AM06.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

1 3

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE 5. PROJECT NO. (If applicable)

W9127820R0012-0006 21 August 2020 M017EU45

6. ISSUED BY CODE 7. ADMINISTERED BY(If other than item 6)

CODE

Corps of Engineers 109 St. Joseph St.

Mobile, AL 36602

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP code) 9A. AMENDMENT OF SOLICITATION

NO.

W9127820R0012

9B. DATED (SEE ITEM 11)

6 MAY 2020

10A. MODIFICATION OF

CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended. Offers 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 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 ACKNOWLEDGEMENT 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 ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO 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)

The subject solicitation for: FY20 AIRCRAFT MAINTENANCE FACILITY

SOTO CANO AIR BASE, HONDURAS

Is modified in the following: REFER TO THE ENCLOSED REVISED SPECIFICATIONS/DRAWINGS FOR AMENDMENT NO. 0006

Except as provided herein, all terms and conditions of the document reference 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) 16A. NAME AND TITLE OF CONTRACTING OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of contracting officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

FY20 AIRCRAFT MAINTENANCE FACILITY W9127820R0012

SOTO CANO AIR BASE, HONDURAS M017EU45

SF 30 Page 2

AMENDMENT NO. W9127820R0012-0006

PART I - REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS

The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence.

Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus.

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

Table of Contents Revised as indicated herein.

01 33 00 Added Submittal Registers associated with 09 67

23.15 and 09 97 13.00 40.

09 06 00 Added Paragraph 2.2.4.6 as indicated herein.

09 62 38 Added in its entirety

09 67 23.15 Revised paragraph 3.10 Table Ib as indicated herein.

09 90 00 Revised Paragraph 3.13.2 as indicated herein.

09 97 13.00 40 Added in its entirety.

21 30 00 Revised Paragraph 2.10.1 as indicated herein.

23 00 00 Revised Paragraphs 2.9.7.1 and 2.10.1.5 as indicated herein.

23 09 13 Deleted paragraphs 2.5.6.1 and all subparagraphs,

2.5.8 and all subparagraphs, 2.5.9, 2.5.11 and subparagraph, 2.5.13, 3.1.7.4, 3.1.8, 3.1.9, and

3.1.10 and all subparagraphs as indicated herein.

Revised Paragraph 2.8.2.

23 81 00.00 36 Revised Paragraphs 2.2, 2.2.2, 2.2.3, 2.3.2, 2.3.10, and 2.5.3 as indicated herein.

SF 30 Page 3

AMENDMENT NO. W9127820R0012-0006

PART II - NOTE: Revised and replacement drawings are listed below. These revised and replacement drawings are to be inserted into the folio in the proper numerical sequence. Drawings that have been revised or replaced by this amendment shall be deleted from the folio. All drawings listed below are revised unless indicated otherwise.

SHT

REF. TITLE OF DRAWINGS

COVER SHEET

CD105 DEMOLITION PLAN

CP105 PAVING PLAN

CP501 PAVEMENT SECTION DETAILS

CP515 FENCE DETAILS

A-402 ENLARGED TOILET ROOM PLANS & ELEVATIONS

A-404 ENLARGED TOILET & BREAK AREA PLANS

A-405 ENLARGED MILLWORK PLANS & ELEVATIONS

A-406 ENLARGED MILLWORK PLANS & ELEVATIONS

A-510 ROOF DETAILS

A-601 DOOR SCHEDULE

A-607 PARTITION TYPES

A-803 PERSPECTIVE

I-601 FIRST FLOOR FINISH SCHEDULE

I-602 SECOND FLOOR FINISH SCHEDULE

FX701 FIRE PUMP LAYOUT

M-501 MECHANICAL – HVAC DETAILS

M-601 MECHANICAL – HVAC SCHEDULES

M-702 HVAC CONTROLS – SPLIT AIR CONDITIONING SYSTEM

Encl as stated Replaced pages of the specifications as indicated in Part I.

18 Revised drawing as indicated in Part II.

Table of Contents Page 1 Revised by Amendment No. W9127820R0012-0006

TABLE OF CONTENTS

VOLUME 1 OF 6

CHECKLIST FOR PREPARATION OF OFFERS

BIDDING REQUIREMENTS

Contract Clauses

STANDARD FORM 1442 - SOLICITATION, OFFER, AND AWARD

BIDDING SCHEDULE

EXPLANATION OF BID ITEMS

STANDARD FORM 24 - BID BOND

STANDARD FORM 28 - AFFIDAVIT OF INDIVIDUAL SURETY

STANDARD FORM LLL - DISCLOSURE OF LOBBYING ACTIVITIES

00 11 00 PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

00 12 00 EVALUATION CRITERIA AND BASIS OF AWARD

00 21 16 INSTRUCTION TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONTRACT CLAUSES

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS

BASE PASS REQUIREMENTS

01 00 01 GENERAL CONTRACT REQUIREMENTS

CESAM FORM 1151, PROMPT PAYMENT CERTIFICATION AND SUPPORTING

DATA FOR CONTRACTOR PROGRESS PAYMENT INVOICE

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

FORM 4025

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

SAM FORM 696

01 45 35 SPECIAL INSPECTIONS

ATTACHMENT 1 - CONTRACTOR & INSPECTIONS STATEMENT

ATTACHMENT 2 - SCHEDULE OF SPECIAL INSPECTIONS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 35 43.00 GROUND, POLISHED AND DYED CONCRETE

03 42 13.10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION

Table of Contents Page 2

VOLUME 2 OF 6

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 54 19.00 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 00 EXPANSION CONTROL

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 13 METAL ROLLING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 16 STEEL SLIDING HANGAR DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 45 23.00 INSULATED TRANSLUCENT FIBERGLASS WALL PANEL ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

Table of Contents Page 3

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 CEMENT STUCCO

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

09 97 13.00 40 STEEL COATINGS

DIVISION 10 – SPECIALTIES

10 10 00.00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 26 13.00 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 51 13 METAL LOCKERS

10 51 14 TA-50 MILITARY LOCKERS

10 81 13 BIRD CONTROL DEVICES

DIVISION 12 – FURNISHINGS

12 21 00 WINDOW BLINDS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

VOLUME 3 OF 6

DIVISION 13 - SPECIAL CONSTRUCTION

13 21 48 PREFABRICATED USED PRODUCT RECLAMATION/POL STORAGE BUILDING

13 34 19 METAL BUILDING SYSTEMS

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 – FIRE SUPRESSION

21 13 13.10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 25 HIGH-EXPANSION FOAM SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 – HEATING, VENTALATION, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION & EXHAUST SYSTEMS

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC SYSTEMS

Table of Contents Page 4

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.10 COMMISSIONING OF HVAC SYSTEMS

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 23 00 REFRIGERANT PIPING

23 81 00.36 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – FIRE ALARM AND MASS

NOTIFICATION SYSTEM

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – UTILITY MONITORING

CONTROL SYSTEM

DIVISION 26 – ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 01 PAD-MOUNTED DEAD-FRONT AIR INSULATED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 32 14 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY APPLICATIONS

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 36 00 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 42 15 CATHODIC PROTECTION SYSTEM (STEEL WATER TANKS)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 56 02 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

VOLUME 4 OF 6

DIVISION 27 – COMMUNICATION

27 05 14 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVEMENT FOR AIRFIELDS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILIITES

32 13 14.13 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENT

32 16 19 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

Table of Contents Page 5

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILTY DISTRIBUTION PIPING

33 16 15 WATER STORAGE STEEL TANKS

33 30 00 SANITARY SEWERS

33 31 23.10 SANITARY SEWER FORCE MAIN PIPING

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAIN PIPING

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 – MATERIAL PROCESSING AND HANDELING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

DIVISION 46 – INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT

46 25 14 COALESCING OR VERTICAL TUBE OIL-WATER SEPARATORS

VOLUME 5 OF 6

APPENDICES

APPENDIX A SOIL INVESTIGATION REPORT, GSAB AIRCRAFT MAINTENANCE HANGAR

VOLUME 6 OF 6

APPENDIX B CID

--End of Project Table of Contents--

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

JTF-B MAINTENANCE HANGAR

09 62 38 SD-03 Product Data

2.1 G DOStatic-Control Resilient Flooring

2.1.1.1 SRecycled content for

Static-Dissipative Vinyl Tile

2.5 G DOAccessories

2.3 G DOAdhesives

1.9Warranty

SD-04 Samples

2.1 G DOStatic-Control Resilient Flooring

2.5 G DOAccessories

SD-06 Test Reports

2.8Fire Resistance

3.2Moisture, Alkalinity and Bond

3.7Testing

SD-07 Certificates

2.1.1.1 SIndoor Air Quality for

Static-Dissipative Vinyl Tile

2.3 SIndoor Air Quality for Adhesives

1.6Qualifications of Applicator

SD-08 Manufacturer’s Instructions

2.1 G ROStatic-Control Resilient Flooring

2.5 G ROAccessories

SD-10 Operation and Maintenance

Data

2.1 G ROStatic-Control Resilient Flooring

2.5 G ROAccessories

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

JTF-B MAINTENANCE HANGAR

09 97 13.00 40 SD-01 Preconstruction Submittals

3.3.1.1 GInspection Forms

1.3 GSafety Plan

SD-03 Product Data

2.1.1 GAbrasive Blasting Material

2.1.2 GSealant Compound

2.1.3.1 GInorganic Zinc

2.1.3.1 GInhibitive Polyamide Epoxy

2.1.3.1 GAliphatic Polyurethane

SD-04 Samples

1.3 GManufacturer's Standard Color

Charts

3.3.1.1 GInspection Forms

SD-05 Design Data

2.1.3.1Inorganic Zinc

2.1.3.1Inhibitive Polyamide Epoxy

2.1.3.1Aliphatic Polyurethane

SD-06 Test Reports

3.3.1.2Inspection Reports

SD-07 Certificates

2.1.1Abrasive Blasting Material

2.1.2Sealant Compound

2.1.3.1Inhibitive Polyamide Epoxy

2.1.3.1Aliphatic Polyurethane

SD-08 Manufacturer’s Instructions

2.1.3Protective Coatings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SECTION 09 06 00

2.2.4.3 Static-Dissipative Vinyl Tile:

(VCT-1) Static Smart / Style: Summit Series Static-Dissipative Vinyl Tile /

(Note: The remainder of the section is unchanged by this amendment.)

SECTION 09 62 38

STATIC-CONTROL FLOORING

08/17

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 E648 (2017a) Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source

ASTM F150 (2006; R 2013) Standard Test Method for Electrical Resistance of Conductive and Static Dissipative Resilient Flooring

ASTM F1700 (2018a) Standard Specification for Solid Vinyl Floor Tile

ASTM F1861 (2016) Standard Specification for Resilient Wall Base

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

ASTM F2170 (2019) Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)

CDPH SECTION 01350 (2010; Version 1.1) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers

CARPET AND RUG INSTITUTE (CRI)

CRI Green Label Plus (2017) Green Label Plus Quality Manual

ELECTROSTATIC DISCHARGE ASSOCIATION (ESD)

ESD S6.1 (2014) Standard for the Protection of Electrostatic Discharge Susceptible Items

– Grounding

GREEN SEAL (GS)

GS-36 (2013) Adhesives for Commercial Use

SECTION 09 62 38 Page 1

ADDED BY AMENDMENT NO. W9127820R0012-0006

RESILIENT FLOOR COVERING INSTITUTE (RFCI)

FLOORSCORE FLOORSCORE IAQ Certification

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SCS Global Services (SCS) Indoor Advantage

SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

SCAQMD Rule 1168 (2017) Adhesive and Sealant Applications

UNDERWRITERS LABORATORIES (UL)

UL 2818 (2013) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings

1.2 SCHEDULING

Schedule static-control flooring work after any other work which would damage the finished surface of the flooring.

1.3 SUBMITTALS

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Static-Control Resilient Flooring; G DO

Recycled content for Static-Dissipative Vinyl Tile; S

Accessories; G DO

Adhesives; G DO

Warranty

SD-04 Samples

Static-Control Resilient Flooring; G DO

Accessories; G DO

SECTION 09 62 38 Page 2

SD-06 Test Reports

Fire Resistance

Moisture, Alkalinity and Bond

Testing

SD-07 Certificates

Indoor Air Quality for Static-Dissipative Vinyl Tile; S

Indoor Air Quality for Adhesives; S

Qualifications of Applicator

SD-08 Manufacturer's Instructions

Static-Control Resilient Flooring; G RO

Accessories; G RO

SD-10 Operation and Maintenance Data

Static-Control Resilient Flooring; G RO

Accessories; G RO

1.3.1 Samples

1.3.1.1 Static-Control Resilient Flooring

Submit three samples of each indicated color and type of flooring, base, moldings, and accessories sized a minimum 60 by 100 mm.

1.3.1.2 Operations and Maintenance Data

a. Submit Data Package 1 in accordance with Section 01 78 23 OPERATION

AND MAINTENANCE DATA.

b. Submit three copies of manufacturer's maintenance instructions for each type of flooring material describing recommended type of cleaning equipment and materials, spotting and cleaning methods, and cleaning cycles.

1.4 CERTIFICATIONS

1.4.1 Indoor Air Quality Certifications

1.4.1.1 Floor Covering Materials

Provide Static-Dissipative Vinyl Tile and wall base products certified to meet indoor air quality requirements by FLOORSCORE, UL 2818 (Greenguard)

SECTION 09 62 38 Page 3

Gold, SCS Global Services Indoor Advantage Gold or provide certification or validation by other third-party programs that products meet the requirements of this Section. Provide certified to meet indoor air quality requirements by UL 2818 (Greenguard) Gold, SCS Global Services Indoor Advantage Gold, CRI Green Label Plus or provide certification or validation by other third-party program that products meet the requirements of this Section. Provide current product certification documentation from certification body.

1.4.1.2 Adhesives

Provide products certified to meet indoor air quality requirements by UL 2818 (Greenguard) Gold, SCS Global Services Indoor Advantage Gold or provide certification or validation by other third-party programs that products meet the requirements of this Section. Provide current product certification documentation from certification body.

1.5 EXTRA MATERIALS

Provide extra material from same dye lot for future maintenance. Provide a minimum of 3 percent of total square meters of each flooring and base type, pattern, and color.

1.6 QUALITY ASSURANCE

The flooring manufacturer will approve the Qualifications of Applicator and certify that he/she has a minimum of 3 years of experience in the application of the materials to be used.

1.7 DELIVERY, STORAGE, AND HANDLING

Deliver materials to the building site in original unopened containers bearing the manufacturer's name, style name, pattern color name and number, size, production run, project identification, handling instructions and related information. Observe ventilation and safety procedures specified in the Safety Data Sheets (SDS). Do not store flooring near materials that may off-gas or emit harmful fumes, such as kerosene heaters, fresh paint, or adhesives.

1.7.1 Static-Control Resilient Flooring

Store materials in a clean, dry, secure, and well-ventilated area with ambient air temperature range as recommended by the manufacturer but not less than 20 degrees C or more than 30 degrees C. Stack materials according to manufacturer's recommendations. Protect materials from the direct flow of heat from hot-air registers, radiators and other heating fixtures and appliances.

1.8 ENVIRONMENTAL CONDITIONS

Provide temporary ventilation during work of this section.

1.8.1 Static-Control Resilient Flooring

Maintain areas in which resilient flooring is to be installed at a temperature range as recommended by the manufacturer but not less than 20 degrees C or more than 30 degrees C for 3 days before application, during application and 2 days after application, unless otherwise directed by the flooring manufacturer for the flooring being installed. Maintain a

SECTION 09 62 38 Page 4 minimum temperature range as recommended by the manufacturer but not less than 13 degrees C thereafter for the duration of the contract. Provide adequate ventilation to remove moisture from area and to comply with regulations limiting concentrations of hazardous vapors.

1.9 WARRANTY

1.9.1 Static-Control Resilient Flooring

Provide manufacturer's standard performance guarantees or warranties including a five year wear warranty and ten year conductivity warranty.

PART 2 PRODUCTS

2.1 STATIC-CONTROL RESILIENT FLOORING

2.1.1 Static-Dissipative Resilient Flooring

2.1.1.1 Static-Dissipative Vinyl Tile

Static-dissipative vinyl tile must be a homogeneous vinyl product and conform to ASTM F1700. Provide electrical resistance from surface to surface and surface to ground between 1,000,000 ohms (1.0 x 10 to the 6th) and 1,000,000,000 ohms (1.0 x 10 to the 9th) when tested in accordance with ASTM F150. Tile must be 300 mm square and 3.2 mm thick. Tile must be pre-grooved for heat welding of seams. As required, provide welding rods as recommended by the manufacturer.

Provide Static-Dissipative Vinyl Tile containing a minimum of 10 percent recycled content. Provide data identifying percentage of recycled content for Static-Dissipative Vinyl Tile.

Provide certification of indoor air quality for Static-Dissipative Vinyl Tile.

2.2 WALL BASE

2.2.1 Resilient Base

Resilient base must conform to ASTM F1861, Type TS (vulcanized thermoset rubber), Style B (coved - installed with resilient flooring). Provide 150 mm high and a minimum 3 mm thick wall base. Provide preformed corners in matching height, shape, and color.

2.3 ADHESIVES

Provide conductive adhesive as recommended by the manufacturer of the static-control flooring and self-coving base. Provide adhesive for wall base as recommended by the wall base manufacturer.

Provide non-aerosol adhesive products used on the interior of the building (defined as inside of the weatherproofing system) that meet either emissions requirements of CDPH SECTION 01350 (use the office or classoom requirements, regardless of space type) or VOC content requirements of SCAQMD Rule 1168 . Provide aerosol adhesives used on the interior of the building that meet either emissions requirements of CDPH SECTION 01350 (use the office or classoom requirements, regardless of space type) or VOC content requirements of GS-36. Provide certification or validation of indoor air quality for adhesives.

SECTION 09 62 38 Page 5

2.4 MOLDINGS

Provide heavy duty tapered moldings of vinyl or rubber and types as recommended by flooring manufacturer for both edges and transitions of flooring materials specified. Provide vertical lip on molding of maximum 6 mm. Provide bevel change in level between 6 and 13 mm with a slope no greater than 1:2. Provide color to match resilient base.

2.5 ACCESSORIES

Use accessories recommended by the manufacturer of the flooring.

2.6 ELECTRICAL GROUND CONNECTION

Provide an electrical ground connection that meets the requirements of ESD S6.1 . Connection between the static-control floor system and the external grounding system must be provided. Contact with the static-control floor system must be with conductive grounding strip and must have the greater of the following: a minimum contact area of 5800 square mm or the dimensions recommended by the manufacturer. Provide the grounding conductor recommended by the manufacturer of the flooring.

Connect and install the grounding conductor as recommend by the flooring manufacturer.

2.7 MANUFACTURER'S COLOR, PATTERN AND TEXTURE

Provide color, pattern and texture in accordance with Section 09 06 00 SCHEDULES FOR FINISHES. Provide flooring in any one continuous area or replacement of damaged flooring in continuous area from same production run with same shade and pattern.

2.8 FIRE RESISTANCE TESTING REQUIREMENTS

Provide a minimum average critical radiant flux of 0.45 watts per square centimeter for flooring in corridors and exits when tested in accordance with ASTM E648.

PART 3 EXECUTION

3.1 SURFACE PREPARATION

Before any work under this section is begun, defects such as rough or scaling concrete, low spots, high spots, and uneven surfaces must be corrected, and damaged portions of concrete slabs must be repaired in accordance with flooring manufacturer's recommended instructions. Floor must be in a level plane with a maximum variation of 3 mm every 3 m, except where indicated as sloped. Repair cracks and irregularities and prepare the subfloor in accordance with flooring manufacturer's recommended instructions. Curing and sealing compounds should not be used on concrete surfaces to receive flooring unless they have been tested and approved by the flooring manufacturer. In addition, remove paint, varnish, oils, release agents, sealers, waxes, and adhesives, as required by the flooring product in accordance with manufacturer's printed installation instructions. If a curing compound is required, it must be coordinated for compatibility with the flooring adhesive.

SECTION 09 62 38 Page 6

3.2 MOISTURE, ALKALINITY AND BOND TESTS

Determine the suitability of the concrete subfloor for receiving the flooring with regard to moisture content and pH level by moisture and alkalinity tests. Conduct moisture testing in accordance with ASTM F1869 or ASTM F2170, unless otherwise recommended by the flooring manufacturer.

Conduct alkalinity testing as recommended by the flooring manufacturer.

Determine the compatibility of the flooring adhesives to the concrete floors by a bond test in accordance with the flooring manufacturer's recommendations.

3.3 GENERAL INSTALLATION

Do not install building construction materials that show visual evidence of biological growth.

3.4 INSTALLATION OF STATIC-CONTROL RESILIENT TILE FLOORING

Install static-control resilient flooring, ground connections, heat welded joints, and accessories in accordance with the approved manufacturer's installation instructions. Tile lines and joints must be kept square, symmetrical, tight, and even. Tile at the perimeter of the area to be finished may vary as necessary to maintain full-size tiles in the field, but no perimeter tile may be less than one-half the field tile size, except where irregular shaped rooms make it impossible. Tile must be cut, fitted, and scribed to walls, partitions, and projections after field flooring has been applied. Install grounding strips in accordance with manufacturer's installation instructions. Protect edges of flooring material meeting hard surface flooring with molding and install in accordance with the molding manufacturer's printed instructions.

3.5 INSTALLATION OF WALL BASE

3.5.1 Resilient Base

Install wall base in accordance with manufacturer's printed installation instructions. Prepare and apply adhesives in accordance with manufacturer's printed directions. Tighten base joints and make even with adjacent resilient flooring. Fill voids along the top edge of base at masonry walls with caulk. Roll entire vertical surface of base with hand roller, and press toe of base with a straight piece of wood to ensure proper alignment. Avoid excess adhesive in corners.

3.5.2 Self-Coving

The static-control resilient flooring must have a self-coving base and must be installed in accordance with the flooring manufacturer's printed installation instructions. Extend the self-cove up the walls, columns and pilasters 150 mm. Terminate the coving with a cove cap. Place a cove stick at the floor-wall junction to support the coving at the bend.

Provide self-cove at room perimeter and at fixed vertical interruptions to the flooring. Provide protective metal corners at outside and inside corners.

3.6 CLEANING AND PROTECTION

The flooring must be cleaned in accordance with the manufacturer's recommendations. Flooring must be protected by a covering of heavy-duty building paper before foot traffic is permitted. Lap and secure edges of

SECTION 09 62 38 Page 7 kraft paper protection to provide a continuous cover. Boardwalks must be placed over flooring in areas where subsequent building operations might damage the floor. Remove and replace flooring that becomes loose, broken, or curled prior to acceptance, or flooring that does not conform to resistance requirements of ASTM F150.

3.7 TESTING

Test the flooring in accordance with and conform to the requirements of

ESD S6.1 .

-- End of Section --

SECTION 09 62 38 Page 8

Section 09 67 23.15 Page 1

Revised by Amendment No.W9127820R0012-0006

SECTION 09 67 23.15

3.10 FINAL CLEANUP

Following completion of the work, remove debris, equipment,and materials from the site. Remove temporary connections to Government or contractor furnished water and electrical services. Restore existing facilities in and around the work areas to their original condition.

TABLE I - MATERIALS REQUIREMENTS

TABLE Ia

Test Minimum Requirement (maximum where indicated)

Sealant System (two-pack: self-leveling)

Polysulfide (Manganese Cure;

MnO2) or Urethane

Percent Volume Solids 100 percent

Chemical Resistance to JP-8 plus 100 Fuel at 21 degrees C (ASTM D1308) (see note 1)

48 hours immersion: 2.0 percent (max) weight increase, 5.0 percent (max) volume increase,

2.0 percent (max) weight loss

Chemical Resistance to Motor Oils at 21 degrees C (ASTM D1308) (see note 1)

48 hours immersion: 2.0 percent (max) weight increase, 5.0 percent (max) volume increase,

2.0 percent (max) weight loss

Chemical Resistance to Skydrols at 21 degrees C (ASTM D1308) (see note 1)

48 hours immersion: 2.0 percent (max) weight increase, 5.0 percent (max) volume increase,

2.0 percent (max) weight loss

Hardness (ASTM D2240:Shore A) 20

Tensile Strength (ASTM D412) (or ASTM D638)

1.0 MPa

Percent Elongation (ASTM D412) (or ASTM D638)

500 percent

Tack Free at 18.3 degrees C (ASTM C679) 12 hours maximum

Adhesion to Concrete 0.96 MPa

Section 09 67 23.15 Page 2

Revised by Amendment No.W9127820R0012-0006

Adhesion to Urethane Topcoats (paintable sealant)

0.96 MPa

NOTES: (1) Immerse and test a minimum of three 50 mm by 12.5 mm by

12.5 mm sections of cured sealant.

TABLE Ib

Test Minimum Requirement (maximum where indicated)

Walkway Safety Lane Stripe Color:

Yellow, semi-gloss

OSHA Safety Yellow

Tensile Strength (ASTM D2370) 4.83 MPa

Percent Elongation (ASTM D2370) 5.0 percent

Adhesion to Concrete (ASTM D4541) (see note 1)

2.75 MPa or 100 percent failure in

concrete

Thermal Compatibility between Concrete

(ASTM C884/C884M)

60 degrees C

Heat Resistance, continuous exposure "pass"

Chemical Resistance to JP-8 plus 100 Fuel at 21 degrees C (ASTM D1308)(see note 2)

48 hours immersion: 2.0 percent (max) weight increase, 2.0 percent (max) volume increase, 2.0 percent (max) weight loss

Chemical Resistance to Motor Oils at 21 degrees C (ASTM D1308)(see note 2)

48 hours immersion: 2.0 percent (max) weight increase, 2.0 percent (max) volume increase, 2.0 percent (max) weight loss

Chemical Resistance to Skydrols at 21 degrees C(ASTM D1308)(see note 2)

48 hours immersion: 2.0 percent (max) weight increase, 2.0 percent (max) volume increase, 2.0 percent (max) weight loss

Lead (ASTM D3335) 0.06 percent (max)

Section 09 67 23.15 Page 3

Revised by Amendment No.W9127820R0012-0006

Cadmium (ASTM D3335) 0.06 percent (max)

Chromium (ASTM D3718) 0.00 percent

NOTES:

(1) When tested for adhesion, coating system shall display 2.75 MPa adhesion and/or remove no less than 1.0 mm of concrete over 95 percent of each pull-off coupon throughout service.

(2) Immediately following immersion, in addition to the listed requirements, coating system shall be evaluated for blisters, checks, discoloration, softening, and lifting. Coating system shall be visually free of blisters, checks, discoloration, and display both substrate and intercoat adhesion no less than 2.4 MPa (ASTM D4541).

TABLE Ic indicated)

Resin System (ASTM D2621) Epoxy (two-pack)

Percent Volume Solids (ASTM D2697) 85 percent

Color 17925 (white) or 17875 (ultra-light gray)

Hydrolytic Stability (see note 1) No effect: 30 days immersion in Sodium Hydroxide solution with pH no less than 13.5

Moisture Insensitivity Throughout Service (ASTM F1869, ASTM D4541) (see note 2)

No effect: Insensitive to moisture vapor emission at rates no more than 197.0 micrograms moisture/second, square meter

Adhesion to Concrete Throughout Service (ASTM D4541) (see note 3)

2.75 MPa or 100 percent failure in

concrete

NOTES:

Section 09 67 23.15 Page 4

Revised by Amendment No.W9127820R0012-0006

(1) Immediately following immersion, primer shall be evaluated for blisters, checks, discoloration, softening, and substrate lifting. Primer shall appear free of blisters, checks and moderate discoloration, and display wet adhesion no less than 2.4 MPa (ASTM D4541).

(2) During and following application, primer shall remain unaffected by Moisture Vapor Emission (MVE) at rates no more than 197.0 micrograms moisture per second, square meter: primer shall meet the requirements of Note (3). Signs of moisture sensitivity include blisters, softening, lifting, and discoloration (whitening).

(3) When tested for in-situ adhesion, primer shall display 2.75 MPa adhesion and/or remove no less than 1.0 mm of concrete over 95 percent off each pull-off coupon.

TABLE Id indicated)

Resin System (ASTM D2621) Aliphatic Urethane (two-pack)

Percent Volume Solids (ASTM D2697) 51 percent

Topcoat Color (FED-STD-595) 17925 (white) or 17875 (ultra-light gray)

Walkway Safety Lane Stripe Color:

Yellow, semi-gloss

OSHA Safety Yellow

Application Thickness per Coat 62.5 microns to 80 microns Dry Film Thickness(DFT)

Hiding Power: Red/Orange Complete hiding of white coatings at 80 microns DFT(one coat)

Sunlight Resistance Non-yellowing

Heat Resistance, continuous exposure 60 degrees C

Heat Resistance, intermittent exposure 93.3 degrees C

Chemical Resistance to JP-8 plus 100 Fuel at 21 degrees C (ASTM D1308) (see note 1)

48 hours immersion: 1.0 percent (max) weight increase, 1.0 percent (max) volume increase, 1.0 percent (max) weight loss

Section 09 67 23.15 Page 5

Revised by Amendment No.W9127820R0012-0006

Chemical Resistance to Motor Oils at 21 degrees C (ASTM D1308)(see note 1)

48 hours immersion: 1.0 percent (max) weight increase, 1.0 percent (max) volume increase, 1.0 percent (max) weight loss

Chemical Resistance to Skydrols at 21 degrees C (ASTM D1308)(see note 1)

48 hours immersion: 1.0 percent (max) weight increase, 1.0 percent (max) volume increase, 1.0 percent (max) weight loss

NOTES:

(1) Immediately following immersion, in addition to the listed requirements, urethane topcoat shall be evaluated for blisters, checks, discoloration, softening, and lifting. Urethane topcoat shall be visually free of blisters, checks, and discoloration, and display adhesion no less than 2.4 MPa (ASTM D4541).

Section 09 67 23.15 Page 6

Revised by Amendment No.W9127820R0012-0006

TABLE II

PREAPPROVED MATERIALS*

Vendors Materials

Polyspec (281) 397-0033 Primer: 300EX

Topcoat: Tuffrez 235

Sealant: T-2235SL

Tennant (800) 553-8033 Primer: Eco-MPE (see note 1)

Topcoat: Eco-HPS100

Sealant: N/A (see note 2)

Stonhard (856) 779-7500 Primer: Standard Primer

Topcoat: Stonseal GS6

Sealant: Vulkem 245

Crawford Labs (800) 356-7625 Primer: Florock 4700

Topcoat: Florock Super CRU

Sealant: N/A (see note 2)

General Polymers (800) 543-7694 Primer: #3578, Universal Primer Topcoat: #4618, Polyurethane Enamel

Sealant: Cor-Seal PS

NOTES:

(*) Other products may meet specification requirements, Up to specification's date of issue, preapproved materials met specification requirements. It is the user's responsibility to confirm preapproved material formulations have not changed and specification requirements will be met.

(1) ECO-CRE primer is to be used on floors with heavy Skydrol use.

(2) Polyspec T-2235SL sealant may be used.

SECTION 09 90 00

3.13.2 Interior Paint Tables

DIVISION 3: INTERIOR CONCRETE PAINT TABLE

A. New and uncoated existing and Existing, previously painted Concrete, vertical surfaces, not specified otherwise:

1. Latex

New; MPI INT 3.1A-G3 (Eggshell) / Existing; MPI RIN 3.1A-G3 (Eggshell) Primer: Intermediate: Topcoat:

MPI 50 MPI 52 MPI 52

System DFT: 100 microns

2. High Performance Architectural Latex

New; MPI INT 3.1C-G3 (Eggshell) / Existing; MPI RIN 3.1J-G3 (Eggshell) Primer: Intermediate: Topcoat:

MPI 50 MPI 139 MPI 139

3. Institutional Low Odor / Low VOC Latex

New; MPI INT 3.1M-G3 (Eggshell) / Existing; MPI RIN 3.1L-G3 (Eggshell) Primer: Intermediate: Topcoat:

MPI 50 MPI 145 MPI 145

System DFT: 100 microns

E. Existingand Existing, previously painted concrete floors in following areas Building 553:

3. Epoxy New; MPI INT 3.2C-G6 (Gloss) / Existing; MPI RIN 3.2C-G6 (Gloss) Primer: Intermediate: Topcoat:

MPI 77 MPI 77 MPI 77

System DFT: 125 microns]

Note: Primer may be reduced for penetration per manufacturer's instructions.

DIVISION 4: INTERIOR CONCRETE MASONRY UNITS PAINT TABLE

A. New Concrete masonry:

1. High Performance Architectural Latex

MPI INT 4.2D-G3 (Eggshell) Filler Primer: Intermediate: Topcoat:

MPI 4 N/A MPI 139 MPI 139

System DFT: 275 microns

Fill all holes in masonry surface

B. Existing, previously painted Concrete masonry building 553:

1. Institutional Low Odor / Low VOC Latex

Existing; MPI RIN 4.2L-G3 (Eggshell) Spot Primer: Intermediate: Topcoat:

MPI 50 MPI 145 MPI 145

c. Existing, previously painted in building 553 , concrete masonry units in restrooms, unless otherwise specified:

1. Waterborne Light Industrial Coating

MPI RIN 4.2G-G5(Semigloss) Spot Primer: Intermediate: Topcoat:

MPI 153 MPI 153 MPI 153

System DFT: 112 microns

2. Alkyd

MPI RIN 4.2C-G5 (Semigloss) Spot Primer: Intermediate: Topcoat:

MPI 50 MPI 47 MPI 47

DIVISION 5: INTERIOR METAL, FERROUS AND NON-FERROUS PAINT TABLE

INTERIOR STEEL / FERROUS SURFACES

A. Paint all primary and secondary structural steel framing per Section 09 97 13.00 40 STEEL COATINGS. Metal, Mechanical, Electrical, Fire extinguishing sprinkler systems including valves, conduit, hangers, supports, surfaces adjacent to painted surfaces (Match surrounding finish), exposed copper piping, and miscellaneous metal items not otherwise specified except floors, hot metal surfaces, and new prefinished equipment:

1. High Performance Architectural Latex MPI INT 5.1R-G2 (Flat) Primer: Intermediate: Topcoat:

MPI 79 MPI 138 MPI 138

System DFT: 125 microns

MPI INT 5.1E-G2 (Flat) Primer: Intermediate: Topcoat:

MPI 79 MPI 49 MPI 49

System DFT: 131 microns

MPI INT 5.1E-G5 (Semigloss) Primer: Intermediate: Topcoat:

MPI 79 MPI 47 MPI 47

B. Metal in existing toilets building 553 , and new prefinished equipment:

1. Alkyd

MPI INT 5.1E-G5 (Semigloss)

MPI 79 MPI 47 MPI 47

C. Miscellaneous non-ferrous metal items not otherwise specified except new prefinished equipment. Match surrounding finish:

MPI INT 5.4F-G5 (Semigloss)

MPI 95 MPI 141 MPI 141

MPI INT 5.4J-G5 (Semigloss)

MPI 95 MPI 47 MPI 47

DIVISION 6: INTERIOR WOOD PAINT TABLE

A. New and Existing, uncoated Wood and plywood not otherwise specified (communications back boards):

MPI INT 6.4S-G4 (Satin) Primer: Intermediate: Topcoat:

MPI 39 MPI 140 MPI 140

MPI INT 6.4B-G5 (Semigloss)

MPI 45 MPI 47 MPI 47

B. Existing, previously painted Wood and plywood not otherwise specified:

MPI RIN 6.4B-G4 (Satin) Primer: Intermediate: Topcoat:

MPI 46 MPI 140 MPI 140

MPI RIN 6.4C-G5 (Semigloss) Primer: Intermediate: Topcoat:

MPI 46 MPI 47 MPI 47

C. New and Existing, previously finished or stained Wood Doors; Natural Finish or Stained:

1. Natural finish, oil-modified polyurethane New; MPI INT 6.3K-G4 / Existing; MPI RIN 6.3K-G4 Primer: Intermediate: Topcoat:

MPI 57 MPI 57 MPI 57

System DFT: 100 microns

New; MPI INT 6.3K-G6 (Gloss) / Existing; MPI RIN 6.3K-G6 (Gloss) Primer: Intermediate: Topcoat:

MPI 56 MPI 56 MPI 56

Note: Sand between all coats per manufacturers recommendations.

2. Stained, oil-modified polyurethane New; MPI INT 6.3E-G4 / Existing; MPI RIN 6.3E-G4 Stain: Primer: Intermediate: Topcoat:

MPI 90 MPI 57 MPI 57 MPI 57

System DFT: 100 microns

New; MPI INT 6.3E-G6 (Gloss) / Existing; MPI RIN 6.3E-G6 (Gloss) Stain: Primer: Intermediate: Topcoat:

MPI 90 MPI 56 MPI 56 MPI 56

System DFT: 100 microns

3. Stained, Moisture Cured Urethane

New; MPI INT 6.4V-G6 (Gloss) / Existing; MPI RIN 6.4V-G6 (Gloss) Stain: Primer: Intermediate: Topcoat:

MPI 90 MPI 31 MPI 31 MPI 31

D. Existing, previously painted Wood Doors; Pigmented finish:

1. Alkyd New; MPI RIN 6.3B-G5 (Semigloss) Primer: Intermediate: Topcoat:

MPI 46 MPI 47 MPI 47

DIVISION 9: INTERIOR PLASTER, GYPSUM BOARD, TEXTURED SURFACES PAINT

TABLE

A. New and Existing, previously painted andWallboard not otherwise specified:

1. Latex

New; MPI INT 9.2A-G3 (Eggshell) / Existing; RIN 9.2A-G3 (Eggshell) Primer: Intermediate: Topcoat:

MPI 50 MPI 52 MPI 52

2. High Performance Architectural Latex - High Traffic Areas

New; MPI INT 9.2B-G3 (Eggshell) / Existing; MPI RIN 9.2B-G3 (Eggshell)

MPI 50 MPI 139 MPI 139

B. New and Existing, previously painted Wallboard in restrooms,break rooms not otherwise specified.:

1. Waterborne Light Industrial Coating New; MPI INT 9.2L-G5(Semigloss) / Existing; MPI RIN 9.2L-G5 (Semigloss) Primer: Intermediate: Topcoat:

MPI 50 MPI 153 MPI 153

(NOTE: The remainder of the section is unchanged by the amendment.)

SECTION 09 97 13.00 40

STEEL COATINGS

11/19

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 C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM D4417 (2019) Field Measurement of Surface Profile of Blast Cleaned Steel

MASTER PAINTERS INSTITUTE (MPI)

MPI 19 (2012) Primer, Zinc Rich, Inorganic

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC AB 1 (2015; E 2017) Mineral and Slag Abrasives

SSPC AB 2 (2015; E 2016) Cleanliness of Recycled Ferrous Metallic Abrasive

SSPC AB 3 (2003; E 2004) Ferrous Metallic Abrasive

SSPC PA 2 (2015; E 2018) Procedure for Determining Conformance to Dry Coating Thickness Requirements

SSPC SP 1 (2015) Solvent Cleaning

SSPC SP 10/NACE No. 2 (2007) Near-White Blast Cleaning

SSPC SP 11 (2012) Power Tool Cleaning to Bare Metal

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FED-STD-595 (Rev C; Notice 1) Colors Used in Government Procurement

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.1000 Air Contaminants

1.2 SUBMITTALS

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

SECTION 09 97 13.00 40 Page 1 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Inspection Forms; G

Safety Plan; G

SD-03 Product Data

Abrasive Blasting Material; G

Sealant Compound; G

Inorganic Zinc; G

Inhibitive Polyamide Epoxy; G

Aliphatic Polyurethane; G

SD-04 Samples

Manufacturer's Standard Color Charts; G

Inspection Forms; G

SD-05 Design Data

Inorganic Zinc;

Inhibitive Polyamide Epoxy;

Aliphatic Polyurethane;

SD-06 Test Reports

Inspection Reports;

SD-07 Certificates

Abrasive Blasting Material

Sealant Compound

Inhibitive Polyamide Epoxy

Aliphatic Polyurethane

SD-08 Manufacturer's Instructions

Protective Coatings

SECTION 09 97 13.00 40 Page 2

1.3 QUALITY CONTROL

Submit a safety plan for protective coating systems in accordance with OSHA regulations.

Submit manufacturer's standard color charts showing manufacturer's standard finish colors.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver materials in their original, unopened containers bearing the manufacturer's name, date of manufacture, product identification, and batch number.

Store coatings, thinners, and cleaners in tightly closed containers in a covered, well-ventilated area; protected from exposure to extreme cold or heat, sparks, flame, direct sunlight, or rainfall. Follow manufacturer's instructions for storage limitations.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Abrasive Blasting Material

Ensure that abrasive blasting materials conform to SSPC AB 1 , SSPC AB 2 , and SSPC AB 3 .

2.1.2 Sealant Compound

Sealant is a self-curing, single-component, polysulfide-rubber, conforming to ASTM C920. Provide a sealant gray in color and capable of being applied into the joint with a caulking gun.

2.1.3 Protective Coatings

2.1.3.1 Coating Systems

The following two coating system definitions are to be specified for use on the surfaces listed in the Coating Schedule of this section, and as directed.

Coating System No. 1 consists of inorganic zinc only , no top coat unless specified. Select inorganic zinc from MPI 19 . Ensure that coatings, thinners, and cleaners are the product of one manufacturer.

Coating System No. 2 consists of an inorganic zinc first coat, with an inhibitive polyamide epoxy intermediate coat, and an aliphatic polyurethane finish coat. Select coatings from the following listing. Ensure that all coatings, thinners, and cleaners are the product of the same manufacturer. Ensure that each successive coating is a contrasting color to provide a visual assurance of complete coverage.

SECTION 09 97 13.00 40 Page 3

COATING SYSTEMS

INORGANIC

ZINC

INHIBITIVE

POLYAMIDE EPOXY

ALIPHATIC

POLYURETHANE MANUFACTURER

Dimetcote 9 Metalhide 1001

Amercoat 370 Amercoat 450HS PPG One PPG Place Pittsburgh, PA 15272 412/434-3131

CarboZinc 11 Carboguard 893 Carbothane 134HS Carboline Company 2150 Schuetz Road St. Louis, MO 63146 314-644-1000

CathaCoat 304V CathaCoat 304K CathaCoat 304L

Devran 201 H Devthane 379 International Paint LLC/ Devoe Coatings 6001 Antoine Drive Houston, TX 77091

(713) 682-1711 (800) 654-2616

ZincClad II Macropoxy 646-100 Hi-Solids Poly-CA Sherwin-Williams Company 101 Prospect Avenue N.W.

Cleveland, OH 44115

(800) 336-1110

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Coating Hazards

Ensure that employees are trained in the safety plan. Specified coatings may have potential health hazards if ingested or improperly handled.

Follow the coating manufacturer's written safety precautions throughout mixing, application, and curing of the coatings. During all cleaning, cleanup, surface preparation, and paint application phases, ensure that employees are protected from toxic and hazardous chemical agents that exceed concentrations in 29 CFR 1910.1000 . Comply with respiratory protection requirements in 29 CFR 1910.134 .

3.1.2 Surface Preparation

For faying surfaces that become inaccessible after installation, abrasive-blast and coat with inorganic zinc only, before installation.

Clean surfaces that are part of slip-critical joints according to SSPC SP10 (abrasive blasting) or SSPC SP 11 (power tool cleaning) before installation.

Do not apply coatings to areas to be welded. After welding is completed, conduct the required surface preparation to the weld and…