SOW OPTION 1 Resident Chambers 270 CD PM 2021 03 17 (3).pdf

1819 Peachtree Rd. NE, Suite 102 Atlanta, GA 30309 t: 404.633.4264 f: 404.870.7337 houserwalker.com info@houserwalker.com

U.S. General Services Administration Public Buildings Service Region 4 Atlanta, GA

SECOND FLOOR RESIDENT JUDGES CHAMBERS

ELBERT P. TUTTLE COURT OF APPEALS BLDG-

Project Number Location , GA

01/29/21

CONSOLIDATED SET

Tuttle Court of Appeals 2nd Floor Judges Chambers

00 0110 - 1 TABLE OF CONTENTS

SECTION 00 0110

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 00 0110 - Table of Contents

SPECIFICATIONS

2.01 DIVISION 01 -- GENERAL REQUIREMENTS

A. Appendix: GSA General Requirements for the Tuttle Court of Appeals B. Appendix: Hazardous Material Survey and Scope of Work

2.02 DIVISION 02 -- EXISTING CONDITIONS

2.03 DIVISION 03 -- CONCRETE

2.04 DIVISION 04 -- MASONRY

A. 04 4301 – Masonry Stone Veneer and Refurbishment

2.05 DIVISION 05 -- METALS

2.06 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

A. 06 1000 - Rough Carpentry B. 06 2000 - Finish Carpentry C. 06 4100 - Architectural Wood Casework

2.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

A. 07 8400 - Firestopping B. 07 9200 - Joint Sealants

2.08 DIVISION 08 -- OPENINGS

A. 08 1433 - Stile and Rail Wood Doors B. 08 3100 - Access Doors and Panels C. 08 7000 – Door Hardware D. 08 8000 - Glazing

2.09 DIVISION 09 -- FINISHES

A. 09 2100 – Plaster Repair and Conservation B. 09 2116 - Gypsum Board Assemblies C. 09 3000 - Tiling D. 09 6800 – Direct Glue Carpet E. 09 6429 – Wood Strip and Plank Flooring F. 09 7200 – Wall Coverings F. 09 9020 - Encapsulation G. 09 9123 - Interior Painting

2.10 DIVISION 10 -- SPECIALTIES

A. 10 2800 - Toilet, Bath, and Laundry Accessories B. 10 4400 - Fire Protection Specialties

2.11 DIVISION 11 -- EQUIPMENT

2.12 DIVISION 12 -- FURNISHINGS

00 0110 - 2 TABLE OF CONTENTS

A. 12 2910 – Wood Shutters

2.13 DIVISION 13 -- SPECIAL CONSTRUCTION

2.14 DIVISION 14 -- CONVEYING EQUIPMENT

2.15 DIVISION 21 -- FIRE SUPPRESSION

A. 21 0000 - Fire Suppression

2.16 DIVISION 22 -- PLUMBING

A. 22 0010 - General Provisions - Plumbing B. 22 0100 - Operation and Maintenance of Plumbing C. 22 0500 - Common Work Results for Plumbing D. 22 0523 - Plumbing Valves and Strainers E. 22 0553 - Identification for Plumbing Piping and Equipment F. 22 0700 - Plumbing Systems Insulation G. 22 1000 - Pipe Fittings and Accessories - Plumbing H. 22 1005 - Plumbing Piping and Drainage Accessories I. 22 3400 – Domestic Water Heating Equipment I. 22 4000 - Plumbing Fixtures and Trim

2.17 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

A. 23 0010 - General Provisions - HVAC B. 23 0100 - Operation and Maintenance of HVAC Systems C. 23 0500 - Common Work Results for HVAC D. 23 0549 - Vibration Isolation E. 23 0553 - Identification for HVAC Piping and Equipment F. 23 0593 - Testing Balancing and Adjusting G. 23 0700 - HVAC Insulation H. 23 0923 - Building Automation and Temperature Control Systems I. 23 3100 - Ductwork J. 23 3616 - Variable Volume Terminals K. 23 3713 - Grills Registers and Diffusers

2.18 DIVISION 26 -- ELECTRICAL

A. 26 0100 - Electrical General Provisions B. 26 1000 - Basic Materials and Methods C. 26 4000 – Electrical Service and Distribution Equipment D. 26 4500 - Grounding E. 26 5000 – Lighting Fixtures F. 26 7200 – Fire Alarm G. 26 7500 – Miscellaneous Systems

2.19 DIVISION 27 -- COMMUNICATIONS

A. 27 1300 – Communications Cabling

2.20 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY

2.21 DIVISION 31 -- EARTHWORK

2.22 DIVISION 32 -- EXTERIOR IMPROVEMENTS

2.23 DIVISION 33 -- UTILITIES

00 0110 - 3 TABLE OF CONTENTS

END OF SECTION

Chambers Renovation

04 4301 - 1 STONE MASONRY VENEER

SECTION 04 4301

STONE MASONRY VENEER AND RESTORATION

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Salvage Historic Cut stone veneer at interior walls.

B. Metal anchors and accessories.

C. Setting mortar .

D. Restoration of Historic marble flooring.

E. Cleaning of veneer trim and wall panels.

1.02 REFERENCE STANDARDS

A. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2015.

B. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2014a.

C. ASTM C503/C503M - Standard Specification for Marble Dimension Stone; 2010.

D. Comply with Natural Stone Institute Dimension Stone Design Manual, version VIII, 2016.

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide data on stone units, attachments, mortar, and reinforcement.

C. Samples: Submit two stone samples illustrating quarry of origin, color range, texture, and markings.

D. Samples: Submit mortar color samples.

1.04 QUALITY ASSURANCE

A. Stone Fabricator Qualifications: Company specializing in fabricating cut stone with minimum five years of experience.

1.05 MOCK-UP

A. Construct stone wall panel mockup, 2 panels in width and full length, including acnchors and dividing strip.

B. Mockup marble flooring restoration for review and approval of Architect.

B. Mock-up may remain as part of the Work.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Protect stone from discoloration during storage on site.

1.07 FIELD CONDITIONS

A. Maintain materials and ambient air at minimum of 40 degrees F (5 degrees C) prior to, during, and for 48 hours after completion of work.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Stone Quarriers:

1. Polycor - Tate, Georgia Quarry.

2. Substitutions: See Section 01 6000 - Product Requirements.

2.02 STONE

A. Marble: Salvaged stone marble wall panels to be removed during demolition, cleaning and reinstalled as part of this work.

Tuttle Court of Appeals 2nd Floor Chambers Renovation

04 4301 - 2 STONE MASONRY VENEER

2.03 MORTAR

A. Setting Mortar: ASTM C270, Type S, using the Proportion Method as specified in Section 04

0511.

1. Products:

a. The QUIKRETE Companies ; QUIKRETE® Veneer Stone Mortar – Polymer Modified : www.quikrete.com.

b. Substitutions: See Section 01 6000 - Product Requirements.

B. Pointing Mortar: Type N as specified in Section 04 0511, and using the Property Method in

ASTM C270.

2.04 ACCESSORIES

A. Wall Ties: Formed steel wire, at least 1 inch (___ mm) diameter, hot dip galvanized per ASTM A123/A123M, eye and pintle type , with provision for vertical adjustment after attachment.

B. Setting Buttons and Shims: Plastic.

C. Cleaning Solution: Type that will not harm stone, joint materials, or adjacent surfaces.

2.05 MARBLE FLOOR AND WALL RESTORATION

A. Existing stone flooring is assumed to have layers of carpet adhesives and floor sealers that have to potential to stain the historic marble. It is the intent for this work to restore the historic marble flooring in areas as noted in the Room Finish Schedule.

B. Existing stone wall panels should be cleaned, repointed, and polished, as necessary.

C. Comply with recommendations from the Natural Stone Institutes DSDM Chapter 21 Restoration and Maintenance including Diagnostics, Repairs, Equipment, Restorative Process and Sealers to grind down, polish and seal restored marble floor.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that support work and site conditions are ready to receive work of this section.

B. Verify that items built-in under other sections are properly located and sized.

3.02 PREPARATION

A. Establish lines, levels, and coursing. Protect from disturbance.

B. Clean stone prior to erection. Do not use wire brushes or implements that mark or damage exposed surfaces.

C. Clean sawn surfaces of rust stains and iron particles.

3.03 INSTALLATION

A. Size stone units to fit opening dimensions and perimeter conditions.

B. Arrange stone pattern to provide color uniformity and minimize visual variations , and provide a uniform blend of stone unit sizes.

C. Provide setting and pointing mortar in accordance with Section 04 0511.

D. Arrange stone coursing as indicated on drawings with consistent joint width.

E. Set stone in full mortar setting bed to fully support stone over bearing surface. Use setting buttons or shims to maintain correct joint width.

3.04 REINFORCEMENT AND ANCHORAGE

A. Attach wall ties to back-up to bond veneer to back-up at maximum 16 inches (400 mm) on center vertically and 36 inches (900 mm) on center horizontally.

B. In addition, place wall ties at maximum 3 inches (75 mm) on center each way around perimeter of openings, within 12 inches (300 mm) of openings.

3.05 JOINTS

A. Leave the following joints open for sealant:

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20C270 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20C270

Tuttle Court of Appeals 2nd Floor Chambers Renovation

04 4301 - 3 STONE MASONRY VENEER

1. Joints in projecting units.

2. Joints between rigidly anchored units, including soffits, panels, and column covers.

3. Joints below lugged sills and stair treads.

4. Joints below ledge and relieving angles.

B. Rake out mortar joints 5/8 to 3/4 inch (16 to 19 mm) and brush joints clean to accommodate pointing mortar. Fill joints with pointing mortar.

C. Pack mortar into joints and work into voids. Neatly tool surface to concave joint.

D. At joints to be sealed, clean mortar out of joint before it sets. Brush joints clean.

3.06 CLEANING

A. Remove excess mortar as work progresses, and upon completion of work.

B. Clean soiled surfaces with cleaning solution.

C. Use non-metallic tools in cleaning operations.

06 1000 - 1 ROUGH CARPENTRY

SECTION 06 1000

ROUGH CARPENTRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Subflooring at wood and carpet finish floors.

B. Preservative treated wood materials.

C. Fire retardant treated wood materials.

D. Communications and electrical room mounting boards.

E. Concealed wood blocking, nailers, and supports.

F. Miscellaneous wood nailers, furring, and grounds.

1.02 RELATED REQUIREMENTS

1.03 REFERENCE STANDARDS

A. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009.

B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2015a.

C. AWPA U1 - Use Category System: User Specification for Treated Wood; 2012.

D. PS 1 - Structural Plywood; 2009.

E. PS 20 - American Softwood Lumber Standard; 2010.

F. SPIB (GR) - Grading Rules; 2014.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data: Provide technical data on wood preservative materials.

C. Manufacturer's Certificate: Certify that wood products supplied for rough carpentry meet or exceed specified requirements.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS

A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.

1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements.

2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated.

B. Lumber fabricated from old growth timber is not permitted.

C. Provide wood harvested within a 500 mile (805 km) radius of the project site.

D. Lumber salvaged from deconstruction or demolition of existing buildings or structures is permitted in lieu of sustainably harvested lumber for the applications outlined in this section only, provided it is clean, denailed, and free of paint and finish materials, and other contamination; identify source.

E. Lumber fabricated from recovered timber (abandoned in transit) is permitted in lieu of sustainably harvested lumber, unless otherwise noted, provided it meets the specified requirements for new lumber and is free of contamination; identify source.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ALSC%20PS%2020

06 1000 - 2 ROUGH CARPENTRY

2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS

A. Grading Agency: Southern Pine Inspection Bureau, Inc; SPIB (GR).

B. Sizes: Nominal sizes as indicated on drawings, S4S.

C. Moisture Content: S-dry or MC19.

D. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:

1. Lumber: S4S, No. 2 or Standard Grade.

2. Boards: Standard or No. 3.

2.03 CONSTRUCTION PANELS

A. Underlayment , For subflooring at wood and carpet finish flooring: APA Underlayment;

plywood, Exposure 2, 19/32 inch (15 mm) thick.

B. Communications and Electrical Room Mounting Boards: PS 1 A-D plywood, or medium density fiberboard; 3/4 inch (19 mm) thick; flame spread index of 25 or less, smoke developed index of 450 or less, when tested in accordance with ASTM E84.

2.04 ACCESSORIES

A. Fasteners and Anchors:

1. Metal and Finish: Hot-dipped galvanized steel complying with ASTM A153/A153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere.

B. Subfloor Glue: Waterproof, air cure type, cartridge dispensed.

1. Products: Basis of Design

a. Franklin International, Inc. ; Titebond PROvantage Weatherproof Subfloor Adhesive:

www.titebond.com/sle.

C. Construction Adhesives:

1. Products: Basis of Design

a. Franklin International, Inc. ; Titebond Fast Set Polyurethane Construction Adhesive:

www.titebond.com/sle.

D. Building Paper: Water resistant Kraft paper.

2.05 FACTORY WOOD TREATMENT

A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications.

1. Fire-Retardant Treated Wood: Mark each piece of wood with producer's stamp indicating compliance with specified requirements.

2. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an

ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards.

B. Fire Retardant Treatment:

1. Interior Type A: AWPA U1, Use Category UCFA, Commodity Specification H, low temperature (low hygroscopic) type, chemically treated and pressure impregnated;

capable of providing a maximum flame spread index of 25 when tested in accordance with ASTM E84, with no evidence of significant combustion when test is extended for an additional 20 minutes.

a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood.

b. Treat rough carpentry items as indicated .

c. Do not use treated wood in applications exposed to weather or where the wood may become wet.

C. Preservative Treatment:

1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category UC3B, Commodity Specification A using waterborne preservative .

a. Kiln dry lumber after treatment to maximum moisture content of 19 percent.

http://www.spib.org/publications.shtml http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=APA%20PS%201 https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E84 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=AWPA%20U1 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=AWPA%20U1 https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E84 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=AWPA%20U1

06 1000 - 3 ROUGH CARPENTRY

b. Treat lumber in contact with masonry or concrete.

PART 3 EXECUTION

3.01 PREPARATION

3.02 INSTALLATION - GENERAL

A. Select material sizes to minimize waste.

B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking.

C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants.

3.03 BLOCKING, NAILERS, AND SUPPORTS

A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim.

B. In framed assemblies that have concealed spaces, provide solid wood fireblocking as required by applicable local code, to close concealed draft openings between floors and between top story and roof/attic space; other material acceptable to code authorities may be used in lieu of solid wood blocking.

C. In metal stud walls, provide continuous blocking around door and window openings for anchorage of frames, securely attached to stud framing.

D. In walls, provide blocking attached to studs as backing and support for wall-mounted items, unless item can be securely fastened to two or more studs or other method of support is explicitly indicated.

E. Where ceiling-mounting is indicated, provide blocking and supplementary supports above ceiling, unless other method of support is explicitly indicated.

F. Provide the following specific non-structural framing and blocking:

1. Cabinets and shelf supports.

2. Wall brackets.

3. Towel and bath accessories.

4. Wall-mounted door stops.

5. Marker boards.

6. Wall millwork and trim.

7. Joints of rigid wall coverings that occur between studs.

3.04 INSTALLATION OF CONSTRUCTION PANELS

A. Underlayment: Secure to subflooring with nails and glue.

1. Place building paper between floor underlayment and subflooring.

B. Communications and Electrical Room Mounting Boards: Secure with screws to studs with edges over firm bearing; space fasteners at maximum 24 inches (610 mm) on center on all edges and into studs in field of board.

1. At fire-rated walls, install board over wall board indicated as part of the fire-rated assembly.

2. Where boards are indicated as full floor-to-ceiling height, install with long edge of board parallel to studs.

3. Install adjacent boards without gaps.

3.05 TOLERANCES

A. Framing Members: 1/4 inch (6 mm) from true position, maximum.

B. Surface Flatness of Floor: 1/8 inch in 10 feet (1 mm/m) maximum, and 1/4 inch in 30 feet (7 mm in 10 m) maximum.

C. Variation from Plane (Other than Floors): 1/4 inch in 10 feet (2 mm/m) maximum, and 1/4 inch in 30 feet (7 mm in 10 m) maximum.

06 1000 - 4 ROUGH CARPENTRY

3.06 CLEANING

A. Waste Disposal: Comply with the requirements of Section 01 7419 - Construction Waste

Management and Disposal.

1. Comply with applicable regulations.

2. Do not burn scrap on project site.

3. Do not burn scraps that have been pressure treated.

4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation facilities or “waste-to-energy” facilities.

B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.

C. Prevent sawdust and wood shavings from entering the storm drainage system.

06 2000 - 1 FINISH CARPENTRY

SECTION 06 2000

FINISH CARPENTRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Finish carpentry items.

B. Wood door frames and glazed frames.

C. Wood casings and moldings.

E. Mirror Glass F. Antiqued Mirror Glass

1.02 RELATED REQUIREMENTS

A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.

B. Section 06 4100 - Architectural Wood Casework: Shop fabricated custom cabinet work.

C. Section 08 1433 - Stile and Rail Wood Doors.

1.03 REFERENCE STANDARDS

A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.

B. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood; 2009.

C. NEMA LD 3 - High-Pressure Decorative Laminates; 2005.

D. PS 1 - Structural Plywood; 2009.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordinate the work with plumbing rough-in, electrical rough-in, and installation of associated and adjacent components.

1.05 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements for submittal procedures.

B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories.

1. Minimum Scale of Detail Drawings: 1-1/2 inch to 1 foot (1:8).

2. Provide the information required by AWI/AWMAC/WI (AWS).

C. Samples: Submit two samples of finish plywood, __12__x__12__ inch (____x____ mm) in size illustrating wood grain and specified finish.

D. Samples: Submit two samples of wood trim 12 inch (____ mm) long.

1.06 QUALITY ASSURANCE

A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience.

1. Company with at least one project in the past 5 years with value of woodwork within 20 percent of cost of woodwork for this Project.

2. Single Source Responsibility: Provide and install this work from single fabricator.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Protect work from moisture damage.

PART 2 PRODUCTS

2.01 FINISH CARPENTRY ITEMS

A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI/AWMAC/WI (AWS) for Custom Grade.

B. Interior Woodwork Items: All items to be solid stock, S4S and to AWI Premium Grade unless otherwise indicated.

http://www.awinet.org/

06 2000 - 2 FINISH CARPENTRY

1. Moldings, Bases, Casings, and Miscellaneous Trim:

a. Species: White Oak

b. Grain: Quarter Sawn unless otherwise noted.

c. Prepare for finish as indicated in Drawings.

2. Door, Glazed Light, and Pocket Door Frames: White oak; prepare for finish as indicated in drawings.

a. Species: White Oak

b. Grain: Quarter Sawn unless otherwise noted.

c. Prepare for finish as indicated in Drawings.

3. Window Casing, Jambs, Stools, Aprons:

a. Species: White Oak

b. Grain: Quarter Sawn unless otherwise noted.

c. Prepare for finish as indicated in Drawings.

d. Mill to profiles as indicated in Drawings.

4. Interior Windows,

a. Species: White Oak

b. Grain: Quarter Sawn unless otherwise noted.

c. Prepare for finish as indicated in Drawings.

d. Mill to profiles as indicated in Drawings.

e. Provide hinge and locking window hardware for two Law Clerk office sharing an exterior window.

f. Refer to 08 8000 Glazing for glazing specifications.

2.02 WOOD-BASED COMPONENTS

A. Wood fabricated from old growth timber is not permitted.

2.03 LUMBER MATERIALS

A. Hardwood Lumber: HW1 White Oak species, quarter sawn, maximum moisture content of 6 percent ; with vertical grain , of quality suitable for transparent finish.

2.04 SHEET MATERIALS

A. Hardwood Plywood (HP1): Face species as indicated, quarter cut , book matched, medium density fiberboard core ; HPVA HP-1, Front Face Grade AA, Back Face Grade 1, glue type as recommended for application.

2.05 LIGHT TROUGH

A. Provide LED Cove Trough Light in Library and Judge’s Office as indicated in the drawings.

B. Manufacturer: Fry Reglet C. Model: Custom Profile, as shown in the drawings: 4” Quarter Round, similar to LED-TR4b8c.

D. Finish: Powder coated, color to be selected by architect.

E. Coordinate with Electrical for installation of light troughs.

2.06 FASTENINGS

A. Adhesive for Purposes Other Than Laminate Installation: Suitable for the purpose; not containing formaldehyde or other volatile organic compounds.

B. Concealed Joint Fasteners: Threaded steel.

2.07 ACCESSORIES

A. Lumber for Shimming and Blocking: Softwood lumber of spruce, pine, or fir species.

B. Primer: Alkyd primer sealer.

C. Wood Filler: Solvent base, tinted to match surface finish color.

D. Mirror Glass: Custom built. See detail K7/A300

06 2000 - 3 FINISH CARPENTRY

1. Annealed Float Glass: Silvering, protective and physical characteristics in compliance with ASTM C1503.

2. Size: As indicated on drawings.

E. Antiqued Mirror Glass:

1. Acid Antiqued Mirrored Glass, https://www.antiquedmirroredglass.com/about.html;

john@antiquedmirroredglass.com 404.314.2520. Finish to be selected by architect from manufacturer’s full range. Substitutions allowed.

2.08 FABRICATION

A. Shop assemble work for delivery to site, permitting passage through building openings.

B. Fit exposed sheet material edges with 3/8 inch (9 mm) matching hardwood edging. Use one piece for full length only.

C. Cap exposed plastic laminate finish edges with material of same finish and pattern.

D. Shop prepare and identify components for book match grain matching during site erection.

E. When necessary to cut and fit on site, provide materials with ample allowance for cutting.

Provide trim for scribing and site cutting.

F. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locate counter butt joints minimum 2 feet (600 mm) from sink cut-outs.

2.09 SHOP FINISHING

A. Sand work smooth and set exposed nails and screws.

B. Apply wood filler in exposed nail and screw indentations.

C. On items to receive transparent finishes, use wood filler that matches surrounding surfaces and is of type recommended for the applicable finish.

D. Finish work in accordance with AWI/AWMAC/WI (AWS), Section 5 - Finishing for grade specified and as follows. Coordinate Finished with 06 4100 3.05 Schedule.

1. Transparent: Type A White

a. System - 1, Lacquer, Nitrocellulose.

b. Stain: As selected by Architect.

c. Sheen: Flat.

2. Transparent: Type B Gray

a. System - 12, Polyurethane, Water-based.

b. Color: As selected by Architect.

c. Sheen: Flat.

E. Back prime woodwork items to be field finished, prior to installation.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

B. Verify mechanical, electrical, and building items affecting work of this section are placed and ready to receive this work.

3.02 INSTALLATION

A. Install work in accordance with AWI/AWMAC/WI (AWS) requirements for grade indicated.

B. Set and secure materials and components in place, plumb and level.

C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch (0.79 mm).

Do not use additional overlay trim to conceal larger gaps.

3.03 PREPARATION FOR SITE FINISHING

A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20C1503 mailto:john@antiquedmirroredglass.com

06 2000 - 4 FINISH CARPENTRY

3.04 TOLERANCES

A. Maximum Variation from True Position: 1/16 inch (1.6 mm).

B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch (0.79 mm).

06 4100 - 1 ARCHITECTURAL WOOD

CASEWORK

SECTION 06 4100

ARCHITECTURAL WOOD CASEWORK

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Specially fabricated cabinet units.

B. Countertops.

C. Cabinet hardware.

D. Preparation for installing utilities.

1.02 RELATED REQUIREMENTS

A. Section 09 9123 - Interior Painting: Site finishing of cabinet exterior.

1.03 REFERENCE STANDARDS

A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.

B. BHMA A156.9 - American National Standard for Cabinet Hardware; 2010.

C. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014.

D. BHMA A156.9 - American National Standard for Cabinet Hardware; 2010.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Convene a preinstallation meeting not less than one week before starting work of this section; require attendance by all affected installers.

1.05 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories.

1. Minimum Scale of Detail Drawings: 1-1/2 inch to 1 foot (1:8).

C. Product Data: Provide data for hardware accessories.

D. Samples: Submit actual samples of architectural cabinet construction, minimum 12 inches (300

mm) square, illustrating proposed cabinet, countertop, and shelf unit substrate and finish.

E. Samples: Submit actual sample items of proposed pulls, hinges, shelf standards, and locksets, demonstrating hardware design, quality, and finish.

1.06 QUALITY ASSURANCE

A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience.

1. Company with at least one project in the past 5 years with value of woodwork within 20 percent of cost of woodwork for this Project.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Protect units from moisture damage.

1.08 FIELD CONDITIONS

A. During and after installation of custom cabinets, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy.

PART 2 PRODUCTS

2.01 CABINETS

A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI/AWMAC/WI (AWS) for Premium Grade.

06 4100 - 2 ARCHITECTURAL WOOD

B. Cabinet Type "CAB-1" Wood Veneer Faced Cabinets: Custom Grade

1. Finish- Exposed Exterior Surfaces: Wood, Grade AA, Species as scheduled below;

Veneers to be slip matched. Solid to match as closely as possible to veneers.

2. Grained Face Layout for Cabinet and Door Fronts: Shaker Style.

a. Premium Grade: Doors, drawer fronts, and false fronts wood grain to run and match vertically within each cabinet unit.

b. Door and Drawer Front Edges Profiles: As indicated on Drawings C. General Cabinet "Carcass" Construction (all locations)

1. Finish - Exposed Interior Surfaces: Melamine covering over Medium Density Fiberboard.

2. Finish - Concealed Surfaces: Medium Density Fiberboard, sealed clear finish.

3. Door and Drawer Front Retention Profiles: Fixed panel.

4. Casework Construction Type: Type A - Frameless.

5. Interface Style for Cabinet and Door: Style 2 - Finish Inset; flush overlay.

6. Cabinet Design Series: As indicated on the Drawings.

7. Cabinet Style: Flush overlay.

8. Cabinet Doors and Drawer Fronts: Flush style.

9. Drawer Side Construction: Multiple-dovetailed.

2.02 WOOD-BASED COMPONENTS

A. Wood fabricated from old growth timber is not permitted.

2.03 LAMINATE MATERIALS

2.04 COUNTERTOPS

A. Countertop Type "WC": Solid Wood Countertop Surfaces: solid wood and/or veneers as indicated in Drawings.

1. Locations: As Scheduled on Finish Schedule Sheet..

2. Edges: 1 ½” thickness, solid oak hardwood edge with ¼” radius edges.

3. Species: White Oak, quarter sawn as indicated.

4. Finish: Coordinate finish of wood countertop to match finish of millwork below.

B. Countertop Type "SS": Solid Surfacing Countertop Surfaces: solid, non-porous, homogeneous surfacing material composed of acrylic resin and natural minerals.

1. Locations: As Scheduled Below.

2. Edges: Unless otherwise indicated in Drawings, edges to be squared, no return apron.

3. Backsplash: none.

4. Substrate: Unless otherwise indicated in Drawings, substrate to be 3/4" plywood.

5. Thickness: 2 cm

6. Countertop Manufacturer and Style: As Scheduled on Finish Schedule Sheet.

2.05 ACCESSORIES

A. Adhesive: Type recommended by fabricator to suit application.

B. Bolts, Nuts, Washers, Lags, Pins, and Screws: Of size and type to suit application; galvanized or chrome-plated finish in concealed locations and stainless steel or chrome-plated finish in exposed locations.

C. Concealed Joint Fasteners: Threaded steel.

D. Wire Management (WM): Basis of Design -

1. Doug Mockett Company, Model WM7 Velcro Guide E. Exposed Grommets (G): Basis of Design -

1. Doug Mockett Company; MAX1/A-94 -"The Max" Small Size grommet; Brushed Aluminum finish.

2. Assume two per computer. See AI003 for computer locations. Coordinate final location with Courts Staff.

F. Concealed Grommets: Standard plastic or painted metal grommets for cut-outs, in color to match adjacent surface.

06 4100 - 3 ARCHITECTURAL WOOD

G. Trash Management Liner: Basis of Design

1. Doug Mockett Company; TM Series, TM1-92, Light Grey ABS Plastic.

2.06 HARDWARE

A. Hardware: BHMA A156.9, types as recommended by fabricator for quality grade specified.

B. Adjustable Shelf Supports: Standard side-mounted system using recessed steel pilaster strip -and coordinated shelf rests, for nominal 1/2 inch spacing adjustments.

1. Pilaster Product: Knape & Vogt Steel heavy Duty Shelf Pilaster 23 Ga.

2. Shelf Support Product; Knape & Vogt Steel Shelf Support 23 Ga. 1in.L

3. Length: As needed

4. Color: White, Powder Coated

5. Weight Rating: 250 lb

C. Catches: Magnetic.

D. Drawer Slides:

1. Type: Full extension.

2. Static Load Capacity: Heavy Duty grade.

3. Mounting: Side mounted.

4. Stops: Integral type.

5. Features: Provide self closing/stay closed type.

6. Manufacturers:

a. Accuride International, Inc : www.accuride.com.

b. Grass America Inc : www.grassusa.com.

c. Hettich America, LP : www.hettich.com/sle.

d. Knape & Vogt Manufacturing Company : www.knapeandvogt.com.

E. Hinges: European style concealed self-closing type, BHMA No. 1 Grade, steel with satin finish.

1. Manufacturers:

a. Grass America Inc : www.grassusa.com.

b. Hardware Resources : www.hardwareresources.com.

c. Hettich America, LP : www.hettich.com/sle.

d. Julius Blum, Inc : www.blum.com.

F. Drawer and Door Pulls

1. Product: Top Knobs – Emerald Knob 1 1/8” TKTK286BSN

a. Finish: Brushed Satin Nickel

b. Length: Knob

c. Location: Cabinet Doors

2. Product: Top Knobs – Emerald Pull 9” TKTK290BSN

a. Finish: Brushed Satin Nickel

b. Length: 9”

c. Location: Drawers in Workroom and Breakroom

3. Product: Top Knobs – Emerald Bull 5” TKTK288BSN

a. Length: 5”

b. Location: Drawers in Judicial Assistant, Judge, Judge Toilet, Toilet, Staff Attorney and Law Clerks.

F. Cabinet Locks: Keyed cylinder, two keys per lock, master keyed, steel with chrome finish.

G. Provide File Drawer hardware at cabinets noted as File Drawers.

H. Provide Trash Bin hardware at cabinets noted as Trash.

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06 4100 - 4 ARCHITECTURAL WOOD

2.07 SITE FINISHING MATERIALS

A. Finishing: Site finished as specified in Section 09 9123.

2.08 FABRICATION

A. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings.

B. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than one piece for any single length.

C. Fitting: When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide matching trim for scribing and site cutting.

D. E. Matching Wood Grain: Comply with requirements of quality standard for specified Grade and as follows:

1. Provide center matched panels at each elevation.

2. Carry figure of cabinet fronts to toe kicks.

E. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on-site dimensions.

Prime paint cut edges.

2.09 SHOP FINISHING

A. Sand work smooth and set exposed nails and screws.

B. For opaque finishes, apply wood filler in exposed nail and screw indentations and sand smooth.

C. On items to receive transparent finishes, use wood filler matching or blending with surrounding surfaces and of types recommended for applied finishes.

D. Finish work in accordance with AWI/AWMAC/WI (AWS), Section 5 - Finishing for grade specified, Interior Painting Section 09 9123 and as follows:

1. Typical White Paint: Benjamin Moore OC-45

a. System: Paint

b. Sheen: Satin.

2. Breakroom White Paint: Sherwin Williams Silverplate 7649

a. System: Paint

b. Sheen: Satin.

3. Gray Paint: Farrow and Ball Manor House Gray 265

a. System: Paint

b. Sheen: Satin.

4. Transparent: for Black Walnut millwork, No Stain

a. System: Lacquer, Nitrocellulose.

b. Sheen: Satin.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify adequacy of backing and support framing.

3.02 INSTALLATION

A. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level.

B. Use fixture attachments in concealed locations for wall mounted components.

C. Use concealed joint fasteners to align and secure adjoining cabinet units.

D. Secure cabinets to floor using appropriate angles and anchorages.

E. Countersink anchorage devices at exposed locations. Conceal with solid wood plugs of species to match surrounding wood; finish flush with surrounding surfaces.

06 4100 - 5 ARCHITECTURAL WOOD

3.03 ADJUSTING

A. Adjust installed work.

B. Adjust moving or operating parts to function smoothly and correctly.

3.04 CLEANING

A. Clean casework, counters, shelves, hardware, fittings, and fixtures.

3.05 CASEWORK TYPE CONFIGURATIONS: SEE PLAN SHEET A100 FOR CASEWORK TYPE

REFERENCES AND LOCATIONS. SEE FINISH SCHEDULE SHEET AI001 FOR COUNTERTOP

REFERENCES AND LOCATIONS

A. Type BC, Bookcases and Matching Casework.

1. Casework:

a. Finish: Finish 1 Typical White Paint

b. Species: White Oak, Red Oak or Beech

c. Substrate: Plywood as noted in Section 06 2000

d. Sizes and pattern: As indicated on Drawings.

e. Counters: Type WC

B. Type CBR, Casework Breakroom

1. Casework: Standard Carcass Construction

a. Cabinet Type: CAB-1

b. Species: White Oak, Red Oak or Beech

c. Finish: Finish 2 Breakroom White Paint

d. Thickness of doors: 3/4"

e. Door pulls: Door Pull and Drawer Pulls as specified above

2. Countertop:

a. Counter type: As Scheduled on Finish Schedule Sheet.

b. Substrate: Plywood as noted in Section 06 2000

c. Sizes and pattern: as indicated on drawings.

3. Millwork:

a. Species of Trim/ Miscellaneous Millwork: White Oak, quarter sawn

b. Thickness: 3/4" nominal unless noted otherwise.

c. Finish: match casework type

d. Sizes and pattern: as indicated on drawings.

C. Type CDZ, Credenzas and Wall Shelves.

a. Cabinet Type: CAB-1

b. Species: Black Walnut veneer

c. Finish: Finish 4 - Transparent

d. Thickness of doors: 3/4"

e. Door pulls: Door Pull and Drawer Pulls as specified above

2. Countertop:

a. Counter type: WC

b. Finish/Species: to match casework finish

c. Substrate: Plywood as noted in Section 06 2000

d. Sizes and pattern: as indicated on drawings.

3. Millwork:

a. Species of Trim/ Miscellaneous Millwork: match casework type

b. Thickness: 3/4" nominal unless noted otherwise.

06 4100 - 6 ARCHITECTURAL WOOD

D. Type CWJ, Casework Judge

a. Cabinet Type: CAB-1

b. Species: White Oak, Red Oak or Beech

c. Finish: Finish 1 – Typical White Paint

d. Thickness of doors: 3/4"

e. Door pulls: Door Pull and Drawer Pulls as specified above

2. Countertop:

a. Counter type: WC

b. Finish/Species: to match casework finish

c. Substrate: Plywood as noted in Section 06 2000

d. Sizes and pattern: as indicated on drawings.

3. Millwork:

a. Species of Trim/ Miscellaneous Millwork: White Oak, quartersawn

b. Thickness: 3/4" nominal unless noted otherwise.

E. Type CWR, Casework Workroom

a. Cabinet Type: CAB-1

b. Species: White Oak, Red Oak or Beech

c. Finish: Finish 4 Gray Paint Base Cabinets, Finish 1 Typical White Paint Wall

Cabinets

d. Thickness of doors: 3/4"

e. Door pulls: Door Pull and Drawer Pulls as specified above

2. Countertop:

a. Type: As Scheduled on Finish Schedule Sheet.

b. Edging: as indicated on drawings.

3. Millwork:

a. Species of Trim/ Miscellaneous Millwork: White Oak, quartersawn

b. Thickness: 3/4" nominal unless noted otherwise.

F. Type VJS, Casework Vanity Judge and Staff

a. Cabinet Type: CAB-1

b. Species: White Oak, Red Oak or Beech

c. Finish: Finish 1 – Typical White Paint

d. Thickness of doors: 3/4"

e. Door pulls: Door Pull and Drawer Pulls as specified above

2. Countertop:

a. Counter type: As Scheduled on Finish Schedule Sheet.

b. Substrate: Plywood as noted in Section 06 2000

c. Sizes and pattern: as indicated on drawings.

3. Millwork:

a. Species of Trim/ Miscellaneous Millwork: White Oak, quartersawn

b. Thickness: 3/4" nominal unless noted otherwise.

06 4100 - 7 ARCHITECTURAL WOOD

07 8400 - 1 FIRESTOPPING

SECTION 07 8400

FIRESTOPPING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Firestopping systems.

B. Firestopping of all joints and penetrations in fire resistance rated and smoke resistant assemblies , whether indicated on drawings or not , and other openings indicated.

1.02 REFERENCE STANDARDS

A. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials;

2016a.

B. ASTM E814 - Standard Test Method for Fire Tests of Through-Penetration Fire Stops; 2013a.

C. ASTM E1966 - Standard Test Method for Fire Resistive Joint Systems; 2007 (Reapproved

2011).

D. ASTM E2174 - Standard Practice for On-Site Inspection of Installed Firestops; 2014.

E. ASTM E2393 - Standard Practice for On-Site Inspection of Installed Fire Resistive Joint

Systems and Perimeter Fire Barriers; 2010 (Reapproved 2015).

F. ASTM E2837 - Standard Test Method for Determining the Fire Resistance of Continuity Head-of-Wall Joint Systems Installed Between Rated Wall Assemblies and Nonrated Horizontal Assemblies; 2013.

G. ITS (DIR) - Directory of Listed Products; current edition.

H. FM (AG) - FM Approval Guide; current edition.

I. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition.

J. UL 2079 - Standard for Tests for Fire Resistance of Building Joint Systems; Current Edition, Including All Revisions.

K. UL (FRD) - Fire Resistance Directory; current edition.

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Schedule of Firestopping: List each type of penetration, fire rating of the penetrated assembly, and firestopping test or design number.

C. Product Data: Provide data on product characteristics, performance ratings, and limitations.

D. Sustainable Design Submittal: Submit VOC content documentation for all non-preformed materials.

E. Manufacturer's Installation Instructions: Indicate preparation and installation instructions.

1.04 QUALITY ASSURANCE

A. Fire Testing: Provide firestopping assemblies of designs that provide the scheduled fire ratings when tested in accordance with methods indicated.

1. Listing in UL (FRD), FM (AG), or ITS (DIR) will be considered as constituting an acceptable test report.

B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

1.05 FIELD CONDITIONS

A. Comply with firestopping manufacturer's recommendations for temperature and conditions during and after installation. Maintain minimum temperature before, during, and for 3 days after installation of materials.

B. Provide ventilation in areas where solvent-cured materials are being installed.

07 8400 - 2 FIRESTOPPING

PART 2 PRODUCTS

2.01 FIRESTOPPING - GENERAL REQUIREMENTS

A. Firestopping: Any material meeting requirements.

B. Firestopping Materials with Volatile Content: Provide only products having lower volatile organic compound (VOC) content than required by SCAQMD 1168.

C. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Type required for tested assembly design.

2.02 FIRESTOPPING ASSEMBLY REQUIREMENTS

A. Head-of-Wall Firestopping at Joints Between Non-Rated Floor and Fire-Rated Wall: Use any system that has been tested according to ASTM E2837 to have fire resistance F Rating equal to required fire rating of floor or wall, whichever is greater.

B. Floor-to-Floor, Wall-to-Wall, and Wall-to-Floor Joints, Except Perimeter, Where Both Are Fire- Rated: Use any system that has been tested according to ASTM E1966 or UL 2079 to have fire resistance F Rating equal to required fire rating of the assembly in which the joint occurs.

C. Through Penetration Firestopping: Use any system that has been tested according to ASTM E814 to have fire resistance F Rating equal to required fire rating of penetrated assembly.

2.03 FIRESTOPPING FOR FLOOR-TO-FLOOR, WALL-TO-FLOOR, AND WALL-TO-WALL JOINTS

A. Concrete and Concrete Masonry Walls and Floors:

1. Floor to Floor Joints:

a. 2 Hour Construction: UL System FF-D-1013; Hilti CFS-SP WB Firestop Joint Spray and CP 672.

2.04 FIRESTOPPING PENETRATIONS THROUGH CONCRETE AND CONCRETE MASONRY

CONSTRUCTION

A. Blank Openings:

1. In Floors or Walls:

a. 2 Hour Construction: UL System C-AJ-0090; Hilti FS-ONE MAX Intumescent

Firestop Sealant.

2.05 FIRESTOPPING SYSTEMS

A. Firestopping: Any material meeting requirements.

1. Fire Ratings: Use any system that is listed by FM (AG), ITS (DIR), or UL (FRD) and tested in accordance with ASTM E814 or ASTM E119 with F Rating equal to fire rating of penetrated assembly and minimum T Rating Equal to F Rating and in compliance with other specified requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify openings are ready to receive the work of this section.

3.02 PREPARATION

A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter that could adversely affect bond of firestopping material.

B. Remove incompatible materials that could adversely affect bond.

3.03 INSTALLATION

A. Install materials in manner described in fire test report and in accordance with manufacturer's instructions, completely closing openings.

3.04 FIELD QUALITY CONTROL

A. Independent Testing Agency: Inspection agency employed and paid by Owner, will examine penetration firestopping in accordance with ASTM E2174, “Standard Practice for On-Site http://www.aqmd.gov/home/regulations/rules/scaqmd-rule-book/regulation-xi http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E2837 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E1966 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=UL%202079 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E814 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E814 https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E2174

07 8400 - 3 FIRESTOPPING

Inspection of Installed Fire Stops and ASTM E2393, “Standard Practice for On-Site Inspection of Installed Fire Stop Joint Systems.

B. Repair or replace penetration firestopping and joints at locations where inspection results indicate firestopping or joints do not meet specified requirements.

3.05 CLEANING

A. Clean adjacent surfaces of firestopping materials.

3.06 PROTECTION

A. Protect adjacent surfaces from damage by material installation.

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07 9200 - 1 JOINT SEALANTS

SECTION 07 9200

JOINT SEALANTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Nonsag gunnable joint sealants.

B. Self-leveling pourable joint sealants.

C. Joint backings and accessories.

1.02 RELATED REQUIREMENTS

A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions: Additional requirements for sealants and primers.

1.03 REFERENCE STANDARDS

A. ASTM C661 - Standard Test Method for Indentation Hardness of Elastomeric-Type Sealants by Means of a Durometer; 2015.

B. ASTM C834 - Standard Specification for Latex Sealants; 2014.

C. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications; 2012.

D. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.

E. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016.

F. ASTM C1248 - Standard Test Method for Staining of Porous Substrate by Joint Sealants; 2008

(Reapproved 2012).

G. ASTM C1330 - Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid-

Applied Sealants; 2002 (Reapproved 2013).

H. ASTM C1521 - Standard Practice for Evaluating Adhesion of Installed Weatherproofing Sealant

Joints; 2013.

I. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following.

1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability.

2. List of backing materials approved for use with the specific product.

3. Substrates that product is known to satisfactorily adhere to and with which it is compatible.

4. Substrates the product should not be used on.

5. Substrates for which use of primer is required.

C. Color Cards for Selection: Where sealant color is not specified, submit manufacturer's color cards showing standard colors available for selection.

D. Sustainable Design Documentation: For sealants and primers, submit VOC content and emissions documentation as specified in Section 01 6116.

E. Preinstallation Field Adhesion Test Plan: Submit at least two weeks prior to start of installation.

F. Preinstallation Field Adhesion Test Reports: Submit filled out Preinstallation Field Adhesion

Test Reports log within 10 days after completion of tests; include bagged test samples and photographic records.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience.

07 9200 - 2 JOINT SEALANTS

B. Installer Qualifications: Company specializing in performing the work of this section and with at least three years of documented experience .

C. Preinstallation Field Adhesion Test Plan: Include destructive field adhesion testing of one sample of each combination of sealant type and substrate, except interior acrylic latex sealants, and include the following for each tested sample.

1. Identification of testing agency.

2. Preinstallation Field Adhesion Test Log Form: Include the following data fields, with known information filled out.

a. Test date.

b. Copy of test method documents.

c. Age of sealant upon date of testing.

d. Test results, modeled after the sample form in the test method document.

e. Indicate use of photographic record of test.

D. Field Adhesion Test Procedures:

1. Allow sealants to fully cure as recommended by manufacturer before testing.

2. Have a copy of the test method document available during tests.

3. Record the type of failure that occurred, other information required by test method, and the information required on the Field Quality Control Log.

4. When performing destructive tests, also inspect the opened joint for proper installation characteristics recommended by manufacturer, and report any deficiencies.

5. Deliver the samples removed during destructive tests in separate sealed plastic bags, identified with project, location, test date, and test results, to Owner.

6. If any combination of sealant type and substrate does not show evidence of minimum adhesion or shows cohesion failure before minimum adhesion, report results to Architect.

E. Destructive Field Adhesion Test: Test for adhesion in accordance with ASTM C1521, using

Destructive Tail Procedure.

1. Sample: At least 18 inch (457 mm) long.

2. Minimum Elongation Without Adhesive Failure: Consider the tail at rest, not under any elongation stress; multiply the stated movement capability of the sealant in percent by two;

then multiply 1 inch (25 mm) by that percentage; if adhesion failure occurs before the "1 inch mark" is that distance from the substrate, the test has failed.

3. If either adhesive or cohesive failure occurs prior to minimum elongation, take necessary measures to correct conditions and re-test; record each modification to products or installation procedures.

1.06 WARRANTY

A. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, or do not cure.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Non-Sag Sealants: Permits application in joints on vertical surfaces without sagging or slumping.

B. Self-Leveling Sealants: Pourable or self-leveling sealant that has sufficient flow to form a smooth, level…