ࡱ> _ Ewbjbjzyzy E6b6b.n||&&&&& ' ' '8D'( 'WKh()(******JJJJJJJ$LuO(J&-**--J&&**K777-&*&*J7-J77B,8F*pcp/E6I'K0WKF"P;0PD8F8FP&LF*vm+T7+D,***JJ;4^***WK----P*********|B %: SECTION 092216 NON-STRUCTURAL METAL FRAMING 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: Non-load-bearing steel framing systems for interior gypsum board assemblies. Suspension systems for interior gypsum ceilings, soffits, and grid systems. Related Requirements: Section054000 "Cold-Formed Metal Framing" for exterior and interior load-bearing and exterior non-load-bearing wall studs; floor joists; roof rafters and ceiling joists; and roof trusses. Section055000 "Metal Fabrications" for steel reinforcing used with partial height partitions. Section072100 "Thermal Insulation" for insulation installed within studs. Section092900 "Gypsum Board". SUBMITTALS Coordination: Submit related product data/shop drawings, specified in another Section simultaneously for approval. Gypsum board product data for gypsum board to be used as part of non-structural metal framing. Gypsum board shaft wall product data for shaft walls related to non-structural metal framing. Product Data: Submit manufacturers product data, typical installation details and other data for each type of product listed to show compliance with the requirements. Span and Deflection Design Criteria: Provide height to load deflection charts showing studs supplied conform to deflection limit scheduled and allowed per ASTMC754. Mark on chart(s) showing all major partitions scheduled conformance with criteria. Submit manufacturers certification of stud size, thickness, and spacing complying with performance requirements and selections made by architect are correct for application shown. Evaluation Reports: For firestop tracks, from ICC-ES. QUALITY ASSURANCE Installers Qualifications: Firm and individuals with a minimum of 5consecutive years experience in the installation of specified products on projects similar in material, design, complexity and extent to this Project, and whose work has resulted in applications with a record of successful in-service performance. Single-Source Responsibility for Steel Framing: Obtain steel framing members for gypsum board assemblies from a single manufacturer acceptable to the gypsum board manufacturer. HANDLING Delivery: Protect materials from excessive moisture in shipment, storage, and handling. Storage: Store off ground, either in a dry, ventilated, enclosed space or protected with suitable waterproof coverings. Handling: Protect non-structural framing members from rusting and damage. SEQUENCING Coordinate placement of concealed internal wall reinforcement, such as backing plates, for items to be attached to metal support systems. Coordinate installation of ceiling and soffit suspension systems with installation of overhead structural assemblies to ensure that inserts and other provisions for anchorage to building structure have been installed to receive ceiling hangers that will develop their full strength and at spacing required to support ceilings. Furnish concrete inserts, and other devices indicated, to other trades for installation well in advance of time needed for coordination with other construction. PRODUCTS DESCRIPTIONS -GENERAL Performance Requirements: Provide metal framing assemblies to withstand the loads prescribed within the specified deflection limits. Deflection Limit per ASTMC754: Allowing for 5lbf/sq.ft (24 Pa) lateral load. Typical Finishes: L/240. Tile, Plaster, Stone or Similar Finishes: L/360. Where partition heights exceed stud manufacturers recommended spans, and to resist deflection limits, provide one of the following: Heavier stud gage. Closer stud spacing. Deeper stud size (space permitting, as determined by Architect). Above-ceiling bracing, anchored to structure above. Fire-Test-Response Characteristics: For fire-resistance-rated assemblies that incorporate non-load-bearing steel framing, provide materials and construction identical to those tested in assembly indicated according to ASTME119 by an independent testing agency. Conform to applicable code for fire rated assemblies. Construct assemblies to achieve fire resistance ratings indicated on Drawings in accordance with UL, GA, or other acceptable tested approved assemblies. Where no test number is referenced, utilize and submit a tested approved assembly that achieves the fire rating required by the Drawings, including the Life Safety Plan. Assemblies listed do not necessarily indicate all assemblies that may be used in this project. Contractor may propose alternate UL listed assemblies that meet the same requirements to the Architect for consideration. Contractor may not substitute assemblies without written authorization by the Architect. Drawings, keys or written descriptions located in the Contract Documents to describe fire rated assemblies for beams, floors, roofs, columns, walls, partitions and through-penetration firestop systems do not necessarily call out each and every specific requirement of the designated UL listed assembly identified. It is the Contractors responsibility to become thoroughly familiar with the corresponding requirements published in the most recent issue of the Underwriters Laboratories Inc. Fire Resistance Directory and construct the fire rated assemblies in strict accordance with those requirements. Prescribed UL Design Numbers which may be called for on this Project and may be required as determined during the construction process if existing conditions dictate. The list of assemblies below is not intended to represent all rated conditions designated in whole of the Contract Documents or those that may be considered viable alternates (where approved by Architect). UL listed fire rated assemblies include, but are not limited to the following: Wall Systems: Refer to Drawings. Through-Penetrations Firestop Systems: Refer to Section078413Penetration Firestopping. Fire-Resistive Joint Systems: Refer to Section 088446Fire-Resistant Joint Sealants. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTME90 and classified according to ASTME413 by an independent testing agency. FRAMING SYSTEMS Framing Members, General: Comply with ASTMC754 for conditions indicated. Steel Sheet Components: Comply with ASTMC645 requirements for metal unless otherwise indicated. Protective Coating: ASTMA653/A653M, G40 (Z120), hot-dip galvanized, unless otherwise indicated. Studs and Runners: ASTMC645. Steel Studs and Runners: Minimum Base Metal Thickness: 0.018 inches (0.45 mm) unless otherwise indicated or required to comply with span and deflection design criteria, before application of protective coating. Depth: 3-5/8 inches (92.1 mm) unless otherwise indicated or required to comply with span and deflection design criteria. Slip-Type Head Joints: Where indicated, provideone of the following: Double-Runner System: ASTMC645 top runners, inside runner with 2-inch- (51-mm-) deep flanges in thickness not less than indicated for studs and fastened to studs, and outer runner sized to friction fit inside runner. Proprietary Deflection Track/Clips: Steel sheet top runner and clip system manufactured to prevent cracking of gypsum board applied to interior partitions resulting from deflection of structure above; in thickness indicated for studs and in width to accommodate depth of studs. HYPERLINK "http://www.specagent.com/LookUp/?ulid=226&mf=04&src=wd"Products: Subject to compliance with requirements, provide one of the following: Dietrich Metal Framing, Fast Stop clips, 0.064 inches (1.63mm) thick, used in conjunction with 0.033 inch (0.8mm) thick deep leg track. Marino / WARE WSC-DEFLEX Series slide clips, used in conjunction with 0.033 inch (0.8 mm) thick deep leg track. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814682&mf=04&src=wd"Steel Network Inc. (The); VertiClip SLD or VertiTrack VTD Series. Stockton Products, Flexible Trak, FLT. Substitutions: None permitted. Single Deep-Leg Track: Not permitted. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with movement of the structure while maintaining continuity of fire-resistance-rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs. HYPERLINK "http://www.specagent.com/LookUp/?ulid=227&mf=04&src=wd"Products: Subject to compliance with requirements, provide one of the following: HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814685&mf=04&src=wd"Fire Trak Corp.; Fire Trak Systemattached to studs with Fire Trak Posi Klip. The Steel Network, Inc.; VertiClip SLD Series or VertiTrack VTD Series. Substitutions: Comparable product from another steel framing manufacturer listed, provided track system has been tested as part of an assembly according to ASTME119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction. Single Deep-Leg Track: Not permitted. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. Minimum Base-Metal Thickness: 0.018 inch (0.45 mm) Cold-Rolled Channel Bridging: Steel, 0.053-inch (1.34-mm) minimum base-metal thickness, with minimum 1/2-inch- (13-mm-) wide flanges. Depth: 1-1/2 inches (38 mm). Clip Angle: Not less than 1-1/2 by 1-1/2 inches (38 by 38 mm), 0.068inch- (1.72-mm-) thick, galvanized steel. Hat-Shaped, Rigid Furring Channels: ASTMC645. Minimum Base-Metal Thickness: 0.018 inch (0.45 mm) Depth: 7/8 inch (22.2 mm). Resilient Furring Channels: 1/2-inch- (13-mm-) deep, steel sheet members designed to reduce sound transmission. Configuration: Asymmetrical or hat shaped, with face attached to single flange by a slotted leg (web) or attached to two flanges by slotted or expanded metal legs. Cold-Rolled Furring Channels: 0.053-inch (1.34-mm) uncoated-steel thickness, with minimum 1/2-inch- (13-mm-) wide flanges. Depth: 3/4 inch (19 mm). Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum uncoated-steel thickness of 0.033 inch (0.8 mm). Tie Wire: ASTMA641/A641M, Class1 zinc coating, soft temper, 0.062inch- (1.59-mm-) diameter wire, or double strand of 0.048-inch- (1.21mm-) diameter wire. Flexible Track for Studs: Galvanized steel flexible track and strap system designed to receive studs for framing curves; component sizes as indicated on Drawings. Galvanized Steel: ASTMA653, gage and grade as required for application. Acceptable Product: Flex-Ability Concepts ; Flex-CTrac. SUSPENSION SYSTEMS Primary Suspension Members for Ceilings: General: Size and provide ceiling support components to comply with ASTM C754. Tie Wire: ASTMA641/A641M, Class1 zinc coating, soft temper, 0.062-inch- (1.59-mm-) diameter wire, or double strand of 0.048-inch- (1.21-mm-) diameter wire. Hanger Attachments to Concrete: Powder-Actuated Fasteners: Suitable for application indicated, fabricated from corrosion-resistant materials with clips or other devices for attaching hangers of type indicated, and capable of sustaining, without failure, a load equal to 10 times that imposed by construction as determined by testing according to ASTME1190 by an independent testing agency. Hangers: As follows: Wire Hangers: ASTMA641/A641M, Class1 zinc coating, soft temper, 0.16inch (4.12 mm) in diameter. Rod Hangers: ASTMA510 (ASTMA510M), mild carbon steel. Diameter: 1/4-inch (6-mm). Protective Coating: ASTMA153/A153M, hot-dip galvanized. Flat Hangers: Commercial-steel sheet, ASTMA653/A653M, G40 (Z120), hot-dip galvanized. Size: 1 by 3/16 inch (25 by 5 mm) by length indicated. Carrying Channels: Cold-rolled, commercial-steel sheet with a base-metal thickness of 0.053 inch (1.34 mm) and minimum 1/2-inch- (13-mm-) wide flanges with ASTMA653/A653M, G40 (Z120), hot-dip galvanized zinc coating. Depth: 2-1/2 inches (64 mm). Furring Channels (Furring Members): Cold-Rolled Channels: 0.053-inch (1.34-mm) uncoated-steel thickness, with minimum 1/2-inch- (13-mm-) wide flanges, 3/4 inch (19 mm) deep. Steel Studs and Runners: ASTMC645. Minimum Base-Metal Thickness: 0.018 inch (0.45 mm). Depth: 1-5/8 inches (41 mm) unless noted otherwise. Hat-Shaped, Rigid Furring Channels: ASTMC645, 7/8 inch (22 mm) deep. Minimum Base-Metal Thickness: 0.018 inch (0.45 mm). Resilient Furring Channels: 1/2-inch- (13-mm-) deep members designed to reduce sound transmission. Configuration: Hat shaped, with face attached to two flanges by slotted or expanded metal legs. Grid Suspension System for Gypsum Board Ceilings: ASTMC645, direct-hung system composed of main beams and cross-furring members that interlock. HYPERLINK "http://www.specagent.com/LookUp/?ulid=228&mf=04&src=wd"Products: Subject to compliance with requirements, provide one of the following: HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814688&mf=04&src=wd"Armstrong World Industries, Inc.; Drywall Grid Systems. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814689&mf=04&src=wd"Chicago Metallic Corporation; Drywall Grid System. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814690&mf=04&src=wd"USG Corporation; Drywall Suspension System. AUXILIARY MATERIALS General: Provide auxiliary materials that comply with referenced installation standards. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. Isolation Strip at Exterior Walls: Provideone of the following: Asphalt-Saturated Organic Felt: ASTMD226, TypeI (No.15 asphalt felt), nonperforated. Foam Gasket: Adhesive-backed, closed-cell vinyl foam strips that allow fastener penetration without foam displacement, 1/8 inch (3.2 mm) thick, in width to suit steel stud size. Isolation Strips at Uninsulated and Sound Control Construction: Provideone of the following: Insulating Strips: Rubberized, moisture resistant 1/8-inch (3 mm) thick foam tape 1/2-inch (12 mm) wide, self-sticking adhesive on one face, lengths as required. Insulating and Dampproofing Strip: Closed cell polyethylene foam, 3/16-in thick (4.7 mm) by width to suit stud track size, lengths as required. Acceptable Product: FoamSealR by Owens Corning Insulating and Dampproofing Strip: Fire rated Foam tape, compressible, closed cell polyvinyl chloride foam with pressure sensitive adhesive, in rolls with protective release liner on non-adhesive face, 9 pcf density, wide to suit stud track size by 3/16 inch (4.7 mm) thick, self-extinguishing, UL 94 compliant. Acceptable Product: NorsealV744FR, by Saint Gobain. Acoustical Joint Sealant: Manufacturer's standard nonsag, paintable, nonstaining latex sealant complying with ASTMC834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTME90. HYPERLINK "http://www.specagent.com/LookUp/?ulid=261&mf=04&src=wd"Products: Subject to compliance with requirements, provide one of the following: HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814800&mf=04&src=wd"Accumetric LLC; BOSS824 Acoustical Sound Sealant. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814801&mf=04&src=wd"Grabber Construction Products; Acoustical Sealant GSC. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814802&mf=04&src=wd"Pecora Corporation; AC-20 FTR. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814803&mf=04&src=wd"Specified Technologies, Inc.; Smoke N Sound Acoustical Sealant. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456814804&mf=04&src=wd"USG Corporation; SHEETROCK Acoustical Sealant. Acoustical joint sealant shall have a VOC content of 250g/L or less when calculated according to 40CFR59, SubpartD (EPA Method24). EXECUTION EXAMINATION Examine areas and substrates, with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work. Proceed with installation only after unsatisfactory conditions have been corrected. PREPARATION Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength. Furnish concrete inserts and other devices indicated to other trades for installation in advance of time needed for coordination and construction. Coordination with Sprayed Fire-Resistive Materials: Before sprayed fire-resistive materials are applied, attach offset anchor plates or ceiling runners (tracks) to surfaces indicated to receive sprayed fire-resistive materials. Where offset anchor plates are required, provide continuous plates fastened to building structure not more than 24 inches (610 mm) o.c. After sprayed fire-resistive materials are applied, remove them only to extent necessary for installation of non-load-bearing steel framing. Do not reduce thickness of fire-resistive materials below that required for fire-resistance ratings indicated. Protect adjacent fire-resistive materials from damage. INSTALLATION, GENERAL Installation Standard: ASTMC754, except comply with framing sizes and spacing indicated. Portland Cement Plaster Assemblies: Also comply with requirements in ASTMC1063 that apply to framing installation. Gypsum Board Assemblies: Also comply with requirements in ASTMC840 that apply to framing installation. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. Comply with details indicated and with gypsum board manufacturer's written recommendations or, if none available, with United States Gypsum's "Gypsum Construction Handbook." Install bracing at terminations in assemblies. Do not bridge building control and expansion joints with non-load-bearing steel framing members. Frame both sides of joints independently. Installation Tolerances: Install each steel partition, soffit, and ceiling framing and furring members to comply with the following: Variation in Level, Plumb, and True to Line: Maximum 1/8inch (3mm) in 10feet (1:960). Variation in Plane of Adjacent Fastening Surfaces: Not more than 1/8inch (3mm) from the plane formed by the faces of adjacent framing. Variation in Framing and Furring Spacing: Not more than 1/8inch (3mm). INSTALLING STEEL PARTITION FRAMED ASSEMBLIES Install tracks (runners) at floors, ceilings, and structural walls and columns where gypsum board assemblies abut other construction. Where studs are installed directly against exterior walls or dissimilar metals, install asphalt-felt or foam-gasket isolation strip between studs and wall. Install continuous insulating strips to isolate studs from uninsulated surfaces and at sound partitions. Acoustical Sealant Installation at Sound Walls: Install in accordance with ASTM C 919. Place two beads of acoustic sealant between runners and substrate studs and adjacent construction to achieve an acoustic seal. Place two beads of acoustic sealant between studs and adjacent vertical surfaces to achieve an acoustic seal. Install steel studs so flanges point in the same direction and leading edge or end of each panel can be attached to open (unsupported) edges of stud flanges first. Space studs as follows: Single-Layer Construction: 16inches(406mm)o.c., unless otherwise indicated or required to comply with span and deflection design criteria. Multilayer Construction: 16inches(406mm)o.c., unless otherwise indicated or required to comply with span and deflection design criteria. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts penetrating partitions above ceiling. Slip-Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies. Use double runner system or proprietary deflection track at all locations except fire rated partitions. Use proprietary firestop track at fire rated partitions. Door Openings: Rough openings up to 50inches (1270-mm) wide: Jamb: Install two boxed studs, minimum of 0.033 inches (0.84-mm) thick (20 gage) at each jamb unless otherwise indicated or required to comply with span and deflection design criteria. Extend jamb studs to underside of overhead structure and attach. Screw vertical studs at jambs to jamb anchor clips on door frames. Header: Install runner track section, minimum of 0.033inches (0.84-mm) thick (20 gage), (for cripple studs) at head and secure to jamb studs. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch (13-mm) clearance from jamb stud to allow for installation of control joint in finished assembly. Rough openings over 50inches (1270-mm) to 74 inches (1880-mm) wide: Jamb: Install two boxed studs, minimum of 0.060 inches (1.52-mm) thick (16 gage) at each jamb unless otherwise indicated or required to comply with span and deflection design criteria. Extend jamb studs to underside of overhead structure and attach. Screw vertical studs at jambs to jamb anchor clips on door frames. Header: Install a box stud header minimum of 0.060inches (1.52 mm) thick (16 gage), unless otherwise indicated. Secure box header to jamb studs. Install runner track section (for cripple studs) at head and secure to jamb studs. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch (13-mm) clearance from jamb stud to allow for installation of control joint in finished assembly. Rough openings over 74 inches (1880 mm) wide and all lead lined doors: Jamb: Install two boxed studs, minimum of 0.075 inches (1.91-mm) thick (14 gage) at each jamb unless otherwise indicated or required to comply with span and deflection design criteria or C3x5 steel channel. Extend jamb studs to underside of overhead structure and attach. Screw vertical studs at jambs to jamb anchor clips on door frames. Header: Install a box stud header minimum of 0.075inches (1.91-mm) thick (14 gage), unless otherwise indicated or C4x5.4 steel channel. Secure box header to jamb studs. Install runner track section (for cripple studs) at head and secure to jamb studs. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch (13-mm) clearance from jamb stud to allow for installation of control joint in finished assembly. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. Partitions Scheduled to Receive: Tile Finish: Provide minimum of 0.033inches (0.84 mm) thick studs. Bumper or Guard Rails: Provide minimum of 0.033inches (0.84mm) thick studs. Equipment: Where wall mounted equipment, woodwork, and casework items are indicated or elsewhere as shown on Drawings, provide minimum of 0.033 inches (0.84 mm) thick studs. Fire-Resistance-Rated Partitions: Install framing to comply with fire-resistance-rated assembly indicated and support closures and to make partitions continuous from floor to underside of solid structure. Firestop Track: Install to maintain continuity of fire-resistance-rated assembly indicated. Sound-Rated Partitions: Install framing to comply with sound-rated assembly indicated. Curved Partitions: Bend track to uniform curve and locate straight lengths so they are tangent to arcs. Begin and end each arc with a stud, and space intermediate studs equally along arcs. On straight lengths of no fewer than two studs at ends of arcs, place studs 6 inches (150 mm) o.c. Direct Furring: Screw to wood framing. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder-driven fasteners spaced 24inches (610mm) o.c. INSTALLING SUSPENSION SYSTEMS Install suspension system components in sizes and spacings indicated on Drawings, but not less than those required by referenced installation standards for assembly types and other assembly components indicated. Isolate suspension systems from building structure where they abut or are penetrated by building structure to prevent transfer of loading imposed by structural movement. Suspend hangers from building structure as follows: Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with locations of hangers required to support standard suspension system members, install supplemental suspension members and hangers in the form of trapezes or equivalent devices. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced installation standards. Wire Hangers: Secure by looping and wire tying, either directly to structures or to inserts, eye screws, or other devices and fasteners that are secure and appropriate for substrate, and in a manner that will not cause hangers to deteriorate or otherwise fail. Flat Hangers: Secure to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices and fasteners that are secure and appropriate for structure and hanger, and in a manner that will not cause hangers to deteriorate or otherwise fail. Do not attach hangers to steel roof deck. Do not attach hangers to permanent metal forms. Furnish cast-in-place hanger inserts that extend through forms. Do not attach hangers to rolled-in hanger tabs of composite steel floor deck. Do not connect or suspend steel framing from ducts, pipes, or conduit. Fire-Resistance-Rated Assemblies: Wire tie furring channels to supports. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension systems meet vertical surfaces. Mechanically join main beam and cross-furring members to each other and butt-cut to fit into wall track. METAL BACKING PLATES: Provide metal backing plates to support loads imposed at wall-mounted and wall-hung items that require backing plates, include, without limitation, the following: Toilet accessories, except grab bars. Metal lockers. Fire protection specialties. Markerboards and tackboards. Millwork, other than upper cabinets. Computer equipment wall mounting brackets. Wall protection. Backing plates not provided with fixtures and equipment shall be long enough to span across a minimum of 3 studs, unless otherwise indicated, and may be one of the following: Galvanized steel plate 0.053-inch (1.34-mm) thick minimum by 4 inches wide. 3-5/8 inches (92.1 mm) un-punched wide flange steel stud of 0.053inch (1.34-mm) thick. At Contractors option, solid wood blocking may be used in lieu of metal backing plates. Refer to Section 061053 Miscellaneous Carpentry. Wood blocking shall be acceptable at the following locations: Television equipment. Wall-mounted door stops. Wall-mounted grab bars. Upper wall millwork / casework units. Wall-mounted handrails. Wall-mounted ladders. Notch studs so that backing plate will be flush with exterior face of stud. END OF SECTION 09 22 16 FOR MDACC USE ONLY. DELETE THIS PAGE BEFORE ISSUING DOCUMENTS. document revision history IssueDateRevision DescriptionAuthor20190301Original IssuanceRev. 1.Rev. 2Rev. 3 Rev. 4 Rev. 5      MD ANDERSON Project No. XXXXXXMD ANDERSON PROJECT NAMEA/E Name Issue Description A/E Project No.Month 00, 0000 鶹ӳ non-structural metal framingMD Anderson Cancer Center09 22 16 MS 20190301 PAGE 14 of  NUMPAGES 14 -.6 o z | }  ' ( * + - > I f s    2 3 ? @ w y ŹŹŹŹ⮪ś hohh hhHz hHz h hhhhhmhMJhF h*hFhJLVhJLV^JhMWhJLV^Jh'`LhF h'`L0J. h5~0J- h[~0J-h[~:.6H N o  > I  y ! gdP}gdP}gdP} Ht"]gdP} Ht"]gdP} #]#gdP} #]#gdP}  ! " * + 5 6 < = D $%34[\]T[no'(oIJ¾¾·߳ۨh  h3ah= h= hW1NhLShLS h3ahLS h3ahl'hl' hDwh'`LhFh'`L h= h hChhP>qh hoh? Tf)4Jj}gdP} #]#gdP}gdP}gdP}gdP}J#$9J*+1: !!b!c!v!y!!!!!!"ײקקײײײנײ hbV#hbV#hbV#h'`L0J/B*phhbV#h'`L0J0B*ph hbV#h'`L hmhDwhDwh'`L hChhmdY hhht1h% hCh% hFhMJh= hP}hF hP}h= hl hLS h= h= 2V O!!!!"#c#>$T%%w&gdP}gdP} $#]#gdP}gdP}gdP}gdP}" " """":"x"y"z""""""""#3#4#L#S#c#x#y####$>$T%򨤗{{{na{Z hD hwhbV#h'`L0J/B*phhbV#h'`L0J0B*ph hbV#h'`LhFh'`LhChS0J/B*phhChS0J0B*phhS hChSh0J0B*phhbV#h0J0B*phh hChhCh0J/B*phhbV#0J0B*phhSpN0J0B*phhbV#hbV#0J0B*phT%U%%%%%%%%%%%&&&"&(&)&,&2&M&W&]&`&f&w&&&&&&&&2'3'|rk|kgkYjhbV#h iUh=% hD hbV#h=%0J/B*phhh=%0J/B*phhF0J/B*phhh=%0J0B*phhF0J0B*phh=%0J0B*phhbV#h=%0J0B*ph hD h jh'`LhFhbV#h'`L0J2>*B*phjhbV#h iU hbV#h'`LjhbV#h'`LU"w&&w''''))3*{*++ ,<,,,N-~---<..[/t// $$#]#gdP}gdP}gdP}gdP}gdP}3'4'L'M'N'O'\']'`'n'w'''''''''''''))C)D)E)M)N)O)P)))))))))*1*3****ڼڱڪxtxh&o hD h&ojh&oh iUh&oh'`L0J2>*B*phjh&oh iU h&oh'`Ljh&oh'`LUhF hChbV#hl hD hbV#hhbV#h'`L hbV#h'`LhbV#h'`L0J2>**#'-**++++++,&,',+,,,2,<,Y,Z,a,k,u,,,,,,,,,,,,---$-)-4-N-q-r----------η۪۪ۖ⪝۪یη hhhF0J0B*ph hwhwhwh'`L0J/B*phhwh'`L0J0B*phhwhw0J/B*phhSpN0J0B*phhwhw0J0B*ph hwh'`LhFh'`Lh&o hCh&o hD h&oh3^0---------.<.....//:/C/L/Z/[/`/a/b/j/r////////40:0?0J0n0y00000071N1O1P111111111D2E2N2O2ڷַַַַڨ hh'`L h*Lh|h|h  h^6hF h^6h hF0J/B*phhF0J0B*phhhFh'`L hh'`Lhh'`L0J/B*phhh'`L0J0B*ph>|? @<@uAAB~CCDDEEgdP}gdP}gdP}gdP}P:X:Y:Z:[::::::%;&;(;);s;t;u;;;;;;;; <!<"<#<?<@<<<R=S=Z=a=====1>A>I>R>]>{>߿߱ߛۗۗۗۗۗvhcOh'`L0J/B*phhcOh'`L0J0B*ph h h'`Lh'`L hS h h h'`L0J2>*B*phjhSpNh iUjhSpNh iUjhSpNh iUhF hSpNh'`LjhSpNh'`LUhSpNh'`L0J2>*B*ph-{>|>>>>>>>>>>>>>>{?|???? @;@^@_@`@j@PAsAtAuAAAAAAA"B#BBB*C+C,CиyjhMuhcOU hMuhcOjhMuhcOUhzq^JmH sH hzqhzq^JmH sH hFmH sH hzqhzqmH sH h&hzq^JmH sH  hzqhzq h hzqhF h~ghzqh~g h~ghnWh8hzqhcO*,C4C5C6C7C~CCCCCCCCDJDKDLDDDDDDDDDDDDE|E}EEEEEEEEE1F4FFGG}JJJK߿߱ߣߕߑߑۍۆ h h'`Lh'`LhcOj hMuhcOUj hMuhcOUj hMuhcOUj hMuhcOUjhMuhcOUhF hMuhcOjhMuhcOUhMuhcO0J2>*B*ph1EFFF|GGGIIIKMLcLL3MMNOO/PPQZQQ RRgdP}gdP} #]#gdP}gdP}K KKKKKLLyLzLLLKMLMANNOOO[P\PdPhPoPpPyPzPPPPPPPPPPP:Q;QIQLQMQRQUQYQZQeQtQuQQR˴ډڅhvF hvFhvFhShW0J/B*phhW0J/B*phhChW0J/B*phhChW0J0B*phhW0J0B*ph hChWhWhFh'`L h h'`Lh h'`L0J/B*phh h'`L0J0B*ph2RRRRSSSiSnSoSrSSSSVTTU-U/U0U6U7U;UQh{"hy%0J0B*phh{"0J0B*phhbV#h{"0J0B*phhM+hAh5# hAhM+hy%h^6hchWhFh'`L4ZZZ[[E[[[j[o[[[[[[\\\ ] ]] ^^^v^^^_6_=`S`Va^afaaaaBbCbbͿͲͥ͞Ͳ͗}ͲͥͲͲpibibi hh-hF hh-h'`Lhh-hy%0J/B*phhh-hF;0J/B*phhh-hF;0J0B*ph hh-hF; hh-hWhh-hy%0J/B*phhh-hy%0J0B*ph hh-h^6 hh-hhY hh-hy% hh-h5#h5#hWh5#0J/B*phhWh5#0J0B*ph hWh5#&N]o]]v^^__``` aabbbJccd!exeeefffgdP}gdP} $#]#gdP}gdP}gdP}gdP}bbbbbbbbbbbbbbbbbbbbcc&c+c,c8c9cw?w@wAwBwCwDwEwƷ֭֩hh-hChh5~h5~\]hd;\]mHnHu*jh5~h5~;U\]h5~h5~;\]!jh5~h5~;U\]*hd;\]mHnHuAwBwCwDwEw '$#]#a$gdP} Ht"p"gd5~ Ht"1$]gd5~CP1:p<0BP/ =!"#0$% DpDyK yK http://www.specagent.com/LookUp/?ulid=226&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814682&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?ulid=227&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814685&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?ulid=228&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814688&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814689&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814690&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?ulid=261&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814800&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814801&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814802&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814803&mf=04&src=wdyX;H,]ą'cDyK yK http://www.specagent.com/LookUp/?uid=123456814804&mf=04&src=wdyX;H,]ą'c$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*T$$If!vh#v#v#v#v:V l0$5555yt*Tc$$If!vh#v#v`:V H655`44 Hyt Tc$$If!vh#v#v`:V H655`44 Hyt Tc$$If!vh#v#v`:V H655`44 Hyt Te$$Ifl!vh#v #v:V HU$5 544 Halyth4xe$$Ifl!vh#v #v:V HU$5 544 Halyth4xq$$Ifl!vh#v #v:V HU$,5 5944 Halyth4xLs   2 0@P`p2( 0@P`p 0@P`p 0@P`p 0@P`p 0@P`p 0@P`p8XV~ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@ 0@_HmH nH sH tH T`T 5~Normal Ht"]OJQJ_HmH sH tH nn @cO Heading 1$$ & F Ht"@&]5CJKH$OJPJQJ\aJj"j AcO Heading 2$$ & F Ht"@&]5CJOJPJQJ\aJf2f BcO Heading 3% & F Ht"xx@&]CJOJPJQJaJbBb CcO Heading 4! & F Ht"<@&]CJOJPJQJaJbRb DcO Heading 5! & F Ht"<@&]CJOJPJQJaJbbb EcO Heading 6! & F Ht"<@&]CJOJPJQJaJbrb FcO Heading 7! & F Ht"<@&]CJOJPJQJaJbb GcO Heading 8! & F Ht"<@&]CJOJPJQJaJb b HcO Heading 9! & F Ht"<@&]CJOJPJQJaJDA D Default Paragraph FontRi@R  Table Normal4 l4a (k (No List :: hHDR$ $*$a$CJ88 hFTR$ $*$a$CJ4O4 hSCT$*$a$5@O"@ hPRT$$ & F*$@&a$5@b@ hSUT $ & F h*$@&a$@b@ hDST $ & F h*$@&a$<OR< KhART$$ & F*$@&a$:Ob: ?hPR1$ & F*$@&a$6Or6 >hPR2$ & F*$@&a$6O6 hPR3$ & F*$@&a$6O6 hPR4$ & F*$@&a$6O6 hPR5$ & F*$@&a$8b8 hTB1$ *$^ a$8r8 hTB2$`*$^`a$88 hTB3$*$^a$88 hTB4$*$^a$88 hTB5$ *$^ a$88 hTF1 $ *$^ a$88 hTF2!$`*$^`a$88 hTF3"$*$^a$88 hTF4#$*$^a$88 hTF5$$ *$^ a$&R& hTCH%*$6b6 hTCE&p*$^`p4Or4 9hEOS'$*$a$5@@ hANT($*$a$<>*B* ph<O< <h0CMT)$*$a$ <B*ph"/" hCPR^J"/" hSPN^J"/" hSPD^J"o" hNUM^J"o" hNAM^J*o* hSI B* ^Jph*o* hIP B*^Jph,, hRJUST1$a$>o!>  SAhyperlink>*B*^Jphl :U 1:  Hyperlink>*B*^Jph4@B4 5#Header 4 H$2/Q2 4# Header Char^J4 b4 7#Footer 6 H$2/q2 6# Footer Char^J :pzPRN[8x$d %d &d 'd -DM N O P Q <B* CJph4/4 '[~EOS Char 5OJQJT/T 8pzPRN Char,5<B* CJOJQJfHphq  =OMNu; Ht"$x$d%d&d'd-DM NOPQ]<B* CJph</< )[~CMT Char<B*OJQJphR/R ;OMN Char)<B* CJOJQJfHphq 0/0 DwPR2 CharOJQJ0/0 l'PR1 CharOJQJJ/J cOHeading 1 Char5CJKH$PJ\aJF/F cOHeading 2 Char5CJPJ\aJ@/!@ cOHeading 3 Char CJPJaJ@/1@ cOHeading 4 Char CJPJaJ@/A@ cOHeading 5 Char CJPJaJ@/Q@ cOHeading 6 Char CJPJaJ@/a@ cOHeading 7 Char CJPJaJ@/q@ cOHeading 8 Char CJPJaJ@/@  cOHeading 9 Char CJPJaJbb cOSpecNoteI Ht"]#6B*CJOJPJQJ]aJph`` cO[OR]J$$ Ht"]a$!B*CJOJPJQJ^JaJph0/0 JLVART CharOJQJPK![Content_Types].xmlN0EH-J@%ǎǢ|ș$زULTB l,3;rØJB+$G]7O٭Vc:E3v@P~Ds |w< Eo  J"T%3'*-O26P:{>,RZbpҲu)<>@BCEFGIJLMNPQSTVWY[^o w&/8ERN]fruuuuuuuuv vvv'v,v7vvvwAwEw=?ADHKORUXZ\]_`abcdefghijklmnpT3L!D!M!!!! 2O2X222%3(3t3333 4:+;4;~;;;;K<<<<<<==|====EoXXXXXXXXXXXXXX !tt8@0(  B S  ?        nnnnoFonnno oFo8*urn:schemas-microsoft-com:office:smarttagsCity9*urn:schemas-microsoft-com:office:smarttagsplace=*urn:schemas-microsoft-com:office:smarttags PlaceType=*urn:schemas-microsoft-com:office:smarttags PlaceName9*urn:schemas-microsoft-com:office:smarttagsStateB*urn:schemas-microsoft-com:office:smarttagscountry-region z } GSOX`j!!!!#"'"(","-"1"L"U"d"n"))5577!8*8K8W8 9 9999999;;<<CC@MCMMM^^K_N___.b=bbbiiiimm.n0n1n3n4n6n7n9n:nCoFohi  )),,DDmm.n0n1n3n4n6n7n9n:nCoFo333333..6>>yy!!J J JJUUVV))))D*D*,,#4#4|6|6666666^8_8`8`8j8j8P9P9s9s9999999>>DD3E3EJJJJJJKKKKnKoKrKrKKKKK.N.NPPQQ[R\RjSoS~SSSSSSSSVVVVtWWOXPXXXZZZZJ[J[P_P_dd2f2fagaggg?i?i@i@iiiiiiiiikkkl$m-n.n.n1n1n:nnn!o,o0o?oBoFo..6>>yy!!J J JJUUVV))))D*D*,,#4#4|6|6666666^8_8`8`8j8j8P9P9s9s9999999>>DD3E3EJJJJJJKKKKnKoKrKrKKKKK.N.NZZZZJ[J[P_P_dd2f2fagaggg?i?i@i@iiiiiiiiikkkl$m-n.n:nnnnn!o,o0o?oBoFo|̸ }p~+dBzx_\elvvCe|' @%40(Kܵ 6OTXSq_bXS^`.^`.88^8`.^`. ^`OJQJo( ^`OJQJo( 88^8`OJQJo( ^`OJQJo(hh^h`. hh^h`OJQJo(^J PART - ^J SCHEDULE  - ^JPRODUCT DATA SHEET  - ``^``^J.``^``^J.^`^J.^`^J.  ^ `^J)` ` ^` `^J)`^``^JhHPart `^``^JhH.0^`0^JhH.p0p^p`0^JhH.@ 0@ ^@ `0^JhH.0^`0^JhH.0^`0^JhH.0^`0^JhH.0^`0^JhH.@@.@.@.@.@.@.@.@@@.@.@.@.@.@.@.@ %40 ~}|q_b6OT  L, ֣,Xs$1.,yRPS*^T Bph8  MASTERSPECjm#|V_7M B Hz ? % u l eIx.$5~h*`< }i3^FI:; = ~"5#Z$#bV#hM$=%y%l')z])V +M+Z,h- .^90J33d3C656^6!8S8{J;u=A>@B %BCDHD]DvFGuHMJ5K'`LSpNWOcOgOOP{Q>Q>QLSiTscUxUJLVXhYmdYwZ2[q\])_la d~g%bgTivj j2l}l9$n&oP>qzqrQuwDwh4xpz }P}[~z&ci)S1svQt1q0]pF;W-]AmltcV5T,zm ;dm Z"F{QA/#hR@URD{i:JH8WI^*GYa JP_qxgEa ipY8Di.v An[ 8=rJ nWv (]G.O<3m HLINKSA T5}'?http://www.specagent.com/L ?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`abcdefghijklmnopqstuvwxyz{|}~Root Entry F@(Data r1TablePWordDocumentESummaryInformation(DocumentSummaryInformation8, CompObjrMsoDataStore P(P(  !"#$%&')*+-./0123456789:;<=>?@ABCDEFGHIJKLMNOPQRSTUVWXYZ[\]^_`bdef  F Microsoft Word 97-2003 Document MSWordDocWord.Document.89qDocumentLibraryFormDocumentLibraryFormDocumentLibraryForm This value indicates the number of saves or revisions. The application is responsible for updating this value after each revision. cumentation> This value indicates the number of saves or revisions. The application is responsible for updating this value after each revision. ns:ds="http://schemas.openxmlformats.org/officeDocument/2006/customXml"/>1000Microsof Filter>Document ID GeneratorDocument ID GeneratorSynchronous100011000Microsoft.Office.DocumentManagement, Version=14.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandlerDocument ID GeneratorSynchronous100021001Microsoft.Office.DocumentManagement, Version=14.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandlerDocument ID GeneratorSynchronous100041002Microsoft.Office.DocumentManagement, Version=14.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandlerDocument ID GeneratorSynchronous100061003Microsoft.Office.DocumentManagement, Version=14.0.0.0, Culture=neutral, PublicKeyToken=71e9bce111e9429cMicrosoft.Office.DocumentManagement.Internal.DocIdHandler ՜.+,D՜.+,X hp|  8m .SECTION 092216 - NON-STRUCTURAL METAL FRAMING Title 8@ t   _PID_HLINKS _dlc_DocId_dlc_DocIdItemGuid_dlc_DocIdUrlA T5}'?http://www.specagent.com/LookUp/?uid=123456814804&mf=04&src=wd2}$?http://www.specagent.com/LookUp/?uid=123456814803&mf=04&src=wd3}!?http://www.specagent.com/LookUp/?uid=123456814802&mf=04&src=wd0}?http://www.specagent.com/LookUp/?uid=123456814801&mf=04&src=wd1}?http://www.specagent.com/LookUp/?uid=123456814800&mf=04&src=wdgp7http://www.specagent.com/LookUp/?ulid=261&mf=04&src=wd?t?http://www.specagent.com/LookUp/?uid=123456814690&mf=04&src=wd6u?http://www.specagent.com/LookUp/?uid=123456814689&mf=04&src=wd7u?http://www.specagent.com/LookUp/?uid=123456814688&mf=04&src=wdnt 7http://www.specagent.com/LookUp/?ulid=228&mf=04&src=wd:u ?http://www.specagent.com/LookUp/?uid=123456814685&mf=04&src=wdat7http://www.specagent.com/LookUp/?ulid=227&mf=04&src=wd=u?http://www.specagent.com/LookUp/?uid=123456814682&mf=04&src=wd`t7http://www.specagent.com/LookUp/?ulid=226&mf=04&src=wdSZWXXFYDWACR-487-679%d62848c0-f01d-4891-b199-d7465635e031thttp://fm/groups/cpm/TRG/odgCollaboration/_layouts/15/DocIdRedir.aspx?ID=SZWXXFYDWACR-487-679, SZWXXFYDWACR-