17B0001_-_Attachment_1-_Statement_of_Work.pdf

STATEMENT OF WORK

FOR

DFAS EIFS Repairs, East Wing

PREPARED BY AFRL/RIOC

AIR FORCE RESEARCH LABORATORY

ROME RESEARCH SITE

ROME, NEW YORK

PROJECT NR: ULDF 17-0801 DATED: Jan 2017

TABLE OF CONTENTS

DIVISION 01 – General Requirements

01 11 Summary of Work Page 3

01 11.1 Scope

01 11.2 Project Descr ipt ion

01 11.3 Locat ion

01 14 Work Restrict ions Page 3

01 14.1 Working Hours

01 14.2 Work Condi t ions

01 14.3 Schedul ing Work

01 14.4 Contractor Storage

01 33 Submittal Procedures Page 4

01 35 Special Procedures Page 5

01 35.1 Safety

01 35.2. Fire Protect ion

01 35.3. Securi ty Procedures

01 41 Regulatory Requirements Page 8

01.41.1. Construct ion Requirements

01.41.2. Exis t ing Faci l i t ies

01.41.3. Green Procurement Requirements

01.41.4. Inspect ion

DIVISION 07 – Thermal and Moisture Protect ion

07 24 00 Exterior Insulat ion and Finish Systems (EIFS) Page 10

DIVISION 09 – Finishes

SECTION 09 90 00 Paints and Coatings Page 24

DIVISION 01

General Requirements

01 11. Summary of Work:

01 11.1. Scope: The work covered under this Contract consis ts of furnishing al l labor , equipment , and mater ials and performing al l work required to repair and paint the exter ior wal ls on the east s ide of DFAS Build ing 1. The exis t ing exter ior insulat ion and f inishing system cladding, (EIFS) manufacturer is Sto Corp.

01 11.2. Project Descr ip t ion:

11.2.1. Wall Restorat ion; power wash, c lean, prep, repair , and recoat exter ior insulat ion f inish system cladding, (EIFS) surfaces on the east s ide and the north s ide of the east wing of bui lding 1.

11.2.2 . Repair damaged areas of Sto Corp exter ior insulat ion and f inishing system, (EIFS). Work to include al l moisture/delaminat ing repairs , b l is ters , holes , impact damage, cracks, and i tems removed. Fol low manufacturers Repair & Refinish procedures . Finish texture to match adjacent areas.

11.2.3 . Clean, power wash, prep, and recoat approximately 14,900 SF of EIFS with two coats of StoCoat Acryl Plus or approved equal . Clean and power wash al l surfaces to remove soi l , chalk, mi ldew, grease , and oi l . Fol low manufacturer’s instruct ion for c leaning and recoat ing . Paint to be compatible with concrete , masonry , and EIFS wal l coat ings. Color to match exis t ing. Surface preparat ion and appl icat ion to be according to manufacturer’s recommendat ions.

11.2.4. Clean power wash, prep and recoat vent louvers , doors , and door f rames with two coats of Sherwin Williams Pro Industrial DTM Acrylic Semi-Gloss, B66W011__. Color to match existing.

01 11.3. Locat ion: Defense Finance & Account ing Services (DFAS), 325 Brooks

Rd, Rome NY 13441.

01 14. Work Restrict ions:

01 14.1. Working Hours: The regular hours of work for Defense Finance & Account ing Services and Rome Research Si te are f rom 0700 to 1600 hours , Monday through Friday, excluding Federal hol idays. The government may restr ic t access to work si tes to these hours and days. The contractor shal l consider a l l o ther hours non- regular t ime. The contractor shal l request the CO at least 48 hours in advance of any work performed during non-regular hours .

01.14.1.1. Legal Holidays: DFAS and Rome Research Si te recognizes the fol lowing legal hol idays:

New Year’s Day 1 January Mart in Luther King’s Bir thday Third Monday in January President’s Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day Firs t Monday in September Columbus Day Second Monday in October Veteran’s Day 10 November Thanksgiving Day Fourth Thursday in November Chris tmas Day 25 December

01 14.2. Work Condi t ions: The Contractor is required to protect persons and property throughout the progress of the project . The work area is to be fenced-in or marked-off to prevent the ent rance of unauthor ized personal .

The work area wil l be kept c lean of al l debris a t a l l t imes. All f lammables and combust ibles s tored on-si te must be kept in a designated s torage area and an approved locker for f lammables , both of which are approved by the Contract ion Off icer or his designated representat ive.

01 14.3. Schedul ing Work:

(a) Before any of the work is in i t ia ted , the Contractor shal l confer with the

Contract ing Off icer or his representat ive(s) and agree on a sequence of procedures; means of access to premises and bui ldings; space for s torage of mater ials and equipment; del ivery of mater ia ls and use of approaches;

use of corr idors , s ta i rways, e levators , and s imilar means of communicat ions; the locat ion of par t i t ions.

(b) Del ivery of mater ials and equipment shal l be made with a minimum interference to Government operat ions and personnel .

(c) The work shal l , so far as pract icable , be done in def in i te sect ions or divis ions and confined to l imited areas which shal l be completed before work in other sect ions or d ivis ions is begun.

01 14.4. Contractor Storage: A sui table outs ide s torage area shal l be provided to the contractor by the Contract ing Off icer . Securi ty shal l be the responsibi l i ty of the contractor . The contractor shal l keep the s torage area neat , orderly and clear of a l l debris . The contractor shal l not a l low trash or o ther debris to scat tered f rom his area by wind or other means.

01 33 Submittal Procedures: Submit tals wil l be required on mater ials used . Each submit tal shal l include informat ion as descr ibed in the technical specif icat ions or as shown on the drawings. Al l submit ta ls shal l include a Mater ia l Approval Submit ta l AF3000 cover sheet . I f , a t any t ime during the durat ion of this contract , the contractor desi res to change mater ials f rom those or iginal ly approved, his new mater ials shal l be resubmit ted to and approved by the Contract ing Off icer pr ior to incorporat ion into the project .

01 35 Special Procedures:

01 35.1. Safety : The contractor shal l comply with al l safety and heal th requirements necessary for the protect ion of personnel , faci l i t ies and equipment including, but not l imited to , the Occupat ional Safety and Heal th Act (OSHA) (Publ ic Law 91-596) and al l appl icable OSHA standards, while performing this contract a t DFAS and the Air Force Research Laboratory (AFRL), Rome Research Si te (RRS), Rome NY. I t i s the contractor’s sole responsibi l i ty to make cer ta in that a ll safety requirements are met . The Contractor is responsible for compliance with al l Federal , Air Force, and State safety and heal th regulat ions and is subject to DFAS safety , Air Force safety , and OSHA while working at DFAS and Rome Research Si te .

A. Mainta in a wri t ten safety program for compliance with the appl icable

OSHA standards, and make said program avai lable for review by the Government upon request by the Contract ing Off icer .

B. In the event of a mishap, or a “near miss”, during the performance of this contract a t AFRL RRS, not i fy the Contract ing Off icer or the DET 4 Safety Off ice in an expedi t ious manner . Wri t ten not i f icat ion shal l be provided to the Contract ing Off icer (who wi l l forward a copy to the DET 4 Safety Off ice) within 72 hours and shal l include the fo l lowing information Air Force Form 978 Supervisors Mishap Report may be used):

1 . Contract , Contract number , Name and Ti t le of Person(s) Report ing

2. Date, Time and exact locat ion of accident / incident 3 . Detai led narrat ive of accident / incident (events leading to accident / incident) 4 . Cause of accident / incident ( i f known)

5. Type of injur ies resul t ing from the accident / incident and est imated cost of accident / incident (materia l and labor to replace/repair) 6 . Nomenclature of equipment involved in accident / incident 7 . Personnel involved in accident / incident 8 . Correct ive Act ions ( taken or proposed)

9. Other per t inent information

01 35.2. Fire Protect ion: The Contractor shal l perform al l work in a f i re-safe manner in accordance with f i re prevent ion s tandards of DFAS and Rome Research Si te . The Contractor shal l have an approved f i re ext inguisher at the s i te a t a l l t imes during working operat ions. Halon and CO2 type f i re ext inguishers are not authorized for use. The Contractor wil l cal l the Ci ty of Rome Fire Department , 315-339-7784, before working with any f lame or spark producing equipment such as torches, gr inders , or welders . The Contractor shal l contact RIOC Contract Representat ive for approval of the contractor’s safe ty measures and to obtain a “Burn Permit” for th is type of work.

01 35.3 Securi ty Procedures:

A. The work to be done on th is project is located in and around areas that are under the scrut iny of the Department of Defense Pol ice ass igned to the RRS Information Directorate . To gain access to the area to examine the work to be done for job est imat ion purposes; arrangements must be made through the Contract ing Off ice . Contractor personnel wil l be escorted in to the area for the purpose of project es t imat ion.

B. When i t has been determined which Contractor wil l accomplish the project a RRS Visi t Request f rom the company, preferably on Company let terhead, wil l be necessary pr ior to in i t ia l work commencement . The Vis i t Request form needs to be s igned by the Company President or Director of Human Resources . The Visi t Request form wil l a lso be used as the Entry Authori ty Lis t . The Contractor wil l supply the Visi t Request to Securi ty (AFRL/IFOF) through the Contract ing Off ice. The Visi t Request can be done via RRS Visi t Request Form, AFMC Form 97 (found on the AFRL web page, ht tps: / / r lweb.r l .af .mi l /securi ty /) or a s imple Company Let terhead le t ter ident i fy ing al l personnel who wil l be employed during the work. The request wi l l contain a fu l l name to include a middle ini t ia l (Frank A. Dude) , date of b ir th (14 Dec 1953) , s ta te of dr iver’s l icense issuance and place of bir th (Aust in , Texas) . This informat ion wil l be used to do a Local Fi les Check. This check wi l l provide Drivers License Info, Wants & Warrants and Protect ion Orders and wil l a lso provide information on I l legal Immigrat ion and suspected terror is t aff i l ia t ions. The Local Fi les Check wil l a lso be accomplished prior to work commencing. I f the individual is not a US Cit izen they wil l not be al lowed with in the complex or faci l i t ies . I f , the individual i s not a US Cit izen but has a Green Card, Form I-551 or has the I -551 s tamp on thei r passport , Securi ty wil l need to see ei ther one. There wil l be no foreign nat ional workers a l lowed on the Rome Research Si te . For work a t DFAS, and addi t ional Form SF 85 must be submit ted for each contractor working in the faci l i ty .

C. Provide the Company’s phone number and a Project Leaders or

Supervisor /Foremen cel l -phone number is necessary for the Law Enforcement Desk Sergeant .

D. All faci l i t ies are entered using a magnet ic media entry badge. Any personnel such as Supervisor /Foremen or Project Leaders who may need bui lding access for meet ings e tc , during contract per iod, can acquire a Local Contractor Entry Badge through the Divis ion/Branch with oversight of the work. This wi l l be accomplished with the RRS Form 110 (Unescorted Visi tor Badge) . The Securi ty Visi tat ion Office is located in the lobby of Bldg 3, West Wing. This badge wil l be worn at a l l t imes with in the faci l i ty . These badges wil l be returned to the Contract ing Off icer’s Technical Representat ive upon complet ion of the f inal inspect ion and Acceptance of Work. Any badges lost dur ing the per iod of work wil l be reported to Securi ty as soon as possible .

E. Access to the RRS Complex is control led by a Main Gate on Brooks Rd, located jus t west of the Otis & Brooks intersect ion. Ident i f icat ion for the contractor to enter with a vehicle wil l be an access l is t supported by the electronic badge issued. All commercial vehicles enter ing the gate wil l be searched. One-t ime del iver ies can be escorted from the gate to del ivery point by project personnel .

F. All commercial vehicles are searched prior to entry into the RRS Complex.

Vehicle operators wi l l be aware of the vehicle search pul l -off area pr ior to approaching the Main Gate. A search of the vehicle wil l be conducted pr ior to i t s ent ry . All vehicles not needed for del ivery of equipment or tools wil l be parked in the v is i tor parking area unless c leared through Securi ty . There are No vehicles al lowed with in 25 meters (80 f t ) of the RRS faci l i t ies .

G. Al l personnel should be aware that the Rome Research Si te is Property of the United Sta tes Air Force. All personnel wil l fol low al l posted s ignage.

H. Contractor personnel wil l be not i f ied by RRS Pol ice of any emergencies which would require an evacuat ion or work stoppage, such as an increase in the Force Protect ion Condi t ion.

I . Bui lding/Room Keys: I f the contractor needs access to area(s) that are locked ( i .e . mechanical rooms, jani tor’s c loset , e tc . ) , a request for entry of a t least 2 working days pr ior to the need for access wi l l be submit ted to AFRL/IFOC const ruct ion representat ive. The area(s) wil l be provided on a dai ly basis . The area(s) wil l be locked down at the end of the days work.

J . Dumpsters : Per UFC 04-010-02, All construct ion dumpsters shal l be located no less than 25 meters f rom any faci l i ty , unless otherwise approved by RRS Securi ty . All dumpster locat ions wil l be reviewed and evaluated on a case by case basis .

K. The 24 hour Desk Sgt can be reached at 330-2961.

01 41 Regulatory Requirements: Al l work shal l be performed in s t r ic t accordance with the contract Drawing, the Statement of Work and Divis ions 01 through 48 of the Unif ied Faci l i t ies Guide Specif icat ions (UFGS). These guide speci f icat ions are avai lable from the Construct ion Cri ter ia Base on the WBDG web si te;

h t tp: / /www.wbdg.org/ffc /dod/unif ied-faci l i t ies-guide-specif icat ions-ufgs

01.41.1. Construct ion Requirements: The design shal l conform to funct ional and descr ipt ive data as found in the most current issues of the fol lowing publ icat ions, as wel l as other ci ted elsewhere within the Statement of Work:

(1) Air Force Handbook 32-1084, Standard Faci l i ty Requirements Handbook.

(2) Nat ional Elect r ic Code

(3) Nat ional Fire Protect ion Associat ion (NFPA) Life Safety Code NFPA 101

(4) Nat ional Plumbing Code

(5) In ternat ional Bui lding Code (I .B.C.)

(6) Uniform Federal Accessib i l i ty Standards

(7) American Nat ional Standards Inst i tute (ANSI): American National Standard for Bui ldings and Faci l i t ies - Providing Accessibi l i ty and Usabi l i ty for Physical ly Handicapped People

(8) AFI 32-1032, Programming Civi l Engineer ing Resources .

(9) Other project -specif ic Federal Standards (FED STD), a . Unif ied Faci l i t ies Cri ter ia (UFC):

ht tp: / /www.wbdg.org/ccb/browse_cat .php?o=29&c=4

b. DoD Unif ied Design Guidance:

ht tp: / /www.wbdg.org/ccb/browse_cat .php?o=29&c=79 c . Mil i tary Handbooks (MIL HNDBK), Technical Manuals , AF Manuals :

ht tp: / /www.wbdg.org/ccb/browse_cat .php?o=33&c=127

d. Engineering Technical Let ters (ETLs):

ht tp: / /www.wbdg.org/ccb/browse_cat .php?o=33&c=125 e . Regulat ions and/or Federal Specif icat ions (FED SPECs) that shal l be ci ted as appl icable in the Statement of Work (SOW) for each individual project Del ivery Order (DO).

I f there i s a confl ic t between these codes, regulat ions and speci f icat ions, the most s t r ingent requirements shal l apply at a l l t imes.

01.41.2. Exis t ing Faci l i t ies : The exist ing dimensions and locat ions shown on the appl icable drawings are for approximation purposes only . Fai lure to ver i fy the dimensions and locat ions wil l be at the contractor’s r i sk and shal l not rel ieve the contractor f rom accomplishing the work required by the contract a t the pr ice awarded by the government .

01.41.3. Green Procurement Requirements : The Contractor shal l comply with the

Uni ted States Environmental Protect ion Agency Comprehensive Procurement Guidel ines (CPG).

A. The EPA's l is t of designated products grouped into 8 categories and the accompanying recycled-content recommendations l is ted below:

ht tp: / /www.epa.gov/cpg/products .htm

1 . Construct ion Products 2 . Landscaping Products 3 . Non-paper Off ice Products 4 . Paper and Paper Products 5 . Park and Recreat ion Products 6 . Transportat ion Products 7 . Vehicular Products 8 . Miscel laneous Products

B. The contractor i s required to complete a Green Procurement Program

(GPP) Statement or the Recovered Mater ia l Determinat ion Form (RMDF) pr ior to beginning construct ion. The contractor submits the completed form to Contract ing, who wil l then forward the completed form to Civi l Engineering for concurrence and f i l ing .

01.41.4. Inspect ion: Inspect ion of work by the Government wil l normally be accomplished along with the work as i t progresses . At the discret ion of the Contract ing Off icer , inspect ion may be directed at the complet ion of var ious phases of the work pr ior to ini t ia t ion of any fur ther work. The Contractor shal l not i fy the Contract ing Off icer ' s Technical Representat ive that a phase wi l l be complete a t least 3 days in advance of the complet ion of each phase to be inspected.

SECTION TABLE OF CONTENTS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 24 00

EXTERIOR INSULATION AND FINISH SYSTEMS

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION AND REQUIREMENTS

1.2.1 System Requirements and Tests

1.2.1.1 Water Penetrat ion

1.2.1.2 Wind Load

1.2.1.3 Full scale or intermediate scale f i re tes t

1.2.1.4 Mock-Up Instal lat ion of EIFS

1.2.2 Component Requirements and Tests

1.2.2.1 Surface Burning Character is t ics

1.2.2.2 Radiant Heat

1.2.2.3 Impact Resis tance

1.2.3 Sub-Component Requirements and Tests

1.2.3.1 Abrasion Resis tance

1.2.3.2 Accelerated Weather ing

1.2.3.3 Mildew Resis tance

1.2.3.4 Sal t Spray Resis tance

1.2.3.5 Water Resis tance

1.2.3.6 Absorpt ion-Freeze/Thaw

1.2.3.7 Sample Boards

1.2.4 Moisture Analysis

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Qualif icat ions of EIFS Manufacturer

1.4.2 Qualif icat ion of EIFS Instal ler

1.4.3 Qualif icat ion of Sealant Appl icator

1.4.4 Qualif icat ions of Third Par ty Inspector

1.4.5 Insulat ion Board-

1.4.6 Pre-Instal la t ion Conference

1.5 DELIVERY AND STORAGE

1.6 ENVIRONMENTAL CONDITIONS

1.7 WARRANTY

PART 2 PRODUCTS

2.1 PRODUCT SUSTAINABILITY CRITERIA

2.1.1 Recycled Content for Insulat ion Mater ials

2.1.2 Recycled Content for Metal System Accessor ies

2.2 COMPATIBILITY

2.3 SHEATHING BOARD

2.3.1 Fiber Reinforced Cement Sheathing Board

2.3.2 Glass Mat Gypsum Sheathing Board

2.4 ADHESIVE

2.5 LATHING AND FURRING

2.6 MECHANICAL FASTENERS

2.7 THERMAL INSULATION

2.7.1 Manufacturer ' s Recommendat ions

2.7.2 Insulat ion Board

2.8 BASE COAT

2.9 PORTLAND CEMENT

2.10 REINFORCING FABRIC

2.11 FINISH COAT

2.12 SEALANT PRIMER

2.13 ACCESSORIES

2.14 JOINT SEALANT

2.15 BOND BREAKER

2.16 BACKER ROD

PART 3 EXECUTION

3.1 EXAMINATION

3.2 SURFACE PREPARATION

3.3 INSTALLATION

3.3.1 Sheathing Board

3.3.2 Insulat ion Board

3.3.2.1 Mechanical ly Fastened Insulat ion Boards

3.3.2.2 Adhesively Fastened Insulat ion Boards

3.3.3 Base Coat and Reinforcing Fabric Mesh,

3.3.3.1 Class PB Systems

3.3.3.2 Class PM Systems

3.3.4 Finish Coat

3.4 JOINT SEALING

3.4.1 Surface Preparat ion, Backer Rod, and Primer

3.4.2 Sealant

3.5 FIELD QUALITY CONTROL

3.5.1 Third Party Inspect ion

3.5.2 Inspect ion Check Lis t

3.6 CLEANUP

- - End of Sect ion Table of Contents –

SECTION 07 24 00

EXTERIOR INSULATION AND FINISH SYSTEMS

1 .1 REFERENCES

The publ icat ions l is ted below form a par t of this specif icat ion to the extent referenced. The publ icat ions are referred to with in the text by the basic designat ion only .

ASTM INTERNATIONAL (ASTM)

ASTM B117 (2016) Standard Pract ice for Operat ing

Sal t Spray (Fog) Apparatus

ASTM C1177/C1177M (2013) Standard Specif icat ion for Glass

Mat Gypsum Subst ra te for Use as Sheathing

ASTM C1186 (2008; R 2012) Standard Specif icat ion for

Fla t Non-Asbestos Fiber Cement Sheets

ASTM C1278/C1278M (2007a; R 2015) Standard Specif icat ion for

Fiber-Reinforced Gypsum Panel

ASTM C1325 (2014) Standard Specif icat ion for Non-

Asbestos Fiber-Mat Reinforced Cement Substra te Sheets

ASTM C150/C150M (2016; E 2016) Standard Specif icat ion for Port land Cement

ASTM C473 (2015) Physical Test ing of Gypsum Panel

Products

ASTM C578 (2015b) Standard Specif icat ion for Rigid, Cel lular Polystyrene Thermal Insulat ion

ASTM C67 (2014) Standard Test Methods for Sampling and Test ing Brick and Structural Clay Ti le

ASTM C847 (2014a) Standard Specif icat ion for Metal

Lath

ASTM C920 (2014a) Standard Specif icat ion for

Elastomeric Joint Sealants

ASTM D2247 (2015) Test ing Water Resis tance of

Coat ings in 100% Relat ive Humidi ty

ASTM D3273 (2016) Standard Test Method for Resis tance to Growth of Mold on the Surface of In ter ior Coat ings in an Environmental Chamber

ASTM D968 (2015) Abrasion Resis tance of Organic

Coat ings by Fal l ing Abrasive

ASTM E136 (2016) Behavior of Mater ia ls in a Vert ical

Tube Furnace at 750 Degrees C

ASTM E2098/E2098M (2013) Determining Tensi le Breaking

Strength of Glass Fiber Reinforcing Mesh for Use in Class PB Exter ior Insulat ion and Finish Systems (EIFS) af ter Exposure to a Sodium Hydroxide Solut ion

ASTM E2486 (2006) Standard Test Method for Impact

Resis tance of Class PB and PI Exter ior Insulat ion and Finish Systems (EIFS)

ASTM E2570/E2570M (2007; R 2014; E 2014) Standard Test

Methods for Evaluat ing Water-Resis t ive Barr ier (WRB) Coat ings Used under Exter ior Insulat ion and Finish Systems (EIFS) or EIFS with Drainage

ASTM E330/E330M (2014) Structural Performance of Exter ior

Windows, Doors , Skyl ights and Curtain Wal ls by Uniform Stat ic Air Pressure Difference

ASTM E331 (2000; R 2016) Standard Test Method for

Water Penetrat ion of Exter ior Windows, Skyl ights , Doors , and Curtain Walls by Uniform Stat ic Air Pressure DifferenceASTM E695 (2003; R 2015; E 2015) Measuring Relat ive Resis tance of Wal l , Floor , and Roof Construct ion to Impact Loading

ASTM E84 (2016) Standard Test Method for

Surface Burning Character is t ics of Bui lding Mater ia ls

ASTM G153 (2013) Operat ing Enclosed Carbon Arc

Light Apparatus for Exposure of Nonmetal l ic Mater ia ls

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) In ternat ional Bui lding Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 268 (2012) Standard Test Method for

Determining Igni t ib i l i ty of Exter ior Wall Assemblies Using a Radiant Heat Energy Source

NFPA 285 (2012) Standard Fire Test Method for

Evaluat ion of Fire Propagat ion Character is t ics of Exter ior Non- Load-Bearing Wal l Assemblies Containing Combust ible Components

1 .2 SYSTEM DESCRIPTION AND REQUIREMENTS

The exter ior insula t ion and f inish system (EIFS) must be a job-fabricated , drainable , exter ior wal l covering consis t ing of sheath ing, insula t ion board, re inforcing fabric , base coat , f in ish coat , adhesive and mechanical fas teners as appl icable. The system components must be compat ible with each other and with the substrate as recommended or approved by, and the products of , a s ingle manufacturer regular ly engaged in furnishing Exter ior Insulat ion and Finish Systems. Al l mater ials must be instal led by an appl icator approved by the system manufacturer . EIFS must be Class PB and must be a matching color and a matching f inish.

1 .2 .1 System Requirements and Tests

The system must meet the performance requirements as verif ied by the tests l i s ted below. Where a wal l system of s imi lar type, s ize , and design as specif ied for this project has been previously tes ted under the condi t ion speci f ied herein, the resul t ing tes t reports may be submit ted in l ieu of job specif ic tests .

1 .2 .1 .1 Water Penetrat ion

Test the system for water penetrat ion by uniform stat ic a i r pressure in accordance with ASTM E331. There must be no penetrat ion of water beyond the plane of the base coat /EPS board interface af ter 15 minutes at 6 .4 psf , or 20 percent of posi t ive design wind pressure , whichever is greater .

1 .2 .1 .2 Wind Load

Test the system for wind load by uniform stat ic a ir pressure in accordance with ASTM E330/E330M (procedure A) to a minimum pressure of [ ] psf .

There must be no permanent deformation, delaminat ion, or o ther deter iorat ion.

1 .2 .1.3 Ful l scale or intermediate scale f i re tes t

Conduct wal l f i re tes t using apparatus , specimen, performance cr i ter ia , and procedure in accordance with NFPA 285 when required by ICC IBC 2603.5.5.

The fol lowing requirements must be met :

a. No vert ical spread of f lame with in core of panel f rom one s tory to the next .

b . No f lame spread over the exter ior surface.

c . No vert ical f lame spread over the inter ior surface from one s tory to the next .

d . No s ignif icant la teral spread of f lame from compartment of f i re or igin to adjacent spaces.

1 .2 .1 .4 Mock-Up Instal la t ion of EIFS

NA.

1 .2 .2 Component Requirements and Tests

The components of the system must meet the performance requirements as ver i f ied by the tests l is ted below.

1 .2 .2 .1 Surface Burning Character is t ics

Conduct ASTM E84 tes t on samples consis t ing of base coat , re inforcing fabr ic , and f inish coat . Cure for 28 days. The f lame spread index must be 25 or less and the smoke developed index must be 450 or less .

1 .2 .2 .2 Radiant Heat

The system must be tes ted in accordance wi th NFPA 268 on both the minimum and maximum thickness of insulat ion intended for use with no igni t ion during the 20-minute per iod.

1 .2 .3 Sub-Component Requirements and Tests

Unless otherwise s ta ted, the test specimen must consist of reinforcing mesh, base coat , and f inish coat appl ied in accordance with manufacturer ' s pr in ted recommendat ions to the insulat ion board to be used on the bui ld ing . For mildew res is tance, only the f inish coat i s appl ied onto glass s l ides for tes t ing.

These specimen must be sui tably s ized for the apparatus used and be al lowed to cure for a minimum of 28 days pr ior to tes t ing.

1 .2 .3 .1 Abrasion Resis tance

Test in accordance with ASTM D968, Method A. Test a minimum of two spec imens . After tes t ing, the specimens must show only very s l ight smoothing, with no loss of f i lm integr i ty af ter 500 l i ters 132 gal lons of sand.

1 .2 .3 .2 Accelerated Weather ing

Test in accordance with ASTM G153, Cycle 1 . After 2000 hours specimens must exhibi t no vis ible cracking, f laking, peel ing, b l is ter ing, yel lowing, fading, or other such deter iorat ion.

1 .2 .3 .3 Mildew Resis tance

Test in accordance with ASTM D3273. The specimen shal l consis t of the f inish coat mater ial , appl ied to clean 3 inch by 4 inch glass s l ides and must be al lowed to cure for 28 days. After 28 days of exposure, the specimen must not show any growth.

1 .2 .3 .4 Sal t Spray Resis tance

Test in accordance with ASTM B117. The specimen must be a minimum of 4 inch by 6 inch and must be tes ted for a minimum of 300 hours . After exposure, the specimen must exhibi t no observable deter iora t ion, such as chalking, fading , or rust s ta in ing.

1 .2 .3 .5 Water Resis tance

Test in accordance with ASTM D2247. The specimen must be a minimum of 4 inch by 6 inch. After 14 days, the specimen must exhibi t no cracking, checking, crazing, erosion, b l is ter ing, peel ing, or delaminat ion.

1 .2 .3 .6 Absorpt ion-Freeze/Thaw

Class PB systems must be tes ted in accordance with ASTM E2570/E2570M for 60 cycles of f reezing and thawing. After tes t ing, the specimen must exhibi t no cracking, checking, or spl i t t ing, and negl ig ible weight gain. Class PM systems must be tested in accordance wi th ASTM C67 for 50 cycles of f reezing and thawing. After tes t ing, the specimens must exhibi t no cracking or checking and have negl ig ible weight gain .

1 .2 .3 .7 Sample Boards

Unless otherwise s ta ted, provide sample EIFS Component 12 by 24 inches, on sheath ing board, including f inish color and texture , typical join ts and sealant .

I f more than one color , f in ish, or pat tern i s used, provide one sample for each.

The test specimen must consis t of re inforcing mesh, base coat , and f inish coat appl ied in accordance with manufacturer ' s pr inted recommendat ions to the insulat ion board to be used on the bui ld ing.

1 .2 .4 Mois ture Analysis

Perform a job specif ic vapor t ransmission analysis based on project specif ic cl imate and specif ied wall components and mater ials . Indicate the temperatures and rela t ive humidi t ies for the inside and outs ide of the bui lding; a complete l is t ing of the bui ld ing components , their thickness , thermal resis tance and permeance, as wel l as bui lding locat ion and use. I f a mathematical model was used for the analysis , include the name of the model and the suppl ier /developer .

1 .3 SUBMITTALS

EFIS Manufacturer’s mater ia l information

1 .4 ENVIRONMENTAL CONDITIONS

a . Do not prepare mater ia ls or apply EIFS during inclement weather unless appropriate protect ion is provided. Protect ins ta l led mater ials f rom inclement weather unt i l they are dry .

b . Apply sealants and wet mater ia ls only a t ambient temperatures of 40 degrees F or above and r is ing, unless supplemental heat is provided . The system must be protected f rom inclement weather and maintain this temperature for a minimum of 24 hours af ter insta l la t ion.

c . Do not leave insulat ion board exposed to sunl ight af ter instal la t ion.

2 .1 PRODUCT SUSTAINABILITY CRITERIA

For products in this sect ion, where appl icable and to extent a l lowed by performance cr i ter ia , provide and document the fol lowing:

2 .1 .1 Recycled Content for Insulat ion Mater ials

Provide insulat ion mater ials meet ing the recycled content requirements as s ta ted with in this sect ion and provide documentat ion in accordance wi th Sect ion 01 33 29 SUSTAINABILITY REPORTING paragraph RECYCLED CONTENT.

2 .1 .2 Recycled Content for Metal System Accessor ies

Provide metal system accessor ies meet ing the recycled content requirements as s ta ted with in this sect ion and provide documentat ion in accordance with Sect ion 01 33 29 SUSTAINABILITY REPORTING paragraph RECYCLED CONTENT.

2 .2 COMPATIBILITY

Provide al l mater ials compatible with each other and with the substrate , and as recommended by EIFS manufacturer .

2 .3 SHEATHING BOARD

2.3.1 Fiber Reinforced Cement Sheathing Board

a . Meet ASTM C1186, Type A, Grade I , or .

b . Meet ASTM C1325, Type A, Flexural Strength [ ] c . Non-combust ible per ASTM E136.

d . Nai l Pul l Resis tance: No less than 120 lb when tes ted in accordance with ASTM C473.

e . Thickness no less than 1/2 inch.

f . Water Absorpt ion not to exceed 17 percent .

2 .3 .2 Glass Mat Gypsum Sheathing Board a . Conform to ASTM C1177/C1177M; or .

b . ASTM C1278/C1278M, Water Resis tant Exter ior Type only c . F lexural Strength [ ] d . Nai l Pul l Resis tance: No less than 120 lb when tes ted in accordance with ASTM C473.

2 .4 ADHESIVE

Manufacturer ' s s tandard product , including pr imer as required, must be compat ible with substrate and insulat ion board to which the system is appl ied.

2 .5 LATHING AND FURRING

Conform to ASTM C847, 2 .5 lb /sqyd, self - furr ing, galvanized.

2 .6 MECHANICAL FASTENERS

Corrosion resis tant and as approved by EIFS manufacturer . Select fastener type and pat tern based on appl icable wind loads and substrate into which fas tener wil l be a t tached, to provide the necessary pul l -out , tensi le , and shear s t rengths .

2 .7 THERMAL INSULATION

2.7.1 Manufacturer ' s Recommendat ions

Provide only thermal insulat ion recommended by the EIFS manufacturer for the type of appl icat ion intended.

2 .7 .2 Insulat ion Board

Insulat ion board must be s tandard product of manufacturer and must be compatible with other systems components . Boards must be factory marked individual ly with the manufacturer ' s name or t rade mark, the mater ia l speci f icat ion number, the R-value at 75 degree F, and th ickness . No layer of insulat ion shal l be less than 3/4 inch th ick . The maximum thickness of al l layers must not exceed 4 inches. Insulat ion Board must be cer t i f ied as aged, in block form, pr ior to cut t ing and shipping, a minimum of 6 weeks by air dry ing, or equivalent .

a . Thermal resis tance: As indicated on drawings.

b . Insulat ing mater ia l : ASTM C578 Type I as recommended by the EIFS manufacturer and t reated to be compatible with o ther EIFS components . Age insulat ion by air dry ing a minimum of 6 weeks pr ior to cut t ing and shipping.

c . Dra inage: Preform channels into the inter ior face of insulat ion board or provide polypropylene drainage la th spacer to provide water drainage system.

2 .8 BASE COAT

Manufacturer ' s s tandard product and compatib le with other systems components .

2 .9 PORTLAND CEMENT

Conform to ASTM C150/C150M, Type I or I I as required , f resh and free of lumps, and approved by the systems manufacturer .

2 .10 REINFORCING FABRIC

Reinforcing fabric mesh must be alkal i - resis tant , balanced, open weave , glass f iber fabr ic made from twisted mult i -end s t rands specif ical ly t reated for compatibi l i ty with the other system mater ials , and comply wi th ASTM E2098/E2098M and as recommended by EIFS manufacturer .

2 .11 FINISH COAT

Manufacturer ' s s tandard product conforming to the requirements in the paragraph on Sub-Component Requirements and Tests . For color consistency, use mater ials f rom the same batch or lot number.

2 .12 SEALANT PRIMER

Non-staining, quick-drying type recommended by sealant manufacturer and EIFS manufacturer .

2 .13 ACCESSORIES

Conform to recommendat ions of EIFS manufacturer , including t r im, edging, anchors , and expansion joints . All metal i tems and fas teners to be corrosion resis tant .

2 .14 JOINT SEALANT

Non-staining, quick-drying type meet ing ASTM C920, as Type S or M, minimum Grade NS, minimum Class 25 and compatible with the f inish system type and grade, and recommended by both the sealant manufacturer and EIFS manufacturer .

2 .15 BOND BREAKER

As required by EIFS manufacturer and recommended by sealant manufacturer and EIFS manufacturer .

2 .16 BACKER ROD

Closed cel l polyethylene f ree from oi l or o ther s ta ining elements and as recommended by sealant manufacturer and EIFS manufacturer . Do not use absorpt ive mater ials as backer rod. The backer rod should be s ized 25 percent larger than the width of the join t .

3 .1 EXAMINATION

Examine substrate and exist ing condi t ions to determine that the EIFS can be instal led as required by the EIFS manufacturer and that a l l work related to the EIFS is properly coordinated. Surface must be sound and free of oi l , loose mater ials or prot rusions which wil l in terfere with the system instal lat ion . I f def ic iencies are found, not i fy the Contract ing Off icer and do not proceed with instal lat ion unt i l the def iciencies are corrected. The substrate must be plane, with no deviat ion greater than 1/4 inch when tes ted with a 10 foot s t ra ightedge.

Determine f la tness, p lumbness, and any other condi t ions for conformance to manufacturer ' s instruct ions.

3 .2 SURFACE PREPARATION

Prepare exis t ing surfaces for appl icat ion of the EIFS to meet f la tness to lerances and surface preparat ion according to manufacturer 's instal lat ion instruct ions but provide a f la tness of not more than 1/4 inch in 10 feet . Provide clean surfaces free of oi l and loose mater ia l without prot rusions adversely affect ing the instal lat ion of the insulat ion board. For adhesively at tached EIFS, exis t ing deter iorated paint must be removed. Due to substrate condi t ions or as recommended by the system manufacturer , a pr imer may be required . Apply the pr imer to exist ing surfaces as recommended by the manufacturer . Use masking tape to protect areas adjacent to the EIFS to prevent base or f in ish coat to be appl ied to areas not intended to be covered with the EIFS. The contractor must not proceed with the instal lat ion unt i l a l l noted defic iencies of the substra te are corrected.

3 .3 INSTALLATION

Instal l EIFS as indicated, comply with manufacturer ' s ins t ruct ions except as otherwise specif ied, and in accordance with the shop drawings. EIFS must be instal led only by an appl icator t ra ined by the EIFS manufacturer . Specif ical ly , include al l manufacturer recommended provis ions regarding f lashing and t reatment of wal l penetrat ions . Any mater ia ls that show visual evidence of biological growth due to the presence of moisture must not be instal led on the bui lding project .

3 .3 .1 Sheathing Board

NA

3 .3 .2 Insulat ion Board

Unless otherwise specif ied by the system manufacturer , p lace the long edge horizontal ly f rom level base l ine. S tagger ver t ical jo ints and in ter lock at corners . But t joints t ight ly . Provide f lush surfaces a t jo ints . Offset insulat ion board joints f rom join ts in sheathing by at least 8 inches. Al ign drainage channels of integral drainage system or provide polypropylene drainage la th space to provide a path for any water weeped from behind the insulat ion to escape wall construct ion. Use L-shaped insulat ion board p ieces at corners of openings. Joints of insula t ion must be but ted t ight ly . Surfaces of adjacent insulat ion boards must be f lush at jo in ts . Gaps greater than 1/16 inch between the insulat ion boards must be f i l led with s l ivers of insulat ion.

Uneven board surfaces with i r regular i t ies project ing more than 1/16 inch must be rasped in accordance with the manufacturer ' s instruct ions to produce an even surface . Attach insulat ion board as recommended by manufacturer . The adhered insulat ion board must be al lowed to remain undis turbed for 24 hours pr ior to proceeding with the instal lat ion of the base coat / re inforcing mesh, or longer i f necessary for the adhesive to dry . However , do not leave insulat ion board exposed longer than recommended by insulat ion manufacturer .

3.3 .2 .2 Adhesively Fastened Insulat ion Boards

Apply insulat ion board using adhesive spread with a notched t rowel to the back of the insulat ion boards in accordance with the manufacturer’s inst ruct ions.

3 .3 .3 Base Coat and Reinforcing Fabric Mesh, 3 .3 .3 .1 Class PB Systems

Allow the adhered insulat ion board to dry for 24 hours , or longer i f necessary , pr ior to proceeding with the instal lat ion of the base coat / reinforcing fabric mesh. Instal l re inforcing fabric in accordance with manufacturer ' s ins t ruct ions. Mix base coat in accordance with the manufacturer ' s ins t ruct ions and apply to insulated wal l surfaces to the thickness specif ied by the system manufacturer and provide any other re inforcement recommended by EIFS manufacturer . Trowel the reinforcing fabric mesh into the wet base coat mater ial . Ful ly embed the mesh in the base coat . When properly worked-in , the pat tern of the reinforcing fabric mesh must not be v is ible . Provide diagonal reinforcement at opening corners .

Back-wrap or edge wrap al l terminat ions of the EIFS. Overlap the reinforcing fabric mesh a minimum of 2 .5 inches on previously instal led mesh, or but ted, in accordance with the manufacturer’s inst ruct ions.

3 .3 .4 Finish Coat

The base coat / re inforcing mesh must be al lowed to dry a minimum of 24 hours pr ior to appl icat ion of the f in ish coat . Surface i r regular i t ies in the base coat , such as t rowel marks, board l ines , re inforcing mesh laps , e tc . , must be corrected pr ior to the appl icat ion of the f inish coat . Apply and level f in ish coat in one operat ion. Obtain f inal texture by t rowels , f loats , or by spray appl icat ion as necessary to achieve the required f inish matching approved sample. Apply the f inish coat to the dry base coat maintaining a wet edge at a l l t imes to obtain a uniform appearance. The th ickness of the f inish coat must be in accordance with the system manufacturer’s current publ ished instruct ions. Apply f in ish coat so that i t does not cover surfaces to which joint sealants are to be appl ied.

3 .4 JOINT SEALING

Seal EIFS at openings as recommended by the system manufacturer . Apply sealant only to the base coat or base coat with EIFS Manufacturer ' s color coa t ing . Do not apply sealant to the f inish coat .

3 .4 .1 Surface Preparat ion, Backer Rod, and Pr imer

Immediately pr ior to appl icat ion , remove loose mat ter f rom join t . Ensure that joint is dry and free of f inish coat , or other foreign matter . Instal l backer rod.

Apply pr imer as required by sealant and EIFS manufac tu rer . Check that jo int width is as shown on drawings but in no case shal l i t be less than 0.5 inch for per imeter seals and 0 .75 inch for expansion joints . The width must not be less than 4 t imes the ant ic ipated movement . Check sealant manufacturer ' s recommendations regarding proper width to depth ra t io .

3 .4 .2 Sealant

Do not apply sealant unt i l a l l EIFS coat ings are ful ly dry . Apply sealant in accordance with sealant manufacturer ' s ins t ruct ions with gun having nozzle that f i t s join t width. Do not use sealant that has exceeded shelf l i fe or cannot be discharged in a cont inuous f low. Completely f i l l the joint so l id ly with sealant without a i r pockets so that ful l contact is made with both s ides of the joint .

Tool sealant with a round instrument that provides a concave profi le and a uniformly smooth and wrinkle f ree sealant sur face . Do not wet tool the jo int with soap, water , or any other l iquid tool ing aid . During inclement weather , protect the joints unt i l sealant appl ica t ion . Use par t icular caut ion in seal ing joints between window and door f rames and the EIFS wal l and at a l l o ther wal l penetrat ions. Clean al l surfaces to remove excess sealant .

3 .5 FIELD QUALITY CONTROL

Throughout the instal la t ion, the contractor must es tabl ish and maintain an inspect ion procedure to assure compliance of the instal led EIFS with contract requirements . Work not in compliance must be removed and replaced or corrected in an approved manner . The inspect ion procedures , f rom acceptance of del iver ies through insta l la t ion of sealants and f inal acceptance must be performed by qual i f ied inspector t ra ined by the manufac turer . No work on the EIFS is a l lowed unless the inspector i s present a t the job s i te .

3 .5 .1 Inspect ion Check Lis t

During the instal la t ion and at the complet ion of instal la t ion, perform inspect ions covering at the minimum al l appl icable i tems enumerated on the a t tached check l is t . The inspector must in i t ia l and date a l l appl icable i tems, s ign the check l i s t , and submit i t to the Contract ing Off icer a t the complet ion of the EIFS erect ion.

3 .6 CLEANUP

Upon complet ion, remove al l scaffold ing, equipment , mater ia ls and debris f rom si te . Remove al l temporary protect ion instal led to faci l i ta te instal lat ion of EIFS.

SECTION TABLE OF CONTENTS

DIVISION 09 – FINISHES

SECTION 09 90 00

PAINTS AND COATINGS

1.1 REFERENCES

1.2 SUBMITTALS

1.3 APPLICATOR'S QUALIFICATIONS

1.3.1 Contractor Qual i f icat ion

1.3.2 SSPC QP 1 Cert i f icat ion

1.4 QUALITY ASSURANCE

1.4.1 Field Samples and Tests

1.4.1.1 Sampling Procedure

1.4.1.2 Test ing Procedure

1.4.2 Textured Wall Coat ing System

1.4.3 Sample Textured Wall Coat ing System Mock-Up

1.4.4 Sustainable Design Cert i f icat ion

1.5 REGULATORY REQUIREMENTS

1.5.1 Environmental Protect ion

1.5.2 Lead Content

1.5.3 Chromate Content

1.5.4 Asbestos Content

1.5.5 Mercury Content

1.5.6 Sil ica

1.5.7 Human Carcinogens

1.6 PACKAGING, LABELING, AND STORAGE

1.7 SAFETY AND HEALTH

1.7.1 Safety Methods Used During Coat ing Applicat ion

1.7.2 Toxic Mater ials

1.8 ENVIRONMENTAL CONDITIONS

1.8.1 Coatings

1.8.2 Post-Applicat ion

1.9 SUSTAINABLE DESIGN REQUIREMENTS

1.9.1 Local /Regional Mater ia ls

1.9.2 Environmental Data

1.10 SCHEDULING

1.11 COLOR SELECTION

1.12 LOCATION AND SURFACE TYPE TO BE PAINTED

1.12.1 Paint ing Included

1.12.1.1 Exter ior Paint ing

1.12.1.2 Inter ior Paint ing

1.12.2 Paint ing Excluded

1.12.3 Mechanical and Elect r ical Paint ing

1.12.3.1 Fire Ext inguishing Sprinkler Systems

1.12.4 Exter ior Paint ing of Si te Work I tems

1.12.5 MISCELLANEOUS PAINTING

1.12.6 Defini t ions and Abbreviat ions

1.12.6.1 Qualif icat ion Test ing

1.12.6.2 Batch Qual i ty Conformance Test ing

1.12.6.3 Coating

1.12.6.4 DFT or df t

1.12.6.5 DSD

1.12.6.6 EPP

1.12.6.7 EXT

1.12.6.8 INT

1.12.6.9 micron / microns

1.12.6.10 mil / mi ls

1.12.6.11 mm

1.12.6.12 MPI Gloss Levels

1.12.6.13 MPI System Number

1.12.6.14 Paint

1.12.6.15 REX

1.12.6.16 RIN

2 .1 MATERIALS

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 Condit ion

3.3.2 Backstops

3.3.3 Primer and Bond Breaker

3.3.4 Ambient Temperature

3.3.5 Exter ior Sealant

3.3.6 Cleaning

3.4 SURFACE PREPARATION

3.4.1 Addit ional Requirements for Preparat ion of Surfaces With Exist ing

Coat ings

3.4.2 Exist ing Coated Surfaces with Minor Defects

3.4.3 Removal of Exist ing Coat ings

3.4.4 Substra te Repair

3.5 PREPARATION OF METAL SURFACES

3.5.1 Exist ing and New Ferrous Surfaces

3.5.2 Final Ferrous Surface Condit ion:

3.5.3 Galvanized Surfaces

3.5.4 Non-Ferrous Metal l ic Surfaces

3.5.5 Terne-Coated Metal Surfaces

3.5.6 Exist ing Surfaces with a Bi tuminous or Mast ic-Type Coat ing

3.6 PREPARATION OF CONCRETE AND CEMENTITIOUS SURFACE

3.6.1 Concrete and Masonry

3.6.2 Gypsum Board, Plas ter , and Stucco

3.6.3 Exist ing Asbestos Cement Surfaces

3.7 PREPARATION OF WOOD AND PLYWOOD SURFACES

3.7.1 New, Exist ing Uncoated, and Exist ing Coated Plywood and Wood

Surfaces, Except Floors:

3.7.2 Wood Floor Surfaces , Natural Finish

3.7.3 Inter ior Wood Surfaces , Stain Finish

3.7.4 Water Blast ing of Exis t ing Coated Wood Surfaces:

3.8 APPLICATION

3.8.1 Coating Applicat ion

3.8.2 Mixing and Thinning of Paints

3.8.3 Two-Component Systems

3.8.4 Coat ing 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

- - End of Sect ion Table of Contents -–

SECTION 09 90 00

PAINTS AND COATINGS

1 .1 REFERENCES

The publ icat ions l is ted below form a par t of this specif icat ion to the extent referenced. The publ icat ions are referred to with in the text by the basic designat ion only .

AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS

(ACGIH)

ACGIH 0100 (2015; Suppl 2002-2016) Documentat ion of the Threshold Limit Values and Bio logica l Exposure Indices

ASTM INTERNATIONAL (ASTM)

ASTM C920 (2014a) Standard Specif icat ion for

Elastomeric Joint Sealants

ASTM D235 (2002; R 2012) Mineral Spir i ts (Petroleum Spir i t s) (Hydrocarbon Dry Cleaning Solvent)

ASTM D4214 (2007; R 2015) Standard Test Method for Evaluat ing the Degree of Chalking of Exter ior Pain t Fi lms

ASTM D4263 (1983; R 2012) Indicat ing Moisture in

Concrete by the Plast ic Sheet Method

ASTM D4444 (2013) Use and Cal ibrat ion of Hand-Held Moisture Meters

ASTM D523 (2014) Standard Test Method for Specular

Gloss

ASTM D6386 (2016) Standard Pract ice for Preparat ion of Zinc (Hot-Dip Galvanized) Coated I ron and Steel Product and Hardware Surfaces for Paint ing

ASTM E2129 (2010) Standard Pract ice for Data

Col lect ion for Sustainabi l i ty Assessment of Bui lding Products

ASTM F1869 (2016) Standard Test Method for Measuring

Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chlor ide

MASTER PAINTERS INSTITUTE (MPI)

MPI 1 (Oct 2009) Aluminum Paint

MPI 10 (Oct 2009) Exter ior Latex, Flat , MPI Gloss

Level 1

MPI 101 (Oct 2009) Epoxy Anti-Corrosive Metal Primer

MPI 107 (Oct 2009) Rust Inhibi t ive Pr imer

(Water-Based)

MPI 108 (Oct 2009) High Build Epoxy Coat ing, Low Gloss

MPI 11 (Oct 2009) Exter ior Latex, Semi-Gloss , MPI

Gloss Level 5

MPI 113 (Oct 2009) Exter ior Pigmented Elastomeric Coat ing (Water Based)

MPI 116 (Oct 2009) Epoxy Block Fi l ler

MPI 119 (Oct 2009) Exter ior Latex, Gloss

MPI 13 (Oct 2009) Exter ior Solvent-Based

Semi-Transparent Stain

MPI 134 (Oct 2009) Galvanized Pr imer (Waterbased)

MPI 16 (Oct 2009) Exter ior Latex-Based Sol id Hide Stain

MPI 161 (Oct 2009) Exter ior W.B. Light Industr ia l

Coat ing, MPI Gloss Level 3

MPI 163 (Oct 2009) Exter ior W.B. Light Industr ia l Coat ing, Semi-Gloss, MPI Gloss Level 5

MPI 164 (Oct 2009) Exter ior W.B. Light Industr ia l

Coat ing, Gloss , MPI Gloss Level 6

MPI 19 (Oct 2009) Inorganic Zinc Rich Primer

MPI 2 (Oct 2009) Aluminum Heat Resis tant Enamel (up to 427 C and 800 F

MPI 21 (Oct 2009) Heat Resis tant Enamel , Gloss (up to 205 degrees C and 400 degrees F) , MPI Gloss Level 6

MPI 22 (Oct 2009) Aluminum Paint , High Heat

(up to 590 degrees C and 1100 degrees F.

MPI 23 (Oct 2009) Surface Tolerant Metal Pr imer

MPI 26 (Oct 2009) Cementi t ious Galvanized Metal Pr imer

MPI 27 (Oct 2009) Exter ior / Inter ior Alkyd Floor

Enamel , Gloss MPI 31 (Oct 2009) Polyurethane, Moisture Cured, Clear Gloss

MPI 4 (Oct 2009) Inter ior /Exter ior Latex Block Fi l ler

MPI 42 (Oct 2009) Latex Stucco and

Masonry Textured Coat ing

MPI 5 (Oct 2009) Exter ior Alkyd Wood Primer

MPI 59 (Oct 2009) Inter ior /Exter ior Floor Enamel , Low Gloss

MPI 6 (Oct 2009) Exter ior Latex Wood Primer

MPI 60 (Oct 2009) Inter ior /Exter ior Latex Floor

Pain t , Low Gloss

MPI 68 (Oct 2009) Inter ior /Exter ior Latex Floor

Enamel , Gloss

MPI 7 (Oct 2009) Exter ior Oil Wood Primer MPI 71 (Oct 2009) Polyurethane, Moisture

Cured, Clear , Flat

MPI 72 (Oct 2009) Polyurethane, Two

Component , Pigmented, Gloss

MPI 77 (Oct 2009) Epoxy Gloss

MPI 79 (Oct 2009) Alkyd Anti-Corrosive

Metal Primer

MPI 8 (Oct 2009) Exter ior Alkyd, Flat , MPI Gloss

Level I

MPI 9 (Oct 2009) Exter ior Alkyd, Gloss , MPI Gloss Level 6

MPI 94 (Oct 2009) Exter ior Alkyd, Semi-Gloss , MPI Gloss Level 5

MPI 95 (Oct 2009) Quick Drying Primer for

Aluminum

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS SP-01 (2000)…