TE-24 - UFGS 09 97 13.00 40 - Steel Coatings - 2014 (1).pdf
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- Solicitation for Protective Coatings
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Department of the Army
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This document is a Unified Facilities Guide Specification (UFGS) for Steel Coatings, specifically section 09 97 13.00 40, dated November 2014. The specification provides comprehensive technical requirements for protective coating systems applied to carbon steel surfaces, outlining detailed protocols for surface preparation, coating application, and quality control. The document describes two primary coating systems: Coating System No. 1 consists of inorganic zinc coating, while Coating System No. 2 involves a three-layer approach with inorganic zinc primer, inhibitive polyamide epoxy intermediate coat, and aliphatic polyurethane finish coat.
The specification mandates strict surface preparation techniques including abrasive blasting and mechanical cleaning, with specific requirements for compressed air quality, blast profile, and surface cleanliness. Coating application must follow precise procedures including material mixing, application methods, and dry film thickness specifications ranging from 0.060 to 0.102 millimeters. The document includes detailed requirements for safety, inspection, touch-up procedures, and sealant compound application, with provisions for NACE Certified Coating Inspectors to verify compliance. Manufacturers listed for coating systems include PPG, Carboline Company, ICI-DEVOE, DuPont Company, and Porter Paint Company, with specific product lines specified for each coating layer.
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USACE / NAVFAC / AFCEC / NASA UFGS- 09 97 13. 00 40 ( November 2014) Pr epar i ng Act i v i t y: NASA Super sedi ng UFGS- 09 97 13. 00 40 ( Jul y 2007)
UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS
Ref er ences ar e i n agr eement wi t h UMRL dat ed Jul y 2019
SECTION TABLE OF CONTENTS
DIVISION 09 - FINISHES
SECTION 09 97 13.00 40
STEEL COATINGS
11/14
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 QUALITY CONTROL
1.4 DELIVERY, STORAGE, AND HANDLING
1.5 WARRANTY
PART 2 PRODUCTS
2.1 MATERIALS
2.1.1 Abrasive Blasting Material
2.1.2 Sealant Compound
2.1.3 Protective Coatings
2.1.3.1 Coating Systems
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 Coating Hazards
3.1.2 Surface Preparation
3.1.3 Abrasive Blasting (AB)
3.1.4 Mechanical Cleaning (MC)
3.2 APPLICATION
3.2.1 General Requirements
3.2.2 Mixing and Application Procedures
3.2.3 Dry-Film Thickness (DFT)
3.2.4 Touch-Up
3.2.5 Sealant Compound Application
3.3 FIELD QUALITY CONTROL
3.3.1 Inspection
3.3.2 Inspection Forms
3.4 SCHEDULES
3.4.1 Coating Schedule
-- End of Section Table of Contents --
SECTION 09 97 13.00 40 Page 1
SECTION 09 97 13.00 40 Page 2
USACE / NAVFAC / AFCEC / NASA UFGS- 09 97 13. 00 40 ( November 2014) Pr epar i ng Act i v i t y: NASA Super sedi ng UFGS- 09 97 13. 00 40 ( Jul y 2007)
UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS
Ref er ences ar e i n agr eement wi t h UMRL dat ed Jul y 2019
SECTION 09 97 13.00 40
STEEL COATINGS
11/14
NOTE: Thi s gui de speci f i cat i on cover s t he r equi r ement s f or coat i ng syst ems, mat er i al s, sur f ace pr epar at i on, and appl i cat i on of pr ot ect i ve coat i ngs on car bon st eel .
Adher e t o UFC 1-300-02 Uni f i ed Faci l i t i es Gui de Speci f i cat i ons ( UFGS) For mat St andar d when edi t i ng t hi s gui de speci f i cat i on or pr epar i ng new pr oj ect speci f i cat i on sect i ons. Edi t t hi s gui de speci f i cat i on f or pr oj ect speci f i c r equi r ement s by addi ng, del et i ng, or r evi s i ng t ext . For br acket ed i t ems, choose appl i cabl e i t em( s) or i nser t appr opr i at e i nf or mat i on.
Remove i nf or mat i on and r equi r ement s not r equi r ed i n r espect i ve pr oj ect , whet her or not br acket s ar e present.
Comment s, suggest i ons and r ecommended changes f or t hi s gui de speci f i cat i on ar e wel come and shoul d be submi t t ed as a Criteria Change Request (CCR) .
PART 1 GENERAL
1.1 REFERENCES
NOTE: Thi s par agr aph i s used t o l i s t t he publ i cat i ons c i t ed i n t he t ext of t he gui de speci f i cat i on. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by basi c desi gnat i on onl y and l i s t ed i n t hi s par agr aph by or gani zat i on, desi gnat i on, dat e, and t i t l e.
Use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e when you add a Ref er ence I dent i f i er ( RI D) out si de of t he Sect i on' s Ref er ence Ar t i c l e t o aut omat i cal l y pl ace t he r ef er ence i n t he Ref er ence Ar t i c l e. Al so use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e t o updat e t he i ssue dat es.
SECTION 09 97 13.00 40 Page 3
Ref er ences not used i n t he t ext wi l l aut omat i cal l y be del et ed f r om t hi s sect i on of t he pr oj ect speci f i cat i on when you choose t o r econci l e r ef er ences i n t he publ i sh pr i nt pr ocess.
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
SOCIETY FOR PROTECTIVE COATINGS (SSPC)
SSPC AB 1 (2015; E 2017) Mineral and Slag Abrasives
SSPC Painting Manual (2002) Good Painting Practice, Steel Structures Painting Manual, Volume 1
SSPC SP 1 (2015) Solvent Cleaning
SSPC SP 3 (1982; E 2004) Power Tool Cleaning
SSPC SP 10/NACE No. 2 (2007) Near-White Blast Cleaning
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910.134 Respiratory Protection
29 CFR 1910.1000 Air Contaminants
1.2 SUBMITTALS
NOTE: Revi ew Submi t t al Descr i pt i on ( SD) def i ni t i ons i n Sect i on 01 33 00 SUBMI TTAL PROCEDURES and edi t t he f ol l owi ng l i s t t o r ef l ect onl y t he submi t t al s r equi r ed f or t he pr oj ect .
The Gui de Speci f i cat i on t echni cal edi t or s have desi gnat ed t hose i t ems t hat r equi r e Gover nment appr oval , due t o t hei r compl exi t y or cr i t i cal i t y, wi t h a " G. " Gener al l y, ot her submi t t al i t ems can be r evi ewed by t he Cont r act or ' s Qual i t y Cont r ol Syst em. Onl y add a “ G” t o an i t em, i f t he submi t t al i s suf f i c i ent l y i mpor t ant or compl ex i n cont ext of t he pr oj ect .
For submi t t al s r equi r i ng Gover nment appr oval on Ar my pr oj ect s, a code of up t o t hr ee char act er s wi t hi n t he submi t t al t ags may be used f ol l owi ng t he " G" desi gnat i on t o i ndi cat e t he appr ovi ng aut hor i t y.
Codes f or Ar my pr oj ect s usi ng t he Resi dent Management Syst em ( RMS) ar e: " AE" f or Ar chi t ect - Engi neer ; " DO" f or Di st r i ct Of f i ce
SECTION 09 97 13.00 40 Page 4
( Engi neer i ng Di v i s i on or ot her or gani zat i on i n t he Di st r i ct Of f i ce) ; " AO" f or Ar ea Of f i ce; " RO" f or Resi dent Of f i ce; and " PO" f or Pr oj ect Of f i ce. Codes f ol l owi ng t he " G" t ypi cal l y ar e not used f or Navy, Ai r For ce, and NASA pr oj ect s.
An " S" f ol l owi ng a submi t t al i t em i ndi cat es t hat t he submi t t al i s r equi r ed f or t he Sust ai nabi l i t y eNot ebook t o f ul f i l l f eder al l y mandat ed sust ai nabl e r equi r ement s i n accor dance wi t h Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG. Locat e t he " S" submi t t al under t he SD number t hat best descr i bes t he submi t t al i t em.
Choose t he f i r st br acket ed i t em f or Navy, Ai r For ce and NASA pr oj ect s, or choose t he second br acket ed i t em f or Ar my pr oj ect s.
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are [for Contractor Quality Control approval.][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-01 Preconstruction Submittals
Material, Equipment, and Fixture Lists [; G[, [____]] ]
A 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
Mix Designs [; G[, [____]] ]
Inorganic Zinc [; G[, [____]] ]
Inhibitive Polyamide Epoxy [; G[, [____]] ]
SECTION 09 97 13.00 40 Page 5
Aliphatic Polyurethane [; G[, [____]] ]
SD-06 Test Reports
Inspection Reports [; G[, [____]] ]
Test Reports [; G[, [____]] ]
SD-07 Certificates
Abrasive Blasting Material [; G[, [____]] ]
Sealant Compound [; G[, [____]] ]
Inorganic Zinc Coating [; G[, [____]] ]
Inhibitive Polyamide Epoxy [; G[, [____]] ]
Aliphatic Polyurethane [; G[, [____]] ]
SD-08 Manufacturer's Instructions
Protective Coatings [; G[, [____]] ]
SD-11 Closeout Submittals
Warranty [; G[, [____]] ]
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, shelf-life, 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.
1.5 WARRANTY
Provide a Manufactures' warranty for each coating used.
PART 2 PRODUCTS
Submit a material, equipment, and fixture lists for manufacturer's style or catalog numbers, specification and drawing reference numbers and warranty information for the protective coatings systems fabrication site.
SECTION 09 97 13.00 40 Page 6
2.1 MATERIALS
2.1.1 Abrasive Blasting Material
NOTE: When abr asi ve bl ast i ng wi t h s i l i ca sand i s per f or med, pr ot ect i ve equi pment r equi r ed by NI OSH ( Nat i onal I nst i t ut e f or Occupat i onal Saf et y and Heal t h) must be used, t o assur e saf et y.
The onl y r espi r at or sui t abl e f or use when usi ng si l i ca sand i s Type CE, pr essur e- demand, abr asi ve bl ast suppl i ed ai r r espi r at or , wi t h a pr ot ect i on f act or of 2000.
When si l i ca sand i s not used as t he bl ast i ng agent , and when a pr ot ect i on f act or of 25 ( l oose f i t hood/ hel met ) wi l l pr ovi de adequat e pr ot ect i on t hen use a Type CE, cont i nuous f l ow, abr asi ve bl ast suppl i ed ai r r espi r at or .
Ensure abrasive blasting materials conforms to SSPC Painting Manual , Chapter 2.4, and SSPC AB 1 .
2.1.2 Sealant Compound
Sealant is a self-curing, single component, polysulfide-rubber type 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
Submit mix designs for each type of protective coating including a complete list of ingredients and admixtures. Submit applicable test reports verifying that the mix has been successfully tested and meets design requirements.
2.1.3.1 Coating Systems
NOTE: Del et e t he i nappl i cabl e par agr aph i f onl y one coat i ng syst em i s used. Coat i ng Syst em No. 1 i s def i ned as accept abl e f or nor mal at mospher i c condi t i ons wi t h no t op coat r equi r ed. I f desi r ed, t op coat may be speci f i ed. Coat i ng Syst em No. 2 i s advant ageous on and ar ound aci di c envi r onment s.
The following two coating systems 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 the following listing. Ensure coatings, thinners, and cleaners are the product of one manufacturer.
Coating System No. 2 consists of an inorganic zinc first coat, inhibitive polyamide epoxy intermediate coat, and aliphatic polyurethane finish
SECTION 09 97 13.00 40 Page 7 coat. Select coatings from the following listing. Ensure all coatings, thinners, and cleaners are the product of the same manufacturer. Ensure each successive coating is a contrasting color to provide a visual assurance of complete coverage.
[ Coating System No. 3 [_____]
COATING SYSTEMS
INORGANIC ZINC
INHIBITIVE POLYAMIDE
EPOXY
ALIPHATIC
POLYURETHANE MANUFACTURER
Dimetcote 9 Amercoat 370 Amercoat 450HS PPG One PPG Place Pittsburgh, PA 15272 412/434-3131
CarboZinc 11 Carboguard 893 Carbothane 134HG Carboline Company 350 Hanley Industrial Court St. Louis, MO 63144 800/848-4645 Ext. 2557
Catha-Coat 304V Devran 201H Devthane 359 ICI-DEVOE 925 Euclid Ave.
Cleveland, OH 44115 216/344-8798
Ganicin 3.4 IOZ Corlar 3.2 PR or Corlar 2.1PR
Imron 3.5 HG DuPont Company DuPont Building 1007 Market Street Wilmington, DE 19898 800/441-7515
Porter Zinc 3200 Porter Glaze 4400 High Build
Porterthane 9000 Gloss Urethane
Porter Paint Company 400 South 13th Street Louisville, KY 40203 800/332-6270
PART 3 EXECUTION
3.1 PREPARATION
3.1.1 Coating Hazards
Ensure that employees are trained in all aspects of 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 which exceed concentrations in 29 CFR 1910.1000 . Comply with respiratory protection requirements in 29 CFR 1910.134 .
SECTION 09 97 13.00 40 Page 8
NOTE: Speci f y i n t he coat i ng schedul e under " Sur f ace Pr epar at i on" ei t her AB ( abr asi ve bl ast ) or MC ( mechani cal c l eani ng) . Mechani cal c l eani ng i s used onl y when abr asi ve bl ast i ng i s pr ohi bi t ed i n t he ar ea of wor k of sur f ace pr epar at i on. SSPC Pai nt Manual shoul d be f ol l owed.
3.1.2 Surface Preparation
NOTE: Fayi ng sur f aces and gr oundi ng connect i on ar eas r emai n unpai nt ed. Check wi t h st r uct ur al or el ect r i cal engi neer f or possi bl e l ocat i ons of such ar eas on t he pr oj ect dr awi ngs. Modi f y t he f ol l owi ng par agr aphs, as r equi r ed, t o i dent i f y t hese ar eas.
For faying surfaces that become inaccessible after installation, abrasive blast and coat with inorganic zinc only, prior to installation.
Surfaces that are part of slip-critical joints are [abrasive blasted] [mechanically cleaned coated with inorganic zinc] prior to installation.
Leave surfaces to be welded uncoated. Welded areas are then masked and touched up.
Coat prepared surfaces within 6 hours after completion of surface preparation and before rusting or recontamination occurs. Re-prepare surfaces not coated within 6 hours or which show rusting or contamination, regardless of the length of time after preparation.
Sequence surface preparation and coating operations so that freshly applied coatings are not contaminated by dust or foreign matter.
Inspect and degrease surfaces as required prior to subsequent surface preparation and the application of protective coatings. Degreasing is by solvent cleaning, detergent washing, or steam cleaning. SSPC SP 1 applies for solvent cleaning.
3.1.3 Abrasive Blasting (AB)
Ensure abrasive blasting conforms to SSPC SP 10/NACE No. 2 and SSPC Painting Manual .
Ensure compressed air used for abrasive blasting is free of moisture and oil.
Surfaces not to be blasted are:
a. Galvanized steel and prefinished surfaces except when specified to be blast-cleaned in the coating schedule
b. Piston rods and bearing surfaces
Maintain a minimum nozzle pressure of 620 kilopascal 90 pounds per square inch .
SECTION 09 97 13.00 40 Page 9
Remove weld slag, weld spatter, and foreign matter from surfaces to be coated prior to abrasive blasting using mechanical methods as specified.
Ensure blast cleaning achieves a 0.025 to 0.050 millimeter 1-to 2-mil anchor profile as indicated by a surface profile comparator, replica tape, or similar device.
Remove rust and corrosion from pits and depressions.
Do not reuse abrasive blast aggregate.
Remove all traces of abrasive residue and dust from the surface, leaving it clean and dry.
3.1.4 Mechanical Cleaning (MC)
Where mechanical cleaning is specified in the coating schedule [for existing surfaces] [and AB is prohibited], use needle scalers or abrasive disks or wheels in accordance with SSPC SP 3 , leaving the surface cleanliness equivalent to near-white metal ( SSPC SP 10/NACE No. 2 ).
3.2 APPLICATION
3.2.1 General Requirements
Manufacturer's instructions for thinning, mixing, handling, and applying products are considered a part of this specification. In the event of conflict between the requirements of this specification and the manufacturer's recommendations, this specification takes precedence.
Ensure compressed air used for spraying coatings remains free of moisture and oil.
Ensure each coat of material applied is free from runs; sags; blisters;
bubbles; mud cracking; variations in color, gloss, and texture; holidays (missed areas); excessive film build; foreign contaminants; and dry overspray.
Do not apply coating when rain is imminent or when the temperature or humidity is outside the limits recommended by the coating manufacturer.
Ensure the surface temperature is at least 3 degrees C 5 degrees F above the dew point.
Work coatings thoroughly into all joints, crevices, and open spaces. Pay special attention to welds, cutouts, sharp edges, rivets, crevices, and bolts to ensure proper coverage and thickness.
Protect newly coated surfaces from damage.
Apply coatings by airless or conventional spray. Use airless spraying for uniform large surface areas. Use conventional spraying for small areas of intricate configuration and for touchup. During application of inorganic zinc coating , maintain uniform suspension.
3.2.2 Mixing and Application Procedures
Stir material thoroughly using an instrument that does not induce air into
SECTION 09 97 13.00 40 Page 10 coating.
Strain mixed material through a 250- to 600- micrometer 30- to 60-mesh screen.
Provide continuous slow agitation of the material during application of inorganic zinc coating, maintain uniform suspension. Avoid continuous rapid agitation.
Thin material for workability and improved spray characteristics only.
Apply material in even, parallel passes, overlapping 50 percent. Pay special attention to welds, cutouts, sharp edges, rivets, crevices, and bolts to ensure proper coverage and thickness.
3.2.3 Dry-Film Thickness (DFT)
Apply coatings to the following dry-film thicknesses:
Coating System No. 1:
a. Inorganic primer zinc: 0.060 to 0.102 millimeter 2.5 to 4 mils [ 3 to 6 mils, inorganic zinc, as specified in Coating Schedule.]
b. Inhibitive polyamide epoxy, second coat: 0.051 to 0.0102 millimeter 2 to 4 mils .[ Top coat [_____] 0.051 to 0.102 millimeter 2 to 4 mils .]
c. Aliphatic polyurethane, third coat: 0.051 to 0.0102 millimeter 2 to 4 mils , but sufficient to hide previous coat [Second coat, inorganic zinc, 0.051 to 0.102 millimeter 2 to 4 mils .]
[ Coating System No. 3: When thoroughly dry (dry to handle), check the film thickness with a calibrated nondestructive dry-film thickness gage. If less than specified thickness, apply additional material as required.
Obtain proper DFT for the inorganic zinc coating in a single application which may consist of multiple passes, while coating is still wet.
] 3.2.4 Touch-Up
Touch-up abrasions that occurred during shipment or erection as follows:
a. Ensure surface preparation and coating application conforms to the manufacturer's instructions.
b. Use inorganic zinc for touch-up and repair of inorganic zinc and hot-dip galvanizing .
c. Use inhibitive polyamide epoxy and aliphatic polyurethane for touch-up and repair of coating system No. 2.
3.2.5 Sealant Compound Application
For Coating System No. 1, accomplish caulking after application and cure of inorganic zinc coating.
For Coating System No. 2, accomplish caulking after application and cure of inhibitive epoxy coat and prior to aliphatic polyurethane coat.
Caulk exterior joints, including, but not limited to, the following:
SECTION 09 97 13.00 40 Page 11
a. Perimeter of faying and bearing surfaces of structural members
b. Joints in members between intermittent welds
c. Perimeter of bearing surfaces between floor plates and supporting members (inside, outside, top, and bottom)
d. Stair treads, where joined to channel stringers
e. Openings of 13 millimeter 1/2 inch or smaller (Use foam filler backup as required.)
f. Hot-dipped galvanized vent holes
3.3 FIELD QUALITY CONTROL
3.3.1 Inspection
On-site work as described herein is inspected for compliance with this specification by a NACE (National Association of Corrosion Engineers) Certified Coating Inspector provided by the [Contracting Officer] [Contractor].
For all protective coatings applied off-site locations, provide full inspection by NACE Certified Coating Inspector. Ensure the inspector is present at the pre-work conference to address necessary clarification of inspection and specification requirements. Report immediately any apparent deviation from the specified requirements or any out of tolerance condition to the Contracting Officer for determination of corrective action. Submit the inspection reports performed by the Coating Inspector.
3.3.2 Inspection Forms
Submit inspection forms at the pre-work conference which are used by the Coating Inspector and forwarded to the Contracting Officer prior to delivery of the coated work to the job site.
3.4 SCHEDULES
3.4.1 Coating Schedule
NOTE: Pr epar e t he coat i ng schedul e and pr ovi de t he i nf or mat i on shown bel ow. No f i ni sh col or i s r equi r ed f or Coat i ng Syst em No. 1.
SECTION 09 97 13.00 40 Page 12
SURFACE
DESCRIPTION
SURFACE
PREPARATION
COATING
SYSTEM
FINISH COLOR FOR
COATING SYSTEM
NO. 2
DRY FILM THICKNESS,
PRIMER
COAT, MM MILS
[_____] [_____] [1] [2] [red] [green] [.076-.127] [.102-.152] [3-5] [4-6]
-- End of Section --
SECTION 09 97 13.00 40 Page 13
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