S02 - PART 6 - FIRE ALARM NEW PLANS 20260421.pdf

PDF 18 MB Posted Aug 13, 2026

Attached to: Z1DA--Upgrade Fire Alarm System Construction 676-22-110
Solicitation number: 36C25226B0014-1
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

About this file

Written by GovTribe AI · Aug 13, 2026

These are final bid documents consisting of fire alarm system design drawings for an upgrade project at the Veterans Affairs Medical Center in Tomah, Wisconsin (Project Number 676-22-110). The drawings were prepared by PCG consultants and approved April 21, 2026, by the Office of Facilities Management.

The documents include comprehensive fire alarm design plans across multiple buildings (B400, B401, B402, B403, B404, B405, and B406) with site plans covering northwest, northeast, southwest, and southeast sections of the facility. Each building contains detailed floor plans showing fire alarm device locations, including pull stations, alarm bells, horn/strobes, detectors, and interconnecting conduit runs across first floors, partial basements, second floors, third floors, attics, and select fourth floor areas. General notes and keyed notes on each drawing specify installation requirements such as conduit specifications, device mounting heights, wiring protocols, labeling standards, testing procedures, and connections to the main fire alarm control panel. The drawings are drawn to various scales (primarily 1/8" = 1'-0") and are marked as "NEW WORK" indicating this is a system upgrade rather than renovation of existing infrastructure. Site plans at 1/50" and 1/64" scales show the geographic distribution of buildings and external routing for fire alarm system components.

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Other files

File	Type	Posted
S06 - Att 1 Updates to Pages 3 and 11 of SOL 36C25226B0014.pdf	PDF	Oct 7, 2026
36C25226B0014 0003.docx	DOCX document	Oct 7, 2026
S06 - Att 3 RFI Response A0003 Oct 6 2026.pdf	PDF	Oct 7, 2026
S06 - Att 2 Addendum No1 676-22-110 Upgrade Fire Alarm System 20260929.pdf	PDF	Oct 7, 2026
S06 - 36C25226B0014 0002.pdf	PDF	Sep 21, 2026
S06 - Medium Risk Locations - Upgrade Fire Alarm 02.pdf	PDF	Sep 4, 2026
36C25226B0014 0001.docx	DOCX document	Sep 4, 2026
S06 - RFI Response A0001 Sep 3 2026.pdf	PDF	Sep 4, 2026
S06 - Low Risk Locations - Upgrade Fire Alarm.pdf	PDF	Sep 4, 2026
S06 - High-Highest Risk Locations - Upgrade Fire Alarm.pdf	PDF	Sep 4, 2026
S06 - Infection Control 676-22-110 Upgrade Fire Alarm.pdf	PDF	Sep 4, 2026
S06 - Site Visit Sign-in Aug 25 27-2026.pdf	PDF	Sep 4, 2026
S02 - PART 9 - ELECTRICAL DRAWINGS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 3 - FIRE ALARM DEMO PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 2 - CIVIL DRAWINGS 20260421.pdf	PDF	Aug 13, 2026
S02 - 36C25226B0014.docx	DOCX document	Aug 13, 2026
S02 - PART 8 - FIRE ALARM NEW ONE-LINE DIAGRAMS 20260421.pdf	PDF	Aug 13, 2026
S02 - Bid Specifications_20260421.pdf	PDF	Aug 13, 2026
S02 - PART 7 - FIRE ALARM NEW PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 4 - FIRE ALARM DEMO PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 5 - FIRE ALARM DEMO ONE-LINE DIAGRAMS 20260421.pdf	PDF	Aug 13, 2026
S02 - Wage Determination WI20260011 Building Mod 1 20260518.pdf	PDF	Aug 13, 2026
S02 - PART 1 - GENERAL DRAWINGS 20260421.pdf	PDF	Aug 13, 2026

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FA011

JMD

FIRE ALARM

SITE PLAN NORTHWEST -

NEW WORK

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:

1 2 3 4 5 6 87 9

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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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 260

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BLDG T290

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BLDG. 402

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BLDG 416

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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 421

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BLDG 404

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BLDG 424

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KEYED NOTES

AutoCAD SHX Text FIRE ALARM CONTRACTOR SHALL PROVIDE A NEW TAMPER SWITCH WITH WEATHERPROOF ENCLOSURE. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP FIRE ALARM CONTRACTOR TO PROVIDE HAND HOLE FOR INSTALLATION OF LIQUID-TIGHT CONDUIT AT EXISTING PIV. FIRE ALARM CONTRACTOR TO PROVIDE, WIRING, CABLE, WEATHER PROOF COVER, HAND HOLES, AND ALL NECESSARY PIECES FOR A COMPLETE INSTALLATION OF A PIV TAMPER SWITCH. SEE SPECIFICATIONS. COORDINATE THE THE CIVIL CONTRACTOR WHO SHALL PROVIDE THE NEW LIQUID-TIGHT RED COLORED CONDUIT, INSTALL 12" BELOW GRADE, PROVIDE TRACING TAPE PER SPECIFICATIONS. COORDINATE WITH FIRE ALARM CONTRACTOR FOR INSTALLATION LOCATION. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING THE RED LIQUID-TIGHT CONDUIT THROUGH THE FOUNDATION, SEAL THE FOUNDATION, AND PROVIDE 36" SLACK FOR THE FIRE ALARM CONTRACTOR. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B423 TO B290. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B415 TO B421. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B295 TO B296. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B402 TO B451. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B403 TO B445. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. THE FIRE ALARM CONTRACTOR SHALL HIRE THE TOMAH VAMC BUILDING AUTOMATION SYSTEM (BAS) CONTRACTOR TO RE-CONNECT THE FIRE ALARM SYSTEM AND THE BAS.

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%%UGENERAL FIRE ALARM FIELD WORK NOTES:

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 STARTING CONSTRUCTION AND SHALL BE 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 LOCATOR CONTRACTOR TO FIND AND LOCATE ALL BURIED 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 LINES AND EQUIPMENT. VERIFY COVER 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 INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, 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 WITHOUT CAUSING PONDING ISSUES. REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. 7. COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO DEFINE AND LOCATE THE REQUIRED FIRE 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 DRAWINGS STATE 2" DIAMETER. NO FIRE ALARM CONDUIT 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 REQUIREMENTS MEETING MINIMUM AND INDUSTRY STANDARD 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 WITH GEOTEXTILE FABRIC. THE FIRE ALARM 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 FEATURES SHALL BE COMPLETED WITHIN 15 WORKING 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. 12. PROJECT REVIEWED BY FP&C FOR COMPLIANCE TO VHA AND NFPA FIRE ALARM REQUIREMENTS.PROJECT REVIEWED BY FP&C FOR COMPLIANCE TO VHA AND NFPA FIRE ALARM REQUIREMENTS.

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.

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VA FORM 08-6231, OCT 1978

AC AC

O U

FA012

JMD

FIRE ALARM

SITE PLAN NORTHEAST

NEW WORK

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:

1 2 3 4 5 6 87 9

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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B411 PIV

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B452/B455 PIV

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BLDG 411

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BLDG 400

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BLDG 407

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BLDG 448

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BLDG 408

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BLDG 410

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BLDG 409

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B412 PIV

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B409 PIV

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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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AutoCAD SHX Text FIRE ALARM CONTRACTOR SHALL PROVIDE A NEW TAMPER SWITCH WITH WEATHERPROOF ENCLOSURE. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP FIRE ALARM CONTRACTOR TO PROVIDE HAND HOLE FOR INSTALLATION OF LIQUID-TIGHT CONDUIT AT EXISTING PIV. FIRE ALARM CONTRACTOR TO PROVIDE, WIRING, CABLE, WEATHER PROOF COVER, HAND HOLES, AND ALL NECESSARY PIECES FOR A COMPLETE INSTALLATION OF A PIV TAMPER SWITCH. SEE SPECIFICATIONS. COORDINATE THE THE CIVIL CONTRACTOR WHO SHALL PROVIDE THE NEW LIQUID-TIGHT RED COLORED CONDUIT, INSTALL 12" BELOW GRADE, PROVIDE TRACING TAPE PER SPECIFICATIONS. COORDINATE WITH FIRE ALARM CONTRACTOR FOR INSTALLATION LOCATION. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING THE RED LIQUID-TIGHT CONDUIT THROUGH THE FOUNDATION, SEAL THE FOUNDATION, AND PROVIDE 36" SLACK FOR THE FIRE ALARM CONTRACTOR. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B407 TO B448. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B406 TO B446. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B406 TO B450. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR TO PROVIDE 2" CONDUIT, RED IN COLOR FROM B400 TO EXISTING TRAMWAY. SEE DETAILS. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR TO PROVIDE 2" DIRECTIONAL BORE CONDUIT, RED IN COLOR FROM EXISTING TRAMWAY TO B448. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. HOWEVER, ONLY ONE-HALF OF THE INSTALLATION MAY HAPPEN AT ONCE, NORTH-HALF DRIVING LANE OR SOUTH HALF DRIVING LANE, AND THE INSTALLATION MUST HAPPEN IN TWO CONSECUTIVE WORKING WEEKS. ROUTE 2" RED RIGID CONDUIT THROUGH EXISTING TRAMWAY AT CEILING OF EXISTING STRUCTURE. PROVIDE FOUR (4) JUNCTION BOXES INSIDE EXISTING TRAMWAY. SECURE TO STRUCTURE. THE FIRE ALARM CONTRACTOR SHALL HIRE THE TOMAH VAMC BUILDING AUTOMATION SYSTEM (BAS) CONTRACTOR TO RE-CONNECT THE FIRE ALARM SYSTEM AND THE BAS.

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KEYED NOTES

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%%UGENERAL FIRE ALARM SITE WORK NOTES:

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BLDG 446

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BLDG 450

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P-UE P-UE

P-UE

P-

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P- U

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P- U

P-U E

P- U

E P-

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FA013

JMD

FIRE ALARM

SITE PLAN SOUTHWEST -

NEW WORK

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:

1 2 3 4 5 6 87 9

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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B401 PIV

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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 32

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BLDG 401

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OXYGEN STORAGE

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BLDG NO. 23

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BLDG NO. T240

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BLDG 450

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B416 PIV

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BLDG 36

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AutoCAD SHX Text FIRE ALARM CONTRACTOR SHALL PROVIDE A NEW TAMPER SWITCH WITH WEATHERPROOF ENCLOSURE. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP FIRE ALARM CONTRACTOR TO PROVIDE HAND HOLE FOR INSTALLATION OF LIQUID-TIGHT CONDUIT AT EXISTING PIV. FIRE ALARM CONTRACTOR TO PROVIDE, WIRING, CABLE, WEATHER PROOF COVER, HAND HOLES, AND ALL NECESSARY PIECES FOR A COMPLETE INSTALLATION OF A PIV TAMPER SWITCH. SEE SPECIFICATIONS. COORDINATE THE THE CIVIL CONTRACTOR WHO SHALL PROVIDE THE NEW LIQUID-TIGHT RED COLORED CONDUIT, INSTALL 12" BELOW GRADE, PROVIDE TRACING TAPE PER SPECIFICATIONS. COORDINATE WITH FIRE ALARM CONTRACTOR FOR INSTALLATION LOCATION. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING THE RED LIQUID-TIGHT CONDUIT THROUGH THE FOUNDATION, SEAL THE FOUNDATION, AND PROVIDE 36" SLACK FOR THE FIRE ALARM CONTRACTOR. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B18 TO B240. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B240 TO B240A. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. COORDINATE WITH THE CIVIL CONTRACTOR WHO IS PROVIDING 2" CONDUIT, RED IN COLOR FROM B40 TO B449. PROVIDE NEW WIRING, FITTINGS, SUPPORTS, AND SYSTEM JUNCTION BOXES. WIRING TO BE PROVIDED FROM SOURCE FACP. SEE DETAILS. CIVIL CONTRACTOR TO PROVIDE 2" CONDUIT, RED IN COLOR FROM B36 TO B270. PROVIDE TRACER WIRE ABOVE CONDUIT. SEE DETAILS. CALL DIGGERS HOT-LINE FOR BURIED UTILITIES. SAW CUT EXISTING PAVEMENT, EXCAVATE, PLACE CONDUIT, TRACER, BEDDING, COVER, REPAIR AND REPLACE ASPHALT PAVEMENT, AND MARK PAVEMENT IN 5 WORKING DAYS. PROVIDE STATE OF WISCONSIN AND MUTCD CONTROL DEVICES AND PROTECTION FOR OPEN EXCAVATION. PROVIDE CONSTRUCTION FENCING UNTIL ENTIRE EXCAVATION IS PAVED AND MARKED. ONE-HALF OF ROADWAY MAY BE BLOCKED AT ANY ONE TIME. DIRECTIONAL BORE MAY BE USED UNDER ROADWAY. THE FIRE ALARM CONTRACTOR SHALL HIRE THE TOMAH VAMC BUILDING AUTOMATION SYSTEM (BAS) CONTRACTOR TO RE-CONNECT THE FIRE ALARM SYSTEM AND THE BAS.

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B23 PIV

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B32 PIV

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KEYED NOTES

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%%UGENERAL CIVIL WORK NOTES:

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B15 PIV

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FA156

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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 STARTING 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 LOCATOR 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 LINES 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 INSTALLATION, 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 WITHOUT REPLACEMENT PAVEMENT SHALL MATCH EXISTING PAVEMENT ELEVATIONS WITHOUT CAUSING PONDING ISSUES. 7. COORDINATE REQUIRED EARTHWORK WITH THE GC. FIRE ALARM CONTRACTOR TO 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 DRAWINGS 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 REQUIREMENTS 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 WITH 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 FEATURES 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. 12. PROJECT REVIEWED BY FP&C FOR COMPLIANCE TO VHA AND NFPA FIRE ALARM PROJECT REVIEWED BY FP&C FOR COMPLIANCE TO VHA AND NFPA FIRE ALARM REQUIREMENTS.

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

FA014

JMD

FIRE ALARM

SITE PLAN SOUTHEAST -

NEW WORK

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:

1 2 3 4 5 6 87 9

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

BLDG NO. 1

AutoCAD SHX Text

BLDG NO. 2

AutoCAD SHX Text

BLDG NO. T223

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BLDG NO. 3

AutoCAD SHX Text

BLDG NO. 12

AutoCAD SHX Text

BLDG NO. 4

AutoCAD SHX Text

BLDG NO. 10

AutoCAD SHX Text

BLDG NO. 427

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BLDG NO. T212

AutoCAD SHX Text

BLDG NO. 215

AutoCAD SHX Text

FA147

AutoCAD SHX Text

FA147

AutoCAD SHX Text

FA153

AutoCAD SHX Text

FA149

AutoCAD SHX Text

FA148

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FA148

AutoCAD SHX Text

FA154

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FA153

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KEYED NOTES

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%%UGENERAL CIVIL WORK NOTES:

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FA156

AutoCAD SHX Text

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 LOCATOR 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. 12. PROJECT REVIEWED BY FP&C FOR COMPLIANCE TO VHA AND NFPA FIRE PROJECT REVIEWED BY FP&C FOR COMPLIANCE TO VHA AND NFPA FIRE ALARM REQUIREMENTS.

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

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

T V

12.1

0.5

6.5

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER:

1 2 3 4 5 6 87 9

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

FIRE ALARM B400 FIRST FLOOR

AND PARTIAL BASEMENT

PLANS - NEW WORK

FA101

JMDHFB

1 1/8" = 1'-0"

FIRST FLOOR PLAN

NORTH

B400

2 1/8" = 1'-0"

PARTIAL BASEMENT FLOOR PLAN

NORTH

AutoCAD SHX Text

STOR.

AutoCAD SHX Text

STOR.

AutoCAD SHX Text 1030A

AutoCAD SHX Text

ANTE

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MECH.

AutoCAD SHX Text 400M3

AutoCAD SHX Text

ELEC.

AutoCAD SHX Text 400E3

AutoCAD SHX Text

VAULT

AutoCAD SHX Text 400E3B

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ELEC.

AutoCAD SHX Text 400E3C

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MECH.

AutoCAD SHX Text 1041A

AutoCAD SHX Text

ELEC.

AutoCAD SHX Text 400E3A

AutoCAD SHX Text

TOILET

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TOILET

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ELEV. LOBBY

AutoCAD SHX Text 0C15

AutoCAD SHX Text

HAC

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

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PROV. OFFICE

AutoCAD SHX Text 1066G

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PROV. OFFICE

AutoCAD SHX Text 1066F

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1066E

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1066C

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1066D

AutoCAD SHX Text

CORR.

AutoCAD SHX Text 0C16

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SOILED UT.

AutoCAD SHX Text 1066B

AutoCAD SHX Text

TOILET

AutoCAD SHX Text 1066A

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text S8

AutoCAD SHX Text

IT CLOSET

AutoCAD SHX Text 1051B

AutoCAD SHX Text

ELEC

AutoCAD SHX Text 1051A

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

WAITING

AutoCAD SHX Text

CORR.

AutoCAD SHX Text 0C17

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1064C

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1064B

AutoCAD SHX Text

CORR.

AutoCAD SHX Text 0C17C

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OFFICE

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EXAM

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EXAM

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MEDS

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CLEAN SUPPLY

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NURSE STN

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CORR.

AutoCAD SHX Text 0C17A

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CONSULT 1

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SW OFFICE

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RECEPTION

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CLINIC

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IT CLOSET

AutoCAD SHX Text

RECEPTION

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

WAITING

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text 1080A

AutoCAD SHX Text

WAITING

AutoCAD SHX Text 1080B

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1060A

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1060B

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1060C

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1060D

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1060E

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1060F

AutoCAD SHX Text

WORK RM

AutoCAD SHX Text 1064A

AutoCAD SHX Text

CORR.

AutoCAD SHX Text 0C17B

AutoCAD SHX Text

CORR.

AutoCAD SHX Text 0C19A

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

ADMIS.

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

OFFICE

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ROI

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OFFICE

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AutoCAD SHX Text E&E

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CORR.

AutoCAD SHX Text 0C18

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RM 2

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CONSULT

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ROOM

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CONSULT

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CONF

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STORAGE

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LOGISTICS

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CLEAN UTILITY

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NURSE

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MANAGER

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OFFICE

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OFFICE

AutoCAD SHX Text

MANAGER

AutoCAD SHX Text

NURSE

AutoCAD SHX Text

TLT

AutoCAD SHX Text 1022B

AutoCAD SHX Text

UTILITY/SPD

AutoCAD SHX Text

SOILED

AutoCAD SHX Text

EXAM 2

AutoCAD SHX Text

STAFF TLT

AutoCAD SHX Text 1019B

AutoCAD SHX Text

EXAM 1

AutoCAD SHX Text

TLT

AutoCAD SHX Text

PATIENT

AutoCAD SHX Text

TEAM WORK STATIONS

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text S9

AutoCAD SHX Text

EQ. ALCOVE

AutoCAD SHX Text

MEDS

AutoCAD SHX Text

CHECK IN/OUT

AutoCAD SHX Text 1032A

AutoCAD SHX Text

RECEPT

AutoCAD SHX Text

MECH

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WEIGH AREA

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STOR.

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EXAM 8

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EXAM 9

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EXAM 10

AutoCAD SHX Text

TELEHEALTH

AutoCAD SHX Text

EXAM 12

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EXAM 11

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TELEHEALTH

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CONSULT RM 3

AutoCAD SHX Text

EXAM 13/

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CORR.

AutoCAD SHX Text 0C12

AutoCAD SHX Text

OFFICE

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OFFICE

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text 0C20

AutoCAD SHX Text

UTILITY

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CLEAN

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SOILED UT.

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SUPPLY

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CLEAN

AutoCAD SHX Text

EXAM 7

AutoCAD SHX Text

TLT/SHWR

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EXAM 6

AutoCAD SHX Text

ALCOVE

AutoCAD SHX Text

EXAM

AutoCAD SHX Text 1099A

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text 0C21

AutoCAD SHX Text

BARIATRIC

AutoCAD SHX Text

WOMENS HEALTH

AutoCAD SHX Text 1100A

AutoCAD SHX Text

EXAM 5

AutoCAD SHX Text

WOMENS

AutoCAD SHX Text

HEALTH TLT

AutoCAD SHX Text 1100B

AutoCAD SHX Text

BARIATRIC

AutoCAD SHX Text

STAFF LOUNGE

AutoCAD SHX Text

EXAM 2

AutoCAD SHX Text 1104A

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text 0C19

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text 0C22

AutoCAD SHX Text

TEAM AREA

AutoCAD SHX Text 1086A

AutoCAD SHX Text

TEAM AREA

AutoCAD SHX Text 1101A

AutoCAD SHX Text

TRIAGE

AutoCAD SHX Text

MEDS

AutoCAD SHX Text

EXAM 4

AutoCAD SHX Text

WAITING

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ANTE RM

AutoCAD SHX Text 1108A

AutoCAD SHX Text

TLT

AutoCAD SHX Text 1108C

AutoCAD SHX Text A.I.I.

AutoCAD SHX Text 1108B

AutoCAD SHX Text

EXAM 1

AutoCAD SHX Text

ALCOVE

AutoCAD SHX Text

WHEELCHAIR

AutoCAD SHX Text

HAC

AutoCAD SHX Text

RECEPTION

AutoCAD SHX Text 1080C

AutoCAD SHX Text

CORR.

AutoCAD SHX Text 0C14

AutoCAD SHX Text

MH TOILET

AutoCAD SHX Text 1099B

AutoCAD SHX Text

CORR

AutoCAD SHX Text 0C13

AutoCAD SHX Text

WAITING

AutoCAD SHX Text 1032B

AutoCAD SHX Text

LACTATION

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TOILET

AutoCAD SHX Text

AMBUL. BAY

AutoCAD SHX Text

FAMILY TLT

AutoCAD SHX Text

CORR.

AutoCAD SHX Text 0C17D

AutoCAD SHX Text

CORR.

AutoCAD SHX Text 0C11

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text S7

AutoCAD SHX Text

ELEV.

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ELEV.

AutoCAD SHX Text

UNKNOWN

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UNKNOWN

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LACTATION

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ELEC

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EXAM RM

AutoCAD SHX Text 1085B

AutoCAD SHX Text

SEE DETAIL 2 ON THIS SHEET FOR BASEMENT MECHANICAL ROOM IN THIS AREA

AutoCAD SHX Text

MAIN FIRE ALARM CONTROL PANEL

AutoCAD SHX Text

REMOTE ANNUNCIATOR

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text

KEYED NOTES:

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GENERAL NOTES:

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AutoCAD…

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File details come from the government source that posted it. Updated Aug 13, 2026.