Agenda packet — Roseville City Council, April 16, 2025 (part 14 of 27)

4. ASTM F710 - Standard Practice for Preparing Concrete to Receive Resilient Flooring

5. ASTM F1861 - Standard Specification for Resilient Wall Base

6. ASTM F386 - Standard Test Method for Thickness of Resilient Flooring Materials Having Flat Surfaces
F. National fire Protection Association (NFPA), www.nfpa.org

1. NFPA 253 - Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Energy Source

2. NFPA 258 - Test Method for Specific Density of Smoke Generated by Solid Materials City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
RESILIENT BASE AND ACCESSORIES 09 65 13 - 2

3. NFPA 255 - Test Method of Test of Surface Burning Characteristics of Building Materials G. International Code Council (ICC), www.iccsafe.org
H. National Sanitation Foundation (NSF), www.nsf.org
I. Occupational Safety and Health Administration (OSHA), www.osha.gov

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

B. Standards:

Item Name of Test Performance Testing Std.

Installed
Moldings
Accessible,
change in level
Are accessible ADA, Section 4.5.2 (Change in Level) & Section

4.5.3 (Carpet-Edge Trim Compliance)
Moldings Flammability Class 1, FS = 110
SDD = 870
Fuel Contribution = 55
ASTM E 648
Moldings Fire Rating Class 1 ASTM E 648
Refer to drawings and as herein specified
C. Sustainability:

1. Refer to Division 1 sustainability requirements.

2. Refer to product criteria identified herein.

1.4 SUBMITTALS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. Submit O&M (Operation and Maintenance) manuals in accordance with Division 1 requirements and as herein specified.

C. Refer to Division 1 for sustainability requirements
D. Submit Manufacturer’s data and shop drawings.

1. Primers

2. Cut sheet of each product type with color selections

3. Adhesive for each product type
E. Submit samples.

1. Of each product type x 6” long
F. Site mock-up, refer to “Mock-Up” heading.

1.5 QUALITY ASSURANCE
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
RESILIENT BASE AND ACCESSORIES 09 65 13 - 3
A. Refer to Division 1 for quality control requirements.

B. Contractor / Installer / Fabricator shall have been in business for five (5) years providing / installing / finishing similar size projects and complexity.

C. Manufacturer shall have been in business for five (5) years providing/installing/finishing similar size projects and complexity.

D. Lead Times:

1. General Contractor shall coordinate with supplier to verify product lead times during bids and at award of contract, and account for such lead times in their costs and schedules.

2. General Contractor shall provide an itemized list of materials which might have or are confirmed to have a lead time problem and what the anticipated lead time is.

3. General Contractor shall certify in writing that all materials have acceptable lead times as they relate to availability for sub-contractor and General Contractor to meet construction schedule and sequence of construction.

E. Material with lead times in question or confirmed to be in conflict with meeting the schedule and sequence of construction must be documented at time of bid F. Stipulations:

1. Products shall be approved for each application
G. Pre-Installation Conference: A pre-installation conference shall be held prior to commencement of field operations to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work.

1. Agenda for meeting shall include, but not be limited to; a. Various heights of finish flooring and compliance with accessibility criteria related to slopes, changes in heights, etc.

2. General Contractor shall request meeting 5 days in advance of construction.

H. Miscellaneous criteria:

1. Installation of transition trim, moldings, etc. shall not be installed until shop drawing of layout is reviewed.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Division 1 for product delivery, storage and handling requirements.

1.7 JOB CONDITIONS
A. Field-verify that all components, substrates, backing, etc. provided by others are installed correctly before proceeding with installation of products as herein specified.

1.8 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

C. Protect work under this section from damage by other trades.

1.9 GUARANTEE / WARRANTY
A. Refer to Division 1 for closeout submittal procedures.

B. Furnish initial one (1) year written warranty signed by manufacturer and installer agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

C. Furnish manufacturer’s additional two (2) year warranty agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship for all moldings.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

1.10 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to the following:

1. Substrate

2. Finish Flooring

3. Finish Base
B. Related Sections include, but are not limited to the following:

1. Division 1

2. Section 03 30 00 – Cast-in-Place Concrete

3. Section 03 00 61 – Concrete Floor Leveling, Patching and Grouting – Cementitious

4. Section 07 26 00 – Concrete Slab Vapor Emission Control Treatment

5. Section 09 30 00 – Tile and Stone

6. Section 09 65 16 – Resilient Sheet Flooring

7. Section 09 65 19 – Resilient Tile Flooring

8. Section 09 68 13 – Carpet Tile
C. Related Documents include, but are not limited to the following:

1. Division 1 Supplementary Conditions

1.11 OPERATION AND MAINTENANCE DATA
A. Submit as part of project closeout:

1. Complete instructions regarding maintenance of the materials, finishes, etc.

2. Refer to Division 1 for closeout submittal procedures.

1.12 SEQUENCING AND SCHEDULING
A. Schedule work and sequence with General Contractor.

C. Schedule slab vapor emission and PH testing of concrete floors prior to the installation of finish flooring.

1.13 EXTRA MATERIAL
A. Submit as part of project closeout:

1. Provide extra material for each product type, color, finish, etc. in same lot as installed product. a. Furnish written certification that extra materials supplied have been inspected and reconfirmed to be the same as those used in the Work.

2. Provide extra material in unopened fully labeled containers a. Do not supply anything less the full carton containers. b. Furnish in factory packaged and labeled cartons and identify cartons with Project name. c. Deliver materials to project premises just prior to substantial completion, and store at location directed by the Owner.

3. Provide the following (Include paint name, drawing designation, type and sheen) a. Four (4) 12’-0” lengths of each molding type & color.

1.14 VAPOR EMISSION AND ALKALINITY CONTROL COMPLIANCE
A. Refer to Section 07 26 00 – Concrete Slab Vapor Emission Control Treatment PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Single source responsibility, specified items shall be from one manufacturer.

B. Acceptable manufacturer shall be one of the following and as herein listed and in Drawings:

1. Roppe, www.roppe.com

2. Burke Mercer, www.burkemercer.com

3. Reviewed Equivalent by Architect.
a. Substitutions and deviations shall require Architect’s approval and shall be given in letterform.
b. Refer to Division 1 for substitution, deviation and/or submittal procedures. c. Proposed alternate products must be equal in terms of chemical composition, color, finish, configuration, performance standards, etc.

C. All products and materials indicated shall be installed according to current listed specification requirements and manufacturers specifications/recommendations.

D. Refer to drawings, details, and other related specification section whether listed or not.

E. Details shall set basic requirements for size and configuration of systems.

2.2 MATERIALS
A. Resilient Base: B1

1. Product Name: Pinnacles, as manufactured by Roppe, www.roppe.com,

2. Material Specification: ASTM F1861 Type TS – rubber, vulcanized thermoset Group 1 – solid, (homogenous) Style A – Straight, Style B – Cove, Style C – Butt-to

3. Material Height: 4” (101.6 mm)

4. Material Thickness: 1/8” (3.2 mm) per ASTM F 386

5. Material Length: 48” sections (1.22 m), 120’ (36.58 m)

6. Limited Warranty: 1 year, Manufacturing Only

7. Material & Composition: 100% vulcanized homogenous rubber compound comprised of a premium blend & SBR rubber materials.

8. Color: 150 Dark Grey

9. Surface Burning: ASTM E84/NFPA 255 Class B

10. Flammability/Critical Radiant Flux: ASTM E648 / NFPA 253 Class 1 (>0.45 Watts per sq. cm.), .082 W/cm2

11. Smoke Density: ASTM E662/NFPA 258 Passes (<450), 157 (flaming) - 197 (nonflaming)

12. Surface Burning: CAN/ULC-S102.2 FSR 50, SDS 175

13. Substrate Preparation: Per ASTM F710 and Roppe Technical Data Sheet

2.3 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the General Contractor subject to the approval of the Architect.

B. Installation Acrylic Adhesives:

1. Product Name: WB-600

2. Product Description: Acrylic Wall Base Adhesive

3. Product Usage: For standard, interior wall base installations over porous substrates only.

4. Product Name: AW-510

5. Product Description: Acrylic Wet-Set Adhesive

6. Product Usage: For interior wall base installations that require a more aggressive bond over porous substrates only

7. Product Name: C-630

8. Product Description: Water-Based Contact Adhesive

9. Product Usage: For interior wall base installations that require a more aggressive bond over porous or non-porous substrates.

C. Maintenance Cleaners:

1. Product Name: NC-900
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
RESILIENT BASE AND ACCESSORIES 09 65 13 - 7

2. Product Description: All-Purpose pH Neutral Cleaner

3. Product Usage: For initial, daily or routine maintenance and spot cleaning.

4. Product Name: PR-930

5. Product Description: Performance Finish Remover

6. Product Usage: For removal of finish that has been accidentally or erroneous applied to material.

PART 3 - PART 3 - EXECUTION

3.1 INSPECTION/EXAMINATION
A. Verification of Conditions:

1. Examine areas and conditions under which work is to be performed.

2. Identify conditions detrimental to proper or timely completion of work and coordinate with General Contractor to rectify.

B. Surface:

1. Examine and verify that receiving conditions of substrate have no defects or errors, which would result in poor or potentially defective application or cause latent defects in workmanship.

3.2 COORDINATION
A. Refer to Division 1 for project coordination requirements.

B. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

3.3 PREPARATION
A. Prepare work, substrates, etc. in accordance with manufacturer’s recommendations.

3.4 INSTALLATION
A. General:

1. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

3.5 MAINTENANCE
A. Product shall be installed, cleaned and sealed as herein specified and in accordance with each specific flooring manufacturers recommendations to maintain the following of their installed product, but not limited to;

1. Slip Resistance

2. Slip Resistance Coefficient of Friction of 0.6.

3. Warrantee requirements
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
RESILIENT BASE AND ACCESSORIES 09 65 13 - 8
B. Product shall be maintained by Owner after occupancy to maintain the Slip Resistance and coefficient of friction rating.

C. Refer also to PROTECTION AND CLEAN UP heading.

3.6 FIELD QUALITY CONTROL
A. Product manufacturer shall provide field service support as requested by the Installer/Applicator

1. General Contractor and the product manufacturer shall make periodic on-site inspections to ensure that the materials are being installed in strict accordance with manufacturer’s specifications.

2. The Applicator shall be responsible for the proper application of the materials.

B. The Applicator shall certify in writing the quality of work performed relative to the substrate system, details, installation procedures and workmanship is in accordance with project specifications and manufacturer's instructions.

C. The sealant applicator shall certify in writing that the sealant application is in accordance with the sealant manufacturer's recommendations

3.7 PROTECTION AND CLEAN UP
A. Refer to Division 1 for protection and cleaning requirements.

B. Subcontractor will keep the work areas in a clean and safe condition so his rubbish, waste, and debris do not interfere with the work of others.

C. Protect work and materials of this Section prior to and during installation, and protect the installed work and materials of other trades.

1. Clean adjacent surfaces free of caulking or sealant with mechanical action or solvent as necessary, avoiding damage to other materials.

D. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

E. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

F. After completion of work in this section, remove all erection equipment and implements of service, and debris.

1. Leave entire area in a neat, clean, acceptable condition.

G. Provide Guarantee/Warranties and Bonds as required in this specification section and as listed in Division 1 closeout submittal procedures.

H. Provide record drawings in accordance with Division 1 closeout submittal procedures.

I. Close out, on-site inspection will be at the discretion of the Architect after he receives the General Contractor’s NOTICE of “Certificate of Substantial Completion”.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
RESILIENT BASE AND ACCESSORIES 09 65 13 - 9
END OF SECTION 09 65 13
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
RESILIENT BASE AND ACCESSORIES 09 65 13 - 10

1.1 DESCRIPTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable dimensions at the job site.

D. Furnish materials and perform labor required to execute this work as indicated on the drawings, as specified herein and as necessary to complete the work required by project conditions, including but not limited to:

1. Linoleum sheet resilient flooring

2. Transition Trims and Accessories

3. Primers, adhesive and cleaners

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. (CCR) Title 24, (CBSC) Chapter 11 – California Green Building Standards Code

1. Non-residential new construction
a. All occupancy types
C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. American Society For Testing and Materials (ASTM), www.astm.org

1. ASTM E 1643 - Standard Practice for Installation of Water Vapor Retarders Used in Concrete with Earth or Granular Fill Under Concrete Slabs

2. ASTM F 137 - Standard Test Method for Flexibility of Resilient Flooring Materials

3. ASTM F 710 - Practice for Preparing Concrete Floors and Other Monolithic Floors to Receive Resilient Flooring.

4. ASTM F 970 - Test Method for Static Load Limit.

5. ASTM F 1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride

6. ASTM F 2034 - Standard Specification for Linoleum Sheet Flooring, Type 1.

E. National Fire Protection Association (NFPA), www.nfpa.org

1. NFPA 253 - Test Method for Critical Radiant Flux of Floor Covering Systems Using a Radiant Energy Source.

2. NFPA 258 - Test Method for Specific Density of Smoke Generated by Solid Materials.

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

3. Job site inspections shall be done as herein specified and as listed in drawings.

4. Testing shall be done as herein specified and as listed in drawings.

B. Standards:

Item Name of Test Performance Testing Std.

Slip Resistance Coefficient of
Friction
Flooring 0.6 min level to 5% ASTM D 2047
Slip Resistance Coefficient of
Friction

0.8 min greater than 5% ASTM D 2047
Movement
Joints
Locations Interior: not to exceed 24’-0” to
36’-0” in each direction over floor.

Exterior: not to exceed 8’-0” to 12’-
0” in each direction over floor.

TCNA EJ171-
07 Floor and
Wall
Finishes
Interior Surface Finishes Material shall be smooth, hard, non-absorptive material within
boundaries indicated in building
code and as revised to be more
inclusive as indicated in contract
documents.

CBC 1115B.3,
Item 6
Concrete
substrate
Vapor emission and alkalinity
levels
Levels shall be acceptable to
specific product manufacturers
criteria as herein specified and
indicated drawings.

Refer to
Section 07 26
00 Linoleum Standard spec for linoleum Meets of exceeds ASTM F 2034, Type 1
Flexibility Meets or exceeds ASTM F 137
Static load limit 0.002” compression with 250 psi
static load
ASTM F 970
Slip resistance Meets or exceeds >0.5 for flat
surfaces
ASTM D 2047
Critical Radiant Flux (CRF) Meets or exceeds Class 1 reqmts. ASTM E 648, NFPA 253
Smoke density <450 smoke developed ASTM E 662,
NFPA 258
Refer to drawings and as herein specified
C. Sustainability:

1. Refer to Section 01 81 00 – Project Sustainability Requirements

2. Refer to Part 2 herein.

1.4 SUBMITTALS
A. Refer to Section 01 33 00 – Submittal Procedures
B. Submit O&M (Operation and Maintenance) manuals in accordance with Section 01700 – Record Documents and Project Closeout, and as herein specified.

C. Refer to Section 01 81 13 – Project Sustainability Requirements D. Submit Manufacturer’s data and shop drawings.

1. Components:
a. Submit cutsheet for each product
1) Flooring
2) Base
3) Primer
4) Adhesive
5) Adhesive cleaner

2. Maintenance Instructions:
a. Submit manufacturer’s recommended maintenance practices for each type of flooring, base and accessory required to be included in maintenance manuals.

3. Product Data:
a. Submit manufacturer’s technical information including application instructions for primers, adhesives, sealants, floor finishing compounds, and leveling compounds for all materials.

4. Compatibility:
a. Submit letter from each manufacturer that the material adhesive and moisture vapor emission membrane system are compatible with each other and compatible with floor curing compound, cure & seal compound and floor sealer/coating.

E. Submit samples.

1. Submit the following samples of each type, color and pattern of resilient flooring and flooring accessory required, showing full-range of color and pattern variations. a. 12-inch long section of each resilient flooring accessory b. 12-inch long section of base
c. 12-inch long section of all transition trim products F. Site mock-up, refer to “Mock-Up” heading.

G. Certification:

1. Submit manufacturer’s certificate stating that materials furnished comply with specified requirements. Include supporting certified laboratory-testing data indicating that material meets specified test requirements.

1.5 QUALITY ASSURANCE
A. Refer to Section 01 45 00 - Quality Control.

B. Contractor /Installer/Fabricator shall have been in business for five (5) years providing/installing/ finishing projects of similar size and complexity.

C. Manufacturer shall have been in business for five (5) years providing/installing/finishing projects of similar size and complexity.

D. Material with lead times in question or confirmed to be in conflict with meeting the schedule and sequence of construction must be documented at time of bid.

E. Stipulations:

1. Shop drawing showing flooring and indicating all transitions shall be reviewed to meet design intent prior to installation proceeding.

F. Pre-Installation Conference: A pre-installation conference shall be held prior to commencement of field operations to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. Agenda for meeting shall include, but not limited to:

1. Flooring thicknesses and transition trim types and locations to be installed.

2. General Contractor shall request meeting 5 days in advance of construction.

G. Miscellaneous criteria:

1. Installation of transition trim, moldings, etc. shall not be installed until shop drawing of layout is reviewed.
a. Primer shall be applied over existing substrate as needed to fully adhere new material and meet all warranty criteria.
b. Adhesion testing shall be done to confirm compatibility of assembly.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Section 01 66 00 - Product Delivery, Storage and Handling Requirements B. Deliver materials in good condition to the jobsite in the manufacturer’s original unopened containers that bear the name, model, color and brand of the manufacturer, project identification, and shipping and handling instructions.

C. Store materials in a clean, dry, enclosed space off the ground, and protected from the weather and from extremes of heat and cold.

1. Protect adhesives from freezing.

2. Store flooring, adhesives and accessories in the spaces where they will be installed for at least 48 hours before beginning installation.

1.7 JOB CONDITIONS
A. Field verify that all components, backing, etc. provided by others are installed correctly before proceeding with installation of products as herein specified.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
RESILIENT SHEET FLOORING 09 65 16 - 5
B. Maintain a minimum temperature of 70ºF (21ºC) in spaces to receive flooring and base for at least 48 hours prior to installation, during installation, and for not less than 48 hours after installation.

C. Subsequently, maintain minimum temperature of 55ºF (13ºC) in areas where work is completed.

Do not install resilient flooring until they are at the same temperature as the space where they are to be installed.

D. Install flooring, base and accessories after other finishing operations, including painting, have been completed. Do not install resilient flooring over concrete slabs until the latter have been cured and are sufficiently dry to achieve bond with adhesive as determined by resilient flooring manufacturer’s recommended bond and moisture test.

E. Maintain minimum temperature of 65ºF (18ºC) in spaces to receive vapor emission membrane system for a minimum of 48 hours prior to application. Concrete floors shall be surface dry and free from loose dirt or other contaminating materials including concrete curing compounds.

F. Subfloor Moisture Conditions: Moisture emission rate of not more than 3 lb/100 sq. ft./24 hours (14.6 kg/1000 sq. m./24 hours) when tested by calcium chloride moisture test in compliance with CRI 104, 6.2.1, with subfloor temperatures not less than 55ºF (12.7ºC).

1. Refer to Section 07 28 00 – Concrete Slab Vapor Emission and Alkalinity control Treatment for additional information.

G. Coordinate schedule and sequence of installation of resilient base and accessories with other flooring and wall finish installations.

1.8 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

B. Finish work defaced with other materials on surface shall be replaced.

C. Protect work under this section from damage by other trades.

1.9 GUARANTEE / WARRANTY
A. Refer to Section 01 78 00 – Closeout Submittals
B. Furnish initial one (1) year written warranty signed by manufacturer and installer agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner .

C. Furnish manufacturer’s additional warrantees as herein scheduled agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

D. Furnish installing contractors additional warrantees as herein scheduled agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

1. Linoleum sheet: 5 year

2. Transition Trim: 5 year

1.10 RELATED WORK / SECTIONS
A. The following is related work including, but not limited to the following:

1. Floor substrate

2. Vapor emissions of substrate

3. Wall finish
B. The following are related sections, including, but not limited to the following:

1. Section 01 83 00 – Project Sustainability Requirements

2. Section 01 74 19 – Construction Waste Management and Disposal/Recycling

3. Section 03 30 00 – Cast in Place Concrete.

4. Section 07 28 00 – Concrete Slab Vapor Emission and Alkalinity Control Treatment

5. Section 09 65 13 – Resilient Base and Accessories

1.11 OPERATION AND MAINTENANCE DATA
A. Submit as part of project closeout:

1. Complete instructions regarding maintenance of the materials, finishes, etc.

2. Comply with Section 01 78 00 – Closeout Submittals.

1.12 SEQUENCING AND SCHEDULING
A. Schedule work and sequence with General Contractor.

B. Schedule required testing, prior to the installation of materials, components, etc.

C. General Contractor shall coordinate slab vapor emission and PH testing of concrete floors and ensure that concrete treatment within criteria of finish flooring is complete prior to the installation of finish flooring as herein specified.

1.13 EXTRA MATERIAL
A. Submit as part of project closeout:

1. Provide extra material for each product type, color, finish, etc. in same lot as installed product.

2. Provide extra material in unopened fully labeled containers.

3. Provide the following:
a. Furnish five percent (5%) of total installed area/length of each type of flooring, base and accessory from same lot as used in work.

4. Mark containers of material with manufacturer’s name, color pattern and label “Extra Stock”.

1.14 VAPOR EMISSION AND ALKALINITY CONTROL COMPLIANCE
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
RESILIENT SHEET FLOORING 09 65 16 - 7
A. Refer to Section 07 28 00 – Concrete Slab Vapor Emission and Alkalinity Control Treatment PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Single source responsibility, specified items shall be from manufacturer specified.

B. Acceptable manufacturer/fabricator/installer shall meet the requirements as herein specified and also as indicated in the drawings.

1. Reviewed Equivalent by Architect.
a. Substitutions and deviations shall require Architect’s approval and shall be given in letterform.
b. Refer to Section 01 25 00 – Substitution & Deviation Procedures and Section 01 33 00 – Submittals, Substitutions and Deviations.
c. Proposed alternate products must be equal in terms of chemical composition, color, finish, configuration, performance standards, etc.

C. All products and materials indicated shall be installed according to current listed specification requirements and manufacturers specifications/recommendations.

D. Refer to drawings, details, and other related specification section whether listed or not.

E. Details shall set basic requirements for size and configuration of systems.

2.2 MATERIAL SCHEDULE
A. Single source responsibility, specified items shall be from manufacturer specified.

1. Linoleum: RF3 – See plan document for finish materials and as herein listed:
a. Schedule:
1) Mfgr: Forbo Flooring, Inc.
2) Product: Marmoleum
3) Sheet Width: 79” (2 meters)
4) Length: 105’ (32 meters)
5) Gauge: 1/10” (2.5 meters)
6) Backing: Jute fabric
7) Material: Homogeneous floor covering made from natural ingredients including flax seed oil, rosin binders, wood flour, limestone and dry pigments mixed and then calendared onto a natural jute backing. 8) Color: 5249 Stonehenge
9) Adhesive: As approved and recommended by manufacturer 10) Trim: ArmorCove prefabricated cove backing

2. Transition Trim/Accessories - See plan document for finish materials and as herein listed:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
RESILIENT SHEET FLOORING 09 65 16 - 8
a. General:
1) For patching, smoothing, and leveling monolithic subfloors, provide manufacturer’s recommended and approved products.
2) Provide transition/reducing strips tapered to meet abutting materials. 3) Provide threshold of thickness and width as shown on the drawings. 4) Provide metal edge strips of width shown on the drawings and of required thickness to protect exposed edges of the flooring. Provide units of maximum available length to minimize the number of joints. Use butt-type metal edge strips for concealed anchorage, or overlap-type metal edge strips for exposed anchorage. Unless otherwise shown, provide strips made of extruded aluminum with a mill finish.

2.3 PRIMERS, SEALERS, AND ADHESIVES
A. Type as recommended by manufacturer for conditions of installation.

B. Schedule:

1. Linoleum sheet resilient flooring: Adhesive as recommended by manufacturer a. Adhesive: Forbo Sustain 1195, Forbo Sustain 100, Forbo L 885 or Forbo 600

2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the General Contractor subject to the approval of the Architect Owner B. Type as recommended by manufacturer for conditions of installation.

C. Adhesives and fasteners not specifically described but required for a complete and proper installation of resilient flooring, shall be only as recommended by the manufacturer of the material to which it is applied, and shall be subject to the approval of the Architect.

PART 3 - EXECUTION

3.1 INSPECTION / EXAMINATION
A. Verification of Conditions:

1. Examine areas and conditions under which work is to be performed.

2. Identify conditions detrimental to proper or timely completion of work and coordinate with General Contractor to rectify.

B. Surface:

1. Examine and verify that receiving conditions of substrate have no defects or errors, which would result in poor or potentially defective application or cause latent defects in workmanship.

2. Examine substrate prior to installation to determine that surfaces are smooth and free from cracks, holes, ridges, and other defects that might prevent adhesive bond or impair durability or appearance of the flooring material.

3. Inspect subfloors prior to installation to determine that surfaces are free from curing, sealing, parting and hardening compounds; residual adhesives; adhesive removers; and other foreign materials that might prevent adhesive bond.
a. Visually inspect for evidence of moisture, alkaline salts, carbonation, dusting, mold, or mildew.

4. Concrete Subfloors: Verify that concrete slabs comply with American Society of Testing and Materials (ASTM) F 710 and the following:
a. Slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials whose presence would interfere with installation of vapor emission membrane system and bonding of adhesive. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by vapor emission membrane system and resilient flooring manufacturer.
b. Finishes of subfloors comply with tolerances and other requirements specified in Section 03 30 00 - Cast-in-Place Concrete for slabs receiving resilient flooring. c. Subfloors are free of cracks, ridges, depressions, scale, and foreign deposits of any kind. 1) Comply with Section 07 28 00 – Concrete Slab Vapor Emission and Alkalinity Control Treatment

5. Perform bond and moisture tests on concrete subfloors to determine if surfaces are sufficiently cured and dry as well as to ascertain presence of curing compounds as recommended by vapor emission membrane system and flooring manufacturer. Provide 1 Calcium Chloride test in every 1,000 sq. ft. area or fraction thereof.

6. Do not proceed with installation until unsatisfactory conditions have been corrected.

Proceeding with the work signifies that the General Contractor accepts the substrate, surfaces & conditions and any problems related to the substrate shall be repaired to the satisfaction of the Owner’s Representative without any additional cost to the Owner.

C. Work of all other trades, including painting, shall be substantially completed before start of laying flooring and permanent heating system must be in operation.

D. Failure to call attention to defects or imperfections will be construed as acceptance and approval of the subfloor. Installation indicates acceptance of substrates with regard to conditions existing at the time of installation.

3.2 COORDINATION
A. Refer to Section 01 31 13 – Project Coordination.

B. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

3.3 PREPARATION
A. Prepare work, substrates, etc. in accordance with manufacturer’s recommendations.

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B. General area and each room where resilient flooring is scheduled for installation shall have ALL debris, rubbish and waste materials removed before any finish flooring is installed.

C. Immediately Prior to Installation of Resilient Flooring:

1. Provide subflooring surfaces thoroughly dry, broom clean, free of grease, oil, paint, varnish, curing compounds, hardeners, sprinkled cement, dirt, crumbly or scaly surfaces and any foreign matter that will impair adhesion, or show through finish flooring surface if covered over.

D. Subflooring surfaces shall be between 68ºF +/- 5ºF and level with on more than 1/8 inch in 10 feet variation from level.

1. Variation shall not be collective.
a. Fill holes, cracks and all other irregularities in subfloor with patching, leveling compounds before proceeding.

2. Submit resilient floor manufacturers recommended filling, patching and leveling compounds for required subfloor to Architect’s Review before proceeding with the work. a. Thickness as required to provide level transition between sheet goods and carpet.

3. Patching and leveling compounds supplied shall be warranted to meet the following requirements.
a. Recommended by manufacturer as the appropriate product that will bond to the surface material for which it is being applied. Bond strength 150 - 200 psi./Meet or exceed compressive strength of 2,500 psi.

4. Steel troweled (slick) finished concrete floors shall be properly roughened to ensure adhesion.

5. All concrete subfloors shall be prepared according to American Society of Testing and Materials (ASTM) F710-82, preparing concrete floors and other monolithic floors to receive resilient flooring.

6. All curing, hardening and breaking compounds must be removed.

E. Remove paint, varnish, oils, release agents, sealers, and waxes. Remove residual adhesives as recommended by the flooring manufacturer. Remove curing and hardening compounds not compatible with the adhesives used, as indicated by a bond test or by the compound manufacturer’s recommendations for flooring. Avoid organic solvents.

F. Starting of work shall be construed as acceptance of the condition of the underflooring by Installer.

G. Perform subfloor “Vapor Emission and Alkalinity Testing”/Calcium Chloride Tests (and Bond Tests) as herein specified and described in manufacturer’s publications to determine if surfaces are dry; free of curing and hardening compounds, old adhesive, and other coatings; and ready to receive flooring.

1. Refer to and coordinate with Section 03 30 00 – Cast in Place Concrete H. Vacuum or broom-clean surfaces to be covered immediately before the application of flooring.

Make subfloor free from dust, dirt, grease, and all foreign materials.

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I. Prime subfloors before installing resilient flooring. Submit manufacturer's complete catalog and/or brochure for each type of subfloor primer to be used.

3.4 INSTALLATION
A. General:

1. Install materials in strict compliance with detailed instructions issued by manufacturer of material, considering the use of "should" as indicating mandatory requirements. Work of all other trades, including painting, shall be substantially completed before start of laying flooring and permanent heating system must be in operation.

2. Install materials in compliance with;
a. RFCI, “Recommended Work Procedures for Resilient Floor Coverings.”

3. Where different colored materials occur in adjoining rooms or spaces, make color change on a line centering, under door when closed, unless indicated/noted otherwise.

4. Lay materials true to line, level, and with tight joints. Cut materials to and around permanent fixtures, equipment and bases.

5. Maintain reference markers, holes, or openings that are in place or plainly marked for future cutting by repeating on finish flooring as marked on subfloor. Use chalk or other nonpermanent marking device.

6. Coordinate installation to maintain pattern and colors indicated in the drawings and schedules.

B. Areas to be Covered: For spaces schedule to receive flooring, include closets and similar openings, toe spaces, door reveals, alcoves or recesses opening off these spaces. Covering required under permanently built-in furniture.

C. Linoleum Sheet Resilient Flooring:

1. Install with adhesives, assuring solid contact with subflooring and producing smooth, even finished surfaces with tightly jointed, accurately aligned manner, all in accordance with installation directions.

2. Seal joints around pipes and other vertical surfaces with adhesive.

3. Flooring shall be free from blisters, cracks, protruding particles, embedded foreign materials or other physical defects affecting its appearance or serviceability, and accurately cut with straight edges, corners.

D. Edging Strips: Except where thresholds are noted, where covered by rubber base, provide adhesive applied edging reducer strips at all exposed resilient flooring edges. Where flooring terminates at door opening, center strip under door when door is in a closed position, U.N.O.

E. Rubber/Resilient Base:

1. Adhesive:
a. Use extreme care not to spread adhesive above top of base. b. Base material shorter than 48" in length shall not be used unless wall length from corner to corner is less.
c. Do not install base until backing material is thoroughly dry.

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d. Where voids are found to exist at top of base because of wall irregularities, fill neatly flush to top of base.
e. Install base so as to obtain full adhesion to the backing over 100% of base contact surface.

2. Where rubber base or resilient is scheduled, provide around entire perimeter or space, including casework, pilasters, or other projections.

3. Apply top set wall base to walls, columns, casework, and other permanent fixtures in areas where top-set base is required. Install base in lengths as long as practical, with inside corners fabricated from base materials that are mitered coped. Tightly bond base to vertical substrate with continuous contact at horizontal and vertical surfaces. a. Install inside and exterior corners before installing straight pieces. b. On irregular substrates, fill voids along top edge of resilient wall base with manufacturer’s recommended adhesive filler material.
c. Place resilient accessories so that they are butted to adjacent materials of type indicated and bond to substrates with adhesive.
d. Cut base into accurate lengths to minimize the number of joints/seams and double cut ends. Install butt joint ends tightly so that joint width is not greater than 1/64. e. Scribe base accurately at adjacent materials. Press firmly into adhesive and downward so that bottom edge follows floor profile. Do not cause top edge or seam to gap or pull away from the wall.
f. Miter internal corners. Backcut running base and form exterior corners. Install preformed end stops at exposed ends of base. Edges, seams and surface of base and corners shall conform to wall, adjacent base and flooring without gaps.

4. Fill voids with plastic filler along the top edge of the resilient wall base or integral cove cap on masonry surfaces or on similar irregular substrates.

3.5 INSTALLATION OF ACCESSORIES
A. Place edge strips/transition trims tightly butted to flooring, and secure with adhesive recommended by the edge strip manufacturer.

1. Install edge strips at edges of flooring that would otherwise be exposed.

B. Apply metal edge strips where shown on the drawings and as specified.

1. Section units to the substrate, complying with the edge strip manufacturer’s recommendations.

3.6 ADJUSTING, CLEANING AND FINISHING
A. Cleaning: After flooring and base materials have set sufficiently to become seated, that welded seams have cured, wash with neutral cleaner to remove excess mastic/adhesive. Leave floor clean, free of debris, waste & defects.

B. When work of all trades is 100% complete, replace damaged flooring/base material with new.

Immediately prior to final inspection (not sooner than 5 days following installation), have floor thoroughly cleaned with neutral cleaner, dried and apply finishing material in accordance with City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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manufacturer's recommendations. Polish thoroughly. Delay cleaning and finishing until just prior to occupancy by Owner.

C. Clean floor substrate with manufacturers recommended material.

D. Polish floor with manufacturers recommended products and quantity of coats for “High Traffic” areas.

E. Apply sealer to flooring in accordance with manufacturers recommendations.

F. Polish base with manufacturers approved liquid emulsion polish in accordance with manufacturer’s written instructions.

3.7 PROTECTION AND CLEAN UP
A. Refer to Section 01 74 00 – Protection and Cleaning.

B. Keep areas of work and building free from accumulated debris, rubbish and waste materials.

C. Protect work and materials of this Section prior to and during installation, and protect the installed work and materials of other trades.

1. Clean adjacent surfaces free of caulking or sealant with mechanical action or VOC compliant solvent as necessary, avoiding damage to other materials.

2. Remove masking tape after tooling joints, leaving finished work in neat and clean condition.

3. Clean-up and leave premise broom clean. Clean adjoining work spotted or otherwise defaced by work of this Section.

D. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

E. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

F. After completion of work in this section, remove all erection equipment and implements of service, and debris.

1. Leave entire area in a neat, clean, acceptable condition.

G. Provide Guarantee/Warranties and Bonds as required in this specification section and as listed in Section 01 78 00 – Closeout Submittals.

H. Close out, on-site inspection will be at the discretion of the Architect after he receives the General Contractor’s NOTICE of “Certificate of Substantial Completion”.

END OF SECTION 09 65 16
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1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable dimensions, clearances and heights at the jobsite.

1. Resilient Solid Vinyl Tile material and installation

2. Adhesives

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. (CCR) Title 24, (CBSC) Chapter 11 – California Green Building Standards Code

1. Non-residential new construction
a. All occupancy types
C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. American Society For Testing and Materials (ASTM), www.astm.org

1. ASTM E 648 Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source

2. ASTM E 662 Standard Test Method for Specific Optical Density of 450 Smoke Generated by Solid Materials

3. ASTM F 1700 Standard Specification for Solid Vinyl Tile

4. ASTM F 1869 Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride

5. ASTM F 2170 Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using In-situ Probes
E. Refer to standards herein listed with specific products/materials.

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

3. Job site inspections shall be done as herein specified and as listed in drawings.

4. Testing shall be done as herein specified and as listed in drawings.

B. Standards:

Item Name of Test Performance Testing Std.

Vinyl material surface Class III, Type B –
Embossed Surface.

Comply ASTM F 1700
Vinyl material resistance to heat and
resistance to light
resistance to heat and
resistance to light
ASTM F 1700
Vinyl tile Installation
procedures
Comply Armstrong
Guaranteed
Installation
System", F-5061.

Refer to drawings and as herein specified
C. Sustainability:

1. Refer to Division 1 sustainability requirements.

2. Refer to product criteria identified herein.

D. Construction Testing:

Item Name of Test Performance
Results
Testing Std.

Final Substrate as
provided by General
Contractor
Moisture – Vapor
Emissions level
(MVER)
MVER shall not
exceed 7 lbs./1000
sq. ft./24 hrs.
• Section 07 28 00 –
Concrete Slab Vapor
Emission And Alkalinity
Control Treatment
• ASTM F 1869,“Standard
Test Method for
Measuring Moisture
Vapor Emission Rate of
Concrete Subfloor
Using Anhydrous
Calcium Chloride”
Final Substrate as
provided by General
Contractor
Relative humidity Relative humidity
shall not exceed
90%.
• Section 07 28 00 –
Concrete Slab Vapor
Emission And Alkalinity
Control Treatment
• ASTM F 2170, “Standard
Test Method for
Determining Relative
Humidity in Concrete
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Slabs Using in-situ
Probes”
Final Substrate as
provided by General
Contractor
Bond strength Comply • Section 07 28 00 –
Concrete Slab Vapor
Emission And Alkalinity
Control Treatment
• Bond Tests as described
in publication F-5061,
"Armstrong Guaranteed
Installation System
Chloride”
Water Vapor Emissions per mfgr’s recommendations and acceptance of existing substrate E. Construction Testing / Inspection by others:

Item Name of Test Performance Results By Whom
Substrate Vapor and alkalinity
levels
Comply with adhesive
used for vinyl tile
Refer to Section
07 28 00 –
Concrete Slab
Vapor Emission
And Alkalinity
Control
Treatment
Substrate Moisture – Vapor
Emissions level
(MVER) and Relative
humidity
• MVER shall not
exceed 7 lbs./1000
sq. ft./24 hrs.
• Relative humidity
shall not exceed
90%.

Section 07 28 00
– Concrete Slab
Vapor Emission
And Alkalinity
Control
Treatment
F. Construction Monitoring/Observations by others:

Item Name of Test Performance Results By Whom
Vinyl Tile Const. Waste
Management
Comply Refer to Division
1 for construction
waste
management and
disposal/recycling
requirements

1.4 SUBMITTALS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

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B. Submit O&M (Operation and Maintenance) manuals in accordance with Division 1 requirements and as herein specified.

C. Refer to Division 1 for sustainability requirements
D. Submit Manufacturer’s data and shop drawings.

1. Submit shop drawings including, but not limited to;
a. Layout plan with starting points
b. Seaming plan
c. Coving details
d. Manufacturer's technical data, installation and maintenance instructions. 1) Latest edition of "Armstrong Guaranteed Installation System," F-5061 for flooring and accessories.

E. Submit samples.

1. Samples of all colors and finishes indicated in drawings

2. Accessories
F. Certification:

1. Sustainability criteria

2. Manufacturer's certification that the flooring has been tested by an independent laboratory and complies with the required fire tests.

1.5 QUALITY ASSURANCE
A. Refer to Division 1 for quality control requirements.

B. Contractor / Installer / Fabricator shall have been in business for five (5) years providing / installing / finishing projects of similar size and complexity.

C. Manufacturer shall have been in business for five (5) years providing/installing/finishing projects of similar size and complexity.

D. Material with lead times in question or confirmed to be in conflict with meeting the schedule and sequence of construction must be documented at time of bid E. Stipulations:

1. Installer shall be competent in the installation of Armstrong solid vinyl tile and plank flooring.

1. Agenda for meeting shall include, but not be limited to; a. Substrate preparation
b. Substrate treatment for vapor emissions and/or alkalinity control c. Layout
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2. General Contractor shall request meeting 5 days in advance of construction.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Division 1 for product delivery, storage and handling requirements.

1.7 JOB CONDITIONS
A. Field-verify that all components, substrates, backing, etc. provided by others are installed correctly before proceeding with installation of products as herein specified.

B. Store materials in a clean, dry, enclosed space off the ground, and protected from the weather and from extremes of heat and cold. Protect adhesives from freezing. Store flooring, adhesives and accessories in the spaces where they will be installed for at least 48 hours before beginning installation.

C. Maintain a minimum temperature in the spaces to receive the flooring and accessories of least 48 hours before, during, and for not less than 48 hours after installation. At;

1. 65ºF (18ºC) minimum

2. 100ºF (38ºC)] maximum temperature
a. 85ºF (29ºC) for Epoxy Adhesive

3. Thereafter the 48 hours after installation, maintain a minimum temperature of 55ºF (13ºC) in areas where work is completed.
a. Protect all materials from the direct flow of heat from hot-air registers, radiators, or other heating fixtures and appliances.

D. Install flooring and accessories after the other finishing operations, including painting, have been completed. Close spaces to traffic during the installation of the flooring. Do not install flooring over concrete slabs until they are sufficiently dry to achieve a bond with the adhesive, in accordance with the manufacturer's recommended bond and moisture tests.

1.8 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

B. Finish work defaced with other materials on surface shall be replaced.

C. Protect work under this section from damage by other trades.

1.9 GUARANTEE / WARRANTY
A. Refer to Division 1 for closeout submittal procedures.

B. Furnish fifteen (15) year written commercial warranty signed by manufacturer and installer agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

1.10 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to the following:

1. Floor slab

2. Raised deck floor slabs

3. Vapor emissions and alkalinity control treatment
B. Related Sections include, but are not limited to the following:

1. Division 1

2. Section 03 00 51 – Concrete Cleaning

3. Section 03 00 61 – Concrete Floor Leveling, Patching and Grouting – Cementitious

4. Section 03 30 00 – Cast-In-Place Concrete

5. Section 07 28 00 – Concrete Slab Vapor Emission and Alkalinity Control Treatment

6. Section 09 65 13 – Resilient Base and Accessories
C. Related Documents include, but are not limited to the following:

1. Division 1 - Supplementary Conditions

1.11 OPERATION AND MAINTENANCE DATA
A. Submit as part of project closeout:

1. Complete instructions regarding maintenance of the materials, finishes, etc.

2. Refer to Division 1 for closeout submittal procedures.

1.12 SEQUENCING AND SCHEDULING
A. Schedule work and sequence with General Contractor.

B. Schedule required testing, prior to the installation of materials, components, etc.

1.13 EXTRA MATERIAL
A. Submit as part of project closeout:

2. Provide extra material in unopened fully labeled containers. a. Do not supply anything less the full carton containers. b. Furnish in factory packaged and labeled cartons and identify cartons with Project name. c. Deliver materials to project premises just prior to substantial completion, and store at location directed by the Owner.

3. Provide the following
a. 5% of tile installed
b. Enough of adhesive to install a minimum of 5% additional tiles

1.14 VAPOR EMISSION AND ALKALINITY CONTROL COMPLIANCE
A. Refer to Section 07 28 00 – Concrete Slab Vapor Emission and Alkalinity Control Treatment PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Single source responsibility, specified items shall be from one manufacturer.

B. Acceptable manufacturer shall be one of the following and as listed herein and in Drawings:

1. Armstrong World Industries, www.armstrong.com/commflooringna

2. Reviewed Equivalent by Architect.
a. Substitutions and deviations shall require Architect’s approval and shall be given in letterform.
b. Refer to Division 1 for substitution, deviation and/or submittal procedures. c. Proposed alternate products must be equal in terms of chemical composition, color, finish, configuration, performance standards, etc.

C. All products and materials indicated shall be installed according to current listed specification requirements and manufacturers specifications/recommendations.

D. Refer to drawings, details, and other related specification section whether listed or not.

E. Details shall set basic requirements for size and configuration of systems.

2.2 MATERIALS
A. General:

1. Luxury Vinyl Tile: RF1
B. Tile:

1. Mfgr: CityWide LVT

2. Series: No pad

3. Color: CW 12001 Wilshire Boulevard, or as selected by Architect a. Refer also to drawings Finish Schedule for additional information

4. Thickness: 0.0787 in. (2.0 mm) gauge nominal total thickness

5. Size:
a. 7 in. x 48 in.
b. Refer to drawings, Finish Schedule
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6. Composition:
a. Tough, clear, unfilled, polyurethane-coated, 12 mil thick wear layer composed of polyvinyl chloride resins, plasticizers, stabilizers, and processing aids over a printed film on an intermediate layer over a filled vinyl backing.
1) Flooring shall meet composition, size, thickness, squareness, flexibility, residual indentation, resistance to chemicals, resistance to heat and resistance to light requirements of ASTM F 1700, “Standard Specification for Solid Vinyl Tile,” Class III, Type B – Embossed Surface.

C. Base:

1. Refer to Section 09 65 13 – Resilient Base & Accessories D. Adhesive:

1. Mfgr: Metroflor

2. Products: Prevail 6000 adhesive

B. Accessories:

1. For patching, smoothing, and leveling monolithic subfloors (concrete, terrazzo, quarry tile, ceramic tile, and certain metals), provide;

2. For sealing joints between the top of wall base or integral cove cap and irregular wall surfaces such as masonry, provide plastic filler applied according to the manufacturer's recommendations.

3. Provide transition/reducing strips tapered to meet abutting materials.

4. Provide threshold of thickness and width as shown on the drawings.

5. Provide resilient edge strips of width shown on the drawings, of equal gauge to the flooring, homogeneous vinyl or rubber composition, tapered or bullnose edge, with color to match or contrast with the flooring, or as selected by the Architect from standard colors available.

6. Provide metal edge strips of width shown on the drawings and of required thickness to protect exposed edges of the flooring.
a. Provide units of maximum available length to minimize the number of joints. b. Use butt-type metal edge strips for concealed anchorage, or overlap-type metal edge strips for exposed anchorage.
c. Unless otherwise shown, provide strips made of extruded aluminum with a mill finish.

PART 3 - EXECUTION

3.1 INSPECTION/EXAMINATION
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A. Field measure and examine substrates, supports, and other conditions under which work is to be performed.

B. Examine subfloors prior to installation to determine that surfaces are smooth and free from cracks, holes, ridges, and other defects that might prevent adhesive bond or impair durability or appearance of the flooring material.

C. Inspect subfloors prior to installation to determine that surfaces are free from curing, sealing, parting and hardening compounds; residual adhesives; adhesive removers; and other foreign materials that might prevent adhesive bond.

1. Visually inspect for evidence of moisture, alkaline salts, carbonation, dusting, mold, or mildew.

D. Report conditions contrary to contract requirements that would prevent a proper installation.

1. Do not proceed with the installation until unsatisfactory conditions have been corrected.

E. Failure to call attention to defects or imperfections will be construed as acceptance and approval of the subfloor.

1. Installation indicates acceptance of substrates with regard to conditions existing at the time of installation

3.2 COORDINATION
A. Refer to Division 1 for project coordination requirements.

B. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

3.3 PREPARATION
A. Prepare work, substrates, etc. in accordance with manufacturer’s recommendations.

B. Smooth concrete surfaces, removing rough areas, projections, ridges, and bumps, and filling low spots, control or construction joints, and other defects with filler as herein specified and as recommended by the flooring manufacturer.

C. Remove paint, varnish, oils, release agents, sealers, and waxes.

1. Remove residual adhesives as recommended by the flooring manufacturer.

2. Remove curing and hardening compounds not compatible with the adhesives used, as indicated by a bond test or by the compound manufacturer's recommendations for flooring.

3. Avoid organic solvents.

D. Moisture – Vapor emissions and alkalinity testing and remedial treatment shall be performed and treated by others in accordance with Section 07 28 00 – Concrete Slab Vapor Emission And Alkalinity Control Treatment

1. Perform subfloor moisture testing in accordance with herein listed standards to floor substrate as provided for final installation of flooring to determine if substrate is acceptable.

2. Perform subfloor humidity testing in accordance with herein listed standards to floor substrate as provided for final installation of flooring to determine if substrate is acceptable.

3. Perform subfloor bond strength testing in accordance with herein listed standards to floor substrate as provided for final installation of flooring to determine if substrate is acceptable. a. Determine if surfaces are dry; free of curing and hardening compounds, old adhesive, other coatings and if substrate if treated under separate section is ready to receive flooring

4. Perform subfloor pH tests on concrete floors regardless of their age or grade level.

5. All test results shall be documented and retained.

E. Broom clean and vacuum surfaces to be covered immediately before the application of flooring.

1. Make subfloor free from dust, dirt, grease, and all foreign materials.

3.4 INSTALLATION
A. General:

1. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

B. Flooring:

1. Install flooring in strict accordance with the latest edition of flooring manufacturer’s written instructions.

2. Install flooring wall to wall before the installation of floor-set cabinets, casework, furniture, equipment, movable partitions, etc. Extend flooring into toe spaces, door recesses, closets, and similar openings as shown on the drawings.

3. If required, install flooring on pan-type floor access covers. Maintain continuity of color and pattern within pieces of flooring installed on these covers. Adhere flooring to the subfloor around covers and to covers.

4. Scribe, cut, and fit to permanent fixtures, columns, walls, partitions, pipes, outlets, and built-in furniture and cabinets.

5. Install flooring with adhesives, tools, and procedures in strict accordance with the manufacturer's written instructions. Observe the recommended adhesive trowel notching, open times, and working times.

C. Accessories:

1. Apply top set wall base to walls, columns, casework, and other permanent fixtures in areas where top-set base is required if included under this scope of work. a. Install base in lengths as long as practical, with inside corners fabricated from base materials that are mitered or coped.
b. Tightly bond base to vertical substrate with continuous contact at horizontal and vertical surfaces.

2. Fill voids with plastic filler along the top edge of the resilient wall base or integral cove cap on masonry surfaces or other similar irregular substrates if included under this scope of work..

3. Place resilient edge strips tightly butted to flooring, and secure with adhesive recommended by the edge strip manufacturer. Install edge strips at edges of flooring that would otherwise be exposed if included under this scope of work.

4. Apply butt-type and/or overlap metal edge strips where shown on the drawings,[before and/or after flooring installation.
a. Secure units to the substrate, complying with the edge strip manufacturer's recommendations.

3.5 MAINTENANCE TREATMENT
A. Perform initial maintenance in accordance with flooring manufacturer’s recommendations.

1. Refer to Armstrong Guaranteed Installation System," F-5061.

3.6 FIELD QUALITY CONTROL
A. Product manufacturer shall provide field service support as requested by the Installer/Applicator

1. General Contractor and the product manufacturer shall make periodic on-site inspections to ensure that the materials are being installed in strict accordance with manufacturer’s specifications.

2. The Applicator shall be responsible for the proper application of the materials.

C. Protect installed flooring as recommended by the flooring manufacturer against damage from rolling loads, other trades, or the placement of fixtures and furnishings.

1. See Finishing The Job in "Armstrong Guaranteed Installation System," F-5061.

3.7 TESTING
A. Refer to Testing Heading, Part one of this specification.

3.8 PROTECTION AND CLEAN UP
A. Refer to Division 1 for protection and cleaning requirements.

B. Subcontractor will keep the work areas in a clean and safe condition so his rubbish, waste, and debris do not interfere with the work of others.

C. Protect work and materials of this Section prior to and during installation, and protect the installed work and materials of other trades.

1. Clean adjacent surfaces free of caulking or sealant with mechanical action or solvent as necessary, avoiding damage to other materials.

D. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

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RESILIENT TILE FLOORING 09 65 19 - 12
E. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

F. After completion of work in this section, remove all erection equipment and implements of service, and debris.

1. Leave entire area in a neat, clean, acceptable condition.

G. Provide Guarantee/Warranties and Bonds as required in this specification section and as listed in Division 1 closeout submittal procedures.

H. Provide record drawings in accordance with Division 1 closeout submittal procedures.

I. Close out, on-site inspection will be at the discretion of the Architect after he receives the General Contractor’s NOTICE of “Certificate of Substantial Completion”.

END OF SECTION 09 65 19
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CARPET TILE 09 68 13 - 1
SECTION 09 68 13 – CARPET TILE
PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable dimensions at the jobsite.

1. Tile Carpet and necessary accessories as specified, indicated in drawings and/or or not to complete this section, including but not limited to:
a. Carpet tiling
b. Adhesive & tapes
c. Carpet tiling edge guards, trim, and accessories as indicated and required to provide finished product, transitions to concrete, carpet tile, resilient flooring and comply with applicable codes and acts.

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. (CCR) Title 24, (CBSC) Chapter 11 – California Green Building Standards Code

1. Non-residential new construction
a. All occupancy types
C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. American Society For Testing and Materials (ASTM)
E. ASTM

1. ASTM F 710 Standard Practice for Preparing Concrete to Receive Resilient Flooring

2. ASTM E 1643 Standard Practice for Selection, Design, Installation and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs

3. ASTM F 1869 Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride

4. ASTM F 2170 Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using In-situ Probes
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CARPET TILE 09 68 13 - 2
F. Carpet tile and Rug Institute (CRI), www.carpet tile-rug.org

1. California Law for Carpet tile Stewardship, AB 2398
a. Carpet tile America Recovery Effort
G. National Fire Protection Agency (NFPA)
H. Refer to standards herein listed with specific products/materials.

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

B. Standards:

Item Name of Test Performance Testing Std.

Carpet tile Mfgr’s Carpet tile
Stewardship Program
Comply and have a
written plan
California Law for Carpet
tile Stewardship, AB 2398
Carpet tile America
Recovery Effort
Substrate Testing Moisture Vapor
Transmission Rate
(MVER)
Comply Refer to Section 07 28 00
– Concrete Slab Vapor
Emission Control
Treatment
Substrate Testing Alkalinity Comply Refer to Section 07 28 00 – Concrete Slab Vapor
Emission Control
Treatment
Substrate Testing Relative Humidity Comply Refer to Section 07 28 00 – Concrete Slab Vapor
Emission Control
Treatment
Carpet tile Installation Environment Temperature:
(Outdoor)
• Air
temperature
shall not be
less than 65° F
and a
maximum of
95° F
• Substrate
temperature
CRI
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CARPET TILE 09 68 13 - 3
shall between
65° F and 85° F
Carpet tile Installation Environment Temperature: (Indoor) Maintain at 50° F or
better
CRI
Carpet tile Installation Carpet tile relaxing Indoor:

Allow carpet tile to
relax a minimum of 24
hours at allowable
room temperature
Outdoor:

All carpet tile to relax
when air temperature is
maintained between
55° F and 95° F
CRI and carpet tile mfgr.

Carpet tile Installation CRI Carpet tile
Installation Standard
Comply CRI
Carpet tile Installation Self tacky carpet tile
(Carpet tile over
substrate)
Comply CRI and carpet tile mfgr.

Carpet tile Installation Direct Glue-Down
(Carpet tile over
substrate)
Comply CRI and carpet tile mfgr.

Carpet tile Installation Adhesive application Comply CRI and carpet tile mfgr.

Stability Dimensional stability
within .10%
ISO 2551
Soil Propensity Minimum value of 6 AATCC Test Method 123 SMF evaluated by AATCC
Method 121
Static 3.0 kv when tested
under the Standard
Shuffle Test 70°F – 20%
R.H.

Flammability Passes DOC-FF-1-70 Pill Test
Smoke Density Less than 450 flaming
mode
NFPA-258
NBS Smoke Chamber
Smoke rating Less than 450 CBC Section 804, 804.4.1
ASTM E 84
Flooring Radiant
Panel Test
Meets Criteria NFPA Class 1 per ASTM
E648 glue down
General Comply CBC Section 804.1
Carpet tile
Classification Comply CBC Section 804, 804.2 -
804.4.1
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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CARPET TILE 09 68 13 - 4
Comply NFPA 253
Testing &
Certification
Comply CBC Section 804.3 &
NFPA 253
Requirements Comply CBC Section 804.4
Total VOCs 0.5 mg/m2/hr Carpet tile and Rug
Institute Green Label
Testing Program
Standards
4-Phenylcyclohexene 0.05 mg/m2/hr Carpet tile and Rug
Institute Green Label
Testing Program
Standards
Formaldehyde 0.05 mg/m2/hr Carpet tile and Rug
Institute Green Label
Testing Program
Standards
Styrene 0.4 mg/m2/hr Carpet tile and Rug
Institute Green Label
Testing Program
Standards
Carpet tile – Occupancy
Group A, B, E, H, I-4, M,
R-1, R-2 & S
Classification –
Minimum critical
radiant flux in exit
enclosures, exit
passageways and
corridors
Class II minimum in
non-sprinklered and
sprinklered buildings
CBC Section 804, 804.4.1
NFPA 253
ASTM E84 & E648
Total VOCs 10.0 mg/m2/hr (CRI) Carpet tile and Rug
Institute Green Label
Testing Program
Standards
Formaldehyde 0.05 mg/m2/hr (CRI) Carpet tile and Rug
Institute Green Label
Testing Program
Standards
Adhesives
2-Ethyl-1-Hexanol 3.0 mg/m2/hr (CRI) Carpet tile and Rug Institute Green Label
Testing Program
Standards
Refer to drawings and as herein specified
C. Sustainability:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CARPET TILE 09 68 13 - 5

1. Refer to Division 1 sustainability requirements.

2. Refer to product criteria identified herein.

D. Construction Testing:

Item Name of Test Performance Results Testing Std.

Water Vapor Emissions per mfgr’s recommendations and acceptance of existing substrate

1.4 SUBMITTALS AND MOCK-UPS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. Submit O&M (Operation and Maintenance) manuals in accordance with Division 1 requirements and as herein specified.

C. Refer to Division 1 for sustainability requirements.

D. Submit Manufacturer’s data and shop drawings:

1. Manufacturer's certification that carpet tile other than specified items (identified by mill registration numbers) are in compliance with Contract Documents stating quantity and materials used.

2. Manufacturer's specifications and installation instructions. a. Building address
b. Date of drawing
c. Scale
d. Floor number and location in building
e. Compass direction on each sheet
f. Drawing for each area to be carpeted (color coding is preferable) g. Construction of substrate for each area
h. Required floor preparation, materials and quantities. i. Type of installation for each area
j. Quantities of carpet tile needed for each area, including roll length requirements, pattern repeat, manufacturer installation sequencing and cut list. k. Exact notations where dye lot changes occur
l. Excess material in each area and how it is to be used m. Seam layout of each area
n. Allow tolerance by cutting carpet tile 3-4 inches (75-100 mm) longer than the area measurement
o. Carpet tile pile direction for each area
p. Name of manufacturer, style, backing system and color of carpet tile for each area. q. Large scale drawings showing treatment of step areas or other detail work r. Location and type of expansion joints and edge transitions. s. Type of wall base in each area.

3. Product literature for accessories, including but not limited to:
a. Primers
b. Adhesive
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CARPET TILE 09 68 13 - 6
c. Adhesive cleaner
d. Tape
E. Submit samples:

1. Six (6) 18" x 18" minimum size samples of each carpet tile type F. Submit Maintenance Manual:

1. Cleaning techniques and care of carpet tile shall be defined in writing.

G. Site mock up, refer to “Field Samples / Mock Up” heading.

1.5 QUALITY ASSURANCE
A. Refer to Division 1 for quality control requirements.

B. Contractor / Installer / Fabricator shall have been in business for five (5) years providing / installing / finishing similar size projects and complexity.

C. Manufacturer shall have been in business for five (5) years providing/installing/finishing similar size projects and complexity.

D. Lead Times:

1. General Contractor shall coordinate with supplier to verify product lead times during bids and at award of contract, and account for such lead times in their costs and schedules.

2. General Contractor shall provide an itemized list of materials which might have or are confirmed to have a lead time problem and what the anticipated lead time is.

3. General Contractor shall certify in writing that all materials have acceptable lead times as they relate to availability for Subcontractor and General Contractor to meet construction schedule and sequence of construction.

E. Material with lead times in question or confirmed to be in conflict with meeting the schedule and sequence of construction must be documented at time of bid F. Pre-Installation Conference: A pre-installation conference shall be held prior to commencement of field operations to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work.

1. Agenda for meeting shall include, but not be limited to; a. Substrate acceptance
1) Vapor emissions and alkalinity levels of substrate
G. Miscellaneous criteria:

1. Do not use sweeping compounds on substrate
a. Primer shall be applied over existing substrate as needed to fully adhere new material and meet all warranty criteria.
b. Adhesion testing shall be done to confirm compatibility of assembly.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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CARPET TILE 09 68 13 - 7

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Division 1 for product delivery, storage and handling requirements.

B. Deliver and store products suitable wrapped or packaged to protect against damage. Do not remove protective coverings until time of installation.

1. Protect finish and edges in accordance with panel manufacturer's recommendations.

2. Store material in accordance with panel manufacturer's recommendations.

1.7 JOB CONDITIONS
A. Field-verify that all components, substrates, backing, etc. provided by others are installed correctly before proceeding with installation of products as herein specified.

B. Do not install materials unless ambient temperature of 70ºF is maintained 24 hours prior to and during laying and until all materials have been stored at site for 24 hours at that temperature.

C. Do not apply materials on wet or damp surfaces.

D. Defer laying until other work that might cause damage to flooring has been completed.

1.8 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

B. Finish work defaced with other materials on surface shall be replaced.

C. Protect work under this section from damage by other trades.

1.9 GUARANTEE / WARRANTY
A. Refer to Division 1 for closeout submittal procedures.

B. Furnish initial one (1) year written warranty signed by manufacturer and installer agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

C. Furnish each carpet tile manufacturer’s additional Lifetime Commercial Limited Warranty agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

2. Manufacturer will guarantee the long term performance of the product, judged by comparison to an appearance standard, whereby the Manufacturer will replace carpet tiling that does not live up to said standard.

3. Furnish additional warranties as herein listed for each specific carpet tile type.

1.10 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to the following:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CARPET TILE 09 68 13 - 8

1. Floor substrate

2. Floor cleaning

3. Concrete floor Vapor emission and alkalinity testing and treatment

4. Base

5. Other flooring types and materials
B. Related Sections include, but are not limited to the following:

1. Division 1

2. Section 03 00 51 – Concrete Cleaning

3. Section 03 00 61 – Concrete Floor Leveling, Patching and Grouting – Cementitious

4. Section 03 30 00 – Cast-In-Place Concrete

5. Section 07 28 00 – Concrete Slab Vapor Emission and Alkalinity Control Treatment

6. Section 09 65 13 – Resilient Base and Accessories
C. Related Documents include, but are not limited to the following:

1. Division 1 Supplementary Conditions

1.11 OPERATION AND MAINTENANCE DATA
A. Submit as part of project closeout:

1. Complete instructions regarding maintenance of the materials, finishes, etc.

2. Refer to Division 1 for closeout submittal procedures.

1.12 SEQUENCING AND SCHEDULING
A. Schedule work and sequence with General Contractor.

B. Schedule required testing, prior to the installation of materials, components, etc.

C. Coordinate with the slab vapor emission and PH testing of concrete floors prior to the installation of finish flooring.

1.13 EXTRA MATERIAL
A. Submit as part of project closeout:

2. Provide extra material in unopened fully labeled containers a. Do not supply anything less the full carton containers of carpet tile b. Furnish in factory packaged and labeled cartons and identify cartons with Project name. c. Deliver materials to project premises just prior to substantial completion, and store at location directed by the Owner.

3. Provide the following :
a. 5% of installed square yards of each carpet tile type, color & lot number.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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CARPET TILE 09 68 13 - 9

1.14 VAPOR EMISSION AND ALKALINITY CONTROL COMPLIANCE
A. Refer to Section 07 28 00 – Concrete Slab Vapor Emission Control Treatment PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Single source responsibility, specified items shall be from one manufacturer for each product type.

B. Acceptable Manufacturers shall be one of the following, and as listed herein and in drawings.

1. Carpet Tile:
a. As herein specified and as noted in documents

C. All products and materials indicated shall be installed according to current listed specification requirements and manufacturers specifications/recommendations.

D. Refer to drawings, details, and other related specification section whether listed or not.

E. Details shall set basic requirements for size and configuration of systems.

2.2 MATERIALS
A. General:

1. All materials shall be new and of domestic manufacture. a. Carpet tile is to be of "first" quality and from the same dye lot for each type and color to be installed.
b. No seconds, imperfects or special runs will be accepted. c. Materials, construction and appearance, are based on the following specifications.

B. Carpet Tile

1. Schedule:
a. Item: C1 Shaw Habitat Tile 5T390
1) Specifications:
a) Manufacturer: Shaw Contract
b) Collection: Canopy
c) Product Name: Habitat Tile
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CARPET TILE 09 68 13 - 10
d) Product Number: 5T390
e) Color/Number: Deep Sky/88485
f) Recycled Content (Certified by independent third party, scientific certification system)
i. Total recycled content: 59%
ii. Total post consumer content: 0 %
g) Construction: Multi-Level Pattern Loop
h) Gauge: 1/12 inch
i) Stitches: 9.0 per inch
j) Finished Pile Thickness: 0.248 inch
k) Face Yarn: Ecosolution Q100TM Nylon
l) Dye System: 100% Solution Dyed
m) Backing Materials:
i. Primary: Synthetic
ii. Secondary: Ecoworx Tile
n) Total Weight: 19 oz/yd2
o) Size: 9” x 36”
2) Warranties: Lifetime Commercial Limited Warranty
C. Accessories:

1. Tape: As approved by carpet tile manufacturer

2. Adhesive: As approved by carpet tile manufacturer and with zero VOCs. a. Types:
1) Seams
2) Carpet tile body
b. Manufacturer(s): As approved by specific carpet tile manufacturer c. Product(s): As approved by specific carpet tile manufacturer

3. Miscellaneous Materials: Provide types of adhesives, and other items recommended by carpet tile manufacturer for the conditions of installation and use.

4. Shims:
a. Transition (or approved equal) shim to adjust for pile height difference between carpet tiles to establish flush/level transition.

5. Floor Patching/Leveling Compound
a. Refer to Section 03 00 61 – Concrete Floor Leveling, Patching & Grouting - Cementitious D. Transition Components

1. At resilient flooring, refer to Section 09 65 13 - Resilient Base & Accessories.

2. At Ceramic Tile, Porcelain and/or Stone - Refer to Section 09 30 00 – Tile and Stone.

3. At carpet tile to carpet tile:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CARPET TILE 09 68 13 - 11
a. Refer to details for transition components
b. Butt carpet tile to carpet tile where transition components not called out and/or specified. c. Refer to other flooring sections for conditions where carpet tile abuts other flooring materials.
d. Refer to Section 09 65 13 - Resilient Base & Accessories.

PART 3 - EXECUTION

3.1 INSPECTION / EXAMINATION
A. Verification of Conditions:

1. Examine areas and conditions under which work is to be performed.

2. Identify conditions detrimental to proper or timely completion of work and coordinate with General Contractor to rectify.

3. Vapor emissions and alkalinity levels of substrate shall be acceptable prior to installing carpet tile.

B. Surface:

1. Examine and verify that receiving conditions of substrate have no defects or errors, which would result in poor or potentially defective application or cause latent defects in workmanship.

3.2 COORDINATION
A. Refer to Division 1 for project coordination requirements.

B. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

3.3 PREPARATION
A. Prepare work, substrates, etc. in accordance with manufacturer’s recommendations.

B. Take all necessary measurements in the field to ensure proper dimensions.

C. Subfloor:

1. Vacuum and wet mop substrate immediately prior to carpet tile installation, and remove all deleterious substances, which could interfere with the installation or be harmful to the work. a. Repair minor irregularities in subfloor surface.
b. Surface shall be dry prior to installation

2. Sub flooring surfaces shall be smooth and level with no more than 1/8 inch in 10 feet variation from level, fill holes, cracks and all other irregularities in subfloor with patching, leveling compounds before proceeding.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CARPET TILE 09 68 13 - 12
a. All concrete slabs shall be leveled to 1/8” in 10’ with applied leveling compound. b. Do not proceed until unsatisfactory conditions have been corrected.

3. General Contractor shall notify Architect in writing of any condition deemed adverse to satisfactory carpet tile installation.
a. Starting of installation shall constitute acceptance of substrate surface conditions, and General Contractor shall be held responsible to furnish satisfactory carpet tile installation. b. Any carpet tile work not acceptable shall be replaced at no cost to Owner.

3.4 INSTALLATION
A. General:

1. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

2. Carpet tile shall be laid out and allowed to relax in accordance with CRI standards and carpet tile manufacturer’s standards.

3. Seal edges of all carpet tile.

4. Roll all carpet tiles after adhered to substrate.

5. Finish clean along all walls.

6. Use appropriate trowel notch size for installation type, adhesive and carpet tile types.

7. Install tack strips where reviewed acceptable during submittal phase.

8. Install cushion where applicable and in accordance with reviewed submittal.

9. Seam all carpet tile seams in accordance with applicable standards.

B. System of Installation:

1. Carpet tile Tiles:
a. Carpet tile tiles adhered to substrate
1) Direct Glue Down
a) Carpet tile is glued directly to subfloor
C. Carpet tile Edge Strips or Edgings:

1. Provide wherever carpet tiling abuts other types of floors, floor covering & exposed concrete.

Install straight and true. Fasten to floors using adhesive and fasteners in accordance with manufacturer's directions. Where carpet tile terminates at door openings, center strips under doors.

D. Transition Components

1. In compliance with flooring & transition manufacturers.

3.5 MAINTENANCE
A. Product shall be installed, cleaned and treated as herein specified and in accordance with each specific flooring manufacturers recommendations to maintain the following of their installed product, but not limited to;
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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CARPET TILE 09 68 13 - 13

1. Warrantee requirements
B. Refer also to PROTECTION AND CLEAN UP heading.

3.6 FIELD QUALITY CONTROL
A. Product manufacturer shall provide field service support as requested by the Installer/Applicator

1. General Contractor and the product manufacturer shall make periodic on-site inspections to ensure that the materials are being installed in strict accordance with manufacturer’s specifications.

2. The Applicator shall be responsible for the proper application of the materials.

C. The sealant applicator shall certify in writing that the sealant application is in accordance with the sealant manufacturer's recommendations.

3.7 PROTECTION AND CLEAN UP
A. Refer to Division 1 for protection and cleaning requirements.

B. Subcontractor will keep the work areas in a clean and safe condition so his rubbish, waste, and debris do not interfere with the work of others.

C. Protect work and materials of this Section prior to and during installation, and protect the installed work and materials of other trades.

1. Clean adjacent surfaces free of caulking or sealant with mechanical action or solvent as necessary, avoiding damage to other materials.

D. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

E. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

F. After installation is complete, clean adhesive, dirt, and debris from carpet tile surfaces.

1. Clean spots with approved spot remover.

2. Cleaning techniques and care of carpet tile shall be defined in writing and submitted to the Architect for review.

G. After completion of work in this section, remove all erection equipment and implements of service, and debris.

1. Leave entire area in a neat, clean, acceptable condition.

H. Provide Guarantee/Warranties and Bonds as required in this specification section and as listed in Division 1 closeout submittal procedures.

J. Close out, on-site inspection will be at the discretion of the Architect after he receives the General Contractor’s NOTICE of “Certificate of Substantial Completion”.

END OF SECTION 09 68 13
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 1
SECTION 09 90 00 – PAINTING AND COATINGS
PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, Division 0, and Division 1 requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable extents of work at the jobsite.

1. Surface preparation, priming and coats of paint specified are in addition to shop priming and surface treatment specified under other Sections of Work.

2. Painting in any room in which finishing work is performed, including painting new surfaces as specified and repainting all existing painted surfaces one coat same as last coat specified for similar new work.

3. Painting of all exposed and semi-exposed surfaces.

4. Painting of all surfaces indicated in Drawings, and as herein specified.

5. Painting the primer for wall finish (in addition to and) after Drywall primer/sealer is installed per Section 09 29 00.

6. Work includes sandblasting of all interior and exterior steel to be painted, refer to Section 04 01 80.

7. Stencil painting for pipe identification.
a. Refer to Divisions 21 through 28

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. (CCR) Title 24, (CBSC) Chapter 11 – California Green Building Standards Code

1. Non-residential new construction
a. All occupancy types
C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. Leadership in Energy and Environmental Design (LEED), www.usgbc.org/LEED (United States Green Building Council (USGBC)

1. Refer to Division 1 for version of LEED Rating System and Reference Guide applicable to project.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 2
E. Collaborative for High Performance Schools (CHPS), www.chps.net F. American Society for Testing and Materials:

1. ASTM D523 Standard Test Method for Specular Gloss
G. Gypsum Association (GA)

1. GA-232 Painting New Gypsum Board
H. National Fire Protection Agency (NFPA), www.nfpa.org

1. NFPA 703 - Standard for Fire-Retardant Treated Wood and Fire-Retardant Coatings for Building Materials
I. The Society for Protective Coatings (SSPC), www.sspc.org

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

3. Job site inspections shall be done as herein specified and as listed in drawings.

4. Refer to Division 1 for additional requirements for DSA projects B. Standards:

Item Name of Test Performance Testing Std.

California Air
Resources
Board (CARB) or
local AHJ
whichever is
more stringent
Interior Applied
Paints
V.O.C. Comply with California Criteria and as
herein required when more restrictive.

South Coast Air
Quality
Management
District Rule
1113
Refer to drawings and as herein specified
C. Sustainability:

2. Refer to Division 1 sustainability requirements.

3. Refer to product criteria identified herein.

1.4 SUBMITTALS AND MOCKUPS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 3
B. Refer to Division 1 for sustainability requirements
C. Submittals:

1. Product & Technical Data

2. MSDS Sheets

3. Manufacturer Installation Instructions
D. Samples:

1. Brush Outs:
a. On 8 x 12 inch heavy cardstock paper, provide four (4) samples of each color, paint type and sheen.
b. Samples shall be labeled with paint designation number as indicated in drawings and paint type as herein indicated.
c. Resubmit each sample as requested until acceptable sheen and color is achieved.

2. Physical Samples of Wood Stain / Penetrating Finish:
a. Three (3) 2’-0” long sections of each type and species of wood substrate with proposed Stain and Finish Coat, and/or Oil Based Penetrating finish for review and approval prior to field application.

E. Mock-Ups:

1. Erect at location approved by Architect.
a. Size:
1) Exposed Steel: 4’-0” long section
2) Gypsum Board: 4’-0” square
b. Mock-up shall not be part of final construction once approved by Architect. c. Mock-up shall comprise of all components and finishes as specified and indicated in Drawings.

F. O&M Manuals

1. As part of O&M (Operation and Maintenance) manual submittals per Division 1 requirements, provide the following:
a. Two (2) copies of coating maintenance manual, equivalent to Sherwin Williams’ “CUSTODIAN”; maintenance manual shall include the following:
1) Location of manufacturer’s paint store closest to the project site 2) Area summary with finish schedule
3) Area detail designating where each product, color and finish was used 4) Product Data Sheets and MSDS sheets for each product used Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 4
5) Color formulations for each color used
6) Cleaning instructions
7) Touch up procedures
8) Color samples of each color and finish used

1.5 QUALITY ASSURANCE
A. Refer to Division 1 for quality control requirements.

B. Contractor / Installer shall have been in business for five (5) years providing/installing/finishing similar size projects and complexity.

C. Manufacturer shall have been in business for ten (10) years providing similar size projects and complexity.

D. Material with lead times in question or confirmed to be in conflict with meeting the schedule and sequence of construction must be documented at time of bid.

E. Stipulations:

1. Steel preparation shall comply with SSPC (Steel Structures Painting Council) guidelines and as herein required when more stringent.

2. Provide finish coats which are compatible with prime paints used. a. Review other Sections of these Specifications in which prime paints are to be provided to ensure compatibility of total coatings system for various substrates.

3. Number of coats specified herein are minimum; uniform coverage, free from defects or blemishes is required.

F. Pre-Installation Conference: A pre-installation conference shall be held prior to commencement of field operations to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. General Contractor shall request meeting 5 days in advance of construction. Agenda for meeting shall include, but not be limited to;

1. Substrate preparation

2. Colors
G. Manufacturer’s Representative: Make arrangements necessary to have a trained employee of the manufacturer on-site periodically during installation work to review installation procedures.

1. Manufacturer’s representative shall review and certify in writing all phases of construction to verify the complete work meets specification requirements.

2. Written certification of all phases of construction shall be sent to the Architect by the manufacturer’s representative.

H. Miscellaneous criteria:

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 5

1. Upon request from other subcontractors, furnish information on characteristics of finish materials proposed for use, to ensure that compatible prime coats are used. a. Provide barrier coats over incompatible primers or remove and re-prime as required. b. Notify Architect in writing of any anticipated problems using coating systems as specified with substrates primed by others.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Division 1 for product delivery, storage and handling requirements.

B. Deliver all materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label, and the following information, including but not limited to:

1. Product Information:
a. Paint type
b. Manufacturer's name, stock number and date of manufacture c. Contents by volume, for major pigment and vehicle constituents (VOC) d. Thinning instructions
e. Application instructions
f. Manufacturer’s color name and number

2. Designation Information:
a. Project paint designation, ie: “P1”, “P2”, “P3”, etc. b. Sheen type

1.7 JOB CONDITIONS
A. Field-verify that all components, backing, substrates, etc. provided by others are installed correctly before proceeding with installation of products as herein specified.

B. Apply water-based paints only when temperature of surfaces to be painted and surrounding air temperatures are between 55ºF and 90ºF unless otherwise permitted by paint manufacturer's printed instructions.

C. Apply VOC compliant solvent-thinned paints only when temperature of surfaces to be painted and surrounding air temperatures are between 45ºF and 95ºF, unless otherwise permitted by paint manufacturer's printed instructions.

D. Do not apply primers, paint and/or stain in rain, fog, and/or mist, when relative humidity exceeds 85%, or to damp or wet surfaces, unless otherwise permitted by paint manufacturer's printed instructions.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 6
E. Painting may be continued during inclement weather only if areas and surfaces to be painted are enclosed and heated within temperature limits specified by paint manufacturer during application and drying periods.

1.8 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

B. Finish work defaced with other materials on surface shall be replaced.

C. Protect work under this section from damage by other trades.

1.9 GUARANTEE / WARRANTY
A. Refer to Division 1 for closeout submittal procedures.

B. Furnish initial one (1) year written warranty signed by manufacturer and installer agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

C. Furnish manufacturer’s additional five (5) year warranty agreeing to repair and/or replace paint which has failed as a result of defects in materials or workmanship including fading, chipping, rust bleed thru, cracking and chalking.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

1.10 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to the following:

1. Wall substrates

2. Floor substrates

3. Component substrates

4. Metal substrates

5. Railings and Assemblies

6. Stairs

7. Coordinate with surfaces which might be finished by and/or shop painted, including but not limited to: [Specifier review, edit and add to as necessary] a. Texturing of gypsum board
b. Interior and/or Exterior Flashing
c. Chimney Flue Caps
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 7
d. Railings – Prefinished
B. Related Sections include, but are not limited to the following:

1. Division 1

2. Section 03 30 00 – Cast in Place Concrete

3. Section 03 47 13 – Tilt-Up Concrete

4. Section 04 01 80 – Masonry Shot & Sandblasting

5. Section 04 22 00 – Concrete Unit Masonry

6. Section 05 12 00 – Structural Steel Framing

7. Section 05 31 00 – Steel Decking

8. Section 05 50 00 – Metal Fabrications

9. Section 05 52 00 – Metal Railings

10. Section 06 10 00 – Rough Carpentry

11. Section 06 18 13 – Glue Laminated Construction

12. Section 06 20 00 – Finish Carpentry

13. Section 06 46 00 – Exterior Wood Trim

14. Section 07 62 00 – Sheet Metal Flashing and Trim

15. Section 07 81 23 – Intumescent Fireproofing

16. Section 09 24 00 – Portland Cement Plaster Assembly

17. Section 09 29 00 – Gypsum Board & Sheathing Substrates

18. Section 09 96 53 – Elastomeric Coatings

1.11 OPERATION AND MAINTENANCE DATA
A. Submit as part of project closeout:

1. Complete instructions regarding maintenance of the materials, finishes, etc.

2. Refer to Division 1 for closeout submittal procedures.

1.12 SEQUENCING AND SCHEDULING
A. Schedule work and sequence with General Contractor.

B. Schedule required cleaning of substrates prior to the installation of materials, components, etc.

1.13 EXTRA MATERIAL
A. Submit as part of project closeout:

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 8

1. Provide Three (3) 1-gallon containers of extra material in each finish paint type, color, sheet, etc. and in same lot as installed product.
a. Provide in factory packaged and labeled containers; identify containers with project name, manufacturer’s paint system, color name and number, and paint sheen as indicated in documents and in accordance with specifications.
b. Do not supply anything less the full containers.
c. For paint that is available only in 5-gallon containers provide one (1) 5-gallon container. d. Deliver materials to project premises just prior to substantial completion, and store at location directed by the Owner.

1.14 PAINTING EXCLUSIONS AND CLARIFICATIONS [SPECIFIER, COORDINATE THIS WITH SHOP FINISHED AND/OR SHOP PAINTED ITEMS]
A. Following categories of work are not included as part of field-applied finish work, or are included in other Sections of these Specifications:

1. Shop priming: Unless otherwise specified, initial shop priming of metal items is included under various Sections for structural steel, miscellaneous metal items, hollow metal work, and similar items, and for such fabricated components, wood casework, and shop-fabricated or factorybuilt mechanical and electrical equipment or accessories. a. This shop priming shall not replace the final priming required as herein specified. b. Shop priming shall be compatible with priming and painting as herein specified. c. Steel which will be welded in the field shall be primed and painted after erection and shop priming material shall be compatible with painting products as herein specified.

2. Pre-finished items: Unless otherwise indicated, do not include painting when factory-finishing or installer-finishing is specified for such items as (but not limited to) toilet partitions, finish hardware, plastic laminate casework, exterior insulation system, carpeting, ceramic tile, louver blinds, knock-down steel or aluminum drywall frames, finished electrical equipment including light fixtures, and finished mechanical equipment.

3. Concealed surfaces: Unless otherwise indicated, painting is not required on wall or ceiling surfaces in concealed areas and generally inaccessible areas, such as foundation spaces, furred areas, pipe spaces and duct shafts.
a. Mechanical and Electrical rooms are to be painted.
b. Back side of all casework shall be painted.

4. Finished metal surfaces: Metal surfaces of anodized aluminum, stainless steel, chromium plate, copper, bronze and similar finished materials will not require finish painting, unless otherwise indicated.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 9

5. Operating parts and labels: Moving parts of operating units, mechanical and electrical parts, such as valve and damper operators, linkages, sensing devices, motor and fan shafts will not require finish painting unless otherwise indicated.
a. Do not paint over any code-required labels, such as Underwriter's Laboratories and Factory Mutual, or any equipment identification, performance rating, name, or nomenclature plates.

B. “Paint" as used herein means all coating systems materials, which includes primers, emulsions, enamels, stain, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats.

C. Paint all exposed surfaces whether or not colors are designated in any "schedule", except where natural finish of material is specifically noted as surface not to be painted.

1. Where items or surfaces are not specifically mentioned, use paint systems of adjacent similar materials in color/finish selected by Architect.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Single source responsibility, specified items shall be from one manufacturer for each paint type.

B. Acceptable manufacturers shall be one of the following, as herein listed and in Drawings:

1. General Paint:
a. Sherwin Williams, www.sherwinwilliams.com
b. Dunn Edwards, www.dunnedwards.com
c. Benjamin Moore, www.benjaminmoore.com

2. Specialty Touch-up paint for galvanized framing
a. ZRC Worldwide, www.zrcworldwide.com

3. Elastomeric Paint: [Specifier, choose between this and Elastomeric Coating such as Dryvit or Omega per Section 09 96 53. If using Elastomeric Paint noted here, Cement Plaster Section must be adjusted to include the 3rd finish coat within the plaster assembly section.]
a. Sherwin Williams, www.sherwinwilliams.com

4. Exterior Wood – Penetrating Oil Based Finish:
a. Flood, www.flood.com

5. Interior Fire Retardant wood paint
a. Flame Control Coatings, LLC www.flamecontrol.com
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 10

6. Anti-Slip paint / coating
a. Wooster Products, www.wooster-products.com

7. Reviewed Equivalent by Architect.
a. Substitutions and deviations shall require Architect’s approval and shall be given in letterform.
b. Refer to Division 1 for substitution, deviation and/or submittal procedures. c. Proposed alternate products must be equal in terms of chemical composition, color, finish, configuration, performance standards, etc.

C. All products and materials indicated shall be installed according to current listed specification requirements and manufacturers specifications/recommendations.

D. Refer to drawings, details, and other related specification section whether listed or not.

2.2 PRODUCT SCHEDULE - EXTERIOR SURFACES [SPECIFIER, EDIT OUT SUBSTRATES THAT DO NOT APPLY] A. General:

1. Application: Typical for specified type/substrate unless otherwise noted.

B. Exterior Masonry (Painted)

1. Substrates: Concrete Masonry Units (CMU) [Specifier: where standard exterior paint is final finish]

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 16.0 wet

8.1 dry
<50 ConFlex Block
Filler
CF01 Series
Smooth

BLOCFIL
Select
SBSL00
UltraSpec
Hi-Build
Block Filler
#571
2 nd &
3 rd
Coats
Finish Flat
Gloss
Low Sheen
Satin
[Specifier
– select
desired
sheen]

4.0 wet

1.5 dry
<50 A-100 Exterior
Latex
A6 Series (Flat)
A12 Series
(Low Sheen)
Spartashield
SSHL10
(Flat)
SSHL40
(Low Sheen)
SSHL30
Ultra Spec
EXT
#447
(Flat)
#455 (Low
Lustre)
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 11
A82 Series
(Satin)
A8 Series
(Gloss)
(Egg Shell)
SSHL60
(Gloss)
#448
(Satin)
#449
(Gloss)
C. Exterior Masonry (Elastomeric Paint)

1. Substrates: Concrete Masonry Units (CMU) [Specifier: where elastomeric paint is final finish]

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 16.0 wet

8.8 dry
<50 Loxon Acrylic
Block Surfacer
LX01 Series
Smooth

BLOCFIL
Select
SBSL00
Ultra Spec
Masonry
Sealer #608
2 nd Coat Finish Flat 13.0-16.0
wet

6.0-7.5 dry
<50 ConFlex XL
Elastomeric
High Build
Coating
CF11 Series
ENDURALASTIC 5
EDLV10
Ultra Spec
Elastomeric
Waterproof
Coating
#359
3 rd Coat Finish
(Smooth)
Flat 13.0-16.0
wet

6.0-7.5 dry
<50 ConFlex XL
Elastomeric
High Build
Coating
CF11 Series
ENDURALASTIC 5
EDLV10
Ultra Spec
Elastomeric
Waterproof
Coating
#359
3 rd Coat Finish
(Smooth,
Sand, or
Medium,
Texture)
[Specifier,
if texture
is desired
delete
smooth 3rd
coat as
well as the
nonFlat 20-23 wet

8.8-10.1
dry
<100 ConFlex XL
Elastomeric
High Build
Coating
CF12 Series
ENDURALASTIC 5
EDLV10
Coronado
Texcrete
#3194
(Smooth
Texture)
#3192 (Sand
Texture)
#3196
(Medium
Texture)
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 12
desired
textures in
this cell]
D. Exterior Concrete (Paint)

1. Substrates:
a. Cementitious Siding, Paneling and Trim
b. Tilt-Up Concrete Construction
c. Pre-Cast Concrete
d. Cast-in-Place Concrete

2. Application: Typical, u.o.n.
a. Do not use @ cast-in-place concrete elements including, but not limited to, concrete seat walls
b. Do not use @ cast-in-place concrete exposed foundation walls and curbs @ b.o. exterior walls unless noted on the drawings

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 5.3-8.0 wet

2.1-3.2 dry
<50 Loxon
Concrete &
Masonry
Primer
LX02 Series

EFF-STOP
Select
ESSL00
Ultra Spec
High Build
Masonry
Primer
#609
2 nd &
3 rd
Coats
Finish Flat
Gloss
Low Sheen
Satin
[Specifier
– select
desired
sheen]

4.0 wet

1.5 dry
<50 A-100 Exterior
Latex
A6 Series (Flat)
A12 Series
(Low Sheen)
A82 Series
(Satin)
A8 Series
(Gloss)
Spartashield
SSHL10
(Flat)
SSHL40
(Low Sheen)
SSHL30
(Egg Shell)
SSHL60
(Gloss)
Ultra Spec
EXT
#447
(Flat)
#455 (Low
Lustre)
#448
(Satin)
#449
(Gloss)
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 13
E. Exterior Concrete / Cementitious Substrates (Elastomeric Paint) [Specifier: WP preference is the inclusion of Section 09 96 53 – Elastomeric Coatings rather than the use of Elastomeric Paint as specified herein]

1. Substrates:
a. Tilt-Up Concrete Construction
b. Pre-Cast Concrete
c. Cast-in-Place Concrete
d. Cement Plaster (scratch, brown, & finish coat) [specifier: coordinate with Cement Plaster section 09 24 00 – verify that the 3rd coat/finish coat is included therein]

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mils)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 8.0 wet

3.2 dry
<50 Loxon
Concrete &
Masonry
Primer
LX02 Series

EFF-STOP
Select
ESSL00
Ultra Spec
High Build
Masonry
Primer #609
2 nd Coat Finish Flat 13.0 – 16.0
wet

6.0 - 7.5 dry
<50 ConFlex XL
Elastomeric
High Build
Coating
CF11 Series
ENDURALASTIC 5
EDVL 10
Ultra Spec
Elastomeric
Waterproof
Coating
#359
3 rd Coat
(smooth)
Finish Flat 13.0 – 16.0
wet

6.0 - 7.5 dry
<50 ConFlex XL
Elastomeric
High Build
Coating
CF11 Series
ENDURALASTIC 5
EDVL 10
Ultra Spec
Elastomeric
Waterproof
Coating
#359
3 rd Coat
(textured)
Finish
(Fine,
Medium,
Extra
Coarse)
[Specifier,
Flat 13.0 – 16.0
wet

6.0 - 7.5 dry
<50 ConFlex XL
Elastomeric
High Build
Coating
CF12 Series
ENDURALASTIC 5
EDVL 10
Coronado
Texcrete
#3194
(Smooth
Texture)
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 14
if texture
is desired
delete
smooth 3rd
coat as
well as the
nondesired
textures in
this cell]
#3192 (Sand
Texture)
#3196
(Medium
Texture)
F. Exterior Concrete / Cementitious Substrates (Elastomeric Coating) [Specifier: this is for Elastomeric Coating per 09 96 53, i.e. DryVit or Omega finish coats]

1. Substrates:
a. Tilt-Up Concrete Construction
b. Pre-Cast Concrete
c. Cast-in-Place Concrete
d. Cement Plaster (scratch & brown) [specifier: coordinate with Cement Plaster section 09 24 00 – verify that the 3rd coat/finish coat has been deleted in favor of the Dryvit coating within Section 09 96 53 – Elastomeric Coatings]

2. Refer to Section 09 96 53 – Elastomeric Coatings

3. Application: Typical, u.o.n.
a. Do not use @ cast-in-place concrete elements including, but not limited to, concrete seat walls
b. Do not use @ cast-in-place concrete exposed foundation walls and curbs @ b.o. exterior walls unless noted on the drawings
G. Exterior Ferrous Metal (Non-Exposed Steel)

1. Substrates: Exterior ferrous and non-galvanized metals, typical u.o.n.

2. Application: Non-exposed conditions, typical u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 5.0-10.0
wet

1.9-3.8 dry
<50 Pro-Industrial
Pro-Cryl
ENDURAPRIME
ENPR00
Ultra Spec
HP Acrylic
Metal
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 15
Universal
Acrylic Primer
B66 Series
Primer
#HP04
2 nd &
3 rd
Coats
Finish Semi-Gloss 6.0-12.0
wet

2.2-4.2 dry
<50 Pro-Industrial
Acrylic
B66 Series
ENDURAPRIME
ENPR00
Ultra Spec
HP Acrylic
DTM
#HP29
H. Exterior Ferrous Metal (Architectural Features / Exposed Steel)

1. Substrates: Exterior Architecturally Exposed Structural Steel (AESS) and other exposed exterior ferrous metals.

2. Application: Exposed conditions, typical, u.o.n.

3. Exceptions:
a. Flashing:
1) Associated with storefront, curtain wall and/or window wall, Section 08 41 00 shall be provided by storefront / curtain wall manufacturer and have same finish as storefront / curtain wall, U.N.O. [Specifier, select for storefront conditions] b. Reveals, expansion joints, etc.[Specifier, include note if reveals/joints are included in Section 09 24 00]
1) Finish: [Specifier, Select which one]
a) Manufacturer finish per Section 09 24 00 – Portland Cement Plaster Assembly b) Painted per Section 09 90 00 – Painting and Coatings c) Painted per Section 09 96 53 – Elastomeric Coatings

4. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer Low Sheen 5.0-10.0
wet

1.8-3.6 dry
<100 ProIndustrial
ProCryl
Universal
Acrylic Primer
B66-310
US
Coatings
EpoxyGrip
2300
Acrylic
Metal
Primer
#HP04
2 nd & 3rd
Coats
Finish Semi-Gloss
Gloss

4.0-5.0 wet

1.4-1.7 dry
<50 ProIndustrial
Waterbased
Alkyd Urethane
US
Coatings
UreGrip
3000 HS
VOC
Ultra Spec
HP D.T.M.
system:

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 16
B53-1150
Series (SemiGloss)
B53-1050
Series (Gloss)
SemiGloss
#HP29
Gloss
#HP28
Specifier: As an alternate, more robust system you could specify the following in lieu of the system above (more expensive, but more ‘bulletproof’)
Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer Semi-Gloss 7.0-13.5
wet

5.0-10.0
dry
<100 Macropoxy
646-100 Fast
Cure Epoxy
- Corotech
100%
Solids
Epoxy Pre
Primer
#V155
2 nd & 3rd
Coats
Finish Semi-Gloss
(Part A)

3.6-4.8 wet

3.0-4.0 dry
<100 Hi-Solids
Polyurethane
B65 Series
- Corotech
Aliphatic
Acrylic
Urethane
#V500
Hardener Finish Gloss
(Part B)

3.6-4.8 wet

3.0-4.0 dry
<100 Hi-Solids
Polyurethane
Hardener
B65 Series
- Corotech
Aliphatic
Acrylic
Urethane
V500
Catalyst
I. Exterior Galvanized Metal & Aluminum, typical u.o.n.

1. Substrates:
a. Exterior Galvanized Metals, typical u.o.n. (includes reveals and expansion joints unless specifically noted not to be painted)
b. Aluminum

2. Application: Typical u.o.n., excluding galvanized handrail and guardrail assemblies

3. Exceptions:
a. Flashing:

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 17
1) Associated with storefront, curtain wall and/or window wall, Section 08 41 00 shall be provided by storefront / curtain wall manufacturer and have same finish as storefront / curtain wall, U.N.O. [Specifier, select for storefront conditions] b. Reveals, expansion joints, etc.[Specifier, include note if reveals/joints are included in Section 09 24 00]
1) Finish: [Specifier, Select which one]
a) Manufacturer finish per Section 09 24 00 – Portland Cement Plaster Assembly b) Painted per Section 09 90 00 – Painting and Coatings c) Painted per Section 09 96 53 – Elastomeric Coatings

4. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 5.0-10.0
wet

1.9-3.8 dry
<50 Pro-Industrial
Pro-Cryl
Universal
Acrylic Primer
B66 Series
ULTRASHIELD
Galvaninzed
Metal Primer
ULGM00
Ultra Spec
HP Acrylic
Metal
Primer
#HP04
2 nd &
3 rd
Coats
Finish Semi-Gloss 6.0-12.0
wet

2.2-4.2 dry
<50 Pro-Industrial
Acrylic
B66 Series
ENDURACOAT
ENCT50
Ultra Spec
HP Acrylic
D.T.M.
#HP29
J. Exterior Galvanized Handrail and Guardrail Assemblies

1. Substrates: Galvanized metal handrail & guardrail assemblies

2. Application: Typical @ galvanized handrail and guardrail assemblies

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer Semi-Gloss 7.0-13.5
wet

5.0-10.0
dry
<100
(unreduced)
Macropoxy
646-100 Fast
Cure Epoxy
US
Coatings
EpoxyGrip
2300
Corotech
100%
Solids
Epoxy Pre
Primer
#V155
2 nd & 3rd
Coats
Finish Semi-Gloss
(Part A)

3.6-4.8 wet

3.0-4.0 dry
<100 Hi-Solids
Polyurethane
US
Coatings
Corotech
Aliphatic
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 18
B65 Series UreGrip
3000 HS
VOC
Acrylic
Urethane
#V500
Hardener Finish Gloss
(Part B)

3.6-4.8 wet

3.0-4.0 dry
<100 Hi-Solids
Polyurethane
Hardener
B65 Series
US
Coatings
UreGrip
3000 HS
VOC
Corotech
Aliphatic
Acrylic
Urethane
V500
Catalyst
K. Exterior Wood – Painted

1. Substrates: Exterior wood including, but not limited to Glu-Lam and Sawn Timber beams, columns, and diagonal members, shingles, decking, sheathing, trim, and fascia boards

2. Application: Typical, u.o.n.

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 4.0 wet

1.4 dry
<100 Exterior Latex
Wood Primer
B42 Series

EZ-PRIME
EZPR00
Insl-X
Blockout
Primer
#TB-1100
2 nd &
3 rd
Coats
Finish Flat
Gloss
Low Sheen
Satin
[Specifier
– select
desired
sheen]

4.0 wet

1. Substrates: Exposed exterior natural wood surfaces including, but not limited to Glu-Lam and Sawn Timber beams, columns, and diagonal members, shingles, decking, sheathing, trim, and fascia boards

2. Application: Typical, u.o.n.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 19
Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Finish - - <50 Duckback
SuperDeck
Exterior
Waterborne
SemiTransparent
Stain
SD3 series
GEMINI
TWP Total
Wood
Preservative
1500 Series
Arborcoat
Waterborne
Exterior
Semi
Transparent
Stain #638
2 nd Coat Finish - - <50 Duckback
SuperDeck
Exterior
Waterborne
SemiTransparent
Stain
SD3 series
GEMINI
TWP Total
Wood
Preservative
1500 Series
Arborcoat
Waterborne
Exterior
Semi
Transparent
Stain #638
M. Exterior Wood – Penetrating Oil Based Finish (Transparent)

1. Substrates: Exposed exterior natural wood surfaces including, but not limited to Glu-Lam and Sawn Timber beams, columns, and diagonal members, shingles, decking, sheathing, trim, and fascia boards.

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
FLOOD
1 st Coat Cleaner - - - Manufacturer’s for substrate
condition:

New Wood: Flood Dekswood
Cleaner and Brightener
Previously Finished: FloodPro
Series Stripper/Cleaner
Weathered Wood: Flood
Dekswood Cleaner and
Brightener
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 20
2 nd &
3 rd
Coats
Finish - - <350 CWF UV-5 Oil

4. Preparation:
a. Clean with Manufacturer’s product for substrate condition b. When mildew is present the wood to receive Oil Based Finish:
1) Clean with a solution of:
a) 4 ounces of non-ammoniated detergent (TSP) +
b) 1 quart of outdoor bleach +
c) 3 quarts of fresh potable water
2) Let solution set on surface for 10-15 minutes then rinse thoroughly with potable water. 3) Refer to mfgr’s instructions for additional information. 4) Lightly sand any area where the grain has been raised with a maximum of 80 grit paper.

5. Installation:
a. Typical
1) Apply two coats of Flood’s finish with sprayer
a) Air-less sprayer .011 - .015 fluid tip / 700 - 800 psi or less i. Refer to mfgr’s instructions for additional information. b) Touch-up with high quality synthetic stain brush.
c) Back roll to insure penetration.
2) Where the finish is not absorbed, wipe excess with a clean cloth. a) Cloth type shall be woven material that will not leave material residue on the beams.

2.3 PRODUCT SCHEDULE - INTERIOR SURFACES [SPECIFIER, EDIT OUT SUBSTRATES THAT DO NOT APPLY]
A. Interior Concrete (Painted)

1. Substrates:
a. Tilt-Up Concrete Construction
b. Pre-Cast Concrete
c. Cast-in-Place Concrete
d. Cementitious Siding, Paneling and Trim
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 21

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 5.3-8.0 wet

2.1-3.2 dry
<50 Loxon
Concrete &
Masonry
Primer
LX02 Series

EFF-STOP
Select
ESSL00
Ultra Spec
Acrylic
High Build
Masonry
Primer
#609
2 nd &
3 rd
Coats
Finish Eg-Shel
Gloss
Semi-Gloss
Low-Gloss
Eg-Shel
Low Sheen
Eg-Shel
Flat
[Specifier
– select
desired
sheen]

4.0 wet

1.4-1.7 dry
(depending
on sheen)
<50 ProMar 200
Zero VOC
Interior Latex
B20 Series
(Eg-Shel)
B30 Series
(Flat)
B24 Series
(Low Sheen
Eg-Shel)
B41 Series
(Low Gloss EgShel)
B31 Series
(Semi-Gloss)
B21 Series
(Gloss)
SPARTA
Series
SWLL30
(Egg Shell)
SZRO10
(Flat)
SWLL40
(Low
Sheen)
SWLL50
(SemiGloss)
SSHL60
(Gloss)
Ultra Spec
500 Zero
VOC
Interior
Latex
#538
(Eggshell)
#536 (Flat)
#537 (Low
Sheen)
#539
(SemiGloss)
#540
(Gloss)
B. Interior Masonry (Painted)

1. Substrates:
a. Concrete Masonry Units (CMU)

2. Application: Typical, u.o.n.

3. Product Schedule:

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 22
Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 5.3-8.0 wet

2.1-3.2 dry
<50 PrepRite Block
Filler
B25 Series
Or
ConFlex Block
Filler
CF01 Series
Smooth

BLOC-FIL
Select
SBSL00
Ultra Spec
Hi-Build
Block Filler
#571
2 nd &
3 rd
Coats
Finish Eg-Shel
Gloss
Semi-Gloss
Low-Gloss
Eg-Shel
Low Sheen
Eg-Shel
Flat
[Specifier
– select
desired
sheen]

4.0 wet

1.4-1.7 dry
(depending
on sheen)
<50 ProMar 200
Zero VOC
Interior Latex
B20 Series
(Eg-Shel)
B21 Series
(Gloss)
B31 Series
(Semi-Gloss)
B41 Series
(Low Gloss EgShel)
B24 Series
(Low Sheen
Eg-Shel)
B30 Series
(Flat)
SPARTA
Series
SWLL30
(Egg Shell)
SZRO10
(Flat)
SWLL40
(Low
Sheen)
SWLL50
(SemiGloss)
SSHL60
(Gloss)
Ultra Spec
500 Zero
VOC
Interior
Latex
#538
(Eggshell)
#540
(Gloss)
#539
(SemiGloss)
#537 (Low
Sheen)
#536 (Flat)
C. Interior Aluminum, Ferrous Metal (Non-exposed), and Galvanized Metal

1. Substrates:
a. Aluminum
b. Interior ferrous metals, typical u.o.n.
c. Galvanized metals, typical u.o.n. (excluding handrail and guardrails) Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 23

2. Application: Non-exposed conditions, typical u.o.n.

3. Exceptions:
a. Flashing:
1) Associated with storefront, curtain wall and/or window wall, Section 08 41 00 shall be provided by storefront / curtain wall manufacturer and have same finish as storefront / curtain wall, U.N.O. [Specifier, select for storefront conditions] b. Reveals, expansion joints, etc.[Specifier, include note if reveals/joints are included in Section 09 29 00]
1) Finish: [Specifier, Select which one]
a) Manufacturer finish per Section 09 29 00 – Gypsum Board & Sheathing Substrates b) Painted per Section 09 90 00 – Painting and Coatings

4. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 5.0-10.0
wet

1.9-3.8 dry
<50 Pro-Industrial
Pro-Cryl
Universal
Acrylic Primer
B66 Series
ENDURAPRIME
Metal
Primer
ENPR00
Ultra Spec
HP Acrylic
Metal
Primer
#HP04
2 nd &
3 rd
Coats
Finish Semi-Gloss
Eg-Shel
Satin
Flat
[Specifier
– select
desired
sheen]

4.0 wet

1.7 dry
<50 Solo A76
(Semi-Gloss)
Solo A75
(Eg-Shel)
Solo A74
(Flat)
Solo A75
(Satin)
SPARTA
Series
SWLL30
(Egg Shell)
SZRO10
(Flat)
SWLL40
(Low
Sheen)
SWLL50
(SemiGloss)
SSHL60
(Gloss)
Ultra Spec
500 Zero
VOC
Interior
Latex
#538
(Eggshell)
#536 (Flat)
#537 (Low
Sheen)
#539
(SemiGloss)
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 24
#540
(Gloss)
D. Interior Galvanized Handrail and Guardrail Assemblies

1. Substrates: Galvanized metal handrail & guardrail assemblies

2. Application: Typical @ galvanized handrail and guardrail assemblies

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer Semi-Gloss 7.0-13.5
wet

5.0-10.0
dry
<100
(unreduced)
Macropoxy
646-100 Fast
Cure Epoxy
US
Coatings
EpoxyGrip2
300
Corotech
100%
Solids
Epoxy Pre
Primer
#V155
2 nd Coat Finish Semi-Gloss
(Part A)

3.6-4.8 wet

3.0-4.0 dry
<100 Hi-Solids
Polyurethane
B65 Series
US
Coatings
UreGrip
3000 HS
VOC
Corotech
Aliphatic
Acrylic
Urethane
#V500
3 rd Coat Finish Semi-Gloss
(Part A)

3.6-4.8 wet

3.0-4.0 dry
<100 Hi-Solids
Polyurethane
B65 Series
US
Coatings
EpoxyGrip2
300
Corotech
Aliphatic
Acrylic
Urethane
#V500
Hardener Finish Gloss
(Part B)

3.6-4.8 wet

3.0-4.0 dry
<100 Hi-Solids
Polyurethane
Hardener
B65 Series
US
Coatings
UreGrip
3000 HS
VOC
Corotech
Aliphatic
Urethane
V500
Catalyst
E. Interior DryFall Systems

1. Substrates: Galvanized and non-galvanized metal

2. Application: Interior face of exposed metal roof deck, typical u.o.n. [Specifier: consider this option for areas with high roofs such as multi-purpose rooms, stages, etc. Advantage is that the paint overspray turns to “dust” before it hits the floor allowing easy clean up via sweeping or vacuuming]

3. Exceptions:

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 25
a. Do not use Dryfall Systems when temperature and humidity do not meet criteria set forth in manufacturer’s product data / installation instructions.

4. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 5.0-10.0
wet

1.9-3.8 dry
<50 ProIndustrial
Pro-Cryl
Universal
Acrylic
Primer
B66 Series
N/A Ultra Spec
HP Acrylic
Metal
Primer
#HP04
2 nd & 3rd
Coats
Finish Semi-Gloss
Flat
Eg-Shel
[Specifier:
select
desired
sheen and
delete the
others]

6.0-9.0 wet

2.0-3.0 dry
<50 ProIndustrial
Waterborne
Acrylic
DryFall
B42 Series

AQUAFALL
Dry Fall
AQUA10
AQUA 30
Latex
Dryfall
#397 SemiGloss
#395 Flat
#396
Eggshell
F. Gypsum Board Walls and Ceilings

1. Substrates: Gypsum Board substrates per Section 09 29 00 – Gypsum Board & Sheathing Substrates.

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 4.0 wet

1.0 dry
<50 ProMar 200
Zero VOC
Latex
Primer
B28 Series

VINYLASTI
C Select
VNSL00
Ultra Spec
500 Latex
Primer
#534
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 26
2 nd &
3 rd
Coats
Finish Eg-Shel
Gloss
Semi-Gloss
Low-Gloss
Eg-Shel
Low Sheen
Eg-Shel
Flat
Or
Refer to
Interior
Finish
Legend
[Specifier
– select
desired
sheen or
reference
interior
finish
legend]

4.0 wet

1.4-1.7 dry
(depending
on sheen)
<50 ProMar 200
Zero VOC
Interior Latex
B20 Series
(Eg-Shel)
B21 Series
(Gloss)
B31 Series
(Semi-Gloss)
B41 Series
(Low Gloss EgShel)
B24 Series
(Low Sheen
Eg-Shel)
B30 Series
(Flat)
[Specifier – if
referencing
interior finish
legend,
remove
references to
sheet series, ie
B20, B31, etc.]
SPARTA
Series
SSLL30
(Egg Shell)
SZRO10
(Flat)
SSLL20
(Velvet)
SWLL40
(Low
Sheen)
SWLL50
(SemiGloss)
SSHL60
(Gloss)
Ultra Spec
500 Zero
VOC
Interior
Latex
#538
(Eggshell)
#536 (Flat)
#537 (Low
Sheen)
#539
(SemiGloss)
#540
(Gloss)
G. Gypsum Board Walls & Ceilings @ Showers, Locker Rooms, and other High-Humidity Rooms

1. Substrates: Gypsum Board substrates per Section 09 29 00 – Gypsum Board & Sheathing Substrates.

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 27
1 st Coat Primer - 4.0 wet

1.0 dry
<50 ProMar 200
Zero VOC
Latex
Primer
B28 Series

VINYLASTIC
Select
VNSL00
Ultra Spec
500 Latex
Primer #534
2 nd &
3 rd
Coats
Finish 5.0-12.0
wet

2.0-5.0 dry
<50 ProIndustrial
Water Based
Catalyzed
Epoxy Part A
B73 Series
US Coatings
AquaGrip
2600
Corotech
Pre
Catalyzed
Waterborne
Epoxy V341
4 TH
Coat
Hardener
Refer to
Interior
Finish
Legend
[Specifier:

Eg-Shel
and Gloss
are only
options;
coordinate
with
Interiors]

5.0-12.0
wet

2.0-5.0 dry
<50 ProIndustrial
Water Based
Catalyzed
Epoxy Part B
B73 Series
US Coatings
AquaGrip
2600
Single
component
H. Gypsum Board Walls & Ceilings @ Utility Rooms (Janitor, Storage, Electrical, Equipment, IDF/MDF, and Mechanical Rooms and Kitchens)

1. Substrates: Gypsum Board substrates per Section 09 29 00 – Gypsum Board & Sheathing Substrates.

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 4.0 wet

1.0 dry
<50 ProMar 200
Zero VOC
Latex
Primer
B28 Series

VINYLASTIC
Select
VNSL00
Ultra Spec
500 Latex
Primer #534
2 nd &
3 rd
Coats
Finish 5.0-12.0
wet

2.0-5.0 dry
<50 Pro-Industrial
Water Based
Catalyzed
Epoxy Part A
B73 Series
US Coatings
AquaGrip
2600
Corotech
Pre
Catalyzed
Waterborne
Epoxy V341
4 TH
Coat
Hardener
Refer to
Interior
Finish
Legend
[Specifier:

Eg-Shel
and Gloss
are only
options;

5.0-12.0
wet

2.0-5.0 dry
<50 Pro-Industrial
Water Based
Catalyzed
Epoxy Part B
US Coatings
AquaGrip
2600
Single
component
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 28
coordinate
with
Interiors]
B73 Series
I. Interior Wood (Painted)

1. Substrates: Interior wood including, but not limited to Glu-Lam and Sawn Timber beams, columns, and diagonal members, wood decking and sheathing, trim, and back of casework.

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 4.0 wet

1.4 dry
<50 Premium Wall
& Wood Latex
Primer
B28 Series
Interkote
IKPR00
Fresh Start
All Purpose
Primer
#046
2 nd &
3 rd
Coats
Finish Eg-Shel
Gloss
Semi-Gloss
Low-Gloss
Eg-Shel
Low Sheen
Eg-Shel
Flat
Or
Refer to
Interior
Finish
Legend
[Specifier
– select
desired
sheen or

4.0 wet

1.4-1.7 dry
(depending
on sheen)
<50 ProMar 200
Zero VOC
Interior Latex
B20 Series
(Eg-Shel)
B21 Series
(Gloss)
B31 Series
(Semi-Gloss)
B41 Series
(Low Gloss EgShel)
B24 Series
(Low Sheen
Eg-Shel)
B30 Series
(Flat)
SPARTA
Series
SSLL30
(Egg Shell)
SZRO10
(Flat)
SSLL20
(Velvet)
SWLL40
(Low
Sheen)
SWLL50
(SemiGloss)
SSHL60
(Gloss)
Ultra Spec
500 Zero
VOC
Interior
Latex
#538
(Eggshell)
#540
(Gloss)
#539
(SemiGloss)
#537 (Low
Sheen)
#536 (Flat)
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 29
reference
interior
finish
legend]
J. Interior Wood (Painted Flame Retardant)

1. Substrates: Interior backer boards, panel boards, and other locations noted in drawings.

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Flame Control Coatings, LLC
1 st Coat Sealer - - - Not required
2 nd Coat Finish Flat 7.6 wet

3.9 dry
45 g/L Flame Control No. 20-20A
Intumescent Fire Retardant
(Waterbased) Paint
K. Interior Wood – Stained

1. Substrates: Exposed exterior natural wood surfaces including, but not limited to Glu-Lam and Sawn Timber beams, columns, and diagonal members, and interior trim / finish carpentry. a. Not for use on wood floors.

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Conditioner - - <100 MinWax
Waterbased
Pre-Stain
Wood
Conditioner
N/A Lenmar
Interior
Waterborne
Wiping Stain
#1WB.1300

UNTINTED
2 nd
Coat*
Stain - - <250 MinWax
Performance
Series
Tintable
GEMINI
Craftsman
Collection
240 VOC
Wiping Stain
Lenmar
Interior
Waterborne
Wiping Stain
#1WB.1300
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 30
Wood Stain
250 VOC
3 rd &
4 th
Coats
Clear
Topcoat
Satin
Gloss
SemiGloss
[Specifie
r – select
desired
sheen
and
delete
others]
<275 MinWax
Water Based
Oil-Modified
Polyurethane

GEMININ

TITANIUM
High Solids
Urethane
Modified
Waterborne
WB-02X0
Benwood
Stays Clear
Acrylic
Polyurethane
Flat #425
Low Lustre
#423
High Gloss
#422
*=Additional Coats may be necessary to achieve desired color.

L. Interior Wood Floor – Stained and/or Clear Coated

1. Substrates: Exposed interior natural wood floor surface.

2. Application: Dance floors, typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Conditioner - - <100 MinWax
Waterbased
Pre-Stain
Wood
Conditioner
N/A Lenmar
Interior
Waterborne
Wiping Stain
#1WB.1300
2 nd
Coat*
Stain - - <250 MinWax
Performance
Series
Tintable
Wood Stain
250 VOC
GEMINI
Craftsman
Collection
240 VOC
Wiping Stain
Lenmar
Interior
Waterborne
Wiping Stain
#1WB.1300
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 31
3 rd &
4 th
Coats
Clear
Topcoat
Satin
SemiGloss
Gloss
[Specifier
– select
desired
sheen and
delete
others]
<275 MinWax
Water Based
Oil-Modified
Polyurethane

GEMININ

M. Interior Wood – Penetrating Oil Based Finish (Transparent)

1. Substrates: Exposed interior natural wood surfaces when noted to match penetrating oil based finish @ exterior wood.

2. Application: Typical, u.o.n.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
FLOOD
1 st Coat Cleaner - - - Per manufacturer for
substrate condition
2 nd &
3 rd
Coats
Finish - - <350 CWF UV-5 Oil
N. Interior Pipe Identification

1. Substrates: Metal Piping

2. Application: Typical where pipes are not specified to receive insulated pipe wraps, u.o.n.; coordinate with Mechanical drawings and specifications.

3. Product Schedule:

Application Manufacturer’s Product
Product
Type
Sheen Dry Film
Thickness
(mil)
VOC
Limit
(g/L)
Sherwin
Williams
Alternate:

Dunn
Edwards
Alternate:

Benjamin
Moore
1 st Coat Primer - 4.0 wet

1.0 dry
<50 Pro-Industrial
Pro-Cryl
ENDURAPRIME Ultra Spec
HP Acrylic
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 32
Universal
Acrylic Primer
B66 Series
Metal
Primer
ENPR00
Metal
Primer
#HP04
2 nd &
3 rd
Coats
Finish Gloss 4.0-5.0 wet

1.4-1.7 dry
<50 Pro-Industrial
Waterbased
Alkyd Urethane
B53 Series
ENDURACOAT
ENCT60
Ultra Spec
HP D.T.M.

Gloss HP28
O. Interior TRAFFIC MARKING

1. Substrate:
a. Concrete
b. Asphalt
c. Brick

2. Specified in “Pavement Markings Section 32 17 23”

3. VOCs: Compliant with current SCAQMD and LEED v4 VOC requirements.

P. Interior GALVANIZED REPAIR PAINT: (Coordinate with Specifications containing galvanized metal)

1. Mfgr: ZRC Worldwide, www.zrcworldwide.com, 800.831-3275

2. Product: ZRC ZERO VOC Water-Based Galvanizing Compound

3. Type: Two-pack Water-Based Galvanizing Compound

4. Standards: (Meets or exceeds)
a. ISO 9001 registered
b. MIL-P-26915A (USAF Zinc dust Primer)
c. SSPC-Paint 20 (Specification for Zinc Rich Primer)
d. ASTM Des. A239 Preece Test for hot dipping galvanizing e. ASTM Des B117 10,000 salt spray without failure
f. VOCs: Compliant with current SCAQMD and LEED v4 VOC requirements

5. Material:
a. 93% Zinc in the dry film using Type III “ultra-pure” ASTM-D-520 zinc

6. Preparation:
a. Grease & Oils: Solvent clean to SSPC-SP1
b. Rust Scale: Power tool clean to SSPC-SP3 or SSPC-SP11 (SIS St. 2 or 3) 1) Sand blast (SSPC-SP6) at exterior exposed conditions.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 33
c. Mill Scale: Sandblast to SSPC-SP6
d. Water Immersion: (100 degree F max.) Sandblast to SSPC-SP10 (near-white)

2.4 SPECIALTY PAINTS AND COATINGS
A. Anti-Slip Paint / Coating:

1. Schedule: Interior
a. As indicated in drawings
b. Stair tread contrasting stripe [Specifer: select desired system and delete others] Manufacturer Material Name VOCs Color Installation Composition Epoxy WALK-A- Roll-on 2-part
SURED
Clear
Black
Grey
[Specifer:
select
desired
color and
delete
others]
Trowel-on 2-part
Acrylic Paint SAFE &
STRIDE
Black
Grey
Safety
Yellow
[Specifer:
select
desired
color and
delete
others]
1-part
Wooster –
Products
Oil Paint SAFE &
STRIDE
Compliant with
current
SCAQMD and
LEED v4 VOC
requirements
Grey 1-part

2. Schedule: Exterior
a. As indicated in drawings
b. Stair tread contrasting stripe
Manufacturer Material Name VOCs Color Installati
on
Composition
Wooster –
Products
Epoxy – Heavy Duty
(application – heavy duty,
high traffic)
B. EPOXY WP-70
Compliant with
current
SCAQMD and
LEED v4 VOC
requirements
Black
Grey
Safety Yellow
C. Brown
D. Trowel &
squeegee
E. 2-part
Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 34

2.5 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the General Contractor and subject to the approval of the Architect.

PART 3 - EXECUTION

3.1 INSPECTION/EXAMINATION
A. Applicator must examine areas and conditions under which painting work is to be performed and notify General Contractor in writing of conditions detrimental to proper and timely completion of work.

1. Examine and verify that receiving conditions of substrate have no defects or errors, which would result in poor or potentially defective application or cause latent defects in workmanship.

2. Confirm water vapor emission of concrete surfaces to be painted do not exceed manufacturer’s recommendations.

3. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of durable paint film

4. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to applicator.

3.2 COORDINATION
A. Refer to Division 1 for project coordination requirements.

B. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

3.3 PREPARATION
A. Prepare work, substrates, etc. in accordance with manufacturer’s recommendations.

1. General:
a. Perform all preparation and cleaning procedures in strict accordance with paint/stain manufacturer's instructions and as herein specified, for each particular substrate condition. b. Remove all hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be finish painted, or provide surface-applied protection prior to surface preparation and painting operations. Remove if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items by workmen skilled in trades involved. c. Clean surfaces to be painted before applying material.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 35
1) Remove oil and grease with clean cloths and cleaning solvents prior to mechanical cleaning. Program cleaning and painting so that dust and other contaminants from cleaning process will not fall in wet, newly painted surfaces. 2) Shot blast all area’s to remove rust and other contaminants in accordance with SSPC guidelines.

2. Wood:
a. Clean wood surfaces to be painted of dirt, oil, or other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sandpaper smooth those finished surfaces exposed to view, and dust off.
b. Prime, stain, or seal wood required to be job painted immediately upon delivery to job.

Prime edges, ends, faces, undersides, and backsides of such wood, including cabinets, counters, cases, etc; interior and exterior trim, fascia, wood doors and plywood. c. When transparent finish is required, use spar varnish for backpriming. d. Seal tops, bottoms and cut-outs and all edges not covered with veneer of wood doors with heavy coat of varnish or equivalent sealer immediately upon delivery to job. e. Scrape and clean small, dry, seasoned knots and apply thin coat of white shellac or other recommended knot sealer, before application of priming coat. f. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood-filler.

Sandpaper smooth when dried.

3. Metal / Steel:
a. Ferrous metals:
1) Clean non-galvanized, ferrous surfaces that have not been shop-coated of all oil, grease, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning, complying with Steel Structures Painting Council (SSPC)-SP3. 2) Sand blast all non-galvanized, ferrous surfaces that have not been shop-coated of all rust and other foreign substances by mechanical blast cleaning, complying with Steel Structures Painting Council (SSPC)-SP6.
3) Comply with SSPC guidelines in addition to these instructions. b. Galvanized surfaces
1) Clean free of oil and surface contaminates with acceptable non-petroleum based solvent.
2) Comply with SSPC guidelines in addition to these instructions. c. Metal Decking
1) Factory Primed:
a) Field fog finish painted for acoustical deck locations, coordinate with metal deck manufacturer.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 36
2) Factory Finish Painted:
a) Field tough up in accordance with this specification and paint in accordance with metal decking Section.

4. Exposed Architectural Steel: (Structural and non-structural components included) a. All steel that is exposed to view at interior & exterior shall be cleaned, prepared and primed for an Architectural painted finish.
1) Ferrous metals:
a) Clean non-galvanized, ferrous surfaces that have not been shop-coated of all oil, grease, dirt, loose mill scale and other foreign substances by solvent and mechanical cleaning, complying with Steel Structures Painting Council (SSPC)-SP3. b) Sandblast all non-galvanized, ferrous surfaces that have been shop-coated of all rust and other foreign substances by mechanical blast cleaning, complying with Steel Structures Painting Council (SSPC)-SP6.
c) Clean all non-galvanized, ferrous surfaces that have been shop-coated of all foreign substances by chemical cleaning, complying with Steel Structures Painting Council (SSPC)
d) Comply with SSPC guidelines in addition to these instructions. e) Remove all burrs / scratches, etc.
f) Prepare all surfaces to be smooth – fill voids & imperfections to achieve smooth surfaces.
b. Galvanized surfaces
1) Clean free of oil and surface contaminates with acceptable non-petroleum based solvent.
2) Prepare all surfaces to be smooth – fill voids & imperfections to achieve smooth surfaces.
3) Remove all burrs / scratches, etc.
4) Fill all gaps left where welding occurs between two items to achieve a continuous & even joint.
5) Comply with SSPC guidelines in addition to these instructions.

5. Concrete:
a. Clean concrete surfaces to be painted of dirt, oil, or other foreign substances with scrapers, VOC compliant cleaners, and sandpaper, as required.
b. Prime concrete as required by paint manufacturer.
c. Tape the locations for stair tread stripes to install true and straight edges of contrasting stripes.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 37

3.4 INSTALLATION
A. General:

1. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

2. Apply paint by brush, roller, spray, or other acceptable practice in accordance with manufacturer's directions.
a. Use brushes best suited for type of material being applied. Use rollers of carpet, velvet back, or high pile sheep’s wool as recommended by paint manufacturer for material and texture required.
1) Roll apply 1st coat of paint typical at all wall and ceiling applications. 2) Install finish coats with sprayer at all interior and exterior exposed Architectural/structural steel locations.

3. Number of coats and paint film thickness required is same regardless of application method.

Do not apply succeeding coats until previous coat has completely dried and inspected. Sand between each enamel or varnish coat application with fine sandpaper or rub surfaces with pumice stone where required to produce even, smooth surface in accordance with manufacturer's directions.

4. Apply additional coats when undercoats, stains, or other conditions show through final coat of paint, until paint film is of uniform finish, color and appearance. Give special attention to insure that all surfaces, including edges, corners, crevices, welds, and exposed fasteners receive film thickness equivalent to that of flat surfaces.

5. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint surfaces behind permanently-fixed equipment or furniture with prime coat only.

6. Paint interior surfaces of ducts, where visible through registers or grilles, and other surfaces indicated on Drawings with flat non-specular black paint, before final installation of equipment.

7. Paint back sides of access panels, removable or hinged covers to match exposed surfaces.

8. Finish exterior doors on tops, bottoms, and side edges same as exterior faces, unless otherwise indicated.

9. Painting of mechanical and electrical work is limited to those items exposed in Mechanical Equipment Rooms and in occupied spaces.

10. Doors: Finish tops, bottoms and edges of doors to provide same appearance as balance of door; re-seal all trimmed edges and mortising on factory sealed doors immediately after fitting by the finish carpenter.

11. Provide “Wet Paint” signs as required to protect newly painted finishes. Remove temporary protective wrappings provided by others for protection of their work after completion of painting operations.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 38
B. Mechanical items to be painted include, but are not limited to, following:

1. Piping, pipe hangers, and supports, when exposed in finished spaces.

2. Motors, mechanical equipment, and supports.

3. Accessory items.

C. Electrical items to be painted include, but are not limited to, following:

1. Conduit and fittings.

2. Switchgear.

D. Minimum coating thickness: Apply each material at not less than manufacturer's recommended spreading rate, to provide total dry film thickness as indicated.

E. Prime coats: Recoat primed and sealed walls and ceilings where there is evidence of suction spots or unsealed areas in first coat, to assure finish coat with no burn-through or other defects due to insufficient sealing.

F. Scheduling painting: Apply first-coat material to surfaces that have been cleaned, pre-treated, primed and/or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration.

1. All materials shall be applied and cut in neatly to ensure uniform drying to the color and sheen specified, free from runs, sags, wrinkles, shiners, streaks and brush marks.

2. Allow sufficient time between successive coatings to permit proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and application of another coat of paint does not cause lifting or loss of adhesion of under coat.

3. Each coat of paint or finish must be inspected and approved before application of the succeeding specified coat, failure to comply with the inspection and approval requirements for successive coats will necessitate recoating at the painting contractor's expense wherever work is not properly credited. The painting contractor must furnish a report of each coat applied when completed for inspection and approval to comply with the above. Notify the Architect in advance of completed coats to be inspected.

G. Pigmented (opaque) finishes: Completely cover to provide opaque, smooth surface of uniform finish, color, appearance, and coverage.

1. Vary each coat of paint in shade from the preceding coat in a manner which renders each coat readily distinguishable without affecting finish color. Touch up all blemishes.

H. Transparent (clear) finishes: On exposed portions, use multiple coats to produce glass-smooth surface film continuity of even luster. Provide finish free of laps, cloudiness, color irregularity, runs, brush marks, orange peel, nail holes, or other surface imperfections.

I. Brush application: Brush-out and work all brush coats onto surfaces in even film. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. Neatly draw all glass and color break lines.

Client Name 19six Architects Project No. XXXXX.XX
Project Title HCAi Project #: SXXXXXX-XX-XX
Project Specifications
PAINTING AND COATING 09 90 00 - 39
J. Mechanical applicators: Use mechanical methods for paint application when permitted by governing ordinances and trade union regulations. If permitted, limit to only those surfaces impracticable for brush applications.

1. Limit roller application (generally) to interior wall and ceiling finishes for second and third coats.

Apply each roller coat to provide equivalent hiding as brush-applied coats.

2. Where spray application is used, apply each coat to provide equivalent hiding of brush-applied primer. Do not double back with spray equipment for purpose of building up film thickness of two coats in one pass.

3.5 FIELD QUALITY CONTROL
A. Product Manufacturer shall provide field service support as requested by the Installer/Applicator B. General Contractor and the Product Manufacturer shall make periodic on-site inspections to ensure that the materials are being installed in strict accordance with manufacturer’s specifications.

The Applicator shall be responsible for the proper application of the materials.

C. The Applicator shall certify in writing the quality of work performed relative to the substrate system, details, installation procedures and workmanship is in accordance with project specifications and manufacturer's instructions.

3.6 PROTECTION AND CLEAN UP
A. Refer to Division 1 for protection and cleaning requirements.