Bldg45 Reno Addendum1.pdf

PDF 4 MB Posted Jun 18, 2025

Attached to: Natick Soldier Systems Center Multiple Award Task Order Contract (MATOC) for Construction
Solicitation number: W911QY25R0003
Issued by: Department of the Army Materiel Command Army Contracting Command Aberdeen Proving Ground

About this file

Written by GovTribe AI · Jun 18, 2025

This document is an architectural and mechanical renovation plan for Building 45 G6 at the Natick Soldier Systems Center in Massachusetts. The addendum includes detailed design drawings for architectural partitions, door schedules, fire protection, mechanical systems, and telecommunications infrastructure. Key renovation elements include:

Architectural modifications involve installing multiple partition wall types with metal studs and gypsum board, including full-height walls with fire ratings. Door specifications cover various door types with specific hardware sets, including electronic card access devices. Mechanical systems include a new Variable Refrigerant Flow (VRF) system with roof-mounted condensing units, indoor ceiling cassette and wall-mounted units, and associated branch controllers. Telecommunications plans detail new data outlets, WiFi installations, fiber optic cable runs, and security system integrations. The renovation will upgrade office spaces including help desk areas, conference rooms, and equipment storage zones, with comprehensive infrastructure upgrades across electrical, mechanical, and communications systems.

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W911QY-25-R-0003 RFP amendment 0006 02 July 2025.pdf	PDF	Jul 2, 2025
W911QY-25-R-0003 RFP amendment 0006 02 July 2025 Conformed Copy.pdf	PDF	Jul 2, 2025
W911QY25R0003 Questions and Responses Master 06262025.pdf	PDF	Jun 26, 2025
W911QY-25-R-0003 RFP amendment 0005 26 May 2025.pdf	PDF	Jun 26, 2025
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EM 385-1-1 _EFFECTIVE 15 March 2024.pdf	PDF	Jun 18, 2025
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Seed Project SOW Attachment 5 Submittal Register.docx	DOCX document	Jun 18, 2025
W911QY-25-R-0003 RFP amendment 0004 18 June 2025.pdf	PDF	Jun 18, 2025
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W911QY-25-R-0003RFP amendment 0003 04 June 2025.pdf	PDF	Jun 4, 2025
W911QY-25-R-0003 RFP amendment 0002 04 June 2025.pdf	PDF	Jun 4, 2025
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W911QY25R0003 Questions and Responses.xlsx	XLSX spreadsheet	May 23, 2025
Attachment 3 - Seed Project SOW.pdf	PDF	May 14, 2025
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Attachment 2 - Cost Proposal.xlsx	XLSX spreadsheet	May 14, 2025
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Seed Project SOW Attachment 3 - Accident Prevention Plan TOC.pdf	PDF	May 14, 2025

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PARTITION WALL

(1) LAYER OF 5/8" GWB, APPLIED

EITHER HORIZONTALLY OR

VERTICALLY. EACH SIDE

1 5/8" MTL STUDS @ 16" O.C.

FIRE RATING: N/A S.T.C. RATING: N/ADESIGN: N/A NON LOAD BEARING

TOP OF FLOOR

SOUND ATTENUATION BATT

INSULATION.

TOP TRACK

EL. 11'-0" +/-

BOTTOM OF ACT SYSTEM

BOTTOM TRACK

EL. 12'-0" +/-

TOP OF WALL

EXISTING SURFACE, MAJORITY

BEING CONCRETE BLOCK

PARTITION WALL

(1) LAYER OF 5/8" GWB, APPLIED

EITHER HORIZONTALLY OR

VERTICALLY. EACH SIDE

4" MTL STUDS @ 16" O.C.

BOTTOM TRACK AND TOP

TRACK TO MATCH FRAMING

FIRE RATING: N/A S.T.C. RATING: N/ADESIGN: N/A NON LOAD BEARING

TOP OF FLOOR

SOUND ATTENUATION BATT

INSULATION.

TOP TRACK

EL. 11'-0" +/-

BOTTOM OF ACT SYSTEM

BOTTOM TRACK

EL. 12'-0" +/-

TOP OF WALL

FULL HEIGHT PARTITION WALL

(1) LAYER OF 5/8" TYPE X GWB,

APPLIED EITHER HORIZONTALLY OR

VERTICALLY. EACH SIDE

6" MTL STUDS, @ 16" O.C.

BOTTOM TRACK AND TOP

TRACK TO MATCH FRAMING

FIRE RATING: 1 HOUR S.T.C. RATING: N/ADESIGN: BW-S-0028 NON LOAD BEARING

TOP OF FLOOR

SOUND ATTENUATION BATT

INSULATION.

SPEED FLEX TOP TRACK GASKET

INTUMESCENTT COVER. APPLY

PER MANUFACTURE

INSTRUCTIONS

BOTTOM OF ROOF DECK

SPEED FLEX BOTTOM TRACK

GASKET INTUMESCENTT COVER.

APPLY PER MANUFACTURE

INSTRUCTIONS

APPROXIMATE ELEVATION

20'-0" +/-, VERIFY EXACT

DIMENSION IN FIELD

1. CASEWORK: PROVIDE "CUSTOM"GRADE BASE CABINETS WllH DRAWERS AND SHELVING IN BREAK AREAS AS DESCRIBED IN THE AWi QUALITY STANDARDS WllH SOLID ENDS AND FRAME FRONTS OR FRAMES ALL

AROUND. PROVIDE FRAMES OF NOT LESS THAN 3/4 INCH BY 1-1/2 INCHES

HARDWOOD, WITH CABINET ENDS, BOTTOMS, BACKS, AND PARTITIONS OF

HARDWOOD PLYWOOD. INCLUDE CABINET DOORS AND DRAWER FRONTS

OF A MINIMUM ¾ INCH PLYWOOD OR MEDIUM DENSITY FIBERBOARD

CORES WllH SOLID EDGE BANDS. FINISH EXPOSED SURFACES OF

CABINETS WITH PLASTIC LAMINATE (NEMA LD3) OR TRANSPARENT FINISH

WITH SEALER AND VARNISH AS SELECTED BY COR. USE ANSI/BHMA 156.9,

GRADE 1 BRUSHED ALUMINUM HARDWARE WHERE EXPOSED TO VIEW.

ENSURE ALL BUILT-IN CABINET MATERIALS ARE FORMALDEHYDE-FREE.

PROVIDE A SAMPLE FOR COR'S ACCEPTANCE.

2. COUNTERTOP: PROVIDE A 100% ACRYLIC COUNTERTOP APPROVED FOR

FOOD AREA APPLICATIONS IN NON-RESIDENTIAL CONSTRUCTION. CUT AS

REQUIRED FOR THE INSTALLATION OF A SINK AS SPECIFIED. USE A SOLID

SURFACING MATERIAL WllHOUT COATINGS OR LAMINATION THAT IS

REPAIRABLE BY SANDING OR POLISHING FOR SUPERFICIAL DAMAGE TO A

DEPTH OF 0.010 INCH. INSTALL WITH FACTORY RECOMMENDED

FASTENERS, ADHESIVES, AND SEALANTS IN ACCORDANCE WllH

MANUFACTURERS INSTRUCTIONS. COLOR AND PATTERN TO BE SELECTED

BY COR FROM MANUFACTURERS STANDARDS.

P-LAM SPECIFICATION:

WILSONART SOLID SURFACE

PLAM-1: PEACE GREY, 9232SS

PLAM-2: SOOTHING GREY, 9116GS

7' - 6"

A-400

H D

1-1/2" = 1'-0"

A-400

C R

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K D

SHEET ID

N N

D B

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1-1/2" = 1'-0"

2 DETAIL - CEILING HEIGHT WALL PARTITION

A-400

1-1/2" = 1'-0"

1 DETAIL - WALL PARTITION

A-400

DETAIL - CEILING HEIGHT WALL PARTITION

1-1/2" = 1'-0"

A-400

DETAIL - BREAK RM ELEVATION

ADDENDUM #1

WALL TYPE PER PLAN

VARIES

BOX HEADER AT OPENING

DOOR FRAME PER SCHEDULE

DOOR PER SCHEDULE

APPLY CAULKING AT GWB, EACH SIDE OF

FRAME AROUND FRAME PERIMETER

WALL TYPE PER PLAN

VARIES

DOUBLE METAL JAMB STUDS

DOOR FRAME PER SCHEDULE

DOOR PER SCHEDULE

APPLY CAULKING AT GWB, EACH SIDE OF

FRAME AROUND FRAME PERIMETER

DOOR FRAME PER SCHEDULE

DOOR PER SCHEDULE

APPLY CAULKING AT CMU, EACH SIDE OF

FRAME AROUND FRAME PERIMETER

FILL DOOR FRAME WITH MINERAL WOOL

INSULATION

WALL TYPE PER PLAN

DOOR FRAME PER SCHEDULE

DOOR PER SCHEDULE

APPLY CAULKING AT CMU, EACH SIDE OF

FRAME AROUND FRAME PERIMETER

FILL DOOR FRAME WITH MINERAL WOOL

INSULATION

HARDWARE SETS

DOOR SCHEDULE

L111A A 42"

MATERIAL FINISH

FIRE

RATING

HARDWARE

SETDOOR #: TYPE

DOOR FRAME

WIDTH HEIGHT

7' - 0" WOOD STAIN 90 MIN 2 2

MATERIAL JAMBTYPE HEAD

STEEL 2/A500 1/A500

THRESHOLD

N/A

A 6' - 0" 7' - 0" WOOD STAIN 90 MIN 1 2 STEEL 2/A500 1/A500 N/AL111D

L111 C 6' - 0" 7' - 0" WOOD STAIN 90 MIN 1 2 STEEL 2/A500 1/A500 YES

A 3' - 0" 7' - 0" WOOD STAIN 60 MIN 3 2 STEEL 2/A500 1/A500 N/AL111B

C 3' - 0" 7' - 0" WOOD STAIN 60 MIN 3 2 STEEL 2/A500 1/A500 N/AL112

C 3' - 0" 7' - 0" WOOD STAIN 60 MIN 3 2 STEEL 2/A500 1/A500 N/AL112A

C 3' - 0" 7' - 0" WOOD STAIN 60 MIN 3 2 STEEL 2/A500 1/A500 N/AL112B

DOOR TYP 2"2"

D O

O R

SEE SCHED

TYPE A TYPE C TYPE 1 TYPE 2

DOOR TYP 2"2"

D O

O R

SEE SCHED

TYPE B

6" 2'

-6

6"2'-0"6"

HARDWARE SETS

HDW SET: 1 (INTERIOR DOUBLE DOOR - EGRESS)

EA DR 1-1/2 PR HINGES

EA DR 1 EXIT PANIC BAR

EA DR 1 EXIT MORTISE DEVICE

EA DR 1 SURFACE CLOSER

EA DR 1 KICK PLATE

EA DR 3 SILENCERS

EA DR 1 FLOOR STOP

ELECTRONIC CARD ACCESS DEVICE

HDW SET: 2 (INTERIOR SINGLE DOOR)

EA DR 1-1/2 PR HINGES

EA DR 1 MORTISE LOCKSET AND LEVER HANDLE

EA DR 3 SILENCERS

EA DR 1 SURFACE CLOSER

EA DR 1 FLOOR STOP

ELECTRONIC CARD ACCESS DEVICE

HDW SET: 3 (INTERIOR SINGLE DOOR)

EA DR 1-1/2 PR HINGES

EA DR 1 MORTISE LOCKSET AND LEVER HANDLE

EA DR 3 SILENCERS

EA DR 1 FLOOR STOP

EA DR 1 KICK PLATE

C R

O N

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N N

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A-500

D O

O R

S C

A N

D D

1-1/2" = 1'-0"

1 DETAIL - DOOR HEAD

A-500 3/8" = 1'-0"

A-500

TYPES - DOORS AND FRAMES

1-1/2" = 1'-0"

2 DETAIL - DOOR JAMB

A-500

1-1/2" = 1'-0"

3 DETAIL - DOOR HEAD

A-500

1-1/2" = 1'-0"

5 DETAIL - DOOR JAMB

A-500

1-1/2" = 1'-0"

9 SCHEDULE - DOOR

A-500

10 DOOR HARDWARE SETS

A-500

11 DOOR SIGNAGE

A-500

14131211109

COPIER

STORAGE

L111C

G6 HELP DESK

L112

G6 HELP DESK

L111

IMAGINING / EQUIP STO.

L111D DIVISION

CHIEF

L112B

SUPERVISOR

OFFICE

L111B

G6 CONF RM

L112A

DATA CL

L111A

NOT IN SCOPE

NOT IN

SCOPE

FLOW CONTROL VALVE

AND SPRINKLER STATION

EXISTING 4" SPRINKLER

RISER UP & DOWN

CONNECT TO

EXISTING DRAIN

1 1/4"

1 1/4"1 1/4"1 1/4" 1 1/4"

1 1/4"

1"1"

1 1/4"

1"1"

1 1/4"

FIRE PROTECTION

ABBREVIATIONS

FIRE PROTECTION

TRADE NOTES

GENERAL NOTES

CONN CONNECT

D DRY SPRINKLER

DEPT DEPARTMENT

ETBR EXISTING TO BE REMOVED

ETR EXISTING TO REMAIN

F FIRE PROTECTION

F.D. FIRE DEPARTMENT

FDC FIRE DEPARTMENT CONNECTION

FHC FIRE HOSE CABINET

FHV FIRE HOSE VALVE

FHVC FIRE HOSE VALVE CABINET

FP FIRE PUMP

GC GENERAL CONTRACTOR

P.I.V. POST INDICATOR VALVE

SP STANDPIPE

SPKR SPRINKLER

W WET SPRINKLER

W/ WITH

COORDINATE LOCATION OF ALL PIPING AND

EQUIPMENT WITH ALL OTHER TRADES.

MAINTAIN MINIMUM REQUIRED WORKING

CLEARANCES ADJACENT TO ELECTRICAL

EQUIPMENT PER LATEST EDITION OF NATIONAL

ELECTRIC CODE.

PROVIDE PIPE SLEEVES WHEREVER PIPING

PENETRATES ANY WALL, FLOOR, OR CEILING.

INSTALL ALL PIPING AND WIRING NEATLY AND

SQUARE WITH BUILDING FEATURES.

ALL PENETRATIONS THROUGH NEW OR EXISTING

WALLS, CEILINGS AND FLOORS SHALL BE EITHER

CORE DRILLED OR SAW CUT. CHISELED OR

HAMMERED PENETRATIONS ARE NOT ALLOWED.

WHERE PIPING PENETRATES A FIRE-RATED WALL,

FLOOR, OR CEILING, FIRE STOPPING INSULATION

SHALL BE PROVIDED BY THE FIRE PROTECTION

CONTRACTOR.

THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR INSTALLING ACCESS PANELS IN

AREAS TO BE FINISHED BY GENERAL CONTRACTOR.

THE FIRE PROTECTION CONTRACTOR SHALL BE

RESPONSIBLE FOR INSTALLING ALL OTHER ACCESS

DOORS. COORDINATE AS REQUIRED.

ALL PIPING SHALL BE INSTALLED AS HIGH AS

POSSIBLE, UNLESS OTHERWISE INDICATED.

FIRE PROTECTION SUB-CONTRACTOR SHALL

COORDINATE FINAL SPRINKLER HEAD LAYOUT WITH

MOST CURRENT ARCHITECTURAL REFLECTED

CEILING PLAN. FINAL HEAD LAYOUT SHALL BE

INCLUDED ON THE SUBMITTAL DRAWINGS WHICH

SHALL BE APPROVED BY THE CONTRACTING

OFFICER PRIOR TO INSTALLATION.

FP-1

FP-2

FP-3

FP-4

FP-5

FP-6

FP-7

FP-8

FP-9

ALL WORK SHALL CONFORM TO ALL FEDERAL,

STATE, AND LOCAL CODES AND STANDARDS

INCLUDING, BUT NOT LIMITED TO, UFC 1-200-01 (DOD

BUILDING CODE), UFC 3-600-01 (FIRE PROTECTION

ENGINEERING FOR FACILITIES), NFPA, UL, ANSI,

OSHA AND NEC.

CONTRACTOR AND ALL SUBCONTRACTORS SHALL

PROTECT THE WORK SITE, SURROUNDING AREAS

AND OCCUPANTS FROM DAMAGE AND INJURY.

CONTRACTOR AND ALL SUBCONTRACTORS SHALL

FAMILIARIZE THEMSELVES WITH THE CONTRACT

DOCUMENTS. ALL DRAWINGS OF ANY PARTICULAR

TRADE SHALL BE USED IN CONJUNCTION WITH

DRAWINGS OF ALL OTHER TRADES TO COORDINATE

ALL CONSTRUCTION. ANY DISCREPANCIES SHALL

BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER BEFORE PROCEEDING WITH

THE AFFECTED WORK. ANY PROPOSED CHANGES,

VARIATIONS, OR SUBSTITUTIONS MUST BE

REVIEWED AND ACCEPTED BY THE CONTRACTING

OFFICER PRIOR TO IMPLEMENTATION.

ALL DRAWINGS ARE INTENDED TO SHOW THE

GENERAL ARRANGEMENT, DESIGN INTENT AND

EXTENT OF THE WORK. THEY SHALL BE

CONSIDERED PARTLY DIAGRAMMATIC. THEY ARE

NOT INTENDED TO BE SCALED FOR ROUGHING-IN

MEASUREMENTS OR TO SERVE AS SHOP DRAWINGS.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING

ALL DIMENSIONS (AS-BUILT OR OTHERWISE) BEFORE

COMMENCING FABRICATION, AND/OR ORDERING

MATERIALS.

DETAILS SHOWN ON ANY DRAWING ARE TO BE

CONSIDERED TYPICAL FOR ALL SIMILAR

CONDITIONS, UNLESS OTHERWISE INDICATED.

IN THE EVENT THE CONTRACTOR ENCOUNTERS

MATERIAL REASONABLY BELIEVED TO BE

HAZARDOUS WHICH HAS NOT BEEN RENDERED

HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY

STOP WORK IN THE AREA AFFECTED AND REPORT

THE CONDITION TO THE CONTRACTING OFFICER IN

WRITING. THE WORK IN THE AFFECTED AREA SHALL

NOT BE RESUMED UNTIL WRITTEN VERIFICATION BY

THE CONTRACTING OFFICER THAT THE MATERIAL

HAS BEEN REMOVED OR OTHERWISE RENDERED

HARMLESS.

G-1

G-2

G-3

G-4

G-5

G-6

G-7

PROVIDE WET AUTOMATIC SPRINKLER SYSTEM OVER ENTIRE FLOOR. SYSTEM SHALL BE BASED ON

NFPA 13 COVERAGE REQUIREMENTS ACCORDING TO THE FOLLOWING GENERAL GUIDELINES:

LOCATION DENSITY AND AREA

IN AREAS WHERE SEVERAL DIFFERENT OCCUPANCIES EXIST THE SPRINKLER SYSTEMS SHALL BE

DESIGNED TO MEET THE MOST HYDRAULICALLY DEMANDING DENSITY AND AREA REQUIREMENTS.

AN ALLOWANCE OF 250 GPM SHALL BE INCORPORATED IN DESIGN FOR HOSE STREAMS.

CONTRACTOR SHALL INSTALL NEW SPRINKLER HEADS IN ACCORDANCE WITH THE ABOVE DESIGN

CRITERIA AND SHALL COORDINATE DESIGN CRITERIA.

FIRE PROTECTION SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SPRINKLER HEAD LAYOUT WITH LIGHTS AND DIFFUSERS. SPRINKLER HEADS LOCATED IN LAY-IN CEILING TILES SHALL BE

INSTALLED IN CENTER OF TILES.

1. OFFICES, CONFERENCE ROOMS, COMMON SPACES, ETC.

WHERE COMBUSTIBILITY IS AT A MINIMUM SHALL BE

CONSIDERED LIGHT HAZARD.

0.10 GPM/SQ. FT. OVER 1500 SQ. FT.

2. STORAGE AREAS AND MECHANICAL ROOMS SHALL BE

CONSIDERED ORDINARY HAZARD GROUP II.

0.20 GPM/SQ. FT. OVER 2500SQ. FT.

SPRINKLER HEAD SCHEDULE

SYMBOL STYLE

CONCEALED

PENDENT

QUICK RESPONSE CONCEALED PENDENT SPRINKLER, 155°F TEMPERATURE RATING, 5.6 K-FACTOR, 1/2"

ORIFICE. PROVIDE WITH ADJUSTABLE CONCEALED SPRINKLER ASSEMBLY.

PLAN SHOWN FOR REFERENCE ONLY.

CONTRACTOR TO PERFORM HYDRANT FLOW TEST.

CONTRACTOR TO PROVIDE PROFESSIONALLY STAMPED FIRE

PROTECTION DRAWING FOR APPROVAL.

INCOMING FIRE MAIN

FP-100

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ADDENDUM #1

AutoCAD SHX Text

KITCHENETTE

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STORAGE

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STORAGE

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STORAGE

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ELECTRICAL PANEL

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ELECTRICAL PANEL

AutoCAD SHX Text 48.0000

AutoCAD SHX Text 96.0000

AutoCAD SHX Text 8' x 8'

AutoCAD SHX Text 48.0000

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EXISTING LAN CABINET

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LOCK & DOCK

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LOCK & DOCK

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LOCK & DOCK

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LOCK & DOCK

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STORAGE

AutoCAD SHX Text 8' x 8'

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STORAGE

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STORAGE

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STORAGE

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STORAGE

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REF

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LOCK & DOCK

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LOCK & DOCK

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SHADED WALL INDICATES NEW WALL (TYPICAL)

KECS13048TEKTLE16.0000000000KECS130[W]KESS1548TEKTLE136.0000000000KESS15[W]