Attachment 6 - UFGS 09 90 00 Paints and Coatings.pdf
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The document is a Unified Facilities Guide Specification (UFGS) for Paints and Coatings, Section 09 90 00, dated February 2021, prepared by NAVFAC and superseding a May 2011 version. The comprehensive specification provides detailed technical requirements for painting and coating various surfaces in federal facilities, including exterior and interior applications for concrete, masonry, metal, wood, and other substrates. It covers critical aspects such as surface preparation, coating systems, quality assurance, environmental requirements, and specific paint selection guidelines for different materials and environments.
The specification includes extensive technical guidance on painting processes, including requirements for surface cleaning, primer application, coating selection, and environmental considerations. It specifies different paint systems for various surfaces based on the Master Painters Institute (MPI) standards, with detailed tables describing primer, intermediate, and topcoat requirements for different substrate types, both for new and existing surfaces. The document also emphasizes regulatory compliance, including environmental protection, restrictions on hazardous material content, and requirements for indoor air quality certifications.
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USACE / NAVFAC / AFCEC UFGS-09 90 00 (February 2021)
Preparing Activity: NAVFAC Superseding UFGS-09 90 00 (May 2011)
UNIFIED FACILITIES GUIDE SPECIFICATIONS
References are in agreement with UMRL dated January 2025
SECTION TABLE OF CONTENTS
DIVISION 09 - FINISHES
SECTION 09 90 00
PAINTS AND COATINGS
02/21
PART 1 GENERAL
1.1 RELATED REQUIREMENTS
1.1.1 Painting Included
1.1.1.1 Exterior Painting
1.1.1.2 Interior Painting
1.1.2 Painting Excluded
1.1.3 Mechanical and Electrical Painting
1.1.3.1 Fire Extinguishing Sprinkler Systems
1.1.4 Exterior Painting of Site Work Items
1.1.5 Miscellaneous Painting
1.1.5.1 Lettering [Building ][Room Number(s)]
1.1.5.2 Obstructions To Aviation
1.2 REFERENCES
1.3 DEFINITIONS
1.3.1 Qualification Testing
1.3.2 Batch Quality Conformance Testing
1.3.3 Coating
1.3.4 DFT or dft
1.3.5 DSD
1.3.6 EXT
1.3.7 INT
1.3.8 Loose Paint
1.3.9 micron / microns
1.3.10 mil / mils
1.3.11 mm
1.3.12 MPI Gloss Levels
1.3.13 MPI System Number
1.3.14 Paint
1.3.15 REX
1.3.16 RIN
1.4 SCHEDULING
1.5 SUBMITTALS
1.6 QUALITY ASSURANCE
SECTION 09 90 00 Page 1
1.6.1 Regulatory Requirements
1.6.1.1 Environmental Protection
1.6.1.2 Lead Content
1.6.1.3 Chromate Content
1.6.1.4 Asbestos Content
1.6.1.5 Mercury Content
1.6.1.6 Silica
1.6.1.7 Human Carcinogens
1.6.1.8 Carbon Based Fibers / Tubes
1.6.2 Coating Contractor's Qualification
1.6.3 SSPC QP 1 Certification
1.6.4 Approved Products List
1.6.5 Paints and Coatings Indoor Air Quality Certifications
1.6.6 Field Samples and Tests
1.6.6.1 Sampling Procedure
1.6.6.2 Testing Procedure
1.6.7 Textured Wall Coating System
1.6.8 Sample Textured Wall Coating System Mock-Up
1.7 PACKAGING, LABELING, AND STORAGE
1.8 SAFETY AND HEALTH
1.8.1 Toxic Materials
1.9 ENVIRONMENTAL REQUIREMENTS
1.9.1 Coatings
1.9.2 Post-Application
PART 2 PRODUCTS
2.1 MATERIALS
2.2 COLOR CODING FOR SHORE-TO SHIP UTILITY CONNECTIONS
2.3 COLOR SELECTION OF FINISH COATS
PART 3 EXECUTION
3.1 PROTECTION OF AREAS AND SPACES NOT TO BE PAINTED
3.2 REPUTTYING AND REGLAZING
3.3 RESEALING OF EXISTING EXTERIOR JOINTS
3.3.1 Surface Condition
3.3.2 Backstops
3.3.3 Primer and Bond Breaker
3.3.4 Ambient Temperature
3.3.5 Exterior Sealant
3.3.6 Cleaning
3.4 SURFACE PREPARATION
3.4.1 Additional Requirements for Preparation of Surfaces With
Existing Coatings
3.4.2 Existing Coated Surfaces with Minor Defects
3.4.3 Removal of Existing Coatings
3.4.4 Substrate Repair
3.5 PREPARATION OF METAL SURFACES
3.5.1 Existing and New Ferrous Surfaces
3.5.2 Final Ferrous Surface Condition:
3.5.2.1 Tool Cleaned Surfaces
3.5.2.2 Abrasive Blast Cleaned Surfaces
3.5.2.3 Waterjet Cleaned Surfaces
3.5.3 Galvanized Surfaces
3.5.4 Non-Ferrous Metallic Surfaces
3.5.5 Terne-Coated Metal Surfaces
3.5.6 Existing Surfaces with a Bituminous or Mastic-Type Coating
3.6 PREPARATION OF CONCRETE AND CEMENTITIOUS SURFACE
SECTION 09 90 00 Page 2
3.6.1 Concrete and Masonry
3.6.2 Gypsum Board, Plaster, and Stucco
3.6.2.1 Surface Cleaning
3.6.2.2 Repair of Minor Defects
3.6.2.3 Allowable Moisture Content
3.6.3 Existing Asbestos Cement Surfaces
3.7 PREPARATION OF WOOD AND PLYWOOD SURFACES
3.7.1 New[, Existing Uncoated,][ and][ Existing Coated] Plywood and
Wood Surfaces, Except Floors:
3.7.2 Wood Floor Surfaces, Natural Finish
3.7.3 Interior Wood Surfaces, Stain Finish
3.7.4 Water Blasting of Existing Coated Wood Surfaces:
3.8 APPLICATION
3.8.1 Coating Application
3.8.2 Mixing and Thinning of Paints
3.8.3 Two-Component Systems
3.8.4 Coating Systems
3.9 COATING SYSTEMS FOR METAL
3.10 COATING SYSTEMS FOR CONCRETE AND CEMENTITIOUS SUBSTRATES
3.11 COATING SYSTEMS FOR WOOD AND PLYWOOD
3.12 PIPING IDENTIFICATION
3.13 INSPECTION AND ACCEPTANCE
3.14 WASTE MANAGEMENT
3.15 PAINT TABLES
3.15.1 Exterior Paint Tables
3.15.1.1 MPI Division 3: Exterior Concrete Paint Table
3.15.1.2 MPI Division 4: Exterior Concrete Masonry Units Paint
Table
3.15.1.3 MPI Division 5: Exterior Metal, Ferrous and Non-Ferrous
Paint Table
3.15.1.4 MPI Division 6: Exterior Wood; Dressed Lumber, Paneling, Decking, Shingles Paint Table
3.15.1.5 MPI Division 9: Exterior Stucco Paint Table
3.15.1.6 MPI Division 10: Exterior Cloth Coverings and Bituminous
Coated Surfaces Paint Table
3.15.2 Interior Paint Tables
3.15.2.1 MPI Division 3: Interior Concrete Paint Table
3.15.2.2 MPI Division 4: Interior Concrete Masonry Units Paint
Table
3.15.2.3 MPI Division 5: Interior Metal, Ferrous and Non-Ferrous
Paint Table
3.15.2.4 MPI Division 6: Interior Wood Paint Table
3.15.2.5 MPI Division 9: Interior Plaster, Gypsum Board, Textured
Surfaces Paint Table
-- End of Section Table of Contents --
SECTION 09 90 00 Page 3
USACE / NAVFAC / AFCEC UFGS-09 90 00 (February 2021)
Preparing Activity: NAVFAC Superseding UFGS-09 90 00 (May 2011)
UNIFIED FACILITIES GUIDE SPECIFICATIONS
References are in agreement with UMRL dated January 2025
SECTION 09 90 00
PAINTS AND COATINGS
02/21
NOTE: This guide specification covers the requirements for painting of new and existing, interior and exterior substrates, including masonry, concrete, metal, wood, and other miscellaneous materials.
Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable item(s) or insert appropriate information.
Remove information and requirements not required in respective project, whether or not brackets are present.
Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR) .
NOTE: This guide specification includes tailoring for ARMY and NAVY projects, and for INTERIOR and EXTERIOR painting. Where an Editor's Note states a paragraph is tailored for a Service or painting type, the content of the paragraph, or a portion of the paragraph, is suited specifically to be included only for that Service or painting type.
NOTE: This Guide Specification is used in the preparation of project specifications for Department of Defense facilities:
1. Buildings;
SECTION 09 90 00 Page 4
2. Related mechanical, electrical, and miscellaneous items; and
3. Shore-to-ship utility connections.
This guide specification has been prepared to address the requirements of routine maintenance painting when modified to include or utilize maintenance options.
This guide specification DOES NOT address high-performance or specialty coating requirements, or protective coating of industrial structures or facilities, including but not limited to:
1. Towers;
2. Pilings;
3. Pavement markings;
4. Items requiring specialized treatment due to peculiar usage;
5. Petroleum storage facilities;
6. Water storage facilities;
7. Waterfront facilities, except shore-to-ship utility connections; and
8. Hangars
If such items are in the project include in a separate section or modify this section accordingly. The following guide specifications are examples of those available for specific service conditions noted, and may be modified to provide for related service conditions:
1. Section 09 97 23 METALLIC TYPE CONDUCTIVE/SPARK RESISTANT CONCRETE FLOOR FINISH. This specification covers the requirements for metallic type conductive/spark resistant concrete floor finish for ordnance and other similar structures.
2. Section 09 97 02 PAINTING: HYDRAULIC STRUCTURES. This specification covers the painting of hydraulic structures located in fresh water such as locks and dams.
3. Section 09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES. This specification is usable for any steel structure exposed to weather, and is usable for other purposes as well, such as hangar structures, enclosed swimming pool structures, and most situations requiring high-performance protective coating systems.
4. Section 09 97 13.16 INTERIOR COATING OF WELDED STEEL WATER TANKS. This guide specification covers the requirements for polyamide epoxy coating system for interior of newly constructed Navy and Air Force water tanks, potable and non-potable, where shop applied coatings are not being considered.
This guide specification generally contains only two types of coating systems, solvent based and water
SECTION 09 90 00 Page 5 based. If different systems are required regionally, or for special needs, modify the guide accordingly.
PART 1 GENERAL
1.1 RELATED REQUIREMENTS
NOTE: Indicate type and extent of work on drawings. Specific quantities should not be cited in the specification. Indicate on the drawings the linear amount of existing putty, glazing compound, sealant or caulking to be replaced with new material and quantify the area of existing coating to be removed by methods specified for each substrate material.
1.1.1 Painting Included
Where a space or surface is indicated to be painted, include the following unless indicated otherwise.
a. Surfaces behind portable objects and surface mounted articles readily detachable by removal of fasteners, such as screws and bolts.
b. New factory finished surfaces that require identification or color coding and factory finished surfaces that are damaged during performance of the work.
c. Existing coated surfaces that are damaged during performance of the work.
1.1.1.1 Exterior Painting
NOTE: The following subparagraph is tailored for inclusion in projects with exterior painting.
Choose bracketed items according to scope of project.
Includes new surfaces[, existing coated surfaces,][ and ][existing uncoated surfaces,] of the building[s] and appurtenances. Also included are existing coated surfaces made bare by cleaning operations.
1.1.1.2 Interior Painting
NOTE: The following subparagraph is tailored for inclusion in projects with interior painting.
Choose bracketed items according to scope of project.
Includes new surfaces[, existing uncoated surfaces,][ and ][existing coated surfaces] of the building[s] and appurtenances as indicated and
SECTION 09 90 00 Page 6 existing coated surfaces made bare by cleaning operations. Where a space or surface is indicated to be painted, include the following items, unless indicated otherwise.
a. Exposed columns, girders, beams, joists, and metal deck; and
b. Other contiguous surfaces.
1.1.2 Painting Excluded
Do not paint the following unless indicated otherwise.
a. Surfaces concealed and made inaccessible by panelboards, fixed ductwork, machinery, and equipment fixed in place.
b. Surfaces in concealed spaces. Concealed spaces are defined as enclosed spaces above suspended ceilings, furred spaces, attic spaces, crawl spaces, elevator shafts and chases.
c. Steel to be embedded in concrete.
d. Copper, stainless steel, aluminum, anodized aluminum, brass, and lead except existing coated surfaces.
e. Hardware, fittings, and other factory finished items.
[ f. Do not paint surfaces in the following areas: [_____].
] 1.1.3 Mechanical and Electrical Painting
NOTE: Choose bracketed items in paragraph below according to scope of project.
Includes field coating of [interior][ and ][exterior] new[ and existing] surfaces.
a. Where a space or surface is indicated to be painted, include the following items unless indicated otherwise.
(1) Exposed piping, conduit, and ductwork;
(2) Supports, hangers, air grilles, and registers;
(3) Miscellaneous metalwork and insulation coverings.
[ b. Do not paint the following, unless indicated otherwise:
[ (1) New zinc-coated, aluminum, and copper surfaces under insulation
][ (2) New aluminum jacket on piping
][ (3) New interior ferrous piping under insulation.
]][ 1.1.3.1 Fire Extinguishing Sprinkler Systems
Clean, pretreat, prime, and paint new fire extinguishing sprinkler systems including valves, piping, conduit, hangers, supports, miscellaneous
SECTION 09 90 00 Page 7 metalwork, and accessories. Apply coatings to clean, dry surfaces, using clean brushes.
] [ 1.1.4 Exterior Painting of Site Work Items
NOTE: The following paragraph is tailored for inclusion in projects with exterior painting.
Insert list of Site Work Items to be painted in table below, such as hand rails, fire extinguishing systems, doors.
Field coat the following items:
New Surfaces Existing Surfaces a.
b.
c.
] 1.1.5 Miscellaneous Painting
1.1.5.1 Lettering [Building ][Room Number(s)]
Provide lettering [as scheduled on the drawings][block][Gothic] type, [black enamel][water-type decalcomania, finished with a protective coating of spar varnish]. Samples must be approved before application.
[ 1.1.5.2 Obstructions To Aviation
NOTE: Specify by name structures such as smokestacks, poles, and buildings which have been identified as obstruction to aviation. Verify that the structures so identified are not specified to be painted in the sections specifying the structures so that painting will not be specified twice.
Coordinate with FAA for alternate colors and patterns.
Paint the following obstructions to aviation in the pattern and color prescribed by FAA AC 70/7460-1 : [smokestacks][poles][buildings][_____]
] 1.2 REFERENCES
NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.
SECTION 09 90 00 Page 8
Use the Reference Wizard's Check Reference feature when you add a Reference Identifier (RID) outside of the Section's Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizard's Check Reference feature to update the issue dates.
References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.
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.
AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH)
ACGIH 0100 (2017; Suppl 2020) Documentation of the Threshold Limit Values and Biological Exposure Indices
AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)
ASME A13.1 (2023) Scheme for the Identification of Piping Systems
ASTM INTERNATIONAL (ASTM)
ASTM C920 (2018; R 2024) Standard Specification for Elastomeric Joint Sealants
ASTM D235 (2022) Standard Specification for Mineral Spirits (Petroleum Spirits) (Hydrocarbon Dry Cleaning Solvent)
ASTM D523 (2014; R 2018) Standard Test Method for Specular Gloss
ASTM D2824/D2824M (2018) Standard Specification for Aluminum-Pigmented Asphalt Roof Coatings, Non-Fibered, and Fibered without Asbestos
ASTM D4214 (2007; R 2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films
ASTM D4263 (1983; R 2018) Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method
ASTM D4444 (2013; R 2018) Standard Test Method for Laboratory Standardization and Calibration of Hand-Held Moisture Meters
ASTM D6386 (2022) Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces
SECTION 09 90 00 Page 9 for Painting
ASTM F1869 (2023) Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride
CENTERS FOR DISEASE CONTROL AND PREVENTION (CDC)
Intelligence Bulletin 65 (2013) Occupational Exposure to Carbon Nanotubes and Nanofibers
MASTER PAINTERS INSTITUTE (MPI)
MPI 1 (2012) Aluminum Paint
MPI 2 (2012) Aluminum Heat Resistant Enamel (up to 427 C and 800 F
MPI 3 (2016) Primer, Alkali Resistant, Water Based
MPI 4 (2016) Interior/Exterior Latex Block Filler
MPI 5 (2015) Primer, Exterior Alkyd Wood
MPI 6 (2015) Primer, Exterior Latex Wood
MPI 8 (2016) Alkyd, Exterior Flat (MPI Gloss Level I)
MPI 9 (2016) Alkyd, Exterior Gloss (MPI Gloss Level 6)
MPI 10 (2016) Latex, Exterior Flat (MPI Gloss Level 1)
MPI 11 (2016) Latex, Exterior Semi-Gloss, MPI Gloss Level 5
MPI 13 (2016) Stain, Exterior Solvent-Based, Semi-Transparent
MPI 16 (2016) Stain, Exterior, Water Based, Solid Hide
MPI 17 (2016) Primer, Bonding, Water Based
MPI 19 (2012) Primer, Zinc Rich, Inorganic
MPI 21 (2012) Heat Resistant Coating, (Up to 205°C/402°F), MPI Gloss Level 6
MPI 22 (2012) Aluminum Paint, High Heat (up to 590° C/1100° F)
MPI 23 (2015) Primer, Metal, Surface Tolerant
MPI 27 (2016) Floor Enamel, Alkyd, Gloss (MPI Gloss Level 6)
SECTION 09 90 00 Page 10
MPI 31 (2012) Varnish, Polyurethane, Moisture Cured, Gloss (MPI Gloss Level 6)
MPI 38 (2016) Elastomeric Coating, Exterior, Water Based, Non-Flat
MPI 39 (2018) Primer, Latex, for Interior Wood
MPI 42 (2012) Textured Coating, Latex, Flat
MPI 44 (2016) Latex, Interior, (MPI Gloss Level 2)
MPI 45 (2016) Primer Sealer, Interior Alkyd
MPI 46 (2016) Undercoat, Enamel, Interior
MPI 47 (2016) Alkyd, Interior, Semi-Gloss (MPI Gloss Level 5)
MPI 48 (2016) Alkyd, Interior, Gloss (MPI Gloss Level 6-7)
MPI 49 (2015) Alkyd, Interior, Flat (MPI Gloss Level 1)
MPI 50 (2015) Primer Sealer, Latex, Interior
MPI 51 (2016) Alkyd, Interior, (MPI Gloss Level 3)2
MPI 52 (2016) Latex, Interior, (MPI Gloss Level 3)
MPI 54 (2016) Latex, Interior, Semi-Gloss (MPI Gloss Level 5)
MPI 56 (2012) Varnish, Interior, Polyurethane, Oil Modified, Gloss
MPI 57 (2012) Varnish, Interior, Polyurethane, Oil Modified, Satin
MPI 59 (2016) Floor Paint, Alkyd, Low Gloss
MPI 60 (2016) Floor Paint, Latex, Low Gloss
MPI 68 (2016) Floor Paint, Latex, Gloss
MPI 71 (2012) Varnish, Polyurethane, Moisture Cured, Flat (MPI Gloss Level 1)
MPI 72 (2016) Polyurethane, Two-Component, Pigmented, Gloss (MPI Gloss Level 6-7)
MPI 76 (2016) Primer, Alkyd, Quick Dry, for Metal
MPI 77 (2015) Epoxy, Gloss
MPI 79 (2016) Primer, Alkyd, Anti-Corrosive for
SECTION 09 90 00 Page 11
Metal
MPI 90 (2012) Stain, Semi-Transparent, for Interior Wood
MPI 94 (2016) Alkyd, Exterior, Semi-Gloss (MPI Gloss Level 5)
MPI 95 (2015) Primer, Quick Dry, for Aluminum
MPI 101 (2016) Primer, Epoxy, Anti-Corrosive, for Metal
MPI 107 (2016) Primer, Rust-Inhibitive, Water Based
MPI 108 (2015) Epoxy, High Build, Low Gloss
MPI 113 (2018) Elastomeric, Pigmented, Exterior, Water Based, Flat
MPI 116 (2012) Block Filler, Epoxy
MPI 119 (2016) Latex, Exterior, Gloss (MPI Gloss Level 6)
MPI 120 (2020) Epoxy, High Build, Self Priming, Low Gloss
MPI 134 (2015) Primer, Galvanized, Water Based
MPI 138 (2016) Latex, Interior, High Performance Architectural, (MPI Gloss Level 2)
MPI 139 (2016) Latex, Interior, High Performance Architectural, (MPI Gloss Level 3)
MPI 140 (2016) Latex, Interior, High Performance Architectural, (MPI Gloss Level 4)
MPI 141 (2016) Latex, Interior, High Performance Architectural, Semi-Gloss (MPI Gloss Level 5)
MPI 144 (2016) Latex, Interior, Institutional Low Odor/VOC, (MPI Gloss Level 2)
MPI 145 (2016) Latex, Interior, Institutional Low Odor/VOC, ( MPI Gloss Level 3)
MPI 146 (2016) Latex, Interior, Institutional Low Odor/VOC, (MPI Gloss Level 4)
MPI 147 (May 2016) Latex, Interior, Institutional Low Odor/VOC, Semi-Gloss (MPI Gloss Level 5)
MPI 149 (2016) Primer Sealer, Interior, Institutional Low Odor/VOC
SECTION 09 90 00 Page 12
MPI 151 (2016) Light Industrial Coating, Interior, Water Based (MPI Gloss Level 3)
MPI 153 (2016) Light Industrial Coating, Interior, Water Based, Semi-Gloss (MPI Gloss Level 5)
MPI 154 (2016) Light Industrial Coating, Interior, Water Based, Gloss (MPI Gloss Level 6)
MPI 161 (2016) Light Industrial Coating, Exterior, Water Based ( MPI Gloss Level 3)
MPI 163 (2016) Light Industrial Coating, Exterior, Water Based, Semi-Gloss (MPI Gloss Level 5)
MPI 164 (2016) Light Industrial Coating, Exterior, Water Based, Gloss (MPI Gloss Level 6)
MPI 177 (2020) Epoxy, Semi-Gloss (MPI Gloss Level 5)
MPI 214 (2016) Latex, Exterior (MPI Gloss Level 2)
MPI ASM (2019) Architectural Painting Specification Manual
MPI GPS-1-14 (2014) Green Performance Standard GPS-1-14
MPI GPS-2-14 (2014) Green Performance Standard GPS-2-14
MPI MRM (2015) Maintenance Repainting Manual
SOCIETY FOR PROTECTIVE COATINGS (SSPC)
SSPC 7/NACE No.4 (2007) Brush-Off Blast Cleaning
SSPC Glossary (2011) SSPC Protective Coatings Glossary
SSPC Guide 6 (2021) Guide for Containing Surface Preparation Debris Generated During Paint Removal Operations
SSPC Guide 7 (2015) Guide to the Disposal of Lead-Contaminated Surface Preparation Debris
SSPC PA 1 (2024) Shop, Field, and Maintenance Coating of Metals
SSPC QP 1 (2019) Standard Procedure for Evaluating the Qualifications of Industrial/Marine Painting Contractors (Field Application to Complex Industrial Steel Structures and Other Metal Components)
SSPC SP 1 (2015) Solvent Cleaning
SSPC SP 2 (2024) Hand Tool Cleaning
SECTION 09 90 00 Page 13
SSPC SP 3 (2024) Power Tool Cleaning
SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning
SSPC SP 10/NACE No. 2 (2015) Near-White Blast Cleaning
SSPC VIS 1 (2002; E 2004) Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning
SSPC VIS 3 (2004) Guide and Reference Photographs for Steel Surfaces Prepared by Hand and Power Tool Cleaning
SSPC VIS 4/NACE VIS 7 (1998; E 2000; E 2004) Guide and Reference Photographs for Steel Surfaces Prepared by Waterjetting
SSPC-SP WJ-1/NACE WJ-1 (2012) Clean to Bare Substrate, Waterjet Cleaning of Metals
SSPC-SP WJ-2/NACE WJ-2 (2012) Very Thorough Cleaning, Waterjet Cleaning of Metals
SSPC-SP WJ-3/NACE WJ-3 (2012) Thorough Cleaning, Waterjet Cleaning of Metals
SSPC-SP WJ-4/NACE WJ-4 (2012) Light Cleaning, Waterjet Cleaning of Metals
SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)
SAE AMS-STD-595A (2017) Colors used in Government Procurement
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements
U.S. DEPARTMENT OF DEFENSE (DOD)
MIL-PRF-680 (2010; Rev C; Notice 1 2015) Degreasing Solvent
MIL-STD-101 (2014; Rev C) Color Code for Pipelines and for Compressed Gas Cylinders
U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)
EPA Method 24 (2000) Determination of Volatile Matter Content, Water Content, Density, Volume Solids, and Weight Solids of Surface Coatings
U.S. FEDERAL AVIATION ADMINISTRATION (FAA)
FAA AC 70/7460-1 (2016; Rev L; Change 2) Obstruction Marking and Lighting
SECTION 09 90 00 Page 14
U.S. GENERAL SERVICES ADMINISTRATION (GSA)
FED-STD-313 (2018) Material Safety Data, Transportation Data and Disposal Data for Hazardous Materials Furnished to Government Activities
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910.1000 Air Contaminants
29 CFR 1910.1001 Asbestos
29 CFR 1910.1025 Lead
29 CFR 1926.62 Lead
1.3 DEFINITIONS
1.3.1 Qualification Testing
Qualification testing is the performance of all test requirements listed in the product specification. This testing is accomplished by MPI to qualify each product for the MPI Approved Product List, and may also be accomplished by Contractor's third-party testing lab if an alternative to Batch Quality Conformance Testing by MPI is desired.
1.3.2 Batch Quality Conformance Testing
Batch quality conformance testing determines that the product provided is the same as the product qualified to the appropriate product specification. This testing must be accomplished by an MPI testing lab.
1.3.3 Coating
SSPC Glossary ; (1) A liquid, liquefiable, or mastic composition that is converted to a solid protective, decorative, or functional adherent film after application as a thin layer; (2) Generic term for paint, lacquer, enamel.
1.3.4 DFT or dft
Dry film thickness, the film thickness of the fully cured, dry paint or coating.
1.3.5 DSD
Degree of Surface Degradation, the MPI system of defining degree of surface degradation. Five levels are generically defined under the Assessment sections in the MPI MRM, MPI Maintenance Repainting Manual.
1.3.6 EXT
NOTE: The following paragraph is tailored for inclusion in projects with exterior painting.
SECTION 09 90 00 Page 15
MPI short term designation for an exterior coating system.
1.3.7 INT
NOTE: The following paragraph is tailored for inclusion in projects with interior painting.
MPI short term designation for an interior coating system.
1.3.8 Loose Paint
Paint or coating that can be removed with a dull putty knife.
1.3.9 micron / microns
The metric measurement for 0.001 mm or one one-thousandth of a millimeter.
1.3.10 mil / mils
The English measurement for 0.001 in or one one-thousandth of an inch.
1.3.11 mm
The metric measurement for millimeter, 0.001 meter or one one-thousandth of a meter.
1.3.12 MPI Gloss Levels
MPI system of defining gloss. Seven gloss levels (G1 to G7) are generically defined under the Evaluation sections of the MPI Manuals.
Traditionally, Flat refers to G1/G2, Eggshell refers to G3, Semigloss refers to G5, and Gloss refers to G6.
Gloss levels are defined by MPI as follows:
Gloss Level Description Units at 60 degree angle
Units at 80 degree angle
G1 Matte or Flat 0 to 5 10 max
G2 Velvet 0 to 10 10 to 35
G3 Eggshell 10 to 25 10 to 35
G4 Satin 20 to 35 35 min
G5 Semi-Gloss 35 to 70
G6 Gloss 70 to 85
G7 High Gloss
Gloss is tested in accordance with ASTM D523. Historically, the Government has used Flat (G1 / G2), Eggshell (G3), Semi-Gloss (G5), and Gloss (G6).
SECTION 09 90 00 Page 16
1.3.13 MPI System Number
The MPI coating system number in each MPI Division found in either the MPI Architectural Painting Specification Manual or the Maintenance Repainting Manual and defined as an exterior (EXT/REX) or interior system (INT/RIN).
1.3.14 Paint
SSPC Glossary ; (1) Any pigmented liquid, liquefiable, or mastic composition designed for application to a substrate in a thin layer that is converted to an opaque solid film after application. Used for protection, decoration, identification, or to serve some other functional purposes; (2) Application of a coating material.
1.3.15 REX
NOTE: The following paragraph is tailored for inclusion in projects with exterior painting.
MPI short term designation for an exterior coating system used in repainting projects or over existing coating systems.
1.3.16 RIN
NOTE: The following paragraph is tailored for inclusion in projects with interior painting.
MPI short term designation for an interior coating system used in repainting projects or over existing coating systems.
1.4 SCHEDULING
NOTE: This Article is tailored for inclusion in NAVY projects only.
Materials that adsorb VOCs include carpets, textiles, unprimed gypsum wallboard, and acoustical ceiling panels. Add any of these materials that are included in the project and other adsorbing materials into the empty bracket.
Allow paint, polyurethane, varnish, and wood stain installations to cure prior to the installation of materials that adsorb VOCs, including[ carpets,][ textiles,][ unprimed gypsum wallboard,][ acoustical ceiling panels,][_____].
1.5 SUBMITTALS
NOTE: Review Submittal Description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list, and corresponding submittal items in the text, to reflect only the submittals
SECTION 09 90 00 Page 17 required for the project. The Guide Specification technical editors have classified those items that require Government approval, due to their complexity or criticality, with a "G." Generally, other submittal items can be reviewed by the Contractor's Quality Control System. Only add a "G" to an item if the submittal is sufficiently important or complex in context of the project.
For Army projects, fill in the empty brackets following the "G" classification, with a code of up to three characters to indicate the approving authority. Codes for Army projects using the Resident Management System (RMS) are: "AE" for Architect-Engineer; "DO" for District Office (Engineering Division or other organization in the District Office); "AO" for Area Office; "RO" for Resident Office; and "PO" for Project Office. Codes following the "G" typically are not used for Navy and Air Force projects.
The "S" classification indicates submittals required as proof of compliance for sustainability Guiding Principles Validation or Third Party Certification and as described in Section 01 33 00 SUBMITTAL
PROCEDURES.
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. 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:
Samples of specified materials may be taken and tested for compliance with specification requirements.
SD-02 Shop Drawings
Piping Identification
SD-03 Product Data
Coating ; G, [_____]
Product Data Sheets
Sealant
SD-04 Samples
Color ; G, [_____]
Textured Wall Coating System ; G, [_____]
[ Sample Textured Wall Coating System Mock-Up ; G, [_____]
SECTION 09 90 00 Page 18
] SD-07 Certificates
Qualification Testing laboratory for coatings; G, [_____]
Indoor Air Quality for Paints and Primers
[ Indoor Air Quality for Consolidated Latex Paints
] SD-08 Manufacturer's Instructions
Application Instructions
Mixing
Manufacturer's Safety Data Sheets
SD-10 Operation and Maintenance Data
Coatings , Data Package 1; G, [_____]
1.6 QUALITY ASSURANCE
1.6.1 Regulatory Requirements
1.6.1.1 Environmental Protection
In addition to requirements specified elsewhere for environmental protection, provide coating materials that conform to the restrictions of the local Air Pollution Control District and regional jurisdiction.
Notify Contracting Officer of any paint specified herein which fails to conform.
1.6.1.2 Lead Content
Do not use coatings having a lead content over 0.06 percent by weight of nonvolatile content.
1.6.1.3 Chromate Content
Do not use coatings containing zinc-chromate or strontium-chromate.
1.6.1.4 Asbestos Content
Provide asbestos-free materials.
1.6.1.5 Mercury Content
Provide materials free of mercury or mercury compounds.
1.6.1.6 Silica
Provide abrasive blast media containing no free crystalline silica.
1.6.1.7 Human Carcinogens
Provide materials that do not contain ACGIH 0100 confirmed human carcinogens (A1) or suspected human carcinogens (A2).
SECTION 09 90 00 Page 19
1.6.1.8 Carbon Based Fibers / Tubes
Materials must not contain carbon based fibers such as carbon nanotubes or carbon nanofibers. Intelligence Bulletin 65 ranks toxicity of carbon nanotubes on a par with asbestos.
NOTE: Select only one of the following two bracketed paragraphs.
[ 1.6.2 Coating Contractor's Qualification
NOTE: When using the Contractor qualification clause rather than the SSPC Certification requirements, edit to require appropriate experience.
NOTE: Insert structure type comparable to those being painted in brackets.
Submit the name, address, telephone number, and e-mail address of the Contractor that will be performing all surface preparation and coating application. Submit evidence that key personnel have successfully performed surface preparation and application of coatings on [_____] on a minimum of three similar projects within the past three years. List information by individual and include the following:
a. Name of individual and proposed position for this work.
b. Information about each previous assignment including:
Position or responsibility
Employer (if other than the Contractor)
Name of facility owner
Mailing address and telephone number of facility owner
Name of individual in facility owner's organization who can be contacted as a reference
Location, size and description of structure
Dates work was carried out
Description of work carried out on structure
][ 1.6.3 SSPC QP 1 Certification
NOTE: For projects in continental U.S., Hawaii, Alaska, and Puerto Rico, require SSPC Certification. Use in other locations where qualified U.S. Contractor is desired. If project
SECTION 09 90 00 Page 20 involves removal of paint containing hazardous materials, add requirement for SSPC QP 2 certification in section of specification where the hazardous paint removal is specified, generally Section 02 83 00 LEAD REMEDIATION.
NOTE: **WARNING**WARNING**WARNING**WARNING**
Solicitations requiring SSPC Certification must point out the existence and location of the certification requirement, in the Project Information Form. To be enforceable, include the requirement in the solicitation documents. SSPC Certification is a special responsibility requirement pursuant to FAR 9.104-2 Special Standards. This is analogous to requiring bidders to have a specified level of experience or expertise and GAO has sustained these types of special requirements.
NOTE: Use bracket option below concerning SSPC QP 1 only when industrial coatings are required.
Painting qualifications for projects such as BEQ's, training facilities and general administration buildings do not require QP 1 certification.
Contractors that perform surface preparation or coating application on steel substrates must be certified by the Society for Protective Coatings (formerly Steel Structures Painting Council) (SSPC) to the requirements of SSPC QP 1 prior to Contract award, and must remain certified while accomplishing any surface preparation or coating application. If a Contractor's certification expires, the firm will not be allowed to perform any work until the certification is reissued. Requests for extension of time for any delay to the completion of the project due to an inactive certification will not be considered. Notify the Contracting Officer of any change in Contractor certification status. Notify the Contracting Officer of all scheduled and unannounced on-site audits from SSPC and furnish a copy of all audit reports.
] 1.6.4 Approved Products List
The current MPI, "Approved Product List" which lists paint by brand, label, product name and product code as of the date of Contract award, will be used to determine compliance with the submittal requirements of this specification. The Contractor may choose to use a subsequent MPI "Approved Product List", however, only one list may be used for the entire Contract and each coating system is to be from a single manufacturer.
Provide all coats on a particular substrate from a single manufacturer.
No variation from the MPI Approved Products List is acceptable.
1.6.5 Paints and Coatings Indoor Air Quality Certifications
NOTE: The Governments's preference is for use of products that have been certified for indoor air
SECTION 09 90 00 Page 21 quality by a third-party organization such as MPI's MPI GPS-1-14 and MPI GPS-2-14 Green Performance Standards. Research has shown that all paints except consolidated latex paints are available among three national manufacturers. Verify there is a certified product available when specifying consolidated latex paint that is both cost effective and appropriate for the project. Confirm local/regional availability of certified products when specifying consolidated latex paint that does not impact cost effectiveness.
Provide paint and coating products certified to meet indoor air quality requirements by MPI GPS-1-14 , MPI GPS-2-14 or provide certification by other third-party programs. Provide current product certification documentation from certification body.
Provide certification of Indoor Air Quality for Paints and Primers .
[Provide certification of Indoor Air Quality for Consolidated Latex Paints .
]Submit required indoor air quality certifications in one submittal package.
1.6.6 Field Samples and Tests
The Contracting Officer may choose up to two coatings that have been delivered to the site to be tested at no cost to the Government. Take samples of each chosen product as specified in the paragraph SAMPLING PROCEDURE. Test each chosen product as specified in the paragraph TESTING PROCEDURE. Remove products from the job site which do not conform, and replace with new products that conform to the referenced specification.
Test replacement products that failed initial testing as specified in the paragraph TESTING PROCEDURE at no cost to the Government.
NOTE: The following paragraph is tailored for inclusion in ARMY projects only.
Only require the testing for large quantities of epoxy/polyurethane coatings or a single coating system that is used in large quantities on the project. A large quantity of epoxy/polyurethane coatings is considered to be 189 Liters 50 gallons or more, a large quantity of other coating systems is considered to be 757 Liters 200 gallons or more.
List all coatings for testing by MPI or SSPC paint number in the following paragraph.
[ Another required testing is Batch Quality Conformance Testing to prove conformance of the manufacturer's paint to the specified MPI standard.
This testing is accomplished before the materials are delivered to the job site. Provide testing for [_____] paint products. Test paint products as specified in the paragraph TESTING PROCEDURE.
1.6.6.1 Sampling Procedure
Select paint at random from the products that have been delivered to the job site for sample testing. The Contractor must provide one liter one
SECTION 09 90 00 Page 22 quart samples of the selected paint materials. Take samples in the presence of the Contracting Officer, and label, and identify each sample.
Provide labels in accordance with the paragraph PACKAGING, LABELING, AND
STORAGE.
1.6.6.2 Testing Procedure
Provide Batch Quality Conformance Testing for specified products, as defined by and performed by MPI. As an alternative to Batch Quality Conformance Testing, the Contractor may provide Qualification Testing for specified products above to the appropriate MPI product specification, using the third-party laboratory approved under the paragraph QUALIFICATION TESTING laboratory for coatings. Include the backup data and summary of the test results within the qualification testing lab report. Provide a summary listing of all the reference specification requirements and the result of each test. Clearly indicate in the summary whether the tested paint meets each test requirement. Note that Qualification Testing may take 4 to 6 weeks to perform, due to the extent of testing required.
Submit name, address, telephone number, FAX number, and e-mail address of the independent third party laboratory selected to perform testing of coating samples for compliance with specification requirements. Submit documentation that laboratory is regularly engaged in testing of paint samples for conformance with specifications, and that employees performing testing are qualified. If MPI is chosen to perform the Batch Quality Conformance testing, the above submittal information is not required, only a letter is required from the Contractor stating that MPI will perform the testing.
1.6.7 Textured Wall Coating System
Three complete samples of each indicated type, pattern, and color of textured wall coating system applied to a panel of the same material as that on which the coating system will be applied in the work. Provide samples of wall coating systems minimum 125 by 175 mm 5 by 7 inches and of sufficient size to show pattern repeat and texture.
[ 1.6.8 Sample Textured Wall Coating System Mock-Up
NOTE: Include the following Mock-Up section when a textured wall coating system is included in the project.
After coating samples are approved and prior to starting installation, provide a minimum 2.43 m by 2.43 m 8 foot by 8 foot mock-up for each substrate and for each color and type of textured wall coating using the actual substrate materials. Use the approved mock-up samples as a standard of workmanship for installation within the facility. Submit at least 48 hour advance written notice to the Contracting Officer's Representative prior to mock-up installation.
] 1.7 PACKAGING, LABELING, AND STORAGE
NOTE: The following paragraph includes tailoring for inclusion in Navy projects. Include the last
SECTION 09 90 00 Page 23 two sentences for Navy projects only.
Materials with a high capacity to absorb VOC emissions include materials which are woven, fibrous or porous in nature, such as acoustical ceilings, carpet, and textiles. Include such materials being installed in brackets.
Provide paints in sealed containers that legibly show the Contract specification number, designation name, formula or specification number, batch number, color, quantity, date of manufacture, manufacturer's formulation number, manufacturer's directions including any warnings and special precautions, and name and address of manufacturer. Furnish pigmented paints in containers not larger than 20 liters 5 gallons . Store paints and thinners in accordance with the manufacturer's written directions, and as a minimum, stored off the ground, under cover, with sufficient ventilation to prevent the buildup of flammable vapors, and at temperatures between 4 to 35 degrees C 40 to 95 degrees F . Do not store paint, polyurethane, varnish, or wood stain products with materials that have a high capacity to absorb VOC emissions[, including [_____]]. Do not store paint, polyurethane, varnish, or wood stain products in occupied spaces.
1.8 SAFETY AND HEALTH
Comply with applicable Federal, State, and local laws and regulations, and with the ACCIDENT PREVENTION PLAN, including the Activity Hazard Analysis as specified in Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and in Appendix A of EM 385-1-1 . Include in the Activity Hazard Analysis the potential impact of painting operations on painting personnel and on others involved in and adjacent to the work zone.
1.8.1 Toxic Materials
To protect personnel from overexposure to toxic materials, conform to the most stringent guidance of:
a. The applicable manufacturer's Safety Data Sheets (SDS) or local regulation.
b. 29 CFR 1910.1000 .
c. ACGIH 0100 , threshold limit values.
NOTE: Delete following paragraph if no lead is contained in existing coating systems.
[ d. The appropriate OSHA standard in 29 CFR 1910.1025 and 29 CFR 1926.62 for surface preparation on painted surfaces containing lead. Removal and disposal of coatings which contain lead is specified in Section 02 83 00 LEAD REMEDIATION. Additional guidance is given in SSPC Guide 6 and SSPC Guide 7 . Refer to drawings for list of hazardous materials located on this project. Coordinate paint preparation activities with this specification section.
SECTION 09 90 00 Page 24
NOTE: Delete following paragraph if no asbestos is contained in existing coating systems.
[ e. The appropriate OSHA standards in 29 CFR 1910.1001 for surface preparation of painted surfaces containing asbestos. Removal and disposal of coatings which contain asbestos materials is specified in Section 02 82 00 ASBESTOS REMEDIATION. Refer to drawings for list of hazardous materials located on this project. Coordinate paint preparation activities with this specification section.
] Submit manufacturer's Safety Data Sheets for coatings, solvents, and other potentially hazardous materials, as defined in FED-STD-313 .
1.9 ENVIRONMENTAL REQUIREMENTS
NOTE: Choose bracketed option in the following paragraph if high emission paints or coatings, such as epoxies or alkyds, will be used.
Comply, at minimum, with manufacturer recommendations for space ventilation during and after installation.[ Isolate area of application from rest of building when applying high-emission paints or coatings.]
1.9.1 Coatings
Do not apply coating when air or substrate conditions are:
a. Less than 3 degrees C 5 degrees F above dew point;
b. Below 10 degrees C 50 degrees F or over 35 degrees C 95 degrees F , unless specifically pre-approved by the Contracting Officer and the product manufacturer. Do not, under any circumstances, violate the manufacturer's application recommendations.
1.9.2 Post-Application
NOTE: The following paragraphs are tailored for inclusion in NAVY projects only.
Choose the most appropriate option(s) for ventilation. For instance, high-humidity regions may generate too much condensate when using 100 percent outside air.
Vacate space for as long as possible after application. Wait a minimum of 48 hours before occupying freshly painted rooms. Maintain one of the following ventilation conditions during the curing period, or for 72 hours after application:
a. Supply 100 percent outside air 24 hours a day.
b. Supply airflow at a rate of 6 air changes per hour, when outside temperatures are between 13 degrees C 55 degrees F and 29 degrees C 85 degrees F and humidity is between 30 percent and 60 percent.
SECTION 09 90 00 Page 25
c. Supply airflow at a rate of 1.5 air changes per hour, when outside air conditions are not within the range stipulated above.
PART 2 PRODUCTS
2.1 MATERIALS
NOTE: Reprocessed and consolidated latex paints are EPA designated products. Verify the availability of certified products within the region when specifying consolidated latex paint.
Conform to the coating specifications and standards referenced in PART 3.
Submit Product Data Sheets for specified coatings and solvents. Provide preprinted cleaning and maintenance instructions for all coating systems.
Submit Manufacturer's Instructions on Mixing : Detailed mixing instructions, minimum and maximum application temperature and humidity, pot life, and curing and drying times between coats.
[ 2.2 COLOR CODING FOR SHORE-TO SHIP UTILITY CONNECTIONS
NOTE: Include the following bracketed paragraph and Table if the project includes painting of Shore-To-Ship Utility connections
Color Coding For Shore-To-Ship Utility Connections: Paint hose connection fittings and shut-off valves the designated color. In addition to color coding provide 50 mm 2 inch high stenciled letters using black stencil paint, clearly designating service for each connection.
Color Coding for Shore-to-Ship
Utility Connections
Service Color SAE AMS-STD-595A No.
Potable Water* Blue 15044
Water Provided for Fire Protection**
Red 11105
Chilled Water Striped Blue/White 15044 / 17886
Oily Waste Water Striped Yellow/Black 13528 / 17038
Sewer Gold 17043
Steam White 17886
High Pressure Air Gray 16081
Low Pressure Air Tan 10324
SECTION 09 90 00 Page 26
Color Coding for Shore-to-Ship
Fuels Yellow 13655
* This includes connections serving domestic functions.
** This includes non-potable salt water or, at some locations, fresh water connections provided for fire protection (may also include flushing and cooling requirements). Note: This does not include waterfront fire hydrants.
] 2.3 COLOR SELECTION OF FINISH COATS
Provide colors of finish coats as indicated or specified. Allow Contracting Officer to select colors not indicated or specified.
Manufacturers' names and color identification are used for the purpose of color identification only. Named products are acceptable for use only if they conform to specified requirements. Products of other manufacturers are acceptable if the colors are approximately the colors indicated and the product conforms to specified requirements.
NOTE: On Navy projects, do not use Section 09 06 00 SCHEDULES FOR FINISHES. Provide color selection on the Contract drawings.
Provide color, texture, and pattern of wall coating systems [as indicated][in accordance with Section 09 06 00 SCHEDULES FOR FINISHES] [_____]. Submit manufacturer's samples of paint colors. Cross reference color samples to color scheme as indicated. Submit color stencil codes.
Tint each coat progressively darker to enable confirmation of the number of coats.
PART 3 EXECUTION
NOTE: Exercise caution when deviating from paint systems listed in tables of PART 3 EXECUTION.
Verify compatibility and suitability of paint systems substituted by reviewing the Evaluation of Systems sections of the MPI Manuals.
3.1 PROTECTION OF AREAS AND SPACES NOT TO BE PAINTED
Prior to surface preparation and coating applications, remove, mask, or otherwise protect hardware, hardware accessories, machined surfaces, radiator covers, plates, lighting fixtures, public and private property, and other such items not to be coated that are in contact with surfaces to be coated. Following completion of painting, reinstall removed items by workmen skilled in the trades. Restore surfaces contaminated by coating materials, to original condition and repair damaged items.
[ 3.2 REPUTTYING AND REGLAZING
NOTE: Include this paragraph only for projects
SECTION 09 90 00 Page 27 involving painting of existing windows but not including a glazing section. Reputtying work should be covered in glazing section if such a section is used in the project specifications. This is normally used in historical preservation. Avoid using linseed oil putty at building interior.
Remove cracked, loose, and defective putty or glazing compound on glazed sash and provide new putty or glazing compound. Where defective putty or glazing compound constitutes 30 percent or more of the putty at any one light, remove the glass and putty or glazing compound and reset the glass.
Remove putty or glazing compound without damaging sash or glass. Clean rabbets to bare wood or metal and prime prior to reglazing. Provide linseed oil putty for wood sash. Patch surfaces to provide smooth transition between existing and new surfaces. Finish putty or glazing compound to a neat and true bead. Allow glazing compound time to cure, in accordance with manufacturer's recommendation, prior to coating application. Allow putty to set one week prior to coating application.
] [ 3.3 RESEALING OF EXISTING EXTERIOR JOINTS
NOTE: The following Article is tailored for inclusion in projects with exterior painting.
3.3.1 Surface Condition
NOTE: Include this paragraph only for projects involving resealing of existing exterior joints but not including a sealant Section 07 92 00 JOINT SEALANTS. Such work should be covered in sealant section if such a section is used in the project specifications.
Begin with surfaces that are clean, dry to the touch, and free from frost and moisture; remove grease, oil, wax, lacquer, paint, defective backstop, or other foreign matter that would prevent or impair adhesion. Where adequate grooves have not been provided, clean out to a depth of 13 mm 1/2 inch and grind to a minimum width of 6 mm 1/4 inch without damage to adjoining work. Grinding is not required on metal surfaces.
3.3.2 Backstops
In joints more than 13 mm 1/2 inch deep, install glass fiber roving or neoprene, butyl, polyurethane, or polyethylene foams free of oil or other staining elements as recommended by sealant manufacturer. Provide backstop material compatible with sealant. Do not use oakum and other types of absorptive materials as backstops.
3.3.3 Primer and Bond Breaker
Install the type recommended by the sealant…
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