLOOR PLAN

MH103 B400 MECHANICAL HVAC THIRD FLOOR PLAN

MH104 B400 MECHANICAL HVAC FOURTH FLOOR

MH105 B400 MECHANICAL HVAC ATTIC PLAN

MH106 B401 MECHANICAL HVAC FIRST FLOOR AND PARTIAL BASEMENT PLANS

MH107

MH108

MH109

MH110

MH111

MH112

MH113

MH115

MH116

MH117

MH118

MH119

MH120

MH122

MH123

MH124

MH125

MH126

MH127

MH128

MH129

MH130

MH131

MH132

MH133

MH134

MH135

MH136

MH137

MH114

MH121

B401 MECHANICAL HVAC SECOND FLOOR PLAN

B401 MECHANICAL HVAC THIRD FLOOR PLAN

B401 MECHANICAL HVAC ATTIC PLAN

B402 MECHANICAL HVAC FIRST FLOOR AND PARTIAL BASEMENT PLANS

B402 MECHANICAL HVAC SECOND FLOOR PLAN

B402 MECHANICAL HVAC THIRD FLOOR PLAN

B402 MECHANICAL HVAC ATTIC PLAN

B403 MECHANICAL HVAC FIRST FLOOR AND PARTIAL BASEMENT PLANS

B403 MECHANICAL HVAC SECOND FLOOR PLAN

B403 MECHANICAL HVAC THIRD FLOOR PLAN

B403 MECHANICAL HVAC ATTIC PLAN

B404 MECHANICAL HVAC FIRST FLOOR AND PARTIAL BASEMENT PLANS

B404 MECHANICAL HVAC SECOND FLOOR PLAN

B404 MECHANICAL HVAC THIRD FLOOR PLAN

B404 MECHANICAL HVAC ATTIC PLAN

B405 MECHANICAL HVAC FIRST FLOOR AND SECOND FLOOR PLANS

B406 MECHANICAL HVAC FIRST FLOOR AND PARTIAL BASEMENT PLANS

B406 MECHANICAL HVAC SECOND FLOOR PLAN

B406 MECHANICAL HVAC THIRD FLOOR PLAN

B406 MECHANICAL HVAC ATTIC PLAN

B407 MECHANICAL HVAC FIRST FLOOR AND PARTIAL BASEMENT PLANS

B407 MECHANICAL HVAC SECOND FLOOR PLAN

B407 MECHANICAL HVAC THIRD FLOOR PLAN

(NOT USED)

B408 MECHANICAL HVAC FIRST FLOOR AND PARTIAL BASEMENT PLANS

B408 MECHANICAL HVAC SECOND FLOOR PLAN

B408 MECHANICAL HVAC THIRD FLOOR PLAN

B408 MECHANICAL HVAC ATTIC PLAN

B409 MECHANICAL HVAC FIRST FLOOR AND BASEMENT PLANS

B410 MECHANICAL HVAC FIRST FLOOR AND BASEMENT PLANS

B411 MECHANICAL HVAC FIRST FLOOR AND ATTIC PLANS

MH138

MH139

MH140

MH141

MH142

MH143

B412 MECHANICAL HVAC FIRST FLOOR AND ATTIC PLANS

B415 MECHANICAL HVAC FIRST FLOOR, MEZZANINE, UPPER MEZZANINE PLANS

B416 MECHANICAL HVAC FIRST FLOOR AND BASEMENT PLANS

B32 MECHANICAL HVAC FIRST FLOOR AND BASEMENT PLANS

B40 MECHANICAL HVAC GROUND FLOOR PLAN

B52/B455 MECHANICAL HVAC FIRST FLOOR PLANS

MH144 B452/B424 MECHANICAL HVAC FIRST FLOOR AND ATTIC PLANS

MH145 B425 MECHANICAL HVAC GROUND FLOOR PLAN

PROJECT NO.: 676-21-007

REPLACE BUILDING AUTOMATION SYSTEM (METASYS)

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MD701 MECHANICAL OVERALL BAS NETWORK DIAGRAMS - DEMOLITION

MD702 MECHANICAL BAS NETWORK DIAGRAM BUILDING 400 - DEMOLITION

MD703

MD704

MD705

MD706

MD707

MD709

MD710

MD711

MD712

MD713

MECHANICAL BAS NETWORK DIAGRAM BUILDING 400 - DEMOLITION

MECHANICAL BAS NETWORK DIAGRAM BUILDING 401 - DEMOLITION

MECHANICAL BAS NETWORK DIAGRAM BUILDING 401 - DEMOLITION

MECHANICAL BAS NETWORK DIAGRAM BUILDING 402 - DEMOLITION

MECHANICAL BAS NETWORK DIAGRAM BUILDING 403 - DEMOLITION

MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 406, 407, AND 408 - DEMOLITION

MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 409 AND 410 - DEMOLITION

MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 411 AND 412 - DEMOLITION

MECHANICAL BAS NETWORK DIAGRAM BLDGS 32, 52, 415, 416, 424, 425 - DEMOLITION

MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 452 AND 455 - DEMOLITION

M011 MECHANICAL SITE PLAN WEST - NEW WORK

M012 MECHANICAL SITE PLAN EAST - NEW WORK

MECHANICAL - CONTINUED

SHEET NUMBER SHEET NAME

ISSUED FOR

35% BD

ISUED FOR

65% DD

7/10/2023

5/26/2022

ISUED FOR

95% CD

8/07/2023

ISUED FOR

100% CD

9/22/2023

M701

M702

M703

M704

M705

MECHANICAL OVERALL BAS NETWORK DIAGRAMS - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BUILDING 400 - NEW WORK

M706

M707

M708

M709

M710

M711

M712 X

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MECHANICAL BAS NETWORK DIAGRAM BUILDING 400 - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BUILDING 401 - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BUILDING 402 - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BUILDING 403 - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 404 AND 405 - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 406, 407, AND 408 - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 409 AND 410 - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 411 AND 412 - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BLDGS 32, 52, 415, 416, 424, 425 - NEW WORK

MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 452 AND 455 - NEW WORK

E001

ELECTRICAL PARTIAL POWER PLANS

ELECTRICAL

EP102

EP103

EP104

EP101

EP105

EP106

ELECTRICAL PARTIAL POWER PLANS

ELECTRICAL PARTIAL POWER PLANS

ELECTRICAL PARTIAL POWER PLANS

ELECTRICAL PARTIAL POWER PLANS

ELECTRICAL PARTIAL POWER PLANS

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M501 MECHANICAL DETAILS AND DIAGRAMS X

M502 MECHANICAL DETAILS AND DIAGRAMS X

M503 MECHANICAL DETAILS AND DIAGRAMS X

M504 MECHANICAL DETAILS AND DIAGRAMS X

ELECTRICAL SYMBOLS AND ABBREVIATIONS

EP107 ELECTRICAL PARTIAL POWER PLANS XX

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HA101

HA102

HA103

HA104

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B402 HAZARDOUS MATERIALS ATTIC PLAN

B403 HAZARDOUS MATERIALS ATTIC PLAN

B404 HAZARDOUS MATERIALS ATTIC PLAN

B408 HAZARDOUS MATERIALS ATTIC PLAN

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MD708 MECHANICAL BAS NETWORK DIAGRAM BUILDINGS 404 AND 405 - DEMOLITION

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HAZARDOUS MATERIALS

ISSUED FOR

100% BID

10/16/2023

ISUED FOR

100% BID

10/16/2023

GC101 NOTES AND PHASING

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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 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"

AutoCAD SHX Text

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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

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VA FORM 08-6231, OCT 1978

O

X

Y

G

E

N

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

F

D

C

B

A

97 8654321

Tomah, Wisconsin

676-21-007

Office of

Facilities

Management

100% BID DOCUMENTS

OCT 16, 2023

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

REPLACE BUILDING

AUTOMATION SYSTEM

(METASYS) DESIGN

3770 S. Pennsylvania Avenue, Unit 8

St. Francis, Wisconsin 53235

GENERAL

NOTES AND PHASING

1/100" = 1'-0"

PARTIAL SITE PLAN

GC101

AutoCAD SHX Text DUE TO THE CONTINUED OCCUPANCY OF ALL FLOORS INVOLVED IN THIS PROJECT, WITH THE EXCEPTION OF THE CRAWL SPACES, BASEMENTS AND ATTICS, HEPA CARTS MAY BE USED ON THE FIRST, SECOND, AND THIRD FLOORS (AND FOURTH FLOOR OF B400) WITH PRIOR APPROVAL BY THE VA. ALL HEPA CARTS MUST FOLLOWING THESE REQUIREMENTS FOR USE: A. WORKING DIMENSIONS: 1. COLLAPSED: 29"W x 74"L x 68"H - FITS THROUGH A 36" WIDE DOOR FRAME. COLLAPSED: 29"W x 74"L x 68"H - FITS THROUGH A 36" WIDE DOOR FRAME. 2. EXTENDED: REACHES UP TO 10'-6" WITH STANDARD ENCLOSURE. EXTENDED: REACHES UP TO 10'-6" WITH STANDARD ENCLOSURE. B. STRUCTURE: 1. FULLY BOXED ALUMINUM FRAME WITH CASTER AND WHEEL ASSEMBLY RATED FOR 900 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. SWIVEL LOCKS ON ONE END. ALL FOUR CASTERS ARE NON-MARRING, SELF BRAKING. SWIVEL LOCKS ON ONE END. C. HEPA-FILTERED NEGATIVE AIR MACHINE: 1. LAB-TESTED DESIGN, INDIVIDUALLY TESTED UNITS, WITH CERTIFIED TESTING RESULTS AND LAB-TESTED DESIGN, INDIVIDUALLY TESTED UNITS, WITH CERTIFIED TESTING RESULTS AND DOCUMENTATION 2. MEDICAL GRADE 99.97% AT 0.03 MICRON, MERV 18 PLUS, DOUBLE GASKETED. MEDICAL GRADE 99.97% AT 0.03 MICRON, MERV 18 PLUS, DOUBLE GASKETED. 3. FAN RATED AT 750 CFM. FAN RATED AT 750 CFM. D. ELECTRICAL: 1. THREE-WAY ELECTRICAL WIRED FOR 120V WITH POWER SAFELY CONTROLLED INSIDE AND THREE-WAY ELECTRICAL WIRED FOR 120V WITH POWER SAFELY CONTROLLED INSIDE AND OUTSIDE THE CART FOR BEST IC PRACTICES. 2. INCLUDES 25 FOOT RETRACTABLE EXTENSION CORD, CONVENIENCE OUTLETS, AND LIGHTING. INCLUDES 25 FOOT RETRACTABLE EXTENSION CORD, CONVENIENCE OUTLETS, AND LIGHTING. E. 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: 1. ENCLOSURE FABRICATED WITH DURABLE, HEALTHCARE APPROVED, ANTI-MICROBIAL, ENCLOSURE FABRICATED WITH DURABLE, HEALTHCARE APPROVED, ANTI-MICROBIAL, ANTI-STATIC, FIRE RESISTANT, EASY TO CLEAN MATERIAL; TRANSLUCENT. 2. EACH ENCLOSURE HAS TWO PASS-THRU SLIPS, CLEAR ZIPPING CLOSED TOP, AND EACH ENCLOSURE HAS TWO PASS-THRU SLIPS, CLEAR ZIPPING CLOSED TOP, AND SLIDE-OUT/OFFSET TOP-FRAME TO WORK AROUND WALL OBSTACLES. G. END-ENTRY DOOR: 1. LOCKABLE WITH KEY AND KEY SET. LOCKABLE WITH KEY AND KEY SET. 2. WINDOW AND WORK ORDER/PERMIT SLIDE HOLDER. WINDOW AND WORK ORDER/PERMIT SLIDE HOLDER. H. SAFETY FEATURES: 1. NEGATIVE AIR INDICATOR (MANOMETER). NEGATIVE AIR INDICATOR (MANOMETER). 2. WALK-OFF MAT STORAGE COMPARTMENT BELOW DOOR.WALK-OFF MAT STORAGE COMPARTMENT BELOW DOOR.

AutoCAD SHX Text

REQUIRED HEPA CART FOR DAY WORK, 6 AM TO 6 PM:

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GENERAL NOTES:

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1. VERIFY EXISTING CONDITIONS AND LOCATIONS IN FIELD PRIOR TO SUBMITTING PROPOSAL. VERIFY EXISTING CONDITIONS AND LOCATIONS IN FIELD PRIOR TO SUBMITTING PROPOSAL. FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR FROM PERFORMING THE WORK REQUIRED UNDER THIS CONTRACT. 2. ALL SUB-CONTRACTORS ARE ENCOURAGED TO VISIT AND ATTEND A PRE-BID WALK THRU TO ALL SUB-CONTRACTORS ARE ENCOURAGED TO VISIT AND ATTEND A PRE-BID WALK THRU TO INSPECT THE EXISTING AREA AND THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ACTUAL JOB CONDITIONS BEFORE SUBMITTING BID. 3. WHILE THE SIZE AND LOCATION OF NEW WORK AND EQUIPMENT IN THE EXISTING AREA HAS WHILE THE SIZE AND LOCATION OF NEW WORK AND EQUIPMENT IN THE EXISTING AREA HAS BEEN INDICATED ON THE DRAWINGS AS ACCURATELY AS POSSIBLE, CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID EXISTING UTILITIES, FIRE ALARM, ROOF DRAINS, ACCESS COVERS, AND OTHER STRUCTURES NOT PARTICULARLY SHOWN ON PLAN AT NO EXTRA COST. BEFORE CONSTRUCTION, INSPECT PREMISES AND MAKE A DETAILED EXAMINATION OF ALL LOCATIONS WHERE NEW WORK IS TO BE INSTALLED. EXAMINE EXISTING PIPING, CONDUITS, STRUCTURAL SUPPORTING BEAMS, AND OTHER CONDITIONS. 4. ACCESS TO ALL BUILDINGS AND PARKING AREAS MUST BE MAINTAINED THROUGHOUT THE ACCESS TO ALL BUILDINGS AND PARKING AREAS MUST BE MAINTAINED THROUGHOUT THE PROJECT. 5. CONTRACTOR IS TO COORDINATE ALL WORK THE THE VA'S CONTRACTING OFFICER'S CONTRACTOR IS TO COORDINATE ALL WORK THE THE VA'S CONTRACTING OFFICER'S REPRESENTATIVE (COR) 6. DO NOT INTERFERE WITH EXISTING BUILDINGS' MECHANICAL, ELECTRICAL, AND SECURITY DO NOT INTERFERE WITH EXISTING BUILDINGS' MECHANICAL, ELECTRICAL, AND SECURITY SYSTEMS OPERATIONS. IF IT IS NECESSARY TO SHUT DOWN FACILITY SYSTEMS AT ANY TIME, CONSULT VA COR TO MAKE ARRANGEMENTS TO DO SO DURING OFF-HOUR WORKING PERIODS AT THE VA'S CONVENIENCE. PRIOR NOTICE SHALL BE GIVEN TO THE VA AND ARCHITECT/ENGINEER (14) DAYS IN ADVANCE OF THE DESIRED SHUT-DOWN TIME. ANY PREMIUM OR OVERTIME COSTS NECESSARY TO ACCOMPLISH THE ABOVE SHALL BE INCLUDED IN THIS BID. FAILURE TO PROCEED WITHOUT PROPER PRIOR NOTIFICATION MAY RESULT IN THE ASSESSMENT OF A CREDIT TO THE CONTRACT. 7. CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. 8. CONTRACTOR SHALL PARK ONLY IN THE DESIGNATED PARKING AREAS AND ARE NOT TO PARK CONTRACTOR SHALL PARK ONLY IN THE DESIGNATED PARKING AREAS AND ARE NOT TO PARK ON THE LAWN AREAS; THE ONLY EXCEPTION IS TO LOAD AND UNLOAD SUPPLIES OR EQUIPMENT. 9. CONTRACTOR IS RESPONSIBLE FOR THE SAFEGUARDING OF THEIR TOOLS AND EQUIPMENT. ALL CONTRACTOR IS RESPONSIBLE FOR THE SAFEGUARDING OF THEIR TOOLS AND EQUIPMENT. ALL TOOLS AND EQUIPMENT ARE NOT TO BE LEFT UNATTENDED AND ARE TO BE SECURED AT ALL TIMES WHEN THE CONTRACTOR IS NOT PRESENT. 10. CONTRACTOR MUST CONTROL DEMOLITION AND CONSTRUCTION DUST FROM FACILITY BY CONTRACTOR MUST CONTROL DEMOLITION AND CONSTRUCTION DUST FROM FACILITY BY ERECTING A DUST BARRIER AND VENTILATION WITH HEPA FILTERS. IF VENTING TO OUTSIDE, THE CONTRACTOR WILL ENSURE NEGATIVE AIR PRESSURE IS MAINTAINED IN ENCAPSULATED WORK AREA. WHEN TRANSPORTING DEBRIS, WET DOWN SUFFICIENTLY TO PREVENT DUST SPREADING. 11. IF SCAFFOLDING IS USED, IT MUST BE USED IN ACCORDANCE WITH (OSHA) REGULATIONS AND IF SCAFFOLDING IS USED, IT MUST BE USED IN ACCORDANCE WITH (OSHA) REGULATIONS AND IS TO BE ENCLOSED FOR THE FIRST EIGHT FEET ABOVE GROUND AT END OF EACH WORKING DAY, UNTIL DISMANTLED. LADDERS MUST BE REMOVED AND LOCKED UP AT THE END OF EACH WORKING DAY TO PREVENT UNAUTHORIZED PERSONS FROM HAVING ACCESS. 12. PROTECT ALL EXISTING SURFACES FROM DAMAGE. ANY DAMAGED SURFACES SHALL BE PROTECT ALL EXISTING SURFACES FROM DAMAGE. ANY DAMAGED SURFACES SHALL BE REPLACED TO MATCH ORIGINAL ITEM, OR REPAIRED TO MATCH EXISTING OR ADJACENT MATERIAL AT THE END OF PHASE OF WORK OR WITHIN 10 WORKING DAYS, WHICHEVER IS SOONER. AS APPROVED BY THE VA COR. 13. CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REPLACING ANY DAMAGED LAWN. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REPLACING ANY DAMAGED LAWN. THE RESTORATION WILL BE PERFORMED BY A LANDSCAPE CONTRACTOR THAT REGULARLY DOES SODDING AS PART OF THEIR BUSINESS. ALL DAMAGED LAWN WILL BE OVERCUT BY 6" OR MORE TO ACCOMMODATE FULL WIDTH ROLLS OF SOD. TOPSOIL TO BE TILLED AND GRADED TO A SMOOTH MATCHING GRADE OF UNDAMAGED LAWN. SOD TO BE THOROUGHLY SATURATED WITH WATER UPON PLACEMENT. THE CONTRACTOR IS RESPONSIBLE FOR WATERING NEW SOD UNTIL PROJECT ACCEPTANCE BY THE COR. 14. CLEAN ALL DEBRIS FROM CONSTRUCTION SITE DAILY TO THE SATISFACTION OF THE VA COR. CLEAN ALL DEBRIS FROM CONSTRUCTION SITE DAILY TO THE SATISFACTION OF THE VA COR. 15. WORK HOURS: WORK HOURS: DAYTIME - NORMAL WORK THAT DOES NOT CREATE VIBRATION, LOUD NOISE OR ODORS, OR - NORMAL WORK THAT DOES NOT CREATE VIBRATION, LOUD NOISE OR ODORS, OR REQUIRES LOADING DOCK / TRUCK SPACE. NIGHT (8 PM - 6 AM) - WORK REQUIRING OUTAGES, TRUCK SPACE. SEE EXCEPTION. 8 PM - 6 AM) - WORK REQUIRING OUTAGES, TRUCK SPACE. SEE EXCEPTION. - WORK REQUIRING OUTAGES, TRUCK SPACE. SEE EXCEPTION. WEEKENDS - WORK THAT CREATES LOUD NOISE, VIBRATIONS, ODORS, OUTAGES AND/OR - WORK THAT CREATES LOUD NOISE, VIBRATIONS, ODORS, OUTAGES AND/OR TRUCK SPACE SEE EXCEPTION. EXCEPTION TO NIGHTS AND WEEKENDS: EXCEPTION IN ALL CLC'S HOUSING PATIENTS. GET THE COR, THE CLC'S MANAGING NURSE, AND THE VA TOMAH HEAD OF NURSING APPROVAL. 17. CONTRACTOR TO PROVIDE "SUBMITTAL EXCHANGE" SECURE ONLINE SYSTEM FOR EXCHANGING, REVIEWING AND ARCHIVING SUBMITTALS, RFIS, AND OTHER CONSTRUCTION COMMUNICATIONS ELECTRONICALLY.

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PHASING NOTES:

AutoCAD SHX Text REPLACE BUILDING AUTOMATION SYSTEM (METASYS) DESIGN CONSTRUCTION PHASING AND SUGGESTED INSTALLATION SEQUENCE. PHASE 1: B32 SERVER, B40 PC, SIEMENS HEAD END IN B40, RELATED NEW BAS SYSTEM OPERATING PROGRAMMING, NEW WINDOWS 10 INSTALLATION, AND BAS REQUIRED BAS SYSTEM CABLE INSTALLATION: A. WHILE THE EXISTING CAMPUS BAS SYSTEMS ARE STILL OPERATING, PROVIDE THE NEW WHILE THE EXISTING CAMPUS BAS SYSTEMS ARE STILL OPERATING, PROVIDE THE NEW SERVER IN BUILDING 32. SET-UP THE HARDWARE AND PROGRAMMING FOR FUTURE CONNECTIONS AS CAMPUS BUILDING BECOME AVAILABLE IN THE CONSTRUCTION SEQUENCE. B. WHILE THE EXISTING CAMPUS BAS SYSTEMS ARE STILL OPERATING, PROVIDE THE NEW END WHILE THE EXISTING CAMPUS BAS SYSTEMS ARE STILL OPERATING, PROVIDE THE NEW END USER PC IN BUILDING 40. SET-UP THE HARDWARE AND PROGRAMMING FOR FUTURE CONNECTIONS AS CAMPUS BUILDING BECOME AVAILABLE IN THE CONSTRUCTION SEQUENCE. C. ROUTE NEW REQUIRED CABLES TO/FROM THE NEW SERVER IN B32 TO THE END USER PC IN ROUTE NEW REQUIRED CABLES TO/FROM THE NEW SERVER IN B32 TO THE END USER PC IN B40. D. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 1. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 1. PHASE 1A: B32 A. REMOVE PXCC-1 IN B32 BASEMENT. REMOVE PXCC-1 IN B32 BASEMENT. B. REPLACE LIEBERT UNIT CONTROLLERS IN B32 BASEMENT. REPLACE LIEBERT UNIT CONTROLLERS IN B32 BASEMENT. PHASE 1B: B40 A. DEMOLISH SIEMENS META-PC HEAD END. DEMOLISH SIEMENS META-PC HEAD END. PHASE 2: B400 A. REMOVE S1-NIE01-400, NC-1, NC-7, AND ASSOCIATED CABLING TRUNKS. REMOVE S1-NIE01-400, NC-1, NC-7, AND ASSOCIATED CABLING TRUNKS. B. SIMULTANEOUSLY WITH REMOVAL OF S1-NIE01-400, NC-1, NC-7; PROVIDE NEW SIMULTANEOUSLY WITH REMOVAL OF S1-NIE01-400, NC-1, NC-7; PROVIDE NEW S1-NAE02-400, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. C. REMOVE S1-NAE01-400 AND ASSOCIATED CABLING TRUNKS. REMOVE TRUNK 1 AND TRUNK 2 REMOVE S1-NAE01-400 AND ASSOCIATED CABLING TRUNKS. REMOVE TRUNK 1 AND TRUNK 2 FROM S1-NAE01-400. D. SIMULTANEOUSLY WITH REMOVAL OF S1-NIE01-400, NC-1, NC-7; PROVIDE NEW SIMULTANEOUSLY WITH REMOVAL OF S1-NIE01-400, NC-1, NC-7; PROVIDE NEW S1-NAE03-400, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. E. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 2. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 2. PHASE 3: B401 A. REMOVE PXCM-1 AND ASSOCIATED CABLING TRUNKS. REMOVE PXCM-1 AND ASSOCIATED CABLING TRUNKS. B. SIMULTANEOUSLY WITH REMOVAL OF PXCM-1; PROVIDE NEW S1-NAE02-401, ASSOCIATED SIMULTANEOUSLY WITH REMOVAL OF PXCM-1; PROVIDE NEW S1-NAE02-401, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. C. REMOVE PXCM-2 AND ASSOCIATED CABLING TRUNKS. REMOVE PXCM-2 AND ASSOCIATED CABLING TRUNKS. D. SIMULTANEOUSLY WITH REMOVAL OF PXCM-2; PROVIDE NEW S1-NAE02-401, ASSOCIATED SIMULTANEOUSLY WITH REMOVAL OF PXCM-2; PROVIDE NEW S1-NAE02-401, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. E. REMOVE PXCM-3 AND ASSOCIATED CABLING TRUNKS. REMOVE PXCM-3 AND ASSOCIATED CABLING TRUNKS. F. SIMULTANEOUSLY WITH REMOVAL OF PXCM-3; PROVIDE NEW S1-NAE02-401, ASSOCIATED SIMULTANEOUSLY WITH REMOVAL OF PXCM-3; PROVIDE NEW S1-NAE02-401, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. G. REMOVE PXCM-4, S1-NCE25-401, AND S1-NAE03-401; ALL ASSOCIATED CABLING TRUNKS REMOVE PXCM-4, S1-NCE25-401, AND S1-NAE03-401; ALL ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES. H. SIMULTANEOUSLY WITH REMOVAL OF PXCM-4, S1-NCE25-401, AND S1-NAE03-401; SIMULTANEOUSLY WITH REMOVAL OF PXCM-4, S1-NCE25-401, AND S1-NAE03-401; PROVIDE NEW S1-NAE01-401, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. I. INCLUDING THE FOLLOWING: CHILLER CONTROL, LEGIONELLA CONTROL, HOT WATER PUMPS, INCLUDING THE FOLLOWING: CHILLER CONTROL, LEGIONELLA CONTROL, HOT WATER PUMPS, HEAT EXCHANGERS, CHILLED WATER PUMPS, CONDENSATE PUMPS, AND CONDENSER WATER PUMPS. J. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 3. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 3. PHASE 4: B402 A. REMOVE NC-2, NC-3, PXCC-36, PXC16, S1-NAE19-402, AND S1-NCE1-402 CHILLER, REMOVE NC-2, NC-3, PXCC-36, PXC16, S1-NAE19-402, AND S1-NCE1-402 CHILLER, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. B. SIMULTANEOUSLY WITH REMOVAL OF NC-2, NC-3, PXCC-36, PXC16, S1-NAE19-402, AND SIMULTANEOUSLY WITH REMOVAL OF NC-2, NC-3, PXCC-36, PXC16, S1-NAE19-402, AND S1-NCE1-402 CHILLER; PROVIDE NEW S1-NAE01-402 AND ASSOCIATED CABLING TRUNKS. C. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 4. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 4. PHASE 5: B403 AND B404 A. REMOVE PXC-24, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. REMOVE PXC-24, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. B. SIMULTANEOUSLY WITH REMOVAL OF PXC-24; PROVIDE NEW ASSOCIATED CABLING TRUNKS SIMULTANEOUSLY WITH REMOVAL OF PXC-24; PROVIDE NEW ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES B403. C. REMOVE AND REPLACE CABLING AS NOTED ON DRAWINGS FOR B404. REMOVE AND REPLACE CABLING AS NOTED ON DRAWINGS FOR B404. D. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 5. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 5. PHASE 6: B406 A. REMOVE PXC-16, PXC-24, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. REMOVE PXC-16, PXC-24, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. B. SIMULTANEOUSLY WITH REMOVAL OF PXC-16 AND PXC-24; PROVIDE ALL ASSOCIATED SIMULTANEOUSLY WITH REMOVAL OF PXC-16 AND PXC-24; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES. C. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 6. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 6. PHASE 7: B407 AND B408 A. REMOVE AND REPLACE CABLING AND DEVICES AS NOTED ON DRAWINGS FOR B407. REMOVE AND REPLACE CABLING AND DEVICES AS NOTED ON DRAWINGS FOR B407. B. REMOVE PXC-1 AND ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES; B408. REMOVE PXC-1 AND ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES; B408. C. SIMULTANEOUSLY WITH REMOVAL OF PXC-1; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND SIMULTANEOUSLY WITH REMOVAL OF PXC-1; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES; B408 D. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 7. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 7. PHASE 8: B409 AND B410 A. B409: REMOVE PXCM-1, DIAKIN AHU CONTROLS, DEVICE 9000, ASSOCIATED CABLING TRUNKS, B409: REMOVE PXCM-1, DIAKIN AHU CONTROLS, DEVICE 9000, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. B. B409: SIMULTANEOUSLY WITH REMOVAL OF PXCM-1, DIAKIN AHU CONTROLS, AND DEVICE B409: SIMULTANEOUSLY WITH REMOVAL OF PXCM-1, DIAKIN AHU CONTROLS, AND DEVICE 9000; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES. C. B410: REMOVE PXCM-2, DIAKIN AHU CONTROLS, DEVICE 9000, ASSOCIATED CABLING TRUNKS, B410: REMOVE PXCM-2, DIAKIN AHU CONTROLS, DEVICE 9000, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. D. B410: SIMULTANEOUSLY WITH REMOVAL OF PXCM-2, DIAKIN AHU CONTROLS, AND DEVICE B410: SIMULTANEOUSLY WITH REMOVAL OF PXCM-2, DIAKIN AHU CONTROLS, AND DEVICE 9000; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES. E. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 8. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 8. PHASE 9: B411 AND B412 A. B411: REMOVE DEVICE 9000, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. B411: REMOVE DEVICE 9000, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. B. B411: SIMULTANEOUSLY WITH REMOVAL OF DEVICE 9000; PROVIDE ALL ASSOCIATED CABLING B411: SIMULTANEOUSLY WITH REMOVAL OF DEVICE 9000; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES. C. B412: REMOVE DEVICE 9000, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. B412: REMOVE DEVICE 9000, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. D. B412: SIMULTANEOUSLY WITH REMOVAL OF DEVICE 9000; PROVIDE ALL ASSOCIATED CABLING B412: SIMULTANEOUSLY WITH REMOVAL OF DEVICE 9000; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES. E. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 9. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 9. PHASE 10: B416 A. REMOVE PXCC-1, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. REMOVE PXCC-1, ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. B. SIMULTANEOUSLY WITH REMOVAL OF PXCC-1; PROVIDE ALL ASSOCIATED CABLING TRUNKS SIMULTANEOUSLY WITH REMOVAL OF PXCC-1; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES. C. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 10. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 10. PHASE 11: B424, B425 AND B455 A. REMOVE ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. REMOVE ASSOCIATED CABLING TRUNKS, AND CONTROL DEVICES. B. SIMULTANEOUSLY WITH REMOVAL; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND CONTROL SIMULTANEOUSLY WITH REMOVAL; PROVIDE ALL ASSOCIATED CABLING TRUNKS AND CONTROL DEVICES. C. FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 11.FOLLOW SPECIFICATION SECTIONS, DRAWING DIAGRAMS, AND DRAWING PLANS FOR PHASE 11.

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CONCRETE CURB

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BLDG 260

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BLDG T290

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PROJECT LAYDOWN AREA AND STORAGE TRAILER

AutoCAD SHX Text 50'x50' TEMPARARY CONSTRUCTION FENCE. NO POWER AT THIS LOCATION

AutoCAD SHX Text GENERAL CONTRACTOR OFFICE TRAILER AREA, CONFIRM EXACT LOCATION WITH COR AND CCR BEFORE PLACING. TRAILER MUST BE SECURED TO GROUND PER VA TOMAH REQUIREMENTS. ELECTRICAL POWER CONNECTION BY CONTRACTOR, METERED AND PAID BY CONTRACTOR. WATER AND SEWER CONNECTIONS NOT AVAILABLE.

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VA FORM 08-6231, OCT 1978

N

A B C D E F G H J K L M N P Q R S TG.5 M.1 M.2 U

6.5

B.2

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

F

D

C

B

A

97 8654321

Tomah, Wisconsin

676-21-007 Office of Facilities

Management

100% BID DOCUMENTS

OCT 16, 2023

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

REPLACE BUILDING

AUTOMATION SYSTEM

(METASYS) DESIGN

3770 S. Pennsylvania Avenue, Unit 8 St. Francis, Wisconsin 53235

HAZARDOUS MATERIALS

ATTIC PLAN

HA101

JMDHFB

1 1/8" = 1'-0"

ATTIC FLOOR

NORTH

B402

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GENERAL NOTES

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1. THE ABATEMENT CONTRACTOR SHALL REMOVE THE ABATEMENT CONTRACTOR SHALL REMOVE ASBESTOS CONTAINING MATERIALS AND LEAD-BASE PAINT WHERE IDENTIFIED IN PLANS AS MOST LIKELY TO BE DISTURBED BY DEMOLITION AND/OR NEW WORK ASSOCIATED WITH THIS PROJECT. THE ABATEMENT CONTRACTOR SHALL REVIEW THE "PRE-RENOVATION INSPECTION: ASBESTOS & LEAD-BASED PAINT" ASSESSMENT REPORT, WHICH IS INCLUDED WITHIN THE SPECIFICATIONS. NOTIFY COR PRIOR TO REMOVAL OF ANY ACM OR LEAD-BASED PAINT FOR APPROVAL OF CONTAINMENT, SET UP, AND REMOVAL PROCEDURES. 2. THE ABATEMENT AREA SHALL BE PREPARED AS A THE ABATEMENT AREA SHALL BE PREPARED AS A NEGATIVE PRESSURE CONTAINMENT AREA. DECONTAMINATION SUITES SHALL BE CONSTRUCTED TO PROVIDE AMPLE CLEAN CHANGE AREA FOR ABATEMENT WORKERS. 3. CONTRACTOR SHALL INSTALL ENOUGH HEPA CONTRACTOR SHALL INSTALL ENOUGH HEPA FILTERED EXHAUST FANS TO PROVIDE A MINIMUM OF 4 AIR EXCHANGES PER HOUR, AND CONTINUOUSLY MAINTAIN A PRESSURE DIFFERENTIAL OF -0.02” WATER COLUMN GAUGE. WATER COLUMN GAUGE. 4. AT THE COMPLETION OF THE ASBESTOS AND AT THE COMPLETION OF THE ASBESTOS AND LEAD-BASED PAINT REMOVAL AND CLEANING, THE CONTRACTOR'S PROFESSIONAL INDUSTRIAL HYGIENIST (CPIH) SHALL CONDUCT A THOROUGH INSPECTION TO CONFIRM THAT THE AREA HAS BEEN CLEANED PROPERLY. IF THIS INSPECTION IS SUCCESSFUL, THE VA PROFESSIONAL INDUSTRIAL HYGIENIST (VPIH) SHALL CONDUCT AN INDEPENDENT INSPECTION TO CONFIRM THE AREA HAS BEEN PROPERLY CLEANED. AFTER SUCCESSFUL VISUAL INSPECTION BY THE CPIH AND VPIH, FINAL CLEARANCE AIR SAMPLING PROCEDURES WILL BE CONDUCTED PER SPECIFICATION SECTION 02 82 11, ARTICLE 3.6.4. 5. ACM AND LEAD-BASED PAINT DISPOSAL ACM AND LEAD-BASED PAINT DISPOSAL DOCUMENTATION MUST BE SUBMITTED PRIOR TO RELEASE OF RETAINAGE AND FINAL PAYMENT. 6. ABATEMENT CONTRACTOR SHALL COORDINATE ALL ABATEMENT CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VA CONTRACTING OFFICER'S REPRESENTATIVE (C0R). 7. SEE KEYED NOTES FOR APPROXIMATE LOCATIONS SEE KEYED NOTES FOR APPROXIMATE LOCATIONS OF ASBESTOS CONTAINING MATERIALS AND LEAD-BASED PAINT TO BE REMOVED.

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AHU-1

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RF-7

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KEYED NOTES

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RELIEF DAMPER-7

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RA DAMPER

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OA DAMPER

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EF-7

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HCV

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CCV

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DA TEMP

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RETURN DAMPER

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OA DAMPER

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DA TEMP

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CCV

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HWSP

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HWR

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HWS

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CCV

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SF-6 VFD

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HCV

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EF-5

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RF-5

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HUM-5

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HTG

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CLG

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OA DAMPER

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RA DAMPER

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RF-4

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OA DAMPER

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HCV

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CCV

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HUM-4

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REILEF DAMPER

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COA TEMP

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HWS CTRL VLV

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HWS PUMP

AutoCAD SHX Text

EF-SA

AutoCAD SHX Text

EF-4

AutoCAD SHX Text

RF-3

AutoCAD SHX Text

RELIEF DAMPER

AutoCAD SHX Text

S1-NAE19-402

AutoCAD SHX Text

NC-2

AutoCAD SHX Text

HUM-3

AutoCAD SHX Text

DA TEMP

AutoCAD SHX Text

CCV

AutoCAD SHX Text

HCV

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

RA DAMPER

AutoCAD SHX Text

AHU-3 CTRL PNL

AutoCAD SHX Text

RF-3 VFD

AutoCAD SHX Text

SF-3 VFD

AutoCAD SHX Text

RF-1

AutoCAD SHX Text

SF-1 VFD

AutoCAD SHX Text

RF-1 VFD

AutoCAD SHX Text

HCV

AutoCAD SHX Text

CCV

AutoCAD SHX Text

RELIEF DAMPER (PNEUMATIC)

AutoCAD SHX Text

RA DAMPER

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

DISC TEMP

AutoCAD SHX Text

AHU-1 CTRL PNL (PNEUMATIC)

AutoCAD SHX Text

HUM-1

AutoCAD SHX Text

EF-2

AutoCAD SHX Text

RF-2

AutoCAD SHX Text

OA SENSOR

AutoCAD SHX Text

HUM-2

AutoCAD SHX Text

CLG

AutoCAD SHX Text

HTG

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

RA DAMPER

AutoCAD SHX Text

HWS PUMP

AutoCAD SHX Text

RELIEF DAMPER

AutoCAD SHX Text

SA TEMP

AutoCAD SHX Text

AHU-2 CTRL PNL

AutoCAD SHX Text

SF-2 VFD

AutoCAD SHX Text

RF-2 VFD

AutoCAD SHX Text

AutoCAD SHX Text SILVER PAINT AT CONCRETE FLOOR IN ATTIC CONTAINS ASBESTOS. WHERE CORING THROUGH FLOOR IS REQUIRED FOR NEW CABLE RUNS, PREPARE IMMEDIATE AREA AS A NEGATIVE-PRESSURE CONTAINMENT AREA TO CONTROL, ABATE, AND CLEAN AREA OF ASBESTOS DUST CREATED BY CORING ACTIVITIES. PAINT AT STEEL BEAMS AND COLUMNS IN ATTIC CONTAINS LEAD. WHERE NEW PANELS/DEVICES ARE TO BE MOUNTED ON COLUMNS, REMOVE PAINT FROM ALL SURFACES OF COLUMN, FROM BASE TO BEAM ABOVE.

AutoCAD SHX Text

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

AREA OF HAZARDOUS MATERIALS ABATEMENT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AHU-5 CTRL PNL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

A B C D E

F G H I J K L M N

P Q R S

T

4.8

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

F

D

C

B

A

97 8654321

Tomah, Wisconsin

676-21-007 Office of Facilities

Management

100% BID DOCUMENTS

OCT 16, 2023

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

REPLACE BUILDING

AUTOMATION SYSTEM

(METASYS) DESIGN

3770 S. Pennsylvania Avenue, Unit 8 St. Francis, Wisconsin 53235

HAZARDOUS MATERIALS

ATTIC PLAN

HA102

JMDHFB

1 1/8" = 1'-0"

ATTIC FLOOR PLAN NORTH

B403

AutoCAD SHX Text

DN

AutoCAD SHX Text

S1-NAE-17-403 & S1-NAE-18-403

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text

AHU-4

AutoCAD SHX Text

AHU-5

AutoCAD SHX Text

AHU-2

AutoCAD SHX Text

AHU-2 CTRL PNL

AutoCAD SHX Text

AHU-3

AutoCAD SHX Text

EF-9

AutoCAD SHX Text

HCV

AutoCAD SHX Text

CCV

AutoCAD SHX Text

HTG COIL PUMP

AutoCAD SHX Text

SF-4 VFD

AutoCAD SHX Text

AHU-4 CTRL PNL

AutoCAD SHX Text

RF-4

AutoCAD SHX Text

RF-4 VFD

AutoCAD SHX Text

MCC SOUTH PNL

AutoCAD SHX Text

RF-5

AutoCAD SHX Text

EF-10

AutoCAD SHX Text

HUM-5

AutoCAD SHX Text

SF-5 VFD

AutoCAD SHX Text

CCV

AutoCAD SHX Text

HCV

AutoCAD SHX Text

HTG PUMP COIL

AutoCAD SHX Text

AHU-5 CTRL PNL

AutoCAD SHX Text

RF-5 VFD

AutoCAD SHX Text

EF-11

AutoCAD SHX Text

RF-3

AutoCAD SHX Text

EF-8

AutoCAD SHX Text

HTG COIL PUMP

AutoCAD SHX Text

HCV

AutoCAD SHX Text

CCV

AutoCAD SHX Text

AHU-3 CTRL PNL

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

HUM-3

AutoCAD SHX Text

SF-3 VFD

AutoCAD SHX Text

RA DAMPER

AutoCAD SHX Text

RF-3 VFD

AutoCAD SHX Text

EF-11 DAMPER

AutoCAD SHX Text

EF-8 DAMPER

AutoCAD SHX Text

RF-1

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

EF-12

AutoCAD SHX Text

AFMS-EAST

AutoCAD SHX Text

AFMS-SOUTH

AutoCAD SHX Text

HTG HEATING COIL

AutoCAD SHX Text

HTG

AutoCAD SHX Text

CLG

AutoCAD SHX Text

SF-1 VFD

AutoCAD SHX Text

F/S DAMPER

AutoCAD SHX Text

DA TEMP

AutoCAD SHX Text

HUM

AutoCAD SHX Text

RF-1 VFD

AutoCAD SHX Text

RELIEF DAMPER

AutoCAD SHX Text

AHU-1 CTRL PNL

AutoCAD SHX Text

3-F/S DAMPERS

AutoCAD SHX Text

F/S DAMPER

AutoCAD SHX Text

F/S DAMPER

AutoCAD SHX Text

RA DAMPER

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

EA DAMPER

AutoCAD SHX Text

EXH-15

AutoCAD SHX Text

EXH-16

AutoCAD SHX Text

EXH-17

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

AutoCAD SHX Text SILVER PAINT AT CONCRETE FLOOR IN ATTIC CONTAINS ASBESTOS. WHERE CORING THROUGH FLOOR IS REQUIRED FOR NEW CABLE RUNS, PREPARE IMMEDIATE AREA AS A NEGATIVE-PRESSURE CONTAINMENT AREA TO CONTROL, ABATE, AND CLEAN AREA OF ASBESTOS DUST CREATED BY CORING ACTIVITIES. PAINT AT STEEL BEAMS AND COLUMNS IN ATTIC CONTAINS LEAD. WHERE NEW PANELS/DEVICES ARE TO BE MOUNTED ON COLUMNS, REMOVE PAINT FROM ALL SURFACES OF COLUMN, FROM BASE TO BEAM ABOVE.

AutoCAD SHX Text

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

1. THE ABATEMENT CONTRACTOR SHALL REMOVE THE ABATEMENT CONTRACTOR SHALL REMOVE ASBESTOS CONTAINING MATERIALS AND LEAD-BASE PAINT WHERE IDENTIFIED IN PLANS AS MOST LIKELY TO BE DISTURBED BY DEMOLITION AND/OR NEW WORK ASSOCIATED WITH THIS PROJECT. THE ABATEMENT CONTRACTOR SHALL REVIEW THE "PRE-RENOVATION INSPECTION: ASBESTOS & LEAD-BASED PAINT" ASSESSMENT REPORT, WHICH IS INCLUDED WITHIN THE SPECIFICATIONS. NOTIFY COR PRIOR TO REMOVAL OF ANY ACM OR LEAD-BASED PAINT FOR APPROVAL OF CONTAINMENT, SET UP, AND REMOVAL PROCEDURES. 2. THE ABATEMENT AREA SHALL BE PREPARED AS A THE ABATEMENT AREA SHALL BE PREPARED AS A NEGATIVE PRESSURE CONTAINMENT AREA. DECONTAMINATION SUITES SHALL BE CONSTRUCTED TO PROVIDE AMPLE CLEAN CHANGE AREA FOR ABATEMENT WORKERS. 3. CONTRACTOR SHALL INSTALL ENOUGH HEPA CONTRACTOR SHALL INSTALL ENOUGH HEPA FILTERED EXHAUST FANS TO PROVIDE A MINIMUM OF 4 AIR EXCHANGES PER HOUR, AND CONTINUOUSLY MAINTAIN A PRESSURE DIFFERENTIAL OF -0.02” WATER COLUMN GAUGE. WATER COLUMN GAUGE. 4. AT THE COMPLETION OF THE ASBESTOS AND AT THE COMPLETION OF THE ASBESTOS AND LEAD-BASED PAINT REMOVAL AND CLEANING, THE CONTRACTOR'S PROFESSIONAL INDUSTRIAL HYGIENIST (CPIH) SHALL CONDUCT A THOROUGH INSPECTION TO CONFIRM THAT THE AREA HAS BEEN CLEANED PROPERLY. IF THIS INSPECTION IS SUCCESSFUL, THE VA PROFESSIONAL INDUSTRIAL HYGIENIST (VPIH) SHALL CONDUCT AN INDEPENDENT INSPECTION TO CONFIRM THE AREA HAS BEEN PROPERLY CLEANED. AFTER SUCCESSFUL VISUAL INSPECTION BY THE CPIH AND VPIH, FINAL CLEARANCE AIR SAMPLING PROCEDURES WILL BE CONDUCTED PER SPECIFICATION SECTION 02 82 11, ARTICLE 3.6.4. 5. ACM AND LEAD-BASED PAINT DISPOSAL ACM AND LEAD-BASED PAINT DISPOSAL DOCUMENTATION MUST BE SUBMITTED PRIOR TO RELEASE OF RETAINAGE AND FINAL PAYMENT. 6. ABATEMENT CONTRACTOR SHALL COORDINATE ALL ABATEMENT CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VA CONTRACTING OFFICER'S REPRESENTATIVE (C0R). 7. SEE KEYED NOTES FOR APPROXIMATE LOCATIONS SEE KEYED NOTES FOR APPROXIMATE LOCATIONS OF ASBESTOS CONTAINING MATERIALS AND LEAD-BASED PAINT TO BE REMOVED.

AutoCAD SHX Text

AREA OF HAZARDOUS MATERIALS ABATEMENT

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

ROOFROOF

NMLKJHGFEDCBA

P Q R WVUTS

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

F

D

C

B

A

97 8654321

Tomah, Wisconsin

676-21-007 Office of Facilities

Management

100% BID DOCUMENTS

OCT 16, 2023

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

REPLACE BUILDING

AUTOMATION SYSTEM

(METASYS) DESIGN

3770 S. Pennsylvania Avenue, Unit 8 St. Francis, Wisconsin 53235

HAZARDOUS MATERIALS

ATTIC PLAN

HA103

JMDHFB

1 1/8" = 1'-0"

ATTIC FLOOR PLAN

NORTH

B404

AutoCAD SHX Text

ATTIC AREA

AutoCAD SHX Text

AutoCAD SHX Text

EQUIPMENT RM

AutoCAD SHX Text

AutoCAD SHX Text

EQUIPMENT RM

AutoCAD SHX Text

AutoCAD SHX Text

EQUIPMENT RM

AutoCAD SHX Text

AutoCAD SHX Text

AHU-2

AutoCAD SHX Text

AHU-3

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text

AHU-4

AutoCAD SHX Text

AHU-5

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

EF-3-1

AutoCAD SHX Text

EF-8

AutoCAD SHX Text

EF-8 VFD

AutoCAD SHX Text

EF-4-1

AutoCAD SHX Text

EF-10

AutoCAD SHX Text

EF-2-1

AutoCAD SHX Text

SUB PANEL

AutoCAD SHX Text

CLG

AutoCAD SHX Text

HTG

AutoCAD SHX Text

EF-9

AutoCAD SHX Text

EF-5-1

AutoCAD SHX Text

EF-6

AutoCAD SHX Text

RF-3 VFD

AutoCAD SHX Text

EF-11

AutoCAD SHX Text

CHILLER

AutoCAD SHX Text

DX CHILLER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

AutoCAD SHX Text SILVER PAINT AT CONCRETE FLOOR IN ATTIC CONTAINS ASBESTOS. WHERE CORING THROUGH FLOOR IS REQUIRED FOR NEW CABLE RUNS, PREPARE IMMEDIATE AREA AS A NEGATIVE-PRESSURE CONTAINMENT AREA TO CONTROL, ABATE, AND CLEAN AREA OF ASBESTOS DUST CREATED BY CORING ACTIVITIES. PAINT AT STEEL BEAMS AND COLUMNS IN ATTIC CONTAINS LEAD. WHERE NEW PANELS/DEVICES ARE TO BE MOUNTED ON COLUMNS, REMOVE PAINT FROM ALL SURFACES OF COLUMN, FROM BASE TO BEAM ABOVE.

AutoCAD SHX Text

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

1. THE ABATEMENT CONTRACTOR SHALL REMOVE THE ABATEMENT CONTRACTOR SHALL REMOVE ASBESTOS CONTAINING MATERIALS AND LEAD-BASE PAINT WHERE IDENTIFIED IN PLANS AS MOST LIKELY TO BE DISTURBED BY DEMOLITION AND/OR NEW WORK ASSOCIATED WITH THIS PROJECT. THE ABATEMENT CONTRACTOR SHALL REVIEW THE "PRE-RENOVATION INSPECTION: ASBESTOS & LEAD-BASED PAINT" ASSESSMENT REPORT, WHICH IS INCLUDED WITHIN THE SPECIFICATIONS. NOTIFY COR PRIOR TO REMOVAL OF ANY ACM OR LEAD-BASED PAINT FOR APPROVAL OF CONTAINMENT, SET UP, AND REMOVAL PROCEDURES. 2. THE ABATEMENT AREA SHALL BE PREPARED AS A THE ABATEMENT AREA SHALL BE PREPARED AS A NEGATIVE PRESSURE CONTAINMENT AREA. DECONTAMINATION SUITES SHALL BE CONSTRUCTED TO PROVIDE AMPLE CLEAN CHANGE AREA FOR ABATEMENT WORKERS. 3. CONTRACTOR SHALL INSTALL ENOUGH HEPA CONTRACTOR SHALL INSTALL ENOUGH HEPA FILTERED EXHAUST FANS TO PROVIDE A MINIMUM OF 4 AIR EXCHANGES PER HOUR, AND CONTINUOUSLY MAINTAIN A PRESSURE DIFFERENTIAL OF -0.02” WATER COLUMN GAUGE. WATER COLUMN GAUGE. 4. AT THE COMPLETION OF THE ASBESTOS AND AT THE COMPLETION OF THE ASBESTOS AND LEAD-BASED PAINT REMOVAL AND CLEANING, THE CONTRACTOR'S PROFESSIONAL INDUSTRIAL HYGIENIST (CPIH) SHALL CONDUCT A THOROUGH INSPECTION TO CONFIRM THAT THE AREA HAS BEEN CLEANED PROPERLY. IF THIS INSPECTION IS SUCCESSFUL, THE VA PROFESSIONAL INDUSTRIAL HYGIENIST (VPIH) SHALL CONDUCT AN INDEPENDENT INSPECTION TO CONFIRM THE AREA HAS BEEN PROPERLY CLEANED. AFTER SUCCESSFUL VISUAL INSPECTION BY THE CPIH AND VPIH, FINAL CLEARANCE AIR SAMPLING PROCEDURES WILL BE CONDUCTED PER SPECIFICATION SECTION 02 82 11, ARTICLE 3.6.4. 5. ACM AND LEAD-BASED PAINT DISPOSAL ACM AND LEAD-BASED PAINT DISPOSAL DOCUMENTATION MUST BE SUBMITTED PRIOR TO RELEASE OF RETAINAGE AND FINAL PAYMENT. 6. ABATEMENT CONTRACTOR SHALL COORDINATE ALL ABATEMENT CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VA CONTRACTING OFFICER'S REPRESENTATIVE (C0R). 7. SEE KEYED NOTES FOR APPROXIMATE LOCATIONS SEE KEYED NOTES FOR APPROXIMATE LOCATIONS OF ASBESTOS CONTAINING MATERIALS AND LEAD-BASED PAINT TO BE REMOVED.

AutoCAD SHX Text

AREA OF HAZARDOUS MATERIALS ABATEMENT

AutoCAD SHX Text

RF-1 VFD

AutoCAD SHX Text

RA DAMPER

AutoCAD SHX Text

AF ECON

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

AHU-1 CTRL PNL

AutoCAD SHX Text

SF-1 VFD

AutoCAD SHX Text

MIN OA DAMPER

AutoCAD SHX Text

RELIEF IN UNIT

AutoCAD SHX Text

MIN AF

AutoCAD SHX Text

DA TEMP

AutoCAD SHX Text

HUM

AutoCAD SHX Text

DA TEMP

AutoCAD SHX Text

HUM

AutoCAD SHX Text

MCC-3 EQPT

AutoCAD SHX Text

MCC-2 EQPT

AutoCAD SHX Text

SF-3 VFD

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

RA DAMPER IN UNIT

AutoCAD SHX Text

RA DAMPER

AutoCAD SHX Text

OA AF ECON

AutoCAD SHX Text

CLG

AutoCAD SHX Text

HTG

AutoCAD SHX Text

AHU-3 CTRL PNL

AutoCAD SHX Text

EF-4-1 DAMPER

AutoCAD SHX Text

HTG

AutoCAD SHX Text

CLG

AutoCAD SHX Text

MIN OA AF

AutoCAD SHX Text

OA MIN DAMPER

AutoCAD SHX Text

RA DAMPER IN UNIT

AutoCAD SHX Text

OA DAMPER ECON

AutoCAD SHX Text

OA AF ECON

AutoCAD SHX Text

S1-NAE-15 404

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

OA AF ECON

AutoCAD SHX Text

RA DAMPER INSIDE UNIT

AutoCAD SHX Text

RELIEF DAMPER

AutoCAD SHX Text

RF-4 VFD

AutoCAD SHX Text

SF-4 VFD

AutoCAD SHX Text

DA TEMP / HUM

AutoCAD SHX Text

AHU-4 CTRL PNL

AutoCAD SHX Text

OA MIN DAMPER

AutoCAD SHX Text

MIN OA AF

AutoCAD SHX Text

RA DAMPER IN UNIT

AutoCAD SHX Text

RF-2 VFD

AutoCAD SHX Text

HUM

AutoCAD SHX Text

DA TEMP

AutoCAD SHX Text

SF-2 VFD

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

AHU-5 CTRL PNL

AutoCAD SHX Text

RF-5 VFD

AutoCAD SHX Text

SF-5 VFD

AutoCAD SHX Text

AHU-2 CTRL PNL

AutoCAD SHX Text

EF-6 VFD

AutoCAD SHX Text

EF-9 VFD

AutoCAD SHX Text

EF-5-1 VFD

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

G H J K L M N P Q R S TA B C D E F

7.9

10.9

U

7.8

E.5 F.2 F.8 H.8 K.1 L.2 M.6M.2 N.5 N.8 P.3

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

F

D

C

B

A

97 8654321

Tomah, Wisconsin

676-21-007 Office of Facilities

Management

100% BID DOCUMENTS

OCT 16, 2023

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

REPLACE BUILDING

AUTOMATION SYSTEM

(METASYS) DESIGN

3770 S. Pennsylvania Avenue, Unit 8 St. Francis, Wisconsin 53235

HA104

JMDHFB

1 1/8" = 1'-0"

ATTIC FLOOR NORTH

B408

HAZARDOUS MATERIALS

ATTIC PLAN

AutoCAD SHX Text

RF-1

AutoCAD SHX Text

EF-1-1

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text

RELIEF DAMPER

AutoCAD SHX Text

RA DAMPER

AutoCAD SHX Text

HUM-1

AutoCAD SHX Text

MIN OA DAMPER

AutoCAD SHX Text

AHU-1 CTRL PNL

AutoCAD SHX Text

S1-NAE08-408

AutoCAD SHX Text

SF-1 VFD

AutoCAD SHX Text

OA DAMPER

AutoCAD SHX Text

AHU-2

AutoCAD SHX Text

AHU-3

AutoCAD SHX Text

AHU-4

AutoCAD SHX Text

AHU-5

AutoCAD SHX Text

AHU-6

AutoCAD SHX Text

EF-4

AutoCAD SHX Text

EF-2-1

AutoCAD SHX Text

EF-2-2

AutoCAD SHX Text

RF-2

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

EF-3-1

AutoCAD SHX Text

RF-3

AutoCAD SHX Text

EF-4-3

AutoCAD SHX Text

RF-4

AutoCAD SHX Text

EF-4-1

AutoCAD SHX Text

EF-6-1

AutoCAD SHX Text

EF-3

AutoCAD SHX Text

RF-6

AutoCAD SHX Text

RF-5

AutoCAD SHX Text

EF-5-1

AutoCAD SHX Text

EF-5-2

AutoCAD SHX Text

AHU-2 CTRL…