UFGS 09 67 23.14 Chemical Resistant Resinous Flooring.pdf

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Hill Air Force Base Epoxy Flooring and Maintenance IDIQ Federal contract opportunity
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FA8201-23-R-0010
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Department of the Air Force Materiel Command Air Force Sustainment Center

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USACE / NAVFAC / AFCEC / NASA UFGS- 09 67 23. 14 ( August 2016)

Change 1 - 08/ 18

Pr epar i ng Act i v i t y: USACE Superseding UFGS- 09 67 23. 14 ( August 2010)

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 2021

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 67 23.14

CHEMICAL RESISTANT RESINOUS FLOORING

08/ 16, CHG 1: 08/ 18

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3.1 Qualifications of Installer

1.3.2 Shop Drawings

1.4 DELIVERY, STORAGE, AND HANDLING

1.5 ENVIRONMENTAL REQUIREMENTS

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Primer

2.1.2 Aggregate

2.1.3 Binder

2.1.4 Fillers

2.1.5 Top Coating

2.2 FLOORING SYSTEMS

2.2.1 Latex or Resinous Emulsion Matrix Floor Surfacing

2.2.1.1 Compressive Strength

2.2.1.2 Tensile Strength

2.2.1.3 Flexural Strength

2.2.1.4 Thermal Coefficient of Expansion

2.2.1.5 Bond Strength

2.2.1.6 Flame Spread Index

2.2.1.7 Smoke Developed

2.2.1.8 Abrasion Resistance

2.2.1.9 Moisture Absorption

2.2.2 Epoxy Matrix Floor Surfacing

2.2.2.1 Compressive Strength

2.2.2.2 Tensile Strength

2.2.2.3 Flexural Modulus of Elasticity

2.2.2.4 Thermal Coefficient of Expansion

SECTION 09 67 23.14 Page 1

2.2.2.5 Shrinkage

2.2.2.6 Bond Strength

2.2.2.7 Flame Spread Index

2.2.2.8 Smoke Deposited

2.2.2.9 Abrasion Resistance

2.2.2.10 Moisture Absorption

2.2.2.11 Chemical Resistance

2.2.3 Polyester Matrix Floor Surfacing

2.2.3.1 Compressive Strength

2.2.3.2 Tensile Strength

2.2.3.3 Flexural Modulus of Elasticity

2.2.3.4 Thermal Coefficient of Expansion

2.2.3.5 Shrinkage

2.2.3.6 Bond Strength

2.2.3.7 Flame Spread Index

2.2.3.8 Smoke Deposited

2.2.3.9 Abrasion Resistance

2.2.3.10 Porosity

2.2.3.11 Impact Resistance

2.2.3.12 Fungistatic and Bacteriostatic Resistance

2.2.3.13 Ultraviolet Light Resistance

2.2.3.14 Thermal Shock Resistance

2.2.3.15 Stain Resistance

2.2.3.16 Adhesion

2.2.3.17 Chemical Resistance

2.3 CONDUCTIVE SPARKPROOF FLOORING

2.4 SEALER AND RESIN

2.5 ANTIMICROBIAL

2.6 COLOR

PART 3 EXECUTION

3.1 SURFACE PREPARATION

3.1.1 Concrete Surfaces

3.1.1.1 Mechanical Cleaning

3.1.1.2 Steam Cleaning

3.1.1.3 Paint Stripping

3.1.1.4 Acid Etching

3.1.1.5 Air Drying

3.1.2 Plywood

3.1.3 Ceramic Tile

3.1.4 Substrate Cracks, Spalls, Joints, and Depressions

3.2 MIXING

3.3 APPLICATION

3.3.1 Primer

3.3.2 Floor Surfacing

3.3.3 Seal Coat

3.4 TESTING

3.4.1 Electrical Resistance

3.4.2 Spark Resistance

3.5 PROTECTION

-- End of Section Table of Contents --

SECTION 09 67 23.14 Page 2

USACE / NAVFAC / AFCEC / NASA UFGS- 09 67 23. 14 ( August 2016)

Change 1 - 08/ 18

Pr epar i ng Act i v i t y: USACE Superseding UFGS- 09 67 23. 14 ( August 2010)

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 2021

SECTION 09 67 23.14

CHEMICAL RESISTANT RESINOUS FLOORING

08/ 16, CHG 1: 08/ 18

NOTE: Thi s speci f i cat i on cover s t he r equi r ement s f or t r owel l ed- on i ndust r i al r esi nous f l oor i ng, conduct i ve r esi nous f l oor i ng, and decor at i ve r esi nous f l oor i ng except r esi nous t er r azzo.

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

NOTE: The f l oor syst ems cover ed by t hi s gui de speci f i cat i on ar e pr i mar i l y i nt ended f or use i n bi ol ogi cal l abor at or i es, i n s i mi l ar ar eas whi ch ar e subj ect t o har d wear or spi l l age of chemi cal s and r equi r e a hi gh degr ee of c l eanl i ness, and f or expl osi ve and ammuni t i on f aci l i t i es.

These syst ems ar e f or use over nor mal wei ght concr et e and wi l l not be used over l i ght wei ght concr et e. The sel ect i on of a f l oor syst em f or a l ocat i on wher e r esi st ance t o speci f i c chemi cal condi t i ons i s i mpor t ant shoul d be based upon t he

SECTION 09 67 23.14 Page 3 abi l i t y of t he syst em t o wi t hst and r equi r ed exposur e condi t i ons. For exampl e, pol yest er s ar e sui t abl e f or use wher e r esi st ance t o det er gent s i s r equi r ed but shoul d not be used i n l abor at or y or ot her ar eas wher e spi l l age of sodi um hydr oxi de or s i mi l ar st r ong al kal i ne sol ut i on occur s; epoxi es shoul d not be used wher e r esi st ance t o oxi di z i ng aci ds i s r equi r ed or wher e r esi st ance t o t emper at ur es i n excess of 54 degr ees C 130 degr ees F i s r equi r ed. Each j ob shoul d be eval uat ed on i t s own mer i t s consi der i ng exposur e condi t i ons, cost s, f l ammabi l i t y of mat er i al s, and l ocal exper i ence wi t h t he var i ous syst ems. Al l pr ovi s i ons r el at i ng t o t he syst ems not sel ect ed wi l l be del et ed.

Check ot her sect i ons of t he speci f i cat i ons t o ensur e:

1. No ver mi cul i t e or per l i t e aggr egat es i n concr et e substrates.

2. No cur i ng compounds or seal er s on concr et e substrates.

3. New concr et e r ecei ves s i ngl e t r owel l ed f i ni sh;

and no bur ni shed f i ni shes.

4. Vapor bar r i er i s pr ovi ded under al l concr et e slabs-on-grade.

5. Onl y ext er i or gr ade pl ywood on new pl ywood subst r at es. No i nt er i or gr ade or i nt er i or gr ade wi t h ext er i or gl ue. Pl ywood i s nai l ed wi t h annul ar r i ng or spi r al nai l s onl y.

6. No di mensi on l umber subst r at e i n new const r uct i on; when exi st i ng l umber subst r at es ar e t o be cover ed, over l ay wi t h 50 by 50 mm ( 2 by 2 i nch) mesh har dwar e cl ot h.

On t he dr awi ngs, show:

1. Locat i on of r esi nous f l oor i ng. I f mor e t han one t ype i s t o be used, key each t o l ocat i on on t he drawings.

2. Det ai l s of speci al i t ems such as coved bases, expansi on j oi nt s, cont r ol j oi nt s, st ai r s, and f l oor drains.

3. Det ai l s f or gr oundi ng of conduct i ve f l oor s.

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

SECTION 09 67 23.14 Page 4 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.

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 C307 (2018) Standard Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacings

ASTM C413 (2018) Standard Test Method for Absorption of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes

ASTM C531 (2018) Standard Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings, and Polymer Concretes

ASTM C579 (2018) Standard Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes

ASTM C580 (2018) Standard Test Method for Flexural Strength and Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes

ASTM C722 (2018) Standard Specification for Chemical-Resistant Resin Monolithic Floor Surfacings

ASTM D1308 (2002; R 2013) Effect of Household Chemicals on Clear and Pigmented Organic Finishes

ASTM D4060 (2019) Abrasion Resistance of Organic Coatings by the Taber Abraser

ASTM D4263 (1983; R 2018) Standard Test Method for

SECTION 09 67 23.14 Page 5

Indicating Moisture in Concrete by the Plastic Sheet Method

ASTM E162 (2015b) Surface Flammability of Materials Using a Radiant Heat Energy Source

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 99 (2021; TIA 20-1) Health Care Facilities Code

NATIONAL TERRAZZO AND MOSAIC ASSOCIATION (NTMA)

NTMA Info Guide (2017) Terrazzo Reference Guide

SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

SCAQMD Rule 1113 (2016) Architectural Coatings

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

29 CFR 1910 Occupational Safety and Health Standards

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 , and cor r espondi ng submi t t al i t ems i n t he t ext , 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 cl assi f i 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 Ar my pr oj ect s, f i l l i n t he empt y br acket s f ol l owi ng t he " G" c l assi f i cat i on, wi t h a code of up t o t hr ee char act er s 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 ( 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.

The " S" c l assi f i cat i on i ndi cat es submi t t al s r equi r ed

SECTION 09 67 23.14 Page 6 as pr oof of compl i ance f or sust ai nabi l i t y Gui di ng Pr i nci pl es Val i dat i on or Thi r d Par t y Cer t i f i cat i on and as descr i bed i n Sect i on 01 33 00 SUBMI TTAL

PROCEDURES.

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" or "S" classification. Submittals not having a "G" or "S" classification are [for Contractor Quality Control approval.][for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.] Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Flooring Systems ; G[, [_____]]

SD-03 Product Data

Sealer and Resin ; G[, [_____]]

Floor Surfacing ; G[, [_____]]

Conductive Sparkproof Flooring ; G[, [_____]]

Indoor Air Quality for Primer ; S

Indoor Air Quality for Top Coating ; S

Indoor Air Quality for Sealer And Resin ; S

Mixing ; G[, [_____]]

SD-04 Samples

Flooring Systems ; G[, [_____]]

SD-06 Test Reports

Testing ; G[, [_____]]

SD-07 Certificates

Qualifications of Installer ; G[, [_____]]

SD-08 Manufacturer's Instructions

Application ; G[, [_____]]

SD-10 Operation and Maintenance Data

Flooring Systems ; G[, [_____]]

SECTION 09 67 23.14 Page 7

1.3 QUALITY ASSURANCE

1.3.1 Qualifications of Installer

Perform installation by an applicator approved by the manufacturer of the floor surfacing materials. Furnish a written statement from the manufacturer detailing the Qualifications of Installer.

1.3.2 Shop Drawings

Submit drawings indicating the type and layout of the flooring system for approval.

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver the materials to the project site in unopened bags and containers clearly labeled with the name of the manufacturer, type of material, batch number, and date of manufacture. Store materials, other than aggregates, away from fire, sparks, or smoking areas. Maintain the storage area between 10 and 32 degrees C 50 and 90 degrees F .

1.5 ENVIRONMENTAL REQUIREMENTS

Maintain the ambient room and floor temperatures at 18 degrees C 65 degrees F , or above, for a period extending from 48 hours before installation until one week after installation. Cure concrete for at least 28 days and keep it free of water for at least 7 days prior to receiving surfacing in accordance with ASTM D4263. Measure and insure moisture content of wood substrates between 8 and 10 percent prior to application.

PART 2 PRODUCTS

2.1 MATERIALS

Provide materials (except aggregate) used in the flooring from a single manufacturer. Furnish and install [trowel applied type epoxy finish of 6 mm 1/4 inch thickness with properties and chemical resistance conforming to the requirements specified in NTMA Info Guide .] [trowel or spray applied [ 1.6 mm 1/6 inch ] [ 3.17 mm 1/8 inch ] [ 6.35 mm 1/4 inch ] thick, epoxy, polyester, or other resinous material conforming to ASTM C722 with [Type A surfacings (chemical resistance and moderate to heavy traffic resistance)] [Type B surfacings (mild chemical resistance and severe thermal shock stability)]] resin-based flooring. Meet the following material requirements:

2.1.1 Primer

Type recommended by the manufacturer to penetrate into the pores of the substrate and bond with the floor surfacing matrix to form a permanent monolithic bond between substrate and surfacing matrix. Primer products used on the interior of the building (defined as inside of the weatherproofing system) must meet either emissions requirements of CDPH SECTION 01350 (limit requirements for either office or classroom spaces regardless of space type) or VOC content requirements of SCAQMD Rule 1113 . Provide validation of indoor air quality for primer .

SECTION 09 67 23.14 Page 8

2.1.2 Aggregate

NOTE: Sel ect t he desi r ed col or s f or col or ed quar t z f r om t he f ol l owi ng and speci f y t he per cent age of each col or i n t he mi xt ur e; whi t e, gr ey, br own, buf f , gr een, and r ed.

Use f i r st br acket ed sent ence when i ndust r i al r esi nous and conduct i ve i ndust r i al r esi nous f l oor i ng ar e r equi r ed ( bi ol ogi cal l abor at or i es, i ndust r i al f aci l i t i es, c l ean r ooms, l aundr i es, and ot her ar eas subj ect t o har d wear or spi l l age) . Use second br acket ed sent ence when decor at i ve f l oor i s desi r ed and f l oor i s subj ect t o spi l l age or r equi r es hi gh degr ee of c l eanl i ness ( gang shower s, c l ean r ooms, l aundr i es, l abor at or i es, and smal l k i t chens wher e quar r y t i l e i s not economi cal l y f easi bl e) .

Provide [silica sand, quartz, granite, or other suitable chemical resistant material having a Mohr's hardness of not less than 6.0] [angular, translucent quartz covered with a colored inorganic coating as [indicated] [selected from manufacturer's standard aggregates]] aggregate.

2.1.3 Binder

NOTE: Del et e unsui t abl e mat r i x or mat r i ces i n accor dance wi t h t he f ol l owi ng:

Do not use l at ex or r esi n emul si on mat r i ces wher e maxi mum r esi st ance t o sol vent s, st r ong aci d or al kal i ne sol ut i ons i s r equi r ed; wher e hi gh st ai n r esi st ance i s r equi r ed; wher e maxi mum r esi st ance t o compr essi ve l oads and i ndent at i on ar e r equi r ed; or wher e col or ed quar t z decor at i ve aggr egat e i s specified.

Do not use epoxy mat r i x wher e r esi st ance t o st r ong oxi di z i ng aci d sol ut i ons i s r equi r ed; wher e maxi mum f i r e r esi st ance i s r equi r ed; wher e subj ect t o pr ol onged t emper at ur es i n excess of 54 degr ees C 130 degr ees F; wher e f r equent l y exposed t o st eam or boi l i ng l i qui ds; wher e whi t e or l i ght col or ed quar t z decor at i ve aggr egat es ar e speci f i ed or wher e subst r at e cannot be t hor oughl y dr i ed.

Do not use pol yest er mat r i x wher e r esi st ance t o st r ong al kal i ne sol ut i ons i s r equi r ed; wher e maxi mum f i r e r esi st ance i s r equi r ed; wher e maxi mum sl i p r esi st ance i s r equi r ed; wher e bui l di ng wi l l be occupi ed dur i ng i nst al l at i on; or wher e f ood st uf f s wi l l be st or ed wi t hi n bui l di ng dur i ng i nst al l at i on.

Provide [synthetic rubber latex or resin emulsion] [thermo-setting epoxy] [or] [medium reactive nonthixotropic modified polyester] binder.

SECTION 09 67 23.14 Page 9

2.1.4 Fillers

If required, provide inert silica, quartz or other hard aggregate material fillers as recommended by the flooring manufacturer. Furnish fillers in the quantity necessary to impart the required color and physical characteristics. Provide a filler containing sufficient fines to obtain an even-textured, nonslip type of surface on the finished topping.

2.1.5 Top Coating

NOTE: Speci f y c l ear t op coat f or decor at i ve aggr egat e f l oor i ng. Top coat i ngs ar e avai l abl e i n l i ght gr ey, dar k gr ey, r ed, bl ue, t an, br own, dar k gr een, and l i ght gr een f or i ndust r i al r esi nous f l oor s. Conduct i ve r esi nous f l oor i ngs ar e dar k gr ey t o bl ack and shoul d be speci f i ed wi t h conduct i ve c l ear t op coat s onl y.

Furnish [clear] [[_____] color] coating of type recommended by the manufacturer. Floor top coating products used on the interior of the building (defined as inside of the weatherproofing system) must meet either emissions requirements of CDPH SECTION 01350 (limit requirements for either office or classroom spaces regardless of space type) or VOC content requirements of SCAQMD Rule 1113 . Provide validation of indoor air quality for top coating .

2.2 FLOORING SYSTEMS

Submit cured samples of each floor finish or color combination and Data Package 1 in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA. The complete systems, after curing, must have the following properties when tested in accordance with the test methods listed for each property.

2.2.1 Latex or Resinous Emulsion Matrix Floor Surfacing

NOTE: Resi st ance t o r eagent s speci f i ed i n i t em j .

i s r equi r ed t o wi t hst and cl eani ng agent s and spi l l age associ at ed wi t h nor mal use. Wher e r esi st ance t o speci f i c chemi cal s associ at ed wi t h l abor at or i es, pl at i ng shops, et c. , i s r equi r ed, t hese chemi cal sol ut i ons and concent r at i ons shoul d be added t o t he l i s t s. Manuf act ur er ' s l i t er at ur e shoul d be checked t o assur e t hat t he mat r i x i s capabl e of r esi st ance t o t hese chemi cal s.

2.2.1.1 Compressive Strength

ASTM C579, 31 MPa 4500 psi minimum at 7 days.

2.2.1.2 Tensile Strength

ASTM C307, 4.2 MPa 600 psi minimum at 7 days.

SECTION 09 67 23.14 Page 10

2.2.1.3 Flexural Strength

ASTM C580, 5.6 MPa 800 psi minimum at 7 days.

2.2.1.4 Thermal Coefficient of Expansion

ASTM C531; 5.5 x 10-4 mm per 100 mm 0.01 mil per inch per degree C F maximum.

2.2.1.5 Bond Strength

1.4 MPa 200 psi minimum with 100 percent concrete failure.

2.2.1.6 Flame Spread Index

ASTM E162, 4.0 maximum.

2.2.1.7 Smoke Developed

ASTM E162, 0.4 gm maximum.

2.2.1.8 Abrasion Resistance

ASTM D4060; 30 mg weight loss.

2.2.1.9 Moisture Absorption

ASTM C413; 3.5 percent maximum.

Chemical Resistance

ASTM D1308; no effect when exposed to the following reagents for 7 days:

Acetic Acid: 5 percent solution Ammonium Hydroxide: 10 percent solution Citric Acid: 5 percent solution Coffee Cola Syrup Isopropyl Alcohol Mineral Oil Sodium Hydroxide: 5 percent solution Tri-Sodium Phosphate: 5 percent solution Urea: 6.6 percent solution

2.2.2 Epoxy Matrix Floor Surfacing

NOTE: The f i r st set of f i gur es i n br acket s f or i t ems b. and c. r epr esent s epoxy and pol yest er mat r i x cont ai ni ng mor e f i l l er s and ext ender s and ar e sui t abl e f or most i nst al l at i ons. The second set of f i gur es i n br acket s r epr esent s hi gh r esi n cont ent epoxy and pol yest er mat r i ces and shoul d be speci f i ed onl y when hi gher st r engt hs or i ncr eased chemi cal r esi st ance i s r equi r ed.

Resi st ance t o r eagent s speci f i ed i n i t em k. i s r equi r ed t o wi t hst and cl eani ng agent s and spi l l age associ at ed wi t h nor mal use. Wher e r esi st ance t o

SECTION 09 67 23.14 Page 11 speci f i c chemi cal s associ at ed wi t h l abor at or i es, pl at i ng shops, et c. , i s r equi r ed, t hese chemi cal sol ut i ons and concent r at i ons shoul d be added t o t he l i s t s. Manuf act ur er ' s l i t er at ur e shoul d be checked t o assur e t hat t he mat r i x i s capabl e of r esi st ance t o t hese chemi cal s.

2.2.2.1 Compressive Strength

ASTM C579; 64 MPa 10,000 psi minimum at 7 days.

2.2.2.2 Tensile Strength

ASTM C307; [4.2] [10.3] MPa [600] [1500] psi minimum at 7 days.

2.2.2.3 Flexural Modulus of Elasticity

ASTM C580; [1610] [3215] MPa [250,000] [500,000] psi minimum at 7 days.

2.2.2.4 Thermal Coefficient of Expansion

ASTM C531; 22 by 10-4 mm per 100 mm 0.00004 inches per inch per degree C F maximum.

2.2.2.5 Shrinkage

ASTM C531; 0.5 percent maximum.

2.2.2.6 Bond Strength

1.9 MPa 300 psi minimum with 100 percent concrete failure ( 16 MPa 2500 psi Compressive Strength Concrete).

2.2.2.7 Flame Spread Index

ASTM E162; 25 maximum.

2.2.2.8 Smoke Deposited

ASTM E162; 4 mg maximum.

2.2.2.9 Abrasion Resistance

ASTM D4060; 15 mg maximum weight loss.

2.2.2.10 Moisture Absorption

ASTM C413; 1.0 percent maximum.

2.2.2.11 Chemical Resistance

ASTM D1308; no effect when exposed to the following reagents for 7 days:

Acetic acid: 5 percent solution Ammonium Hydroxide: 10 percent solution Citric Acid: 5 percent solution Coffee Cola Syrup

SECTION 09 67 23.14 Page 12

Isopropyl Alcohol Mineral Oil Sodium Hydroxide: 5 percent solution Tri-Sodium Phosphate: 5 percent solution Urea: 6.6 percent solution

2.2.3 Polyester Matrix Floor Surfacing

NOTE: The f i r st set of f i gur es i n br acket s f or i t ems a. , b. , c. , and e. r epr esent s epoxy and pol yest er mat r i x cont ai ni ng mor e f i l l er s and ext ender s and ar e sui t abl e f or most i nst al l at i ons.

The second set of f i gur es i n br acket s r epr esent s hi gh r esi n cont ent epoxy and pol yest er mat r i ces and shoul d be speci f i ed onl y when hi gher st r engt hs or i ncr eased chemi cal r esi st ance i s r equi r ed.

Resi st ance t o r eagent s speci f i ed i n i t em q. i s r equi r ed t o wi t hst and cl eani ng agent s and spi l l age associ at ed wi t h nor mal use. Wher e r esi st ance t o speci f i c chemi cal s associ at ed wi t h l abor at or i es, pl at i ng shops, et c. , i s r equi r ed, t hese chemi cal sol ut i ons and concent r at i ons shoul d be added t o t he l i s t s. Manuf act ur er ' s l i t er at ur e shoul d be checked t o assur e t hat t he mat r i x i s capabl e of r esi st ance t o t hese chemi cal s.

2.2.3.1 Compressive Strength

ASTM C579; [51] [64] MPa [8000] [10,000] psi minimum at 7 days.

2.2.3.2 Tensile Strength

ASTM C307; [3.8] [10.3] MPa [600] [1500] psi minimum at 7 days.

2.2.3.3 Flexural Modulus of Elasticity

ASTM C580; [3215] [6430] MPa [500,000] [1,000,000] psi minimum at 7 days.

2.2.3.4 Thermal Coefficient of Expansion

ASTM C531; 22 by 10-4 mm per 100 mm 0.00004 inches per inch per degree C F maximum.

2.2.3.5 Shrinkage

ASTM C531; [0.6] [1.0] percent maximum.

2.2.3.6 Bond Strength

1.9 MPa 300 psi minimum with 100 percent concrete failure.

2.2.3.7 Flame Spread Index

ASTM E162; 25 maximum.

SECTION 09 67 23.14 Page 13

2.2.3.8 Smoke Deposited

ASTM E162; 4 gm maximum.

2.2.3.9 Abrasion Resistance

ASTM D4060; no more than 0.025 mm 1.0 mil loss of thickness.

2.2.3.10 Porosity

ASTM D4060; no more than 8 percent gain in weight and no evidence of cracking, peeling, blistering, or loss of adhesion.

2.2.3.11 Impact Resistance

ASTM D4060; no evidence of cracking, spalling, or loss of adhesion.

2.2.3.12 Fungistatic and Bacteriostatic Resistance

ASTM D4060; no support for growth of fungus or bacteria.

2.2.3.13 Ultraviolet Light Resistance

ASTM D4060; no evidence of chalking, cracking, peeling, blistering, or loss of adhesion.

2.2.3.14 Thermal Shock Resistance

ASTM D4060; no evidence of cracking, peeling, blistering, spalling, or loss of adhesion.

2.2.3.15 Stain Resistance

ASTM D4060; no permanent staining.

2.2.3.16 Adhesion

ASTM D4060; 90 percent failure of concrete substrate.

2.2.3.17 Chemical Resistance

ASTM D1308; no effect when exposed to the following reagents for 7 days.

Acetic Acid: 5 percent solution Ammonium Hydroxide: 10 percent solution Citric Acid: 5 percent solution Coffee Cola Syrup Isopropyl Alcohol Mineral Oil Sodium Hydroxide: 5 percent solution Tri-Sodium Phosphate: 5 percent solution Urea: 6.6 percent solution

2.3 CONDUCTIVE SPARKPROOF FLOORING

NOTE: Conduct i ve f l oor s wi l l be used at oper at i ons wher e expl osi ves havi ng an el ect r ost at i c sensi t i v i t y

SECTION 09 67 23.14 Page 14 of 0. 1 j oul e or l ess such as pr i mer , det onat or , i gni t er , and i ncendi ar y mi xt ur es ar e exposed.

Conduct i ve f l oor s ar e al so r equi r ed wher e t he f ol l owi ng ar e per f or med:

a. Loose unpacked ammo wi t h el ect r i c pr i mer s.

b. Exposed el ect r o- expl osi ve devi ces.

c. El ect r i cal l y i ni t i at ed i t ems wi t h exposed el ect r i c c i r cui t r y.

d. Hazar dous mat er i al s t hat coul d be i gni t ed by st at i c di schar ge f r om humans.

Trowel or spray apply conductive sparkproof industrial resin-based flooring [ 1.6 mm 1/16 inch ] [ 3 mm 1/8 inch ] [ 6 mm 1/4 inch ] thick, epoxy, polyester, or other resinous material conforming to ASTM C722with [Type A surfacings (chemical resistance and moderate to heavy traffic resistance)] [Type B surfacings (mild chemical resistance and severe thermal shock stability)]. Ground conductive flooring and conform to the requirements for conductive flooring of NFPA 99 .

2.4 SEALER AND RESIN

Provide a sealer product recommended by the industrial resin-based flooring manufacturer; when applied to the resin topping and dried, it must be nonslip and resistant to staining and suitable for the type application indicated. Floor resin and sealer products used on the interior of the building (defined as inside of the weatherproofing system) must meet either emissions requirements of CDPH SECTION 01350 (limit requirements for either office or classroom spaces regardless of space type) or VOC content requirements of SCAQMD Rule 1113 . Provide validation for Indoor Air Quality for Sealer and Resin .

2.5 ANTIMICROBIAL

NOTE: I ncl ude t he r equi r ement f or t hi s i t em onl y on pr oj ect s wher e t hi s addi t i onal f eat ur e i s needed.

Treat industrial resin-based flooring to be resistant to fungi and bacteria.

2.6 COLOR

Provide color [as indicated] [in accordance with Section 09 06 00

SCHEDULES FOR FINISHES] [_____].

PART 3 EXECUTION

3.1 SURFACE PREPARATION

NOTE: Resi nous f l oor syst ems shoul d not be i nst al l ed over exi st i ng r esi l i ent t i l e or sheet f l oor i ng. I f exi st i ng concr et e subst r at es ar e badl y cr acked, cr umbl i ng, punky, or deepl y cont ami nat ed wi t h oi l or f at , a new concr et e t oppi ng of pr oper t hi ckness and st r engt h shoul d be shown and

SECTION 09 67 23.14 Page 15 speci f i ed. Wood f l oor s t hat ar e poor l y suppor t ed, badl y wor n, spl i nt er , gr ease or oi l soaked shoul d be r enovat ed pr i or t o appl i cat i on of r esi nous f l oor i ng.

[Completely remove existing resilient flooring and adhesive by scraping.] [Remove all dirt, dust, debris, and other loose particles by sweeping or vacuum cleaning.] Protect adjacent surfaces not scheduled to receive the flooring by masking, or by other means, to maintain these surfaces free of the flooring material.

[ 3.1.1 Concrete Surfaces

NOTE: Pr oper pr epar at i on of subst r at e i s essent i al f or sat i sf act or y per f or mance of r esi nous f l oor syst ems. Exi st i ng concr et e f l oor s shoul d be car ef ul l y i nspect ed t o det er mi ne condi t i on. Based on i nspect i on, sel ect most sui t abl e sur f ace treatment:

Sur f ace Condi t i on Sur f ace Pr epar at i on Requi r ed

New Concr et e Aci d et chi ng and ai r dr yi ng

Ol d Concr et e

Aci d cont ami nat ed Neut r al i ze wi t h hot al kal i ne cl eaner , aci d et chi ng, and ai r dr yi ng

Oi l , f at or wax cont ami nat ed Mechani cal c l eani ng or st eam cl eani ng

Al kal i cont ami nat ed Aci d et chi ng and ai r dr yi ng

Painted Mechani cal c l eani ng or pai nt st r i ppi ng

Adhesi ve and asphal t cont ami nat ed Mechani cal c l eani ng

Dust and di r t cont ami nat ed Mechani cal c l eani ng

For m oi l , seal er or cur i ng compound contaminated

Mechani cal c l eani ng

NOTE: Sel ect t he appl i cabl e par agr aph( s) f r om t he following:

[ 3.1.1.1 Mechanical Cleaning

Completely remove dirt, wax, paint, laitance, and [_____] by grinding with a terrazzo machine, sanding with coarse open grid sandpaper, sand blasting, chipping, bush hammering, or wire brushing.

][ 3.1.1.2 Steam Cleaning

Completely remove all animal fats, grease, oil, wax, and [_____] using a high pressure steam cleaner equipped with a soap injection system. Scrape the surface to remove any build-up of debris. Then thoroughly saturate

SECTION 09 67 23.14 Page 16 the surface with hot caustic solution. Allow the solution to remain on the floor for 15 to 20 minutes. Apply steam, with caustic, over the presoaked area until all contamination is removed. Leach the caustic residue from the surface using one or more applications of steam without caustic. Flush the floor with warm water.

][ 3.1.1.3 Paint Stripping

Brush or spray on a paint stripping material that has been demonstrated to effectively remove the paint. Leave the stripping material on the surface until the paint has softened or blistered. Remove paint by scraping, brushing, or wiping. Rinse the surface in accordance with the stripping material manufacturer's recommendations. Avoid strippers containing toxic methylene chloride.

][ 3.1.1.4 Acid Etching

Apply a 10 percent solution of muriatic acid at a rate of one L/square meter one quart/each 10 square feet of concrete surface. Allow the solution to stand until it stops bubbling but not less than 5 minutes.

Remove the acid and wash the surfaces several times, as required, to remove all traces of the acid. Always dilute acid by pouring into water.

Use face shield rubber gloves, and other safety equipment when using acids, alkalis, or solvents.

][ 3.1.1.5 Air Drying

After cleaning, allow concrete surface to air dry thoroughly prior to application of surfacing. Blowers or oil free compressed air may be used. Do not use flame-drying methods. Prior to application of surfacing, test concrete surface for excessive moisture in at least two locations. Place rubber mats at each location with smooth side against concrete and place weight on top of mat to hold in position and ensure contact with concrete. Polyethylene with all edges taped may be used in lieu of mats. After 8 hours remove mat or sheeting and examine floor surface for moisture accumulation. If tests indicate accumulation of moisture at either location, perform additional air drying until additional tests show no moisture accumulation.

] ] 3.1.2 Plywood

For new plywood substrates, provide exterior grade plywood with exterior grade glue nailed with annular ring or spiral nails. Sand the plywood to remove all latent contaminants. Sweep or vacuum surfaces to remove all sanding debris. Tape joints with 100 mm 4 inch wide glass fiber reinforced tape.

3.1.3 Ceramic Tile

Remove all fats, oils, grease, or soap scum using a caustic solution of one kg one pound of caustic soda to 8.3 L one gallon of water. Allow the solution to stand on the surface for at least one hour then scrub with steel brushes or steel wool. Mop up the caustic solution, neutralize it with a 10 percent muriatic acid solution, and thoroughly rinse the residue from the surface. Test glazed tile a deglazing agent as recommended by the flooring manufacturer and sanded or acid etched to roughen the surface sufficiently to obtain a good bond. Sweep or vacuum surfaces to remove all sanding debris. Use face shield, rubber gloves, and other safety equipment when using acids, alkalis, or solvents.

SECTION 09 67 23.14 Page 17

3.1.4 Substrate Cracks, Spalls, Joints, and Depressions

Fill all cracks, joints, spalls, and other depressions in the substrate with a latex underlayment, as recommended by the manufacturer compatible with the floor surfacing material.

3.2 MIXING

Proportion and mix the floor surfacing components in accordance with the manufacturer's instructions. Submit flooring manufacturer's descriptive data, mixing, proportioning, and installation instructions. Include maintenance literature for resinous flooring.

3.3 APPLICATION

Submit complete instructions for application of flooring system including any precautions or special handling instructions required to comply with OSHA 29 CFR 1910 -Subpart Z. Apply primer, floor surfacing, and seal coat in accordance with the manufacturer's recommendations and the following requirements.

3.3.1 Primer

Apply primer uniformly over the entire area to receive floor surfacing using clean rubber squeegees or clean steel trowels. Do not allow primer to collect in depressions. Allow primer to dry thoroughly before the next coat is applied. Reprime porous areas or areas where primer has dried.

3.3.2 Floor Surfacing

NOTE: Speci f y desi r ed t hi ckness of r esi nous f l oor i ng. Lat ex and r esi nous emul si on mat r i x f l oor i ng shoul d be i nst al l ed 6, 10 and 13 mm 1/ 4, 3/ 8, and 1/ 2 i nch t hi ck f or l i ght , medi um, and heavy dut y t r af f i c . Epoxy and pol yest er mat r i x f l oor i ng shoul d be i nst al l ed 3, 5 and 6 mm 1/ 8, 3/ 16, and 1/ 4 inch t hi ck f or l i ght , medi um, and heavy dut y t r af f i c .

Use f i r st br acket ed opt i on r equi r i ng cont i nuous f l oor i nst al l at i on onl y i f st r uct ur al f l oor cont r ol j oi nt s have been l ocat ed out of f l oor ar ea.

Apply mixed surfacing material to provide a finish floor surfacing not less than [_____] mm inch thick. The entire surfacing in any one room or area must be [placed in one continuous operation without use of cold joints or divider strips] [one continuous operation except for placement of divider strips at structural floor control joints or as indicated].

All surfaces must be flush, true to plane and line, and level within 2 mm in one meter 1/4 inch in 10 feet .

3.3.3 Seal Coat

Apply seal coat uniformly covering all surfaces after floor surfacing has cured and as recommended by the supplier.

SECTION 09 67 23.14 Page 18

3.4 TESTING

NOTE: For expl osi ve and ammuni t i on f aci l i t i es and ot her f aci l i t i es r equi r i ng conduct i ve spar kpr oof i ndust r i al r esi nous f l oor i ng, edi t t he f ol l owi ng par agr aphs. Omi t when not r equi r ed.

Submit reports of tests for conductive sparkproof flooring, including analysis and interpretation of test results. Properly identify each report. Identify and record the test methods used.

3.4.1 Electrical Resistance

Test the flooring between 30 and 45 days after flooring installation is completed, and prior to its use, in accordance with paragraph 12-4.1.3.8(b)(7) of NFPA 99 . The resistance of the floor at any one location must be more than 5,000 ohms in areas with 110 volts service, more than 10,000 ohms in areas with 220 volt service, and average less than 1,000,000 ohms and more than 25,000 ohms in all areas. Perform tests using a technician experienced in such work.

3.4.2 Spark Resistance

Test the floor for spark resistance by stroking the floor vigorously with a 300 mm 12 inch hardened steel file in a 914.4 mm 3 foot arc. Perform the test for each 7.43 square meters 80 square feet of floor area. Perform the tests in a darkened space and only when the relative humidity of the atmosphere within the space does not exceed 50 percent. The floor must not produce a spark when tested under these conditions.

3.5 PROTECTION

Allow surfacing to set for a minimum period of 48 hours before traffic is allowed on the floor. Protect finished flooring from traffic by covering with 13.5 kg 30 pound building paper or other equally effective means until final acceptance of the project.

-- End of Section --

SECTION 09 67 23.14 Page 19

File details come from the government source that posted it. Updated .