Repair Building 113 Spec. Volume 2.pdf
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- B113 Solicitation Federal contract opportunity
- Solicitation number
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This document is a solicitation for repair work on Building 113 at McGhee Tyson Air National Guard Base in Tennessee. The Army National Guard is seeking bids to repair Building 113 for fuel cell use. The solicitation includes one option to demolish Buildings 110 and 111. Bids are due by March 15, 2022. The specifications volume provides requirements for general construction items, concrete, masonry, metals, wood, thermal and moisture protection, openings, finishes, specialties, fire suppression, plumbing, HVAC, electrical, electronic safety and security, earthwork, and utilities. The specifications cover surface preparation, coatings, sealants, and non-skid flooring systems.
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Text version
100% REVISED DESIGN SUBMITTAL
Specifications Vol 2 of 2
Repair Building 113 for Fuel Cell
McGhee Tyson ANGB, Tennessee
PSXE152020
W9133L-15-D-0001-W912L718FYX01
Prepared For:
Prepared By:
3500 Parkway Lane, Suite 500
Peachtree Corners, Georgia 30092 678.336.7740 www.pondco.com
March 15, 2022 Pond Project No. 1190113
Tennessee Air National Guard
134th Air Refueling Wing
McGhee Tyson ANGB
Repair Building 113 for Fuel Cell 100% Revised Submittal
THIS PAGE INTENTIONALLY LEFT BLANK
Repair Building 113 For Fuel Cell 100% Revised Submittal
PSXE152020
Architect Mechanical Electrical
Civil Structural Fire Protection
PROJECT TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 20 00.00 20 PRICE AND PAYMENT PROCEDURES
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 33 29 SUSTAINABILITY REPORTING
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 QUALITY CONTROL
01 45 35 SPECIAL INSPECTIONS
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
DI VI SI ON 02 - EXI STI NG CONDI TI ONS
02 41 00 DEMOLITION
02 83 00 LEAD REMEDIATION
DI VI SI ON 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
DI VI SI ON 04 - MASONRY
04 20 00 MASONRY
DI VI SI ON 05 - METALS
05 12 00 STRUCTURAL STEEL
05 30 00 STEEL DECKS
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 52 00 METAL RAILINGS
DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES
06 10 00 ROUGH CARPENTRY
06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK
06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS
DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON
07 21 16 MINERAL FIBER BLANKET INSULATION
07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS, VAPOR IMPERMEABLE
07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING
07 60 00 FLASHING AND SHEET METAL
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DI VI SI ON 08 - OPENI NGS
08 11 13 STEEL DOORS AND FRAMES
PROJECT TABLE OF CONTENTS Page 1
08 14 00 WOOD DOORS
08 33 23 OVERHEAD COILING DOORS
08 34 16.10 STEEL SLIDING HANGAR DOORS
08 71 00 DOOR HARDWARE
DI VI SI ON 09 - FI NI SHES
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 30 13 CERAMIC TILING
09 51 00 ACOUSTICAL CEILINGS
09 65 00 RESILIENT WALL BASE
09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM
09 68 00 CARPETING
09 90 00 PAINTS AND COATINGS
09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES
DI VI SI ON 10 - SPECI ALTI ES
10 28 13 TOILET ACCESSORIES
DI VI SI ON 21 - FI RE SUPPRESSI ON
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DI VI SI ON 22 - PLUMBI NG
22 00 00 PLUMBING, GENERAL PURPOSE
DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS
23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND
EQUIPMENT
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING
CONTROL SYSTEMS
23 11 25 FACILITY GAS PIPING
23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS
23 82 46.00 40 ELECTRIC UNIT HEATERS
DI VI SI ON 25 - I NTEGRATED AUTOMATI ON
25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS
25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING
25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END
AND INTEGRATION
DI VI SI ON 26 - ELECTRI CAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 51 00 INTERIOR LIGHTING
DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY
PROJECT TABLE OF CONTENTS Page 2
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DI VI SI ON 31 - EARTHWORK
31 00 00 EARTHWORK
DI VI SI ON 33 - UTI LI TI ES
33 11 00 WATER UTILITY DISTRIBUTION PIPING
33 30 00 SANITARY SEWERAGE
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 3
PROJECT TABLE OF CONTENTS Page 4
SECTION 09 22 00
SUPPORTS FOR PLASTER AND 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.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
AISC 341 (2012) Seismic Provisions for Structural Steel Buildings
ASTM INTERNATIONAL (ASTM)
ASTM A463/A463M (2010) Standard Specification for Steel Sheet, Aluminum-Coated, by the Hot-Dip Process
ASTM A653/A653M (2015; E 2016) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process
ASTM C645 (2014; E 2015) Nonstructural Steel Framing Members
ASTM C754 (2015) Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products
UNDERWRITERS LABORATORIES (UL)
UL Fire Resistance (2014) Fire Resistance Directory
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval.for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Metal support systems ; G
Submit for the erection of metal framing, furring, and ceiling suspension systems. Indicate materials, sizes, thicknesses, and fastenings.
SECTION 09 22 00 Page 1
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.
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. Provide support systems and attachments per AISC 341 UFC 3-310-04, "Seismic Design for Buildings" in seismic zones.
2.1.1 Materials for Attachment of Gypsum Wallboard
2.1.1.1 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.
2.1.1.2 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.
2.1.1.3 Z-Furring Channels with Wall Insulation
Not lighter than 26 gage galvanized steel, Z-shaped, with 1-1/4 inch and 3/4 inch flanges depth as required by the insulation thickness provided.
PART 3 EXECUTION
3.1 INSTALLATION
3.1.1 Systems for Attachment of Gypsum Wallboard
3.1.1.1 Non-loadbearing Wall Framing and Furring
ASTM C754, except as indicated otherwise.
3.1.1.2 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) of the fire resistance rating indicated.
3.1.1.3 Z-Furring Channels with Wall Insulation
Install Z-furring channels vertically spaced not more than 24 inches o.c.
Locate Z-furring channels at interior and exterior corners in accordance
SECTION 09 22 00 Page 2 with manufacturer's printed erection instructions. Fasten furring channels to walls with powder-driven fasteners or hardened concrete steel nails through narrow flange of channel. Space fasteners not more than 24 inches o.c.
3.2 ERECTION TOLERANCES
Provide framing members which will be covered by finish materials such as wallboard, plaster, 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
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.
-- End of Section --
SECTION 09 22 00 Page 3
SECTION 09 22 00 Page 4
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 (2014) 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 (2014a) Standard Specification for Accessories for Gypsum Wallboard and Gypsum Veneer Base
ASTM C1177/C1177M (2013) Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing
ASTM C1178/C1178M (2013) Standard Specification for Glass Mat Water-Resistant Gypsum Backing Panel
ASTM C1396/C1396M (2014a) Standard Specification for Gypsum Board
ASTM C475/C475M (2012; E 2014) Joint Compound and Joint Tape for Finishing Gypsum Board
ASTM C840 (2013) 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
ASTM D1149 (2007; R 2012) Standard Test Method for Rubber Deterioration - Surface Ozone Cracking in a Chamber
ASTM D412 (2006a; R 2013) Standard Test Methods for Vulcanized Rubber and Thermoplastic
SECTION 09 29 00 Page 1
Elastomers - Tension
ASTM D624 (2000; R 2012) Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
GYPSUM ASSOCIATION (GA)
GA 214 (2010) Recommended Levels of Gypsum Board Finish
GA 216 (2010) Application and Finishing of Gypsum Panel Products
GA 253 (2012) Application of Gypsum Sheathing
SCIENTIFIC CERTIFICATION SYSTEMS (SCS)
SCS Scientific Certification Systems (SCS)Indoor Advantage
UL ENVIRONMENT (ULE)
ULE Greenguard UL Greenguard Certification Program
UNDERWRITERS LABORATORIES (UL)
UL Fire Resistance (2014) Fire Resistance Directory
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-03 Product Data
Cementitious backer units
Glass Mat Water-Resistant Gypsum Tile Backing Board
Water-Resistant Gypsum Backing Board
Glass Mat Covered or Reinforced Gypsum Sheathing
Glass Mat Covered or Reinforced Gypsum Sheathing Sealant
Accessories
Submit for each type of gypsum board and for cementitious backer units.
Certification
Joint Treatment Materials ; G
SECTION 09 29 00 Page 2
SD-07 Certificates
Asbestos Free Materials ; G
Certify that gypsum board types, gypsum backing board types, cementitious backer units, and joint treating materials do not contain asbestos.
SD-10 Operation and Maintenance Data
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.
1.3 SUSTAINABLE DESIGN CERTIFICATION
Product shall be third party certified in accordance with ULE Greenguard , SCS Scientific Certification Systems Indoor Advantageor 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 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. 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.
SECTION 09 29 00 Page 3
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.
1.6 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.
1.7 QUALIFICATIONS
Furnish type of gypsum board work specialized by the installer with a minimum of 3 years of documented successful experience.
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.
2.1.1 Gypsum Board
ASTM C1396/C1396M . Gypsum board shall contain a minimum of 10 percent post-consumer recycled content, or a minimum of 20 percent post-industrial recycled content. 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 Regular
48 inch wide, 5/8 inch thick, tapered edges.
2.1.1.2 Type X (Special Fire-Resistant)
48 inch wide, 5/8 inch thick, tapered edges.
2.1.2 Gypsum Backing Board
ASTM C1396/C1396M , gypsum backing board shall be used as a base in a multilayer system.
SECTION 09 29 00 Page 4
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, 5/8 inch thick, square edges.
2.1.3 Regular Water-Resistant Gypsum Backing Board
ASTM C1396/C1396M
2.1.3.1 Regular
48 inch wide, 5/8 inch thick, tapered edges.
2.1.3.2 Type X (Special Fire-Resistant)
48 inch wide, 5/8 inch thick, tapered edges.
2.1.4 Glass Mat Water-Resistant Gypsum Tile Backing Board
ASTM C1178/C1178M
2.1.4.1 Regular
48 inch wide, 5/8 inch thick, square edges.
2.1.4.2 Type X (Special Fire-Resistant)
48 inch wide, 5/8 inch thick, square edges.
2.1.5 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. Seal all joints, seams, and penetrations with compatible sealant.
2.1.5.1 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 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.
2.1.6 Cementitious Backer Units
In accordance with the Tile Council of America (TCA) Handbook.
SECTION 09 29 00 Page 5
2.1.7 Joint Treatment Materials
ASTM C475/C475M. Use 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.
2.1.7.1 Embedding Compound
Specifically formulated and manufactured for use in embedding tape at gypsum board joints and compatible with tape, substrate and fasteners.
2.1.7.2 Finishing or Topping Compound
Specifically formulated and manufactured for use as a finishing compound.
2.1.7.3 All-Purpose Compound
Specifically formulated and manufactured to serve as both a taping and a finishing compound and compatible with tape, substrate and fasteners.
2.1.7.4 Setting or Hardening Type Compound
Specifically formulated and manufactured for use with fiber glass mesh tape.
2.1.7.5 Joint Tape
Use cross-laminated, tapered edge, reinforced paper, or fiber glass mesh tape recommended by the manufacturer.
2.1.8 Fasteners
2.1.8.1 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.
2.1.9 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.
2.1.10 Water
Provide clean, fresh, and potable water.
SECTION 09 29 00 Page 6
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.
3.2 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 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 not be bonded together with an adhesive. Treat edges of cutouts for plumbing pipes, screwheads, and joints with water-resistant compound as recommended by the gypsum board manufacturer. 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 Gypsum Board for Wall Tile or Tile Base Applied with Adhesive
In dry areas (areas other than tubs, shower enclosures, saunas, steam rooms, gang shower rooms), apply glass mat water-resistant gypsum tile backing board in accordance with ASTM C840, System X or GA 216 .
3.2.3 Exterior Application
Apply exterior gypsum board (such as at soffits)in accordance with ASTM C840, System XI or GA 216 .
3.2.4 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.
SECTION 09 29 00 Page 7
3.2.5 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.
3.3 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 .
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.
SECTION 09 29 00 Page 8
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, . 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.
3.8 WASTE MANAGEMENT
As specified in Waste Management Plan.
SECTION 09 29 00 Page 9
SECTION 09 29 00 Page 10
SECTION 09 30 13
CERAMIC TILING
11/13
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 A137.1 (2012) American National Standards Specifications for Ceramic Tile
ASTM INTERNATIONAL (ASTM)
ASTM A1064/A1064M (2015) Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete
ASTM C1026 (2013) Standard Test Method for Measuring the Resistance of Ceramic Tile to Freeze-Thaw Cycling
ASTM C1027 (2009) Standard Test Method for Determining Visible Abrasion Resistance of Glazed Ceramic Tile
ASTM C144 (2011) Standard Specification for Aggregate for Masonry Mortar
ASTM C150/C150M (2012) Standard Specification for Portland Cement
ASTM C206 (2014) Standard Specification for Finishing Hydrated Lime
ASTM C207 (2006; R 2011) Standard Specification for Hydrated Lime for Masonry Purposes
ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates
ASTM C373 (2014a) Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products
ASTM C648 (2004; R 2009) Breaking Strength of Ceramic Tile
ASTM C847 (2014a) Standard Specification for Metal Lath
SECTION 09 30 13 Page 1
ASTM D226/D226M (2009) Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing
ASTM D4068 (2009) Chlorinated Polyethylene Sheeting for Concealed Water-Containment Membrane
TILE COUNCIL OF NORTH AMERICA (TCNA)
TCNA Hdbk (2013) Handbook for Ceramic, Glass, and Stone Tile Installation
U.S. GREEN BUILDING COUNCIL (USGBC)
LEED BD+C (2009; R 2010) Leadership in Energy and Environmental Design(tm) Building Design and Construction (LEED-NC)
LEED GBDC Ref Guide (2009; R 2010) LEED Reference Guide for Green Building Design, Construction and Major Renovations of Commercial and Institutional Buildings including Core & Shell and K-12 Projects
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines
1.2 SUSTAINABILITY REPORTING
Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29 SUSTAINABILITY REPORTING for project LEED BD+C and LEED documentation requirements.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Detail Drawings ; G
SD-03 Product Data
Tile ; G Setting-Bed ; G Mortar, Grout, and Adhesive ; G Reinforcing Wire Fabric ; G
SECTION 09 30 13 Page 2
SD-04 Samples
Tile ; G Accessories ; GTransition Strips ; G Grout ; G
SD-07 Certificates
Tile Mortar, Grout, and Adhesive
SD-08 Manufacturer's Instructions
Maintenance Instructions
SD-10 Operation and Maintenance Data
Installation ; G
SD-11 Closeout Submittals
LEED Documentation Adhesives ; (LEED)
1.4 QUALITY ASSURANCE
Installers to be from a company specializing in performing this type of work and have a minimum of two years experience. Each type and color of tile to be provided from a single source. Each type and color of mortar, adhesive, and grout to be provided from the same source.
1.5 DELIVERY, STORAGE, AND HANDLING
Ship tiles in sealed packages and clearly marked with the grade, type of tile, producer identification, and country of origin. 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 store them under cover in accordance with manufacturer's printed instructions.
1.6 ENVIRONMENTAL REQUIREMENTS
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.
1.7 WARRANTY
Provide manufacturer's standard performance guarantees or warranties that extend beyond a 1-year period.
1.8 EXTRA MATERIALS
Supply an extra 2 percent of each type tile used in clean and marked cartons.
SECTION 09 30 13 Page 3
PART 2 PRODUCTS
2.1 TILE
Furnish tiles that comply with ANSI A137.1 and are standard grade tiles.
Provide a minimum breaking strength of 125 lbs. for wall tile and 250 lbs.
for floor tile in accordance with ASTM C648. Provide exterior building tile for cold climate projects that is approved by the manufacturer for exterior use when tested in accordance with ASTM C1026. Provide floor tiles with a wet dynamic coefficient of friction (DCOF) value of 0.42 or greater when tested in accordance with ANSI A137.1 requirements. Provide glazed floor tile with a Class IV-Commercial classification as rated by the manufacturer when tested in accordance with ASTM C1027 for visible abrasion resistance as related to foot traffic. For materials like tile, accessories , and transition strips submit samples of sufficient size to show color range, pattern, type and joints. Submit manufacturer's catalog data.
2.1.1 Porcelain Tile
Furnish unglazed or glazed, porcelain tile, covebullnose base and trim pieces with color extending uniformly through the body of the tile. Blend tiles in factory and in a packages to have same color range and continuous blend for installation. Provide nominal tile size as indicated on the drawings . Provide a 0.50 percent maximum water absorption in accordance with ASTM C373.
2.2 SETTING-BED
Submit manufacturer's catalog data. Compose the setting-bed of the following materials:
2.2.1 Aggregate for Concrete Fill
Conform to ASTM C33/C33M for aggregate fill. Do not exceed one-half the thickness of concrete fill for maximum size of coarse aggregate.
2.2.2 Portland Cement
Conform to ASTM C150/C150M for cement, Type I, white for wall mortar and gray for other uses.
2.2.3 Sand
Conform to ASTM C144 for sand.
2.2.4 Hydrated Lime
Conform to ASTM C206 for hydrated lime, Type S or ASTM C207, Type S.
2.2.5 Metal Lath
Conform to ASTM C847 for flat expanded type metal lath, and weighing a minimum 2.5 pound/square yard .
2.2.6 Reinforcing Wire Fabric
Conform to ASTM A1064/A1064M for wire fabric. Provide 2 by 2 inch mesh, SECTION 09 30 13 Page 4
16/16 wire .
2.3 WATER
Provide potable water.
2.4 MORTAR, GROUT, AND ADHESIVE
Submit certificates indicating conformance with specified requirements.
Submit LEED documentation relative to low-emitting materials credit in accordance with LEED GBDC Ref Guide . Include in LEED Documentation Notebook. Interior adhesives , sealants, primers and sealants used as filler must meet the requirements of LEED low emitting materials credit.
Submit manufacturer's catalog data. Conform to the following for mortar, grout , adhesive, and sealant:
2.4.1 Dry-Set Portland Cement Mortar
TCNA Hdbk.
2.4.2 Latex-Portland Cement Mortar
TCNA Hdbk.
2.4.3 Ceramic Tile Grout
TCNA Hdbk; petroleum-free and plastic-free .
2.4.4 Sealants
Comply with applicable regulations regarding toxic and hazardous materials and as specified. Grout sealant must not change the color or alter the appearance of the grout.
2.4.5 Cementitious Backer Board
Furnish 1/2inch thick cementitious backer units.
2.5 TRANSITION STRIPS
Provide clear anodized aluminum transitions between tile and carpet or resilient flooring. Provide types as recommended by flooring manufacturer for both edges and transitions of flooring materials specified Provide solid surface transitions appropriate for conditions.. Provide transition strips that comply with 36 CFR 1191 requirements.
2.6 MEMBRANE MATERIALS
Conform to ASTM D226/D226M, Type 1 for 15 pound waterproofing membrane, asphalt-saturated building felt. Conform to ASTM D4068 4 mil for polyethylene film.
2.7 COLOR, TEXTURE, AND PATTERN
Provide color, pattern and texture in accordance with as indicated in the drawings. Color if listed is not intended to limit the selection of equal colors from other manufacturers. Provide floor patterns as specified on the drawings.
SECTION 09 30 13 Page 5
PART 3 EXECUTION
3.1 PREPARATORY WORK AND WORKMANSHIP
Inspect surface to receive tile in conformance to the requirements of TCNA 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. Close space, in which tile is being set, to traffic and other work. Keep closed until tile is firmly set. 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. Do not walk or work on newly tiled floors without using kneeling boards or equivalent protection of the tiled surface. Keep traffic off horizontal portland cement mortar installations for at least 72 hours.
Keep all traffic off epoxy installed floors for at least 40 hours after grouting, and heavy traffic off for at least 7 days, unless otherwise specifically authorized by manufacturer. 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. Submit drawings showing ceramic tile pattern elevations and floor plans. Submit manufacturer's preprinted installation instructions.
3.3 INSTALLATION OF WALL TILE
Install wall tile in accordance with the TCNA Hdbk, method W244C and with grout joints as recommended by the manufacturer for the type of tile.
3.3.1 Workable or Cured Mortar Bed
Install tile over workable mortar bed or a cured mortar bed at the option of the Contractor. Install a 4 mil polyethylene membrane, metal lath, and scratch coat. Conform to TCNA Hdbk for workable mortar bed, materials, and installation of tile. Conform to TCNA Hdbk for cured mortar bed and materials.
SECTION 09 30 13 Page 6
3.3.2 Dry-Set Mortar and Latex-Portland Cement Mortar
Use Latex-Portland Cement to install tile in accordance with TCNA Hdbk.
Use Latex Portland Cement when installing porcelain ceramic tile.
3.3.3 Ceramic Tile Grout
Prepare and install ceramic tile grout in accordance with TCNA Hdbk.
Provide and apply manufacturer's standard product for sealing grout joints in accordance with manufacturer's recommendations.
3.4 INSTALLATION OF FLOOR TILE
Install floor tile in accordance with TCNA Hdbk method F125 and with grout joints as recommended by the manufacturer for the type of tile.
Install shower receptors in accordance with TCNA Hdbk method B414 .
3.4.1 Workable or Cured Mortar Bed
Install floor tile over a workable mortar bed or a cured mortar bed at the option of the Contractor. Conform to TCNA Hdbk for workable mortar bed materials and installation. Conform to TCNA Hdbk for cured mortar bed materials and installation. Provide minimum 1/4 inch to maximum 3/8 inch joints in uniformed width .
3.4.2 Latex-Portland Cement
Use Latex-Portland cement mortar to install tile directly over properly cured, plane, clean concrete slabs in accordance with TCNA Hdbk. Use Latex Portland cement when installing porcelain ceramic tile.
3.4.3 Ceramic Tile Grout
Prepare and install ceramic tile grout in accordance with TCNA Hdbk.
Provide and apply manufacturer's standard product for sealing grout joints in accordance with manufacturer's recommendations.
3.4.4 Waterproofing
Shower pans specified in Section 22 00 00 PLUMBING, GENERAL PURPOSE.
3.5 INSTALLATION OF TRANSITION STRIPS
Install transition strips where indicated or required for smooth transition of surfaces , in a manner similar to that of the ceramic tile floor and as recommended by the manufacturer. 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 00 JOINT 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 13 Page 7
3.6.2 Floors
Provide expansion joints over construction joints, control joints, and expansion joints in concrete slabs. Provide expansion joints where tile abuts restraining surfaces such as perimeter walls, curbs and columns and at intervals of 24 to 36 feet each way in large interior floor areas and 12 to 16 feet each way in large exterior areas or areas exposed to direct sunlight or moisture. 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. Submit copy of manufacturer's printed maintenance instructions .
SECTION 09 30 13 Page 8
SECTION 09 51 00
ACOUSTICAL CEILINGS
08/10
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 A489 (2012) Standard Specification for Carbon Steel Lifting Eyes
ASTM A580/A580M (2015) Standard Specification for Stainless Steel Wire
ASTM A641/A641M (2009a; R 2014) Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire
ASTM C423 (2009a) Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method
ASTM C635/C635M (2013a) Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings
ASTM C636/C636M (2013) Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels
ASTM C834 (2014) Latex Sealants
ASTM E1264 (2014) Acoustical Ceiling Products
ASTM E1414/E1414M (2011a; E 2014) Airborne Sound Attenuation Between Rooms Sharing a Common Ceiling Plenum
ASTM E1477 (1998a; R 2013) Luminous Reflectance Factor of Acoustical Materials by Use of Integrating-Sphere Reflectometers
ASTM E795 (2005; R 2012) Mounting Test Specimens During Sound Absorption Tests
SCIENTIFIC CERTIFICATION SYSTEMS (SCS)
SCS Scientific Certification Systems (SCS)Indoor Advantage
SECTION 09 51 00 Page 1
U.S. DEPARTMENT OF DEFENSE (DOD)
UFC 3-310-04 (2013) Seismic Design for Buildings
UL ENVIRONMENT (ULE)
ULE Greenguard UL Greenguard Certification Program
1.2 SYSTEM DESCRIPTION
Provide sound controlling units mechanically mounted on a ceiling suspension system for acoustical treatment. The unit size, texture, finish, and color must be as specified. The location and extent of acoustical treatment shall be as shown on the approved detail drawings .
Submit drawings showing suspension system, method of anchoring and fastening, details, and reflected ceiling plan. Coordinate with paragraph RECLAMATION PROCEDURES for reclamation of mineral fiber acoustical ceiling panels to be removed from the job site.
1.2.1 Ceiling Attenuation Class and Test
Provide a ceiling system with an attenuation class (CAC) of 35 or higher when determined in accordance with ASTM E1414/E1414M . Provide fixture attenuators over light fixtures and other ceiling penetrations, and provide acoustical blanket insulation adjacent to partitions, as required to achieve the specified CAC. Provide test ceiling continuous at the partition and assembled in the suspension system in the same manner that the ceiling will be installed on the project.
1.2.2 Ceiling Sound Absorption
Determine the Noise Reduction Coefficient (NRC) in accordance with ASTM C423 Test Method.
1.2.3 Light Reflectance
Determine light reflectance factor in accordance with ASTM E1477 Test Method.
1.2.4 Other Submittals Requirements
The following shall be submitted:
a. Manufacturer's data indicating percentage of recycle material in acoustic ceiling tiles to verify affirmative procurement compliance.
b. Total weight and volume quantities of acoustic ceiling tiles with recycle material.
c. Reports by an independent testing laboratory attesting that acoustical ceiling systems meet specified sound transmission requirements.
d. Certificate attesting that the mineral based acoustical units furnished for the project contain recycled material and showing an estimated percent of such material.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
SECTION 09 51 00 Page 2 submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Approved Detail Drawings
SD-03 Product Data
Certification
SD-04 Samples
Acoustical Units Acoustic Ceiling Tiles
SD-06 Test Reports
Ceiling Attenuation Class and Test
SD-07 Certificates
Acoustical Units Acoustic Ceiling Tiles
1.4 SUSTAINABLE DESIGN CERTIFICATION
Product shall be third party certified in accordance with ULE Greenguard , SCS Scientific Certification Systems Indoor Advantageor equal.
Certification shall be performed annually and shall be current.
1.5 DELIVERY, STORAGE. AND HANDLING
Deliver materials to the site in the manufacturer's original unopened containers with brand name and type clearly marked. Carefully handle and store materials in dry, watertight enclosures. Immediately before installation, store acoustical units for not less than 24 hours at the same temperature and relative humidity as the space where they will be installed in order to assure proper temperature and moisture acclimation.
1.6 ENVIRONMENTAL REQUIREMENTS
Maintain a uniform temperature of not less than 60 degrees F nor more than 85 degrees F and a relative humidity of not more than 70 percent for 24 hours before, during, and 24 hours after installation of acoustical units.
1.7 SCHEDULING
Complete and dry interior finish work such as plastering, concrete and terrazzo work before ceiling installation. Complete mechanical, electrical, and other work above the ceiling line; install and start operating heating, ventilating, and air conditioning systems in order to maintain temperature and humidity requirements.
SECTION 09 51 00 Page 3
1.8 WARRANTY
Provide manufacturer's standard performance guarantees or warranties that extend beyond a one year period. Include an agreement to repair or replace acoustical panels that fail within the warranty period in the standard performance guarantee or warranty. Failures include, but are not limited to, sagging and warping of panels; rusting and manufacturers defects of grid system.
1.9 EXTRA MATERIALS
Furnish spare tiles, from the same lot as those installed, of each color at the rate of 10 tiles for each 1000 tiles installed.
PART 2 PRODUCTS
2.1 ACOUSTICAL UNITS
Comply with EPA requirements in accordance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit two samples of each type of acoustical unit and each type of suspension grid tee section showing texture, finish, and color. Conform acoustical units to ASTM E1264, Class A, and the following requirements:
2.1.1 Affirmative Procurement
Mineral Wool, Cellulose, and Laminated Paperboard used in acoustic ceiling tiles are materials listed in the EPA's Comprehensive Procurement Guidelines (CPG) ( http://www.epa.gov/cpg/ ). EPA's recommended Recovered Materials Content Levels for Mineral Wool, Cellulose, Structural Fiberboard and Laminated Paperboard are:
Product Material Percent of Post Consumer Materials
Percent of Total Recovered Materials
Laminate Paperboard Post Consumer Paper 100 100
Rock Wool Slag 75
Cellulose Post Consumer Paper 75 75
a. The recommended recovered materials content levels are based on the weight (not volume) of materials in the insulating core only.
b. Submit recycled material content data for acoustic ceiling tiles indicating compliance with affirmative procurement.
c. Submit total weight and volume quantities of acoustic ceiling tiles with recycle material.
2.1.2 Units for Exposed-Grid System
2.1.2.1 Type s
As indicated.
SECTION 09 51 00 Page 4
2.1.2.2 Flame Spread
Class A, 25 or less
2.1.2.3 Minimum NRC
0.75 in open office areas; 0.75 in conference rooms, executive offices, teleconferencing rooms, and other rooms as designated; 0.50 in all other rooms and areas when tested on mounting Type E-400 of ASTM E795.
2.1.2.4 Minimum Light Reflectance Coefficient
LR-1, 0.75 or greater .
2.1.2.5 Nominal Size
As indicated
2.1.2.6 Edge Detail
Square .
2.1.2.7 Finish
Factory-applied standard finish.
2.1.2.8 Minimum CAC
40.
2.2 SUSPENSION SYSTEM
Provide standard pan exposed-grid suspension system conforming to ASTM C635/C635M for intermediate-duty systems or for heavy-duty systems .
Provide surfaces exposed to view of aluminum or steel with a factory-applied white baked-enamel finish . Provide wall molding having a flange of not less than 15/16 inch . Provide standard corners.
Suspended ceiling framing system must have the capability to support the finished ceiling, light fixtures, air diffusers, and accessories, as shown. Provide a suspension system with a maximum deflection of 1/360 of the span length. Conform seismic details to the guidance in UFC 3-310-04 and ASTM E580/E580M .
2.3 HANGERS
Provide hangers and attachment capable of supporting a minimum 300 pound ultimate vertical load without failure of supporting material or attachment.
2.3.1 Wires
Conform wires to ASTM A641/A641M , Class 1, 0.11 inch in diameter.
ASTM A580/A580M , composition 302 or 304, condition annealed stainless steel, 0.11 in diameter.
2.3.2 Eyebolts
Provide eyebolts of weldless, forged-carbon-steel, with a straight-shank in accordance with ASTM A489. Eyebolt size must be a minimum 1/4 inch , zinc coated.
SECTION 09 51 00 Page 5
2.4 FINISHES
Use manufacturer's standard textures, patterns and finishes as specified for acoustical units and suspension system members. Treat ceiling suspension system components to inhibit corrosion.
2.5 COLORS AND PATTERNS
Use colors and patterns for acoustical units and suspension system components as indicated on the drawings .
2.6 ACOUSTICAL SEALANT
Conform acoustical sealant to ASTM C834, nonstaining.
PART 3 EXECUTION
3.1 INSTALLATION
Examine surfaces to receive directly attached acoustical units for unevenness, irregularities, and dampness that would affect quality and execution of the work. Rid areas, where acoustical units will be cemented, of oils, form residue, or other materials that reduce bonding capabilities of the adhesive.
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