Paint/Coatings Specification

SECTION 9F PAINT/COATINGS SPECIFICATION

PART 1 - GENERAL

1. TABLE OF CONTENTS:

A. Subject Page

1. Table of Contents 9F-1 2. Related Documents 9F-1 3. Scope 9F-2 4. Work Not Included 9F-2 5. Quality Assurance 9F-3 6. Delivery & Storage 9F-4 7. Submittals 9F-4 8. Materials 9F-5 9. Colors 9F-5 10. Color Information for Estimating 9F-6 11. Coverage, Thickness, & Adhesion 9F-6 12. Paint/Coatings Systems; Exterior, Interior 9F-7 13. Painting/Coating Products 9F-32 14. Job Conditions 9F-35 15. Inspection 9F-35 16. Preparation for Painting/Coating-General 9F-36 17. Preparation for Finishing Existing Construction 9F-37 18. Protection 9F-38 19. Application 9F-38 20. Touch Up & Cleaning 9F-38 21. Waste Disposal 9F-39 22. Warranty/Guarantee 9F-39 23. Touch-Up Paint 9F-39 24. Testing 9F-39 A. Pre-approval B. On-site C. Lead D. Battelle Method Test 25. Approved Testing Facilities 9F-40 26. Laboratory Approved Paint/Coatings Products 9F-41 27. Condition Assessment of Ferrous Metal 9F-45 28. QUV Test for PCSB-6 9F-47 29. Form: Contractors Coating Guarantee and Warranty 9F-48 30. Form: Manufacturers Coating Guarantee and Warranty 9F-52

2. RELATED DOCUMENTS

A. The Bidding Requirements, Contractual Conditions and General Requirements of Division One shall apply to all work hereunder.

Rev: 09/11/07 Page 9F-1 3. SCOPE

A. Work required under this Section consists of all necessary services, tools, equipment, material and labor required to do all painting work called for, scheduled or reasonably implied by the Drawings and/or by these specifications.

B. The Paint/Coatings Contractor shall examine the Specifications and shall thoroughly familiarize himself with all provisions regarding painting; he shall understand that all surfaces that are left unfinished by the requirements of other Sections shall be painted under this Section and shall be in addition to shop and mill coats, priming and field coats specified in other Sections.

C. Paint, painting, painting work: As used herein, the term(s) shall mean all coating systems not specifically described in other Sections of these Specifications or which are not explicitly excluded from this Section, including primers, emulsions, enamels, sealers, fillers, and finishing coats.

D. Paint all exposed surfaces whether or not materials are designed in "schedules" except where unfinished "natural" finish of material is obviously intended or specifically noted as surface not to be painted. Where items are surfaces not specifically mentioned, paint these the same as adjacent similar materials or areas. If color or finish is not designated, the Architect will select such from standard colors available for materials systems specified.

E. Items also to be painted include (but are not limited to):

1. Roof top equipment (A.C. units, fans, vents, etc. -- except plumbing vents). 2. Door closers. 3. Galvanized metal exposed to view. 4. Work referenced in this Scope and in the Painting Schedule of these Specifications. 5. Grilles and vents which occur indoors (except aluminum). 6. Miscellaneous metals, such as ladders, access doors.

4. WORK NOT INCLUDED IN THIS TRADE SECTION

A. Following categories of work are not included as part of painter-applied finish work:

1. Shop priming: Shop priming of all metal items in various Sections of this projects specifications are to be prepared and primed according to the appropriate sections of Section 9F, Paint/Coatings. This includes, but is not limited to Ferrous Metal, Structural Steel, Hollow Metal Work, Miscellaneous Metals, Electrical, Mechanical and similar items

2. Pre-finished items: Except where specifically called for otherwise, do not include painting when full factory-finishing or installer-finishing is specified for such items (but not limited to): Toilet partitions, acoustical materials, finished mechanical and electrical equipment such as light fixtures, panels, switch gear, motors, pumps, air handling equipment, and the like.

3. Concealed surfaces: Unless otherwise specifically called for, finish painting is not called for on surfaces above ceilings, behind walls or partition surfacing, nor in inaccessible areas, foundation spaces and duct shafts.

Rev: 09/11/07 Page 9F-2 4. Finished metal surfaces: Finished metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished metal materials will not require finish paint.

5. Operating parts: Do not paint any moving parts of operating units, mechanical and electrical parts such as valve and damper operators, linkages, sensing devices, motor and fan shafts. Do not paint over fire labels, code required labels, equipment identifications, performance ratings, name or nomenclature plates.

6. Painting of pipe work and supports as covered under Sections 15A Supplementary Provisions Mechanical and Section 16A Supplemental Provisions Electrical.

5. QUALITY ASSURANCE

A. This Paint/Coatings Contractor shall remove and redo or otherwise correct (in a manner approved by the Project Architect) all work under this Section which peels, crazes, blisters, fails to adhere or otherwise fails to properly serve its intended purpose at no additional cost to Owner.

B. This Paint/Coatings Contractor shall be wholly responsible for finish appearance and satisfactory completion of the work under this Section. Therefore, he shall not begin painting work until surfaces and environmental conditions are satisfactory. Commencement of painting work shall imply this Paint/Coatings Contractor's acceptance of surfaces and environmental conditions. If such surfaces or conditions are not satisfactory, this Paint/Coatings Contractor shall notify the General Contractor in writing. Nothing in these Specifications shall be considered as implying less work or a lesser number of coats than necessary to produce first quality work, and, in event a greater amount of work or more coats are required than mentioned in these Specifications, this Paint/Coatings Contractor shall provide such at no additional cost to the Owner.

C. Comply with recommendations of the following national trade organizations who promulgate standards of workmanship:

1. The Steel Structures Painting Council Good Painting Practices Manual. 2. Painting & Decorating Contractor Association's Specification Manual. 3. National Paint & Coatings Association's Painting Practices.

D. All materials mentioned in these specifications are intended to be the manufacturer's "first line" retail product. If reference of a product appears to be other than the intent of the above sentence, notify the Project Architect in writing requesting clarification. If such notification occurs earlier than 10 days prior to bid opening, a written addendum will be issued by the Project Architect.

E. All materials not otherwise specified shall be the manufacturer's best quality.

F. Manufacturer's technical data shall be read and complied with.

G. Except as may be specified otherwise, paint materials shall be applied only at temperatures above 50 degrees Fahrenheit or comply with a more exacting temperature range for each particular paint material as recommended by the manufacturer.

Rev: 09/11/07 Page 9F-3 H. Comply with the minimum Dry Film Thickness (DFT) for each entire system of paint materials based upon multiple thin coats rather than fewer thicker coats.

I. Provide undercoat paint material supplied by same manufacturer as that of finish coat materials. Use only thinners recommended by paint manufacturer and only within manufacturers recommended limits.

J. Where there are no compatible same manufacturer systems, the Contractor shall submit his requested manufacturers data to the Owner's representative for approval. See submittals sections.

6. DELIVERY AND STORAGE

A. Deliver all materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label.

B. Provide labels on each container (or separately) with the following information:

1. Name or title of material, 2. Manufacturer's stock number, 3. Manufacturer's name, 4. Thinning instructions, 5. Surface preparation instructions, 6. Application instructions.

C. Store materials in a safe, dry area adequately protected against fire, explosion or other damage which may be caused by paint materials. Good housekeeping practices shall be enforced.

D. A lockable area or room shall be made available and used for storage of paint materials. Floors and other surfaces of this area shall be adequately protected from damage, and should materials be spilled or damage occur, this Paint/Coatings Contractor shall bear the cost to remedy such. Job site tinting, mixing and thinning shall be done in this area.

7. SUBMITTALS

A. The General Contractor shall submit to the Owner and PA/E written certification from the Material Supplier that the Paint/Coatings which he/she is supplying for this specific project meet these specifications and has not changed since laboratory approval.

B. The General Contractor shall submit to the Owner and PA/E laboratory results prepared by an independent laboratory provided by the material supplier which clearly verify that the Paint/Coatings being supplied for this project meet these specifications.

C. This General Contractor shall submit six (6) copies of manufacturer's technical information and application instructions and three color decks. The manufacturer’s technical information and application instructions shall be submitted by the District manufacturer’s representative through the general contractor directly, who shall

Rev: 09/11/07 Page 9F-4 provide the submittal to the PA/E who will review whether the submittal complies with the intention of the Specifications.

D. Warrantees and Guarantees from the material suppliers shall be executed or a letter from the material suppliers agreeing to provide such Warranties and Guarantees shall be provided to the owner before the purchase of the Paint/Coatings material. Guarantees and Warranties shall be on the form (without modification) provided by the Owner -- copies attached to these specifications.

E. Once the submittal or resubmittal is acceptable, the acceptable submittal shall be presented to the Project Architect, who will review it with the PCSB Inspector, invite his comments and concerns, and then return it to the General Contractor.

F. The submittal shall identify by specification, paragraph number and specific surface which product is submitted for consideration.

G. Samples:

1. This General Contractor shall submit to the Project Architect full color chip lines for color selection (See Subject 9.)

2. This General Contractor shall submit samples of each product to be used. Samples shall be properly dated and identified.

3. Samples are for review by Project Architect for color and texture only. Compliance with other requirements shall remain exclusive responsibility of this General Contractor. The Project Architect shall have full authority to accept or reject colors and textures, without right of appeal by others.

4. Label all samples as to location, type and application.

PART 2 - PRODUCTS

8. MATERIALS

A. Ready-mixed paints, fillers, sealers, primers, and coatings.

1. Only the specific manufacturer’s products listed on the PCSB certified products list (current edition) will be acceptable. See testing pre-approval Subject 24.

9. COLORS

A. The Project Architect shall select all Paint/Coatings material colors shades textures and finishes subject to approval by the Pinellas County School Board. The preset color standard shall be the Nuance Color System by Colwell-General.

B. The Paint/Coatings Supplier shall submit 5 each, 7” x 12” actual brush-out or drawn-down color samples (swatches for each Architect selected color and product).

1. Swatches shall be kept on file by the:

Rev: 09/11/07 Page 9F-5 a. Facilities Planning and Construction Department b. Maintenance Department c. Project Architect/Engineer d. Job Trailer/General Contractor e. Painting/Coating Contractor

C. Each color shall be tinted significantly lighter than the next coat as determined by the PA/E.

D. In the rare occurrence, that the tinted color or the previous coat is more desirable than the finish coat, the Painting/Coating Contractor shall supply 5, 7” x 12” color watches of the tinted color for distribution as indicated above. That color shall be used to paint the facility as directed by the PA/E.

10. COLOR INFORMATION FOR ESTIMATING

A. Project Architect will provide a schedule of colors and finishes as approved by Owner for this project.

B. Number of colors for bidding purposes unless otherwise shown on Drawings:

Interior stain/varnish finishes Limited to 2 Colors for interior Limited to 10 Colors per room or space Limited to 3 Colors per common area Limited to 5

C. Color strength for estimating unless otherwise shown on Drawings:

Light paint hues: 80% of areas Medium paint hues: 15% of areas Strong dark paint hues: 5% of areas

D. Approval of the in-place color against approved color chips shall be solely the right and judgment of the Project Architect.

11. COVERAGE, THICKNESS AND ADHESION

A. Minimum of each Paint/Coatings System for each group of primer, intermediate and finish coats is set forth in the Paint/Coatings System, Subject 12 for each type surface to which applied.

B. Such application shall be in sufficient coats to provide full opacity, but in no event shall the Dry Film Thickness (DFT) be less than specified herein.

C. In event the in place DFT is questioned, a suitable dry film thickness gauge shall be used for sample tests. This may require destructive testing in which case it is the responsibility of the Paint/Coatings contractor to repair the affected area.

D. Finished coating system shall pass the ASTM D 3359-Test Method A Adhesion Test.

Rev: 09/11/07 Page 9F-6 12. PAINT/COATINGS SYSTEMS: EXTERIOR, INTERIOR

A. Exterior surfaces fall into six groups. They are;

1. Concrete block surfaces 2. Stucco surfaces 3. Pre-formed non-finished concrete and poured-in-place concrete 4. Galvanized metal 5. Ferrous metal 6. Split/Ground Faced Block and Brick

B. The number of coats set forth in the following paragraphs shall be considered the minimum number of coats required subject to coverage, DFT, manufacturer's recommendations, and end results necessitating a greater number of coats.

C. NEW EXTERIOR SURFACES:

1. CONCRETE BLOCK SURFACES:

2 coats of Block Filler (PCSB-1). When dry, block filler shall have filled all voids, pores and holes in the concrete block with a uniform film. 2 coats of 100% Acrylic Latex Satin Exterior Coating (PCSB-3) to full opacity of 2.0 mils minimum DFT per coat.

2. STUCCO SURFACES:

1 coat of 100% Acrylic Primer (PCSB-2) 1.5 mils minimum DFT

2 coats of 100% Acrylic Latex Satin Exterior Coating (PCSB-3) to full opacity of 2.0 mils minimum DFT per coat.

3. PRE-FORMED NON-FINISHED CONCRETE AND POURED-IN-PLACE CONCRETE SURFACES:

Acid etch with Muriatic Acid 20 Baume to produce a finish similar to 80 grit sandpaper. Rinse entire area with clean water.

1 coat of 100% Acrylic Primer (PCSB-2) 1.5 mils minimum DFT 2 coats of 100% Acrylic Latex Satin Exterior Coating (PCSB-3) to full opacity of 2.0 mils minimum DFT per coat.

4. GALVANIZED METAL:

A. PRIMER ONLY, NO FINISH REQUIRED

1. Surface Preparation - SSPC-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents,

Rev: 09/11/07 Page 9F-7 emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

.2 Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB -16) applied to achieve a 2.0 mils minimum DFT per coat.

3. Field shop primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so that all surfaces have the proper 2.0 mils minimum DFT per coat.

B. SHOP APPLIED PRIMER AND SHOP APPLIED FINISH

To Include Galvanized Doors and Door Frames

1. Surface Preparation - SSPC-SP-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

2. Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve a 2.0 mils minimum DFT per coat.

3. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB 16) so that all surfaces have the proper 2.0 mils minimum DFT per coat.

4. Shop Tie Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 2.0 mils minimum DFT per coat.

5. Shop Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to achieve a 2.0 mils minimum DFT per coat.

C. SHOP APPLIED PRIMER AND FIELD APPLIED FINISH

2. Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve a 2.0 mils minimum DFT.

Rev: 09/11/07 Page 9F-8 3. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so that all surfaces have the proper 2.0 mils minimum DFT per coat.

4. Field Tie Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 2.0 mils minimum DFT per coat.

5. Field Finish - 2 Coats of acrylic urethane gloss (PCSB-13) applied to achieve 2.0 mils minimum DFT per coat.

D. FIELD APPLIED PRIMER AND FIELD APPLIED FINISH

1. Surface Preparation- SSPC-SP-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

3. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC- SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so that all surfaces have the proper 2.0 mils minimum DFT per coat.

4. Field Tie Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 2.0 mils minimum DFT.

5. Field finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to achieve 2.0 mils minimum DFT per coat.

5. FERROUS METAL:

A. PRIMER ONLY, NO FINISH REQUIRED (ALSO HIDDEN STEEL)

2. Surface Preparation - SSPC-SP-6 Commercial Blast Cleaning Removal of mill scale, rust, rust scale, paint or foreign matter by the use of abrasives propelled through nozzles of by centrifugal

Rev: 09/11/07 Page 9F-9 wheels, to the degree specified. Commercial Blast Cleaned Surface Finish is defined as one from which all oil, grease, dirt, rust scale, and foreign matter have been completely removed except for slight shadows, streaks, or discoloration caused by rust stain, mill scale oxides or slight tight residues of paint or coating that may remain; if the surface is pitted slight residues of rust or paint may be found in the bottom of the pits; at least two-thirds of each square inch of surface area shall be free of visible residues and the remainder shall be limited to light discoloration, slight staining or tight residues mentioned above.

3. Shop primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 6.0 mils minimum of DFT.

4. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so all surfaces have the proper 6.0 mils minimum DFT per coat.

B. SHOP APPLIED PRIMER AND SHOP APPLIED FINISH (INTERIOR AND EXTERIOR EXPOSED STEEL)

2. Surface Preparation - SSPC-SP-6 Commercial Blast Cleaning Removal of mill scale, rust, rust scale, paint or foreign matter by the use of abrasives propelled through nozzles of by centrifugal wheels, to the degree specified. Commercial Blast Cleaned Surface Finish is defined as one from which all oil, grease, dirt, rust scale, and foreign matter have been completely removed except for slight shadows, streaks, or discoloration caused by rust stain, mill scale oxides or slight tight residues of paint or coating that may remain; if the surface is pitted slight residues of rust or paint may be found in the bottom of the pits; at least two-thirds of each square inch of surface area shall be free of visible residues and the remainder shall be limited to light discoloration, slight staining or tight residues mentioned above.

3. Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 4.0 mils minimum DFT.

4. Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so all surfaces have the proper 4.0 mils minimum DFT per coat.

5. Shop Tie Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer ( PCSB 16) applied to achieve 2.0 mils

Rev: 09/11/07 Page 9F-10 minimum DFT. Tie primer is to be applied before the finish coat for chemical adhesion

6. Shop Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to full opacity to achieve 2.0 mils minimum DFT per coat.

C. SHOP APPLIED PRIMER AND FIELD APPLIED FINISH (INTERIOR AND EXTERIOR EXPOSED STEEL) Also “Exposed” Structural Steel to Include Ferous Metal Doors and Door Frames

4. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so all surfaces have the proper 4.0 mils minimum DFT.

5. Field Primer - 1 coat of 2 part high build epoxy rust inhibitive primer ( PCSB 13) applied to achieve 2.0 mils minimum DFT.

6. Field Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to achieve 2.0 mils minimum DFT per coat.

D. FIELD APPLIED PRIMER AND FIELD APPLIED FINISH (INTERIOR AND EXTERIOR EXPOSED STEEL)

Rev: 09/11/07 Page 9F-11 1. Surface Preparation- SSPC-SP-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

3. Field Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 4.0 mils minimum DFT.

4. Field Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable build epoxy rust inhibitive primer (PCSB-16) so all surfaces have the proper 4.0 mils minimum DFT per coat.

5. Field Tie Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer ( PCSB 16) applied to achieve 2.0 mils minimum DFT. The tie primer is to be applied before the finish coat for chemical adhesion.

6. NON-FERROUS METAL AND ALUMINUM SYSTEMS

1. Surface Preparation - SSPC-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

2. Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB -16) applied to achieve a 2.0 mils minimum DFT per coat.

3. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3

Rev: 09/11/07 Page 9F-12 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so that all surfaces have the proper 4.0 mils minimum DFT per coat.

3. Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB 16) so that all surfaces have the proper 2.0 mils minimum DFT per coat.

4. Shop Tie Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 2.0 mils minimum DFT.

5. Shop Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to full opacity to achieve a 2.0 mils minimum DFT per coat.

3. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so that all surfaces have the proper 2.0 mils minimum DFT.

4. Field Primer - 1 coat of 2 part recoatable high build epoxy rust inhibitive primer (PCSB-16) applied to achieve 2.0 mils minimum DFT.

5. Field Finish - 2 coats of acrylic urethane gloss (PCSB-13) applied to achieve 2.0 mils minimum DFT per coat.

Rev: 09/11/07 Page 9F-13 D. FIELD APPLIED PRIMER AND FIELD APPLIED FINISH

2. Field Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve a 2.0 mils minimum DFT per coat.

3. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC- SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so that all surfaces have the proper 2.0 mils minimum DFT.

5. Field Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to full opacity to achieve 2.0 mils minimum DFT per coat.

7. SPLIT/GROUND FACED BLOCK - WHERE SCHEDULED.

2 coats of Water Repellent Sealer (PCSB-5) applied in accordance with manufacturers instructions.

EXISTING EXTERIOR SURFACES:

1. CONCRETE BLOCK SURFACES:

1 coat of 100% Acrylic Primer Sealer (PCSB-8) to full opacity. When dry, block filler shall have filled all voids, pores and holes in the concrete block with a uniform film. 2 coats of 100% Acrylic Latex Satin Exterior Coating (PCSB-3) to full opacity to achieve 2.0 mils minimum DFT per coat.

2. STUCCO SURFACES:

1 coat of !00% Acrylic Primer Sealer (PCSB-8) to full opacity 1.5 mils minimum DFT. 2 coats of 100% Acrylic Latex Satin Exterior Coating (PCSB-3) to full opacity to achieve 2.0 mils minimum DFT per coat.

3. PRE-FORMED NON-FINISHED CONCRETE AND POURED-IN-PLACE CONCRETE SURFACES:

Rev: 09/11/07 Page 9F-14 1 coat of 100% Acrylic Primer Sealer (PCSB-8) to full opacity 1.5 mils minimum DFT. 2 coats of 100% Acrylic Latex Satin Exterior Coating (PCSB-3) to full opacity to achieve 2.0 mils minimum DFT per coat.

2. Surface Preparation - SSPC-2 Hand Tool Cleaning and /or SSPC-SP-3 Power Tool Cleaning. a. Hand Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by hand wire brushing, hand sanding, hand scraping, hand chipping or other hand impact tools or by a combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants b. Power Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by Power wire brushes, power impact tools, power grinders, power sanders, or by a combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants. Surfaces should not be buffed or polished smooth.

.3 Surface Preparation- Feather sand edge to smooth surface.

4. Field Spot Prime- All bare metal with 1 coat of Spot Primer for Existing Galvanized, Ferrous and Non Ferrous Metals (PCSB- 17) applied to achieve 3.0 mils of DFT.

5. Full Field Primer- 1 coat of Full Field Primer for Existing Galvanized, Ferrous and Non Ferrous Metals (PCSB-18) applied to achieve 3.0 mils of DFT.

B. FIELD APPLIED PRIMER AND FIELD APLIED FINISH

Rev: 09/11/07 Page 9F-15 2. Surface Preparation - SSPC-2 Hand Tool Cleaning and /or SSPC-SP-3 Power Tool Cleaning. a. Hand Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by hand wire brushing, hand sanding, hand scraping, hand chipping or other hand impact tools or by a combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants b. Power Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by Power wire brushes, power impact tools, power grinders, power sanders, or by a combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants. Surfaces should not be buffed or polished smooth.

3. Surface Preparation- Feather sand edge to smooth surface.

4. Field Spot Prime- All bare metal with 1 coat of Spot Primer for Existing Galvanized, Ferrous and Non Ferrous Metals (PCSB- 17) applied to achieve 3.0 mils of DFT.

6. Field Finish- 2 coats of Finish Coat for Existing Galvanized, Ferrous and Non Ferrous Metals (PCSB-19) to full opacity to achieve 2.5 mils DFT per coat

5. FERROUS METAL:

2. Surface Preparation - SSPC-2 Hand Tool Cleaning and /or SSPC-SP-3 Power Tool Cleaning. a. Hand Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by hand wire brushing, hand sanding, hand scraping, hand chipping or other hand impact tools or by a combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants

Rev: 09/11/07 Page 9F-16 b. Power Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by Power wire brushes, power impact tools, power grinders, power sanders, or by a combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants. Surfaces should not be buffed or polished smooth.

4. Field Spot Prime- All bare metal with 1 coat of Spot Primer for Existing Galvanized, Ferrous and Non Ferrous Metals (PCSB-17) applied to achieve 3.0 mils of DFT.

B. FIELD APPLIED PRIMER AND FIELD APPLIED FINISH

Rev: 09/11/07 Page 9F-17 5. Full Field Primer- 1 coat of Full Field Primer for Existing Galvanized, Ferrous and Non Ferrous Metals (PCSB-18) applied to achieve 3.0 mils of DFT.

Surface Preparation- Feather sand edge to smooth surface.

1. Surface Preparation - SSPC-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents,

Rev: 09/11/07 Page 9F-18 emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

7. SPLIT/GROUND FACED BLOCK AND BRICK WHERE SCHEDULED.

2 coats of Water Repellent Sealer (PCSB-5) applied in accordance with manufacturers instructions.

8. PAINTED WOOD:

If bare wood is exposed with preparation spot prime with PCSB- 2 to block staining at 2.5 DFT per coat.

1 Coat Of 100% Acrylic Primer Sealer (PCSB-8) to full opacity at 2.0 mils DFT 2 coats of 100% Acrylic Semi Gloss Latex Exterior Coating ( PCSB-6) to full opacity to achieve 2.0 mils minimum DFT per coat.

D. Interior surfaces fall into eleven groups. They are:

Rev: 09/11/07 Page 9F-19 1. Galvanized metal. 2. Ferrous metal 3. Non ferrous metal and aluminum systems 4. Gypsum wallboard. 5. Plaster veneer, gypsum plaster, lime plaster or cement plaster. 6. Concrete block, Interior. 7. Concrete, poured in place and pre-formed 8. Interior stucco 9. Other interior lumber, wood trim, wood doors scheduled to be painted and overlay plywood to be finished with paint finish. 10. Split-ground faced block and brick. 11. Concrete floor coating - where scheduled.

The number of coats set forth in the following paragraphs shall be considered the minimum number required subject to coverage, DFT, manufacturer’s recommendations, or end results, necessitating a greater number of coats.

E. NEW INTERIOR SURFACES:

2. Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB -16) applied to achieve a 2.0 mils minimum DFT per coat.

3. Field shop primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so that all surfaces have the proper 2.0 mils minimum DFT per coat.

Rev: 09/11/07 Page 9F-20 3. Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB 16) so that all surfaces have the proper 2.0 mils minimum DFT per coat.

5. Shop Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to achieve a 2.0 mils minimum DFT per coat.

3. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so that all surfaces have the proper 2.0 mils minimum DFT per coat.

5. Field Finish - 2 Coats of acrylic urethane gloss (PCSB-13) applied to achieve 2.0 mils minimum DFT per coat.

1. Surface Preparation- SSPC-SP-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action. 2. Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve a 2.0 mils minimum DFT per coat.

3. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC- SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16)

Rev: 09/11/07 Page 9F-21 so that all surfaces have the proper 2.0 mils minimum DFT per coat.

5. Field finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to achieve 2.0 mils minimum DFT per coat.

2. FERROUS METAL:

A. PRIMER ONLY, NO FINISH REQUIRED 1. Surface Preparation- SSPC-SP-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

3. Shop primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 6.0 mils minimum of DFT.

4. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so all surfaces have the proper 6.0 mils minimum DFT.

2. Surface Preparation - SSPC-SP-6 Commercial Blast Cleaning

Rev: 09/11/07 Page 9F-22 Removal of mill scale, rust, rust scale, paint or foreign matter by the use of abrasives propelled through nozzles of by centrifugal wheels, to the degree specified. Commercial Blast Cleaned Surface Finish is defined as one from which all oil, grease, dirt, rust scale, and foreign matter have been completely removed except for slight shadows, streaks, or discoloration caused by rust stain, mill scale oxides or slight tight residues of paint or coating that may remain; if the surface is pitted slight residues of rust or paint may be found in the bottom of the pits; at least two-thirds of each square inch of surface area shall be free of visible residues and the remainder shall be limited to light discoloration, slight staining or tight residues mentioned above.

4. Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so all surfaces have the proper 4.0 mils minimum DFT.

5. Shop Tie Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer ( PCSB 16) applied to achieve 2.0 mils minimum DFT per coat. Tie primer is to be applied before the finish coat for chemical adhesion

6. Shop Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to achieve 2.0 mils minimum DFT per coat.

Rev: 09/11/07 Page 9F-23 3. Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 4.0 mils minimum DFT per coat.

4. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so all surfaces have the proper 4.0 mils minimum DFT per coat.

5. Field Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer ( PCSB-16) applied to achieve 2.0 mils minimum DFT.

6. Shop Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to achieve 2.0 mils minimum DFT per coat.

3. Field Primer - 1 coat of 2 part recoatable build epoxy rust inhibitive primer (PCSB-16) applied to achieve 4.0 mils minimum DFT.

4. Field Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable build epoxy rust inhibitive primer (PCSB-16) so all surfaces have the proper 4.0 mils minimum DFT per coat.

5. Field Tie Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer ( PCSB 16) applied to achieve 2.0 mils minimum DFT per coat. The tie primer is to be applied before the finish coat for chemical adhesion.

Rev: 09/11/07 Page 9F-24 6. Field Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to achieve 2.0 mils minimum DFT per coat.

A. PRIMER ONLY, NO FINISH REQUIRED 1. Surface Preparation - SSPC-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

2. Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB -16) applied to achieve a 2.0 mils minimum DFT.

3. Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC-SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB 16 ) so that all surfaces have the proper 2.0 mils minimum DFT.

5. Shop Finish - 2 coats of acrylic urethane gloss (PCSB-14) to full opacity to full opacity to achieve a 2.0 mils minimum DFT per coat.

Rev: 09/11/07 Page 9F-25 2. Shop Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve a 2.0 mils minimum DFT.

4. Field Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve 2.0 mils minimum DFT.

2. Field Primer - 1 coat of 2 part recoatable epoxy rust inhibitive primer (PCSB-16) applied to achieve a 2.0 mils minimum DFT.

3. Field Shop Primer Touch Up - Touch up all film breaches after proper surface preparation SSPC-SP-2 and/or SSPC- SP-3 with a 2 part recoatable epoxy rust inhibitive primer (PCSB-16) so that all surfaces have the proper 2.0 mils minimum DFT.

4. GYPSUM WALL BOARD:

1 coat of 100% Acrylic Primer (PCSB-2). 1.5 mils minimum DFT. 2 coats of 2 Part Epoxy Acrylic Semi Gloss Interior Coating (PCSB-4) to full opacity to achieve 2.0 mils minimum DFT per coat.

5. PLASTER VENEER: GYPSUM PLASTER, LIME PLASTER OR CEMENT PLASTER

1 coat of 100% Acrylic Primer Sealer (PCSB-8) 1.5 mils minimum DFT. 2 coats of 2 Part Epoxy Acrylic Semi Gloss Interior Coating (PCSB-4)

Rev: 09/11/07 Page 9F-26 to full opacity to achieve 2.0 mils minimum DFT per coat.

6. CONCRETE BLOCK SURFACES. INTERIOR:

2 coats minimum 0f Block Filler (PCSB-1). 2 coats of 2 Part Epoxy Acrylic Semi Gloss Interior Coating (PCSB-4) to full opacity to achieve 2.0 mils minimum DFT per coat..

7. CONCRETE POURED-IN-PLACE AND PRE-FORMED AS SHOWN ON DRAWINGS:

1 coat of 100% Acrylic Primer (PCSB-2). 1.5 mils minimum DFT. 2 coats of 2 Part Epoxy Acrylic Semi Gloss Interior Coating (PCSB-4) to full opacity to achieve 2.0 mils minimum DFT per coat..

8. INTERIOR STUCCO:

9. OTHER LUMBER, WOOD TRIM, WOOD DOORS, AND OVERLAY PLYWOOD WHERE SCHEDULED TO BE PAINTED.

10. SPLIT-GROUND FACED BLOCK and BRICK

2 coat of Water Repellent Sealer (PCSB-5)

11. CONCRETE FLOOR COATING - WHERE SCHEDULED

Water based concrete floor coating. Apply two coats over clean, etched surface according to manufacturer’s instructions using PCSB-10, PCSB-11, or PCSB-12 as specified by the PA/E.

EXISTING INTERIOR SURFACES

A. PRIMER ONLY, NO FINISH REQUIRED 1. Surface Preparation - SSPC-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

Rev: 09/11/07 Page 9F-27 2. Surface Preparation - SSPC-2 Hand Tool Cleaning and /or SSPC-SP-3 Power Tool Cleaning. a. Hand Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by hand wire brushing, hand sanding, hand scraping, hand chipping or other hand impact tools or by a combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants b. Power Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by Power wire brushes, power impact tools, power grinders, power sanders, or by a combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants. Surfaces should not be buffed or polished smooth.

4. Field Spot Prime- All bare metal with 1 coat of 2 part recoatable rust inhibitive primer (PCSB-16) applied to achieve 4.0 mils of DFT.

5. Field primer- 1 coat of 2 part recoatable rust inhibitive primer (PCSB-16) applied to achieve 4.0 mils of DFT.

B. FIELD APLIED PRIMER AND FIELD APLIED FINISH

Rev: 09/11/07 Page 9F-28 3. Surface Preparation- Feather sand edge to smooth surface.

5. Field primer- 1 coat of 2 part high build rust inhibitive primer (PCSB-13) applied to achieve 4.0 mils of DFT.

6. Field Finish- 2 coats of acrylic urethane gloss (PCSB-!4) to full opacity to achieve 2.0 mils DFT per coat.

2. FERROUS METAL:

Rev: 09/11/07 Page 9F-29 1. Surface Preparation - SSPC-1 Solvent Cleaning Removal of all detrimental foreign matter such as oil, grease, dirt, soil, salts, drawing and cutting compounds, and other contaminants from steel surfaces by the use of solvents, emulsions, cleaning compounds or other similar materials and methods which involve a solvent or cleaning action.

6. Field Finish- 2 coats of acrylic urethane gloss (PCSB-!4) to full opacity to achieve 2.0 mils DFT per coat.

2. Surface Preparation - SSPC-2 Hand Tool Cleaning and /or SSPC-SP-3 Power Tool Cleaning. a. Hand Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by hand wire brushing, hand sanding, hand scraping, hand chipping or other hand impact tools or by a

Rev: 09/11/07 Page 9F-30 combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants b. Power Tool Cleaning- Removal of all rust scale, mill scale, loose rust and loose paint to the degree specified by Power wire brushes, power impact tools, power grinders, power sanders, or by a combination of these methods. The substrate should have a faint metallic sheen and also be free of oil, grease, dirt, soil, salts and other contaminants. Surfaces should not be buffed or polished smooth.

Rev: 09/11/07 Page 9F-31 5. Field primer- 1 coat of 2 part recoatable rust inhibitive primer (PCSB-13) applied to achieve 2.0 mils of DFT.

6. Field Finish- 2 coats of acrylic urethane gloss (PCSB-!4) Applied to achieve 2.0 mils DFT per coat.

4. GYPSUM WALL BOARD:

1 coat of 2 Part High Build Epoxy Primer (PCSB-13) 3.0 mils minimum DFT 2 coats 2 Part Epoxy-Acrylic Semi Gloss Interior Coating (PCSB- 4) to full opacity. to achieve 2.5 mils minimum DFT per coat.

5. PLASTER VENEER: GYPSUM PLASTER, LIME PLASTER OR CEMENT PLASTER.

1 coat of 2 Part High Build Epoxy Primer (PCSB-13) 3.0 mils minimum DFT 2 coats 2 Part Epoxy-Acrylic Semi Gloss Interior Coating (PCSB-4) to full opacity. to achieve 2.5 mils minimum DFT per coat.

6. CONCRETE BLOCK SURFACES. INTERIOR:

7. CONCRETE POURED-IN-PLACE AND PRE-FORMED AS SHOWN ON DRAWINGS:

8. INTERIOR STUCCO:

9. OTHER LUMBER, WOOD TRIM, WOOD DOORS, AND OVERLAY PLYWOOD WHERE SCHEDULED TO BE PAINTED.

Rev: 09/11/07 Page 9F-32 1 coat of 2 Part High Build Epoxy Primer (PCSB-13) 3.0 mils minimum DFT 2 coats 2 Part Epoxy-Acrylic Semi Gloss Interior Coating (PCSB-4) to full opacity. to achieve 2.5 mils minimum DFT per coat.

10. SPLIT-GROUND FACED BLOCK and BRICK

2 coats Water Repellent Sealer (PCSB-5)

11. CONCRETE FLOOR COATING - PREVIOUSLY PAINTED

2 coats of Heavy Duty Water Based Epoxy Floor Coating (Pigmented) (PCSB – 12.)

13. PAINT/COATINGS PRODUCTS: No solvent based materials are acceptable unless indicated for special purposes (VOC maximum level shall not exceed current state and federal regulations.)

(PCSB-1) BLOCK FILLER

a. PVC-65% maximum b. Percent solids by volume - 45% minimum, ASTM D 2697 (TESTED) c. Pigment to binder ratio - 3.6 to 1 maximum d. Vehicle-unmodified 100% acrylic resin emulsion (TESTED) e. Resistance to mildew-ASTM G21 rating maximum 1 (TESTED)

(PCSB-2) 100% ACRYLIC PRIMER

a. Percent solids by volume - 35% minimum, ASTM D 2697 (TESTED) b. Dry adhesion- 4A minimum rating on tin plate, ASTM D 3359 (TESTED) c. Pigment to binder ratio - 1.5 to 1 maximum d. Vehicle-unmodified 100% acrylic resin emulsion (TESTED) e. Resistance to mildew-ASTM G21 rating maximum 1 (TESTED) f. Wet adhesion- 3A minimum rating on tin plate, Battelle Method Test (See Section 24.d., typ.) (TESTED)

(PCSB-3) 100% ACRYLIC LATEX SATIN EXTERIOR COATING

a. Percent solids by volume - 34% minimum, ASTM D 2697 (TESTED) b. Dry adhesion - 4A minimum rating on tin plate, ASTM D 3359 (TESTED) c. Vehicle - unmodified 100% acrylic resin emulsion (TESTED) d. Resistance to mildew - ASTM G21 rating maximum 1 (TESTED) e. Wet adhesion - 3A minimum rating on tin plate, Battelle Method Test (TESTED) f. 60 Degree Gloss on tin plate ASTM D523 (15 minimum to 25 maximum (TESTED) g. QUV Exposure-1000 hrs. ASTM G53 (TESTED) 1. Chalk resistance ASTM D659, 7 minimum (TESTED) 2. Gloss retention - 60% minimum. ASTM D 523 (TESTED) h. Contrast ratio - .96 at 3 mils wet ASTM D 2805 (TESTED)

Rev: 09/11/07 Page 9F-33 (PCSB-4) 2 PART EPOXY ACRYLIC SEMI-GLOSS INTERIOR COATING

a. Percent solids by volume - 35% minimum, ASTM D 2697 (TESTED) b. Dry adhesion - 4A minimum rating on tin plate, ASTM D 3359 (TESTED) c. Resistance to mildew - ASTM G21 rating maximum 1 (TESTED) d. Wet adhesion - 3A minimum rating on tin plate, Battelle Method test (TESTED) e. 60 Degree Gloss on tin plate ASTM D523 (40 minimum to 65 maximum) (TESTED) f. Washability/Stain Removal - after 100 cycles 7 min. rating, ASTM D 4828 (TESTED) g. Scrubability- 500 scrubs min. to failure, ASTM D 2486 (TESTED) h. Pencil Hardness-2H on tin plate-ASTM D3363 (TESTED) i. Odor (non offensive-low odor) (TESTED) j. Contrast ratio - .96 at 3 mils wet ASTM D2805 (TESTED)

(PCSB-5) WATER REPELLENT SEALER (WATER BASED) a. Sealer will be approved contingent upon the following field evaluation being done by the PA/E. b. Prepare a 3 ft by 3 ft area (supervised) with the water repellent applied. The area will be determined by the owner . After allowing five (5) days for the sample to cure, a Rilem or Carsten uptake test on the treated area will be performed by the PA/E. c. Applied material shall result in a clear finish. No milky or cloudy appearance shall be accepted.

(PCSB-6) 100% ACRYLIC SEMI-GLOSS LATEX EXTERIOR COATING:

a. Percent solids by volume - 33% minimum. ASTM D 2697 (TESTED) b. Vehicle - unmodified 100% acrylic resin emulsion c. 60 Degree Gloss on tin plate ASTM D523 (40 minimum to 65 maximum) (TESTED) d. Dry adhesion - 4A minimum rating on tin plate, ASTM D3359 e. Wet adhesion - 3A minimum rating on tin plate, Battelle Method test f. Contrast ratio: .96 at 3 mils wet ASTM D2805 g. QUV - (TESTED) as per Section 28 of PCSB Specifications

(PCSB-7) NON FERROUS METAL PRIMER

Refer to PCSB 2

(PCSB-8) 100% ACRYLIC PRIMER SEALER PIGMENTED (CHALK BONDER):

a. Vehicle - Ultra fine particle size resin emulsion b. Percent solids by volume - 25% maximum. ASTM 2697 (TESTED) c. Adhesion over #6 chalk by Test Method A, X Cut, 4A minimum rating, ASTM D3359 (TESTED) d. PVC-25% minimum to 30% maximum e. Pigment to binder ratio - 1.1 to 1 maximum

(PCSB-9) WATER BASED RUST INHIBITIVE PRIMER

Rev: 09/11/07 Page 9F-34 a. Acrylic emulsion primer with rust inhibitive properties b. Must resist flash rusting c. Percent solids by volume - 35% minimum. ASTM 2697 (TESTED) d. Corrosion resistance over ferrous metal ASTM G85 ANEX A5 500 hours, rust grade #8 min. as rated per ASTM D610

(PCSB-10) WATER BASED CONCRETE FLOOR SEALER (CLEAR)

a. Vehicle - Acrylic urethane blend suitable for floor use. b. Percent solids by volume - 18% minimum. ASTM 2697 (TESTED) c. Pencil Hardness - 2H - ASTM D3363 d. Tack free after 1 hour e. Resistance to abrasion- .126g. per 1000 cycles max. ASTM D 4060 (TESTED) f. Coefficient of friction- test method A, .5 min. under wet conditions, ASTM D4518 (TESTED)

(PCSB-11) WATER BASED CONCRETE FLOOR SEALER (PIGMENTED)

Refer to PCSB-10 Pigmented

(PCSB-12) HEAVY DUTY WATER BASED EPOXY FLOOR COATING (PIGMENTED)

a. Vehicle - Two (2) component water based epoxy that is chemical and abrasion resistant suitable for floors. b. Percent solids by volume - 35% minimum. ASTM 2697 (TESTED) D c. Wet adhesion - 3A minimum rating on tin plate, Battelle Method test d. Pencil Hardness - 2H on tin plate. ASTM D 3363 (TESTED) e. Non skid texture additive to be added at a ratio of one (1) pound to one gallon. To be field added to paint. f. Resistance to abrasion- .126g. per 1000 cycles max. ASTM D 4060 g. Resistance to Household Chemicals- Water, 5% bleach, 5% acetic acid, 5% caustic soda, 5% JCL; no lifting, blistering, discoloration after being spot tested covered 8 hours, ASTM D 1308

(PCSB-13) 2 PART SURFACE TOLERANT RUST INHIBITIVE PRIMER

a. Vehicle - Two component polyamide epoxy mastic type that is chemical and abrasion resistant. Surface tolerant to be able to adhere to surfaces with incomplete surface preparation and some rust remaining. b. Percent solids by volume –72% minimum ASTM D-2679 (tested) c. Adhesion - 5 rating, no failure, ASTM D-3359 method B over rusty steel and aged alkyd coating. d. Pencil hardness - 4H-ASTM D3363 (tested). e. Solvent resistance - Methy ethyl ketone - 75 double rubs with no softening. f. Color - off white to tan acceptable.

(PCSB-14) ACRYLIC URETHANE Use Red oxide color for “Hidden” structural steel. Use gray color for exposed structural steel.

Rev: 09/11/07 Page 9F-35 a. Composition: Hydroxyl- functional acrylic crosslinker/alphatic isocyanate b. Volume Solids: 45% minimum ASTM D2697 (TESTED) c. Gloss 60: 90 minimum ASTM D523 d. QUV Exposure: 1000 hours ASTM G53 Chalk resistance: 8 minimum ASTM D659 Gloss retention: 70% minimum ASTM D523 e. Contrast ratio: .96 @3 mils wet. ASTM D2805 f. Resistance to mildew: Maximum G21 g. Dry Adhesion: 4A minimum rating ASTM D3359 (TESTED) h. Wet Adhesion: 3A minimum rating. Battele Method Test i. Pencil hardness: 2H minimum ASTM D3363 (TESTED) j. Scrubs: 1000 minimum to failure. ASTM 2486 (TESTED) k. Washability /Stain removal: after 100 cycles 7 minimum rating ASTM D4824 (TESTED) l. Dry times: 1.5 hours minimum at 75 degrees F and 50% relative humidity m. Pot life: 4 Hours minimum at 75 degrees F and 50% relative humidity

(PCSB-15) HIGH PERFORMANCE ACRYLIC LATEX GLOSS INTERIOR/EXTERIOR COATING

a. Volume Solids: 33% minimum ASTM D2697 (TESTED) b. Dry Adhesion: 5A minimum rating on tin plate, ASTM D3359 (TESTED) c. Resistance to mildew: Maximum G21 rating Maximum 1 (TESTED) d. Wet Adhesion: 3A minimum rating on tin plate. Battele Method Test e. Gloss 60 Degree: 65 minimum ASTM D523 (TESTED) f. Scrubbability: 500 scrubs minimum to failure. ASTM 2486 (TESTED) g. Pencil hardness: HB minimum on tin plate ASTM D3363 (TESTED) h. Contrast ratio: .96 @ 3 mils wet. ASTM D2805 (TESTED) i. Vehicle: Acrylic latex emulsion with slight modification acceptable

(PCSB-16) 2 PART RECOATABLE EPOXY RUST INHIBITIVE PRIMER

a. Vehicle - Two part polyamide cured, fast dry, epoxy primer with extended coatability for use on properly prepared steel, galvanized steel and aluminum. b. Percent solids by volume 61% + 2% minimum c. Dry Adhesion – No Failure, ASTM D-3359, Method 5 d. Pencil hardness - 4H minimum-ASTM D3363 (tested). e. Solvent resistance – Passes methyl ethyl ketone - 75 double rubs with no softening. f. Color - Gray. g. Recoat time: Two hours minimum at 77degrees and 50% relative humidity with maximum up to one year. h. Adhesion: 500PSI, ASTM-4541, “Elcometer Adhesion” i. Abrasion Resistance: Tabor Abrasion 84.4 mg loss, ASTM 4060 j. Salt Fog Resistance: 1000 hours, ASTM B-117 k. Flexibility: Passes, ASTM D-2794 Mandrel Bend l. Direct Impact Resistance: 25 psi, ASTM D-2794 m. Surface Preparation: Steel: SSPC-5 or NAC 3, Commercial Blast n. One Year Recoatability

(PCSB-17) Spot Primer for Existing Galvanized, Ferrous and Non Ferrous Metals

Rev: 09/11/07 Page 9F-36 a. Vehicle – 100% Acrylic primer for use on existing galvanized, ferrous and non-ferrous metals previously finish coated with PCSB-14 b. Percent solids by volume 43% + 2%minimum c. Dry Adhesion – No failure, ASTM D-3359, Method 5 d. Re-coat time – 4 hours minimum at 77 degrees at 50% relative humidity e. Adhesion- 0% failure using ASTM Cross Hatch Adhesion Test over properly prepared surface previously coated with PCSB-14 f. corrosion resistance over ferrous metals ASTM 2697 Tested ANEX A% 500 hours

(PCSB-18) Full Field Primer for Existing Galvanized, Ferrous and Non Ferrous Metals

a. Vehicle – 100% Acrylic primer for use on existing galvanized, ferrous and non-ferrous metals previously finish coated with PCSB-14 b. Percent solids by volume 43% + 2%minimum c. Dry Adhesion – No failure, ASTM D-3359, Method 5 d. Re-coat time – 4 hours minimum at 77 degrees at 50% relative humidity e. Adhesion- 0% failure using ASTM Cross Hatch Adhesion Test over properly prepared surface previously coated with PCSB-14 f. corrosion resistance over ferrous metals ASTM 2697 Tested ANEX A% 500 hours

(PCSB-19) Finish Coat for Existing Galvanized, Ferrous and Non Ferrous Metals

a. Vehicle – DTM Acrylic water borne resin b. Percent solids by volume 37% + 2%minimum c. Dry Adhesion – No failure, ASTM D-3359, Method 5 d. Re-coat time – 4 hours minimum at 77 degrees at 50% relative humidity e. Adhesion- 0% failure using ASTM Cross Hatch Adhesion Test over properly prepared surface previously coated with PCSB-18

PART 3 - EXECUTION

14. JOB CONDITIONS

A. Apply paints/coatings when surface conditions are in accordance with manufacturer's recommendation, printed instructions and industry standards.

B. Do not apply paint in rain, fog, or mists or when relative humidity exceeds that specified by the Manufacturer; nor to wet or damp surfaces. Painting may be continued during inclement weather only if areas and surfaces to be painted are enclosed and heated to temperature, relative humidity and time parameters as specified by the Manufacturer.

C. Paint/Coatings are not to be applied to any type of plaster surface which exceeds a moisture content of 5% as measured by the Delmhorst Moisture Meter or as recommended by the Paint/Coatings manufacturer.

Rev: 09/11/07 Page 9F-37 15. INSPECTION

A. A pre-commencement meeting regarding Paint/Coatings work shall be scheduled by the FP&C inspector shortly prior to the beginning of the Paint/Coatings work, including the General Contractor, a principal of the Paint/Coatings Contractor, the FP&C Inspector, the Project Architect and the Paint/Coatings Consultant.

B. This Paint/Coatings Contractor shall examine the areas and conditions under which the painting is to be applied, and notify the General Contractor who will in turn notify the Project Architect in writing of conditions detrimental to the proper and timely completion of this phase of the Work. Do not proceed with this phase until the unsatisfactory conditions have been corrected. Commencement of work shall be construed as acceptance of the surface and environmental conditions.

C. The PA/E at his discretion, may employ an independent professional Paint/Coatings consultant to periodically visit the site of painting work. This consultant will advise the Project Architect and the Facilities Planning & Construction’s Inspector.

D. The Project Architect and the FP&C Inspector shall have a fair opportunity to inspect each phase of preparation and painting. The PA/E shall have the opportunity to inspect for general apparent compliance with the number of coats by inspecting each coat prior to the application of any additional coats, otherwise no credit shall be given for the coat in question and this Paint/Coatings Contractor shall, at no charge to the Owner, remove Paint/Coatings and/or recoat the surfaces. Forty eight (48) hours advance notification shall be given by the Contractor, prior to the required inspection.

E. The manufacturers representative of the company providing the Paint/Coatings for this project is required to indicate by signature on a form provided by the PCSB that the critical times in the Paint/Coatings system have been inspected and are acceptable to provide a 6 year manufacturer’s warranty:

1) During and after pressure cleaning. 2) During and after any needed removal of old paint. 3) During and after surface patching and preparation. 4) During and after sealing priming and intermediate coats. 5) During and after the finish coat.

In new construction, steps 1 and 2 can be eliminated.

F. Samples of the Paint/Coatings may be periodically removed from unopened containers by the Project Architect and subjected to analysis per Part 2 (products).

G. The General Contractor and the Paint/Coatings Subcontractor shall allow access to in- place scaffolding, ladders, lift equipment etc. for inspection by the Paint/Coatings Consultant, the Project Architect, and the Inspector.

16. PREPARATION FOR PAINTING/COATING - GENERAL

A. Application shall be in accordance with manufacturers printed instructions.

Rev: 09/11/07 Page 9F-38 B. The General Contractor shall insure that surfaces to be painted shall be clean, smooth, free from scratches and dust, thoroughly dry and well sanded (where appropriate) before painting work is started. Minor defects shall be corrected by the Paint/Coatings Sub-Contractor.

C. If trowel marks or other minor defects on gypsum plaster necessitate sanding the surface, follow by thoroughly washing and wiping with clean potable water or as per manufacturer’s recommendation.

D. After the prime coat has been applied on wood surfaces, nail holes shall be filled with putty. Putty shall be brought flush with the surface of woodwork and sanded.

E. Knots, sap and pitch streaks in lumber shall be sealed before the prime coat is applied.

F. Concrete and masonry surfaces shall be grouted, rubbed, pointed and cleaned prior to painting. If appropriate conditions do not exist notify the General Contractor of the defect for correction.

G. All ferrous metal: Remove oil, grease or other foreign matter. The General Contractor shall insure that the surfaces to be painted are rust free and spot primed as necessary prior to painting.

H. Galvanized metal - Thoroughly clean to remove grease, residue, and corrosion products on surface with washes recommended by and in manner recommended by Paint/Coatings manufacturer.

17. PREPARATION FOR REFINISHING OF EXISTING CONSTRUCTION

A. All requirements under Subject 16, Preparation For Paint/Coatings -- General, shall be adhered to.

B. Existing Coatings systems shall be permanently and satisfactorily adhering to substrates. The Paint/Coatings subcontractor shall be responsible for the integrity of the substrate (for entire project to be painted) to accept the Paint/Coatings without failure of adhesion or delamination of previous coating. The Paint/Coatings subcontractor shall include an adequate sum in his bid proposal to do such work. Adhesion of existing coating systems shall be tested by the Paint/Coatings Subcontractor in accordance with ASTM D3359 - Method A. The tape used in this test shall be as identified in ASTM 3330 such as Scotch Brand No. 250.

C. Completely remove any loose, non-adhering coating system by appropriate means including pressure cleaning with 2500 to 3000 psi and 5.5 gpm of water minimum. Scrape and sand to remove curled edges then feather sand mechanically or by hand to provide a smooth edge.

D. Grinding of loose coating on ferrous and non-ferrous metals will be necessary to accomplish complete removal of a non-adhering coating systems, (see subject 24C, Lead).

E. Feather edges of sound coating systems by grinding or sanding. No sharp edges will be allowed.

Rev: 09/11/07 Page 9F-39 F. Patch any areas where paint removal procedure has damaged substrate. Patching material shall have positive adhesion and shall match texture of existing substrate. Patching materials shall be of type and brand recommended by Paint/Coatings manufacturer.

G. Existing coating surfaces and other surfaces to be painted shall be washed to remove dirt, grease, mildew, oil, body oils, or other foreign material. Thoroughly clean exterior wall surfaces with pressure equipment spraying water at a pressure of 3000 psi minimum and 5.5 gpm minimum. A rotary “gatlin” type tip is required. Water shall contain a biodegradable cleaning solution and mildewcide. Washing shall be followed by rinsing with same equipment, using tap water.

H. All existing gloss surfaces to be recoated, as described in these specifications and drawings, shall be de-glossed. De-glossing shall be accomplished by use of sandpaper of steel-wool. Hand or mechanical sanding may be used (providing lead base paint is not present). No marks or gouges by sandpaper will be allowed. Remove dust caused by sanding and steel-wooling with clean, damp, soft cloth. Allow to dry. A uniform flat surface shall result when viewed at a 20 degree angle.

18. PROTECTION

A. Fixtures and hardware shall be removed or protected during the painting operation.

B. This Paint/Coatings Contractor shall take particular care by use of clean drop cloths, masking and other suitable means, to protect adjoining surfaces, fixtures and materials of all kinds, and shall be held responsible for and shall repair or replace and damage work resulting from Paint/Coatings operations.

19. APPLICATION (Shall Be Per Manufacturers Recommendations)

A. When applying block filler, masonry surface primers, stucco and gypsum board primer by spray application, backrolling is required.

B. When a roller is used, the roller nap size shall be appropriate for the existing surface condition, porosity, and finish in a manner to assure a smooth, uniform finish will result.

C. Metal primers shall be applied by brush.

D. Quality of Finish:

1. Specified gloss of top coats shall be uniform and shall be applied in a manner which will not show differences in gloss or appearance finish when viewed at a 20° angle with a light source at far end of surface being viewed.

2. Dry film thickness (DFT) will be uniform throughout surface being painted.

E. Adhesion of entire paint system shall pass a tape pull from a cross hatch cut as described in ASTM D 3359.

Rev: 09/11/07 Page 9F-40 F. Block filler shall be applied in a manner to fill all holes and pores of concrete block. This is possible with specified block fillers when manufacturer's instructions are followed "2 coats minimum".

G. Apply Paint/Coatings evenly spread and well rolled or brushed. The finish coats shall be free from noticeable laps, brush marks, streaks, runs, sags, wrinkles, pinholes, shiners, holidays, etc.

20. TOUCH-UP AND CLEANING

A. Upon completion of the project, touch-up is required, by the General Contractor. Paint/Coatings shall be removed from surfaces which are not specified to receive Paint/Coatings.

B. If touch up is of top coat of paint, color difference when viewed at 90°, 45°, and 20° shall not be acceptable. If entire wall or surface area involved needs to be recoated to insure color blending, it shall be recoated.

21. WASTE DISPOSAL

A. At the end of each day, properly dispose of all materials including cloths and waste materials, which have been used in preparation and application of paint. Under no circumstances shall this Paint/Coatings Contractor empty his waste in plumbing fixtures, drains or cleanouts of the plumbing systems of the building.

22. WARRANTY/GUARANTEE

A. The Manufacturer, the Paint/Coatings Subcontractor applying the Paint/Coatings and the Contractor each shall in writing, (with six copies originally signed), warrant and guarantee the specific coatings as set forth in the attached Warranties and Guarantees. (See paragraph 7 for submittals).

23. TOUCH-UP PAINT

A. The Paint/Coatings Contractor shall provide the school with one gallon of each product and color of finish coats only. Each gallon container shall be new and unopened and properly identified as to type and color.

24. TESTING

A. Pre-Approval:

1. Material suppliers desiring to have their Paint/Coatings products placed on an approved product list shall have their product tested by an independent and qualified testing facility acceptable to the owner.

2. The material supplier shall bear all costs for such testing.

3. If a change in the formulation or manufacturing process occurs, the material supplier shall resubmit the Paint/Coatings to the laboratory for retesting.

Rev: 09/11/07 Page 9F-41 4. The cost of retesting is to be paid by the material supplier.

5. Products not requiring specific testing shall be manufacturers first-line or top line contractors whichever is higher quality and subject to approval by the PA/E.

B. On-Site:

1. The PCSB will at its discretion obtain random samples from materials on site and submit them for testing to an independent laboratory. If the paint meets specifications the PCSB will absorb the cost of testing. If the product fails testing the material supplier will: a. Pay for the testing. b. Remove and replace all failed and unused paint remaining on the project. c. Remove and repaint at his expense the surfaces which were painted with non specification paint. d. Be bared from providing paint on any PCSB project for a period of one year.

C. Lead:

1. Testing for lead based paint will be performed on a case by case basis. If the surface to be coated is severely cracked, chipped and/or flaking and where excessive sanding is anticipated to adequately prepare the surface for painting, samples of that surface will be taken, tested and paid for by the owner to determine weather lead based paint is present. If lead paint is present, no abrasion (sanding, scrapping or grinding) of the surface is to occur. Preparing the surface for painting will involve a combination of spackling and/or chemical deglossers to prepare the surface for paint.

D. Battelle Method Test

1. Wet Adhesion - ASTM D3359 - Method A

Cast film directly on tin plate to give dry film thickness of + 1 mil. Allow to cure at 75F + 3F for 7 days. Immerse panels in distilled or demineralized water at 75F + 3F for 24 hours, then remove panels, pat dry with paper towels and test 10 minutes after removal from water.

Rating - Minimum 3A

25. APPROVED TESTING FACILITIES:

(An independent lab not associated with the paint manufacturer and qualified to perform specified testing.)

KTA Tator 115 Technology Dr. Pittsburgh, PA 15275 Contact: Dwight Weldon Phone: (800) 582-4243

Rev: 09/11/07 Page 9F-42 SG Pinney & Associates, Inc. PO Box 9220 Port St. Lucie, Fl 34985-9220 Contact: Lou Vincent Phone: (800) 955-0574

Marschall Laboratories, Inc. 2060 Palmetto Street Clearwater, FL 33765 Contact: Dan Marschall Phone: (727) 443-2771

Center for Applied Engineering, Inc. 10301 Ninth Street North St. Petersburg, FL 33716 Contact: Kenneth W. Espeut Phone: (727) 576-4171

Rev: 09/11/07 Page 9F-43 26. LABORATORY APPROVED PAINT/COATINGS PRODUCTS:

PCSB-#: DESCRIPTION MANUFACTURER MANUFACTURER’S PRODUCT APPROVED

PCSB-1 Scott Paint 402 08/10/98

Block Filler Porter Paints 896 11/17/97

Sherwin Williams B42W46 08/17/98

PCSB-2 Pigmented Scott Paint 400 08/10/98

100% Acrylic Primer Porter Paints 37554 07/31/00

Sherwin Williams A24W300 02/11/99

PCSB-3 Scott Paint

100% Acrylic Semi-Gloss Coating Exterior Porter Paints Coating

Sherwin Williams K34W151 Pending

PCSB-4 Scott Paint

Acrylic Epoxy Interior Semi-Gloss WB Epoxy Porter Paints Pre-cast

PCSB-5 Scott Paint

Concrete Primer Poured in Place, Pre-stressed Porter Paints and Pre-cast Interior & Exterior

Sherwin Williams B46W850 Pending

Rev: 09/11/07 Page 9F-44 PCSB-#: DESCRIPTION MANUFACTURER MANUFACTURER’S PRODUCT APPROVED

PCSB-6 Scott Paint

100% Acrylic Semi-gloss Exterior Coating Porter Paints

PCSB-7 Scott Paint

Non-Ferrous Metal Primer Porter Paints

Sherwin Williams B-66-310 Pro Cryl Pending

PCSB-8 Scott Paint

Self Cross Linking Corrosion Resistant Primer Porter Paints

Sherwin Williams B-66-310 - Pro-Cryl Pending

PCSB-9 Scott Paint

Rust Inhibitive Water Based Primer, for Porter Paints Maintenance

Sherwin Williams B-66-310 Pro -Cryl Pending

PCSB-10 Scott Paint

Water Based Concrete Floor Sealer, Porter Paints Maintenance Only

Sherwin Williams

Degussa Chem Trete PB100 VOC Pending

PCSB-11 Scott Paint

Rev: 09/11/07 Page 9F-45 Solvent Based Concrete Floor Scaler New Porter Paints Construction Only Sherwin Williams

Degussa Chem Trete BHN Plus Pending

PCSB-12 Scott Paint

Exterior Water Repellant Vertical Surfaces Will Porter Paints Not Stain Windows – All Surfaces Except Concrete Block Sherwin Williams

Degussa Protec O’Sil Chem Trete 400 Pending

PCSB-13 Scott Paint

Exterior Water Repellant For Concrete Block Porter Paints

Sherwin Williams

Degussa Protect O’Sil Chem Trete PB 100 Pending

PCSB-14 Scott Paint

Single Component Water-Based Urethane Porter Paints

Sherwin Williams B65-Series, Hydra Gloss Pending

PCSB-15 Scott Paint

100% Acrylic Gloss, Interior Porter Paints

Sherwin Williams A98 W1151 Pending

PCSB-16 Scott Paint Tenmec F.C. Typoxy 27 Series Pending

2 Part Re-coatable Epoxy Primer – New Porter Paints Porter Glaze 4300 FD Pending Construction Only

Rev: 09/11/07 Page 9F-46 Sherwin Williams B67A5 2B67V5 Pending

PCSB-17 Scott Paint Spot Primer for Existing Galvanized Ferrous Porter Paints and Non-Ferrous Metals Sherwin Williams B66W310 Pro-Cryl Pending

PCSB-18 Scott Paint Full Field Primer for Existing Galvanized, Porter Paints Ferrous and Non Ferrous Metals Sherwin Williams B66W310 Pro-Cryl Pending

PCSB-19 Scott Paint Finish Coat for Existing Galvanized, Ferrous Porter Paints Metals Sherwin Williams B65W181 Hydergloss Pending

PCSB-20 Scott Paint Silicone Acrylic Solvent Based Exterior Porter Paints Concrete Stain, Maintenance Only with Approval of Deputy Director of Maintenance Sherwin Williams A24W451 Loxon H.P. Pending

PCSB-21 Scott Paint Interior & Exterior Concrete Primer. Pre-cast Porter Paints Poured in Place, Pre-stressed Sherwin Williams B46W850 Ultra Crete Solvent Smooth Pending

PCSB-22 Scott Paint Protect O’Sil Anit-graffiti for Bare Concrete, Porter Paints Marble, Granite, Clinker, Brick Sand Limestone, Split Faced Block and Sandstone. NOTE: Use Sherwin Williams After Applying Appropriate Water Repellant if

Rev: 09/11/07 Page 9F-47 Needed for Driven Rain Degussa Protect O’Sil Anti-Graffiti Pending

PCSB-26 Scott Paint Plaster Conditioner Porter Paints

Sherwin Williams 4590949A Pending

PCSB-27 Scott Paint Plaster Primer Porter Paints

Sherwin Williams 4590949B Pending

PCSB-28 Scott Paint Plaster Base Coat Level 5 Finish Porter Paints

Sherwin Williams 9755745 Pending

PCSB-29 Scott Paint Plaster Basecoat Touchup Porter Paints

PCSB-30 Scott Paint Drywall Primer Porter Paints

Sherwin Williams 93220300 Pending PCSB-#: DESCRIPTION MANUFACTURER MANUFACTURER’S PRODUCT APPROVED

PCSB-31 Scott Paint Drywall Basecoat Level 5 Finish Porter Paints

Sherwin Williams Pending

PCSB-32 Scott Paint

Rev: 09/11/07 Page 9F-48 Drywall Basecoat, Touch up Porter Paints

PCSB-33 Scott Paint Extra Water Repellant Horizontal Surfaces Porter Paints

Sherwin Williams

Degussa Dyna Sylane BH-N Plus Pending

PCSB-34 Scott Paint Exterior Water Repellant & Anti-Graffiti Porter Paints Projection for Exterior Gum Removal From Sidewalks Sherwin Williams

Degussa Protect O’Sil Anti-Grafetti Pending

Rev: 09/11/07 Page 9F-49 Section 27 Condition Assessment of Ferrous Metal

1.0 CONDUCTING CONDITION ASSESSMENTS OF FERROUS METAL SUBSTRATES IN SERVICE TO INCLUDE THE INTERGRITY OF EXISTING PAINT/COATINGS SYSTEMS:

Objective: To establish acceptable standards for the evaluation of the condition of existing ferrous metal substrates and the Paint/Coatings systems applied as a protective coating.

1.1 If the ferrous metal structure to be coated is covered by rust that meets or exceeds a #6 Rust Grade as listed by the SSPC-Vis 2-82/ASTM D 610-85 Standard, the entire surface should be abrasive blasted and a Paint/Coatings system applied to the entire surface, with particular attention to detail for welds, back to back angles, bolts/nuts etc. These surfaces should be “Stripe” coated with the specified primer prior to the application of the specified Paint/Coatings system.

1.2 If the ferrous metal structure is rated at #7, #8 or #9, as listed by the SSPC-Vis 2-82/ASTM D 610-85 Standard a remedial guideline for surface preparations can be implemented. Particular attention to welds, back to back angles, bolts/nuts, etc. These surfaces should be “Stripe” coated with the specified primer prior to the application of the specified Paint/Coatings system.

1.3 An excellent visual assessment of previously painted ferrous metal rusted surfaces is available using the SSPC-Vis 3, Visual Standard for Power-And Hand-Tool Cleaned Steel, Condition E.

1.4 If the existing surface to have a Paint/Coatings system applied conforms to or closely resembles the pictorial standards as represented by condition E, then the following surface preparation guidelines should be implemented. SSPC SP 1 and then the following:

a. E SP2 - Hand Sanding

b. E SP3/PWB - Power Wire Brush

c. E SP3/SD - Sanding Disk

e. E SP3/NG - Needle Gun

f. E SP11 - Rotary Peening

g. E SP11/R - Removal (grinder)

1.5 The removal of rust by most of the above surface preparation guidelines will not establish a profile necessary for primary mechanical adhesion. Preparation guidelines f. and g. will establish profile but may be cost prohibitive. If the original profile of the ferrous metal was/is adequate, a, b, c, d, and e, will maintain that profile if preparation guidelines are followed.

Rev: 09/11/07 Page 9F-50 1.6 Paint/Coatings systems in service on ferrous metals must be tested to access the adhesion integrity of the protective system to the ferrous metal substrates. The Paint/Coatings systems ability to develop and maintain adhesion integrity is paramount for the protection of the ferrous metals. A pin hole free film that has continuity prevents moisture penetration and stops the primary ingredient necessary to establish a corrosion cell.

1.7 Test the adhesion integrity of existing Paint/Coatings applied to ferrous metal substrates existing in their final environment. Apply by direction ASTM D 3359, Test Method for Measuring Adhesion by Tape Test. Employ Test Method A-X cut. The results of the testing should produce nothing less than a 4A Rating. The specified Paint/Coatings system will posses no more adhesion integrity than the Paint/Coatings system existing.

1.8 This test method can be used to asses compatibility of the specified Paint/Coatings system when the existing systems generic composition can not be determined.

Rev: 09/11/07 Page 9F-51 Section 28 (QUV) Quick Ultra Violet Test Requirements for PCSB-3, 100% Acrylic Satin Exterior Coating

1. The test substrate shall be a certified QUV aluminum test panel, as manufactured by The Q- Panel Corporation.

2. A 5 Mil Wet draw down applied by utilizing an adjustable draw down blade shall be applied to the aluminum panel in a smooth, consistent manner. The paint shall cure at ambient room temperature on Q-Panel for exactly 7 days (84 hours) before testing begins.

3. The panel shall be placed in QUV machine and exposed at a standard cycle of eight hours QUV radiation exposure, alternating with a four hour condensing water exposure. Temperatures shall range 150 degrees Fahrenheit for the QUV radiation exposure and 120 degrees Fahrenheit for the condensing water cycle.

4. This cycling will continue, un-interrupted for 2,000 hours.

5. At the end of 2,000 the test panel will be compared to an untested test panel with the same product and also to the standard, both un-weathered and weathered.

6. The test standard is Scott Paint Company, product #420 Ultra 100% Acrylic Velvet Supercoat white tinted to Love Bird Blue Code #67B1P in the Color Trend Nuance Color System.

7. Panels should be examined for relative fade and chalk (oxidation) compared to the un- weathered panel of the same product and the weathered and un-weathered of the standard product.

8. After the 2,000 hour period, some degree of fade and chalk (oxidation) may be expected the visual standard on fade shall not be more than 10 to 15% when compared to the un- weathered Q-Panel and chalk (oxidation) measured by visual inspection and rubbing the weather panel with a black cloth should be within 10 to 15% of standard.

9. The weathered (tested) and un-weathered Q-Panels are to be mailed directly to PCSB, Attention: John Czerkas directly from the PCSB approved test lab. Manufacturers wanting to view their respective results may make an appointment with John Czerkas.

Rev: 09/11/07 Page 9F-52 OWNER FILLS IN THIS BOX

School or Center ______

Address ______Warranty Starts ______

______Warranty Ends ______

School or Center ______P.O. # ______

Building Nos. ______P. O. Date ______

______P. O. Amount ______

______Work Order #______

CONTRACTOR’S COATING (*) GUARANTEE AND WARRANTY

FROM: ______Phone for claim or response ______

______( )______(Contractor's Name and Address) National ( )______Local Manufacturer's Warranty/Guarantee/ Project/Claim Number: ______

TO: Pinellas County School Board (Owner)

cc: Director, Facilities Design & Construction Department School Board of Pinellas County, Florida Walter Pownall Service Center 11111 South Belcher Road Largo, Florida 34643 (727) 547-7101

cc: Director, Maintenance Department Walter Pownall Service Center 11111 South Belcher Road Largo, Florida 34643 (727) 547-7233

(*) Note: The term Coating as used herein includes paint and other protective/decorative coatings.

Rev 09/07/00 Page 9F-53 AND TO: ______

______

______Coating Subcontractor, Name and Address Main Office Phone ( ) ______Local Phone ( ) ______

AND TO: ______

______

______Coating Manufacturer, Name and Address Main Office Phone ( ) ______Local Phone ( ) ______

DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT CERTIFIED BY PROJECT ARCHITECT ______

1. The above named Contractor hereby guarantees the labor, material, and workmanship are in accordance with the industry, and the Manufacturer's requirements, and such are free from defects in workmanship.

2. The above named Contractor warrants the work to be and to remain in first class condition, free of evidence of deterioration and failure (or pending failure). This warranty shall require the Contractor to provide and to pay for materials and labor reasonably required to repair the coated surfaces to return such to the proper condition, if failures occur due to workmanship or material deficiencies, all without additional cost to the Owner. Such replacement or repair work shall be equal to the existing Paint/Coatings system furnished under this contract, with repairs in accordance with Painting and Decorating Contractors' of America Association standards, or as otherwise mutually agreed. This warranty shall not cover damage by fire, flood, moisture or other conditions beyond the control of the Contractor.

3. The time period covered by the requirements above shall be as follows: A. During construction, and

B. From date of Substantial Completion of the project set forth in Division One of the Contract Documents extending for a time period of six (6) years.

4. Determination of application and/or product failure shall be made by the Project Architect/Engineer, or his appointed representative.

Rev 09/07/00 Page 9F-54 5. The above named Contractor agrees to effect corrective work to the satisfaction of the Owner as quickly as is necessary to fully protect the Owner's best interests or, to otherwise, at the Owner's option, allow the Owner to effect such corrective work without adversely affecting the terms of this guarantee and warranty, or without affecting any obligations of this above named Contractor. This Contractor agrees to reimburse the Owner for any costs expended by the Owner to make such repairs.

6. The terms of the Contract Documents (drawings and specifications), which were bid upon and contracted for, are reflected in the terms of this guarantee and warranty, therefore no exculpatory words nor other terms lessening these requirements shall apply. No lesser warranty or guarantee, expressed or implied, shall apply. No less stringent or exculpatory words of any Manufacturer's "standard" or printed guarantee and/or warranty shall apply. ______Contractor's firm name (Typed)

______Signature STATE OF FLORIDA COUNTY OF ______

The foregoing instrument was acknowledged before me this ______day of ______, 1995, by ______. (name of person acknowledging). ______(Signature of Notary Public) (State of Florida)

Print Type or Stamp Commissioned Name of Notary Public

PERSONALLY KNOWN ____ OR PRODUCED IDENTIFICATION ______TYPE OF IDENTIFICATION PRODUCED ______(ATTACH COPY)

When dealing with a corporation, partnership or trust or someone who is signing under a power of attorney, the following acknowledgment in a representative capacity is utilized:

STATE OF FLORIDA COUNTY OF ______

The foregoing instrument was acknowledged before me this ______day of ______, 20____, by ______as ______Name of Person (Type of Authority ______for______.....e.g., officer, trustee, attorney in fact) (Name of Party on behalf

______. of whom instrument was executed)

Rev 09/07/00 Page 9F-55 ______(Signature of Notary Public) (State of Florida)

PERSONALLY KNOWN ___ OR PRODUCED IDENTIFICATION_____ TYPE OF IDENTIFICATION PRODUCED______(ATTACH COPY)

Rev 09/07/00 Page 9F-56

OWNER FILLS IN THIS BOX

School or Center ______

Address ______Warranty Starts ______

______Warranty Ends ______

School or Center ______P.O. # ______

Building Nos. ______P. O. Date ______

______P. O. Amount ______

______Work Order #______

MANUFACTURER'S COATING (*) GUARANTEE AND WARRANTY

FROM: ______Phone for claim or response ______

______( )______(Manufacturer's Name and Address) National ( )______Local Manufacturer's Warranty/Guarantee/ Project/Claim Number: ______

TO: Pinellas County School Board (Owner)

cc: Director, Facilities Design & Construction Department School Board of Pinellas County, Florida Walter Pownall Service Center 11111 South Belcher Road Largo, Florida 34643 (727) 547-7101

cc: Director, Maintenance Department Walter Pownall Service Center 11111 South Belcher Road Largo, Florida 34643 (727) 547-7233

Rev 09/07/00 Page 9F-57 (*) Note: The term Coating as used herein includes paint and other protective/decorative coatings. AND TO: ______Contractor, Name and Address Main Office Phone ( ) ______Local Phone ( ) ______

AND TO: ______Coating Subcontractor, Name and Address Main Office Phone ( ) ______Local Phone ( ) ______

DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT CERTIFIED BY PROJECT ARCHITECT ______

1. The above named Manufacturer hereby guarantees the materials have been manufactured in accordance with the best standards of the industry, and the Manufacturer's requirements, and such are free from defect in material or workmanship and are free of asbestos, mercury, and lead. Examples of product defects shall include, but are not limited to, chalking, chipping, peeling, delamination, blistering, (or fading or color change when the colors are selected in accordance with the "Project Architect and Engineer's Handbook" guidelines) or any deterioration of the coating system caused by defects in the material.

2. Determination of application and/or product failure shall be determined by the Project/Architect or his appointed representative.

3. The time period covered by the requirements of the guarantee paragraph number 1 above, for the Manufacturer, shall be as follows:

A. From time of the materials manufacture extending for a period of six (6) years after the date of Substantial Completion of the project set forth above.

B. And, for the time limitations of Florida Statutes of limitations, whichever is the longer obligation.

4. This warranty shall require the coating Manufacturer to pay for materials and labor reasonably required to repair the coated surfaces if failure occurs due to defects in the manufacture of the product, all without additional cost to the owner. Such replacement or repair work shall be equal to the Paint/Coatings system furnished under this contract, with repairs in accordance with Painting and Decorating Contractors' of America

Rev 09/07/00 Page 9F-58 Association standards, or as otherwise mutually agreed. This warranty shall not cover damage by fire, flood, moisture, improper surface preparation or other conditions beyond the control of the manufacturer. Determination of product failure shall be made by the Project Architect/Engineer of his appointed representative or, in absence thereof, by a mutually acceptable representative. This warranty does not obligate the Manufacturer for any damage to the building(s) or contents even though caused by defects in materials or workmanship, nor for loss of time or profits.

5. The time period for the warranty covered by the requirements of paragraph numbered 3. above, for the Manufacturer, shall be as follows:

A. During construction, and

B. From date of Substantial Completion of the project set forth in Division 1 of the Contract Documents extending for a time period of six (6) years.

6. The above named Manufacturer agrees to effect corrective work to the satisfaction of the Owner as quickly as is necessary to fully protect the Owner's best interests or, to otherwise allow the Owner to effect such corrective work without adversely affecting the terms of the guarantee and warranty, or without affecting any obligations of this above named manufacturer. The manufacturer agrees to reimburse the Owner for any documented fair and reasonable costs expended by the Owner to make such repairs.

7. No exculpatory words nor other terms lessening the requirements of this coating guarantee and warranty shall apply. No lesser warranty or guarantee, expressed or implied, shall apply. No less stringent or exculpatory words of the Manufacturer's "standard" or printed guarantee and/or warranty shall apply. Conversely, liability shall be as exclusively set forth in this document. Any modification to the wording of this document or attachments intending to modify these terms or refusal to execute this warranty and guarantee form shall be unacceptable to the Owner. Any of these changes will cause the Owner to withhold final payment to Contractor until this document is executed by Manufacturer as printed.

______Manufacturer's firm name (Typed)

______Signature

The foregoing instrument was acknowledged before me this ______day of ______, 20_____, by ______. (name of person acknowledging).

______

Rev 09/07/00 Page 9F-59 (Signature of Notary Public) (State of Florida)

PERSONALLY KNOWN ____ OR PRODUCED IDENTIFICATION ______TYPE OF IDENTIFICATION PRODUCED ______(ATTACH COPY)

When dealing with a corporation, partnership or trust or someone who is signing under a power of attorney, the following acknowledgment in a representative capacity is utilized:

The foregoing instrument was acknowledged before me this ______day of

______, 20____, by ______as ______Name of Person (Type of Authority ______for______.....e.g., officer, trustee, attorney in fact) (Name of Party on behalf

______. of whom instrument was executed)

______Signature of Notary Public State of Florida

PERSONALLY KNOWN ___ OR PRODUCED IDENTIFICATION_____ TYPE OF IDENTIFICATION PRODUCED______(ATTACH COPY)

Rev 09/07/00 Page 9F-60