S02 - PART 3 - FIRE ALARM DEMO PLANS 20260421.pdf

F001

JMD

FIRE PROTECTION

LEGEND, ABBREVIATIONS,

SCHEDULES, 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

F

D

C

B

A

97 8654321

Tomah, Wisconsin

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTS

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LEGEND

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EXISTING MATERIAL/EQUIPMENT TO BE REMOVED

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EXISTING MATERIAL/EQUIPMENT TO REMAIN

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FP

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PENDENT SPRINKLER HEAD

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ABBREVIATIONS

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POINT OF CONNECTION

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GENERAL NOTES

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CODE SUMMARY

AutoCAD SHX Text APPLICABLE PORTIONS OF THE FOLLOWING NATIONAL CODES AND STANDARDS SHALL BE REFERENCED: VA FIRE PROTECTION DESIGN MANUAL, NOV. 1 2023, NINTH EDITION. NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022 EDITION. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2025 EDITION. NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS, 2023 EDITION NFPA 70, NATIONAL ELECTRICAL CODE, 2023 EDITION. NFPA 72, NATIONAL FIRE ALARM CODE, 2025 EDITION. NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2025 EDITION. NFPA 101, LIFE SAFETY CODE. 2024 EDITION. NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2025 EDITION. NFPA 170, STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS, 2024 EDITION. ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS), LATEST EDITION.

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TEE UP

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ELBOW DOWN

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TEE DOWN

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ELBOW UP

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BUTTERFLY VALVE, MANUAL

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NEW MATERIAL/EQUIPMENT

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SPRINKLER PIPING

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GATE VALVE

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FLOW INDICATOR

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ALARM CHECK VALVE

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AFF ABOVE FINISHED FLOOR

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AHJ AUTHORITY HAVING JURISDICTION

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AVG AVERAGE

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CFM CUBIC FEET PER MINUTE

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ELEV ELEVATION

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FDC FIRE DEPARTMENT CONNECTION

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FHV FIRE HOSE VALVE

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FM FIRE MAIN

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FR FIRE RISER

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FVC FIRE VALVE CABINET

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GALS GALLONS

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GPH GALLONS PER HOUR

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GV GATE VALVE

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MAX MAXIMUM

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MIN MINIMUM

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NP NOT PERMITTED

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NC NONCOMBUSTIBLE

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OS&Y OUTSIDE SCREW AND YOKE

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PSIG POUNDS PER SQUARE INCH GAUGE

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SOV SOLENOID VALVE

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SQFT SQUARE FEET

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VLV VALVE

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1. REFER TO SHEET F001 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS. REFER TO SHEET F001 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS. 2. THE DEMOLITION PLANS AND NOTES ARE INTEDED AS GENERAL DEMOLITION REQUIRMENTS AND ARE NOT ALL INCLUSIVE. THE DEMOLITION PLANS AND NOTES ARE INTEDED AS GENERAL DEMOLITION REQUIRMENTS AND ARE NOT ALL INCLUSIVE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND REMOVE ALL EXISTING FIRE ALARM SYSTEM DEVICES AND EQUIPMENT. 3. EXISTING DEVICES SHOWN ARE BASED ON FIELD OBSERVATIONS. NOT ALL DEVICES MAY BE SHOWN DUE TO ACCESS EXISTING DEVICES SHOWN ARE BASED ON FIELD OBSERVATIONS. NOT ALL DEVICES MAY BE SHOWN DUE TO ACCESS LIMITATIONS TO CERTAIN ROOMS/AREAS WITHIN THE FACILITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL AREAS, DEVICES, AND COMPONENTS WITHIN THE PROJECT CONSTRUCTION BOUNDARY PRIOR TO BIDDING. 4. COORDINATE AND VERIFY EXACT EXTENTS OF DEMOLITION PHASING AND SCOPE WITH PHASING DRAWINGS. COORDINATE AND VERIFY EXACT EXTENTS OF DEMOLITION PHASING AND SCOPE WITH PHASING DRAWINGS. 5. THE EXISTING FIRE ALARM SYSTEM FUNCTIONALITY, EQUIPMENT, DEVICES, AND SEQUENCE OF OPERATIONS ARE TO THE EXISTING FIRE ALARM SYSTEM FUNCTIONALITY, EQUIPMENT, DEVICES, AND SEQUENCE OF OPERATIONS ARE TO REMAIN OPERATIONAL AND BE PROTECTED DURING ALL PHASES OF CONSTRUCTION UNLESS IDENTIFIED AS BEING DEMOLISHED. 6. IDENTIFIED EQUIPMENT TO BE DEMOLISHED IS SHOWN AS BOLD AND SHALL INCLUDE THE REMOVAL OF THE DEVICE, IDENTIFIED EQUIPMENT TO BE DEMOLISHED IS SHOWN AS BOLD AND SHALL INCLUDE THE REMOVAL OF THE DEVICE, WIRING, ACCESSIBLE CONDUIT, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE REMOVED BACK TO NEAREST POINT OF CONNECTION. CONTRACTOR SHALL EXTEND EXISTING CIRCUITS (PROVIDED THEY ARE WITHIN CAPACITY LIMITS) TO ACCOMMODATE NEW DEVICES TO LIMIT EXTENSIVE REWORK OF THE EXISTING CIRCUITS. 7. EXISTING FIRE ALARM DEVICES SHALL, CONDUIT, WIRING, AND PANELS NOT BE ABANDONED IN PLACE. EXISTING FIRE ALARM DEVICES SHALL, CONDUIT, WIRING, AND PANELS NOT BE ABANDONED IN PLACE. 8. WHERE WORK IS REQUIRED AROUND EXISTING FIRE ALARM DEVICES, DEVICES SHALL BE SECURED AND PROTECTED WHERE WORK IS REQUIRED AROUND EXISTING FIRE ALARM DEVICES, DEVICES SHALL BE SECURED AND PROTECTED UNTIL READY FOR REMOVAL. 9. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REINSTALLING EXISTING CEILING TILES WHERE REQUIRED TO THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REINSTALLING EXISTING CEILING TILES WHERE REQUIRED TO COMPLETE THE WORK. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY DAMAGED CEILING TILES WITH NEW TO MATCH EXISTING. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO INTERIOR FINISHES AND BUILDING ELEMENTS NOT INCLUDED IN CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO INTERIOR FINISHES AND BUILDING ELEMENTS NOT INCLUDED IN THE SCOPE OF WORK RESULTING FROM FIRE ALARM SYSTEMS DEMOLITION AND NEW WORK. 11. CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. A MINIMUM OF 10-HOUR OSHA TRAINING IS REQUIRED FOR ALL CONTRACT WORKERS ON SITE. TRAINING MUST BE CURRENT WITHIN THE LAST TWO YEARS. 12. CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL CONTRACT WORKERS ON SITE HAVE BEEN SCREENED 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. 13. ALL CONTRACTORS AND THEIR EMPLOYEES SHALL HAVE VA BADGES. ALL CONTRACTORS AND THEIR EMPLOYEES SHALL HAVE VA BADGES. 14. FIRE ALARM INSTALLER SHALL PROTECT AND MAINTAIN EXISTING FIRE ALARM SYSTEM EQUIPMENT AND DEVICES AND FIRE ALARM INSTALLER SHALL PROTECT AND MAINTAIN EXISTING FIRE ALARM SYSTEM EQUIPMENT AND DEVICES AND SHALL REMAIN IN OPERATION UNTIL THE NEW FIRE ALARM SYSTEM IS FULLY COMMISSIONED AND ACCEPTED BY THE TOMAH FD. WORK TO BE COMPLETED SHALL BE COORDINATED WITH THE VA FIRE DEPARTMENT PRIOR TO DEMOLITION AND INSTALLATION. 15. INCLUDE THE SERVICES OF A FACTORY CERTIFIED TECHNICIAN TO PROGRAM, UPDATE, AND CERTIFY COMMUNICATIONS OF INCLUDE THE SERVICES OF A FACTORY CERTIFIED TECHNICIAN TO PROGRAM, UPDATE, AND CERTIFY COMMUNICATIONS OF FIRE ALARM RADIO SYSTEM AT THE CAMPUS FIRE DEPARTMENT AND AT THE CAMPUS POLICE STATION. PROVIDE ALL NECESSARY SYSTEM UPDATES, INTEGRATE EXISTING AND NEW POINTS, AND ENSURE PROPER ANNUNCIATION OF ZONE IS IDENTIFIED IN TROUBLE AND OR ALARM CONDITIONS. COORDINATE ACCESS TO REMOTE SERVER WITH STATION ELECTRONICS TECHNICIANS AND COR. 16. PROTECT ALL DEVICES AND EQUIPMENT DURING CONSTRUCTION. PROTECT ALL DEVICES AND EQUIPMENT DURING CONSTRUCTION. 17. FIRE PROTECTION CONTRACTOR TO REVIEW ELECTRICAL PLANS FOR ADDITIONAL INFORMATION AND REQUIRED FIRE FIRE PROTECTION CONTRACTOR TO REVIEW ELECTRICAL PLANS FOR ADDITIONAL INFORMATION AND REQUIRED FIRE PROTECTION WORK NECESSARY TO FACILITATE A COMPLETE FIRE PROTECTION SYSTEM AND IS PART OF FIRE PROTECTION CONTRACTOR'S SCOPE OF WORK. 18. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK. 19. IT WILL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL TESTING, PERMITS, LABOR, MATERIALS, IT WILL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL TESTING, PERMITS, LABOR, MATERIALS, TOOLS, EQUIPMENT AND OTHER INCIDENTALS NECESSARY FOR FIRE ALARM SYSTEM INSTALLATION WORK AT THE TOMAH VAMC. EC SHALL COMPLY AND COORDINATE WITH ALL JURISDICTION REQUIREMENTS. 20. VERIFY EXISTING CONDITIONS AND LOCATIONS IN FIELD PRIOR TO SUBMITTING PROPOSAL. FAILURE TO DO SO SHALL 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. 21. CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID EXISTING UTILITIES, ROOF DRAINS, ACCESS COVERS, AND CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID EXISTING UTILITIES, 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. 22. ACCESS TO ALL BUILDINGS AND PARKING AREAS MUST BE MAINTAINED THROUGHOUT THE PROJECT. ACCESS TO ALL BUILDINGS AND PARKING AREAS MUST BE MAINTAINED THROUGHOUT THE PROJECT. 23. THE GENERAL CONTRACTOR IS TO COORDINATE ALL WORK WITH THE VA'S COR AND CCR. SEE SEQUENCE AND THE GENERAL CONTRACTOR IS TO COORDINATE ALL WORK WITH THE VA'S COR AND CCR. SEE SEQUENCE AND REQUIREMENTS OF SEQUENCING, GENERAL REQUIREMENTS AND GENERAL CONTRACTORS REQUIRED TASKS FOR THIS PROJECT. 24. DO NOT INTERFERE WITH EXISTING BUILDING'S MECHANICAL, ELECTRICAL, PLUMBING, AND SECURITY SYSTEM OPERATIONS DO NOT INTERFERE WITH EXISTING BUILDING'S MECHANICAL, ELECTRICAL, PLUMBING, AND SECURITY SYSTEM OPERATIONS THAT IS NOT INCLUDED IN THIS PROJECTS REQUIREMENTS. IF IT IS NECESSARY TO SHUT DOWN FACILITY SYSTEMS AT ANY TIME, CONSULT VA COR AND CCR 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 (15) WORKING 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. 25. WHEN NECESSARY PATIENT AREA LOCK DOWNS FOR COVID/INFECTIOUS DISEASE CONTROL OR OUTBREAKS AS WHEN NECESSARY PATIENT AREA LOCK DOWNS FOR COVID/INFECTIOUS DISEASE CONTROL OR OUTBREAKS AS DETERMINED BY THE VA SHALL REQUIRE THE CONTRACTOR AND ALL SUB-CONTRACTORS TO FOLLOW ALL PUBLISHED AND ISSUED VA REQUIREMENTS FOR SELF PPE. 26. CONTRACTOR SHALL PARK ONLY IN THE DESIGNATED PARKING AREAS AND ARE NOT TO PARK ON THE LAWN AREAS; 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. 27. CONTRACTOR IS RESPONSIBLE FOR THE SAFEGUARDING OF THEIR TOOLS AND EQUIPMENT. ALL TOOLS AND EQUIPMENT 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. 28. CONTRACTOR MUST CONTROL DEMOLITION AND CONSTRUCTION DUST FROM FACILITY BY ERECTING A DUST BARRIER AND 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 INSURE NEGATIVE AIR PRESSURE IS MAINTAINED IN ENCAPSULATED WORK AREA. WHEN TRANSPORTING DEBRIS, WET DOWN SUFFICIENTLY TO PREVENT DUST SPREADING. 29. PROTECT ALL EXISTING SURFACES FROM DAMAGE. ANY DAMAGED SURFACES SHALL BE REPLACED TO MATCH ORIGINAL PROTECT ALL EXISTING SURFACES FROM DAMAGE. ANY DAMAGED SURFACES SHALL BE REPLACED TO MATCH ORIGINAL ITEM, OR REPAIRED TO MATCH EXISTING OR ADJACENT MATERIAL AS APPROVED BY THE VA COR. 30. CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REPLACING ANY DAMAGED LAWN. THE RESTORATION WILL BE 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, 3 TIMES PER WEEK FOR 8 WEEKS. 31. CLEAN ALL DEBRIS FROM CONSTRUCTION SITES DAILY. CLEAN ALL DEBRIS FROM CONSTRUCTION SITES DAILY. 32. CONTRACTOR SHALL PROVIDE "SUBMITTAL EXCHANGE TYPE" SECURE ONLINE SYSTEM FOR EXCHANGING, REVIEWING, AND CONTRACTOR SHALL PROVIDE "SUBMITTAL EXCHANGE TYPE" SECURE ONLINE SYSTEM FOR EXCHANGING, REVIEWING, AND ARCHIVING SUBMITTALS, RFI'S, AND OTHER CONSTRUCTION COMMUNICATIONS ELECTRONICALLY. 33. ALL ALARM STROBES, ALARM STROBE ASSEMBLIES, EITHER WALL MOUNTED OR CEILING MOUNTED ARE 30 CANDELLA ALL ALARM STROBES, ALARM STROBE ASSEMBLIES, EITHER WALL MOUNTED OR CEILING MOUNTED ARE 30 CANDELLA INTENSITY, TYPICAL, UNLESS OTHERWISE NOTED.

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POINT OF REMOVAL

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EXISTING SPRINKLER HEAD

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UPRIGHT SPRINKLER HEAD

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SIDEWALL SPRINKLER HEAD

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FIRE ALARM SYSTEM INPUT/OUTPUT MATRIX

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OUTPUT

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INPUT DEVICE

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1. SOUND GENERAL BUILDING ALARM FOR OTHER AND HIGH RISE (NON-HEALTH CARE). SEE SECTION 7.2.1

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2. NOTIFY NECESSARY STAFF FOR RESPONSE FOR HEALTH CARE AND HIGH RISE BUILDINGS ONLY (ALARM SIGNAL MAYBE DIFFERENT ON DIFFERENT FLOORS).

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3. NOTIFY FIRE DEPARTMENT.

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4. INITIATE SUPERVISORY SIGNAL TO A 24-HOUR MANNED POINT FOR IMMEDIATE RESPONSE.

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5. CLOSE ASSOCIATE SMOKE BARRIER DOORS ON THE FLOOR.

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6. CLOSE DAMPERS ON FAN APROXIMATE TO DETECTOR.

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7. SHUT DOWN AIR HANDLER SERVED BY THE DETECTOR.

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8. RECALL ELEVATOR.

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DUCT SMOKE DETECTOR

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AREA SMOKE DETECTOR

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DOOR RELEASE SMOKE DETECTOR

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ELEVATOR SMOKE DETECTOR

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MANUAL PULL STATION

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ELEVATOR MACHINE ROOM HEAT DETECTOR

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GENERATOR ROOM HEAT DETECTOR

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SPRINKLER WATERFLOW / PRESSURE SWITCH

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WATER CONTROL VALVE TAMPER

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DRY-PIPE VALVE ROOM TEMPERATURE ALARM

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* WHILE NFPA 101 DOES NOT REQUIRE SOME DETECTORS TO NOTIFY BUILDING OCCUPANTS, VA REQUIRES ALL SMOKE DETECTORS, OTHER THAN DUCT SMOKE DETECTORS, TO NOTIFY BUILDING OCCUPANTS AS REQUIRED BY THE LIFE SAFETY CODE OR ITS REFERENCES. ** THOSE DOORS THAT ARE REQUIRED TO BE TIED TO THE FIRE ALARM SYSTEM SUCH AS DELAYED EGRESS AND ACCESS CONTROLLED DOORS. a - DO NOT PROVIDE DUCT DETECTORS IN DEDICATED (100%) EXHAUST FANS, THEY SHOULD CONTINUE TO RUN.

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9. INITIATE ELEVATOR SHUT DOWN AND DISCONNECT ELEVATOR POWER.

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10. OPEN ** LOCKED EGRESS DOORS ON FLOOR OF FIRE ORIGIN.

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11. DISCONNECT FUEL SOURCE FROM COOKING EQUIPMENT

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FLOW SWITCH

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FS

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ALARM, TAMPER SWITCH

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SMOKE DETECTOR

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DUCT SMOKE DETECTOR

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TS

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FIRE ALARM CONTROL PANEL

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STROBE CANDELLA INTENSITY

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STROBE CANDELLA INTENSITY

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FA

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FA

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ALARM, SPEAKER ASSEMBLY, WALL MOUNT

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FA

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ALARM, FIRE, MANUAL PULL STATION: MOUNTED 48" AFF

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ALARM, SPEAKER/STROBE, ONE ASSEMBLY, WALL MOUNT

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ALARM, STROBE ASSEMBLY, WALL MOUNT

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STROBE CANDELLA INTENSITY

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FA

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ALARM, SPEAKER/STROBE, ONE ASSEMBLY, CEILING MOUNT

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STROBE CANDELLA INTENSITY

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FA

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ALARM, STROBE ASSEMBLY, CEILING MOUNT

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ALARM, SPEAKER ASSEMBLY, CEILING MOUNT

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FA

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CLEAN AGENT DISPERSION HEAD

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ECS EMERGENCY COMMUNICATION SYSTEM

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HEAT DETECTOR

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KEY SWITCH

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KS

AutoCAD SHX Text NOTE: ANY AND ALL FURNITURE, ON THE FLOOR, ON THE WALLS, OR IN THE WAY OF CONSTRUCTION, INVESTIGATION, OR RELATED TASKS MUST BE MOVED OUT OF THE WAY AND REPLACED TO ITS ORIGINAL POSITION BY THE GENERAL CONTRACTOR OR THEIR DESIGNATED AUTHORIZED SUB-CONTRACTOR.

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MONITOR MODULE

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MM

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DOOR HOLD

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DH

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EXISTING WALLS TO REMAIN

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EXISTING WALLS TO BE REMOVED

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KEYED NOTE

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EXISTING ITEM TO REMAIN

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EXISTING ITEM TO BE REMOVED

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EXISTING DOOR AND FRAME TO REMAIN

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WALL TYPE / PARTITION TYPE

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DETAIL REFERENCE

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SECTION REFERENCE

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NEW WALL / PARTITION

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SHT

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DTL

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EQUIPMENT TAG

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INTERIOR ELEVATION

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SHT

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DTL

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SHT

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DTL

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CHR1

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TWO HOUR FIRE RATING, 90 MINUTE "B" LABEL

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DOORS

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ONE HOUR FIRE RATING, 45 MINUTE "C" LABEL

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DOORS

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SMOKE-RESISTIVE WALLS, NON-FIRE RATED

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ACCESS PANEL

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ER ELEVATOR RECALL TIE-IN

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SD

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SMOKE DAMPER

AutoCAD SHX Text NOTE: CORRIDOR HORN/STROBES AND SMOKE DETECTORS ARE LOCATED ON EACH PLAN TO MEET THE REQUIREMENTS OF NFPA 72 AND THE VA FIRE ALARM DESIGN REQUIREMENTS. DIMENSIONS NOTED ARE MAXIMUM DISTANCES. COMPLIANCE WITH NFPA 72 IS REQUIRED REGARDLESS OF THE NUMBER AND LOCATION OF DEVICES SHOWN ON ALL PLANS. THE CONTRACTOR IS REQUIRED TO PROVIDE A FULLY FUNCTIONAL FIRE ALARM SYSTEM IN EACH BUILDING AND THE TOMAH VAMC CAMPUS WIDE FIRE ALARM SYSTEM UPGRADE.

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AutoCAD SHX Text NOTE: THE FIRE ALARM PROGRAM PROVIDER APPROVED AND INSTALLED IN THIS UPGRADE PROJECT MUST PROVIDE FACTORY AUTHORIZED TRAINING TO THE VA TOMAH ELECTRONICS TECHNICIANS FOR ALL ASPECTS OF THE FIRE ALARM PROGRAM. SEE FIRE ALARM SPECIFICATIONS FOR REQUIREMENTS. ADDITIONALLY, PROVIDE PROGRAMMING TRAINING FOR 4 VA TOMAH ELECTRONICS TECHNICIANS. THESE 4 VA TOMAH ELECTRONICS TECHNICIANS AT THE END OF TRAINING SHALL BE ABLE TO ALTER THE FIRE ALARM PROGRAM TO ADD, DELETE, MODIFY, CORRECT, FIRE ALARM NODES AND DEVICES SEEN FOR THE OVERALL CAMPUS AND EVERY INDIVIDUAL BUILDING INCLUDED IN THE NEW FIRE ALARM SYSTEM AT THE TOMAH VAMC. ALL TRAINING SHALL INCLUDE FORMAL PLANS (SUBMITTED FOR APPROVAL), A SYLLABUS, A COURSE OUTLINE, ALL PAPER FOR THE COURSE IN 3-RING BINDERS, SAMPLE TUTORIALS, AND A HELP CONTACT NAME, PHONE NUMBER AND EMAIL ADDRESS FOR FUTURE QUESTIONS.

AutoCAD SHX Text NOTE: PROVIDE A $5,000.00 CONTINGENCY FOR SPRINKLER PIPE REPAIRS FOR THE FOLLOWING BUILDINGS: B400, B401, B402, B403, B404, B406, B407, B408, B415, B416, B25, B36, AND B40.

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VA FORM 08-6231, OCT 1978

P-UE P-UE

P-UE

B

B

P- U

E

P-UE

FD011

JMD

FIRE ALARM

SITE PLAN NORTHWEST

DEMOLITION

HFB

1 1/50" = 1'-0"

PARTIAL SITE PLAN

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

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTSNORTH

AutoCAD SHX Text

B404 PIV

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B403 PIV

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B402 PIV

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B424 PIV

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BLDG T70

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BLDG 52

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BLDG NO. T296

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BLDG NO. T295

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BLDG T290

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BLDG 403

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BLDG 415

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BLDG 423

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BLDG. 451

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BLDG. 445

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BLDG 404

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BLDG 424

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FD140

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FD154

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FD154

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FD114

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FD145

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FD118

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FD146

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KEYED NOTES

AutoCAD SHX Text FIRE ALARM CONTRACTOR SHALL DISCONNECT AND REMOVE EXISTING TAMPER SWITCH FA DEVICE. REMOVE WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE REMOVED TO SOURCE. EXISTING FIRE ALARM. FIRE ALARM CONTRACTOR TO COORDINATE AND PROVIDE GUIDANCE TO THE CIVIL CONTRACTOR WHO SHALL REMOVE THE BURIED CONDUIT, CABLES, AND THE EXISTING METHOD USED TO HOUSE FIRE ALARM WIRING FROM TAMPER SWITCH TO INSIDE BUILDING COMPLETE. FIRE ALARM CONTRACTOR TO DEMOLISH ALL FIRE ALARM CONDUIT WITHIN EACH CRAWL SPACE FROM THE FOUNDATION WALL TO THE FACP FOR THIS TAMPER SWITCH, INCLUDING ALL SUPPORTS. THE FIRE ALARM CONTRACTOR SHALL HIRE THE TOMAH VAMC BUILDING AUTOMATION SYSTEM (BAS) CONTRACTOR TO DISCONNECT THE CONNECTION BETWEEN THE FIRE ALARM SYSTEM AND BAS.

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%%UGENERAL FIRE ALARM SITE WORK NOTES:

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AutoCAD SHX Text NOTE: WHEN ACCESS DRIVE IS REQUIRED TO BE CLOSED FOR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE SHUTDOWN 2 WEEKS (10 WORKING DAYS) PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT USED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF SHUTDOWN (5 WORKING DAYS MAXIMUM ALLOWED).. THE CONTRACTOR SHALL ALSO PROVIDE PROPER STATE OF WISCONSIN DOT AND MUTCD TRAFFIC WARNING SIGNS AND PROTECTION. TRAFFIC WARNING SIGNS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC ARE REQUIRED FOR THE ENTIRE DURATION OF THE SHUTDOWN.

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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES BEFORE AND EXCAVATION OR DIRECTIONAL BORING TAKES PLACE. 4. TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY GENERAL CONTRACTORS PRIVATE UTILITY LOCATOR CONTRACTOR AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 6. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. 7. COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE ALARM CONDUIT ROUTE, PROVIDE THE INFORMATION TO THE CIVIL CONTRACTOR FOR INSTALLATION. 8. THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT MAY BE INSTALLED IN THE EARTH LESS THAN THAN 1" DIAMETER. COORDINATE WITH THE CIVIL CONTRACTOR FOR MATERIALS NEEDED FOR BURYING CONDUIT REQUIRED BY THE FIRE ALARM DEVICES FOR SIGNALS AND POWER OF THOSE DEVICES. 9. VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD DEPTHS, COVER, BEDDING, TRACING AND RESTORATION. 10. THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. THE FIRE ALARM CONTRACTOR WILL ENSURE AND VERIFY THESE ARE DONE AND MAINTAINED. REPORT ISSUES TO THE PROJECT CCR IMMEDIATELY. SEE DETAILS. 11. ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING DAYS FROM THE VA TOMAH ACCEPTED END OF THE WORK, UNLESS OTHERWISE DESCRIBED OR NOTED IN THESE DOCUMENTS. COOPERATE AND OTHERWISE WORK WITH THE ALL CONTRACTORS TO QUICKLY FINISH OPEN TRENCHES, AND QUICKLY COMPLETE CONTRACTORS DUTIES.

AutoCAD SHX Text NOTE: THE GENERAL CONTRACTOR SHALL DIRECTLY HIRE A SPECIALIZED DEWATERING CONTRACTOR. THE GC AND DEWATERING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING DURING CONSTRUCTION. SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION. PREVIOUS SITE EVALUATION REPORTS HAVE NOTED THE GROUND WATER IN AND AROUND THE TOMAH VAMC CAMPUS SITE AS HIGH AS 3' TO 4' BELOW GRADE. ALL PENETRATIONS IN THE GROUNDWATER REQUIRE DEWATERING. PREVIOUS EVALUATION REPORTS RECOMMEND REMOVING GROUNDWATER FROM EXCAVATIONS WITH CONVENTIONAL PUMPS. THE DEWATERING CONTRACTOR MUST DEVELOP A DEWATERING PLAN FOR SUBMISSION AND REVIEW BY THE AE AND VA. GROUNDWATER REMOVAL SHALL BE PERFORMED BY THE DEWATERING CONTRACTOR. REVIEW ALL SPECIFICATIONS IN THE CONSTRUCTION DOCUMENTS FOR DEWATERING REQUIREMENTS BEYOND THOSE LISTED HERE.

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

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AC AC

BI

TU

M

IN

O U

S

PA

TH

B

B

B

B

B

O

XY

G

EN

FD012

JMD

FIRE ALARM

SITE PLAN NORTHEAST

DEMOLITION

HFB

1 1/50" = 1'-0"

PARTIAL SITE PLAN

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

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTSNORTH

AutoCAD SHX Text H

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B411 PIV

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B452/B455 PIV

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BLDG 411

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BLDG 400

AutoCAD SHX Text

BLDG 407

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BLDG 448

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BLDG 447

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BLDG 408

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BLDG 410

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BLDG 409

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BLDG 412

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FD136

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FD139

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FD138

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FD137

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FD128

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FD101

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FD132

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B412 PIV

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AutoCAD SHX Text

B409 PIV

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B410 PIV

AutoCAD SHX Text

AutoCAD SHX Text

B408 PIV

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B407 PIV

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B400 PIV

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B405 PIV

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B406 PIV

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BLDG 406

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BLDG 455

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BLDG 452

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BLDG 405

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BLDG 425

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FD146

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FD124

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FD144

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FD155

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FD122

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KEYED NOTES

AutoCAD SHX Text FIRE ALARM CONTRACTOR SHALL DISCONNECT AND REMOVE EXISTING TAMPER SWITCH FA DEVICE. REMOVE WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE REMOVED TO SOURCE. EXISTING FIRE ALARM. FIRE ALARM CONTRACTOR TO COORDINATE AND PROVIDE GUIDANCE TO THE CIVIL CONTRACTOR WHO SHALL REMOVE THE BURIED CONDUIT, CABLES, AND THE EXISTING METHOD USED TO HOUSE FIRE ALARM WIRING FROM TAMPER SWITCH TO INSIDE BUILDING COMPLETE. FIRE ALARM CONTRACTOR TO DEMOLISH ALL FIRE ALARM CONDUIT WITHIN EACH CRAWL SPACE FROM THE FOUNDATION WALL TO THE FACP FOR THIS TAMPER SWITCH, INCLUDING ALL SUPPORTS. FIRE ALARM CONTRACTOR TO DEMOLISH ALL FIRE ALARM CONDUIT WITHIN BUILDING FROM THE FOUNDATION WALL TO THE FACP FOR THIS TAMPER SWITCH, INCLUDING ALL SUPPORTS. THE FIRE ALARM CONTRACTOR SHALL HIRE THE TOMAH VAMC BUILDING AUTOMATION SYSTEM (BAS) CONTRACTOR TO DISCONNECT THE CONNECTION BETWEEN THE FIRE ALARM SYSTEM AND BAS.

AutoCAD SHX Text

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%%UGENERAL FIRE ALARM SITE WORK NOTES:

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AutoCAD SHX Text NOTE: WHEN ACCESS DRIVE IS REQUIRED TO BE CLOSED FOR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE SHUTDOWN 2 WEEKS (10 WORKING DAYS) PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT USED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF SHUTDOWN (5 WORKING DAYS MAXIMUM ALLOWED).. THE CONTRACTOR SHALL ALSO PROVIDE PROPER STATE OF WISCONSIN DOT AND MUTCD TRAFFIC WARNING SIGNS AND PROTECTION. TRAFFIC WARNING SIGNS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC ARE REQUIRED FOR THE ENTIRE DURATION OF THE SHUTDOWN.

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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES BEFORE AND EXCAVATION OR DIRECTIONAL BORING TAKES PLACE. 4. TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY GENERAL CONTRACTORS PRIVATE UTILITY LOCATOR CONTRACTOR AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 6. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. 7. COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE ALARM CONDUIT ROUTE, PROVIDE THE INFORMATION TO THE CIVIL CONTRACTOR FOR INSTALLATION. 8. THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT MAY BE INSTALLED IN THE EARTH LESS THAN THAN 1" DIAMETER. COORDINATE WITH THE CIVIL CONTRACTOR FOR MATERIALS NEEDED FOR BURYING CONDUIT REQUIRED BY THE FIRE ALARM DEVICES FOR SIGNALS AND POWER OF THOSE DEVICES. 9. VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD DEPTHS, COVER, BEDDING, TRACING AND RESTORATION. 10. THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. THE FIRE ALARM CONTRACTOR WILL ENSURE AND VERIFY THESE ARE DONE AND MAINTAINED. REPORT ISSUES TO THE PROJECT CCR IMMEDIATELY. SEE DETAILS. 11. ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING DAYS FROM THE VA TOMAH ACCEPTED END OF THE WORK, UNLESS OTHERWISE DESCRIBED OR NOTED IN THESE DOCUMENTS. COOPERATE AND OTHERWISE WORK WITH THE ALL CONTRACTORS TO QUICKLY FINISH OPEN TRENCHES, AND QUICKLY COMPLETE CONTRACTORS DUTIES.

AutoCAD SHX Text NOTE: THE GENERAL CONTRACTOR SHALL DIRECTLY HIRE A SPECIALIZED DEWATERING CONTRACTOR. THE GC AND DEWATERING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING DURING CONSTRUCTION. SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION. PREVIOUS SITE EVALUATION REPORTS HAVE NOTED THE GROUND WATER IN AND AROUND THE TOMAH VAMC CAMPUS SITE AS HIGH AS 3' TO 4' BELOW GRADE. ALL PENETRATIONS IN THE GROUNDWATER REQUIRE DEWATERING. PREVIOUS EVALUATION REPORTS RECOMMEND REMOVING GROUNDWATER FROM EXCAVATIONS WITH CONVENTIONAL PUMPS. THE DEWATERING CONTRACTOR MUST DEVELOP A DEWATERING PLAN FOR SUBMISSION AND REVIEW BY THE AE AND VA. GROUNDWATER REMOVAL SHALL BE PERFORMED BY THE DEWATERING CONTRACTOR. REVIEW ALL SPECIFICATIONS IN THE CONSTRUCTION DOCUMENTS FOR DEWATERING REQUIREMENTS BEYOND THOSE LISTED HERE.

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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P-UE P-UE

P-UE

B

B

O

XY

G

EN

P-

P-UE

P-U

E P-U

E P-U

E P-U

E P-U

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FD013

JMD

FIRE ALARM

SITE PLAN SOUTHWEST

DEMOLITION

HFB

1 1/50" = 1'-0"

PARTIAL SITE PLAN

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

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTSNORTH

AutoCAD SHX Text

B401 PIV

AutoCAD SHX Text

B23 PIV

AutoCAD SHX Text

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BLDG 260

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BLDG. 402

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BLDG 416

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BLDG 406

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BLDG 36

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BLDG 40

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BLDG T270

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BLDG 32

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BLDG 401

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BLDG 425

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BLDG 446

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OXYGEN STORAGE

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BLDG. 451

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BLDG NO. 23

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BLDG NO. 25

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BLDG NO. 15

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BLDG NO. 18

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BLDG NO. T240

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BLDG NO. 240A

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BLDG NO. 5

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BLDG NO. 6

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BLDG. 449

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BLDG 450

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FD150

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FD153

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FD148

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FD151

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FD149

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FD150

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FD143

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FD110

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FD106

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FD142

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FD124

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B416 PIV

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FD148

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B32 PIV

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B402 PIV

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KEYED NOTES

AutoCAD SHX Text FIRE ALARM CONTRACTOR SHALL DISCONNECT AND REMOVE EXISTING TAMPER SWITCH FA DEVICE. REMOVE WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE REMOVED TO SOURCE. EXISTING FIRE ALARM. FIRE ALARM CONTRACTOR TO COORDINATE AND PROVIDE GUIDANCE TO THE CIVIL CONTRACTOR WHO SHALL REMOVE THE BURIED CONDUIT, CABLES, AND THE EXISTING METHOD USED TO HOUSE FIRE ALARM WIRING FROM TAMPER SWITCH TO INSIDE BUILDING COMPLETE. FIRE ALARM CONTRACTOR TO DEMOLISH ALL FIRE ALARM CONDUIT WITHIN EACH CRAWL SPACE FROM THE FOUNDATION WALL TO THE FACP FOR THIS TAMPER SWITCH, INCLUDING ALL SUPPORTS. FIRE ALARM CONTRACTOR TO DEMOLISH ALL FIRE ALARM CONDUIT WITHIN BUILDING FROM THE FOUNDATION WALL TO THE FACP FOR THIS TAMPER SWITCH, INCLUDING ALL SUPPORTS. THE FIRE ALARM CONTRACTOR SHALL HIRE THE TOMAH VAMC BUILDING AUTOMATION SYSTEM (BAS) CONTRACTOR TO DISCONNECT THE CONNECTION BETWEEN THE FIRE ALARM SYSTEM AND BAS.

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%%UGENERAL FIRE ALARM SITE WORK NOTES:

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B406 PIV

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B15 PIV

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AutoCAD SHX Text NOTE: WHEN ACCESS DRIVE IS REQUIRED TO BE CLOSED FOR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE SHUTDOWN 2 WEEKS (10 WORKING DAYS) PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT USED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF SHUTDOWN (5 WORKING DAYS MAXIMUM ALLOWED).. THE CONTRACTOR SHALL ALSO PROVIDE PROPER STATE OF WISCONSIN DOT AND MUTCD TRAFFIC WARNING SIGNS AND PROTECTION. TRAFFIC WARNING SIGNS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC ARE REQUIRED FOR THE ENTIRE DURATION OF THE SHUTDOWN.

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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES BEFORE AND EXCAVATION OR DIRECTIONAL BORING TAKES PLACE. 4. TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY GENERAL CONTRACTORS PRIVATE UTILITY LOCATOR CONTRACTOR AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 6. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. 7. COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE ALARM CONDUIT ROUTE, PROVIDE THE INFORMATION TO THE CIVIL CONTRACTOR FOR INSTALLATION. 8. THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT MAY BE INSTALLED IN THE EARTH LESS THAN THAN 1" DIAMETER. COORDINATE WITH THE CIVIL CONTRACTOR FOR MATERIALS NEEDED FOR BURYING CONDUIT REQUIRED BY THE FIRE ALARM DEVICES FOR SIGNALS AND POWER OF THOSE DEVICES. 9. VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER VERIFY AND COORDINATE WITH THE CIVIL CONTRACTOR FOR COVER REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD DEPTHS, COVER, BEDDING, TRACING AND RESTORATION. 10. THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS THE CIVIL CONTRACTOR SHALL PROTECT ALL EXISTING STORM WATER INLETS WITH GEOTEXTILE FABRIC. THE FIRE ALARM CONTRACTOR WILL ENSURE AND VERIFY THESE ARE DONE AND MAINTAINED. REPORT ISSUES TO THE PROJECT CCR IMMEDIATELY. SEE DETAILS. 11. ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR ALL RESTORATION FOR LAWN, SIDEWALK, ROADWAYS, AND ALL EXTERIOR FEATURES SHALL BE COMPLETED WITHIN 15 WORKING DAYS FROM THE VA TOMAH ACCEPTED END OF THE WORK, UNLESS OTHERWISE DESCRIBED OR NOTED IN THESE DOCUMENTS. COOPERATE AND OTHERWISE WORK WITH THE ALL CONTRACTORS TO QUICKLY FINISH OPEN TRENCHES, AND QUICKLY COMPLETE CONTRACTORS DUTIES.

AutoCAD SHX Text NOTE: THE GENERAL CONTRACTOR SHALL DIRECTLY HIRE A SPECIALIZED DEWATERING CONTRACTOR. THE GC AND DEWATERING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING DURING CONSTRUCTION. SEE SPECIFICATION SECTION 312319 FOR ADDITIONAL INFORMATION. PREVIOUS SITE EVALUATION REPORTS HAVE NOTED THE GROUND WATER IN AND AROUND THE TOMAH VAMC CAMPUS SITE AS HIGH AS 3' TO 4' BELOW GRADE. ALL PENETRATIONS IN THE GROUNDWATER REQUIRE DEWATERING. PREVIOUS EVALUATION REPORTS RECOMMEND REMOVING GROUNDWATER FROM EXCAVATIONS WITH CONVENTIONAL PUMPS. THE DEWATERING CONTRACTOR MUST DEVELOP A DEWATERING PLAN FOR SUBMISSION AND REVIEW BY THE AE AND VA. GROUNDWATER REMOVAL SHALL BE PERFORMED BY THE DEWATERING CONTRACTOR. REVIEW ALL SPECIFICATIONS IN THE CONSTRUCTION DOCUMENTS FOR DEWATERING REQUIREMENTS BEYOND THOSE LISTED HERE.

AutoCAD SHX Text one eighth inch = one foot

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2.

FD014

JMD

FIRE ALARM

SITE PLAN SOUTHEAST

DEMOLITION

HFB

1 1/64" = 1'-0"

PARTIAL SITE PLAN

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

676-22-110 Office of Facilities

Management

APRIL 21, 2026

CONSULTANTS:

500 E VETERANS ST

TOMAH, WI 54660

MEDICAL CENTER

VETERANS AFFAIRS

UPGRADE FIRE ALARM

SYSTEM DESIGN

1021 N. Superior Ave, Unit 11 Tomah, Wisconsin 54660

FINAL BID DOCUMENTSNORTH

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BLDG NO. 1

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BLDG NO. 2

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BLDG NO. T223

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BLDG NO. 3

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BLDG NO. 12

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BLDG NO. 4

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BLDG NO. 10

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BLDG NO. 427

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BLDG NO. T212

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BLDG NO. 215

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FD147

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FD153

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FD148

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%%UGENERAL FIRE ALARM SITE WORK NOTES:

AutoCAD SHX Text NOTE: SEE THE REFERENCED SHEETS NOTED FOR DEMOLITION WORK IN THESE BUILDINGS. THERE IS NO SITE WORK FOR DEMOLITION ASSOCIATED WITH ANY BUILDING ON THIS DRAWING.

AutoCAD SHX Text NOTE: WHEN ACCESS DRIVE IS REQUIRED TO BE CLOSED FOR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE SHUTDOWN 2 WEEKS (10 WORKING DAYS) PRIOR TO EVENT. INCLUDE IN THE REQUEST A DETAILED PROCEDURE, MATERIALS OR EQUIPMENT USED, VEHICLES INCLUDED, NUMBER OF STAFF WORKING ON THE PROCEDURE AND THE EXPECTED DURATION OF SHUTDOWN (5 WORKING DAYS MAXIMUM ALLOWED).. THE CONTRACTOR SHALL ALSO PROVIDE PROPER STATE OF WISCONSIN DOT AND MUTCD TRAFFIC WARNING SIGNS AND PROTECTION. TRAFFIC WARNING SIGNS FOR CONTROLLING AND REDIRECTING PEDESTRIAN AND VEHICLE TRAFFIC ARE REQUIRED FOR THE ENTIRE DURATION OF THE SHUTDOWN.

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1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY THE GENERAL CONTRACTOR MUST CONTRACT WITH A PRIVATE UTILITY LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED UTILITIES BEFORE AND EXCAVATION OR DIRECTIONAL BORING TAKES PLACE. 4. TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY GENERAL CONTRACTORS PRIVATE UTILITY LOCATOR CONTRACTOR AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, 'BIRD BATH' CONDITIONS. 6. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. 7. COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE ALARM CONDUIT ROUTE, PROVIDE THE INFORMATION TO THE CIVIL CONTRACTOR FOR INSTALLATION. 8. THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL THE CIVIL CONTRACTOR SHALL PROVIDE THE RED CONDUIT. THE CIVIL DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT MAY BE INSTALLED IN THE EARTH LESS THAN THAN 1" DIAMETER.