SOW BASE Non Resident Chambers 238 and 434 CD PM 2021 03 17 (1).pdf

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

N1697519 56 Forsyth Street, Atlanta, GA 30303

Project Number Location

100% CD SUBMISSION

May 21, 2020

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

HOUSER WALKER ARCHITECTURE

ELEVENTH CIRCUIT COURT OF APPEALS

ELBERT P. TUTTLE FEDERAL COURTHOUSE

NON-RESIDENT JUDGE’S CHAMBERS RENOVATION 238 | 434

Project N1697519 Eleventh Circuit Court of Appeals Non Resident Chambers Renovation 238,434

00 0107 - 1 SEALS PAGE

SECTION 00 0107

SEALS PAGE

ARCHITECT SEAL

ELECTRICAL ENGINEER SEAL

MECHANICAL, PLUMBING, FIRE PROTECTION ENGINEER SEAL

END OF SECTION

Resident Chambers Renovation 238 & 434

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 0107 - Seals Page B. 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

A. 02 4250 - Selective Demolition in Historic Structures

2.03 DIVISION 03 -- CONCRETE

2.04 DIVISION 04 -- MASONRY

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

2.09 DIVISION 09 -- FINISHES

A. 09 2116 - Gypsum Board Assemblies B. 09 2300 - Gypsum Plastering C. 09 3000 - Tiling D. 09 5100 - Acoustical Ceilings E. 09 6816 - Sheet Carpeting F. 09 7200 - Wall Coverings G. 09 9020 - Encapsulation H. 09 9123 - Interior Painting

2.10 DIVISION 10 -- SPECIALTIES

A. 10 2800 - Toilet, Bath, and Laundry Accessories

2.11 DIVISION 11 -- EQUIPMENT

2.12 DIVISION 12 -- FURNISHINGS

2.13 DIVISION 13 -- SPECIAL CONSTRUCTION

2.14 DIVISION 14 -- CONVEYING EQUIPMENT

2.15 DIVISION 21 -- FIRE SUPPRESSION

Resident Chambers Renovation 238 & 434

00 0110 - 2 TABLE OF CONTENTS

A. 21 0000 - Fire Suppresssion

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 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 0529 - Equipment Supports E. 23 0549 - Vibration Isolation F. 23 0553 - Identification for HVAC Piping and Equipment G. 23 0593 - Testing Balancing and Adjusting H. 23 0700 - HVAC Insulation I. 23 0923 - Building Automation and Temperature Control Systems J. 23 3100 - Ductwork K. 23 3314 - Shut-off Air Dampers L. 23 3315 - Fire Smoke and Combination Fire Smoke Dampers M. 23 3400 - Fans N. 23 3616 - Variable Volume Terminals O. 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 7500 - Miscellaneous Systems

2.19 DIVISION 27 -- COMMUNICATIONS

2.20 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY

2.21 DIVISION 31 -- EARTHWORK

2.22 DIVISION 32 -- EXTERIOR IMPROVEMENTS

2.23 DIVISION 33 -- UTILITIES

2.24 DIVISION 46 -- WATER AND WASTEWATER EQUIPMENT

Resident Chambers Renovation 238,434

02 4250 - 1 SELECTIVE DEMOLITION IN

HISTORIC STRUCTURES

SECTION 02 4250

SELECTIVE DEMOLITION IN HISTORIC STRUCTURES

PART 1 GENERAL

1.01 DESCRIPTION

A. The work of this section consists of selective demolition and removal work in the Elbert P Tuttle Court of Appeals in Atlanta, Georgia. As a historic federal structure, treatment of the building shall follow the Secretary of Interior Standards for Preservation, Restoration and Rehabilitation.

The project includes the interior renovation of two Non-Resident Judge’s Chambers, located on the second and fourth floors.

1.02 SUBMITTALS

A. Submit proposed methods of building protection and demolition technique to Architect for each affected space.

1.03 QUALITY ASSURANCE

A. Comply with the safety requirements for demolition, NFPA 241, 2004 Edition, Standard for Safeguarding Construction, Alteration, and Demotion Operations.

B. Follow all federal, state and local requirements as they relate to hazardous materials abatement.

1.04 PROJECT CONDITIONS

A. Existing Conditions:

1. After the project is begun, the Contractor is responsible for the condition of structures that require demolition or selective demolition. The Owner does not warrant that the condition of structures to be demolished or require selective demolition will not have changed since the time of inspection for bidding purposes.

B. Unforeseen Conditions:

1. Should unforeseen conditions be encountered that affect the design or function of the project, investigate fully and submit an accurate, detailed written report to the Architect.

While awaiting the Architect’s response, reschedule operations if necessary to avoid delay of the overall project.

C. Keep dust and dirt pollution to a minimum.

D. Ensure safety of persons in demolition area. Provide temporary barricades as required.

E. Provide adequate fire protection. Keep area clear of hazardous substances and debris.

F. Maintain access to exits at all times.

1.05 SCHEDULING

A. Complete demolition that might damage new construction before starting new work.

PART 2 PRODUCTS

2.01 NOT USED

PART 3 EXECUTION

3.01 PREPARATION

A. Provide temporary supports and protection for parts of the structure to remain. Protect nearby structures as necessary.

3.02 EXAMINATION

A. Verify that utilities have been disconnected and sealed as needed..

B. Survey existing conditions and correlate with drawings and specifications to determine extent of demolition required.

C. Insofar as is practicable, arrange operations to reveal unknown or concealed structural conditions for examination and verification before removal or demolition.

Resident Chambers Renovation 238,434

02 4250 - 2 SELECTIVE DEMOLITION IN

HISTORIC STRUCTURES

D. Verify actual conditions to determine in advance whether removal or demolition of any element will result in structural deficiency, overloading, failure or unplanned collapse.

3.03 REMOVAL

A. Carefully review areas to remove or cut historic fabric with the Architect prior to cutting or removing. Take every precaution to prevent damage to existing structures and surrounding areas. No flame cutting, vibrating equipment, or explosives will be permitted. Should accidental damage occur, promptly repair damaged area to the satisfaction of the Architect at no additional expense to the Owner.

B. As previously inaccessible areas are exposed, it may be necessary to halt work temporarily for architectural or archeological investigation.

C. Remove and Reinstall: Remove items indicated; clean, service, and otherwise prepare for service; reinstall in the same location (or in the location indicated.)

D. Remove and Install New: Remove and dispose of items indicated and install new items in the same location (or in the location indicated.)

E. Remove and Reinstall: Remove item indicated and store for reinstallation in the Project. Pack or crate to protect against damage.

F. Remove and Salvage: Items indicated to be salvaged will remain the Owner’s property.

Carefully remove and clean items indicated to be salvaged; pack or crate to protect against damage; identify contents of containers; deliver to locations indicated by Owner.

G. Remove and Scrap: Remove and dispose of items indicated.

H. All demolished or removed items and materials shall be considered scrap, except for those indicated to remain, those indicated to be reinstalled; those indicated to be salvaged, and historical items.

I. Items of value to the Contractor, as approved by Owner, may become the proprty of the Contractor.

1. Do not store removed items on site unless as approved by Architect and Owner.

J. Existing to Remain: Construction or items indicated to remain shall be protected against damage during demolition operations. Where practicable, and with the Architect's and Owner’s permission, the Contractor may elect to remove items to a suitable storage location during demolition and then properly clean and reinstall the items.

K. Historical items, relics, and similar items which may be encountered in the course of demolition will remain the Owner’s property. Notify the Architect if such items are encountered. Obtain the Architect’s acceptance of removal methods, and salvage these items for the Owner.

L. Perform work in a systematic manner.

M. Demolish and remove existing construction only to the extent required by new construction and as indicated in the contract documents.

N. Perform selective demolition using methods least likely to damage work to remain and which will provide proper surfaces for patching.

O. Remove debris daily.

P. Use any methods permitted by governing regulations and the requirements of the Contract

Documents.

3.04 REPAIRS AND PATCHING

A. Perform repairs in accordance with patching requirements specified in each specific division.

3.05 RESTORATION AND CLEAN-UP

A. Repair and clean adjacent surfaces damaged or soiled by demolition work.

B. Restore utility services to normal operation.

Resident Chambers Renovation 238,434

02 4250 - 3 SELECTIVE DEMOLITION IN

HISTORIC STRUCTURES

C. Remove equipment, temporary protection and barriers, and debris and rubbish. Dispose of unsalvageable material.

Resident Chambers Renovation 238,434

06 1000 - 1 ROUGH CARPENTRY

SECTION 06 1000

ROUGH CARPENTRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preservative treated wood materials.

B. Fire retardant treated wood materials.

C. Concealed wood blocking, nailers, and supports.

D. 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 20 - American Softwood Lumber Standard; 2010.

E. 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.

1.05 DELIVERY, STORAGE, AND HANDLING

A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation.

B. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or installation.

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.

Resident Chambers Renovation 238,434

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 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. Construction Adhesives:

1. Products: Basis of Design

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

www.titebond.com/#sle.

2.04 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.

b. Treat lumber in contact with masonry or concrete.

PART 3 EXECUTION

3.01 PREPARATION

A. Coordinate installation of rough carpentry members specified in other sections.

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.

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Resident Chambers Renovation 238,434

06 1000 - 3 ROUGH CARPENTRY

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. Grab bars (including future to be installed)

4. Towel and bath accessories.

5. Wall-mounted door stops.

6. Wall millwork and trim.

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

3.04 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.

3.05 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.

END OF SECTION

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Resident Chambers Renovation 238,434

06 2000 - 1 FINISH CARPENTRY

SECTION 06 2000

FINISH CARPENTRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Finish carpentry items.

B. Wood casings and moldings.

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.

1.03 REFERENCE STANDARDS

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

B. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0;

2016.

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

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. Scale of Drawings: 1-1/2 inch to 1 foot (125 mm to 1 m), minimum.

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

3. Include certification program label.

C. Samples: Submit two samples of finish plywood, 12x12 inch (600x600 mm) in size illustrating wood grain and specified finish.

D. Samples: Submit two samples of wood trim 12 inch (600 mm) long for every profile indicated.

Where trim is part of a continuous assembly, provide sample of entire assembly.

E. Certificate: Submit labels and certificates required by quality assurance and quality control programs.

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 within 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.

B. Quality Certification:

1. Provide labels or certificates indicating that the work complies with AWI/AWMAC/WI

(AWS) or AWMAC/WI (NAAWS) requirements for grade or grades specified.

2. Provide designated labels on shop drawings as required by certification program.

3. Provide designated labels on installed products as required by certification program.

4. Submit certifications upon completion of installation that verifies this work is in compliance with specified requirements.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Protect work from moisture damage.

Resident Chambers Renovation 238,434

06 2000 - 2 FINISH CARPENTRY

PART 2 PRODUCTS

2.01 FINISH CARPENTRY ITEMS

A. Quality Standard: Premium Grade, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless noted otherwise.

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

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.

2.02 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. Softwood Plywood, Not Exposed to View: Any face species, veneer core; PS 1 Grade A-B, glue type as recommended for application.

B. Softwood Plywood, Exposed to View: Face species as indicated, plain sawn, medium density fiberboard core; PS 1 Grade A-B, glue type as recommended for application.

C. 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.

D. Hardboard Sheet (HP3): AHA A135.4; Medium Density Overlay, 3/4 inch (19 mm) thick, smooth one side (S1S).

2.05 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.

2.06 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.

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

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

Provide trim for scribing and site cutting.

2.08 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.

Resident Chambers Renovation 238,434

06 2000 - 3 FINISH CARPENTRY

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

1. Transparent: Type A

a. System - 1, Lacquer, Nitrocellulose.

b. Stain: As selected by Architect.

c. Sheen: Flat.

2. Transparent: Type B

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) or AWMAC/WI (NAAWS) 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.

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).

3.05 SCHEDULE

A. Ceiling trim at perimeter, all rooms: 3 part, 8" total height moldings, painted finish.

B. Ceiling trim at perimeter, all rooms: 1 part, 2" picture rail molding, painted finish.

C. Ceiling trim at Judge's Chambers upper ceiling: 1 part, 4" high molding, painted finish.

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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. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0;

2016.

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

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

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

F. 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. Scale of Drawings: 1-1/2 inch to 1 foot (125 mm to 1 m), minimum.

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.

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06 4100 - 2 ARCHITECTURAL WOOD

CASEWORK

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.

B. Cabinet Type "CAB-1" Solid Wood and 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:

a. Custom 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

1. Finish - Exposed Interior Surfaces: Opaque stain over veneer.

2. Finish - Concealed Surfaces: Painted Finish

3. Casework Construction Type: Full Inset, Frameless

4. Adjustable Shelf Loading: 50 lbs. per sq. ft..

a. Deflection: L/144.

5. Cabinet Style: Full Inset

6. Cabinet Doors and Drawer Fronts: Recessed Panel, "Shaker" Style, flat sticking.

7. Drawer Side Construction: Multiple-dovetailed.

D. Solid Wood and Wood Veneer Faced Cabinet Doors:

1. Solid Wood: Grade A, White Oak, quarter cut. Rails to be constructed of full length pieces only. Thickness: 3/4"

2. Wood Veneer Infill Panels:

a. Exposed Surfaces: HPVA HP-1 Grade A, White Oak, quarter cut, slip-matched.

b. Semi-Exposed Surfaces: HPVA HP-1 Grade B, White Oak, quarter cut, slip-matched.

3. Finish: Opaque stain as scheduled below.

2.02 WOOD-BASED COMPONENTS

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

2.03 COUNTERTOPS

A. Countertop Type "CTOP-1": Solid Surfacing Countertop Surfaces: solid, non-porous, homogeneous sufacing 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: As indicated in schedule below.

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

5. Thickness: 2 cm

6. Solid Surface Countertop 1 (SS-1)

a. Manufacturer: Corian

b. Color: Storm Grey Leathered

2.04 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. Trash Management Liner: Basis of Design

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

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06 4100 - 3 ARCHITECTURAL WOOD

CASEWORK

2.05 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 metal shelf standards or multiple holes for pin supports and coordinated self rests, satin chrome finish, for nominal 1 inch (25 mm) spacing adjustments.

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: Semiconcealed self-closing type, BHMA No. 1 Grade, brushed nickel finish.

1. Manufacturers:

a. Basis of Design: Richelieu Classic Metal Hinge, 5420. Brushed Nickel Finish.

1) Height: 3 5/8"

2) Finial Style: Ball

F. Soft Close Adapter: Concealed, frame-mounted, screw-adjustable damper ; steel with brushed nickel finish.

G. Drawer and Door Pull Type P1:

1. Product: Ellis Grip Pull, by Rocky Mountain Hardware. www.rockymountainhardware.com

2. Location: Base cabinets at Breakroom, Suite 238.

3. Finish: White Bronze Light

4. Length: 11 1/8"

H. Drawer and Door Pull Type P2:

1. Product: Ellis Grip Pull, by Rocky Mountain Hardware. www.rockymountainhardware.com

2. Location: Upper cabinets at Breakroom, Suite 238.

3. Finish: White Bronze Light

4. Length: 8 3/8"

I. Catches: Magnetic.

2.06 SITE FINISHING MATERIALS

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

2.07 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. 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.

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06 4100 - 4 ARCHITECTURAL WOOD

CASEWORK

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

Prime paint cut edges.

2.08 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) or AWMAC/WI (NAAWS), Section 5 -

Finishing for grade specified and as follows:

1. Opaque:

a. Color: As selected by Architect.

b. Sheen: Flat.

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.

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 SCHEDULES: SEE SHEET AI001 FOR MATERIAL REFERENCES AND

LOCATIONS

A. Casework, Breakroom, Suite 238

1. Casework: Standard Carcass Construction

a. Door/Finish Type: CAB-1

b. Thickness of doors: 3/4"

c. Door pulls: P-1 at Base Cabinets; P-2 at Upper Cabinets

2. Countertop: CTOP-1

3. Millwork:

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

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

c. Finish: Opaque Stain, color to be selected by Architect.

d. Sizes and pattern: as indicated on drawings.

END OF SECTION

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

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

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

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

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

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

H. UL 1479 - Standard for Fire Tests of Penetration Firestops; Current Edition, Including All

Revisions.

I. 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 three days after installation of materials.

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

PART 2 PRODUCTS

2.01 MATERIALS

A. Firestopping Materials: Any materials meeting requirements.

B. Volatile Organic Compound (VOC) Content: Provide products having VOC content lower than that required by SCAQMD 1168.

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07 8400 - 2 FIRESTOPPING

C. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Provide type of materials as required for tested firestopping assembly.

2.02 FIRESTOPPING ASSEMBLY REQUIREMENTS

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

1. Temperature Rise: Provide systems that have been tested to show T Rating as indicated.

2. Air Leakage: Provide systems that have been tested to show L Rating as indicated.

2.03 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.

2.04 FIRESTOPPING SYSTEMS

A. Firestopping: Any material meeting requirements.

1. Fire Ratings: Use system that is listed by FM (AG), ITS (DIR), or UL (FRD) and tested in accordance with ASTM E814, ASTM E119, or UL 1479 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 materials 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, and ASTM E2393.

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.

Resident Chambers Renovation 238,434

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.

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. 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.

1.05 QUALITY ASSURANCE

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

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

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 surface when applied in a horizontal joint.

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07 9200 - 2 JOINT SEALANTS

2.02 JOINT SEALANT APPLICATIONS

A. Scope:

1. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not limited to, the following items.

a. Joints between door, window, and other frames and adjacent construction.

b. In sound-rated wall and ceiling assemblies, gaps at electrical outlets, wiring devices, piping, and other openings; between wall/ceiling and other construction; and other flanking sound paths.

1) Exception: Through-penetrations in sound-rated assemblies that are also fire-rated assemblies.

c. Other joints indicated below.

2. Do not seal the following types of joints.

a. Joints where sealant is specified to be provided by manufacturer of product to be sealed.

b. Joints where installation of sealant is specified in another section.

c. Joints between suspended panel ceilings/grid and walls.

B. Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated.

1. Wall and Ceiling Joints in Non-Wet Areas: Acrylic emulsion latex sealant.

2. Wall and Ceiling Joints in Wet Areas: Non-sag polyurethane sealant for continuous liquid immersion.

3. Floor Joints in Wet Areas: Non-sag polyurethane "non-traffic-grade" sealant suitable for continuous liquid immersion.

4. Joints between Fixtures in Wet Areas and Floors, Walls, and Ceilings: Mildew-resistant silicone sealant; white.

5. In Sound-Rated Assemblies: Acrylic emulsion latex sealant.

C. Interior Wet Areas: restrooms and kitchens; fixtures in wet areas include plumbing fixtures, countertops, cabinets, and other similar items.

D. Sound-Rated Assemblies: Walls and ceilings identified as "STC-rated", "sound-rated", or "acoustical".

2.03 JOINT SEALANTS -…