ࡱ> tvs{_ >bjbjzyzy ;~6b6b5VV8 4R /-0!!(!!!"$" ",,,,,,,$_.1,$""$$,!!,'''$!!+'$,''.**!@OrX%j*+,0/-*2%$2*2*"L'#6']#,#)""",,&"""/-$$$$2"""""""""VB : SECTION 079500 EXPANSION CONTROL GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division01 Specification Sections, apply to this Section. SUMMARY Section Includes: Interior expansion control systems. Exterior wall expansion control systems. Related Requirements: RETAIN SUBPARAGRAPHS BELOW TO CROSS-REFERENCE REQUIREMENTS CONTRACTOR MIGHT EXPECT TO FIND IN THIS SECTION BUT ARE SPECIFIED IN OTHER SECTIONS. Section078443 "Joint Firestopping" for liquid-applied joint sealants in fire-resistive building joints. Section079200 "Joint Sealants" for applied joint sealants and for elastomeric sealants without metal frames. SUBMITTALS Shop Drawings: For each expansion control system specified. Include plans, elevations, sections, details, splices, blockout requirement, attachments to other work, and line diagrams showing entire route of each expansion control system. Where expansion control systems change planes, provide isometric or clearly detailed drawing depicting how components interconnect. Samples: For each exposed expansion control system and for each color and texture specified, full width by 6 inches (150 mm) long in size. Samples for Initial Selection: For each type of expansion control system indicated. Include manufacturer's color charts showing the full range of colors and finishes available for each exposed metal and elastomeric seal material. Samples for Verification: For each type of expansion control system indicated, full width by 6 inches (150 mm) long in size. Product Schedule: Prepared by or under the supervision of the supplier. Include the following information in tabular form: Manufacturer and model number for each expansion control system. Expansion control system location cross-referenced to Drawings. Nominal joint width. Movement capability. Classification as thermal or seismic. Materials, colors, and finishes. Product options. Fire-resistance ratings. Product Test Reports: For each fire barrier provided as part of an expansion control system, for tests performed by a qualified testing agency. PRODUCTS SYSTEM DESCRIPTION General: Provide expansion control systems of design, basic profile, materials, and operation indicated. Provide units with capability to accommodate variations in adjacent surfaces. Furnish units in longest practicable lengths to minimize field splicing. Install with hairline mitered corners where expansion control systems change direction or abut other materials. Include factory-fabricated closure materials and transition pieces, T-joints, corners, curbs, cross-connections, and other accessories as required to provide continuous expansion control systems. RETAIN "COORDINATION" PARAGRAPH BELOW IF BOTH EXTERIOR WALL EXPANSION CONTROL SYSTEMS AND ROOF EXPANSION JOINT ASSEMBLIES ARE PART OF PROJECT. Coordination: Coordinate installation of exterior wall[and soffit] expansion control systems with roof expansion control systems to ensure that wall transitions are watertight. Roof expansion joint assemblies are specified elsewhere. PERFORMANCE REQUIREMENTS RETAIN "FIRE-RESISTANCE RATINGS" PARAGRAPH BELOW IF FIRE-RESISTANCE-RATED SYSTEMS ARE REQUIRED. SEE EVALUATIONS FOR DISCUSSION OF FIRE-RESISTANCE TEST METHODS. Fire-Resistance Ratings: Where indicated, provide expansion control systems with fire barriers identical to those of systems tested for fire resistance per UL2079or ASTME1966 by a testing and inspecting agency acceptable to authorities having jurisdiction. Hose Stream Test: Wall-to-wall and wall-to-ceiling systems shall be subjected to hose stream testing. RETAIN "SEISMIC PERFORMANCE" PARAGRAPH BELOW FOR PROJECTS REQUIRING SEISMIC DESIGN. DELETE PARAGRAPH IF PERFORMANCE REQUIREMENTS ARE INDICATED ON DRAWINGS. MODEL BUILDING CODES AND ASCE/SEI7 ESTABLISH CRITERIA FOR BUILDINGS SUBJECT TO EARTHQUAKE MOTIONS. COORDINATE REQUIREMENTS WITH STRUCTURAL ENGINEER. Seismic Performance: Expansion control systems shall withstand the effects of earthquake motions determined according to ASCE/SEI7. RETAIN SUBPARAGRAPH BELOW TO DEFINE THE TERM "WITHSTAND" AS IT APPLIES TO THIS PROJECT. DEFINITION VARIES WITH TYPE OF BUILDING AND OCCUPANCY. OPTION IS USED FOR ESSENTIAL FACILITIES. The term "withstand" means "the system will remain in place without separation of any parts when subjected to the seismic forces specified[and the system will be fully operational after the seismic event]." THE COMPONENT IMPORTANCE FACTOR IS 1.0 UNLESS THE STRUCTURE IS IN SEISMIC USE GROUPIII AND COMPONENT IS NECESSARY FOR CONTINUED OPERATION OF FACILITY OR FAILURE OF COMPONENT COULD IMPAIR CONTINUED OPERATION OF FACILITY, IN WHICH CASE THE COMPONENT IMPORTANCE FACTOR IS 1.5. Component Importance Factor is [1.5] [1.0]. MANUFACTURERS Products: Subject to compliance with requirements, provide products manufactured by one of the following:  HYPERLINK "http://www.specagent.com/Lookup?uid=123456993577" Architectural Art Manufacturing Inc.; a division of Pittcon Architectural Metals, LLC.  HYPERLINK "http://www.specagent.com/Lookup?uid=123456993578" Balco, Inc.  HYPERLINK "http://www.specagent.com/Lookup?uid=123456993572" Construction Specialties, Inc.  HYPERLINK "http://www.specagent.com/Lookup?uid=123456993573" InPro Corporation (IPC).  HYPERLINK "http://www.specagent.com/Lookup?uid=123456993575" MM Systems Corporation.  HYPERLINK "http://www.specagent.com/Lookup?uid=123456993576" Nystrom, Inc.  HYPERLINK "http://www.specagent.com/Lookup?uid=123456993571" Watson Bowman Acme Corp. Source Limitations: Obtain expansion control systems from single source from single manufacturer. MATERIALS Aluminum: ASTMB221 (ASTMB221M), Alloy6063-T5 for extrusions; ASTMB209 (ASTMB209M), Alloy6061-T6 for sheet and plate. Apply manufacturer's standard protective coating on aluminum surfaces to be placed in contact with cementitious materials. Elastomeric Seals: ASTME1783; preformed elastomeric membranes or extrusions to be installed in metal frames. Compression Seals: ASTME1612; preformed elastomeric extrusions having an internal baffle system and designed to function under compression. Cellular Foam Seals: Extruded, compressible foam designed to function under compression. Elastomeric Concrete: Modified epoxy or polyurethane extended into a prepackaged aggregate blend, specifically designed for bonding to concrete substrates. Fire Barriers: Any material or material combination, when fire tested after cycling, designated to resist the passage of flame and hot gases through a movement joint and to meet performance criteria for required fire-resistance rating. Nonmetallic, Shrinkage-Resistant Grout: ASTMC1107/C1107M, factory-packaged, nonmetallic aggregate grout, noncorrosive, nonstaining, mixed with water to consistency suitable for application and a 30-minute working time. Accessories: Manufacturer's standard anchors, clips, fasteners, set screws, spacers, and other accessories compatible with material in contact, as indicated or required for complete installations. ARCHITECTURAL JOINT SYSTEMS General: Provide joint systems of design, basic profile, materials, and operation indicated. Provide units with the capability to accommodate joint widths indicated and variations in adjacent surfaces. Refer to Schedule at end of Section. Furnish units in longest practicable lengths to minimize number of end joints. Provide hairline mitered corners where joint changes directions or abuts other materials. Include closure materials and transition pieces, tee-joints, corners, curbs, cross-connections, and other accessories as required to provide continuous joint systems. Frames for Strip Seals: Designed with semiclosed cavity that provides a mechanical lock for seals of type indicated. Public Arena Seals: Non-slip seals designed for installation on treads and risers and to lie flat with adjacent surfaces, and complying with ADA guidelines for public areas. GENERAL FINISH REQUIREMENTS Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. ALUMINUM FINISHES Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes. Mill finish. AA-M10 (Mechanical Finish: as fabricated; no other applied finish unless buffing is required to remove scratches, welding, or grinding produced in fabrication process. Location: Floor joint covers. Anodized Finish: RETAIN ONE OF TWO OPTIONS IN "CLEAR ANODIC FINISH" PARAGRAPH BELOW. VERIFY AVAILABILITY WITH MANUFACTURERS. Clear Anodic Finish: AAMA611, [AA-M12C22A41, ClassI, 0.018 mm] [AA-M12C22A31, ClassII, 0.010 mm] or thicker. RETAIN ONE OF TWO OPTIONS IN "COLOR ANODIC FINISH" PARAGRAPH BELOW. VERIFY AVAILABILITY WITH MANUFACTURERS. Color Anodic Finish: AAMA611, [AA-M12C22A42/A44, ClassI, 0.018 mm] [AA-M12C22A32/A34, ClassII, 0.010 mm] or thicker. Color: [Light bronze] [Medium bronze] [Dark bronze] [Black]. Location: Wall and ceiling joint covers. EXECUTION EXAMINATION Examine surfaces where expansion control systems will be installed for installation tolerances and other conditions affecting performance of work. Proceed with installation only after unsatisfactory conditions have been corrected. PREPARATION Prepare substrates according to expansion control system manufacturer's written instructions. Coordinate and furnish anchorages, setting drawings, and instructions for installing expansion control systems. Provide fasteners of metal, type, and size to suit type of construction indicated and to provide for secure attachment of expansion control systems. Cast-In Frames: Coordinate and furnish frames to be cast into concrete. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary to secure joint systems to in-place construction, including threaded fasteners with drilled-in expansion shields for masonry and concrete where anchoring members are not embedded in concrete. Provide fasteners of metal, type, and size to suit type of construction indicated and to provide for secure attachment of joint systems. INSTALLATION Comply with manufacturer's written instructions for storing, handling, and installing expansion control systems and materials unless more stringent requirements are indicated. Metal Frames: Perform cutting, drilling, and fitting required to install expansion control systems. Install in true alignment and proper relationship to joints and adjoining finished surfaces measured from established lines and levels. Adjust for differences between actual structural gap and nominal design gap due to ambient temperature at time of installation. Notify Architect where discrepancies occur that will affect proper expansion control system installation and performance. Cut and fit ends to accommodate thermal expansion and contraction of metal without buckling of frames. Repair or grout blockout as required for continuous frame support using nonmetallic, shrinkage-resistant grout. Install frames in continuous contact with adjacent surfaces. Shimming is not permitted. Locate anchors at interval recommended by manufacturer, but not less than 3 inches (75 mm) from each end and not more than 24 inches (600 mm) o.c. Seals in Metal Frames: Install elastomeric seals and membranes in frames to comply with manufacturer's written instructions. Install with minimum number of end joints. Provide in continuous lengths for straight sections. Seal transitions according to manufacturer's written instructions. Vulcanize or heat-weld field-spliced joints as recommended by manufacturer. Installation: Mechanically lock seals into frames or adhere to frames with adhesive or pressure-sensitive tape as recommended by manufacturer. Compression Seals: Apply adhesive or lubricant adhesive as recommended by manufacturer to both frame interfaces before installing compression seals. Foam Seals: Install with adhesive recommended by manufacturer. Terminate exposed ends of expansion control systems with field- or factory-fabricated termination devices. Fire-Resistance-Rated Assemblies: Coordinate installation of expansion control system materials and associated work so complete assemblies comply with assembly performance requirements. Fire Barriers: Install fire barriers to provide continuous, uninterrupted fire resistance throughout length of joint, including transitions and field splices. PROTECTION Do not remove protective covering until finish work in adjacent areas is complete. When protective covering is removed, clean exposed metal surfaces to comply with manufacturer's written instructions. Protect the installation from damage by work of other Sections. Where necessary due to heavy construction traffic, remove and properly store cover plates or seals and install temporary protection over expansion control systems. Reinstall cover plates or seals prior to Substantial Completion of the Work. END OF SECTION 07 95 00 FOR MDACC USE ONLY. 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