A02_SPECS_VOL_2.pdf
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Specifications (Vol 2)
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Text version
18 December 2012
US Army Corps of Engineers
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Norfolk District U.S. Army Corps of Engineers Engineering & Construction Division Engineering Branch 803 Front Street, Norfolk, VA
Final Design
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 30 00.10 50 PROJECT WORK REQUIREMENTS AND RESTRICTIONS
01 30 00.20 50 ADMINISTRATIVE REQUIREMENTS
01 31 19.00 50 PROJECT MEETINGS
01 32 01.00 50 PROJECT SCHEDULE
01 33 00.00 50 SUBMITTAL PROCEDURES
01 33 29 LEED(TM) DOCUMENTATION
01 35 26.00 50 GOVERNMENTAL SAFETY REQUIREMENTS
01 35 40.00 50 FORT LEE ENVIRONMENTAL SPECIAL CONDITIONS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 02.00 50 QUALITY CONTROL SYSTEM (QCS)
01 45 04.00 50 CONTRACTOR QUALITY CONTROL
01 50 02.00 50 TEMPORARY CONSTRUCTION FACILITIES
01 57 20.00 10 ENVIRONMENTAL PROTECTION
01 62 35.00 50 RECYCLED / RECOVERED MATERIALS
01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
01 78 02.00 50 CLOSEOUT SUBMITTALS
01 78 23.00 50 OPERATION AND MAINTENANCE DATA
01 91 00 COMMISSIONING
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS
02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES
02 83 13.00 20 LEAD IN CONSTRUCTION
02 83 30 SYNTHETIC SPORTS SURFACE
02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND
MERCURY
DIVISION 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
04 20 00 MASONRY
04 21 13.13 NONBEARING MASONRY VENEER/STEEL STUD WALLS
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 21 19 OPEN WEB STEEL JOIST FRAMING
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 51 00 METAL STAIRS
05 51 33 METAL LADDERS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 20 00 FINISH CARPENTRY
06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK
06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 14 00 FLUID-APPLIED WATERPROOFING
07 21 16 MINERAL FIBER BLANKET INSULATION
07 22 00 ROOF AND DECK INSULATION
07 25 10.00 00 PRESSURE TESTING A BUILDING FOR AIR TIGHTNESS
07 26 30 SPRAY POLYURETHANE FOAM INSULATING AIR BARRIER SYSTEM (ABR)
07 41 13 METAL ROOF PANELS
07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING
07 60 00 FLASHING AND SHEET METAL
07 72 01 ROOF ACCESSORIES
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 14 00 WOOD DOORS
08 33 13 METAL ROLLING COUNTER DOORS
08 33 23 OVERHEAD COILING DOORS
08 34 59 VAULT DOORS AND DAY GATES
08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
08 51 13 ALUMINUM WINDOWS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL LOUVERS
DIVISION 09 - FINISHES
09 06 90 COLOR SCHEDULE
09 22 00 SUPPORTS FOR GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 30 00 CERAMIC, MOSAIC AND PORCELAIN TILE
09 51 00 ACOUSTICAL CEILINGS
09 65 00 RESILIENT FLOORING
09 65 36 STATIC-CONTROL RESILIENT FLOORING
09 65 66 RESILIENT ATHLETIC FLOORING
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 10 00 VISUAL COMMUNICATIONS SPECIALTIES
10 14 01 EXTERIOR SIGNAGE
10 14 02 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 22 39 FOLDING PANEL PARTITIONS
10 26 13 WALL AND CORNER GUARDS
10 28 13 TOILET ACCESSORIES
10 44 16 FIRE EXTINGUISHERS
10 45 01 FALL PROTECTION SYSTEMS
10 51 13 METAL LOCKERS
DIVISION 12 - FURNISHINGS
12 21 00 WINDOW BLINDS
DIVISION 14 - CONVEYING EQUIPMENT
14 21 23 EELCTRIC TRACTION PASSENGER ELEVATORS
DIVISION 21 - FIRE SUPPRESSION
21 12 00 STANDPIPE SYSTEMS
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING
CONTROL SYSTEMS
23 11 25 FACILITY GAS PIPING
23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM
23 52 00 HEATING BOILERS
23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND STEAM HEAT
EXCHANGERS
23 64 26 CHILLED AND CHILLED-HOT WATER PIPING SYSTEMS
23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS
23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 08 00 APPARATUS INSPECTION AND TESTING
26 09 23.00 40 LIGHTING CONTROL DEVICES
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 23 00 SWITCHBOARDS AND SWITCHGEAR
26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS
26 41 01.00 10 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 20 00.00 20 ELECTRONIC SECURITY SYSTEMS (ESS), COMMERCIAL
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
31 05 19 GEOTEXTILE
31 11 00 CLEARING AND GRUBBING
31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS
32 05 33 LANDSCAPE ESTABLISHMENT
32 10 00 BITUMINOUS CONCRETE PAVEMENT
32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILITIES
32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS
32 92 19 SEEDING
32 92 23 SODDING
32 93 00 EXTERIOR PLANTS
DIVISION 33 - UTILITIES
33 40 00 STORM DRAINAGE UTILITIES
33 51 15 NATURAL-GAS DISTRIBUTION
33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND
33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
DIVISION 40 - PROCESS INTEGRATION
40 05 13.96 WELDING PROCESS PIPING
-- End of Project Table of Contents --
300 Add-on, 600PN Barracks, Demolition, & Civil Site Work PN 33771
SECTION 09 06 90
COLOR SCHEDULE
05/09
PART 1 GENERAL
1.1 SYSTEM DESCRIPTION
This section covers only the color of the exterior and interior materials and products that are exposed to view in the finished construction. The word "color", as used herein, includes surface color and pattern.
Requirements for quality and method of installation are covered in other appropriate sections of the specifications. Specific locations where the various materials are required are shown on the drawings. Items not designated for color in this section may be specified in other sections.
When color is not designated for items, propose a color for approval.
1.2 SUBMITTALS
Government approval is required for submittals with a "GA" designation;
submittals not having a "GA" designation are for information only. When used, a designation following the "GA" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 50 SUBMITTAL PROCEDURES:
SD-04 Samples
Color Schedule; GA, NAO AE/ID
PART 2 PRODUCTS
2.1 REFERENCE TO MANUFACTURER'S COLOR
Where color is shown as being specific to one manufacturer, an equivalent color by another manufacturer may be submitted for approval. Manufacturers and materials specified are not intended to limit the selection of equal colors from other manufacturers.
2.2 COLOR SCHEDULE
The color schedule lists the colors, patterns and textures required for exterior and interior finishes, including both factory applied and field applied colors. Submit 2 sets of color boards, 120 days after the Contractor is given Notice to proceed, complying with the following requirements:
a. Color boards shall reflect all actual finish textures, patterns, and colors required for this contract.
b. Materials shall be labeled with the finish type, manufacturer's name, pattern, and color reference.
c. Samples shall be on size 8-1/2 by 11 inch boards with a maximum spread of size 25-1/2 by 33 inches for foldouts.
d. Samples for this color board are required in addition to samples
SECTION 09 06 90 Page 1 requested in other specification sections.
e. Color boards shall be submitted to the following addresses: USACE - Architecture Section, 803 Front St, Norfolk, VA 23510
2.2.1 Exterior Walls
Exterior wall colors shall apply to exterior wall surfaces including recesses at entrances and projecting vestibules. Conduit shall be painted to closely match the adjacent surface color. Wall color shall be provided as indicated on the drawings.
2.2.2 Exterior Trim
Exterior trim shall be provided as indicated on the drawings.
2.2.3 Exterior Roof
Roof color shall apply to exterior roof surfaces including sheet metal flashings and copings, mechanical units, roof trim, pipes, conduits, electrical appurtenances, and similar items. Provide roof color as indicated on the drawings.
2.2.4 Interior Floor Finishes
Provide flooring materials as indicated on the drawings2.2.5 Interior Base Finishes
Provide base materials as indicated on drawings.2.2.6 Interior Wall Finishes
Interior wall color shall apply to the entire wall surface, including reveals, vertical furred spaces, grilles, diffusers, electrical and access panels, and piping and conduit adjacent to wall surfaces unless otherwise specified. Items not specified in other paragraphs shall be painted to match adjacent wall surface. Provide wall materials as indicated on the drawings.
2.2.7 Interior Ceiling Finishes
Ceiling colors shall apply to ceiling surfaces including soffits, furred down areas, grilles, diffusers, registers, and access panels. Ceiling color shall also apply to joist, underside of roof deck, and conduit and piping where joists and deck are exposed and required to be painted.
Provide ceiling materials as indicated on the drawings.
2.2.8 Interior Trim
Provide interior trim as indicated on the drawings.
2.2.9 Interior Window Treatment
Provide window treatments as indicated on the drawings.
2.2.10 Interior Miscellaneous
Provide miscellaneous items as indicated on the drawings.
SECTION 09 06 90 Page 2
2.3 PLACEMENT SCHEDULE
Placement of color shall be as indicated on the drawings.PART 3 EXECUTION (Not Applicable)
-- End of Section --
SECTION 09 06 90 Page 3
SECTION 09 22 00
SUPPORTS FOR GYPSUM BOARD
02/10
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.
ASTM INTERNATIONAL (ASTM)
ASTM A463/A463M (2010) Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip Process
ASTM A653/A653M (2011) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
ASTM C645 (2011a) Nonstructural Steel Framing Members
ASTM C754 (2011) Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products
UNDERWRITERS LABORATORIES (UL)
UL Fire Resistance (2011) Fire Resistance Directory
1.2 SUBMITTALS
Government approval is required for submittals with a "GA" designation;
submittals not having a "GA" designation are for information only. When used, a designation following the "GA" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 50 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Metal support systems
Submit for the erection of metal framing, furring, and ceiling suspension systems. Indicate materials, sizes, thicknesses, and fastenings.
1.3 DELIVERY, STORAGE, AND HANDLING
Deliver materials to the job site and store in ventilated dry locations.
Storage area shall permit easy access for inspection and handling. If materials are stored outdoors, stack materials off the ground, supported on a level platform, and fully protected from the weather. Handle materials carefully to prevent damage. Remove damaged items and provide new items.
SECTION 09 22 00 Page 1
PART 2 PRODUCTS
2.1 MATERIALS
Provide steel materials for metal support systems with galvanized coating ASTM A653/A653M, G-60; aluminum coating ASTM A463/A463M, T1-25; or a 55-percent aluminum-zinc coating.
2.1.1 Materials for Attachment of Gypsum Wallboard
2.1.1.1 Suspended and Furred Ceiling Systems
ASTM C645.
2.1.1.2 Nonload-Bearing Wall Framing and Furring
ASTM C645, but not thinner than 0.0179 inch thickness, with 0.0329 inch minimum thickness supporting wall hung items such as cabinetwork, equipment and fixtures.
2.1.1.3 Furring Structural Steel Columns
ASTM C645. Steel (furring) clips and support angles listed in UL Fire Resistance may be provided in lieu of steel studs for erection of gypsum wallboard around structural steel columns.
PART 3 EXECUTION
3.1 INSTALLATION
3.1.1 Systems for Attachment of Gypsum Wallboard
3.1.1.1 Suspended and Furred Ceiling Systems
ASTM C754, except provide framing members 16 inches o.c. unless indicated otherwise.
3.1.1.2 Non-loadbearing Wall Framing and Furring
ASTM C754, except as indicated otherwise.
3.1.1.3 Furring Structural Steel Columns
Install studs or galvanized steel clips and support angles for erection of gypsum wallboard around structural steel columns in accordance with the UL Fire Resistance, design number(s) indicated of the fire resistance rating indicated.
3.2 ERECTION TOLERANCES
Provide framing members which will be covered by finish materials such as wallboard or ceramic tile set in a mortar setting bed, within the following limits:
a. Layout of walls and partitions: 1/4 inch from intended position;
b. Plates and runners: 1/4 inch in 8 feet from a straight line;
c. Studs: 1/4 inch in 8 feet out of plumb, not cumulative; and
SECTION 09 22 00 Page 2
d. Face of framing members: 1/4 inch in 8 feet from a true plane.
Provide framing members which will be covered by ceramic tile set in dry-set mortar, latex-portland cement mortar, or organic adhesive within the following limits:
a. Layout of walls and partitions: 1/4 inch from intended position;
b. Plates and runners: 1/8 inch in 8 feet from a straight line;
c. Studs: 1/8 inch in 8 feet out of plumb, not cumulative; and
d. Face of framing members: 1/8 inch in 8 feet from a true plane.
SECTION 09 22 00 Page 3
SECTION 09 29 00
GYPSUM BOARD
05/11
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 A108.11 (1992; Reaffirmed 2005) Specifications for Interior Installation of Cementitious Backer Units
ASTM INTERNATIONAL (ASTM)
ASTM C1002 (2007) Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs
ASTM C1047 (2010a) Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base
ASTM C1177/C1177M (2008) Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing
ASTM C1396/C1396M (2011) Standard Specification for Gypsum Board
ASTM C1629/C1629M (2006; R 2011) Standard Classification for Abuse-Resistant Nondecorated Interior Gypsum Panel Products and Fiber-Reinforced Cement Panels
ASTM C475/C475M (2002; R 2007) Joint Compound and Joint Tape for Finishing Gypsum Board
ASTM C514 (2004; R 2009e1) Standard Specification for Nails for the Application of Gypsum Board
ASTM C840 (2011) Application and Finishing of Gypsum Board
ASTM C954 (2011) Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from
0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness
SECTION 09 29 00 Page 1
ASTM D1037 (2006a) Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
ASTM D1149 (2007) Standard Test Method for Rubber Deterioration - Surface Ozone Cracking in a Chamber
ASTM D226/D226M (2009) Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing
ASTM D2394 (2005; R 2011) Simulated Service Testing of Wood and Wood-Base Finish Flooring
ASTM D412 (2006ae2) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension
ASTM D5420 (2010) Impact Resistance of Flat, Rigid Plastic Specimen by Means of a Strike Impacted by a Falling Weight (Gardner Impact)
ASTM D624 (2000; R 2012) Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
ASTM E2129 (2010) Standard Practice for Data Collection for Sustainability Assessment of Building Products
ASTM E695 (2003; R 2009) Measuring Relative Resistance of Wall, Floor, and Roof Construction to Impact Loading
ASTM E84 (2012) Standard Test Method for Surface Burning Characteristics of Building Materials
GREENGUARD ENVIRONMENTAL INSTITUTE (GEI)
GEI Greenguard Standards for Low Emitting Products
GYPSUM ASSOCIATION (GA)
GA 214 (2010) Recommended Levels of Gypsum Board Finish
GA 216 (2010) Application and Finishing of Gypsum Panel Products
GA 253 (2007) Application of Gypsum Sheathing
GA 600 (2009) Fire Resistance Design Manual
SCIENTIFIC CERTIFICATION SYSTEMS (SCS)
SCS Scientific Certification Systems
SECTION 09 29 00 Page 2
(SCS)Indoor Advantage
U.S. GREEN BUILDING COUNCIL (USGBC)
LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System
UNDERWRITERS LABORATORIES (UL)
UL Fire Resistance (2012) Fire Resistance Directory
1.2 SUBMITTALS
Government approval is required for submittals with a "GA" designation;
submittals not having a "GA" designation are for information only. When used, a designation following the "GA" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 50 SUBMITTAL PROCEDURES:
SD-03 Product Data
Cementitious backer units
Water-Resistant Gypsum Backing Board
Glass Mat Covered or Reinforced Gypsum Sheathing
Glass Mat Covered or Reinforced Gypsum Sheathing Sealant
Impact Resistant Gypsum Board
Accessories
Submit for each type of gypsum board and for cementitious backer units.
Certification
Gypsum Board; (LEED NC)
Submit documentation indicating percentage of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dollar value of products included in project.
Adhesives; (LEED NC) Joint Treatment Materials
Submit manufacturer's product data, indicating VOC content.
Local/Regional Materials; (LEED NC)
Documentation indicating distance between manufacturing facility and the project site. Indicate distance of raw material origin from the project site. Indicate relative dollar value of local/regional materials to total dollar value of products
SECTION 09 29 00 Page 3 included in project.
Environmental Data
SD-07 Certificates
Asbestos Free Materials
Certify that gypsum board types, gypsum backing board types, cementitious backer units, and joint treating materials do not contain asbestos.
SD-08 Manufacturer's Instructions
Material Safety Data Sheets
SD-10 Operation and Maintenance Data
Manufacturer maintenance instructions
Waste Management
SD-11 Closeout Submittals
Local/Regional Materials; (LEED)
LEED documentation relative to local/regional materials credit in accordance with LEED Reference Guide. Include in LEED Documentation Notebook.
Gypsum Board; (LEED)
LEED documentation relative to recycled content credit in accordance with LEED Reference Guide. Include in LEED Documentation Notebook.
Adhesives; (LEED)
LEED documentation relative to low emitting materials credit in accordance with LEED Reference Guide. Include in LEED Documentation Notebook.
1.3 SUSTAINABLE DESIGN CERTIFICATION
Product shall be third party certified by GEI Greenguard Indoor Air Quality Certified, SCS Scientific Certification Systems Indoor Advantage or equal.
Certification shall be performed annually and shall be current.
1.4 DELIVERY, STORAGE, AND HANDLING
1.4.1 Delivery
Deliver materials in the original packages, containers, or bundles with
SECTION 09 29 00 Page 4 each bearing the brand name, applicable standard designation, and name of manufacturer, or supplier.
1.4.2 Storage
Keep materials dry by storing inside a sheltered building. Where necessary to store gypsum board and cementitious backer units outside, store off the ground, properly supported on a level platform, and protected from direct exposure to rain, snow, sunlight, and other extreme weather conditions.
Provide adequate ventilation to prevent condensation. Store per manufacturer's recommendations for allowable temperature and humidity range. Gypsum wallboard shall not be stored with materials which have high emissions of volatile organic compounds (VOCs) or other contaminants, including adhesives, sealants, and wood finishes. Do not store panels near materials that may offgas or emit harmful fumes, such as kerosene heaters, fresh paint, or adhesives.
1.4.3 Handling
Neatly stack gypsum board and cementitious backer units flat to prevent sagging or damage to the edges, ends, and surfaces.
1.5 ENVIRONMENTAL CONDITIONS
1.5.1 Temperature
Maintain a uniform temperature of not less than 50 degrees F in the structure for at least 48 hours prior to, during, and following the application of gypsum board, cementitious backer units, and joint treatment materials, or the bonding of adhesives.
1.5.2 Exposure to Weather
Protect gypsum board and cementitious backer unit products from direct exposure to rain, snow, sunlight, and other extreme weather conditions.
1.5.3 Temporary Ventilation
Provide temporary ventilation for work of this section.
1.6 SUSTAINABLE DESIGN REQUIREMENTS
1.6.1 Local/Regional Materials
Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 500 mile radius from the project site, if available from a minimum of three sources.See Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total local material requirements. Gypsum board materials may be locally available.
1.6.2 Environmental Data
Submit Table 1 of ASTM E2129 for the following products: cementious backer units; reinforced gypsum sheathing.
1.7 QUALIFICATIONS
Furnish type of gypsum board work specialized by the installer with a minimum of 3 years of documented successful experience.
SECTION 09 29 00 Page 5
1.8 SCHEDULING
The gypsum wallboard shall be taped, spackled and primed before the installation of the highly-emitting materials, including wood chair rail.
The gypsum wallboard shall be installed after the installation and ventilation period of the highly-emitting materials, including adhesives, sealants, and floor/ceiling finishes.
PART 2 PRODUCTS
2.1 MATERIALS
Conform to specifications, standards and requirements specified. Provide gypsum board types, gypsum backing board types, cementitious backing units, and joint treating materials manufactured from asbestos free materials only.
Submit Material Safety Data Sheets and manufacturer maintenance instructions for gypsum materials including adhesives.
2.1.1 Gypsum Board
ASTM C1396/C1396M. See Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total recycled content requirements. Gypsum board may contain post-consumer or post-industrial recycled content.
2.1.1.1 Type X (Special Fire-Resistant)
48 inch wide, 5/8 inch thick, tapered, and tapered and featured edges in corridors.
2.1.2 Gypsum Backing Board
ASTM C1396/C1396M, gypsum backing board shall be used as a base in a multilayer system.
2.1.2.1 Regular
48 inch wide, 5/8 inch thick, square edges.2.1.2.2 Type X (Special Fire-Resistant)
48 inch wide, 1/2 or 5/8 inch thick, square edges.
2.1.3 Glass Mat Covered or Reinforced Gypsum Sheathing
Exceeds physical properties of ASTM C1396/C1396M and ASTM C1177/C1177M.
Provide 5/8 inch, gypsum sheathing. Provide gypsum board of with a noncombustible water-resistant core, with glass mat surfaces embedded to the gypsum core or reinforcing embedded throughout the gypsum core. Warrant gypsum sheathing board for at least twelve months against delamination due to direct weather exposure. Provide continuous, asphalt impregnated, building felt to cover exterior face of sheathing. Seal all joints, seams, and penetrations with compatible sealant.
2.1.3.1 Glass Mat Covered or Reinforced Gypsum Sheathing Sealant
Provide sealant compatible with gypsum sheathing, rubber washers for masonry veneer anchors, and other associated cavity wall components such as anchors and through wall flashing. Provide sealants for gypsum sheathing board edge seams and veneer anchor penetrations recommended by the gypsum
SECTION 09 29 00 Page 6 sheathing manufacturer and have the following performance requirements:
a. ASTM D412: Tensile Strength, 80 psi
b. ASTM D412: Ultimate Tensile Strength (maximum elongation), 170 psi
c. ASTM D624: Tear Strength, dieB, 27 ppi
d. ASTM D1149: Joint Movement Capability after 14 Days cure, plus or minus
50 percent.
2.1.4 Impact Resistant Gypsum Board
48 inchwide, 5/8 inch thick, tapered edges.
Reinforced gypsum panel with imbedded fiber mesh or lexan backing testing in accordance with the following tests. Hard body impact test must attain a Level 2 performance in accordance with ASTM C1629/C1629M. Provide fasteners that meet manufacturer requirements and specifications stated within this section. Impact resistant gypsum board, when tested in accordance with ASTM E84, have a flame spread rating of 25 or less and a smoke developed rating of 450 or less for Class A interior walls (corridors, lobbies and exits) and a flame spread rating of 75 or less and a smoke developed rating of 450 or less for Class B (all other areas).
2.1.4.1 Structural Failure Test
ASTM E695 or ASTM D2394 for structural failure (drop penetration). ASTM E695 using a 60 lb sand filled leather bag, resisting no less than 300 ft. lb.
cumulative impact energy before failure or ASTM D2394 using 5.5 inch hemispherical projectile resisting no less than 264 ft. lb. before failure. Provide test specimen stud spacing a minimum 16 inch on center.
2.1.4.2 Indentation Test
ASTM D5420 or ASTM D1037 for indentation resistance. ASTM D5420 using a 32 oz weight with a 5/8 inch hemispherical impacting head dropped once 3 feet creating not more than 0.137 inch indentation or ASTM D1037 using no less than 470 lb weight applied to the 0.438 inch diameter ball to create not more than a 0.0197 inch indentation depth.
2.1.5 Cementitious Backer Units
In accordance with the Tile Council of America (TCA) Handbook.
2.1.6 Joint Treatment Materials
ASTM C475/C475M. Use all purpose joint and texturing compound containing inert fillers and natural binders, including lime compound. Pre-mixed compounds shall be free of antifreeze, vinyl adhesives, preservatives, biocides and other slow releasing compounds.
2.1.6.1 Embedding Compound
Specifically formulated and manufactured for use in embedding tape at gypsum board joints and compatible with tape, substrate and fasteners.
2.1.6.2 Finishing or Topping Compound
Specifically formulated and manufactured for use as a finishing compound.
SECTION 09 29 00 Page 7
2.1.6.3 All-Purpose Compound
Specifically formulated and manufactured to serve as both a taping and a finishing compound and compatible with tape, substrate and fasteners.
2.1.6.4 Setting or Hardening Type Compound
Specifically formulated and manufactured for use with fiber glass mesh tape.
2.1.6.5 Joint Tape
Use cross-laminated, tapered edge, reinforced paper, or fiber glass mesh tape recommended by the manufacturer.
2.1.7 Fasteners
2.1.7.1 Nails
ASTM C514.
2.1.7.2 Screws
ASTM C1002, Type "G", Type "S" or Type "W" steel drill screws for fastening gypsum board to gypsum board, wood framing members and steel framing members less than 0.033 inch thick. ASTM C954 steel drill screws for fastening gypsum board to steel framing members 0.033 to 0.112 inch thick.
Provide cementitious backer unit screws with a polymer coating.
2.1.7.3 Staples
No. 16 USS gageflattened galvanized wire staples with 7/16 inch wide crown outside measurement and divergent point for base ply of two-ply gypsum board application. Use as follows:
Length of Legs Thickness of Gypsum Board
1-1/8 inches 1/2 inch
1-1/4 inches 5/8 inch
2.1.8 Adhesives
Do not use adhesive containing benzene, carbon tetrachloride, or trichloroethylene. Adhesive must meet the requirements of LEED low emitting materials credit.
2.1.8.1 Adhesive for Fastening Gypsum Board to Metal Framing
Type recommended by gypsum board manufacturer.
2.1.9 Gypsum Studs
Provide one inch minimum thickness and 6 inch minimum width. Studs may be of one inch thick gypsum board or multilayers fastened to required thickness. Conform to ASTM C1396/C1396M for material.
SECTION 09 29 00 Page 8
2.1.10 Shaftwall Liner Panel
ASTM C1396/C1396M. Conform to the UL Fire Resistance for the Design Numbers(s) indicated for shaftwall liner panels. Manufacture liner panel for cavity shaftwall system, with water-resistant paper faces, bevel edges, single lengths to fit required conditions, 1" thick, by 24" wide.
2.1.11 Accessories
ASTM C1047. Fabricate from corrosion protected steel or plastic designed for intended use. Accessories manufactured with paper flanges are not acceptable. Flanges shall be free of dirt, grease, and other materials that may adversely affect bond of joint treatment. Provide prefinished or job decorated materials.
2.1.12 Asphalt Impregnated Building Felt
Provide a 15 lb asphalt moisture barrier over gypsum sheathing. Conforming to ASTM D226/D226M Type 1 (No. 15) for asphalt impregnated building felt.
2.1.13 Water
Provide clean, fresh, and potable water.
PART 3 EXECUTION
3.1 EXAMINATION
3.1.1 Framing and Furring
Verify that framing and furring are securely attached and of sizes and spacing to provide a suitable substrate to receive gypsum board and cementitious backer units. Verify that all blocking, headers and supports are in place to support plumbing fixtures and to receive soap dishes, grab bars, towel racks, and similar items. Do not proceed with work until framing and furring are acceptable for application of gypsum board and cementitious backer units.
3.1.2 Gypsum Board
Verify that surfaces of gypsum board to be bonded with an adhesive are free of dust, dirt, grease, and any other foreign matter. Do not proceed with work until surfaces are acceptable for application of gypsum board with adhesive.
3.1.3 Masonry Walls
Verify that surfaces of masonry walls to receive gypsum board applied with adhesive are dry, free of dust, oil, form release agents, protrusions and voids, and any other foreign matter. Do not proceed with work until surfaces are acceptable for application of gypsum board with adhesive.
3.2 APPLICATION OF GYPSUM BOARD
Apply gypsum board to framing and furring members in accordance with ASTM C840 or GA 216 and the requirements specified. Apply gypsum board with separate panels in moderate contact; do not force in place. Stagger end joints of adjoining panels. Neatly fit abutting end and edge joints.
Use gypsum board of maximum practical length; select panel sizes to
SECTION 09 29 00 Page 9 minimize waste. Cut out gypsum board to make neat, close, and tight joints around openings. In vertical application of gypsum board, provide panels in lengths required to reach full height of vertical surfaces in one continuous piece. Lay out panels to minimize waste; reuse cutoffs whenever feasible. Surfaces of gypsum board and substrate members may be bonded together with an adhesive, except where prohibited by fire rating(s).
Treat edges of cutouts for plumbing pipes, screwheads, and joints with water-resistant compound as recommended by the gypsum board manufacturer.
Minimize framing by floating corners with single studs and drywall clips.
Install 5/8 inch gypsum ceiling board over framing at 24 inches on center.
Provide type of gypsum board for use in each system specified herein as indicated.
3.2.1 Application of Gypsum Board to Steel Framing and Furring
Apply in accordance with ASTM C840, System VIII or GA 216.
3.2.2 Glass Mat Covered or Fiber Reinforced Gypsum Sheathing
Apply gypsum sheathing in accordance to gypsum association publications GA 253. Follow gypsum sheathing manufacturer's requirements of design details for joints and fasteners and be properly installed to protect the substrate from moisture intrusion. Do not leave exposed surfaces of the gypsum sheathing beyond the manufacturer's recommendation without a weather barrier cladding. Provide continuous asphalt impregnated building felt over sheathing surface in shingle fashion with edges and ends lapped a minimum of 6 inch. Property flash the openings. Seal all joints, seams, and penetrations with a compatible silicone sealant.
3.2.3 Control Joints
Install expansion and contraction joints in ceilings and walls in accordance with ASTM C840, System XIII or GA 216. Fill control joints between studs in fire-rated construction with firesafing insulation to match the fire-rating of construction.
3.2.4 Application of Impact Resistant Gypsum Board
Apply in accordance with applicable system of ASTM C840 as specified or GA 216. Follow manufacturers written instructions on how to cut, drill and attach board.
3.3 APPLICATION OF CEMENTITIOUS BACKER UNITS
3.3.1 Application
In wet areas (tubs, shower enclosures, saunas, steam rooms, gang shower rooms), apply cementitious backer units in accordance with ANSI A108.11.
Place a 15 lb asphalt impregnated, continuous felt paper membrane behind cementitious backer units, between backer units and studs or base layer of gypsum board. Place membrane with a minimum 6 inch overlap of sheets laid shingle style.
3.3.2 Joint Treatment
ANSI A108.11.
SECTION 09 29 00 Page 10
3.4 FINISHING OF GYPSUM BOARD
Tape and finish gypsum board in accordance with ASTM C840, GA 214 and GA 216.
Finish plenum areas above ceilings to Level 1 in accordance with GA 214.
Finish water resistant gypsum backing board, ASTM C1396/C1396M, to receive ceramic tile to Level 2 in accordance with GA 214. Finish walls and ceilings to receive a heavy-grade wall covering or heave textured finish before painting to Level 3 in accordance with GA 214. Finish walls and ceilings without critical lighting to receive flat paints, light textures, or wall coverings to Level 4 in accordance with GA 214. Unless otherwise specified, finish all gypsum board walls, partitions and ceilings to Level 5 in accordance with GA 214. Provide joint, fastener depression, and corner treatment. Tool joints as smoothly as possible to minimize sanding and dust. Do not use fiber glass mesh tape with conventional drying type joint compounds; use setting or hardening type compounds only. Provide treatment for water-resistant gypsum board as recommended by the gypsum board manufacturer. Protect workers, building occupants, and HVAC systems from gypsum dust.
3.4.1 Uniform Surface
Wherever gypsum board is to receive eggshell, semigloss or gloss paint finish, or where severe, up or down lighting conditions occur, finish gypsum wall surface in accordance to GA 214 Level 5. In accordance with GA 214 Level 5, apply a thin skim coat of joint compound to the entire gypsum board surface, after the two-coat joint and fastener treatment is complete and dry.
3.5 SEALING
Seal openings around pipes, fixtures, and other items projecting through gypsum board and cementitious backer units as specified in Section 07 92 00 JOINT SEALANTS Apply material with exposed surface flush with gypsum board or cementitious backer units.
3.5.1 Sealing for Glass Mat or Reinforced Gypsum Board Sheathing
Apply silicone sealant in a 3/8 inch bead to all joints and trowel flat.
Apply enough of the same sealant to all fasteners penetrating through the glass mat gypsum board surface to completely cover the penetration when troweled flat. Do not place construction and materials behind sheathing until a visual inspection of sealed joints during daylight hours has been completed by Contracting Officer.
3.6 FIRE-RESISTANT ASSEMBLIES
Wherever fire-rated construction is indicated, provide materials and application methods, including types and spacing of fasteners, wall and ceiling framing in accordance with the specifications contained in UL Fire Resistance for the Design Number(s) indicated, or GA 600 for the File Number(s) indicated. Joints of fire-rated gypsum board enclosures shall be closed and sealed in accordance with UL test requirements or GA requirements. Seal penetrations through rated partitions and ceilings tight in accordance with tested systems.
3.7 PATCHING
Patch surface defects in gypsum board to a smooth, uniform appearance, ready to receive finishes.
SECTION 09 29 00 Page 11
3.8 SHAFTWALL FRAMING
Install the shaftwall system in accordance with the system manufacturer's published instructions. Coordinate bucks, anchors, blocking and other items placed in or behind shaftwall framing with electrical and mechanical work. Patch or replace fireproofing materials which are damaged or removed during shaftwall construction.
3.9 WASTE MANAGEMENT
As specified in Waste Management Plan and as follows. Separate clean waste gypsum products from contaminants. Do not include wood, plastic, metal, asphalt-impregnated gypsum board, or any gypsum board coated with glass fiber, vinyl, decorative paper, or other finish. Place in designated area and protect from moisture and contamination. Coordinate with Section
01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.
Identify manufacturer's policy for collection or return of remaining construction scrap, unused material, demolition scrap, and packaging material. Institute demolition and construction recycling to take advantage of manufacturer's programs. When such a service is not available, seek local recyclers to reclaim the materials.
SECTION 09 29 00 Page 12
SECTION 09 30 00
CERAMIC, MOSAIC AND PORCELAIN TILE
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.
ASTM INTERNATIONAL (ASTM)
ASTM C 1026 (1987; R 2002) Standard Test Method for Measuring the Resistance of Ceramic Tile to Freeze-Thaw Cycling
ASTM C 1027 (1999; R 2004) Standard Test Method for Determining Visible Abrasion Resistance of Glazed Ceramic Tile
ASTM C 1028 (2007) Standard Test Method for Determining the Static Coefficient of Friction of Ceramic Tile and Other Like Surfaces by the Horizontal Dynamometer Pull-Meter Method
ASTM C 373 (1988; R 2006) Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products
ASTM C 482 (2002) Bond Strength of Ceramic Tile to Portland Cement
ASTM C 501 (1984; R 2002) Relative Resistance to Wear of Unglazed Ceramic Tile by the Taber Abraser
ASTM C 648 (2004) Breaking Strength of Ceramic Tile
TILE COUNCIL OF AMERICA (TCA)
TCA Hdbk (2010) Handbook for Ceramic Tile Installation
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 "GA" designation;
SECTION 09 30 00 Page 1 submittals not having a "GA" designation are for information only. When used, a designation following the "GA" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 50 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Detail Drawings; GA, NAO A/E
Drawings showing ceramic tile and quarry tile pattern interior elevations and enlarged floor pattern plans.
SD-03 Product Data
Tile;
Setting-Bed Mortar, Grout, and Adhesive
Manufacturer's catalog data and preprinted installation and cleaning instructions.
SD-04 Samples
Tile; GA, NAO A/E
Marble Thresholds; G, NAO A/EA Grout; GA, NAO A/E
Samples of sufficient size to show color range, pattern, type and joints.
SD-07 Certificates
Tile;
Mortar, Grout, and Adhesive;
Certificates indicating conformance with specified requirements. Furnish a master grade certificate for tile.
SD-11 Closeout Submittals
Local/Regional Materials; FIO (LEED)
LEED documentation relative to local/regional materials credit in accordance with LEED Reference Guide. Include in LEED Documentation Notebook.
Tile; FIO (LEED)
LEED documentation relative to recycled content credit in accordance with LEED Reference Guide. Include in LEED Documentation Notebook.
Adhesives; FIO (LEED)
LEED documentation relative to low-emitting materials credit in
SECTION 09 30 00 Page 2 accordance with LEED Reference Guide. Include in LEED Documentation Notebook.
1.3 DELIVERY AND STORAGE
Deliver materials to the project site in manufacturer's original unopened containers with seals unbroken and labels and hallmarks intact. Protect materials from weather, and stored under cover in accordance with manufacturer's printed instructions.
1.4 ENVIRONMENTAL REQUIREMENTS
b. Do not perform ceramic tile work unless the substrate and ambient temperature is at least 50 degrees F and rising. Maintain temperature above 50 degrees F while the work is being performed and for at least 7 days after completion of the work. When temporary heaters are used, ventilate the area to the outside to avoid carbon dioxide damage to new tilework.
1.5 SUSTAINABLE DESIGN REQUIREMENTS
1.5.1 Local/Regional Materials
Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 500 mile radius from the project site, if available from a minimum of three sources. See Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total local material requirements. Tile materials may be locally available.
1.6 WARRANTY
Provide manufacturer's standard performance guarantees or warranties that extend beyond a 1-year period.
1.7 EXTRA STOCK
Supply an extra two percent of each type tile used in unopened, clean, and marked cartons.
1.8 DETAIL DRAWINGS
Dimension and draw detail drawings at a minimum scale of 1/4 inch = 1 foot.
Include drawings of pattern at inside corners, outside corners, termination points and location of all equipment items such as thermostats, switch plates, mirrors and toilet accessories mounted on surface.
PART 2 PRODUCTS
2.1 TILE
Conform to TCA Hdbk for standard grade tile. Provide grade sealed containers. Mark seals with the marks on the signed master grade certificate. Provide an impact resistant tile with a minimum floor breaking strength for wall tile of 90 pound and for floor tile of 250 pound in accordance with ASTM C 648. The manufacturer will provide a frost resistant rating for tile used in cold climate projects as determined by ASTM C 1026. Provide a .10 maximum percent water absorption in accordance with ASTM C 373. Provide a minimum coefficient of friction of .8 wet and
SECTION 09 30 00 Page 3 dry in accordance with ASTM C 1028. Identify floor tile as Class III-Medium Heavy Traffic, durability classification as rated by the manufacturer when tested in accordance with ASTM C 1027 for abrasion resistance as related to foot traffic. Coordinate the color as indicated on the drawingsSee Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total recycled content requirements. Tile may contain post-consumer or post-industrial recycled content.
2.1.1 Mosaic Tile
ceramic mosaic tileProvide tile size2 by 2 inchCoordinate color as indicated on the drawings.
2.1.2 Porcelain Tile
Furnish an unglazed porcelain tile and trim with the color extending uniformly through the body of the tile. Provide nominal size of 12 by 12 by 3/8 inch thick. Criteria for tile to meet or exceed is as follows: 20% recycled content, abrasive wear in accordance with ASTM C 501, and bonding strength in accordance with ASTM C 482. Comply with 36 CFR 1191 for coefficient of friction for interior tiled floors. Coordinate color as indicated on the drawings.
2.1.3 Glazed Wall Tile
Provide glazed wall tile with cushioned edges and trim edged with lead-free matte finish. Ceramic tile shall contain a minimum of 31.8% pre-consumer recycled content. Provide tile 4-1/4 by 4-1/4 inch. Coordinate color as indicated on the drawings.
2.2 MORTAR, GROUT, AND ADHESIVE
Interior adhesives, sealants, primers and sealants used as filler must meet the requirements of LEED low emitting materials credit. Conform to the following for mortar, grout, adhesive, and sealant:
2.2.1 Latex-Portland Cement Mortar
TCA Hdbk.
2.2.2 Epoxy Resin Grout
TCA Hdbk.
2.2.3 Glass Mat Water Resistant Gypsum Backer Board
Provide backer board, for use as tile substrate over metal studs.
2.3 MARBLE THRESHOLDS
Provide marble thresholds of size required by drawings or conditions.
Categorize marble Group A as classified by MIA Design Manual. Provide a fine sand-rubbed finish marble with white in color as approved by the Contracting Officer. Provide minimum 12.0 marble abrasion when tested in accordance with ASTM C 241.
SECTION 09 30 00 Page 4
PART 3 EXECUTION
3.1 PREPARATORY WORK AND WORKMANSHIP
Inspect surface to receive tile in conformance to the requirements of TCA Hdbk for surface conditions for the type setting bed specified and for workmanship. Provide variations of tiled surfaces that fall within maximum values shown below:
TYPE WALLS FLOORS
Latex Portland Cement Mortar 1/8 inch in 8 ft. 1/8 inch in 10 ft.
Epoxy 1/8 inch in 8 ft. 1/8 inch in 10 ft.
3.2 GENERAL INSTALLATION REQUIREMENTS
Do not start tile work until roughing in for mechanical and electrical work has been completed and tested, and built-in items requiring membrane waterproofing have been installed and tested. Do not start floor tile installation in spaces requiring wall tile until after wall tile has been installed. Apply tile in colors and patterns indicated in the area shown on the drawings. Install tile with the respective surfaces in true even planes to the elevations and grades shown. Provide special shapes as required for sills, jambs, recesses, offsets, external corners, and other conditions to provide a complete and neatly finished installation. Solidly back tile bases and coves with mortar.
3.3 INSTALLATION OF WALL TILE
Install wall tile in accordance with the TCA Hdbk, method W243 and W244-C.
3.3.1 Latex-Portland Cement Mortar
Use Latex-Portland Cement to install tile in accordance with TCA Hdbk. Use Latex Portland Cement when installing porcelain ceramic tile.
3.4 INSTALLATION OF FLOOR TILE
a. Install floor tile in accordance with TCA Hdbk method F132-09. Shall be used in areas where slabs are depressed for mud set installation.
b. Install floor tile in accordance with TCA Handbook F131-09 for areas where floor tile is intended to set in a "thin set" installation method.
3.5 INSTALLATION OF MARBLE THRESHOLDS
Install thresholds where indicated, in a manner similar to that of the ceramic tile floor. Provide thresholds full width of the opening. Install head joints at ends not exceeding 1/4 inch in width and grouted full.
3.6 EXPANSION JOINTS
Form and seal joints as specified in Section 07 92 00JOINT SEALANTS.
3.6.1 Walls
Provide expansion joints at control joints in backing material. Wherever backing material changes, install an expansion joint to separate the different materials.
SECTION 09 30 00 Page 5
3.6.2 Floors
Provide expansion joints over construction joints, control joints, and expansion joints in concrete slabs. Extend expansion joints through setting-beds and fill.
3.7 CLEANING AND PROTECTING
Upon completion, thoroughly clean tile surfaces in accordance with manufacturer's approved cleaning instructions. Do not use acid for cleaning glazed tile. Clean floor tile with resinous grout or with factory mixed grout in accordance with printed instructions of the grout manufacturer. After the grout has set, provide a protective coat of a noncorrosive soap or other approved method of protection for tile wall surfaces. Cover tiled floor areas with building paper before foot traffic is permitted over the finished tile floors. Provide board walkways on tiled floors that are to be continuously used as passageways by workmen.
Replace damaged or defective tiles.
3.8 WASTE MANAGEMENT
Separate waste, including metal and cardboard, in accordance with the Waste Management Plan and recycle or reuse. Place materials defined as hazardous or toxic waste, including used sealant and adhesive tubes and containers, in designated containers and areas. Close and seal tightly partly used sealant and adhesive containers and store in protected, well-ventilated, fire-safe area at moderate temperature. Place materials defined as hazardous or toxic waste, including used sealant and adhesive tubes and containers, in designated containers and areas and dispose of properly.
SECTION 09 30 00 Page 6
SECTION 09 51 00
ACOUSTICAL CEILINGS
10/07
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.
ASTM INTERNATIONAL (ASTM)
ASTM A 1008/A 1008M (2007a) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardened
ASTM A 580/A 580M (2006) Standard Specification for Stainless Steel Wire
ASTM A 641/A 641M (2003) Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire
ASTM A 653/A 653M (2009) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
ASTM B 633 (2007) Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel
ASTM C 423 (2008) Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method
ASTM C 635/C 635M (2007) Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings
ASTM C 636/C 636M (2006) Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels
ASTM C 834 (2005) Latex Sealants
ASTM E 1264 (1998; R 2005) Acoustical Ceiling Products
ASTM E 1414 (2006) Airborne Sound Attenuation Between Rooms Sharing a Common Ceiling Plenum
ASTM E 1477 (1998a; R 2003) Luminous Reflectance Factor of Acoustical Materials by Use of
SECTION 09 51 00 Page 1
Integrating-Sphere Reflectometers
ASTM E 580/E 580M (2006) Application of Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels in Areas Requiring Moderate…
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