Attachment 2 - Protective Coating SOW.pdf

FACILITY ENHANCEMENT AND MAINTENANCE IDIQ

ATTACHEMENT 2

PROTECTIVE COATING STATEMENT OF WORK

CONTRACT NUMBER:

JOINT BASE CHARLESTON, SOUTH CAROLINA

FEBRUARY 5, 2020

STATEMENT OF WORK

FOR

PROTECTIVE COATING MAINTENANCE

TABLE OF CONTENTS

SECTION TITLE

1. General Information

2. Protective Coating Tasks

3. Maintenance Management

4. Estimated Quantities

5. Applicable Publications

SECTION 1

GENERAL INFORMATION

1.1 SCOPE OF WORK.

1.1.1. Location. All work will be accomplished at Joint Base Charleston which includes Joint Base Charleston Air Base, North Charleston, SC, Joint Base Charleston Weapons Station, Goose Creek, SC, North Axillary Air Field, North, SC, Short Stay Recreational Facility, Moncks Corner, SC

1.1.2 The Work. The Contractor shall provide all labor, vehicles, equipment, tools, materials, supervision and other property and services except as specified herein as Government furnished property and services, to provide protective coating maintenance for Facilities on JBC.

1.1.3 Period of Performance. Individual task order periods of performance will be negotiated between the Government and the contractor prior to the award of each task order. The contractor must start work no later than directed in the task order’s Notice to Proceed, and Maintain adequate forces and a work pace that meets the average capacity requirement.

1.1.4 Materials. The contractor shall provide all paint, primer, mud, tape, cleaner, thinner, sealers, patch, and any other material used for the installation of each product. All sign materials needed to provide a completed sign product and post will be supplied and assembled by the contractor. The quantities to be accomplished by the Contractor as stated in the bid schedule are estimates only.

1.1.5 Regulations. All work shall be in accordance with manufacture specifications, and industry standards. Unless otherwise identified by the CO or COR, Industry Standards listed by the Painting and Decorating Contractors of America (https://pcapainted.org/industry-standards) will govern the methods of measuring and painting expected to be accomplished. Examples of painting not included in this contract are: family housing units, fuel storage tanks and accessories, heating and air conditioning plants, water storage towers and standpipes, streets, parking lots, airfield markings, self-help projects, structures over 45 feet in height. Also not included are electrically powered signage.

1.1.6 Type of Work. Work includes but is not limited to: removal of rubber base, removal of wallpaper, cleaning, water blasting, sanding, sealing, scraping, mud and tape work, painting, staining and signage. The work includes any other necessary measure to reach industry standard acceptable finished product.

SECTION 2

PROTECTIVE COATING TASKS.

2.1. Protective Coating. All work shall be accomplished in accordance with the most current PDCA annual, Manufactures specifications, and special direction from the CO/COR

2.1.1. Occupied Areas. The work to be performed in this contract will include work within occupied areas of facilities. The contractor shall coordinate the work of all activities whereby both the government and the contractor can continue operations with the least possible interference and inconvenience. The contractor shall coordinate the entry and exit from any facility in which work is being accomplished. The contractor shall be responsible for furnishing, installing, and maintaining: approved barricades, roped barriers, signage, and fencing to warn occupants of hazardous areas at the jobsite for the duration of the work.

2.1.2. Work Inspection. The Contractor shall inspect all work assigned to check for surface repair, surface preparation, protective coating, caulking and glazing putty requirements. Should the Contractor receive a request for work which requires surface repair or surface preparation that the Contractor believes is beyond the scope of the contract or does not have the area specified, the Contractor shall return the work request to the CO through the COR, with the rationale for deferment. If identified by the CO as within the scope of the contract, the Contractor shall accomplish the work. Failure to identify any such problems to the CO shall constitute acceptance of the work request as correct and shall not constitute a basis for a future claim.

2.1.3. Work Area Preparation. Prior to work beginning, the Contractor shall clearly mark the areas to be painted, i.e. a sign at the entrance to the work area or signs in the parking lot stating the building is in the process of being painted. Work areas, including equipment or any items such as sprinkler heads, fire and smoke detectors, plumbing and lighting fixtures, wall paper, pre-finished paneling, floor covering, and furniture not requiring painting shall be protected by the Contractor to insure that no damage occurs. Any moving of furniture, equipment or other items shall be the Governments responsibility. The Contractor shall be liable for damage caused by Contractor personnel due to inadequate protection of Government property.

2.1.3.1. Surface Repair and Surface Preparation. The Contractor shall accomplish surface repair and surface preparation to the extent provided in Technical Exhibit 1.

2.1.3.2. Protective Coating Application. Protective coatings shall be applied by the Contractor to meet the requirements of Technical Exhibit 1. Airless paint spraying may be used when approved by the CO or COR, to apply paint to interior and exterior surfaces only. Spray painting shall comply with AFMAN 91- 203 requirements.

2.1.3.3. Exterior Paint Scheme. The Contractor shall create a professional image by using the standard color scheme: standard tan for the base color and dark brown for the trim color. As a common rule, the Contractor shall make exhaust fans, downspouts, gutters, faucets, and other unsightly building elements “invisible” by painting them to match the facility background colors. If the building is tan, the Contractor shall paint the building elements tan; if the building is brick, the Contractor shall paint the elements dark brown. The specifications for the standard color scheme are as follows:

Base Colors

• Buff: Sherwin Williams 6119 (Antique White), o Or equivalent from other manufacturers.

Trim Colors

• Dark Bronze: Sherwin Williams 2007 (Nightscape), o Or equivalent from other manufacturers.

2.1.4. Clean Working Area. All work areas of the customer shall be cleaned up by the Contractor after completion of work. Flammable materials shall be placed in closed metal containers and removed from the job site at the end of each day. Upon completion of the work, staging, scaffolding, and containers shall be removed from the site. Paint spots, oil and stains upon adjacent surfaces shall be removed and the entire job left clean and acceptable.

2.2. Sign Task.

2.2.1 Scope. The Contractor shall produce various exterior signs and displays using techniques such as emboss graph, stenciling, pressure sensitive overlay, and free hand lettering. Sign posts will be constructed and painted by the contractor to meet the Joint Base Charleston Sign Standard as directed by the CO or COR. This is intended to give uniformity to all signs on Joint Base Charleston. The Examples of signs and posts to be accomplished are listed in Technical Exhibit 6. The Government reserves the right to purchase signs and posts from other sources or suppliers as required. Contractor shall have option to subcontract sign work if this will be a more expedient method.

2.2.2 Standard Signs. The Contractor shall comply with the most current UFC 3-120-01 unless otherwise directed by the CO or COR. Traffic control and vehicle parking signs shall be produced as prescribed in the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways unless otherwise directed by the CO or COR.

2.2.3 Non-Standard Signs and Displays. For signs, emblems, logos, displays and other non-standard work requests, the Contractor shall apply sign production experience, knowledge and skill in accomplishing the request. The Contractor shall consult with the COR or the CO as necessary to best meet the intent of the sign or display.

2.2.4 Sign Materials. For traffic, parking, organizational and other exterior signs, retroreflective or prismatic sheeting shall be applied as specified by the manufacturer to aluminum sign blanks furnished by Contractor. The retroreflective sheeting shall meet the requirements of Federal Highway Administration (FHWA) Standards set forth by the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways 2009 Edition with revision Numbers 1 and 2 incorporated, dated May 2012.

2.2.5 Backgrounds. All backgrounds shall be retroreflective or prismatic. The background sheeting shall be applied in accordance with manufacturer’s recommendations and shall have a proven life of at least seven (7) years. The background color for all signs that are not traffic signs shall be brown unless directed otherwise by the COR or CO.

2.2.6 Text. All messages, borders, and legends shall be retroreflective or prismatic. Characters shall be applied to the prepared sign background as shown, indicated or noted on the sign request. Helvetica medium is the approved type face to be used on all signs. The letter manufacturer shall use a tile system which shall insure proper and uniform spacing. Upon demonstrating that proper letter spacing can be successfully obtained, the Contractor may obtain written approval from the COR or CO to utilize individual die-cut letters which are not part of a tile system. All letters, numbers and punctuation marks shall be die-cut from retroreflective or prismatic sheeting and shall be white in color unless directed otherwise by the COR or CO. Letter forms and graphics die-cut from reflective sheeting shall be of the best commercial quality available. All die-cutting shall be executed in such a manner that all edges and corners of finished letter forms and graphics shall be true and clean. Letter forms and graphics with rounded positive or negative corners, nicked, cut or ragged edges, shall not be used. All applied die-cut letters and graphics shall be permanently affixed to sign surfaces in such a manner that all letter surface and edge areas are tightly and evenly adhered to the sign surface.

2.2.7 Sign Posts. Pre-fabricated post are made of 4 inch aluminum square tubing. All joints and seams are fully welded to prevent water intrusion. Corners will be cut to 45 degree angle. Posts will be painted in Air Force brown. (See Attachment 5 Sign Post Templet.) (Sherwin Williams 2007 Nightscape.)

2.2.8 Completed Signs. These will be checked by COR prior to acceptance sign. Contractor shall deliver to facility designated on work request.

2.2.9 Submittals. Catalog cuts, technical data and a letter of certification shall be submitted to insure that sign materials meet the requirements of this contract.

2.3 WATER BLASTING TASKS.

2.3.1 Scope. Structures and Surfaces to be cleaned include but not limited to masonry, concrete, block, brick, stucco, metal, plastic, wood and vinyl. The Contractor shall not water blast any structure higher than forty five feet. The contractor shall take all measures necessary to protect equipment and facilities prior to water blasting. Any building surfaces or furnishings damaged or soiled by the water blasting activities shall be the responsibility of the contractor and shall be repaired and refinished or replaced by the contractor at his own expense. All surfaces will be left clean and free of debris following water blasting activities.

2.3.2 Efflorescence Removal. Contractor shall be required to remove any deposits of salt and or calcium build up that accumulates on surfaces or structures. Acceptable means of removal include but are not limited to water blasting, sanding, scraping, chiseling, and use of grinding stones. Contractor shall take every precaution when removing efflorescence to not to damage or alter the original condition of the surface being cleaned.

SECTION 3

MAINTENANCE MANAGEMENT

3.1 WORK REQUEST PROCESS

3.1.1. Work Request Management. Contractor shall provide the services of work request management as described below:

3.1.2. Receipt of Work Requests. The Contractor shall have a central point of contact for receiving all work requests during the duty hours stated in Section 1, paragraph 1.4.1. Routine painting requests will be passed to the Contractor by the COR via email or by hand if necessary.

3.1.3. The Work Request System. The JBC Protective Coating Maintenance work request form provided by the COR to the Contractor shall at a minimum indicate the number of the work request, task order number, date of the request, work description, facility number, date work required to be completed, estimated quantities needed to be painted, dollar amounts, and the point of contact for the jobsite. Refer to General Specifications for Work Order Process. COR shall set a priority of work request as required.

3.1.3.1. As the need exists for performance under the terms of this contract, the COR will notify the contractor of an existing requirement and provide the contractor with the Work Request Form.

3.1.3.2. Upon receipt of the Work Request Form, the contractor shall respond to the needs of the Government within five (5) business days by visiting the proposed work site in the company of the COR or authorized representative for purposes of conducting a scope validation site visit and conference during which the following will be discussed and established.

• Work description

• Facility layout

• Required line items

• Quantities

• Timeline for work accomplishment.

The contractor shall be required to examine drawings, review SOW, and visit the work site. In the absence of drawings, the contractor will be provided a detailed description of the proposed work and must perform measurements in the field to determine the quantities of each pricing schedule item necessary to complete the work as described.

Any difference between the contractor’s measured quantities and the COR measured quantities will be discussed and agreed upon at the site visit. Once an agreement has been reached, a completed work request form containing the proper quantities of the contract pre-priced line items and the delivery time will be issued to the contractor. No changes to the agreed quantities will be made, and no additional pre-priced line items will be added unless differing site conditions are encountered and the drawings and/or description of the work are modified By the COR. The contractor is responsible for notifying the COR immediately upon encountering a differing site condition(s).

The Contractor shall maintain an updated daily and active completed work request file arranged in work request number sequence to control and provide audit data.

3.1.3.3. Rescheduling. Work requests may be reassigned from one week or one month to the following week or month for the convenience and at no additional cost to the Government.

3.1.3.4. Work Status. The Contractor shall provide information on the status of any work request when required by the COR or CO. Contractor shall notify COR where he is working daily.

3.1.4. Timeliness of Work Completion.

Jobs with specified completion dates shall be completed by the date indicated. Where job completion dates are not specified, work shall be completed as shown below. Any exceptions must be coordinated by the COR and approved by the CO.

Emergency - Complete as soon as possible Urgent - Complete within 5 workdays Routine - Complete within 30 calendar days of receipt.

3.1.5. Completion. The COR and contractor will certify that the required work was satisfactorily accomplished by signing and dating the completed work request form in the space provided.

3.1.6. Building and Fixture Protection. The contractor shall take all necessary actions and precautions to protect the building and fixtures from damage during execution of all associated work. If the building or any portion thereof is damaged due to the contractor's operations or negligence, the contractor shall replace or repair such to its condition prior to the start of the project, at no additional cost to the government.

Protective Coating Work Order WO Number Facility # Street Address CEOES received Date

Name of Requester Phone # Contractor Notification Date

Description of Work:

Projected Completion Type of Service Color Desidnations Emergency CLIN Color # CLIN Color # CLIN Color #

Urgent Routine

Style or Color Remarks:

Projected Completion Date Work Authorization Signatures:

CO/COR Contractor

CLIN Qty Estimate Price Each Price CLIN QTY Estimate Price Each Price

Notes TOTAL ESTIMATE

DATE COMPLETED Contractors Signature COR Signature

SECTION 4

ESTIMATED QUANTITIES

4.1.1. Gypsum Board. Contractor shall be able to provide 387,706 Sq Ft of protective coating work, on average per year.

4.1.2. Wood Interior. Contractor shall be able to provide 21,837 Sq Ft of wood interior work, on average per year.

4.1.3. Wood Exterior. Contractor shall be able to provide 51,271 Sq Ft of wood exterior work, on average per year.

4.1.4. Metal Interior. Contractor shall be able to provide 62,017 Sq Ft of metal interior work, on average per year.

4.1.5. Metal Exterior. Contractor shall be able to provide 15,402 Sq Ft of metal exterior work, on average per year.

4.1.6. Concrete/Masonry/Plaster. Contractor shall be able to provide 21,049 Sq Ft of concrete/masonry/plaster work, on average per year.

4.1.7. Trim. Contractor shall be able to provide 115,766 Sq Ft of work, on average per year.

4.1.8. Full Prime. Contractor shall be able to provide 76,703 Sq Ft of work, on average per year.

4.1.9. Mud and Tape. Contractor shall be able to provide 8,464 Sq Ft of work, on average per year.

4.1.10. Remove Wallpaper. Contractor shall be able to provide 89,523 Sq Ft of work, on average per year.

4.1.11. Engineer Grade Reflective Base. Contractor shall be able to provide 480 Sq Ft of work, on average per year.

4.1.12. Aluminum Sign Blanks. Contractor shall be able to provide 245 Sq Ft of work, on average per year.

4.1.13. Sign Post Fabrication. Contractor shall be able to provide 220 LF of work, on average per year.

4.1.14. Water Blasting. Contractor shall be able to provide 225,368 Sq Ft of work, on average per year.

SECTION 5

APPLICABLE PUBLICATIONS

Publications that apply to the Statement of Work Are listed below. The publications have been coded as mandatory or advisory. The Contractor is obligated to follow those publications coded as mandatory and shall be guided by those coded advisory to the extent necessary to accomplish the requirements of the Statement of Work. The listed publications shall be furnished at the start of the basic contract period. It is the responsibility of the Contractor to establish follow on requirements with the Publication Distribution Office (PDO). Supplements or amendments to these mandatory publications may be issued during the life of the contract and it is the Contractor’s responsibility to insure that all mandatory publications are posted up to date. These same publications will be returned to the Government at the end of the contract period.

AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS

(ACGIH)

ACGIH 0100Doc (20016) Documentation of the Threshold Limit Values and Biological Exposure Indices

ASME INTERNATIONAL (ASME)

ASME A13.1 (2007) Scheme for the Identification of Piping Systems

ASTM INTERNATIONAL (ASTM)

ASTM C920 - 18 Standard Specification for Elastomeric Joint Sealants ASTM D6386 - 16a Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting ASTM D235 - 02(2012) Standard Specification for Mineral Spirits (Petroleum Spirits) (Hydrocarbon Dry Cleaning Solvent) ASTM D4214 - 07(2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films ASTM D4263 - 83(2018) Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method ASTM D4444 - 13(2018) Standard Test Method for Laboratory Standardization and Calibration of Hand-Held Moisture Meters ASTM D523 - 14(2018) Standard Test Method for Specular Gloss ASTM E2129 - 18 Standard Practice for Data Collection for Sustainability Assessment of Building Products ASTM F1869 - 16a Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride

MASTER PAINTERS INSTITUTE (MPI)

MPI Approved Products List - List Updated April 1st, 2019 MPI # 1 Aluminum Paint MPI # 2 Aluminum Paint, Heat Resistant (Up to 427°C - 800°F) MPI # 4 Block Filler, Latex, Interior/Exterior

MPI # 4 X-Green™ Block Filler, Latex, Interior/Exterior MPI # 5 Primer, Alkyd/Oil for Exterior Wood MPI # 6 Primer, Latex for Exterior Wood MPI # 8 Alkyd, Exterior Flat (MPI Gloss Level 1) MPI # 9 Alkyd, Exterior Gloss (MPI Gloss Level 6) MPI # 10 Latex, Exterior Flat (MPI Gloss Level 1) MPI # 11 Latex, Exterior Semi-Gloss (MPI Gloss Level 5) MPI # 13 Stain, Exterior, Solvent Based, Semi-Transparent MPI # 14 Stain, Exterior, Solvent Based, Solid Hide MPI # 15 Latex, Exterior, Low Sheen (MPI Gloss Level 3-4) MPI # 16 Stain, Exterior, Water Based, Solid Hide MPI # 17 Primer, Bonding, Water Based MPI # 17 X-Green™ Primer, Bonding, Water Based MPI # 18 Primer, Zinc Rich, Organic MPI # 19 Primer, Zinc Rich, Inorganic MPI # 21 Heat Resistant Coating, (Up to 205°C/402°F), MPI Gloss Level 6 MPI # 22 Aluminum Paint, High Heat (up to 590° C/1100° F) MPI # 23 Primer, Metal, Surface Tolerant MPI # 27 Floor Enamel, Alkyd, Gloss (MPI Gloss Level 6) MPI # 31 Varnish, Polyurethane, Moisture Cured, Gloss (MPI Gloss Level 6) MPI # 33 Stain, for Exterior Wood Decks MPI # 34 Water Repellent, Clear (Paintable) MPI # 37 Preservative, for Exterior Wood MPI # 39 Primer, Latex, for Interior Wood MPI # 42 Textured Coating, Latex, Flat MPI # 43 Latex, Interior, (MPI Gloss Level 4) MPI # 43 X-Green™ Latex, Interior, (MPI Gloss Level 4) MPI # 44 Latex, Interior, (MPI Gloss Level 2) MPI # 44 X-Green™ Latex, Interior, (MPI Gloss Level 2) MPI # 45 Primer Sealer, Alkyd, Interior MPI # 46 Undercoat, Enamel, Interior MPI # 47 Alkyd, Interior, Semi-Gloss (MPI Gloss Level 5) MPI # 48 Alkyd, Interior, Gloss (MPI Gloss Level 6-7) MPI # 49 Alkyd, Interior, Flat (MPI Gloss Level 1) MPI # 50 Primer Sealer, Latex, Interior MPI # 50 X-Green™ Primer Sealer, Latex, Interior MPI # 51 Alkyd, Interior, (MPI Gloss Level 3) MPI # 52 Latex, Interior, (MPI Gloss Level 3) MPI # 52 X-Green™ Latex, Interior, (MPI Gloss Level 3) MPI # 53 Latex, Interior, Flat (MPI Gloss Level 1) MPI # 53 X-Green™ Latex, Interior, Flat (MPI Gloss Level 1) MPI # 54 Latex, Interior, Semi-Gloss (MPI Gloss Level 5) MPI # 54 X-Green™ Latex, Interior, Semi-Gloss (MPI Gloss Level 5) MPI # 55 Dry Fall, Alkyd, Flat MPI # 56 Varnish, Interior, Polyurethane, Oil Modified, Gloss MPI # 57 Varnish, Interior, Polyurethane, Oil Modified, Satin

MPI # 59 Floor Paint, Alkyd, Low Gloss MPI # 60 Floor Paint, Latex, Low Gloss MPI # 68 Floor Paint, Latex, Gloss MPI # 69 Primer, Bonding, Solvent Based MPI # 71 Varnish, Polyurethane, Moisture Cured, Flat (MPI Gloss Level 1) MPI # 73 Varnish, Interior, Flat/Satin MPI # 74 Varnish, Interior, Semi-Gloss MPI # 75 Varnish, Interior, Gloss MPI # 76 Primer, Alkyd, Quick Dry, for Metal MPI # 79 Primer, Alkyd, Anti-Corrosive for Metal MPI # 80 Primer, Vinyl Wash MPI # 89 Dry Fall, Alkyd, ( MPI Gloss Level 3) MPI # 90 Stain, Semi-Transparent, for Interior Wood MPI # 91 Paste, Wood Filler MPI # 95 Primer, Quick Dry, for Aluminum MPI # 99 Sealer, Water Based, for Concrete Floors MPI # 107 Primer, Rust-Inhibitive, Water Based MPI # 107 X-Green™ Primer, Rust-Inhibitive, Water Based MPI # 112 Multicolor Coating MPI # 113 Elastomeric, Pigmented, Exterior, Water Based, Flat MPI # 114 Latex, Interior, Gloss (MPI GLoss Level 6) MPI # 114 X-Green™ Latex, Interior, Gloss (MPI GLoss Level 6) MPI # 117 Water Repellent, Clear (Not Paintable) MPI # 118 Dry Fall, Latex, Flat MPI # 119 Latex, Exterior, Gloss (MPI Gloss Level 6) MPI # 127 Deck Coating, Latex, Exterior MPI # 128 Varnish, Water Based, Clear, Satin MPI # 129 Varnish, Water Based, Clear, Semi-Gloss MPI # 130 Varnish, Water Based, Clear, High Gloss (MPI Gloss Level 6-7) MPI # 134 Primer, Galvanized, Water Based MPI # 134 X-Green™ Primer, Galvanized, Water Based MPI # 136 Primer, Stain Blocking MPI # 137 Primer, Stain Blocking, Water Based MPI # 137 X-Green™ Primer, Stain Blocking, Water Based MPI # 138 Latex, Interior, High Performance Architectural, (MPI Gloss Level 2) MPI # 138 X-Green™ Latex, Interior, High Performance Architectural, (MPI Gloss Level 2) MPI # 139 Latex, Interior, High Performance Architectural, (MPI Gloss Level 3) MPI # 139 X-Green™ Latex, Interior, High Performance Architectural, (MPI Gloss Level 3) MPI # 140 Latex, Interior, High Performance Architectural, (MPI Gloss Level 4) MPI # 140 X-Green™ Latex, Interior, High Performance Architectural, (MPI Gloss Level 4) MPI # 141 Latex, Interior, High Performance Architectural, Semi-Gloss (MPI Gloss Level 5)

MPI # 141 X-Green™ Latex, Interior, High Performance Architectural, Semi-Gloss (MPI Gloss Level 5) MPI # 144 Latex, Interior, Institutional Low Odor/VOC, (MPI Gloss Level 2) MPI # 144 X-Green™ Latex, Interior, Institutional Low Odor/VOC, (MPI Gloss Level 2) MPI # 145 Latex, Interior, Institutional Low Odor/VOC, ( MPI Gloss Level 3) MPI # 145 X-Green™ Latex, Interior, Institutional Low Odor/VOC, ( MPI Gloss Level 3) MPI # 149 Primer Sealer, Interior, Institutional Low Odor/VOC MPI # 149 X-Green™ Primer Sealer, Interior, Institutional Low Odor/VOC MPI # 151 Light Industrial Coating, Interior, Water Based (MPI Gloss Level 3) MPI # 151 X-Green™ Light Industrial Coating, Interior, Water Based (MPI Gloss Level 3) MPI # 153 Light Industrial Coating, Interior, Water Based, Semi-Gloss (MPI Gloss Level 5) MPI # 153 X-Green™ Light Industrial Coating, Interior, Water Based, Semi-Gloss (MPI Gloss Level 5) MPI # 154 Light Industrial Coating, Interior, Water Based, Gloss (MPI Gloss Level 6) MPI # 154 X-Green™ Light Industrial Coating, Interior, Water Based, Gloss (MPI Gloss Level 6) MPI # 161 Light Industrial Coating, Exterior, Water Based (MPI Gloss Level 3) MPI # 163 Light Industrial Coating, Exterior, Water Based, Semi-Gloss (MPI Gloss Level 5) MPI # 164 Light Industrial Coating, Exterior, Water Based, Gloss (MPI Gloss Level 6) MPI # 275 Primer, Quick Dry, for Shop Application to Interior Steel MPI # 315 Latex, Exterior, High Performance Architectural, Low Sheen (MPI Gloss Level 3-4)

THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC-CPC 1 /NACE SP 21412 (Dec 2016) Corrosion Prevention and Control Planning SSPC Guide 6 (April 2018) Guide for Containing Debris Generated During Paint Removal Operations SSPC PA 1 (June 2016) Shop, Field, and Maintenance Painting SSPC-PA Guide 10 (Aug 2018) Guide to Safety and Health Requirements for Industrial Painting Projects SSPC-Guide 19 (Nov 2012) Selection of Protective Coatings for Use Over Galvanized Substrates SSPC-Guide 23 (July 2017) Field Methods for the Determination of Moisture in Concrete and Masonry Walls and Ceilings, EIFS, and Stucco SSPC-Paint 23 (2013) Latex Primer for Steel Surfaces SSPC-Paint 24 (2016) Latex Exterior Finish Coat for Steel Surfaces, Performance Based SSPC-QP 9 (Jan 2014) Standard for Evaluating Qualifications of Painting Contractors Who Apply Architectural Paints and Coatings SSPC-SP COM (March 2017) Surface Preparation Commentary SSPC SP 1 (Aug 2018) Solvent Cleaning

SSPC-SP 2 (Jan 2018) Hand Tool Cleaning SSPC-SP 7/NACE No. 4 (2007) Brush-Off Blast Cleaning SSPC-SP WJ-1/NACE WJ-1 (July 2012) Waterjet Cleaning of Metals -- Clean to Bare Substrate SSPC-TU 9 (2004) Estimating Costs for Protective Coatings Projects SSPC VIS 4/NACE VIS 7 (2001) Guide and Reference Photographs for Steel Surfaces Prepared by Waterjetting

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

National Institute of Building Sciences UFC 3-190-06 (2004) Protective Coatings and Paints

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA Method 24 (2017) Determination of Volatile Matter Content, Water Content, Density, Volume Solids, and Weight Solids of Surface Coatings

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FED-STD-313F (2018) Material Safety Data, Transportation Data and Disposal Data for Hazardous Materials Furnished to Government Activities AMS-STD-595A (2017) Colors Used in Government Procurement

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED V4 (2018) for Building Operations and Maintenance

SECTION 1