W912QR24R0010_Specs-0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

SEE ATTACHED SUMMARY OF CHANGES AMENDMENT 0003

1. CONTRACT ID CODE PAGE OF PAGES

1 4

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912QR24R0010

X 9B. DATED (SEE ITEM 11)

22-Mar-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Solicitation W912QR24R0010 for the Reconfiguration and modernization of the 1600-member LTC Luis E. Martinez Army Reserve Center (ARC) located in Perrine, FL is hereby amended as follows:

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

01-May-2024

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR24R0010_Specs-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been modified:

SUMMARY OF CHANGES – AMENDMENT 0003:

a. The Price Breakout Schedule is hereby replaced in its entirety.

b. A second organized Site Visit will be held. Please see FAR 52.236-27 ALT 1 for Site Visit information.

c. The following SPECIFICATION SECTIONS have been replaced in their entirety:

09 06 90.00 48 COLOR SCHEDULE

09 67 23.13 STANDARD RESINOUS FLOORING

d. The following DRAWINGS have been replaced in their entirety:

G-002 SHEET INDEX

G-131 CODE COMPLIANCE SITE PLAN

GR100 EROSION SITE AERIAL PHOTO

GC101 EROSION CONTROL PLAN AREA ‘A’

CD101 SITE DEMOLITION PLAN AREA ‘A’

CD102 SITE DEMOLITION PLAN AREA ‘B’

CD103 SITE DEMOLITION PLAN AREA ‘C’

CS100 OVERALL SITE PLAN LAYOUT

CS101 SITE PLAN AREA ‘A’

CS105 SITE PLAN OPTION ‘J’

CS301 HORIZONTAL CONTROL PLAN AREA ‘A’

CG101 SITE GRADING AND DRAINAGE PLAN AREA ‘A’

CP101 SITE PAVING PLAN

CP504 PAVING DETAILS

CU101 SITE UTILITY PLAN AREA ‘A’

CU102 SITE UTILITY PLAN AREA ‘B’

L-101 OVERALL LANDSCAPE PLAN

L-108 LANDSCAPE PLAN – AREA F

S-121 AMSA/VMS – FOUNDATION PLAN – OVERALL

S-123 AMSA/VMAS – FOUNDATION PLAN – AREA B

S-421 AMSA/VMAS – ENLARGED PLANS

AS101 WASH PLATFORM – OPTION ‘F’

A-120 AMSA/VMS – UNDERSLAB RADON PLAN

A-121 AMSA/VMS – FLOOR PLAN – OVERALL

A-123 AMSA/VMS – FLOOR PLAN – AREA ‘B

A-171 ORGANIZATIONAL STORAGE – ROOF PLAN

A-172 ORGANIZATIONAL STORAGE – ROOF PLAN – OPTION E

A-221 AMSA/VMS – EXTERIOR ELEVATIONS

A-222 AMSA/VMS – EXTERIOR ELEVATIONS

A-403 TRAINING BUILDING – INTERIOR ELECATIONS – RESTROOMS

A-405 TRAINING BUILDING – INTERIOR ELECATIONS – MEDICAL ROOMS

A-406 TRAINING BUILDING – INTERIOR ELECATIONS – BREAK ROOM, MAIL, ADMIN SUPPORT

A-408 TRAINING BUILDING – ENLARGED TOILET PLAN/ELEVATIONS

A-409 TRAINING BUILDING –INTERIOR ELEVATIONS

A-411 ORGANIZATIONAL STORAGE – ENLARGED PLANS AND INTERIOR ELEVATIONS

A-420 AMSA/VMS – ENLARGED PLANS

A-603 DOOR SCHEDULE

I-001 ARCHITECTURAL FINISH KEY

I-003 ROOM FINISH SCHEDULES

I-101 TRAINING BUILDING – OVERALL FINISH PLAN

I-102 TRAINING BUILDING – FINISH PLAN – AREA A

I-103 TRAINING BUILDING – FINISH PLAN – AREA B

I-104 TRAINING BUILDING – FINISH PLAN – AREA C

I-105 TRAINING BUILDING – FINISH PLAN – AREA D

I-106 TRAINING BUILDING – FINISH PLAN – AREA E

I-107 TRAINING BUILDING – FINISH PLAN – AREA F

I-111 ORGANIZATIONAL STORAGE – OVERALL FINISH PLAN

I-112 ORGANIZATIONAL STORAGE – FINISH PLAN – AREA A

I-113 ORGANIZATIONAL STORAGE – FINISH PLAN – AREA B

I-121 AMSA/VMS – OVERALL FINISH PLAN

I-122 AMSA/VMS – FINISH PLAN – AREA A

I-123 AMSA/VMS – FINISH PLAN – AREA B

ID101 TRAINING BUILDING – FURNITURE DEMOLITION – AREA B

ID102 TRAINING BUILDING – FURNITURE DEMOLITION – AREA C

ID103 TRAINING BUILDING – FURNITURE DEMOLITION – AREA D

ID104 TRAINING BUILDING – FURNITURE DEMOLITION – AREA E

ID105 TRAINING BUILDING – FURNITURE DEMOLITION – AREA F

IF104 TRAINING BUILDING – FURNITURE PLAN – AREA C – FOR REFERENCE ONLY

IF-123 AMSA/VMS-FIRE PROTECTION PLAN – AREA B

P-123 AMSA/VMS-UNDERFLOOR PLUMBING PLAN – AREA B

MH102 TRAINING BUILDING – HVAC PLAN – AREA A

MH103 TRAINING BUILDING – HVAC PLAN – AREA B

MH106 TRAINING BUILDING – HVAC PLAN – AREA E

MH107 TRAINING BUILDING – HVAC PLAN – AREA F

MH112 ORGANIZATIONAL STORAGE BUILDING – HVAC PLAN – AREA A

MH122 AMSA/VMS – HVAC PLAN – AREA A

MH123 AMSA/VMS – HVAC PLAN – AREA B

M-420 AMSA/VMS – ENLARGED MECHANICAL PLAN

M-602 MECHANICAL SCHEDULES

EL123 AMSA/VMS LIGHTING PLAN – AREA B

EP106 TRAINING BUILDING POWER PLAN – AREA E

EP107 TRAINING BUILDING POWER PLAN – AREA F

EP123 AMSA/VMS POWER PLAN – AREA B

EY123 AMSA/VMS SYSTEMS PLAN – ARA B

E-603 MOTOR AND EQUIPMENT SCHEDULES

T-123 AMSA/VMS TELECOMMUNICATION PLAN – AREA B

e. The proposal due date and time remains the same 15 May 2024 at 12:00 PM ET.

f. Offerors must acknowledge all Amendments.

All other terms and conditions remain the same.

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for-- Wednesday 08 May 2024 at 0900 Eastern Time

(c) Participants will meet at-- Luis Martinez Reserve Center 13601 SW 176th St.

Perrine, FL 33177

(d) Point of Contact (POC)-- Javier A. Segura

(571) 421-4178 javier.a.segura@usace.army.mil

(End of provision)

(End of Summary of Changes) mailto:javier.a.segura@usace.army.mil

P2:481817 Army Reserve Center and AMSA Perrine, Florida

PRICE BREAKOUT SCHEDULE

PROJECT: Army Reserve Center and AMSA

LOCATION: Perrine, Florida

PROPOSER’S NAME:

BASE PROPOSAL

Item No. Description Unit Amount

0001 Primary Facilities Training Building Renovation JOB $

0002 Primary Facilities AMSA/VMS Building JOB $

0003 Primary Facilities Organizational Storage Building JOB $

0004 Project Site Work JOB $

0005 Training Building Area ‘E’ and Area ‘F’ Telecommunications Renovation JOB $ _________

Amendment 0003 **************************************************************

0006 Project Utility and Permit Fees JOB $ 13,779.98

**************************************************************Amendment 0003

Subtotal – BASE PROPOSAL $

OPTION ITEMS

0007 Option ‘A’ - Operations and Maintenance – Army Reserve (OMAR) Funded Equipment Items JOB $

0008 Option ‘B’ – “Bona Fide Need” Operations and Maintenance, Army Reserve (OMAR) Funded Equipment Items JOB $

0009 Option ‘C’ - Operations and Maintenance – Army Reserve (OMAR) Funded Equipment Items.

Associated with Optional Item ‘E’ Organizational Storage Building Area Increase. JOB $

0010 Option ‘D’ – “Bona Fide Need” Operations and Maintenance, Army Reserve (OMAR) Funded Equipment Items.

Associated with Optional Item ‘E’ Organizational Storage Building Area Increase. JOB $

0011 Option ‘E’ – Organizational Storage Building Area Increase. JOB $

0012 Option ‘F’ – Wash Platform and Aprons. JOB $

0013 Option ‘G’ – Bi-Level Loading Ramp and Apron. JOB $

0014 Option ‘H’ – Concrete Pavement at AMSA/VMS. JOB $

0015 Option ‘J’ – Existing POV Parking Lot Sealcoat/Striping JOB $

0016 Option ‘K’ – Training Building Replacement of Existing EIFS Band with Metal Panels. JOB $

Subtotal – OPTION ITEMS $

TOTAL BASE PROPOSAL + OPTION ITEMS $

Description of Base Proposal Items

(a) Item No. 0001 “Primary Facilities – Training Center Building Renovation” includes all Base Proposal construction work required within a line five feet outside of the building, except that work covered by Items No. 0005, 0007, 0008, 0016, and 0017.

(b) Item No. 0002 “Primary Facilities – AMSA/VMS Building” includes all Base Proposal construction work required within a line five feet outside of the building, except that work covered by Items No. 0007 and 0008.

(c) Item No. 0003 “Primary Facilities – Organizational Storage Building” includes all Base

Proposal construction work required within a line five feet outside of the building, except that work covered by Items No. 0007 0008, 0009, 0010, and 0011.

(d) Item No. 0004 “Project Site Work”, includes all Base Proposal construction work required beyond a line five feet outside the buildings and within construction limits except that work covered by Items No. 0001, 0002, 0003, 0012, 0013, 0014 and 0015.

(e) Item No. 0005 “Training Building Area ‘E’ and Area ‘F’ Telecommunications Renovation”, includes the cost for telecommunications work in Area ‘E’ and ‘F’ of the Training Building.

See Drawing Sheets T-106 and T-107 (and all related drawings and specification sections).

(f) Item No. 0006 “Project Utility and Permit Fees”, includes the cost for the Offeror to pay fees associated with required permits from Miami-Dade County and the State of Florida for sanitary sewer, watermain, driveways, erosion control, and NPDES – unless noted otherwise below.

Fees for this project include:

1. Stormwater

i. Miami Dade County for Class II Permit for Drainage and Storm Sewer: $0.00.

$31,433.00 Already paid by RSP Architects/EVS.

ii. NPDES Permit – GCP Small Construction: $0.00.

$400.00 Already paid by RSP Architects/EVS.

iii. Stormwater Total: $0.00

Amendment 0003 **************************************************************

2. Watermain

i. Utility Install/Repair Fire Line Fee: $200.00

ii. MOT Small Reviews (6 hr traffic control): $330.00 (per phase; 2 assumed)

iii. MDWASD Watermain Connection Fee: $13,249.98

iv. Watermain Total: $13,779.98

************************************************************** Amendment 0003

3. Sanitary Sewer

i. Sewer main & connection fee: $4,200.00

ii. MOT Large Reviews: $555.00 (per phase; 4 assumed)

iii. Sanitary Sewer Total: $6,420.00

4. Dewatering

i. Miami-Dade County Class V Permit (Dewatering) : $682.63

ii. Dewatering Total: $682.63

5. Florida Power & Light

i. Transformer Design and Removal Fees (Total): $48,000.00

(g) Item No. 0007 “Optional Item ‘A’ - Operations, Maintenance Army Reserve (OMAR)

Funded Equipment Items (Items funded at or shortly after the time of construction award) ” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to not be permanently attached to the construction. OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI), except that work covered by Item No. 0009.

CFCI OMAR Funded Equipment Items for this project consists of:

1. Caging at AMSA/VMS Building.

2. Caging at Organizational Storage Building.

i. Unit Storage.

ii. Arms Vault.

3. Metal Lockers at Training Building and AMSA/VMS Building.

This option may be exercised within 90 calendar days of Notice to Proceed.

(h) Item No. 0008 “Optional Item ‘B’ “Bona Fide Need” Operations, Maintenance Army

Reserve (OMAR) Funded Equipment Items” includes all work required to furnish and install “OMAR Funded Equipment Items” which are considered to not be permanently attached to construction. OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI), except that work covered by Item No. 0010.

CFCI “Bona Fide Need” OMAR Funded Equipment Items for this project consists of:

1. Arms Vault dehumidifier at Organizational Storage Building.

2. Freestanding Metal Shelving.

3. Refrigerators at Training Building Break Room and Lactation Room, and at the

AMSA/VMS Building Break Room.

4. Ice Machine at AMSA/VMS Building Break Room.

5. Microwave at Training Building Break Room and Lactation Room, and at the

AMSA/VMS Building Break Room.

6. Exterior Ash/Trash north of the Training Building.

7. Window Treatments (mini blinds and roller shades).

8. Fire Extinguishers (extinguisher cabinets are to be in the building-specific respective Base Proposal Item No. 0001, 0002, and 0003).

This option may be exercised within 600 calendar days of Notice to Proceed.

(i) Item No. 0009 “Optional Item ‘C’ - Operations, Maintenance Army Reserve (OMAR) Funded Equipment Items. Associated with Optional Item ‘E’ Organizational Storage Building Area Increase (Items funded at or shortly after the time of construction award) ” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to not be permanently attached to the construction. OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI).

CFCI OMAR Funded Equipment Items for this project consists of:

1. Caging at Organizational Storage Building at the area of plan increase only. See

Drawing Sheet A-114.

(j) Item No. 0010 “Optional Item ‘D’ – “Bona Fide Need” Operations, Maintenance Army

Reserve (OMAR) Funded Equipment Items. Associated with Optional Item ‘E’ Organizational Storage Building Area Increase (Items funded at or shortly after the time of construction award)” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to not be permanently attached to the construction.

OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI).

CFCI OMAR Funded Equipment Items for this project consists of:

1. Freestanding Metal Shelving and Fire Extinguishers at the Organizational

Storage Building at the area of plan increase only. See Drawing Sheet A-114.

(k) Item No. 0011 “Optional Item ‘E’ – Organizational Storage Building Area Increase includes the cost for Option E construction work required within a line five feet outside of the building, except that work covered by Items No. 0009 and 0010. See Drawing Sheets CS303, CG103, CG201C, CP101, L-105, L-106, L-109, S-114, S-174, A-114, A-144, A-172, A-215, F-114, MH114, EL114, EP114, EY114, and T-114 (and all related drawings and specification sections).

(l) Item No. 0012 “Optional Item ‘F’ – Wash Platform and Aprons includes the cost for Option F construction work to provide the Wash Platform and associated aprons, and associated pavement/grading/utility items. See Drawing Sheets CS100, GC102, CS302, CG102, CP101, CP503, CU102, S-001, AS101, and E-131 (and all related drawings and specification sections).

(m) Item No. 0013 “Optional Item ‘G’ – Bi-Level Loading Ramp and Apron includes the cost for Option G construction work to provide the Bi-Level Loading Ramp and associated pavement/grading items. See Drawing Sheets CS100, CS302, CG102, CP101, and AS102 (and all related drawings and specification sections).

(n) Item No. 0014 “Optional Item ‘H’ – Concrete Pavement at AMSA/VMS includes the cost for Option H construction work to provide concrete pavement around the area of the AMSA/VMS Building. See Drawing Sheets CP101, and CP504 (and all related drawings and specification sections).

(o) Item No. 0015 “Optional Item ‘J’ – Existing POV Parking Lot Sealcoat/Striping, includes the cost for Option J construction work. See Drawing Sheets CS105, L-105, and ES101 (and all related drawings and specification sections).

(p) Item No. 0016 “Optional Item ‘K’ – Training Building Replacement of Existing EIFS Band with Metal Panels includes the cost for Option K construction work. See Drawing Sheets A201-A205, and EL102-EL107 (and all related drawings and specification sections).

P2: 481817 Army Reserve Center and AMSA

SECTION 09 06 90.00 48

COLOR SCHEDULE

04/06

Amendment 0003 26 April 2024

PART 1 GENERAL

1.1 GENERAL

This section covers only the color of the exterior and interior materials and products that are exposed to view in the finished construction. The word "color" as used herein includes surface color and pattern.

Requirements for quality and method of installation are covered in other appropriate sections of the specifications. Specific locations where the various materials are required are shown on the drawings. Items not designated for color in this section may be specified in other sections.

When color is not designated for items, the Contractor shall propose a color for approval. The Contractor shall utilize this section together with the Room Finish Schedule, the Exterior Color Schedule, and the Interior Color Schedule as indicated on the Drawings. The Contractor shall report any discrepancies between this section, the Room Finish Schedule, the Exterior Color Schedule, and the Interior Color Schedule as indicated on the Drawingsto the Contracting Officer before proceding.

1.2 SUBMITTALS

Manufacturers products, names, model numbers and colors listed in this specification are referenced to establish a standard of quality and to clarify the designers intent and are not intended to limit selection of similar products from acceptable manufacturers. When the specific product listed is submitted by the Contractor, that submittal will be considered For Information Only. When an equal to that named in this specification is submitted, the submittal shall be for Government Approval (G).

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-04 Samples

Contractor Color Board; .

2 sets of Contractor color boards, 90 days after the Contractor is given Notice to proceed, complying with the following requirements:

a. Contractor Color boards shall reflect all actual finish textures, patterns, and colors required for this contract.

b. The Contractor shall use the project color boards created by the Designer of Record as a guideline in assembling the Contractor

SECTION 09 06 90.00 48 Page 1 Amendment 0003-CERTIFIED FINAL color boards.

c. Contractor color boards shall be labeled to indicate the room functions where the samples shall be used.

d. Materials shall be labeled with the finish type, manufacturer's name, pattern, and color reference.

e. Samples shall be on 8-1/2 by 11 inch boards with a maximum spread of 25-1/2 by 33 inches for foldouts.

f. Samples for the Contractor color board are required in addition to samples requested in other specification sections.

g. Color boards shall be submitted to the Contracting Officer.

h. Once the submitted Contractor color boards have been approved, and the Contractor desires to change any product, finish, texture, pattern, and/or color, the approved set of Contractor color boards shall be resubmitted with these changes for second Contractor submittal 30 days prior to installation of any finishes, textures, patterns, colors, or product. The Contractor must have approval of the changes before proceeding to install any of the finishes, textures, patterns, colors, or product. These Contractor color boards shall be submitted in conjunction with the other specification sections product submittals.

1.3 COLOR SCHEDULE

AM0002*********************************************************************

04 20 00 Concrete Masonry Units

APC-1 ARCHITECTURAL PRECAST SILL GRANITE GREY

CMU-1 STANDARD CMU GREY BLOCK USED FOR CAVITY WALL BACKUP

CMU-2 GROUND FACE (BURNISHED)CMU VENEER LIGHT GREY WITH WHITE AND

BLACK AGGREGATE CMU VENEER AT AMSA/VMS AND ORGANIZATIONAL STORAGE,

COLOR MORTAR TO MATCH VENEER

CMU-3 GROUND FACE (BURNISHED)CMU VENEER CHARCOAL GREY WITH SMALL

LIGHT GREY AND TAN AGGREGATE UPPER BAND AT AMSA/VMS. COLOR MORTAR

TO MATCH VENEER

CMU-4 CMU VENEER EXISTING FLUTED BLOCK, ROSE COLORED, AT

TRAINING BUILDING. EXISTING BLOCK AT TRAINING BUILDING. FOR INFILL

AREAS, USE SALVAGED FLUTED, ROSE COLORED BLOCK FROM DEMOLISHED

OMS BUILDING. COLOR MORTAR TO MATCH VENEER.

CMU-5 CMU VENEER EXISTING SMOOTH BLOCK, GREY, AT TRAINING

BUILDING. EXISTING BLOCK AT TRAINING BUILDING USED AT GRADE AND AT

BANDING. COLOR TO MATCH VENEER.

*************************************************** ****************AM0002

06 20 00 Finish Carpentry

WD-2 TERRAMAI DOUGLAS FIR REPLY PANELING OIL FINISH WOOD WALL

PANELING

06 41 16.00 10 Laminate Clad Architectural Casework

PLAM-1 WILSONART HIGH PRESSURE STANDARD LAMINATE KENSINGTON MAPLE

1077-60CASEWORK BASE CABINETS

PLAM-2 WILSONART HIGH PRESSURE STANDARD LAMINATE LINEN D427-60

BASEWORK UPPER CABINETS

SECTION 09 06 90.00 48 Page 2

PLAM-3 WILSONART HIGH PRESSURE STANDARD LAMINATE CRISP LINEN

4942-38 CASEWORK COUNTERTOPS

Formica Corporation 10155 Reading Road Cincinnati, OH 45241 1-800-367-6422 www.formica.com

Wilsonart Americas 2501 Wilsonart Drive P.O. Box 6110 Temple, Texas 76503-6110

06 61 16 Solid Polymer (Solid Surfacing) Fabrications

SSM-1 WILSONART SOLID SURFACE MATERIAL AVALANCHE MELANGE

9175ML BREAKROOM COUNTERTOPS

SSM-2 WILSONART SOLID SURFACE MATERIAL METRO CONCRETE

9249SS MEDICAL ROOM COUNTERTOPS

SSM-3 WILSONART SOLID SURFACE MATERIAL DESIGNER WHITE

D354SL WINDOW SILLS

Wilsonart Americas 2501 Wilsonart Drive P.O. Box 6110 Temple, Texas 76503-6110

07 42 13 Metal Wall Panels

MWP-1 CONCEALED FASTENER METAL WALL PANEL MEDIUM BRONZE. SEE

ELEVATIONS FOR PROFILE DESCRIPTION AMSA/ VMS

MWP-2 CONCEALED FASTENER METAL WALL PANEL MEDIUM BRONZE, FLUSH 12"

PANEL ENTRY CANOPY AT TRAINING BUILDING

MWP-3 CONCEALED FASTENER METAL WALL PANEL WHITE LINEN, FLUSH 12"

PANEL BID OPTION K FOR UPPER BAND AT TRAINING BUILDING

07 60 00 Flashing and Sheet Metal

SM-1 SHEET METAL MEDIUM BRONZE

SM-2 SHEET METAL DARK BRONZE SM ITEMS AT TRAINING BUILDING

SM-3 SHEET METAL WHITE LINEN TO MATCH

SM-4 SHEET METAL LIGHT GREY TO MATCH CMU-2: SM ITEMS T CMU-2 AREAS

08 11 16 Aluminum Doors and Frames

ALUM: Color: Clear Anodized

08 14 00 Wood Doors

WD-1 : VT Industries, Species: Natural Maple

08 33 23 Overhead Coiling Doors

Color: Dark Bronze

08 44 00 Curtain Wall and Glazed Assemblies

ALUM: Color: Clear Anodized

SECTION 09 06 90.00 48 Page 3

09 30 00 Ceramic Tile

TILE CT-1 DALTILE FABRIC ART - MODERN LINEAR DARK GRAY - ML64 12" X

24" ENTRY LOBBY

CT-2 DALTILE VOLUME 1.0 STEREO GREY RECTANGLE - VL73 12" X 24"

RESTROOM FLOOR AND WALL TILE

CT-3 DALTILE COLOR WHEEL 0190 ARCTIC WHITE 3" X 6" RESTROOM WALL

TILE

CT-4 CROSSVILLE COLOR BLOX G044/.10404 HONEY 4" X 4" RESTROOM

ACCENT WALL TILE - WOMEN

CT-5 CROSSVILLE COLOR BLOX G080/.10404 DEWDROP 4" X 4" RESTROOM

ACCENT WALL TILE - MEN

CT-6 DALTILE KEYSTONES WHEAT BLEND DK21 2" X 2" SHOWER ROOM FLOOR

TILE

CT-7 DAL TILE FABRIC ART - MODERN LINEAR TAUPE ML62 12" X 24"

ENTRY LOBBY ACCENT

CTB-1 DALTILE FABRIC ART - MODERN LINEAR DARK GRAY - ML64 6"H TILE

BASE CUT DOWN FROM FLOOR TILE

CTB-2 DALTILE VOLUME 1.0 STEREO GREY RECTANGLE - VL73 6" X 24"

CTB-3 DALTILE KEYSTONES; BUILD UP BASE -MB5ADESERT GRAY D014

5" X 12"; BUILD UP BASE W/ 2" X 2" COVE BASE

GROUT

GT-1 MAPEI 19 Pearl Gray GT-2 MAPEI 00 White

Crossville, Inc.

P.O. Box 1168 Crossville, TN 38557 931.484.2110

Dal-Tile Corp.

7834 C. F. Hawn Freeway P. O. Box 17130 Dallas, TX 75217 214-398-4465

MAPEI Headquarters of North America 1144 East Newport Center Drive Deerfield Beach, Florida 33442 1-888-876-2734

09 51 00 Acoustical Ceiling

Ceiling Tile

ACT-1 ARMSTRONG COMMERCIAL ULTIMA HIGH NRC - 1941; BEVELED TEGULAR

WHITE 24" X 24" X 7/8" 15/16" GRID

ACT-2 ARMSTRONG COMMERCIAL ULTIMA - 1912; BEVELED TEGULAR W/

BIOBLOCK WHITE 24" X 24" X 3/4" 9/16" GRID

ACT-3 ARMSTRONG COMMERCIAL KITCHEN ZONE - 673; SQUARE LAY-IN

WHITE 24" X 24" X 5/8" 15/16" GRID

Grid Grid : 15/16" Prelude Ceiling Suspension System, White

Armstrong World Industries, Inc., Ceiling & Ceiling Systems Div.

P. O. Box 3001 Lancaster, PA 177-4 717-397-0611

SECTION 09 06 90.00 48 Page 4

09 65 00 Resilient Flooring

LVT-1 INTERFACE BRUSHED LINES - A016 A01612 SOFT SHADOW 9.845" X

39.38" PRIVATE OFFICE, BREAKROOMS

LVT-2 INTERFACE BRUSHED LINES - A016 A01616 ROUGE 9.845" X 39.38"

BREAKROOM ACCENT

RF-1 NORA SYSTEMS NORAMENT SATURA ARTICLE 1880 CASTOR 39.53" X

39.53" X 3.5MM GENERAL CIRCULATION CORRIDORS

RF-2 NORA SYSTEMS NORAMENT SATURA ARTICLE 1880 MARS 39.53" X

39.53" X 3.5MM GENERAL CIRCULATION ACCENT CORRIDORS

RF-3 NORA SYSTEMS NORAPLAN IONA ARTICLE 266B POLLACK 24" X 24" X

2MM MEDICAL ROOM FLOORING

RF-4 MANNINGTON RESET RUBBER TILE BEIGE TONES 824 24" X 24"

INTERLOCKING TILE - PHYSICAL READINESS

Resilient Base

RB-1 ARMSTRONG

COMMERCIAL COLOR INTEGRATED WALL BASE 71 MID GRAY 4"H STRAIGHT

BASE AT CARPET

Manufacturer Information Armstrong World Industries, Inc., Commercial Flooring P. O. Box 3001 Lancaster, PA 17604 717-397-0611

Interface 1503 Orchard Hill Road LaGrange, GA 30240 800.634.6032

Mannington Commercial PO Box 12281 (30703-7004) 1844 U.S. Highway 41 S.E.

Calhoun, GA 30701 800-241-2262

Nora Systems 9 Northeastern Blvd.

Salem, NH 03079 800-332-6672 www.nora.com

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09 67 23.13 Standard Resinous Flooring

ESD-1 DUR-A-FLEX DUR-A-Gard ESD MEDIUM GRAY DELETED Dur-A-Flex 95 Goodwin Street East Hartford, CT 06108

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09 67 23.14 Chemical Resistant Resinous Flooring

RES-1 DUR-A-Flex Amor-Stat ESD MEDIUM GRAY 24 MILS Dur-A-Flex 95 Goodwin Street East Hartford, CT 06108

SECTION 09 06 90.00 48 Page 5

09 68 00 Carpet

CPT-1 INTERFACE WHELER STREET; 1473702500, 105649 CONCRETE SQUARE

19.69" X 19.69" GENERAL OFFICE CIRCULATION, CONFERENCE AND

CLASSROOM

CPT-2 INTERFACE BROOME STREET; 1417302500 106211 BRICK GLASS

19.69" X 19.69" OPEN OFFICE ACCENT AND TEAM ROOMS

Interface 1503 Orchard Hill Road LaGrange, GA 30240 800.634.6032

CPT-3 MANNINGTON LIASON ENTRYWAY; RUFFIAN II EBONY EARTH 1506 24"

X 24" VESTIBULE WALK-OFF CARPET TILE

Mannington Commercial 1844 US Highway 41 S.E.

Calhoun, GA 30701

09 84 20 Acoustical Wall Panels

AWP-1 KNOLL TEXTILES TRANQUIL W2267/6 GLOW 54"W ACOUSTICAL WALL

PANELS AT ASSEMBLY HALL

AWP-2 KNOLL TEXTILES TRANQUIL W2267/6 NOMAD 54"W ACOUSTICAL WALL

PANELS AT ASSEMBLYHALL

09 90 00 Painting Interior Paint Colors

PNT-1 SHERWIN WILLIAMS EGGSHELL FINISH AT WALLS,

FLAT FINISH AT CEILING SW 7004 SNOWBOUND GENERAL WALL AND CEILING

PAINT

PNT-2 SHERWIN WILLIAMS EGGSHELL FINISH SW6423 RYEGRASS ACCENT WALL

PAINT

PNT-3 SHERWIN WILLIAMS EGGSHELL FINISH SW6422 SHAGREEN ACCENT WALL

PAINT

PNT-4 SHERWIN WILLIAMS EGGSHELL FINISH SW 6333 FOXY ACCENT WALL

PAINT

PNT-5 BEHR MARQUEE EXISTING PAINT - SATIN FINISH BASE 7450 - CLRNT

OZ 384TH, BL 0-64, CL 0-140, FL 0-12

PNT-6 SHERWIN WILLIAMS EGGSHELL FINISH SW 7044 AMAZING GRAY ACCENT

PAINT

PNT-7 SHERWIN WILLIAMS EGGSHELL FINISH SW 7047 PORPOISE ACCENT

PAINT

PNT-8 SHERWIN WILLIAMS EGGSHELL FINISH SW 7045 INTELLECTUAL

GRAY HOLLOW METAL DOORS AND FRAMES

PNT-9 SHERWIN WILLIAMS SEMI-GLOSS FINISH SW 2022-10 SAFETY

YELLOW BOLLARDS

PNT-10 SHERWIN WILLIAMS EGGSHELL FINISH SW9006 ROJO DUST

Exterior Paint Colors

PNT-21 LIGHT GRAY EXTERIOR METAL - LOOSE LINTELS,

PNT-22 DARK BRONZE EXTERIOR METAL GUARDRAIL, LADDERS

PNT-23 ROSE COLOR EXTERIOR HOLLOW METAL FRAME AND DOOR AT TB

PNT-24 DARKER, MEDIUM BRONZE HM AND OHD FRAMES AND HM DOORS AT

AMSA/VMS

PNT-27 LIGHT WHITE PAINTED SMOOTH BLOCK AT TB, PAINTED CONCRETE

SILLS

SECTION 09 06 90.00 48 Page 6

PNT-25 LIGHT GRAY HM AND OHD FRAMES AND HM DOORS AT ORGANIZATIONAL

STORAGE BUILDING

PNT-26 Safety Yellow

10 11 00 Visual Display Units

Bulletin Board Cabinet Cabinet : Claridge, Surface Mounted Contemporary Cabinet Cork : Claridge Claridge Cork Color: TBD Frame : Claridge Aluminum Frame Satin Anodized Aluminum

Marker Board w/ Tackrail Frame : Claridge Satin Anodized Aluminum Marker Board : Claridge Porcelain Tackrail : Claridge Claridge Cork 1136 Graphite

Claridge Products and Equipment, Inc.

Product: LCS Writing System

Nelson Adams/GSI: Greensteel:

Product: Dry Markerboard

Carolina Chalkboard:

Product: Vitrasteel Dry Markerboard

Tackboards Cork Surface Color: Claridge 1136 Graphite Metal Frame: Satin Anodized Aluminum

10 12 01.00 25 Recessed Display Cases

DISPLAY CASE Custom Recessed Display Case

10 14 00.10 Exterior Signage Background: TBD Text: TBD

10 14 02 Interior Signage Room Identification/Directional Signage System

ASI Sign Systems, Inc.: Product Line: InTac ADA-Ready Sign System , Colors:

Letters: Black Background: Light Gray

ASI Sign Systems, Inc.

3890 West Northwest Hwy, Suite 102 The Plaza on Bachman Creek Dallas, TX 75220 214-352-9140

Interface Architectural Signage 5320 Webb Parkway Lilburn, Georgia 30247 770-921-5566

APCO Graphics 388 Grant Street S.E.

Atlanta, GA 30312 404-688-9000

SECTION 09 06 90.00 48 Page 7

10 21 13 Toilet Partitions

TP-1 Scranton Products Hiny Hiders Shale

Scranton Products, Inc.

801 East Corey Street Scranton, PA 18505 800-445-5148 www.scrantonproducts.com

10 26 13 Wall and Corner Protection

CG-1 CONSTRUCTION SPECIALTIES ACROVYN CORNER GUARD SSM-20N PEARL

#934 2" X 2" X 48"H 1/4" RADIUS WITH SNAP ON COVERS

FRP-1 CRANE COMPOSITES GLASBOARD WITH SURFASEAL PEARL #934 0.09"

THICK PEBBLE EMBOSSED FINISH - JANITOR CLOSETS

WG-1 CONSTRUCTION SPECIALTIES SURFACE MOUNTED ACROVYN CORNER GUARD

Ssm-20n CHARCOAL #162

SLATE 4"H CONFERENCE ROOMS

Construction Specialties 6696 State Route 405 Muncy, PA 17756 800-233-8493 www.c-sgroup.com

Crane Composites 23525 W Eames St Channahon, IL 60410 815-467-8600 www.cranecomposites.com

10 51 52.00 48 Metal Wardrobe Lockers and Bench Seat

Metal Locker LK-1 Lyon, Taupe GY835-3N

Lyon 420 N. Main St.

Montgomery, IL 60538 800.323.0082

10 90 00.00 48 Miscellaneous Specialties

COAT RACK

Small Coat Rack: Datum, Rigid Rack, 948 Medium Oak, 18"L x 6"H x 1"D Hooks: Datum, Rigid Rack, Clear Anodized Aluminum Datum Filing Systems Inc.

89 Church Road, P.O. Box 355 Emigsville, PA 17318-0355 800-828-8018 www.datumfiling.com

12 24 13 Roller Window Shades

SECTION 09 06 90.00 48 Page 8

WS-1 HUNTER DOUGLAS ROLLER SHADES - 3% OPENESS; CLACIER SCREEN

COLOR: WHITE PEARL MANUAL SHADES AT PERIMETER WINDOWS

WS-2 HUNTER DOUGLAS RB 500 AUTOMATED DUAL ROLLER SHADE 3% OPENESS

AND ROOM DARKENING SHADE APPOLLO 0%NOPENESS NEW YORK GREY

MOTORIZED SHADE AT ASSEMBLY HALL

Horizontal Window Blinds Hunter Douglas, Inc.

Two Parkway Upper Saddle River, NJ

13 34 19 Metal Building Systems

PEMB-W1 PEMB SEMI-CONCEALED FASTENER METAL WALL PANEL WHITE LINEN

PEMB-W2 PEMB LINER PANEL WHITE INTERIOR WALL LINER PANEL UP TO 10'

AFF

PEMB-R PEMB ROOF PANEL WHITE

PEMB-CP PEMB SOFFIT PANEL WHITE

PEMB-SM1 PEMB SHEET METAL ITEMS WHITE

PART 2 PRODUCTS

2.1 REFERENCE TO MANUFACTURER'S COLOR

Where color is shown as being specific to one manufacturer, an equivalent color by another manufacturer may be submitted for approval.

Manufacturers and materials specified are not intended to limit the selection of equal colors from other manufacturers.

2.2 COLOR SCHEDULE

The color schedule lists the colors, patterns and textures required for exterior and interior finishes, including both factory applied and field applied colors. The locations of the materials are indicted on the drawings.

2.2.1 Exterior Walls

Exterior wall colors shall apply to exterior wall surfaces including recesses at entrances and projecting vestibules. Conduit shall be painted to closely match the adjacent surface color. Wall color shall be provided to match the colors indicated on the drawings.

2.2.2 Exterior Trim

Exterior trim shall be provided to match the colors indicated on the drawings.

2.2.3 Interior Floor Finishes

Flooring materials shall be provided to match the colors indicated on the drawings.

2.2.4 Interior Base Finishes

Base materials shall be provided to match the colors indicated on the

SECTION 09 06 90.00 48 Page 9 drawings.

2.2.5 Interior Wall Finishes

Interior wall color shall apply to the entire wall surface, including reveals, vertical furred spaces, grilles, diffusers, electrical and access panels, and piping and conduit adjacent to wall surfaces unless otherwise specified. Items not specified in other paragraphs shall be painted to match adjacent wall surface. Wall materials shall be provided to match the colors indicated on the drawings.

2.2.6 Interior Ceiling Finishes

Ceiling colors shall apply to ceiling surfaces including soffits, furred down areas, grilles, diffusers, registers, and access panels. Ceiling color shall also apply to joist, underside of roof deck, and conduit and piping where joists and deck are exposed and required to be painted.

Ceiling materials shall be provided to match the colors indicated on the drawings.

2.2.7 Interior Trim

Interior trim shall be provided to match the colors indicated on the drawings.

2.2.8 Interior Window Treatment

Window treatments shall be provided to match the colors indicated on the drawings.

2.2.9 Interior Miscellaneous

Miscellaneous items shall be provided to match the colors indicated on the drawings.

PART 3 EXECUTION (Not Applicable)

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SECTION 09 06 90.00 48 Page 10

SECTION 09 67 23.13

STANDARD RESINOUS FLOORING

Amendment 0003 26 April 2024

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM A990/A990M (2021) Standard Specification for Castings, Iron-Nickel-Chromium and Nickel Alloys, Specially Controlled for Pressure-Retaining Parts for Corrosive Service

ASTM C881/C881M (2020a) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

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ASTM D257 (2014; R 2021) Standard Test Method for DC Resistance or Conductuance of Insulating Materials

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ASTM D445 (2019a) Standard Test Method for Kinematic Viscosity of Transparent and Opaque Liquids (and Calculation of Dynamic Viscosity)

ASTM D570 (1998; E 2010; R 2010) Standard Test Method for Water Absorption of Plastics

ASTM D638 (2014) Standard Test Method for Tensile Properties of Plastics

ASTM D696 (2016) Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30 degrees C and 30 degrees C With a Vitreous Silica Dilatometer

ASTM D1475 (2013) Standard Test Method for Density of Liquid Coatings, Inks, and Related Products

ASTM D1544 (2004; R 2010) Standard Test Method for Color of Transparent Liquids (Gardner Color Scale)

ASTM D1652 (2011; E 2012) Standard Test Method for

SECTION 09 67 23.13 Page 1 Amendment 0003 - CERTIFIED FINAL

Epoxy Content of Epoxy Resins

ASTM D2240 (2015; E 2017) Standard Test Method for Rubber Property - Durometer Hardness

ASTM D2471 (1999) Standard Test Method for Gel Time and Peak Exothermic Temperature of Reacting Thermosetting Resins

ASTM F1869 (2016a) Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride

1.2 ADMINISTRATIVE REQUIREMENTS

1.2.1 Pre-Installation Meetings

Pre-installation Conference: Conduct conference at Project site.

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1.2.2 Product Data

Within 30 days of contract award, submit manufacturer's catalog data for the following items:

a. Primer

b. Topcoat

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1.2.3 Design Mix Data

Within 30 days of contract award, submit design mix data for the following items, including a complete list of ingredients and admixtures:

a. Primer

b. Topcoat

Ensure applicable test reports verify the mix has been successfully tested and meets design requirements.

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1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Installation Drawings

SECTION 09 67 23.13 Page 2

SD-03 Product Data

Manufacturer's Catalog Data

SD-04 Samples

Hardboard Mounted Epoxy Flooring

Floor Topping

Mockups

SD-05 Design Data

Design Mix Data

SD-07 Certificates

Listing of Product Installations

Referenced Standards Certificates

SD-11 Closeout Submittals

Warranty

1.4 DELIVERY, STORAGE, AND HANDLING

Protect materials from weather, soil, and damage during delivery, storage, and construction. Deliver materials in original packages, containers, or bundles bearing brand name and name of material.

Maintain materials used in the installation of floor topping at a temperature between 65 and 85 degrees F.

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1.5 QUALITY CONTROL

Prior to commencement of work, submit referenced standards certificates for the following, showing conformance with the referenced standards contained in this section:

a. Primer

b. Topcoat

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1.5.1 Mockups

Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. Apply full-thickness mockups on 96 inch square floor area selected by Contracting Officer. Simulate finished lighting conditions for the review of mockups.

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1.5.2 Qualifications

Submit a listing of product installations for heavy duty static dissapatic

SECTION 09 67 23.13 Page 3 epoxy flooring including identification of at least 5 units, similar to those proposed for use, that have been in successful service for a minimum period of 5 years. Identify purchaser, address of installation, service organization, and date of installation.

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1.5.3 Sampling

Submit hardboard mounted epoxy flooring samples not less than 12 inch square for each required color.

Provide panels showing nominal thickness of finished toppings, color, and texture of finished surfaces. Finished floor toppings and the approved samples are to match in color and texture.

1.6 WARRANTY

Submit a 2 year written warranty for all materials and installation work.

PART 2 PRODUCTS

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2.1 SYSTEM DESCRIPTION

Submit installation drawings for heavy duty static dissipative epoxy flooring systems in accordance with ASTM D257 clearly designating the areas of application and the installation plan. Include in the installation plan, methods to control sand and dust if sand blasting is required.

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2.2 MATERIALS

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2.2.1 Mixes

2.2.1.1 Primer

Two-component, 100% solids static dissipative concrete primer providing a static dissipative reading of 10 6-10 9 ohm/sg with an average of 14v body voltage generation.

PROPERTY TEST METHOD REQUIREMENT

COMPONENT A (EPOXY RESIN)

Viscosity (kinematic), at 77 degrees F, centipoises

ASTM D445 3000 to 5000

Weight per epoxide, grams ASTM D1652 205 to 225

Color (Gardner Color Scale), maximum

ASTM D1544 5

SECTION 09 67 23.13 Page 4

PROPERTY TEST METHOD REQUIREMENT

Weight per gallon, pounds ASTM D1475 9.46 - 9.56

COMPONENT B (CURING AGENT)

Viscosity (kinematic), at 77 degr ees F, centistokes

ASTM D445 75 to 125

Weight per gallon, pounds ASTM D1475 7.50 to 7.60

Color (Gardner Color Scale), maximum

ASTM D1544 8

2.2.1.2 Topcoat

2-component, pigmented 100% solids static dissipative coating providing a static dissipative (10 6 - 10 9 ohm/Square) surface with a high gloss finish.

Providing an average of 14v body voltage generation.

PROPERTY TEST METHOD REQUIREMENT

Tensile strength, psi* at test t emperature:

77 degrees F

ASTM D638 4500 to 6500

Tensile elongation, percent* at test temperature: 77 degrees F

ASTM D638 20 to 40

Water absorption, percent 24 hours at 77 degrees F , maximum

ASTM D570 0.40

Hardness, Shore D ASTM D2240 74 to 82

Linear shrinkage, inch/inch maxim um

ASTM C881/C881M 0.006

Shrinkage, glass bow, inch divergence, maximum

ASTM A990/A990M 0.016

Coefficient of linear thermal exp ansion, inch/inch/degree C, maximum

ASTM D696

0 degre es C to 40 degrees C

200 X 10-6

Gel time/peak exotherm at 77 degr ees F, 100 gm mass in 4 ounce metal container

ASTM D2471 20 to 40 minutes at 300 degrees F, maximum

*1/8 inch thick castings

SECTION 09 67 23.13 Page 5

PROPERTY TEST METHOD REQUIREMENT

**1/8 by 1 by 3 inch castings, aged in forced draft oven

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2.2.1.3 DELETED

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2.2.2 Grounding

Copper foil tape: Minimum 1/2 inch

PART 3 EXECUTION

3.1 PREPARATION

Prior to applying resinous flooring material, inspect substrate and immediately report any unsatisfactory conditions that exist and repair.

Verify that the concrete substrates are dry and the moisture-vapor emissions are within acceptable levels according to the manufacturer's written instructions.

Anhydrous Calcium Chloride Test: ASTM F1869. Proceed with application of resinous flooring only after substrates have a maximum moisture-vapor-emission rate of 3 lb of water/1000 sq. ft. of slab area in 24 hours.

3.1.1 Safety Precautions

Prior to application in confined spaces of toppings and coatings containing flammable or toxic properties, institute safety precautions recommended by the manufacturer of the product.

Erect "NO SMOKING" signs, and prohibit smoking or use of spark- or flame-producing devices within 50 feet of any mixing or placing operation involving flammable materials.

Provide the personnel required to handle, mix, or apply toppings containing toxic or flammable properties with such items of personal protective equipment and apparel for eye, skin, and respiratory protection as are recommended by the manufacturer of the product. Ensure all personnel are trained in the appropriate use and wearing of personal protection equipment.

3.1.2 Protection of Adjacent Surfaces

In addition to the protection of adjacent surfaces during installation, provide areas used to store and mix materials with a protective covering under the materials. After application of the sealer coats, protect finished flooring during the remainder of the construction period. In areas of expected minimum or moderate traffic, cover floors with 70 pound kraft paper, with strips taped together and edges secured to prevent roll-up. Place vegetable fiberboard, plywood, or other suitable material that does not mar the flooring over the paper to protect areas used as

SECTION 09 67 23.13 Page 6 passages by workmen and areas subject to floor damage because of subsequent building operations. Upon completion of construction, remove the protection, clean flooring and, where necessary, repair, reseal, or both, at no additional cost to the Government.

3.1.3 Concrete Subfloor

3.1.3.1 New Concrete Floors

Do not commence installation of the floor topping until the concrete has cured a minimum of 28 calendar days. Verify that the concrete floor is straight, properly sloped, and has wooden float type finish. Ensure that the concrete is moist cured with burlap or polyethylene. Before applying the prime coat, clean the concrete surface by an approved method.

3.1.4 Mixing Of Materials

Select the job mix proportions on the trial batch proportions used to prepare the floor topping samples as submitted and approved.

Use mechanical equipment for mixing of materials in accordance with the manufacturer's instructions.

Use rotating paddle-type masonry mortar mixers for preblending the three sizes and color pigment, if any, of the walnut shell aggregate and addition of the mixed epoxy resin binder. Ensure mixing times are as recommended by the materials supplier(s), provided mixing times result in homogeneous mixtures. Limit quantity of material mixed at one time to that which can be applied and finished within the working life of the mixtures. Verify that the temperature of materials at the time of mixing are between 65 and 85 degrees F.

3.2 APPLICATION

3.2.1 Areas of Application

Anchor plates set with the top surface at or above the finished epoxy floor level do not require coverage with this flooring material. Extend flooring under equipment, except when the equipment base is indicated to be flush against the structural floor. Cover and/or mask surfaces not to receive the epoxy floor topping, such as equipment or cabinets installed prior to surface-preparation efforts and adjacent to the flooring installation.

3.2.2 Application of Prime Coat and Troweling

Combine the epoxy binder components A and B in the proportions specified by the manufacturer to form a clear compatible system immediately on mixing. Cure combined components to a clear film possessing a glossy, non-greasy surface at relative humidities less than 80 percent, having the following properties after curing 24 hours at 77 degrees F, followed by 24 hours at 125 degrees F:

Ensure that the prepared subfloor surface is dry and at a temperature of not less than 60 degrees F when application of the floor topping is initiated. Immediately before application of the prime/scratch coat on the prepared surface, remove dust or other loose particles by blowing with compressed air or vacuum cleaned. Use only an air compressor equipped with an efficient oil-water trap to prevent oil contamination or wetting

SECTION 09 67 23.13 Page 7 of surface.

Apply a thin roller coat of the epoxy binder specified to the prepared subfloor as a prime coat. As an aid to placing, compacting, and finishing the floor topping, form a scratch coat by sprinkling a minimum quantity of the walnut shell aggregate on the prime coat surface immediately following the prime coat application. Prior to application of the prime/scratch coat, fill cracks in the concrete per manufacturer's instructions, and make provisions to keep control or expansion joints open.

Place the floor topping prior to final gelling of the prime/scratch coat.

Immediately after the materials are mixed as specified, dump the mixture in the placement area and spread to prolong troweling life. Screed or rough trowel placed materials to the specified thickness and then compact by the use of a smooth roller prior to finish troweling to a nominal thickness of 3/16 inch plus or minus 1/16 inch. Ensure all finished surfaces are free of ridges, hollows (bird-baths), trowel marks, and smoothness varies no more than 1/8 inch when tested with an 8 foot straightedge. Make provisions to maintain the work areas in a relatively dust-free environment during curing of the topping.

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3.2.3 Copper Foil Tape

Install copper foil tape conductive adhesive to ground. Use a minimum of ½ inch wide copper foil tape. Install copper foil tape at one point per

1,000 SF.

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3.2.4 Topcoat

Apply topcoat by notched squeegee and back rolled at the rate of 100 sf/gal to yield a dry film thickness of 16 mils. Topcoat shall be comprised of a liquid resin and hardener that is mixed at the ratio of 3 parts resin to 1 part hardener per the manufacturer's instructions. The finish floor will have a nominal thickness of 24 mils.

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3.3 FIELD QUALITY CONTROL

3.3.1 Repairing

Remove and replace damaged or unacceptable portions of completed work with new work to match adjacent surfaces at no additional cost to the Government.

3.4 ADJUSTING AND CLEANING

Clean surfaces of the new work, and adjacent surfaces soiled as a result of the work. Remove all equipment, surplus materials, and rubbish associated with the work from the site.

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SECTION 09 67 23.13 Page 8