R0035 Specification Vol 2 Div 10 - 41.pdf

REQUEST FOR PROPOSALS VOLUME 2 of 2

ATTACHMENT #1

VOLUME 2 – DIVISION 10 THRU DIVISION 41

US ARMY CORPS OF ENGINEERS

Sacramento District

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

W91238-10-R-0035 Specification Vol 2 August 06, 2010 1 of 758

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SECTION TABLE OF CONTENTS

DIVISION 10 - SPECIALTIES

SECTION 10 10 00

VISUAL COMMUNICATIONS SPECIALTIES

04/06

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VISUAL DISPLAY BOARDS

1.4 DELIVERY, STORAGE AND HANDLING

1.5 WARRANTY

PART 2 PRODUCTS

2.1 COLOR

2.2 MATERIALS

2.2.1 Cork

2.2.2 Woven Fabric

2.2.3 Non-Woven Fabric

2.2.4 Aluminum

2.3 TACKBOARDS

2.3.1 Fabric Covered

PART 3 EXECUTION

3.1 PLACEMENT SCHEDULE

3.2 INSTALLATION

3.3 CLEANING

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SECTION 10 10 00

VISUAL COMMUNICATIONS SPECIALTIES

04/06

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z97.1 (2004) Safety Glazing Materials Used in Buildings

ASTM INTERNATIONAL (ASTM)

ASTM B 221 (2006) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B 221M (2006) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM C 1048 (2004) Standard Specification for Heat-Treated Flat Glass - Kind HS, Kind FT Coated and Uncoated Glass

ASTM E 84 (2007) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM F 148 (2002) Binder Durability of Cork Composition Gasket Materials

ASTM F 152 (1995; R 2002) Tension Testing of Nonmetallic Gasket Materials

ASTM F 793 (1993; R 2004) Wallcovering by Durability Characteristics

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Visual Display Boards

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Manufacturer's descriptive data and catalog cuts.

Manufacturer's installation instructions, and cleaning and maintenance instructions.

SD-07 Certificates

Visual Display Boards

Certificate of compliance signed by Contractor attesting that visual display boards conform to the requirements specified.

1.3 VISUAL DISPLAY BOARDS

The term visual display board when used herein includes presentation boards, marker boards, tackboards, board cases, display track system and horizontal sliding units. Visual display boards shall be from manufacturer's standard product line.

1.4 DELIVERY, STORAGE AND HANDLING

Materials shall be delivered to the building site in the manufacturer's original unopened containers and shall be stored in a clean dry area with temperature maintained above 10 degrees C. Materials shall be stacked according to manufacturer's recommendations. Visual display boards shall be allowed to acclimate to the building temperature for 24 hours prior to installation.

1.5 WARRANTY

Manufacturer's standard performance guarantees or warranties that extend beyond a one year period shall be provided.

PART 2 PRODUCTS

2.1 COLOR

Finish colors for required items shall be as specified in the drawings.

2.2 MATERIALS

2.2.1 Cork

Cork shall be a continuous resilient sheet made from soft, clean, granulated cork relatively free from hardback and dust and bonded with a binder suitable for the purpose intended. The wearing surface shall be free from streaks, spots, cracks or other imperfections that would impair its usefulness or appearance. The material shall be seasoned, and a clean cut made not less than 13 mm from the edge shall show no evidence of soft sticky binder.

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2.2.2 Woven Fabric

2.2.3 Non-Woven Fabric

Fabric shall be non-woven and hooktape compatible. Fiber content shall be 100 percent polyester, 100 percent polyolefin or 100 percent nylon .

Minimum total weight shall be 340 grams plus or minus 14 grams per linear meter for 1524 mm wide fabric . Fabric shall have a Class A flame spread rating of 0-50 and smoke development rating of 0-450 in accordance with

ASTM E 84.

2.2.4 Aluminum

Aluminum frame extrusions shall be alloy 6063-T5 or 6063-T6, conform to ASTM B 221M, and be a minimum 1.5 mm thick. Exposed aluminum shall have an anodized, satin finish. Straight, single lengths shall be used wherever possible. Joints shall be kept to a minimum. Corners shall be mitered and shall have a hairline closure.

2.3 TACKBOARDS

2.3.1 Fabric Covered

Tackboard shall have a non-woven fabric covering laminated to a minimum 6 mm thick cork laminated to a minimum 6 mm thick hardboard or particleboard , and shall have an aluminum frame. The size shall be as shown on the drawings .

PART 3 EXECUTION

3.1 PLACEMENT SCHEDULE

Location and mounting height of visual display boards shall be as shown on the drawings.

Mounting height is defined as distance from finished floor to top of the display board frame.

3.2 INSTALLATION

Installation and assembly shall be in accordance with manufacturer's printed instructions. Concealed fasteners shall be used. Visual display boards shall be attached to the walls with suitable devices to anchor each unit. The Contractor shall furnish and install trim items, accessories and miscellaneous items in total, including but not limited to hardware, grounds, clips, backing materials, adhesives, brackets, and anchorages incidental to or necessary for a sound, secure, complete and finished installation. Installation shall not be initiated until completion of room painting and finishing operations. Visual display boards shall be installed in locations and at mounting heights indicated. Visual display boards shall be installed level and plumb, and if applicable doors shall be aligned and hardware shall be adjusted. Damaged units shall be repaired or replaced by the Contractor as directed by the Contracting Officer.

3.3 CLEANING

Writing surfaces shall be cleaned in accordance with manufacturer's

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-- End of Section --

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SECTION 10 14 01

EXTERIOR SIGNAGE

04/06

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 GENERAL

1.4 CHARACTER PROPORTIONS AND HEIGHTS

1.5 QUALIFICATIONS

1.6 DELIVERY AND STORAGE

1.7 WARRANTY

PART 2 PRODUCTS

2.1 EXTERIOR SIGNAGE

2.2 GRAPHICS FOR EXTERIOR SIGNAGE SYSTEMS

2.2.1 Graphics

2.2.2 Messages

2.3 METAL PLAQUES

2.4 ALUMINUM ALLOY PRODUCTS

2.5 ANODIC COATING

2.6 ORGANIC COATING

2.7 STEEL PRODUCTS

2.8 ANCHORS AND FASTENERS

2.9 SHOP FABRICATION AND MANUFACTURE

2.9.1 Factory Workmanship

2.9.2 Dissimilar Materials

2.9.3 Shop Painting

2.10 COLOR, FINISH, AND CONTRAST

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Anchorage

3.1.2 Protection and Cleaning

3.2 FIELD PAINTED FINISH

-- End of Section Table of Contents --

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SECTION 10 14 01

EXTERIOR SIGNAGE

04/06

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ALUMINUM ASSOCIATION (AA)

AA DAF-45 (2003) Designation System for Aluminum Finishes

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z97.1 (2004) Safety Glazing Materials Used in Buildings

AMERICAN WELDING SOCIETY (AWS)

AWS C1.1M/C1.1 (2000)Resistance Welding

AWS D1.1/D1.1M (2006) Structural Welding Code - Steel

AWS D1.2/D1.2M (2003) Structural Welding Code - Aluminum

ASTM INTERNATIONAL (ASTM)

ASTM A 1011/A 1011M (2005) Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High Strength Low-Alloy and High-Strength Low-Alloy With Improved Formability

ASTM A 123/A 123M (2002) Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A 36/A 36M (2005) Carbon Structural Steel

ASTM A 653/A 653M (2004a) Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A 924/A 924M (2004) General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM B 108 (2003a) Aluminum-Alloy Permanent Mold Castings

ASTM B 209 (2004) Aluminum and Aluminum-Alloy Sheet and Plate

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ASTM B 209M (2004) Aluminum and Aluminum-Alloy Sheet and Plate (Metric)

ASTM B 221 (2005) Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B 221M (2005) Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM B 26/B 26M (2005) Aluminum-Alloy Sand Castings

ASTM B 62 (2002) Composition Bronze or Ounce Metal Castings

ASTM C 1036 (2001) Flat Glass

ASTM D 3841 (1997; R 2001) Glass-Fiber-Reinforced Polyester Plastic Panels

ASTM E 84 (2006a) Standard Test Method for Surface Burning Characteristics of Building Materials

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM MFM (1988) Metal Finishes Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2005) National Electrical Code

SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)

SAE AMS3611 (1994; Rev D; R 2003) Plastic Sheet, Polycarbonate General Purpose

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Approved Detail Drawings

Drawings showing elevations of each type of sign; dimensions, details, and methods of mounting or anchoring; shape and thickness of materials; and details of construction. A schedule showing the location, each sign type, and message shall be included.

SD-03 Product Data

Installation

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Manufacturer's installation instructions and cleaning instructions.

Exterior Signage

Exterior signage schedule in electronic media with spread sheet format. Spread sheet shall include sign location, sign type, and message.

SD-04 Samples

Exterior Signage

One 300 mm length of framing for illuminated signs. One sample of each type of sign . Each sample shall consist of a complete sign panel with letters and symbols. Samples may be installed in the work, provided each sample is identified and location recorded. Three color samples for each material requiring color and 305 mm square sample of sign face color sample.

SD-10 Operation and Maintenance Data

Protection and Cleaning

Two copies of maintenance instructions listing routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides. The instructions shall include simplified diagrams for the equipment as installed.

1.3 GENERAL

All exterior signage shall be provided by a single manufacturer. Exterior signage shall be of the design, detail, sizes, types, and message content shown on the drawings, shall conform to the requirements specified, and shall be provided at the locations indicated. Signs shall be complete with lettering, framing as detailed, and related components for a complete installation. Recyclable materials shall conform to EPA requirements in accordance with Section 01 62 35 RECYCLED / RECOVERED MATERIALS.

1.4 CHARACTER PROPORTIONS AND HEIGHTS

Letters and numbers on indicated signs for handicapped-accessible buildings shall have a width-to-height ratio between 3:5 and 1:1 and a stroke-width-to-height ratio between 1:5 and 1:10. Characters and numbers on indicated signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case letter "X". Lower case characters are permitted.

1.5 QUALIFICATIONS

Signs, plaques, and dimensional letters shall be the standard product of a manufacturer regularly engaged in the manufacture of the products. Items of equipment shall essentially duplicate equipment that has been in satisfactory use at least 2 years prior to bid opening.

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1.6 DELIVERY AND STORAGE

Materials shall be wrapped for shipment and storage, delivered to the jobsite in manufacturer's original packaging, and stored in a clean, dry area in accordance with manufacturer's instructions.

1.7 WARRANTY

Manufacturer's standard performance guarantees or warranties that extend beyond a one year period shall be provided.

PART 2 PRODUCTS

2.1 EXTERIOR SIGNAGE

Exterior signage shall consist of a system of coordinated directional, identification, and regulatory type signs located at dock levelers and other locations as shown. Dimensions, details, materials, message content, and design of signage shall be as shown on the drawings and per loading dock accessories manufacturer's standard products.

2.2 GRAPHICS FOR EXTERIOR SIGNAGE SYSTEMS

2.2.1 Graphics

Signage graphics shall conform to the following:

a. Message shall be applied to panel using the silkscreen process.

Silkscreened images shall be executed with photo screens prepared from original art. Handcut screens will not be accepted. Original art shall be defined as artwork that is a first generation pattern of the original specified art. Edges and corners shall be clean. Rounded corners, cut or ragged edges, edge buildup, bleeding or surfaces pinholes will not be accepted.

2.2.2 Messages

See Contracting Officer and the drawings for message content. Typeface:

Helvetica medium . Type size as indicated.

2.3 METAL PLAQUES

Design and location of plaques shall be as shown.

2.4 ALUMINUM ALLOY PRODUCTS

Aluminum alloy products shall conform to ASTM B 209M for sheet or plate, ASTM B 221M for extrusions and ASTM B 26/B 26M or ASTM B 108 for castings.

Aluminum extrusions shall be provided at least 3 mm thick and aluminum plate or sheet at least 16 gauge thick. Welding for aluminum products shall conform to AWS C1.1M/C1.1.

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2.5 ANODIC COATING

Anodized finish shall conform to AA DAF-45 as follows:

Clear (natural) designation AA-M10-C22-A31, Architectural Class II

0.010 mm or thicker.

2.6 ORGANIC COATING

Surfaces shall be cleaned, primed, and given a semi-gloss baked enamel or two-component acrylic polyurethane finish in accordance with NAAMM MFM, AMP 505, with total dry film thickness not less than 0.030 mm.

2.7 STEEL PRODUCTS

Structural steel products shall conform to ASTM A 36/A 36M. Sheet and strip steel products shall conform to ASTM A 1011/A 1011M. Welding for steel products shall conform to AWS D1.2/D1.2M.

2.8 ANCHORS AND FASTENERS

Exposed anchor and fastener materials shall be compatible with metal to which applied and shall match in color and finish and shall be non-rusting, non-corroding, and non-staining. Exposed fasteners shall be tamper-proof.

2.9 SHOP FABRICATION AND MANUFACTURE

2.9.1 Factory Workmanship

Work shall be assembled in the shop, as far as practical, ready for installation at the site. Work that cannot be shop assembled shall be given a trial fit in the shop to ensure proper field assembly. Holes for bolts and screws shall be drilled or punched. Drilling and punching shall produce clean, true lines and surfaces. Welding to or on structural steel shall be in accordance with AWS D1.1/D1.1M. Welding shall be continuous along the entire area of contact. Exposed welds shall be ground smooth.

Exposed surfaces of work shall have a smooth finish and exposed riveting shall be flush. Fastenings shall be concealed where practical. Items specified to be galvanized shall be by hot-dip process after fabrication if practical. Galvanization shall be in accordance with ASTM A 123/A 123M and ASTM A 653/A 653M, as applicable. Other metallic coatings of steel sheet shall be in accordance with ASTM A 924/A 924M. Joints exposed to the weather shall be formed to exclude water. Drainage and weep holes shall be included as required to prevent condensation buildup.

2.9.2 Dissimilar Materials

Where dissimilar metals are in contact, or where aluminum is in contact with concrete, mortar, masonry, wet or pressure-treated wood, or absorptive materials subject to wetting, the surfaces shall be protected with a coat of asphalt varnish or a coat of zinc-molybdate primer to prevent galvanic or corrosive action.

2.9.3 Shop Painting

Surfaces of miscellaneous metal work, except nonferrous metal, corrosion resisting steel, and zinc-coated work, shall be given one coat of zinc-molybdate primer or an approved rust-resisting treatment and metallic

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2.10 COLOR, FINISH, AND CONTRAST

Color shall be loading dock accessory manufacturer's standard products.

For buildings required to be handicapped-accessible, the characters and background of signs shall be eggshell, matte, or other non-glare finish.

Characters and symbols shall contrast with their background - either light characters on a dark background or dark characters on a light background.

PART 3 EXECUTION

3.1 INSTALLATION

Signs, pshall be installed in accordance with approved manufacturer's instructions at locations shown on the approved detail drawings. Signs shall be installed plumb and true at mounting heights indicated, and by method shown or specified. Signs mounted on other surfaces shall not be installed until finishes on such surfaces have been completed.

3.1.1 Anchorage

Anchorage and fastener materials shall be in accordance with approved manufacturer's instructions for the indicated substrate. Anchorage not otherwise specified or indicated shall include slotted inserts, expansion shields, and powder-driven fasteners when approved for concrete; and expansion anchors for masonry.

3.1.2 Protection and Cleaning

The work shall be protected against damage during construction. After signs are completed and inspected, the Contractor shall cover all project identification, directional, and other signs which may mislead the public.

Covering shall be maintained until instructed to be removed by the Contracting Officer or until the facility is to be opened for business.

Signs shall be cleaned, as required, at time of cover removal.

3.2 FIELD PAINTED FINISH

Miscellaneous metals and frames shall be field painted in accordance with Section 09 90 00 PAINTS AND COATINGS. Anodized metals, masonry, and glass shall be protected from paint. Finish shall be free of scratches or other blemishes.

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SECTION 10 14 02

INTERIOR SIGNAGE

04/06

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 GENERAL

1.4 QUALIFICATIONS

1.5 DELIVERY AND STORAGE

1.6 EXTRA STOCK

PART 2 PRODUCTS

2.1 ROOM IDENTIFICATION/DIRECTIONAL SIGNAGE SYSTEM

2.1.1 Standard Room Signs

2.1.2 Changeable Message Strip Signs

2.1.3 Type of Mounting For Signs

2.1.4 Graphics

2.1.5 Character Proportions and Heights

2.1.6 Raised and Brailled Characters and Pictorial Symbol Signs

(Pictograms)

2.2 CAUTION SIGNS

2.3 ALUMINUM ALLOY PRODUCTS

2.4 ANODIC COATING

2.5 ORGANIC COATING

2.6 FABRICATION AND MANUFACTURE

2.6.1 Factory Workmanship

2.6.2 Dissimilar Materials

2.7 COLOR, FINISH, AND CONTRAST

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Anchorage

3.1.2 Protection and Cleaning

-- End of Section Table of Contents --

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SECTION 10 14 02

INTERIOR SIGNAGE

04/06

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

ALUMINUM ASSOCIATION (AA)

AA DAF-45 (2003) Designation System for Aluminum Finishes

AA PK-1 (2002) Pink Sheets: Designations and Chemical Composition Limits for Aluminum Alloys in the Form of Castings and Ingot

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 2604 (2005) Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z97.1 (2004) Safety Glazing Materials Used in Buildings

AMERICAN WELDING SOCIETY (AWS)

AWS D1.2/D1.2M (2003) Structural Welding Code - Aluminum

ASTM INTERNATIONAL (ASTM)

ASTM B 209 (2004) Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B 209M (2004) Aluminum and Aluminum-Alloy Sheet and Plate (Metric)

ASTM B 221 (2005) Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B 221M (2005) Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM C 1036 (2001) Flat Glass

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ASTM D 635 (2003) Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2005) National Electrical Code

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Detail Drawings

Drawings showing elevations of each type of sign, dimensions, details and methods of mounting or anchoring, shape and thickness of materials, and details of construction. A schedule showing the location, each sign type, and message shall be included.

SD-03 Product Data

Installation

Manufacturer's descriptive data, catalogs cuts, installation and cleaning instructions.

SD-04 Samples

Interior Signage; G, RO

One sample of each of the following sign types showing typical quality, workmanship and color. The samples may be installed in the work, provided each sample is identified and location recorded.

a. Standard Room sign.

b. Changeable message strip sign.

c. Caution sign.

SD-10 Operation and Maintenance Data

Approved Manufacturer's Instructions Protection and Cleaning

Six copies of operating instructions outlining the step-by-step procedures required for system operation shall be provided. The instructions shall include simplified diagrams for the system as installed. Six copies of maintenance instructions listing routine procedures, repairs, and guides shall be provided. The instructions shall include the manufacturer's name, model number, service manual, parts list, and brief description of all equipment

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1.3 GENERAL

Interior signage shall be of the design, detail, sizes, types, and message content shown on the drawings/attachments/signage placement schedule (as applicable), shall conform to the requirements specified, and shall be provided at the locations indicated. Signs shall be complete with lettering, framing as detailed, and related components for a complete installation. Signage shall be obtained from a single manufacturer with edges and corners of finished letterforms and graphics true and clean.

Recyclable materials shall conform to EPA requirements in accordance with Section 01 62 35 RECYCLED / RECOVERED MATERIALS.

1.4 QUALIFICATIONS

Signs, plaques, and dimensional letters shall be the standard product of a manufacturer regularly engaged in the manufacture of such products and shall essentially duplicate signs that have been in satisfactory use at least 2 years prior to bid opening.

1.5 DELIVERY AND STORAGE

Materials shall be packaged to prevent damage and deterioration during shipment, handling, storage and installation. Product shall be delivered to the jobsite in manufacturer's original packaging and stored in a clean, dry area in accordance with manufacturer's instructions.

1.6 EXTRA STOCK

The Contractor shall provide 5 percent extra frames and extra stock of the following: Five (5) percent blank plates of each color and size for each sign type. Five (5) percent pressure-sensitive letters in each color and size for sign type specified. Five (5) percent changeable message strips for sign type window plaques.

PART 2 PRODUCTS

2.1 ROOM IDENTIFICATION/DIRECTIONAL SIGNAGE SYSTEM

2.1.1 Standard Room Signs

Signs shall consist of acrylic plastic 2 mm thickness minimum conforming to ANSI Z97.1 and shall conform to the following:

Units shall be frameless. Corners of signs shall be squared as shown.

2.1.2 Changeable Message Strip Signs

Changeable message strip signs shall be of same construction as standard room signs to include a clear sleeve that will accept a paper or plastic insert identifying changeable text. The insert shall be prepared typewritten message photographically enlarged or used at actual size.

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Furnish paper and software for creating text and symbols for IBM compatible computers for Owner production of paper inserts after project completion.

2.1.3 Type of Mounting For Signs

Extruded aluminum brackets shall be furnished for projecting and double-sided signs. Mounting for framed, hanging, and projecting signs shall be by mechanical fasteners. Surface mounted signs shall be mounted with 1.6 mm thick vinyl foam tapeor countersunk mounting holes in plaques and mounting screws fabricated from materials that are not corrosive to sign material and mounting surface, as indicated on the sign schedule and detail drawings.

2.1.4 Graphics

Signage graphics for modular signs shall conform to the following:

Acrylic letters 3 mm thick chemically welded to 3.2 mm thick acrylic backup sheet.

2.1.5 Character Proportions and Heights

Letters and numbers on indicated signs which do not designate permanent rooms or spaces shall have a width-to-height ratio between 3:5 and 1:1 and a stroke-width-to-height ratio between 1:5 and 1:10. Characters and numbers on indicated signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case letter "X". Lower case characters are permitted. Projected overhead signs shall have a minimum character height of 75 mm.

2.1.6 Raised and Brailled Characters and Pictorial Symbol Signs (Pictograms)

Raised and brailled characters and symbols are only required on signs that designate permanent rooms or spaces, including restrooms and room numbers.

They are not required for information or way-finding signs. Raised letters and numbers on signs must protrude 0.8 mm upper case, sans serif or simple serif type and shall be accompanied with Grade 2 Braille. Raised characters shall be at least 16 mm in height, but no higher than 50 mm.

Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. The border dimension of the pictogram shall be 152 mm minimum in height. Indicated accessible facilities shall use the international symbol of accessibility.

2.2 CAUTION SIGNS

Caution signs shall be as indicated on drawings and shall be fabricated from a minimum of 1.9 mm (14 gage) sheet metal with radiused corners and shall have reflectorized yellow background coating on both sides as indicated on the drawings. Letters and stripes shall be painted and comply with Section 09 90 00. Caution signs shall be permanently secured to door safety chains by metal hooks as shown.

2.3 ALUMINUM ALLOY PRODUCTS

Aluminum extrusions shall be at least 3 mm thick, and aluminum plate or sheet shall be at least 1.3 mm thick. Extrusions shall conform to ASTM B 221M; plate and sheet shall conform to ASTM B 209M. Where anodic coatings are specified, alloy shall conform to AA PK-1 alloy designation

514.0. Exposed anodized aluminum finishes shall be as shown. Welding for aluminum products shall conform to AWS D1.2/D1.2M.

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2.4 ANODIC COATING

Anodized finish shall conform to AA DAF-45 as follows:

Clear (natural) designation AA-M10-C22-A31, Architectural Class II

0.010 mm or thicker.

Integral color anodized designation AA-M10-C22-A32, Architectural Class

0.010 to 0.018 mm.

Electrolytically deposited color-anodized designation AA-M10-C22-A34, Architectural Class II 0.010 to 0.018 mm.

2.5 ORGANIC COATING

Organic coating shall conform to AAMA 2604, with total dry film thickness not less than 0.030 mm.

2.6 FABRICATION AND MANUFACTURE

2.6.1 Factory Workmanship

Holes for bolts and screws shall be drilled or punched. Drilling and punching shall produce clean, true lines and surfaces. Exposed surfaces of work shall have a smooth finish and exposed riveting shall be flush.

Fastenings shall be concealed where practicable.

2.6.2 Dissimilar Materials

Where dissimilar metals are in contact, the surfaces will be protected to prevent galvanic or corrosive action.

2.7 COLOR, FINISH, AND CONTRAST

Color shall be as indicated on the drawings. Finish of all signs shall be eggshell, matte, or other non-glare finish as required in handicapped-accessible buildings. Characters and symbols shall contrast with their background; either light characters on a dark background or dark characters on a light background.

PART 3 EXECUTION

3.1 INSTALLATION

Signs shall be installed plumb and true and in accordance with approved manufacturer's instructions at locations shown on the detail drawings.

Mounting height shall be 1.5 meters above the finish floor to the centerline of the sign. Distance from edge of door frame to edge of sign shall be as indicated on drawings. Required blocking shall be installed.

Signs shall be installed on the wall adjacent to the latch side of the door. Where there is no wall space to the latch side of the door, including at double leaf doors, signs shall be placed on the nearest adjacent wall. Mounting location for such signage shall be so that a person may approach within 75 mm of signage without encountering protruding objects or standing within the swing of a door. Signs on doors or other surfaces shall not be installed until finishes on such surfaces have been installed. Signs installed on glass surfaces shall be installed with matching blank back-up plates in accordance with manufacturer's instructions.

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3.1.1 Anchorage

Anchorage shall be in accordance with approved manufacturer's instructions. Anchorage not otherwise specified or shown shall include slotted inserts, expansion shields, and powder-driven fasteners when approved for concrete; toggle bolts and through bolts for masonry; machine carriage bolts for steel; lag bolts and screws for wood. Exposed anchor and fastener materials shall be compatible with metal to which applied and shall have matching color and finish. Where recommended by signage manufacturer, foam tape pads may be used for anchorage. Foam tape pads shall be minimum 2 mm thick closed cell vinyl foam with adhesive backing.

Adhesive shall be transparent, long aging, high tech formulation on two sides of the vinyl foam. Adhesive surfaces shall be protected with a 0.13 mm green flatstock treated with silicone. Foam pads shall be sized for the signage as per signage manufacturer's recommendations. Signs mounted to painted gypsum board surfaces shall be removable for painting maintenance.

Signs mounted to lay-in ceiling grids shall be mounted with clip connections to ceiling tees.

3.1.2 Protection and Cleaning

The work shall be protected against damage during construction. Hardware and electrical equipment shall be adjusted for proper operation. Glass, frames, and other sign surfaces shall be cleaned at completion of sign installation in accordance with the manufacturer's approved instructions.

-- End of Section --

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SECTION 10 21 13

TOILET COMPARTMENTS

01/07

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SYSTEM DESCRIPTION

1.4 REGULATORY REQUIREMENTS

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 WARRANTY

1.7 FIELD MEASUREMENTS

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Galvanized Steel Sheet

2.1.2 Sound-Deadening Cores

2.1.3 Anchoring Devices and Fasteners

2.1.4 Brackets

2.1.5 Hardware and Fittings

2.1.5.1 General Requirements

2.1.5.2 Finishes

2.1.6 Door Hardware

2.1.6.1 Hinges

2.1.6.2 Latch and Pull

2.1.6.3 Coat Hooks

2.2 PARTITION PANELS AND DOORS

2.2.1 Toilet Enclosures

2.2.2 Urinal Screens

2.3 FLOOR-ANCHORED PARTITIONS

2.4 PILASTER SHOES

2.5 HARDWARE

2.6 COLORS AND FINISHES

2.6.1 Colors

2.6.2 Finishes No. 1 Through No. 3

PART 3 EXECUTION

3.1 PREPARATION

3.2 METAL PARTITION FABRICATION

3.3 INSTALLATION

3.4 CEILING-HUNG PARTITIONS

3.5 FLOOR-ANCHORED PARTITIONS

3.6 OVERHEAD-BRACED PARTITIONS

3.7 FINAL ADJUSTMENT

3.8 CLEANING

3.9 WASTE MANAGEMENT

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-- End of Section Table of Contents --

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SECTION 10 21 13

TOILET COMPARTMENTS

01/07

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ALUMINUM ASSOCIATION (AA)

AA DAF-45 (2003) Designation System for Aluminum Finishes

American National Standards Institute (ANSI)

ANSI A117.1 (1980; R 2003) Accessible and Usable Buildings and Facilities

ASTM INTERNATIONAL (ASTM)

ASTM A 123/A 123M (2002) Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A 167 (2004) Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip

ASTM A 336/A 336M (2003a) Alloy Steel Forgings for Pressure and High-Temperature Parts

ASTM A 385 (2003) Providing High-Quality Zinc Coatings (Hot-Dip)

ASTM A 653/A 653 M (2004a) Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process

ASTM B 221 (2005) Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B 221M (2005) Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM B 36/B 36M (2001) Brass Plate, Sheet, Strip, and Rolled Bar

ASTM B 456 (2003) Electrodeposited Coatings of Copper Plus Nickel Plus Chromium and Nickel Plus Chromium

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ASTM B 86 (2005) Zinc and Zinc-Aluminum (ZA) Alloy Foundry and Die Castings

ASTM D 1972 (1991; R 2001) Generic Marking of Plastic Products

ASTM D 2092 (2001) Preparation of Zinc-Coated (Galvanized) Steel Surfaces for Painting

ASTM E 2129 (2001; R 2003) Data Collection for Sustainability Assessment of Building Products

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

CID A-A-60003 (Basic) Partitions, Toilet, Complete

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction

(LEED-NC)

SOCIETY OF AUTOMOTIVE ENGINEERS INTERNATIONAL (SAE)

SAE AMS-QQ-C-320 (2000) Chromium Plating (Electrodeposited)-FSC MFFP

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Installation Drawings Fabrication Drawings

Drawings showing plans, elevations, details of construction, hardware, reinforcing, fittings, mountings, and anchorings for metal partitions and urinal screens. Installation drawings as specified.

SD-03 Product Data

Toilet Partition System Cleaning and Maintenance Instructions Colors And Finishes

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Galvanized Steel Sheet Sound Deadening Cores Partition Panels and Doors Anchoring Devices and Fasteners Hardware and Fittings Brackets Door Hardware Floor-Anchored Partitions

Manufacturer's technical data and catalog cuts including installation and cleaning instructions.

SD-04 Samples

Colors and Finishes; G, RO

Manufacturer's standard color charts and color samples.

Partition Panels

Three samples showing a finished edge on two adjacent sides and core construction, each not less than 304.8 mm square

Hardware and Fittings Anchoring Devices and Fasteners

Three samples of each item. Approved hardware samples may be installed in the work if properly identified.

SD-07 Certificates

Certification

Documentation of product quality, as specified.

SD-10 Operation and Maintenance Data

Waste Management

1.3 SYSTEM DESCRIPTION

Provide a complete and usable toilet partition system, including toilet enclosures, urinal screens, system of panels, hardware, and support components. Furnish the partition system from a single manufacturer, with a standard product as shown in the most recent catalog data. Submit Fabrication Drawings for metal toilet partitions and urinal screens consisting of fabrication and assembly details to be performed in the factory. Submit manufacturer's Cleaning and Maintenance Instructions with Fabrication Drawings for review.

1.4 REGULATORY REQUIREMENTS

Conform to ANSI A117.1 code for access for the handicapped operation of toilet compartment door and hardware.

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1.5 DELIVERY, STORAGE, AND HANDLING

Deliver materials in the manufacturer's original unopened packages with the brand, item identification, and project reference clearly marked. Store Components in a dry location that is adequately ventilated; free from dust, water, other contaminants, and damage during delivery, storage, and construction.

1.6 WARRANTY

Provide Certification or warranties that metal toilet partitions will be free of defects in materials, fabrication, finish, and installation and will remain so for a period of not less than 5 years after completion.

1.7 FIELD MEASUREMENTS

Take field measurements prior to the preparation of drawing and fabrication to ensure proper fits.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Galvanized Steel Sheet

Provide galvanized steel sheet cold-rolled, stretcher-level, commercial quality material, conforming to ASTM A 653/A 653 M. Conform surface preparation of material for painting to ASTM D 2092, Method A.

2.1.2 Sound-Deadening Cores

Provide sound deadening consisting of treated kraft paper honeycomb cores with a cell size of not more than 25.4 mm. Resin-material content must weigh not less than 11 percent of the finished core weight. Expanded cores must be faced on both sides with kraft paper.

2.1.3 Anchoring Devices and Fasteners

Provide steel anchoring devices and fasteners hot-dipped galvanized after fabrication, in conformance with ASTM A 385 and ASTM A 123/A 123M. Conceal all galvanized anchoring devices.

2.1.4 Brackets

Wall brackets must be two-ear panel brackets, T-style, 25.4 mm stock.

Provide stirrup style panel-to-pilaster brackets.

2.1.5 Hardware and Fittings

2.1.5.1 General Requirements

Hardware for the toilet partition system must conform to CID A-A-60003 for the specified type and style of partitions. Provide hardware finish highly resistant to alkalies, urine, and other common toilet room acids. Comply latching devices and hinges for handicap compartments with 36 CFR 1191;

devices and hinges must be chrome-plated steel or stainless steel door latches that operate without either tight grasping or twisting of the wrist of the operator.

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a. Conform cold-rolled sheet steel to ASTM A 336/A 336M, commercial quality.

b. Corrosion-resistant steel must conform to ASTM A 167, Type 304.

2.1.5.2 Finishes

a. Chrome plating must conform to ASTM B 456.

b. Corrosion-resistant steel must have a No. 4 finish.

c. Exposed fasteners must match the hardware and fittings.

2.1.6 Door Hardware

2.1.6.1 Hinges

Hinges must be self-lubricating with the indicated swing. Hinges must be the cutout-insert type.

Hinge must be adjustable to hold in-swinging doors open at any angle up to 90 degrees and outswinging doors to 10 degrees.

2.1.6.2 Latch and Pull

Latch and pull must be a combination rubber-faced door strike and keeper equipped with emergency access.

2.1.6.3 Coat Hooks

Coat hooks must be combination units with hooks and rubber tipped pins.

2.2 PARTITION PANELS AND DOORS

Partition Panels and doors must be not less than 25.4 mm thick with face sheets not less than 1.006 mm thick.

2.2.1 Toilet Enclosures

Conform toilet enclosures to CID A-A-60003, Type I, Style A, floor supported . Furnish width, length, and height of toilet enclosures as shown.

Finish surface of panels must be painted metal, Finish 1 ; water resistant;

graffiti resistant; non-absorbent. This item may contain post-consumer or post-industrial recycled content. Panels indicated to receive toilet paper holders or grab bars must be reinforced for mounting of the items required. Provide grab bars to withstand a bending stress, shear stress, shear force, and a tensile force induced by 1112 N. Grab bars must not rotate within their fittings.

2.2.2 Urinal Screens

Conform urinal screens to CID A-A-60003, Type III, Style A, floor supported .

Provide finish for surface of screens as painted metal, Finish 1 ; water resistant; graffiti resistant; non-absorbent. This item may contain post-consumer or post-industrial recycled content. Furnish width and height of urinal screens as shown. Secure wall hung urinal screens with

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W91238-10-R-0035 Specification Vol 2 August 06, 2010 27 of 758 a minimum of three wall stirrup brackets. Screens must be fabricated from the same types of panels and pilasters as the toilet partitions. Fittings and fasteners must be corrosion-resistant steel.

2.3 FLOOR-ANCHORED PARTITIONS

Pilasters must be not less than 31.75 mm thick with face sheets not less than 1.613 mm thick. Provide anchoring device at the bottom of the pilaster consisting of a steel bar not less than 12.7 by 22.2 mm welded to the reinforced face sheets and having not less than two 9.5 mm round anchorage devices for securing to the floor slab. Provide anchorage devices complete with threaded rods, expansion shields, lock washers, and leveling-adjustment nuts. Trim piece at the floor must be 76.2 mm high and fabricated from not less than 0.76 mm thick corrosion-resistant steel.

2.4 PILASTER SHOES

Provide shoes at pilasters to conceal floor-mounted anchorage. Pilaster shoes shall be stainless steel. Pilaster shoes may contain post-consumer or post-industrial recycled content. Height shall be 76 mm.

2.5 HARDWARE

Hardware for the toilet partition system shall conform to CID A-A-60003 for the specified type and style of partitions. Hardware shall be pre-drilled by manufacturer. Hardware finish shall be highly resistant to alkalies, urine, and other common toilet room acids. Hardware shall include: chrome plated non ferrous cast pivot hinges, gravity type, adjustable for door close positioning; nylon bearings; black anodized aluminum door latch; door strike and keeper with rubber bumper; and cast alloy chrome plated coat hook and bumper . Latching devices and hinges for handicap compartments shall comply with 36 CFR 1191 and shall be chrome-plated steel or stainless steel door latches that operate without either tight grasping or twisting of the wrist of the operator. Screws and bolts shall be stainless steel, tamper proof type. Wall mounting brackets shall be continuous, full height, stainless steel , in accordance with toilet compartment manufacturer's instructions. Floor-mounted anchorage shall consist of corrosion-resistant anchoring assemblies with threaded rods, lock washers, and leveling adjustment nuts at pilasters for structural connection to floor.

2.6 COLORS AND FINISHES

2.6.1 Colors

Color of toilet compartments shall be from manufacturer's standard and as indicated on the Interior Color/Finish Schedule.

2.6.2 Finishes No. 1 Through No. 3

Conform partitions, panels, screen, and door finishes to CID A-A-60003 finished with Finish No. 1, baked enamel .

PART 3 EXECUTION

3.1 PREPARATION

Verify that field measurements, surfaces, substrates and conditions are as required, and ready to receive work. Verify correct spacing of plumbing

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W91238-10-R-0035 Specification Vol 2 August 06, 2010 28 of 758 fixtures. Verify correct location of built in framing, anchorage, and bracing. Report in writing to Contracting Officer prevailing conditions that will adversely affect satisfactory execution of the work of this section. Do not proceed with work until unsatisfactory conditions have been corrected.

3.2 METAL PARTITION FABRICATION

a. Fabricate metal Partition Panels, doors, screens, and pilasters required for the project from galvanized-steel face sheets with formed edges. Face sheets must be pressure-laminated to the sound-deadening core with edges sealed with a continuous locking strip and corners mitered and welded. Ground all welds smooth. Provide concealed reinforcement for installation of hardware, fittings, and accessories. Surface of face sheets must be smooth and free from wave, warp, or buckle.

b. Before application of an enamel coating system, solvent-clean galvanized-steel surfaces to remove processing compounds, oils, and other contaminants harmful to coating-system adhesion. After cleaning,coat the surfaces with a metal-pretreatment phosphate coating. After pretreatment, finish exposed galvanized-steel surfaces with a baked-enamel coating system as specified.

c. Provide an enamel coating system consisting of a factory-applied baked acrylic enamel coating system. Coating system must be a durable, washable, stain-resistant, mar-resistant finish.

3.3 INSTALLATION

Install partitions rigid, straight, plumb, and level, with the panels centered between the fixtures. Provide a panel clearance of not more than 13 mm and secure the panels to walls and pilasters with not less than two wall brackets attached near the top and bottom of the panel. Locate wall brackets so that holes for wall bolts occur in masonry or tile joints.

Secure Panels to pilasters with brackets matching the wall brackets.

Provide for adjustment due to minor floor variations. Locate head rail joints at pilaster center lines. Install adjacent components for consistency of line and plane. Equip each door with hinges, one door latch, and one coat hook and bumper. Align hardware to uniform clearance at vertical edges of doors.

a. Secure panels to hollow plastered walls with toggle bolts using not less than M6x1 screws of the length required for the wall thickness.

Toggle bolts must have a load-carrying strength of not less than 2668.9 newton per anchor.

b. Secure panels to ceramic tile on hollow plastered walls or hollow concrete-masonry walls with toggle bolts using not less than M6x1 screws of the length required for the wall thickness. Toggle bolts must have a load-carrying strength of not less than 2668.9 newton per anchor.

c. Secure panels to solid masonry or concrete with lead or brass expansion shields designed for use with not less than M6x1 screws, with a shield length of not less than 38.1 mm. Expansion shields must have a load-carrying strength of not less than 2668.9 newton per anchor.

d. Submit Installation Drawings for metal toilet partitions and urinal screens showing plans, elevations, details of construction, hardware, SECTION 10 21 13 Page 9

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Indicate on drawingsthe type of partition, location, mounting height, cutouts, and reinforcement required for toilet-room accessories.

3.4 CEILING-HUNG PARTITIONS

Secure pilasters to the structural support above with the anchorage device specified. Make all leveling devices readily accessible for leveling, plumbing, and tightening the installation. Bottoms of doors must be level with bottoms of pilasters when doors are in a closed position.

3.5 FLOOR-ANCHORED PARTITIONS

Secure pilasters to the floor with the anchorage device specified. Make all leveling devices readily accessible for leveling, plumbing, and tightening the installation. Tops of doors must be level with tops of pilasters when doors are in a closed position. Expansion shields must have a minimum 50.8 mm penetration into the concrete slab.

3.6 OVERHEAD-BRACED PARTITIONS

Secure pilasters to the floor with the anchorage device specified. Make all leveling devices readily accessible for leveling, plumbing, and tightening the installation. Overhead brace must be secured to the pilaster face with not less than two fasteners per face. Expansion shields must have a minimum 50.8 mm penetration into the concrete slab. Tops of doors must be parallel with the overhead brace when doors are in a closed position.

3.7 FINAL ADJUSTMENT

After completion of the installation, make final adjustments to the pilaster-leveling…