ࡱ> _ .bjbjzyzy G6b6bw*8T<_0L(_______$`c?_?_T_i&i&i&~_i&_i&i&bX^еpM!9\j_j_0_\vd#"d^d^"i&1?_?_+$>_dB : SECTION 05 40 00 cold-formed metal framing GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. SUMMARY Section Includes: Exterior non-load bearing wall framing. Soffit framing. Related Requirements: Retain subparagraphs below to cross-reference requirements Contractor might expect to find in this Section but are specified in other Sections. Section055000 "Metal Fabrications" for masonry shelf angles and connections. Section092216 "Non-Structural Metal Framing" for interior non-load-bearing, metal-stud framing and ceiling-suspension assemblies. REFERENCE STANDARDS The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. Reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. Materials, installation and workmanship shall comply with all applicable requirements and standards. PREINSTALLATION MEETINGS Preinstallation Conference: Conduct conference at Project site. Meet with Owner, Architect, testing and inspecting agency representative, metal framing Installer, Metal Framing Engineer, exterior sheathing Installer, and installers whose work interfaces with or affects cold-formed metal framing. Review methods and procedures related to cold-formed metal framing installation, including those contained in metal framing engineers delegated design submittal. Review design loads imposed on building structure. Review and clearly identify locations of interior and corner wind load zones of building faade. Review design wind speeds, and resulting positive and negative loads imposed on metal framing and exterior sheathing at interior zones and corner zones of building faade. Review securement of system components required to withstand design wind loads, including the following: Attachment of bottom track to floor structure, and type and spacing of fasteners. Attachment of top track to overhead structure, and type and spacing of fasteners. Attachment of studs to top and bottom tracks. Attachment of [vertical deflection] [drift] clips to overhead structure. Attachment of studs to [vertical deflection] [drift] clips. Review required minimum edge clearance from edge of slab, and size, spacing, and required penetration of fasteners. Review size and location of exterior wall framing mockup. Review requirements and understanding of Field Quality Control article. QUALITY ASSURANCE Component Design: Calculate structural properties of studs and joists in accordance with American Iron and Steel Institute (AISI) "Specification for Design of Cold Formed Steel Structural Members." Welding: Use qualified welders and comply with American Welding Society (AWS) D1.3, "Structural Welding Code Sheet Steel." Fire Rated Assemblies: Where framing units are components of assemblies indicated for a fire resistance rating, including those required for compliance with governing regulations, provide units that have been approved by governing authorities that have jurisdiction. Mockups: Build mockups to verify quality standards for materials and execution, and to demonstrate compliance with structural performance criteria and delegated design submittals. Unless otherwise requested by Owner or Architect, build mockup of typical exterior non-load-bearing wall, one structural bay wide by one story high, at an outside corner. Include studs, top track, bottom track, sealer gasket, deflection clips and bridging. Cover approximately 25 percent of wall framing with specified sheathing. Include sheathing at outside corner. Mockup shall be reviewed by Metal Framing Engineer. Mockup will be inspected by testing and inspection agency. Provide photographic documentation of approved mockup. Subject to compliance with requirements, approved mockup may become part of the completed Work. SUBMITTALS Product Data: For each type of cold-formed steel framing product and accessory. Shop Drawings: Include layout, spacings, sizes, thicknesses, and types of cold-formed steel framing; fabrication; and fastening and anchorage details, including mechanical fasteners. Indicate reinforcing channels, opening framing, supplemental framing, strapping, bracing, bridging, splices, accessories, connection details, and attachment to adjoining work. Indicate exterior sheathing screw fastener spacing to be utilized at interior zones and corner zones of building faade, as required to ensure sheathing installation will withstand negative wind pressures imposed by design wind speeds. Delegated-Design Submittal: Engineering calculations for cold-formed steel framing, signed and sealed by Metal Framing Engineer. Qualification Data: For testing agency. Welding certificates. Product Test Reports: For each listed product, for tests performed by [manufacturer and witnessed by a qualified testing agency] [a qualified testing agency]. Steel sheet. Expansion anchors. Power-actuated anchors. Mechanical fasteners. Vertical deflection clips. Horizontal drift deflection clips Miscellaneous structural clips and accessories. Insert specific model code organization in "Research Reports" Paragraph below or revise if report must be from another source. Research Reports: For non-standard cold-formed steel framing, from ICC-ES. Field Quality Control: Photographic documentation of approved exterior wall framing mockup, in digital form. Include pan and close-up photos of the following: Attachment of bottom track to floor structure. Attachment of top track to overhead structure. Attachment of studs to bottom track and top track/clips. Attachment of vertical deflection clips to overhead structure. KEEP SUBPARAGRAPH BELOW IF USING DRIFT CLIPS Attachment of horizontal drift clips to overhead structure. Attachment of studs to vertical deflection clips. KEEP SUBPARAGRAPH BELOW IF USING DRIFT CLIPS Attachment of studs to horizontal drift clips. Attachment of sheathing to studs. Pre-Inspection Notification: Submit written report that work has been reviewed for compliance by Contractor, Installer, and Metal Framing Engineer, and is ready for inspection by Testing Agency. performance requirements AISI "Specification": Calculate structural characteristics of cold-formed metal framing according to AISI's "Specification for the Design of Cold-Formed Steel Structural Members" and the following: AISI "Specification": Calculate structural characteristics of cold-formed metal framing according to AISI's "Load and Resistance Factor Design Specification for Cold-Formed Steel Structural Members" and the following: Center for Cold-Formed Steel Structures (CCFSS) Technical Bulletin, Vol. 2, No. 1, February 1993 "AISI Specification Provisions for Screw Connections." Delegated Design: Engage a qualified professional engineer (Metal Framing Engineer), as defined in Division 01 Section Quality Requirements, to design cold-formed steel framing, including fasteners and connections to building structure. Structural Performance: Engineer, fabricate and erect cold-formed metal framing with the following minimum physical and structural properties: Physical and Structural Properties: As indicated. Structural Performance: Engineer, fabricate, and erect cold-formed metal framing to withstand design loads within limits and under conditions required. Design framing systems to withstand design loads without deflections greater than the following: Exterior Load-Bearing Walls: Lateral deflection of 1/360 of the wall height, unless otherwise indicated. Interior Load-Bearing Walls: Lateral deflection of 1/360 of the wall height. review and select one of the following Exterior Nonload-Bearing Curtainwall: Lateral deflection of 1/240 of the wall height. Exterior Nonload-Bearing Curtainwall: Lateral deflection of 1/360 of the wall height. Exterior Nonload-Bearing Curtainwall: Lateral deflection of 1/600 of the wall height. Exterior Nonload-Bearing Curtainwall: Lateral deflection of 1/720 of the wall height. review and select one of the following Floor Joists: Vertical deflection of 1/240 of the span. Floor Joists: Vertical deflection of 1/360 of the span. review and select one of the following Roof Trusses: Vertical deflection of 1/240 of the span. Roof Trusses: Vertical deflection of 1/360 of the span. Design framing systems to provide for movement of framing members without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or other detrimental effects with subject to a maximum ambient temperature change (range) of 120 degrees F (67 degrees C). Design framing system to accommodate deflection of primary building structure and construction tolerances, and to maintain clearances at openings. Design exterior nonload-bearing curtainwall framing to accommodate lateral deflection without regard to contribution of sheathing materials. Engineering Responsibility: Engage a fabricator who assumes undivided responsibility for engineering cold formed metal framing by employing a qualified professional engineer to prepare design calculations, shop drawings, and other structural data. DELIVERY, STORAGE, AND HANDLING Protect cold-formed steel framing from corrosion, moisture, staining, deformation, and other damage. PRODUCTS GENERAL Materials shall meet or exceed all applicable referenced standards, federal, state and local requirements, and conform to codes and ordinances of authorities having jurisdiction. Steel Sheet: ASTMA1003/A1003M, Structural Grade, TypeH, metallic coated, of grade and coating weight as follows: Grade: As required by structural performance. G60 (Z180) COATING IS USUAL FOR EXTERIOR AND IS CONSIDERED MORE THAN ADEQUATE FOR THE NORTH AND CENTRAL TEXAS AREA. HOWEVER, THE BRICK INDUSTRY ASSOCIATION (BIA) RECOMMENDS G90 (Z275) WHEN BRICK VENEER IS USED. COASTAL AREAS AND HIGH HUMIDITY AREAS WOULD ALSO REQUIRED G90 (Z275). Coating: [G60 (Z180)] [G90 (Z275)]. Retain "Steel Sheet for (Vertical Deflection) (Drift) Clips" Paragraph below if applicable. Steel Sheet for Vertical Deflection or Drift Clips: ASTMA653/A653M, structural steel, zinc coated, of grade and coating as follows: Grade: As required by structural performance. Coating: [G60 (Z180)] [G90 (Z275)]. acceptable manufacturers Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include:  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002084" CEMCO; California Expanded Metal Products Co.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002104" ClarkDietrich Building Systems.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002090" Marino\WARE.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457002091" Nuconsteel, A Nucor Company. SCAFCO Corporation. METAL FRAMING Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows: Minimum Base-Metal Thickness: As required by design and performance requirements, but not less than 0.0538 inch (1.37 mm). Flange Width: As required by design and performance requirements, but not less than 1-5/8 inches (41 mm). Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with unstiffened flanges, and as follows: Minimum Base-Metal Thickness: As required by design and performance requirements, but not less than 0.0538 inch (1.37 mm). Flange Width: As required by design and performance requirements, but not less than 1-1/4 inches (32 mm). RETAIN "SLIP TYPE HEAD JOINTS IN PARAGRAPH BELOW FOR COMPONENTS TO COPE WITH VERTICAL DEFLECTION OF THE PRIMARY STRUCTURE. Slip-Type Head Joints for Vertical Deflection: Provideone of the following: Proprietary Vertical Deflection Clips: Manufacturer's proprietary head clips, capable of accommodating upward and downward vertical displacement of primary structure through positive mechanical attachment to stud web. Double Deflection Tracks: Manufacturer's double, deep-leg, U-shaped steel tracks, consisting of nested inner and outer tracks; unpunched, with unstiffened flanges. Outer Track: Of web depth to allow free vertical movement of inner track, with flanges designed to support horizontal loads and transfer them to the primary structure, and as follows: Minimum Base-Metal Thickness: 0.0428 inch (1.09 mm). Flange Width: As required by design. Inner Track: Of web depth indicated, and as follows: Minimum Base-Metal Thickness: 0.0428 inch (1.09 mm). Flange Width: As required by design. Substitutions: None permitted. Single Deep-Leg Track (slotted or unslotted): Not permitted. RETAIN "DRIFT CLIPS" PARAGRAPH BELOW IF DRIFT CLIPS ARE REQUIRED. DRIFT CLIPS ARE NORMALLY USED WHERE THE STUDS BYPASS THE FLOOR STRUCTURE, OR THE ROOF STRUCTURE AT PARAPETS. DELETE IF NOT REQUIRED. Drift Clips: Manufacturer's standard bypass or head clips, capable of isolating wall stud from upward and downward vertical displacement and lateral drift of primary structure through positive mechanical attachment to stud web and structure. SOFFIT FRAMING Retain this article if soffit framing is required. Exterior Soffit Frame: Manufacturer's standard C-shaped steel sections, of web depths indicated, with stiffened flanges, and as follows: Retain one steel thickness from "Minimum Base-Metal Thickness" Subparagraph below or revise to suit Project. Sequence corresponds to common thickness designators 33, 43, 54, 68, and 97 and obsolete 20-, 18-, 16-, 14-, and 12-gage designations. Minimum Base-Metal Thickness: [0.0329 inch (0.84 mm)] [0.0428 inch (1.09 mm)] [0.0538 inch (1.37 mm)] [0.0677 inch (1.72 mm)] [0.0966 inch (2.45 mm)]. Retain one flange width from "Flange Width" Subparagraph below. Flange widths may vary with application. Sequence corresponds to common flange width designators 162, 200, and 250. Flange Width: [1-5/8 inches (41 mm)] [2 inches (51 mm)] [2-1/2 inches (63 mm)], minimum. Materials and Finishes: For 16 gage and heavier units, fabricate metal framing components of structural quality steel sheet with a minimum yield point of 40,000 psi; ASTM A 446, A 570, or A 611. For 18 gage and lighter units, fabricate metal framing components of commercial quality steel sheet with a minimum yield point of 33,000 psi; ASTM A 446, A 570, or A 611. Provide galvanized finish to metal framing components complying with ASTM A 525 for minimum G 60 coating. Where metal framing provides back-up support for brick veneer, provide G90 (Z275) coating. Prime-Painted Steel Sheet: ASTM A 570 (ASTM A 570M) or ASTM A 611, cleaned, pretreated, and primed with manufacturer's baked-on, lead- and chromate-free, rust-inhibitive prime conforming to the performance requirements of FS TT-P-664. Finish of installation accessories to match that of main framing components, unless otherwise indicated. Fasteners: Provide nuts, bolts, washers, screws, and other fasteners with corrosion resistant plated finish. Electrodes for Welding: Comply with AWS Code and as recommended by stud manufacturer. Galvanizing Repair: Where galvanized surfaces are damaged, prepare surfaces and repair in accordance with procedures specified in ASTM A 780. FRAMING ACCESSORIES Fabricate steel-framing accessories of the same material and finish used for framing members, with minimum yield strength of 33,000 psi (230 MPa). Provide accessories of manufacturer's standard thickness and configuration, unless otherwise indicated, including: Supplementary framing Bracing, bridging, and solid blocking Web stiffeners Gusset plates Deflection track and vertical slide clips Reinforcement plates ANCHORS, CLIPS, AND FASTENERS Steel Shapes and Clips: ASTM A 36 (ASTM A 36M), zinc coated by the hot-dip process according to ASTM A 123. Anchor Bolts: ASTMF1554, Grade36, threaded carbon-steel hex-headed bolts and carbon-steel nuts; and flat, hardened-steel washers; zinc coated by hot-dip process according to ASTMA153/A153M, ClassC. Retain "Expansion Anchors" Paragraph below if expansion anchors are acceptable. Verify safety factor with Project's structural engineer. Revise as required or insert specific load requirements and names of acceptable products. Expansion Anchors: Fabricated from corrosion-resistant materials, with allowable load or strength design capacities calculated according to ICC-ESAC193 and ACI318 greater than or equal to the design load, as determined by testing per ASTME488 conducted by a qualified testing agency. Retain "Power-Actuated Anchors" Paragraph below if power-actuated fasteners are acceptable. Verify safety factor with Project's structural engineer. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with allowable load capacities calculated according to ICC-ESAC70, greater than or equal to the design load, as determined by testing per ASTME1190 conducted by a qualified testing agency. Mechanical Fasteners: ASTMC1513, corrosion-resistant-coated, self-drilling, self-tapping, steel drill screws. Head Type: Low-profile head beneath sheathing, manufacturer's standard elsewhere. Welding Electrodes: Comply with AWS standards. MISCELLANEOUS MATERIALS Galvanizing Repair Paint: SSPC-Paint 20 or DOD-P-21035, with dry film containing a minimum of 94 percent zinc dust by weight. Cement Grout: Portland cement, ASTM C 150, Type I; and clean, natural sand, ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration. Nonmetallic, Nonshrink Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, portland cement, shrinkage-compensating agents, plasticizing and water-reducing agents, complying with ASTM C 1107, with fluid consistency and a 30-minute working time. Shims: Load bearing, high-density multimonomer plastic, and nonleaching; or of cold-formed steel of same grade and coating as framing members supported by shims. Sealer Gaskets: Closed-cell neoprene foam, 1/4-inch (6.4 mm) thick, selected from manufacturers standard widths to match width of bottom track or rim track members. FABRICATION Framing components may be prefabricated into assemblies before erection. Fabricate panels plumb, square, true to line, and braced against racking with joints welded. Perform lifting of prefabricated units to prevent damage or distortion. Fabricate units in jig templates to hold members in proper alignment and position and to assure consistent component placement. Fastenings: Attach similar components by welding. Attach dissimilar components by welding, bolting, or screw fasteners, as standard with manufacturer. Wire tying of framing components is not permitted. Fabrication Tolerances: Fabricate units to a maximum allowable tolerance variation from plumb, level, and true to line of 1/8 inch in 10 feet and as follows: Spacing: Space individual framing members no more than plus or minus 1/8 inch (3 mm) from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. Squareness: Fabricate each cold-formed metal framing assembly to a maximum out-of-square tolerance of 1/8 inch (3 mm). EXECUTION EXAMINATION Examine supporting substrates and abutting structural framing for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. Proceed with installation only after unsatisfactory conditions have been corrected. PREPARATION Retain first two paragraphs below if sprayed fire-resistive materials are required. Before sprayed fire-resistive materials are applied, attach continuous angles, supplementary framing, or tracks to structural members indicated to receive sprayed fire-resistive materials. After applying sprayed fire-resistive materials, remove only as much of these materials as needed to complete installation of cold-formed framing without reducing thickness of fire-resistive materials below that are required to obtain fire-resistance rating indicated. Protect remaining fire-resistive materials from damage. Retain paragraph below if sealing the gap between framing and concrete or masonry construction. Install sealer gaskets at the underside of wall bottom track or rim track and at the top of foundation wall or slab at stud or joist locations. INSTALLATION, GENERAL Cold-formed steel framing may be shop or field fabricated for installation, or it may be field assembled. Install cold-formed steel framing according to AISIS200 and to manufacturer's written instructions unless more stringent requirements are indicated. Start installation of cold-formed steel framing in presence of Metal Framing Engineer. Install shop- or field-fabricated, cold-formed framing and securely anchor to supporting structure. Screw, bolt, or weld wall panels at horizontal and vertical junctures to produce flush, even, true-to-line joints with maximum variation in plane and true position between fabricated panels not exceeding 1/16 inch (1.6 mm). Install cold-formed steel framing and accessories plumb, square, and true to line, and with connections securely fastened. Cut framing members by sawing or shearing; do not torch cut. Fasten cold-formed steel framing members by welding, screw fastening, clinch fastening, or riveting. Wire tying of framing members is not permitted. Comply with AWSD1.3/D1.3M requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. Locate mechanical fasteners and install according to Shop Drawings, and complying with requirements for spacing, edge distances, and fastener penetration. Install framing members in one-piece lengths unless splice connections are indicated for track or tension members. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. Maintain braces and supports in place, undisturbed, until entire integrated supporting structure has been completed and permanent connections to framing are secured. Do not bridge building expansion joints with cold-formed steel framing. Independently frame both sides of joints. Retain first paragraph below if insulation for exterior framing is required. Install insulation, specified in Section072100 "Thermal Insulation," in built-up exterior framing members, such as headers, sills, boxed joists, and multiple studs at openings, that are inaccessible on completion of framing work. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's approved or standard punched openings. Erection Tolerances: Install cold-formed steel framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet (1:960) and as follows: Space individual framing members no more than plus or minus 1/8 inch (3 mm) from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. EXTERIOR NON-LOAD-BEARING WALL INSTALLATION Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to supporting structure as indicated. Bottom Tracks: Secure to concrete with expansion anchors or power-actuated anchors. Outer Track of Double Deflection Top Tracks: Secure to concrete with expansion anchors only; power-actuated anchors will not be permitted. Secure to structural steel with power-actuated anchors. Fasten both flanges of studs to bottom track unless otherwise indicated. Space studs as follows: Stud Spacing: As required by design, but not greater than 16 inches (406 mm) on center. Decrease spacing between studs (or increase minimum base-metal thickness) where required to ensure cold-formed metal framing system installation will withstand positive and negative wind pressures imposed by design wind speeds, as indicated in Shop Drawings. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar requirements. Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support. At Contractors option, provide one of the following: Connect proprietary vertical deflection track/clips to studs and anchor to building structure in accordance with manufacturers instructions. Install double deep-leg deflection tracks and anchor outer track to building structure. KEEP SUBPARAGRAPH BELOW IF USING DRIFT CLIPS Connect drift clips to cold-formed metal framing and anchor to building structure. Install horizontal bridging in wall studs, spaced vertically in rows indicated on Shop Drawings but not more than 48 inches (1220 mm) apart. Fasten at each stud intersection. Provide one of the following: Bridging: Cold-rolled steel channel, welded or mechanically fastened to webs of punched studs. Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and stud-track solid blocking of width and thickness to match studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs or flanges. Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall-framing system. SOFFIT INSTALLATION Retain this article if soffit framing is required. Install perimeter soffit track sized to match joists. Align and securely anchor or fasten track to supporting structure at corners, ends, and spacings indicated on Shop Drawings. Install soffit framing bearing on supporting frame, level, straight, and plumb; adjust to final position, brace, and reinforce. Fasten joists to both flanges of joist track. Install soffit framing over supporting frame with a minimum end bearing of 1-1/2 inches (38 mm). Space soffit framing not more than 2 inches (51 mm) from abutting walls, and as follows: Soffit Framing Spacing: As required by design, but not greater than 16 inches (406 mm) on center. Frame openings with built-up framing. Install bridging at intervals indicatedon Shop Drawings. Fasten bridging at each framing intersection as follows: Bridging: Combination of flat, taut, steel sheet straps of width and thickness indicated and framing-track solid blocking of width and thickness indicated. Fasten flat straps to bottom flange of joists and secure solid blocking to joist webs. Install miscellaneous framing and connections, including web stiffeners, closure pieces, clip angles, continuous angles, hold-down angles, anchors, and fasteners, to provide a complete and stable framing assembly. FIELD QUALITY CONTROL Testing: Owner reserves the right to engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. Submit written report that work has been reviewed for compliance by Contractor, Installer, and Metal Framing Engineer, and is ready for inspection by Testing Agency. The following items will be subject to testing and inspecting: Field and shop welds. Attachment of bottom track to floor structure, including the following: Spacing of fasteners. Edge clearance. Embedment / penetration of fasteners. Attachment of top track to overhead structure, including the following: Spacing of fasteners. Edge clearance. Embedment / penetration of fasteners. Attachment of studs to bottom track and top track/clips. Attachment of vertical deflection clips to overhead structure, including the following: Edge clearance. Embedment / penetration of fasteners. KEEP SUBPARAGRAPH BELOW IF USING DRIFT CLIPS Attachment of horizontal drift clips to overhead structure, including the following: Edge clearance. Embedment / penetration of fasteners. Attachment of studs to vertical deflection clips. KEEP SUBPARAGRAPH BELOW IF USING DRIFT CLIPS Attachment of studs to horizontal drift clips. Installation of bridging and bracing. Testing agency will report test results promptly and in writing to Contractor, Architect, and Metal Framing Engineer. Inspection Frequency: ADJUST QUANTITY BELOW TO SUIT SIZE AND SCOPE OF PROJECT Owner and Architect will select approximately [20] random locations, roughly 12 to 15 feet wide by one story high, to be inspected by Testing Agency. Testing Agency will inspect the following at each location: Top and Bottom Track: Each lineal foot of bottom track to structure. Each lineal foot of outer track (of double deflection track) to structure. Studs: Attachment of each stud to bottom track. Attachment of each stud to inner track of double deflection track. Attachment of each vertical deflection clip to structure. KEEP SUBPARAGRAPH BELOW IF USING DRIFT CLIPS Attachment of each horizontal drift clip to structure. Attachment of each stud to vertical deflection clip. KEEP SUBPARAGRAPH BELOW IF USING DRIFT CLIPS Attachment of each stud to horizontal drift clip. If inspections reveal repeat deficiencies or a pattern of noncompliance with requirements, as determined by the Owner, Architect, and Testing Agency, work of this Section for the entire balance of the project will be inspected by the Testing Agency at the Contractors expense. Remove and replace work where inspections indicate that it does not comply with specified requirements. Do not cover or conceal corrected work until it has been reinspected for compliance with requirements. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. REPAIRS AND PROTECTION Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold-formed steel framing with galvanized repair paint according to ASTMA780 and manufacturer's written instructions. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure that cold-formed steel framing is without damage or deterioration at time of Substantial Completion. END OF SECTION 05 40 00 FOR MDACC USE ONLY. 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