S06 - Att 2 Addendum No1 676-22-110 Upgrade Fire Alarm System 20260929.pdf

PDF 6 MB Posted Oct 7, 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 · Oct 7, 2026

This is a Pre-Bid Addendum No. 001 issued by the Department of Veterans Affairs for the Tomah VA Medical Center's Upgrade Fire Alarm System project (VA Project No. 676-22-110), dated September 29, 2026. The addendum modifies the original bid documents dated April 21, 2026, and incorporates responses to seven pre-bid Requests for Information (RFIs 25, 31, 32, 65, 67, 87) and a VA Tomah IT Technicians language clarification. The addendum consists of four narrative pages, 12 modified drawings, five deleted specification sections, two added specification sections, and three edited specification sections.

Drawing modifications include updates to civil details (Detail 10 – Pullbox/Handhole Detail on C501), demolition plans for the MRI Trailer and Room 1785 duct smoke detectors across multiple buildings (B400, B407), new work specifications for specialized detectors in the MRI Trailer and Room 1785, and additions of 25 access panels (2' x 2') to B405 floors as noted by Keyed Note 19. Specification changes address Division 27 communications sections (deleting non-applicable sections while retaining Two-Way Radio Equipment and Systems), reducing the guaranty period services from five years to one year under Section 28 31 00, permitting self-performance of photographic documentation using 360-degree camera systems and the HoloBuilder platform per Section 01 00 00, and adding two new specification sections (26 05 26 – Grounding and Bonding for Electrical Systems and 26 05 41 – Underground Electrical Construction). An additional requirement mandates that any wireless spectrum dependent devices or transmitters must have NTIA SPS Equipment Certification prior to delivery under Section 28 31 00, Fire Detection and Alarm, subsection 2.3 Fire Alarm Control Unit, Remote Transmissions.

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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
S06 - Att 3 RFI Response A0003 Oct 6 2026.pdf	PDF	Oct 7, 2026
36C25226B0014 0003.docx	DOCX document	Oct 7, 2026
S06 - 36C25226B0014 0002.pdf	PDF	Sep 21, 2026
S06 - Low 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
S06 - High-Highest Risk Locations - Upgrade Fire Alarm.pdf	PDF	Sep 4, 2026
S06 - RFI Response A0001 Sep 3 2026.pdf	PDF	Sep 4, 2026
S06 - Medium Risk Locations - Upgrade Fire Alarm 02.pdf	PDF	Sep 4, 2026
36C25226B0014 0001.docx	DOCX document	Sep 4, 2026
S02 - PART 3 - 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 - PART 8 - FIRE ALARM NEW ONE-LINE DIAGRAMS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 4 - FIRE ALARM DEMO PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 1 - GENERAL DRAWINGS 20260421.pdf	PDF	Aug 13, 2026
S02 - Wage Determination WI20260011 Building Mod 1 20260518.pdf	PDF	Aug 13, 2026
S02 - Bid Specifications_20260421.pdf	PDF	Aug 13, 2026
S02 - PART 6 - FIRE ALARM NEW PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 7 - FIRE ALARM NEW PLANS 20260421.pdf	PDF	Aug 13, 2026
S02 - 36C25226B0014.docx	DOCX document	Aug 13, 2026
S02 - PART 9 - ELECTRICAL DRAWINGS 20260421.pdf	PDF	Aug 13, 2026
S02 - PART 2 - CIVIL DRAWINGS 20260421.pdf	PDF	Aug 13, 2026

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DEPARTMENT OF VETERANS AFFAIRS

TOMAH VA MEDICAL CENTER

500 E. VETERANS STREET

TOMAH, WI 54660

PROJECT NAME: UPGRADE FIRE ALARM SYSTEM

VA PROJECT NO: 676-22-110

PRE-BID ADDENDUM NO. 001

Page | 1

BID ADDENDUM NO. 001

ISSUE DATE: September 29, 2026

Reference Pre-Bid RFI’s.: 25, 31, 32, 65, 67, 87, and VA Tomah IT Technicians language/clarification insert.

TITLE: Pre-Bid Addendum No. 001: The following instructions herein and the listed documents below are hereby modified to be incorporated as part of the contract documents.

This Bid Addendum No. 001 consists of

1. Narrative (4) Pages.

2. Drawings (12) Drawings were MODIFIED.

3. Specifications (5) Specification sections were DELETED/REMOVED.

4. Specifications (2) Specification sections were ADDED.

5. Specifications (3) Specification sections were EDITED.

Revisions to the drawings and specifications listed below were required to incorporate

Bid Addendum No. 001 into the Bid Documents dated April 21, 2026.

CHANGES TO DRAWINGS (see attached full size sheets):

1. C501 – CIVIL DETAILS

The following revisions are required:

a. ADD: Add – DETAIL 10 - PULLBOX/HANDHOLE DETAIL.

2. FD101 – FIRE ALARM B400 FIRST FLOOR AND PARTIAL

BASEMENT PLANS – DEMOLITION

The following revisions are required:

a. VA Tomah IT Technicians

b. ADD: Demolition of existing Smoke Detector and Heat Detector in

MRI Trailer.

c. ADD: Remove all conduit, back boxes, supports from the last device inside the MRI Trailer through the connection point inside B400.

3. FD128 – FIRE ALARM B407 FIRST FLOOR AND PARTIAL

BASEMENT PLANS – DEMOLITION

The following revisions are required:

a. VA Tomah IT Technicians

b. ADD: Demolition of two (2) existing Duct Smoke Detectors and associated Monitoring Modules in Room 1785.

4. FD702 – FIRE ALARM B400 RISER DIAGRAM – BASEMENT, FIRST,

AND SECOND FLOORS – DEMOLITION

Page | 2

a. VA Tomah IT Technicians

b. ADD: Demolition of existing Smoke Detector and Heat Detector in

MRI Trailer.

5. FD714 – FIRE ALARM B407 RISER DIAGRAM – BASEMENT, FIRST,

AND SECOND FLOORS – DEMOLITION

The following revisions are required:

a. VA Tomah IT Technicians

b. ADD: Demolition of two (2) existing Duct Smoke Detectors and associated Monitoring Modules in Room 1785.

6. FA101 – FIRE ALARM B400 FIRST FLOOR AND PARTIAL

BASEMENT PLANS – NEW WORK.

The following revisions are required:

a. VA Tomah IT Technicians

b. ADD: Provide new specialized Smoke Detector and Heat Detector in

MRI Trailer.

c. ADD: Coring and sealing of wall, weatherproof boxes and water-tight conduits, red conduit, red back boxes, supports, ground supports, red non-ferrous conduit, all connections to existing FA

System from the last device inside B400.

7. FA121 – FIRE ALARM B404 ATTIC PLAN – NEW WORK

a. PRE-BID RFI-31.

b. ADD: Duct Smoke Detector and Monitoring Module near AHU-2.

8. FA122 - FIRE ALARM B405 FIRST AND SECOND FLOOR PLANS –

NEW WORK

a. PRE-BID RFI-32.

b. DETAIL 2 - SECOND FLOOR PLAN - ADD: Add 25 – 2’ x 2’ access panels as shown and noted by KEYED NOTE 19.

9. FA123 - FIRE ALARM B405 THIRD FLOOR PLAN – NEW WORK

a. PRE-BID RFI-32.

b. DETAIL 1 - THIRD FLOOR PLAN - ADD: Add 25 – 2’ x 2’ access panels as shown and noted by KEYED NOTE 19.

10. FD128 – FIRE ALARM B407 FIRST FLOOR AND PARTIAL

BASEMENT PLANS – NEW WORK.

The following revisions are required:

a. VA Tomah IT Technicians

b. ADD: Provide two (2) Duct Smoke Detectors and associated

Monitoring Modules in Room 1785.

Page | 3

11. F702 - FIRE ALARM B400 RISER DIAGRAM – BASEMENT, FIRST,

AND SECOND FLOORS – NEW WORK.

a. VA Tomah IT Technicians

b. ADD: Provide new specialized Smoke Detector and Heat Detector in

MRI Trailer.

12. F714 – FIRE ALARM B407 RISER DIAGRAM – BASEMENT, FIRST,

AND SECOND FLOORS – NEW WORK.

The following revisions are required:

a. VA Tomah IT Technicians

b. ADD: Provide two (2) Duct Smoke Detectors and associated

Monitoring Modules in Room 1785.

CHANGES TO SPECIFICATIONS (see attached specification sections):

1. DIVISION 00 -SPECIAL SECTIONS:

a. MODIFY: 01 00 00 - TABLE OF CONTENTS:

ADD/DELETE/MODIFY as noted in this ADDENDUM No. 001.

b. RFI-65 - ADD: Add/Insert the entire Specification Section 26 05 26

Grounding and Bonding for Electrical Systems to the Specifications

Divisions 00 – 28.

c. RFI-65 - ADD: Add/Insert the entire Specification Section 26 05 41

Underground Electrical Construction to the Specifications Divisions

00 – 28.

d. DELETE: Delete Specification sections as listed in item #2 below.

2. Pre-Bid RFI-25: There is a specifications section Division 27. I do not see communications plans. What part of this section is being used for the new fire alarm systems?

a. RESPONSE: DIV 27 Specifications:

271000 - CONTROL, COMMUNICATIONS AND SIGNAL WIRING - DELETE

271100 - COMMUNICATIONS EQUIPMENT ROOM FITTINGS- DELETE

271500 - COMMUNICATIONS STRUCTURED CABLING- DELETE

273131 - VOICE COMMUNICATIONS- DELETE

273241 - TWO-WAY RADIO EQUIPMENT AND SYSTEMS – REMAIN

275116 - PUBLIC ADDRESS SYSTEMS- DELETE

3. Pre-Bid RFI-67: Will a separate 5-year maintenance bond be required during the 5-year guaranty period services?

a. RESPONSE: No this will be changed to a 1 year period 28 31 00, 1.6.A.

b. REPLACE 1.6 A. with the following:

Page | 4

1.6 GUARANTY PERIOD SERVICES

A. Complete inspection, testing, maintenance and repair service for the fire alarm system shall be provided by a factory trained authorized representative of the manufacturer of the major equipment for a period of 1 years from the date of acceptance of the entire installation by the Contracting Officer.

4. Pre-Bid RFI-87: Will the Government permit the General Contractor to self-perform the required photographic documentation using an advanced 360-degree camera system and the HoloBuilder platform. We have successfully used this process on other VA Hospital work on several VA locations, including Tomah, WI?

a. RESPONSE: Yes, self-performance is allowed so long as the specs are met.

b. EDIT: Specification Section 01 00 00 GENERAL

REQUIREMENTS.

c. REPLACE: 1.31 A. with the following:

1.31 PHOTOGRAPHIC DOCUMENTATION

A. During the construction period through completion, provide photographic documentation of construction progress and at selected milestones including electronic indexing, navigation, storage and remote access to the documentation, as per these specifications. The self-performance by the

General Contractor or a subcontractor is acceptable for this work as long as the intent and specification requirements are met.

5. VA TOMAH IT TECHNICIANS LANGUAGE/CLARIFICATION

INSERTION:

a. Specification section 28 31 00, FIRE DETECTION AND ALARM,

2.3 FIRE ALARM CONTROL UNIT, B. Remote Transmissions:

b. INSERT THE FOLLOWING AFTER ii.:

iii. Any wireless spectrum dependent devices/transmitters that are provided under a/this VA contract must have NTIA SPS Equipment

Certification prior to delivery.

END OF PRE-BID ADDENDUM NO. 001

SILT FENCE INLET SEDIMENT BARRIER3

1 TEMPORARY CHAIN LINK FENCE AND GATE DETAIL

2 TEMPORARY SILT FENCE, SPECIAL (TOE-IN METHOD) DETAIL

CURB & GUTTER/SIDEWALK DETAIL4

TYPICAL PIPE BOLLARD DETAIL8 CURB & GUTTER/SIDEWALK DETAIL9 PULLBOX/HANDHOLE DETAIL10

C501

JMD

CIVIL

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:

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

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FLOW

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EXCESS FABRIC

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GEOTEXTILE FABRIC

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SILT FENCE

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ANCHOR STAKE MIN. 18" LONG

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TIEBACK BETWEEN FENCE POST AND ANCHOR

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3'-0" MAX

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GEOTEXTILE FABRIC ONLY

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3'-0" MAX.

AutoCAD SHX Text WOOD POST SHALL BE A MINIMUM SIZE OF 1 1/8" x 1 1/8" OF OAK OR HICKORY

AutoCAD SHX Text FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED

AutoCAD SHX Text TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE

AutoCAD SHX Text HORIZONTAL BRACE WITH 2" x 4" WOODEN FRAME OR EQUIVALENT AT TOP OF POSTS AS DIRECTED

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REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS.

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DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM TO THE PERTINENT

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%%USILT FENCE @ UNPAVED SURFACE

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BY THE ENGINEER.

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SOIL.

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ADDITIONAL POST DEPTH OR THE BACKS MAY BE REQUIRED IN UNSTABLE SOILS

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BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL

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(NON-REINFORCED)

AutoCAD SHX Text %%uGENERAL NOTES:

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LATH AND NAILS

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STAPLES OR WOODEN

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THE POSTS WITH WIRE

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ATTACH THE FABRIC TO

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WOOD POSTS LENGTH 4'-0" MIN. 2'-0" MIN. DEPTH IN GROUND

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GEOTEXTILE FABRIC

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3'-0" MAX.

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3'-0" MAX.

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SUPPORT CORD

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8'-0" POST SPACING ALLOWED IF A WOVEN GEOTEXTILE FABRIC IS USED.

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FLOW

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3" MAX.

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FOLD

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%%USILT FENCE TIE BACK

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(WHEN REQUIRED BY THE ENGINEER)

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FLOW

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%%UTRENCH DETAIL

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SCALE: NTS

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GEOTEXTILE FABRIC, MONOFILAMENT IN BOTH DIRECTIONS

AutoCAD SHX Text WOOD 2" x 4" EXTENDS BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES

AutoCAD SHX Text INSTALLATION NOTES: 1. TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE CONTRACTOR SHALL DEMONSTRATE A TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, HAND HOLDS OR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET. 2. WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY. 3. FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 4. FOR INLET PROTECTION, CURB TYPE, AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED FOR INLET PROTECTION, CURB TYPE, AN ADDITIONAL 18" OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING. 5. CONTRACTOR SHALL PROVIDE REGARDLESS IF SHOWN ON PLANS OR NOT SHOWN. CONTRACTOR SHALL PROVIDE REGARDLESS IF SHOWN ON PLANS OR NOT SHOWN.

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SCALE: NTS

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SURFACE STAND, TYP

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ELEVATION

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GATE FRAME

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STRONG ARM LATCH

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CHAIN LINK

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GATE POST

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HINGE, TYP

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GRADE

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EXIST IMPERVIOUS

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SURFACE

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 8" DIA X 2" RUBBER GATE WHEEL WITH 4" HUB, SPRING SUSPENSION WITH 2" TRAVEL, AND U-BOLT CLAMPS TO FIT 1-5/8" TO 2" TUBE. TYP. OF 2

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PIPE SPACING, 10FT ON CENTER

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2-1/4", 11-1/2 GAUGE CHAIN LINK FENCE

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WIRE TO SECURE CHAIN TO FENCE POST, SPACE EVERY 15" TYP

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84" LONG, 1-5/8" DIA STEEL PIPE ON SURFACE STAND

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FINISHED GRADE

AutoCAD SHX Text SURFACE STAND, TO BE IMPLEMENTED ON ALL SURFACES. CONTRACTOR TO COORDINATE WITH VA COR.

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PROVIDE 4 SANDBAGS AT EACH POST

AutoCAD SHX Text 84"

AutoCAD SHX Text NOTE: 1. CHAIN LINK CONSTRUCTION FENCING IS TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION CHAIN LINK CONSTRUCTION FENCING IS TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. 2. CHAIN LINK CONSTRUCTION FENCE SHALL BE A MINIMUM OF 84" ABOVE GRADE. CHAIN LINK CONSTRUCTION FENCE SHALL BE A MINIMUM OF 84" ABOVE GRADE. 3. FENCE SHALL BE INSPECTED DAILY AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED FOR THE DAY. FENCE SHALL BE INSPECTED DAILY AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED FOR THE DAY. IF DAMAGED, FENCING SHALL BE REPAIRED IMMEDIATELY. 4. CHAIN LINK CONSTRUCTION FENCE IS SHOWN ON IMPERVIOUS SURFACES, SUCH AS THE EXISTING DRIVE CHAIN LINK CONSTRUCTION FENCE IS SHOWN ON IMPERVIOUS SURFACES, SUCH AS THE EXISTING DRIVE AND PARKING AND GRASS AREAS. POST ARE TO BE ANCHORED ON SURFACE STANDS. STEEL PIPE IS NOT TO BE DRIVEN BELOW GRADE. 5. FENCE OUTLINES ARE NOT SHOWN ON SITE PLANS. THE CONTRACTOR SHALL PROVIDE AT EACH LOCATION FENCE OUTLINES ARE NOT SHOWN ON SITE PLANS. THE CONTRACTOR SHALL PROVIDE AT EACH LOCATION WHETHER SHOWN ON THE SITE PLANS OR NOT SHOWN. SITE WORK MUST BE FENCED AND SECURED.

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84" LONG, 1-5/8" DIA STEEL PIPE ON SURFACE STAND OR COMPARABLE

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SCALE: NTS

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 4"

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4% SLOPE

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MATCH EXISTING

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GRUSHED AGGREGATE

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BASE COURSE

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PAVEMENT

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COMPACTED AND PROOF-ROLLED

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2" HMA WEARING COURSE MD0T 2360

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2" HMA BINDER COURSE MD0T 2360

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12" CLASS 5 AGGREGATE BASE COURSE

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GEOTEXTILE SEPARATION FABRIC

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ASPHALT DETAIL

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SCALE: NOT TO SCALE

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WALK WIDTH

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SEE PLAN

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%%USIDEWALK PLAN

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TRANSVERSE JOINT

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5'-0" OR AS NOTED ON PLANS

AutoCAD SHX Text NOTES: 1. TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF 1/4" AT SPACING AS INDICATED OR AS DIRECTED BY THE ENGINEER. 2. SIDEWALK SHALL BE 6" THICK.

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SCALE: NOT TO SCALE

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#4 REBARS @ 2'-0" OC

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COMPACTED SUBGRADE

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4" COMPACTED GRANULAR BASE

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2" CLEAR

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SIDEWALK

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ASPHALT ROADWAY

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BASE UNDER ROADWAY PER DETAIL

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SEE DETAIL 6 ON THIS SHEET

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NATIVE SUBBASE

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6" RADIUS TYP, SLOPE AT 45°

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CURB AND GUTTER DETAIL

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SCALE: NOT TO SCALE

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PIPE PASSING THROUGH FOUNDATION WALL DETAIL

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SCALE: NOT TO SCALE

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EXTERIOR FOUNDATION WALL

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TYPICAL PIPE OR CONDUIT AS SPECIFIED

AutoCAD SHX Text PROVIDE "LINK-SEAL" AT ALL NEW AND EXISTING WALL PENETRATIONS, PERMIT REQUIRED WITH APPROVAL OF COMPLETED WORK BEFORE MOVING ON TO NEXT TASK. COORDINATE WITH PROJECT COR, CCR, AND FIRE DEPARTMENT REPRESENTATIVE. SEAL MATERIAL TO MATCH EXISTING ON BOTH SIDES OF FOUNDATION.

AutoCAD SHX Text PIPE COVER AND BEDDING MATERIAL, SEE SPECIFICATIONS, TYP BOTH SIDES OF FOUNDATION WALL

AutoCAD SHX Text INTERIOR "CRAWL SPACE" FOR MOST BUILDINGS. THESE SPACES REQUIRE PERMIT AND APPROVAL BY TOMAH FIRE DEPARTMENT

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BASE UNDER ROADWAY PER DETAIL

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

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AutoCAD SHX Text 1"

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FILL PIPE WITH CONCRETE AND FORM 1" HIGH CROWN @ TOP

AutoCAD SHX Text ABRASIVE BLAST TO SSPC-SP-6 COMMERCIAL BLAST FOLLOWED BY TWO (2) COATS TNEMEC SERIES 73 ENDURA-SHIELD, 4.0 MILS DFT PER COAT. COLOR SAFETY YELLOW, TYP.

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3" DIAMETER SCHEDULE 40 STEEL PIPE FILL WITH CONCRETE

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1/2" EXPANSION MATERIAL WITH SEALANT

AutoCAD SHX Text 48" DIAMETER BY 6" THICK CONCRETE CIRCULAR PAD AROUND EXISTING PIV, SEE DETAIL 9 THIS DRAWING.

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ENCASE PIPE WITH A MINIMUM OF 3" CONCRETE ALL AROUND

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SCALE: NOT TO SCALE

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SCALE: NOT TO SCALE

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#4 REBARS @ 2'-0" OC

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COMPACTED SUBGRADE

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4" COMPACTED GRANULAR BASE

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2" CLEAR

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PIV CONCRETE PAD

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EXISTING POST INDICATOR VALVE FOR FIRE ALARM

AutoCAD SHX Text SEE PLANS FOR TIME LIMIT OF EARTHWORK CONSTRUCTION, TOP OF PIV CONCRETE PADS WILL VARY, ADJUST EACH TO BE 2" ABOVE EX. GROUND ELEVATION AT PIV, PROVIDE TOP SOIL AND SOD AT DISTURBED TURF.

AutoCAD SHX Text 1'-8"

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SCALE: NOT TO SCALE

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SITE PULLBOX / HANDHOLE COVER WITH MOLDED ELECTRIC

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FINISHED GRADE

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WIRE/CABLE SUPPORT

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CRUSHED #67 STONE, 12" DEPTH

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CONDUIT BUSHING, TYP

AutoCAD SHX Text PROVIDE 3" CLEAN, BROWN TOPSOIL OVER 6" OF STATE OF WISCONSIN APPROVED PRIMARY COVER FOR BURIED POWER LINES OR CABLING; PROVIDE CLEAN SAND, FINE GRAVEL, OR SCREENED NATIVE SOIL.

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PROVIDE 3" OF CLEAN SAND BEDDING BELOW NEW CONDUIT.

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UNDISTURBED EARTH

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TRACER TAPE WITH LABEL 3" ABOVE NEW CONDUIT.

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CONDUCTORS/CABLES/WIRES

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text 9/29/2026

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PRE-BID ADDENDUM NO. 001

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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 - DEMOLITION

FD101

JMDHFB

1 1/8" = 1'-0"

FIRST FLOOR PLAN

NORTH

B400

2 1/8" = 1'-0"

PARTIAL BASEMENT FLOOR PLAN

NORTH

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ANTE

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MEDS

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CLEAN SUPPLY

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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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RECEPTION

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MAIN

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ROI

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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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MANAGER

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UTILITY/SPD

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SOILED

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STAFF TLT

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EXAM 1

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PATIENT

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TEAM WORK STATIONS

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STAIRS

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EQ. ALCOVE

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CHECK IN/OUT

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RECEPT

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MECH

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WEIGH AREA

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STOR.

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TELEHEALTH

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EXAM 12

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EXAM 11

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TELEHEALTH

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CONSULT RM 3

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EXAM 13/

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CORRIDOR

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UTILITY

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CLEAN

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SUPPLY

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CLEAN

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TLT/SHWR

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ALCOVE

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CORRIDOR

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BARIATRIC

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WOMENS HEALTH

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WOMENS

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HEALTH TLT

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BARIATRIC

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STAFF LOUNGE

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CORRIDOR

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CORRIDOR

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TEAM AREA

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TEAM AREA

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TRIAGE

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WAITING

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ANTE RM

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EXAM 1

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MH TOILET

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

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MAIN FIRE ALARM CTRL PNL

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NAC: RPS-1000

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REMOTE ANNUNCIATOR: RA-2000

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REMOTE PANEL

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NAC: ECS

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KEYED NOTES:

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GENERAL NOTES:

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1. SEE SHEET F001 FOR LEGENDS, NOTES AND SEE SHEET F001 FOR LEGENDS, NOTES AND ABBREVIATIONS. 2. PROTECT ALL DEVICES AND EQUIPMENT TO REMAIN PROTECT ALL DEVICES AND EQUIPMENT TO REMAIN DURING CONSTRUCTION. 3. FIRE PROTECTION CONTRACTOR TO REVIEW FIRE PROTECTION CONTRACTOR TO REVIEW ARCHITECTURAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION AND REQUIRED WORK NECESSARY TO FACILITATE A COMPLETE SYSTEM AND IS PART OF FIRE PROTECTION CONTRACTOR'S SCOPE OF WORK. 4. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK. 5. PENETRATIONS THROUGH EXISTING WALLS AND FLOORS PENETRATIONS THROUGH EXISTING WALLS AND FLOORS REQUIRE FIRE CAULKING BY THIS CONTRACTOR. 6. EXISTING SYSTEM LAYOUT IS BASED ON FIELD SURVEY. EXISTING SYSTEM LAYOUT IS BASED ON FIELD SURVEY. EXACT LOCATIONS AND ELEVATIONS MAY VARY. 7. REFER TO ALL OTHER PLANS, DIAGRAMS, DETAILS AND REFER TO ALL OTHER PLANS, DIAGRAMS, DETAILS AND SPECIFICATIONS TO PROVIDE A FULLY FUNCTIONAL SYSTEM. PROVIDE OFFSETS NOT SHOWN ON DIAGRAMS TO AVOID OBSTRUCTIONS. 8. SUPPORT EQUIPMENT, PANELS, DEVICES, CABLES AND SUPPORT EQUIPMENT, PANELS, DEVICES, CABLES AND WIRING FROM STRUCTURE, WALLS AND FLOOR SO THAT ALL ITEMS ARE ACCESSIBLE FOR MAINTENANCE. 9. ALL BUILDINGS WILL BE CONTINUOUSLY OCCUPIED. ALL ALL BUILDINGS WILL BE CONTINUOUSLY OCCUPIED. ALL SYSTEMS MUST BE AVAILABLE BY 7:00 AM AFTER A NIGHT OR ANY SHUT-DOWN. 10. THIS CONTRACTOR IS RESPONSIBLE TO MOVE EXISTING THIS CONTRACTOR IS RESPONSIBLE TO MOVE EXISTING FURNITURE OUT OF THE WAY OF THE REQUIRED WORK AND MOVE IT BACK AFTER THE WORK IS COMPLETED. 11. DEMOLITION AND REMOVAL OF EXISTING FIRE ALARM DEMOLITION AND REMOVAL OF EXISTING FIRE ALARM DEVICES, CONDUIT, AND ALL OTHER COMPONENTS OF EXISTING FIRE ALARM SYSTEM TO TAKE PLACE AFTER INSTALLATION OF NEW FIRE ALARM SYSTEM IS COMPLETE. SEE DETAILS ON SHEET F501.

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AutoCAD SHX Text NOTE: ACCESS PANELS MUST BE INSTALLED BEFORE ACCESS PANELS MUST BE INSTALLED BEFORE ANY DEMOLITION WORK CAN BEGIN. SEE DRAWING FA101 FOR ACCESS PANEL LOCATIONS.

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ECS

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ADDITIONAL SET IN CRAWL SPACE, DEMOLISH.

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ADDITIONAL SET IN CRAWL SPACE, DEMOLISH.

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ADDITIONAL SET IN CRAWL SPACE, DEMOLISH.

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AutoCAD SHX Text NOTE: THESE SMOKE AND HEAT ARE USED IN THE MRI TRAILER. REMOVE, CAULK AND SEAL THE EXISTING PENETRATION. DEMOLISH FROM THE END OF THE LAST DEVICE INSIDE B400 THROUGH TO THE LAST DEVICE INSIDE THE MRI TRAILER. DEMOLISH AND REMOVE ALL CONDUIT, BACK BOXES, ANCHORS, SUPPORTS, FROM DEVICE LOCATIONS INSIDE MRI TRAILER TO TAKE-OFF LOCATION INSIDE B400, REPAIR AND REPLACE ANCHOR HOLES, SUPPORT HARDWARE, AND PUNCTURES FROM DEVICE LOCATION IN MRI TRAILER THROUGH CONNECTION POINT INSIDE B400.

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CHILLER

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WATER HEATER

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SUMP

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BLADDER TANK

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HEAT EXCH

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TELE PANEL

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SERVER

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text 9/29/2026

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PRE-BID ADDENDUM NO. 001

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

1.5

1.6

3.5

3.6

6.8

7.5

E.1

E.5 F.5 G.5 G.9 J K L.2 M.5 N.3L.6

S.8

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 B407 FIRST FLOOR

AND PARTIAL BASEMENT

PLANS - DEMOLITION

FD128

JMDHFB

1 1/8" = 1'-0"

FIRST FLOOR PLAN

NORTH

B407

2 1/8" = 1'-0"

PARTIAL BASEMENT FLOOR PLAN

NORTH

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MECHANICAL ROOM BELOW. SEE DETAIL 2 ON THIS SHEET

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CONF.

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AutoCAD SHX Text 1722A

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WOMENS TLT

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CRASH CT.

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STAIR

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STOR.

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OFFICE

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STOR.

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STOR.

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TLT.

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STOR.

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PURPOSE RM

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MULTI-

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OFFICE

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MENS TLT

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ELEC.

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STAIR

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CORR.

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SWITCHGEAR

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ELEC.

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UNKNOWN

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TELECOM

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OFFICE

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VOLS

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OFFICE

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VOLS

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MENS TLT

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CORR.

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WAITING

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STAIR

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CORR.

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EMS STOR.

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MACHINE RM

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ELEVATOR

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RECEPTION

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CORR.

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TLT.

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STOR.

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VAULT

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PHARMACY

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OUTPT.

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CORR.

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OFFICE

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HOLDING

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EVIDENCE

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ARMOR RM

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WAITING

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MECH

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CORR.

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LOCKER

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TLT.

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LOCKER

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LOCKER

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OFFICE

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MECH

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ELEV.

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MAIN FIRE ALARM CTRL PNL

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NAC: FA

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NAC: ECS

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KEYED NOTES:

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AutoCAD SHX Text DISCONNECT AND REMOVE EXISTING FA DEVICE. REMOVE WIRING, FITTINGS, SUPPORTS, SYSTEM JUNCTION BOXES, RADIO TRANSMITTERS AND RECEIVERS. WIRING TO BE REMOVED TO THE SOURCE. WORK TO INSTALL NEW FIRE ALARM PANELS AND REMOVE EXISTING TO TAKE PLACE FROM 6 PM TO 8 AM ONLY. SET UP TEMPORARY ICB-1 BARRIER AT EACH START OF WORK. REMOVE ICB-1 BARRIER AT END OF WORK EACH DAY AND REMOVE ALL TOOLS AND EQUIPMENT. PROTECT WORK IN PROGRESS SO THAT ANY OPENINGS IN WALLS OR CEILINGS ARE COVERED. SWEEP UP DUST IN AREA AND DAMP MOP FLOOR FOR DAILY CLEAN-UP. REMOVE EXISTING ELECTRICAL/FIRE ALARM CABINET. REMOVE ALL WIRING AND CABLES AND LOCATE WITHIN CONDUITS, WALLS, AND CEILINGS. PATCH WALL AND PAINT TO MATCH EXISTING. EXISTING CAMPUS FIRE ALARM CONTROL SERVER/PANEL AND EMERGENCY COMMUNICATIONS LOCATED HERE DUPLICATION FOR TOMAH VA POLICE DEPARTMENT. THE EXISTING FIRE ALARM MUST REMAIN ACTIVE WHILE ANY REMOTE BUILDING'S FACP AND FIRE ALARM SYSTEM IS OPERATIONAL, ONLY WHEN EVERY NEW BUILDING SYSTEMS ARE FULLY OPERATIONAL, COMMISSIONED, AND ACCEPTED BY THE TOMAH VA FIRE DEPARTMENT FOR THE ENTIRE CAMPUS MAY THE EXISTING FIRE ALARM MAIN CONTROL SERVER/PANEL BE DE-COMMISSIONED. DO NOT DISTURB OR ALTER THE EMERGENCY COMMUNICATIONS SYSTEM FUNCTIONALITY. EXISTING TOMAH CAMPUS FIRE ALARM RADIO COMMUNICATIONS SYSTEM DUPLICATE IS IN THIS TOMAH VA POLICE STATION. THE EXISTING RADIO SYSTEM MUST REMAIN ACTIVE WHILE ANY REMOTE BUILDING'S FACP AND FIRE ALARM SYSTEM IS OPERATIONAL, ONLY WHEN EVERY NEW BUILDING SYSTEMS ARE FULLY OPERATIONAL, COMMISSIONED, AND ACCEPTED BY THE TOMAH VA FIRE DEPARTMENT FOR THE ENTIRE CAMPUS MAY THE EXISTING FIRE ALARM RADIO SYSTEM BE DE-COMMISSIONED. PROVIDE ICB, SEE DETAIL 1 ON DRAWING GC101 FOR REQUIREMENTS. COORDINATE LOCATION AND DURATION WITH TOMAH VA POLICE DEPARTMENT PERSONNEL. THE POLICE DEPARTMENT PERSONNEL MUST BE ABLE TO FREELY ACCESS THE EXISTING CAMPUS DISPATCH AND CONTROL DESK, EMERGENCY COMMUNICATIONS SYSTEM, POLICE COMMUNICATIONS SYSTEM, AND FIRE ALARM RADIO SYSTEM, 24 HOURS PER DAY, 7 DAYS PER WEEK, NO EXCEPTIONS. PROVIDE ICB, SEE DETAIL 2 ON DRAWING GC101 FOR REQUIREMENTS. THE NEW FIRE ALARM DETECTION AND ALARM SYSTEM SHALL UTILIZE RADIO FREQUENCY (RF) TO COMMUNICATION WITH THE FIRE COMMAND CENTER, LOCATED IN BUILDING 36, AND POLICE STATION, LOCATED IN BUILDING 407. THE NEW FIRE ALARM DETECTION AND ALARM SYSTEM SHALL HAVE A RF ANTENNA INTERNAL TO THE UNIT. THE NEW FIRE ALARM DETECTION AND ALARM SYSTEM SHALL HAVE A COMMAND CENTER CONSOLE AND DISPLAYS LOCATED IN BUILDINGS 36 AND 407. THE FIRE ALARM DETECTION AND ALARM SYSTEM SOFTWARE SHALL BE INSTALLED ON A MAIN SERVER IN BUILDING 32 IN THE COMPUTER ROOM DESIGNATED BY THE IT OPERATIONS AT THE TOMAH VHA MEDICAL CENTER. THE CONTRACTOR SHALL CONDUCT ACCEPTANCE TESTING FOR EVERY FACP AND BUILDING THAT BECOMES ACTIVE WITHIN THE NEW FIRE ALARM DETECTION AND ALARM SYSTEM PROGRAMMING, AND ACCORDING TO A SCHEDULE COORDINATED WITH COR AND CCR. EITHER OR BOTH MAY ELECT TO BE IN ATTENDANCE TO WITNESS THE TEST PROCEDURES. NOTIFY THE FIRE DEPARTMENT AND POLICE DEPARTMENT IN ADVANCE, 10 WORKING DAYS OF THE PROPOSED SCHEDULED DATE. THE CONTRACTOR SHALL PROVIDE A COMPETENT PERSON AT EACH LOCATION (B36 AND B407) AND AT LEAST ONE TECHNICIAN FROM THE NEW FIRE ALARM DETECTION AND ALARM SYSTEM'S COMPANY AT EACH LOCATION (B36 AND B407) TO LEAD THE PROCESS FOR EACH NEW FACP INTO THE OVERALL SYSTEM. THE NOTIFICATION SHALL INCLUDE A WRITTEN DESCRIPTION OF THE PROPOSED CONDUCT OF THE TESTS INCLUDING COPIES OF BLANK TEST RESULT SHEETS TO BE USED. DEMOLISH SAME DEVICES IN CRAWL SPACE, NOTE: THESE DEVICES ARE NOT SHOWN ON THE DEMOLITION OR NEW WORK ONE LINE DIAGRAMS.

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GENERAL NOTES:

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1. SEE SHEET F001 FOR LEGENDS, NOTES AND ABBREVIATIONS. SEE SHEET F001 FOR LEGENDS, NOTES AND ABBREVIATIONS. 2. PROTECT ALL DEVICES AND EQUIPMENT TO REMAIN DURING CONSTRUCTION. PROTECT ALL DEVICES AND EQUIPMENT TO REMAIN DURING CONSTRUCTION. 3. FIRE PROTECTION CONTRACTOR TO REVIEW ARCHITECTURAL AND ELECTRICAL PLANS FOR FIRE PROTECTION CONTRACTOR TO REVIEW ARCHITECTURAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION AND REQUIRED WORK NECESSARY TO FACILITATE A COMPLETE SYSTEM AND IS PART OF FIRE PROTECTION CONTRACTOR'S SCOPE OF WORK. 4. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY THIS WORK. COORDINATE WITH VA COR ANY DISRUPTION IN SERVICES REQUIRED TO PERFORM WORK. 5. PENETRATIONS THROUGH EXISTING WALLS AND FLOORS REQUIRE FIRE CAULKING BY THIS PENETRATIONS THROUGH EXISTING WALLS AND FLOORS REQUIRE FIRE CAULKING BY THIS CONTRACTOR. 6. EXISTING SYSTEM LAYOUT IS BASED ON FIELD SURVEY. EXACT LOCATIONS AND EXISTING SYSTEM LAYOUT IS BASED ON FIELD SURVEY. EXACT LOCATIONS AND ELEVATIONS MAY VARY. 7. REFER TO ALL OTHER PLANS, DIAGRAMS, DETAILS AND SPECIFICATIONS TO PROVIDE A REFER TO ALL OTHER PLANS, DIAGRAMS, DETAILS AND SPECIFICATIONS TO PROVIDE A FULLY FUNCTIONAL SYSTEM. PROVIDE OFFSETS NOT SHOWN ON DIAGRAMS TO AVOID OBSTRUCTIONS. 8. SUPPORT EQUIPMENT, PANELS, DEVICES, CABLES AND WIRING FROM STRUCTURE, WALLS SUPPORT EQUIPMENT, PANELS, DEVICES, CABLES AND WIRING FROM STRUCTURE, WALLS AND FLOOR SO THAT ALL ITEMS ARE ACCESSIBLE FOR MAINTENANCE. 9. ALL BUILDINGS WILL BE CONTINUOUSLY OCCUPIED. ALL SYSTEMS MUST BE AVAILABLE BY ALL BUILDINGS WILL BE CONTINUOUSLY OCCUPIED. ALL SYSTEMS MUST BE AVAILABLE BY 7:00 AM AFTER A NIGHT OR ANY SHUT-DOWN. 10. THIS CONTRACTOR IS RESPONSIBLE TO MOVE EXISTING FURNITURE OUT OF THE WAY OF THIS CONTRACTOR IS RESPONSIBLE TO MOVE EXISTING FURNITURE OUT OF THE WAY OF THE REQUIRED WORK AND MOVE IT BACK AFTER THE WORK IS COMPLETED. 11. DEMOLITION AND REMOVAL OF EXISTING FIRE ALARM DEVICES, CONDUIT, AND ALL OTHER DEMOLITION AND REMOVAL OF EXISTING FIRE ALARM DEVICES, CONDUIT, AND ALL OTHER COMPONENTS OF EXISTING FIRE ALARM SYSTEM TO TAKE PLACE AFTER INSTALLATION OF NEW FIRE ALARM SYSTEM IS COMPLETE. SEE DETAILS ON SHEET F501.

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AutoCAD SHX Text NOTE: ACCESS PANELS MUST BE INSTALLED BEFORE ACCESS PANELS MUST BE INSTALLED BEFORE ANY DEMOLITION WORK CAN BEGIN. SEE DRAWING FA128 FOR ACCESS PANEL LOCATIONS.

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BASEMENT

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BA100

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ECS

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text 9/29/2026

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PRE-BID ADDENDUM NO. 001

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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

Tom…

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File details come from the government source that posted it. Updated Oct 7, 2026.