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	SECTION 05400
	COLD FORMED METAL FRAMING
	Copyright 2009 - 2013 ARCAT, Inc. - All rights reserved
	** NOTE TO SPECIFIER ** Telling Industries, LLC.; Cold Formed Metal Framing. . This section is based on the products of Telling Industries, LLC., which is located at: 2105 Larrick Road. Cambridge, OH 43725. Tel: (740) 435-8900. Fax: (740)435-8915. E-mail: sales@tellingindustries.com. Web: www.tellingindustries.com. .Telling Industries owns three manufacturing facilities located in Cambridge, OH, Charlotte, NC and Osceola, AR. Each location has state of the art roll forming and metal processing equipment. All roll-forming equipment is operated and maintained by skilled personnel.At Telling, our goal is to provide superior service. Our modern equipment uses the latest available technology to produce the best framing products on the market. .
	PART 1	GENERAL
	1.1	SECTION INCLUDES
	** NOTE TO SPECIFIER ** Delete items below not required for project.
		A.	Exterior load-bearing steel stud walls.
		B.	Interior load-bearing steel stud walls.
		C.	Exterior steel stud curtain walls.
		D.	Floor joists.
		E.	Roof trusses.
		F.	Bridging, bracing, clips and other accessories.
	1.2	RELATED SECTIONS
	** NOTE TO SPECIFIER ** Delete references below not relevant to this project, add others as required.
		A.	Section 09110 - Non-Load Bearing Wall Framing.
		B.	Section 09205 - Furring and Lathing: Lath and furring for interior plaster applications.
		C.	Section 09210 - Gypsum Plaster: Interior plaster applications.
		D.	Section 09220 - Portland Cement Plaster: Exterior Stucco and EIFS applications.
		E.	Section 09250 - Gypsum Board: Gypsum interior sheathing.
		F.	Section 09260 - Gypsum Board Assemblies: Shaft Walls and Area Separation Walls.
	1.3	REFERENCES
	** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited section.
		A.	IBC-2006 - International Building Code 2006 Edition.
		B.	AISI - NASPEC: 2004 North American Specification (NASPEC) for the Design of Cold-Formed Steel Structural Members.
		C.	AISI/COS 2004 - Standard for Cold-Formed Steel Framing - Prescriptive Method for One and Two Story Family Dwelling.
		D.	AISI - Standard for Cold-Formed Steel Framing General Provisions.
		E.	ASTM A 653-08 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process.
		F.	ASTM A 780 - Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings
		G.	ASTM A 1003-08 - Standard Specification for Steel Sheet, Carbon, Metallic- and Nonmetallic-Coated for Cold-Formed Framing Members.
		H.	ASTM C 645-08 - Standard Specification for Nonstructural Steel Framing Members
		I.	ASTM C 754-08 - Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products.
		J.	ASTM C 955-08 - Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases.
		K.	ASTM C 1007-04 - Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories.
		L.	ASTM C 1513 - Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections.
		M.	ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials.
		N.	ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials.
		O.	ASTM E 413 - Classification for Rating Sound Insulation.
		P.	AWS (American Welding Society):
			1.	AWS D1.1 "Structural Welding Code - Steel."
			2.	AWS D1.3 "Structural Welding Code - Sheet Steel."
		Q.	GA-600-06 - Gypsum Association Fire Resistance Design Manual
	1.4	DESIGN REQUIREMENTS
		A.	Design steel in accordance with American Iron and Steel Institute 2004' Publication "Specification for the Design of Cold-Formed Steel Structural Members" (2004 AISI-NASPEC) except as otherwise shown or specified.
		B.	Design steel in accordance with 2006 International Building Code (IBC 2006), except as otherwise shown.
		C.	Design Loads:
			1.	Load Bearing Design Load
				a.	As noted in contract documents and/or as indicated in the engineered drawings.
			2.	Non Load-Bearing Design Load
				a.	As indicated on the Architectural Drawings or 5 PSF minimum design lateral load is required for interior walls by building code. Shaftwall Framing minimum design lateral load is typically 5-15 PSF.
		D.	Design framing systems to withstand design loads without deflections greater than the following:
			1.	Exterior Walls: Lateral deflection of: L/240.
			2.	Exterior Walls: Lateral deflection of: L/360.
			3.	Exterior Walls: Lateral deflection of: L/600.
			4.	Interior Load-Bearing Walls: Lateral deflection of: L/240.
			5.	Interior Load-Bearing Walls: Lateral deflection of: L/360
			6.	Interior Load-Bearing Walls: Lateral deflection of: L/600.
			7.	Interior Non Load-Bearing Walls: Lateral deflection of L/120.
			8.	Interior Non Load-Bearing Walls: Lateral deflection of L/180.
			9.	Interior Non Load-Bearing Walls: Lateral deflection of L/240.
			10.	Interior Non Load-Bearing Walls: Lateral deflection of L/360.
		E.	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 when subject to a maximum ambient temperature change (range) of 67 degrees C (120 degrees F).
		F.	Design framing system to accommodate deflection of primary building structure and construction tolerances.
		G.	Design exterior non-load-bearing curtain wall framing to accommodate lateral deflection without regard to contribution of sheathing materials.
		H.	Fire Response Characteristics for fire-resistance rated assemblies that incorporate non-load bearing steel framing:
			1.	Provide materials and construction in accordance with the Gypsum Association Fire Resistance Design Manual GA-600-06 and/or the Gypsum Board manufacturer's recommendations resulting from fire test ASTM E119.
		I.	Sound Transmission Characteristics (STC): For Gypsum Assemblies that incorporate non load-bearing steel framing with STC rating requirements:
			1.	Provide materials and construction in accordance with the Gypsum association Fire Resistance Design Manual GA-600-06 and/or the Gypsum Board Manufacture's recommendations resulting from sound tests performed in accordance to ASTM E 90 or ASTM E 336.
	1.5	SUBMITTALS
		A.	Submit under provisions of Section 01300.
		B.	Product Data: Submit Manufacturer's literature or data sheets on each product to be used, including:
			1.	Manufacturer to provide independent third party certification documentation, demonstrating product compliance with current building codes and standards
				a.	ICC Evaluation Service Report.
				b.	SSMA Certification
			2.	Manufacturer shall be a member of SSMA "The Steel Stud Manufactures Association".
			3.	Preparation instructions and recommendations.
			4.	Storage and handling requirements and recommendations.
			5.	Installation methods.
		C.	Structural Calculations:
			1.	Description of design criteria.
			2.	Engineering analysis depicting stress and deflection (stiffness) requirements for each framing application.
			3.	Selection of framing components, accessories and welded connection requirements.
			4.	Verification of attachments to structure and adjacent framing components.
			5.	Engineer shall have a minimum of 5years experience with projects of similar scope.
		D.	Shop Drawings: Provide plan, section, elevation and perspective drawings as required to note the following:
			1.	Size, spacing and location of framing members, wall framing sections and opening elevations.
			2.	Framing member fastening requirements: Show connection details with screw types and locations, weld lengths and locations and other fastener requirements.
			3.	Details of vertical deflection connections to structures.
			4.	Structural bracing location and spacing.
			5.	Signature and seal of the registered P.E. (Professional Engineer) responsible for the structural design and calculation of the project.
		E.	Verification Samples: For each finish product specified, two samples representing each product specified.
	1.6	QUALITY ASSURANCE
		A.	Manufacturer Qualifications: All primary products specified in this section will be supplied by a single manufacturer with a minimum of five (5) years experience.
			1.	All primary products specified in this section will be supplied by a single manufacturer with a minimum of five (5) years experience.
			2.	All primary products supplied by manufacture to carry Independent Third Party Certification of product compliance with current building codes and standards.
				a.	ICC Evaluation Service Report
				b.	SSMA Certification
			3.	Manufacturer shall be a member of SSMA "The Steel Stud Manufactures Association".
		B.	Installer Qualifications: All products listed in this section are to be installed by a single installer with a minimum of five (5) years demonstrated experience in installing products of the same type and scope as specified.
		C.	Welding: Comply with applicable provisions of AWS D1.1 "Structural Welding Code-Steel" and AWS D1.3 "Structural Welding Code-Sheet Steel."
			1.	Qualify welding processes and welding operators in accordance with AWS "Standard Qualification Procedure".
		D.	Contractor shall provide effective, full time quality control over all fabrication and erection complying with pertinent codes and regulations of government agencies having jurisdiction.
	** NOTE TO SPECIFIER ** Include a mock-up if the project size and/or quality warrant taking such a precaution. The following is one example of how a mock-up on a large project might be specified. When deciding on the extent of the mock-up, consider all the major different types of work on the project.
		E.	Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.
			1.	Finish areas designated by Architect.
			2.	Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect.
			3.	Refinish mock-up area as required to produce acceptable work.
	1.7	DELIVERY, STORAGE, AND HANDLING
		A.	Store products in manufacturer's unopened packaging until ready for installation.
		B.	Store and dispose of hazardous materials, and materials contaminated by hazardous materials, in accordance with requirements of local authorities having jurisdiction.
		C.	Store materials protected from exposure to rain, snow or other harmful weather conditions, at temperature and humidity conditions per the recommendations of ASTM C 955-06 and ASTM C754
	1.8	PROJECT CONDITIONS
		A.	Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.
	1.9	WARRANTY
		A.	At project closeout, provide to Owner or Owners Representative an executed copy of the manufacturer's standard limited warranty against manufacturing defect, outlining its terms, conditions, and exclusions from coverage.
	PART 2	PRODUCTS
	2.1	MANUFACTURERS
		A.	Acceptable Manufacturer:
			1.	Telling Industries, LLC.; 6272 Center Street; Mentor, Ohio 44060 Tel: 440-974-3370; Fax 440-974-3408; E-mail: Sales@tellingindustries.com; Web; www.tellingindustries.com.
			2.	Telling Industries; 2105 Larrick Road, Cambridge, OH 43725. ASD. Tel: (740)435-8900. Fax: (740) 435-8915. E-mail: sales@tellingindustries.com. Web: www.tellingindustries.com.
			3.	Telling Industries; 1400 Southwire Road; Osceola, Arkansas 72370; Te1: 1-866-357-8837.
			4.	Telling Industries; 4425 Windrose Lane; Kingman, Arizona 86401; Tel: 1-866-357-8837.
	** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product options and substitutions.
		B.	Substitutions: Not permitted.
		C.	Requests for substitutions will be considered in accordance with provisions of Section 01600.
	2.2	MATERIALS - STEEL
		A.	Coatings: Galvanized Steel Meeting or Exceeding the Requirements of ASTM A 1003-08.
			1.	Non Load-Bearing Steel Coating: Galvanized G40 minimum coating; complying with ASTM C 645-08 minimums.
			2.	Non Load-Bearing Steel Coating: Galvanized G-60 minimum coating.
			3.	Non Load Bearing Steel Coating: Galvanized G-90 minimum coating.
			4.	Load-Bearing Steel Coating: Galvanized G-60 minimum coating, complying with ASTM C 955-08 minimums.
			5.	Load BearingSteel Coating: Galvanized G-90 minimum coating.
		B.	Yield Strength:
			1.	Framing elements manufactured from galvanized steel ranging from18-43 mills (25Ga-18Ga) thickness shall be manufactured from 33ksi minimum steel.
			2.	Framing elements manufactured from galvanized steel ranging from 54-97 mills 16Ga-12Ga) thickness shall be manufactured from 50ksi minimum steel.
		C.	Product Marking and Identification:
			1.	Manufacturer shall mark all pallets, units or crates with a clear skid label identifying the parts in accordance with SSMA guidelines.
				a.	SSMA Certification Label where applicable
			2.	Manufacturer shall mark individual members with ink-jet or other indelible process at 48 inches (1219mm) O.C. with:
				a.	Manufacturer's Name or trade initials.
				b.	Product description in accordance with SSMA guidelines.
				c.	Gauge.
				d.	Coating.
				e.	Yield Strength.
				f.	ICC-ESR#.
				g.	nufacturing location identifier.
	** NOTE TO SPECIFIER ** Retain only framing components required on this project and delete all others. Delete the entire next article if not required.
	2.3	NON-STRUCTURAL FRAMING COMPONENTS
	** NOTE TO SPECIFIER ** Where multiple stud types are required, copy and paste the entire next paragraph and modify the included text for each type.
		A.	Non-Structural Partition Studs: Roll formed channel shaped non-load-bearing galvanized steel C-studs for use in interior partitions.
	** NOTE TO SPECIFIER ** Where known, insert product identification code based on the web depth and material thickness selected. Insert web depth code in the first spot and the material thickness code in the second. Delete if not required.
			1.	Product Identification: ___S___-__
	** NOTE TO SPECIFIER ** Select web depth. Delete six of the next seven paragraphs. If more than one size is required, identify the location where each product will be used on the Contract Drawings.
			2.	Web Depth: 1 5/8 inch (41 mm) - 162 web.
			3.	Web Depth: 2 1/2 inch (64 mm) - 250 web.
			4.	Web Depth: 3 1/2 inch (89 mm) - 350 web.
			5.	Web Depth: 3 5/8 inch (92 mm) - 362 web.
			6.	Web Depth: 4 inch (102 mm) - 400 web.
			7.	Web Depth: 5 1/2 inch (104 mm) - 550 web.
			8.	Web Depth: 6 inch (152 mm) - 600 web.
			9.	Flange/Leg Height: 1 1/4 inch (32 mm) - 125 flange.
	** NOTE TO SPECIFIER ** Select material thickness. Delete five of the next six paragraphs.
			10.	Design Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm) - 18 material thickness.
			11.	Design Thickness: 22 gauge/ 27 mils - 0.028 in. (0.71 mm) - 27 material thickness.
			12.	Design Thickness: 20 gauge/30 mils - 0.031 in. (0.79 mm) - 30 material thickness.
			13.	Design Thickness: 20 gauge/33 mils - 0.034 in. (0.84 mm) - 33 material thickness.
			14.	Design Thickness: As required by design.
			15.	Design Thickness: As indicated on drawings.
	** NOTE TO SPECIFIER ** Select punch out type. Delete one of the next two paragraphs.
			16.	Punch Outs: Rectangular punch outs located 12 inches (305mm) from base and every 24 inches (610mm) thereafter.
			17.	Punch Outs: Keyhole punch outs located 12 inches (305mm) from base and every 24 inches (610mm) thereafter.
			18.	Minimum Yield Strength (Fy): 33ksi (227 MPa).
	** NOTE TO SPECIFIER ** Where multiple track types are required, copy and paste the entire next paragraph and modify the included text for each type.
		B.	Non-Structural Partition Track: Roll formed channel shaped galvanized steel track for use in interior partitions.
	** NOTE TO SPECIFIER ** Where known, insert product identification code based on the web depth, flange height and material thickness selected. Insert web depth code in the first spot, flange height in the second and the material thickness code in the third. Delete if not required.
			1.	Product Identification: ___T___-__
	** NOTE TO SPECIFIER ** Select Track Type. Delete one of the next two paragraphs.
			2.	Track Type: Hemmed Track.
			3.	Track Type: High Leg Track.
			4.	Track Type: Deflection Track.
	** NOTE TO SPECIFIER ** Select web depth. Delete six of the next seven paragraphs. If more than one size is required, identify the location where each product will be used on the Contract Drawings.
			5.	Web Depth: 1 5/8 inch (41 mm) - 162 web.
			6.	Web Depth: 2 1/2 inch (64 mm) - 250 web.
			7.	Web Depth: 3 1/2 inch (89 mm) - 350 web.
			8.	Web Depth: 3 5/8 inch (92 mm) - 362 web.
			9.	Web Depth: 4 inch (102 mm) - 400 web.
			10.	Web Depth: 5 1/2 inch (104 mm) - 550 web.
			11.	Web Depth: 6 inch (152 mm) - 600 web.
	** NOTE TO SPECIFIER ** Select flange length. Delete five of the next six paragraphs. If more than one size is required, identify the location where each product will be used on the Contract Drawings.
			12.	Flange Length: 1 1/4 inch (32 mm) - 125 flange.
			13.	Flange Length: 1 1/2 inch (38 mm) - 150 flange.
			14.	Flange Length: 2 inch (51 mm) - 200 flange.
			15.	Flange Length: 2 1/2 inch (64 mm) - 250 flange.
			16.	Flange Length: 3 inch (76 mm) - 300 flange.
			17.	Flange Length: 3 1/2 inch (89 mm) - 350 flange.
	** NOTE TO SPECIFIER ** Select material thickness. Delete two of the next seven paragraphs.
			18.	Design Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm) - 18 material thickness.
			19.	Design Thickness: 22 gauge/ 27 mils - 0.028 in. (0.71 mm) - 27 material thickness.
			20.	Design Thickness: 20 gauge drywall/30 mils - 0.031 in. (0.79 mm) - 30 material thickness.
			21.	Design Thickness: 20 gauge structural/ 33 mils - 0.034 in. (0.88 mm) - 33 material thickness.
			22.	Design Thickness: As required by design.
			23.	Design Thickness: As indicated on drawings.
			24.	Design Thickness: Track thickness to match wall stud thickness.
			25.	Minimum Yield Strength (Fy): 33ksi (227 MPa).
	** NOTE TO SPECIFIER ** Retain only shaft wall framing components required on this project and delete all others. Delete the entire next article if not required.
	2.4	SHAFT WALL FRAMING COMPONENTS
		A.	C-T Stud: Roll formed galvanized steel studs for use in shaft wall construction.
	** NOTE TO SPECIFIER ** Select depth. Delete two of the next three paragraphs. If more than one size is required, identify the location where each product will be used on the Contract Drawings.
			1.	Depth: 2 1/2 inch (64 mm).
			2.	Depth: 4 inch (102 mm).
			3.	Depth: 6 inch (152 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete five of the next six paragraphs.
			4.	Design Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
			5.	Design Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
		B.	J Track: Roll formed galvanized steel track for use in shaft wall construction.
	** NOTE TO SPECIFIER ** Select depth. Delete two of the next three paragraphs. If more than one size is required, identify the location where each product will be used on the Contract Drawings.
			1.	Depth: 2 1/2 inch (64 mm).
			2.	Depth: 4 inch (102 mm).
			3.	Depth: 6 inch (152 mm).
	** NOTE TO SPECIFIER ** Select minimum material thickness. Delete five of the next six paragraphs.
			4.	Design Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
			5.	Design Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
		C.	Jamb Strut:
			1.	Depth: 2 1/2 inch (64 mm).
			2.	Depth: 4 inch (102 mm).
			3.	Depth: 6 inch (152 mm).
	** NOTE TO SPECIFIER ** Select minimum material thickness. Delete five of the next six paragraphs.
			4.	Design Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
			5.	Design Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
		D.	J-L Corner: Roll formed galvanized steel track for use in shaft wall construction.
	** NOTE TO SPECIFIER ** Select depth. Delete two of the next three paragraphs. If more than one size is required, identify the location where each product will be used on the Contract Drawings.
			1.	Depth: 2 1/2 inch (64 mm).
			2.	Depth: 4 inch (102 mm).
			3.	Depth: 6 inch (152 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete five of the next six paragraphs.
			4.	Design Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
			5.	Design Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
	** NOTE TO SPECIFIER ** Retain only area separation wall framing components required on this project and delete all others. Delete the entire next article if not required.
	2.5	AREA SEPARATION WALL FRAMING
		A.	H-Studs (Area Separation Wall Stud).
		B.	ASW Track (Area Separation Wall Stud).
	** NOTE TO SPECIFIER ** Retain only drywall framing accessories required on this project and delete all others. Delete the entire next article if not required.
	2.6	NON-STRUCTURAL FRAMING ACCESSORIES
		A.	Drywall Furring Channel (DWFC): Accessory component for use furring out ceilings and masonry walls. Knurled face prevents screw "ride" when attaching gypsum wallboard.
	** NOTE TO SPECIFIER ** Select channel size. Delete one of the next two paragraphs.
			1.	Size: 7/8 inch (22mm).
			2.	Size: 1 1/2 inch (39mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete six of the next seven paragraphs.
			3.	Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
			4.	Thickness: 22 gauge/ 27 mils - 0.028 in. (0.71 mm).
			5.	Thickness: 20 gauge/30 mils - 0.031 in. (0.79 mm).
			6.	Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm)
			7.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
			8.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
			9.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
		B.	Resilient Furring Channel (RC): For use as cross furring members for resilient attachment of gypsum wallboard or lath on ceilings and partitions.
	** NOTE TO SPECIFIER ** Select channel type(s). retain only those required and delete all others.
			1.	Type: RC1 Single Leg.
			2.	Type: RC-2 Double Leg.
			3.	Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
		C.	Z-Furring Channel (ZFC): Designed to accommodate the installation of rigid insulation board while providing an attachment for drywall or other facing materials to the interior side of masonry or monolithic concrete walls.
	** NOTE TO SPECIFIER ** Select channel type(s). retain only those required and delete all others.
			1.	Type: Z-100 - 1 inch (25mm).
			2.	Type: Z-150 - 1 1/2 inch (39mm).
			3.	Type: Z-200 - 2 inch (52mm).
		D.	Galvanized Cold Rolled Channel (CRC) 16 Ga. (54): For use bridging and bracing, and in conjunction with lath and plaster in partitions ceilings, columns and other specified framing locations.
	** NOTE TO SPECIFIER ** Select channel type(s). retain only those required and delete all others.
			1.	Type: 75U050-54 - 3/4 inch (19mm) channel.
			2.	Type: 150U050-54 - 1 1/2 inch (39mm) channel.
			3.	Type: 200U050-54 - 2 inch (51mm) channel.
			4.	Type: 250U050-54 - 2 1/2 inch (64mm) channel.
		E.	Rolled Angles (RA): Galvanized steel angle stock.
	** NOTE TO SPECIFIER ** Select angle size(s). Retain only those required and delete all others.
			1.	Size: 1 1/2 inch x 1 1/2 inch (39mm x 39mm).
			2.	Size: 1 1/2 inch x 2 inch (39mm x 51mm).
			3.	Size: 2 inch x 2 inch (51mm x 51mm).
			4.	Size: 2 inch x 3 inch (51mm x 76mm).
			5.	Size: 3 inch x 3 inch (76mm x 76mm).
	** NOTE TO SPECIFIER ** Select thickness. Delete six of the next seven paragraphs.
			6.	Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
			7.	Thickness: 22 gauge/ 27 mils - 0.028 in. (0.71 mm).
			8.	Thickness: 20 gauge/30 mils - 0.031 in. (0.79 mm).
			9.	Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm)
			10.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
			11.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
			12.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm)
		F.	Flat Strapping (FS): For providing tension force resistance in shear wall assemblies.
	** NOTE TO SPECIFIER ** Select width(s). retain only those required and delete all others.
			1.	Width: 2 inch (51mm).
			2.	Width: 4 inch (102mm).
			3.	Width: 6 inch (152mm).
			4.	Width 8 inch (203mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete six of the next seven paragraphs.
			5.	Thickness: 25 gauge/ 18 mils - 0.018 in. (0.46 mm).
			6.	Thickness: 22 gauge/ 27 mils - 0.028 in. (0.71 mm).
			7.	Thickness: 20 gauge/ 30 mils - 0.031 in. (0.79 mm).
			8.	Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
			9.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
			10.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
			11.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
		G.	Drywall Corner Bead (DCB): 1 1/4 inch by 1 1/4 inch (32mm x 32mm) bead for durable protection at drywall outside corners.
		H.	Bead: Provides a finished edge at wallboard terminations.
	** NOTE TO SPECIFIER ** Select bead type(s). Retain only those required and delete all others.
			1.	Type: L-50 - 1/2 inch (13mm) L-Bead.
			2.	Type: L-62 - 5/8 inch (15mm) L-Bead.
			3.	Type: J-50 - 1/2 inch (13mm) J-Bead.
			4.	Type: J-62 - 5/8 inch (15mm) J-Bead.
		I.	Reveal Trim (RT): Provides edge protection around doors and windows or any partition junction openings.
	** NOTE TO SPECIFIER ** Select trim type(s). Retain only those required and delete all others.
			1.	Type: RT-50 - 1/2 inch (13mm) Trim.
			2.	Type: RT-62 - 5/8 inch (15mm) Trim.
		J.	Fasteners: Self-drilling, self-tapping screws; complying with ASTM C 1513 - Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections.
		K.	Touch-up paint: Complying with ASTM A 780 - Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dipped Galvanized Coatings
	** NOTE TO SPECIFIER ** Retain only framing components required on this project and delete all others. Delete the entire next article if not required.
	2.7	STRUCTURAL FRAMING COMPONENTS
	** NOTE TO SPECIFIER ** Where multiple types are required, copy and paste the entire next paragraph and modify the included text for each type.
		A.	Structural Metal Studs, Joists and Rafters: Roll formed channel shaped load-bearing galvanized steel C-studs for use in bearing wall construction.
	** NOTE TO SPECIFIER ** Where known, insert product identification code based on the web depth, leg height and material thickness selected. Insert web depth code in the first spot, leg height in the second and material thickness in the third. Delete if not required.
			1.	Product Identification: ___S___-__
	** NOTE TO SPECIFIER ** Select web depth. Delete 13 of the next 14 paragraphs.
			2.	Web Depth: 2 1/2 inch (64 mm) - 250 web.
			3.	Web Depth: 3 1/2 inch (89 mm) - 350 web.
			4.	Web Depth: 3 5/8 inch (92 mm) - 362 web.
			5.	Web Depth: 4 inch (102 mm) - 400 web.
			6.	Web Depth: 5 1/2 inch (104 mm) - 550 web.
			7.	Web Depth: 6 inch (152 mm) - 600 web.
			8.	Web Depth: 7 1/4 inch (184 mm) - 725 web.
			9.	Web Depth: 8 inch (203 mm) - 800 web.
			10.	Web Depth: 925 inch (235 mm) - 925 web.
			11.	Web Depth: 10 inch (254 mm) - 1000 web.
			12.	Web Depth: 11 1/2 inch (292 mm) - 1150 web.
			13.	Web Depth: 12 inch (305 mm) - 1200 web.
			14.	Web Depth: 13 1/2 inch (343 mm) - 1350 web.
			15.	Web Depth: 14 inch (356 mm) - 1400 web.
	** NOTE TO SPECIFIER ** Select leg height. Delete four of the next five paragraphs.
			16.	Flange/Leg Height: 1 3/8 inch (35 mm) - 137 flange.
			17.	Flange/Leg Height: 1 5/8 inch (41 mm) - 162 flange.
			18.	Flange/Leg Height: 2 inch (52 mm) - 200 flange.
			19.	Flange/Leg Height: 2.5 inch (64 mm) - 250 flange.
			20.	Flange/Leg Height: 3 inch (76 mm) - 300 flange.
	** NOTE TO SPECIFIER ** Select material thickness. Delete six of the next seven paragraphs.
			21.	Design Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm) - 97 material thickness.
			22.	Design Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm) - 68 material thickness.
			23.	Design Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm) - 54 material thickness.
			24.	Design Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm) - 43 material thickness.
			25.	Design Thickness: 20 gauge/ 33 mils - 0.0346 in. (0.88 mm) - 33 material thickness.
			26.	Design Thickness: As required by design.
			27.	Design Thickness: As indicated on drawings.
			28.	Punch Outs: Oval punch outs located 12 inches (305mm) from base and every 24 inches (610mm) thereafter.
	** NOTE TO SPECIFIER ** Select minimum yield strength. Delete two of the next three paragraphs.
			29.	Minimum Yield Strength (Fy): 33ksi (227 MPa).
			30.	Minimum Yield Strength (Fy): 50ksi (345 MPa).
			31.	Minimum Yield Strength (Fy): As required by design.
	** NOTE TO SPECIFIER ** Where multiple track types are required, copy and paste the entire next paragraph and modify the included text for each type.
		B.	Structural Metal Track: Roll formed channel shaped galvanized steel track for use in bearing wall construction.
	** NOTE TO SPECIFIER ** Where known, insert product identification code based on the web depth, flange height and material thickness selected. Insert web depth code in the first spot, flange height in the second and the material thickness code in the third. Delete if not required
			1.	Product Identification: ___T___-__
	** NOTE TO SPECIFIER ** Select Track Type. Delete one of the next two paragraphs.
			2.	Track Type: Hemmed Track.
			3.	Track Type: High Leg Track.
	** NOTE TO SPECIFIER ** Select web depth. Delete 13 of the next 14 paragraphs.
			4.	Web Depth: 2 1/2 inch (64 mm) - 250 web.
			5.	Web Depth: 3 1/2 inch (89 mm) - 350 web.
			6.	Web Depth: 3 5/8 inch (92 mm) - 362 web.
			7.	Web Depth: 4 inch (102 mm) - 400 web.
			8.	Web Depth: 5 1/2 inch (104 mm) - 550 web.
			9.	Web Depth: 6 inch (152 mm) - 600 web.
			10.	Web Depth: 7 1/4 inch (184 mm) - 725 web.
			11.	Web Depth: 8 inch (203 mm) - 800 web.
			12.	Web Depth: 9 1/4 inch (235 mm) - 925 web.
			13.	Web Depth: 10 inch (254 mm) - 1000 web.
			14.	Web Depth: 11 1/2 inch (292 mm) - 1150 web.
			15.	Web Depth: 12 inch (305 mm) - 1200 web.
			16.	Web Depth: 13 1/2 inch (343 mm) - 1350 web.
			17.	Web Depth: 14 inch (356 mm) - 1400 web.
	** NOTE TO SPECIFIER ** Select flange length. Delete five of the next six paragraphs.
			18.	Flange Length: 1 1/4 inch (32 mm) - 125 flange.
			19.	Flange Length: 1 1/2 inch (38 mm) - 150 flange.
			20.	Flange Length: 2 inch (51 mm) - 200 flange.
			21.	Flange Length: 2 1/2 inch (64 mm) - 250 flange.
			22.	Flange Length: 3 inch (76 mm) - 300 flange.
			23.	Flange Length: 3 1/2 inch (89 mm) - 350 flange.
	** NOTE TO SPECIFIER ** Select material thickness. Delete seven of the next eight paragraphs.
			24.	Design Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm) - 97 material thickness.
			25.	Design Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm) - 68 material thickness.
			26.	Design Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm) - 54 material thickness.
			27.	Design Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm) - 43 material thickness.
			28.	Design Thickness: 20 gauge/ 33 mils - 0.0346 in. (0.88 mm) - 33 material thickness.
			29.	Design Thickness: As required by design.
			30.	Design Thickness: As indicated on drawings.
			31.	Design Thickness: Track thickness to match wall stud thickness.
	** NOTE TO SPECIFIER ** Select minimum yield strength. Delete three of the next four paragraphs.
			32.	Minimum Yield Strength (Fy): 33ksi (227 MPa).
			33.	Minimum Yield Strength (Fy): 50ksi (345 MPa).
			34.	Minimum Yield Strength (Fy): As required by design.
			35.	Minimum Yield Strength (Fy): to match wall stud yield strength.
	2.8	STRUCTURAL FRAMING ACCESSORIES
		A.	Custom Leg Track:
	** NOTE TO SPECIFIER ** Select web depth. Delete 13 of the next 14 paragraphs.
			1.	Web Depth: 2 1/2 inch (64 mm) - 250 web.
			2.	Web Depth: 3 1/2 inch (89 mm) - 350 web.
			3.	Web Depth: 3 5/8 inch (92 mm) - 362 web.
			4.	Web Depth: 4 inch (102 mm) - 400 web.
			5.	Web Depth: 5 1/2 inch (104 mm) - 550 web.
			6.	Web Depth: 6 inch (152 mm) - 600 web.
			7.	Web Depth: 7 1/4 inch (184 mm) - 725 web.
			8.	Web Depth: 8 inch (203 mm) - 800 web.
			9.	Web Depth: 9 1/4 inch (235 mm) - 925 web.
			10.	Web Depth: 10 inch (254 mm) - 1000 web.
			11.	Web Depth: 11 1/2 inch (292 mm) - 1150 web.
			12.	Web Depth: 12 inch (305 mm) - 1200 web.
			13.	Web Depth: 13 1/2 inch (343 mm) - 1350 web.
			14.	Web Depth: 14 inch (356 mm) - 1400 web.
	** NOTE TO SPECIFIER ** Select flange length. Delete three of the next four paragraphs.
			15.	Flange Length: 2 inch (51 mm) - 200 flange.
			16.	Flange Length: 2 1/2 inch (64 mm) - 250 flange.
			17.	Flange Length: 3 inch (76 mm) - 300 flange.
			18.	Flange Length: 3 1/2 inch (89 mm) - 350 flange.
	** NOTE TO SPECIFIER ** Select material thickness. Delete seven of the next eight paragraphs.
			19.	Design Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm) - 97 material thickness.
			20.	Design Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm) - 68 material thickness.
			21.	Design Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm) - 54 material thickness.
			22.	Design Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm) - 43 material thickness.
			23.	Design Thickness: 20 gauge/ 33 mils - 0.0346 in. (0.88 mm) - 33 material thickness.
			24.	Design Thickness: As required by design.
			25.	Design Thickness: As indicated on drawings.
			26.	Design Thickness: Track thickness to match wall stud thickness.
	** NOTE TO SPECIFIER ** Select minimum yield strength. Delete three of the next four paragraphs.
			27.	Minimum Yield Strength (Fy): 33ksi (227 MPa).
			28.	Minimum Yield Strength (Fy): 50ksi (345 MPa).
			29.	Minimum Yield Strength (Fy): As required by design.
			30.	Minimum Yield Strength (Fy): to match wall stud yield strength.
		B.	Flat Strapping (FS): For providing tension force resistance in shear wall assemblies.
	** NOTE TO SPECIFIER ** Select width(s). Retain only those required and delete all others.
			1.	Width: 2 inch (51mm).
			2.	Width: 4 inch (102mm).
			3.	Width: 6 inch (152mm).
			4.	Width: 8 inch (203mm).
			5.	Width: 10 inch (254mm).
			6.	Width: 12 inch (305mm).
			7.	Width: As required by design.
	** NOTE TO SPECIFIER ** Select material thickness. Delete four of the next five paragraphs.
			8.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
			9.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
			10.	Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
			11.	Thickness: 22 gauge/ 27 mils - 0.028 in. (0.71 mm).
			12.	Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete two of the next three paragraphs.
			13.	Design Thickness: As required by design.
			14.	Design Thickness: As indicated on drawings.
			15.	Design Thickness: Track thickness to match wall stud thickness.
		C.	Web Stiffeners (WS): For reinforcement of C shaped framing members/webs and allowing transfer of axial loads at bearing conditions.
	** NOTE TO SPECIFIER ** Select length(s). Retain only those required and delete all others.
			1.	Length: 4 inch (102 mm).
			2.	Length: 6 inch (152 mm).
			3.	Length: 7 1/4 inch (184 mm).
			4.	Length: 8 inch (203 mm).
			5.	Length: 9 1/4 inch (235 mm).
			6.	Length: 10 inch (254 mm).
			7.	Length: 11 1/2 inch (292 mm).
			8.	Length: 12 inch (305 mm).
			9.	Length: 13 1/2 inch (343 mm).
			10.	Length: 14 inch (356 mm).
			11.	Design Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
		D.	Bridge Clip (BC): For alternate screw attachment of CRC bridging to stud webs in place of direct welds.
			1.	Leg Dimensions: 1 1/2 inch by 1 1/2 inch (39 mm x 39 mm).
			2.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
	** NOTE TO SPECIFIER ** Select length. Delete two of the next three paragraphs.
			3.	Length: 2 1/2 inch (64 mm).
			4.	Length: 3 5/8 inch (92 mm).
			5.	Length: 5 1/2 inch (104 mm).
		E.	Rolled Angles (RA): Galvanized steel angle stock for 90 degree corner enclosures at lapped framing locations. Provides in frame stability of framework.
	** NOTE TO SPECIFIER ** Select angle size(s). retain only those required and delete all others.
			1.	Size: 7/8 inch x 1 3/8 inch (22mm x 35mm).
				a.	Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
			2.	Size: 1 1/2 inch x 1 1/2 inch (38mm x 38mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete four of the next five paragraphs.
				a.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
				b.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
				c.	Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
				d.	Thickness: 22 gauge/ 27 mils - 0.028 in. (0.71 mm).
				e.	Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
			3.	Size: 2 inch x 2 inch (51mm x 51mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete five of the next six paragraphs.
				a.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				b.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
				c.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
				d.	Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
				e.	Thickness: 22 gauge/ 27 mils - 0.028 in. (0.71 mm).
				f.	Thickness: 25 gauge/18 mils - 0.018 in. (0.46 mm).
			4.	Size: 3 inch x 3 inch (76mm x 76mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete four of the next five paragraphs.
				a.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
				b.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				c.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
				d.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
				e.	Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
			5.	Size: 2 inch x 4 inch (51mm x 102mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete four of the next five paragraphs.
				a.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
				b.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				c.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
				d.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
				e.	Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
			6.	Size: 3 inch x 6 inch (76mm x 152mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete four of the next five paragraphs.
				a.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
				b.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				c.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
				d.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
				e.	Thickness: 20 gauge/ 33 mils - 0.034 in. (0.88 mm).
		F.	Clip Angles (RA): Galvanized steel angle stock for miscellaneous attachment of framing components.
	** NOTE TO SPECIFIER ** Select length(s). retain only those required and delete all others.
			1.	Width: 3 5/8 inch (92 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete one of the next two paragraphs.
				a.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
				b.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
			2.	Width: 4 inch (102 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete one of the next two paragraphs.
				a.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
				b.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
			3.	Width: 6 inch (152 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete two of the next three paragraphs.
				a.	Thickness: 18 gauge/ 43 mils - 0.0451 in. (1.15 mm).
				b.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				c.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
			4.	Width: 7 1/4 inch (184 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete one of the next two paragraphs.
				a.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				b.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
			5.	Width: 8 inch (203 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete one of the next two paragraphs.
				a.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				b.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
			6.	Width: 9 1/4 inch (235 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete one of the next two paragraphs.
				a.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				b.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
			7.	Width: 10 inch (254 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete one of the next two paragraphs.
				a.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				b.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
			8.	Width: 12 inch (305 mm).
	** NOTE TO SPECIFIER ** Select material thickness. Delete one of the next two paragraphs.
				a.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
				b.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
		G.	Foundation Clip (FC): For attachment of studs and joists to masonry walls or foundations
			1.	Slot Dimensions: 9/16 inch (14 mm) by 1 1/2 inch (39 mm) oval.
			2.	Slot Dimensions: 3/4 inch (19 mm) by 1 1/2 inch (39 mm) rectangle.
	** NOTE TO SPECIFIER ** Select material thickness. 14 and 16 gauge are standard, 12 gauge is available upon request. Delete two of the next three paragraphs.
			3.	Thickness: 14 gauge/ 68 mils - 0.0713 in. (1.81 mm).
			4.	Thickness: 16 gauge/ 54 mils - 0.0566 in. (1.44 mm).
			5.	Thickness: 12 gauge/ 97 mils - 0.1017 in. (2.58 mm).
	PART 3	EXECUTION
	3.1	EXAMINATION
		A.	Do not begin installation until substrates have been properly prepared.
		B.	If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
		C.	Verify that all rough-in utilities are located properly.
	3.2	PREPARATION
		A.	Clean surfaces thoroughly prior to installation.
		B.	Prepare attachment surfaces so they are plumb, level and in proper alignment for accepting the cold formed framing members. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.
	3.3	FABRICATION
		A.	Prior to fabrication of framing, submit shop drawings to the architect or engineer to obtain approval.
		B.	Framing components may be preassembled into panels prior to erecting. Prefabricate panels so they are square, with components attached in a manner which prevents racking and minimizes distortion during lifting and transport.
		C.	Fabrication Instructions:
			1.	Cut all framing components square for attachment to perpendicular members or as required for an angular fit against abutting members.
			2.	Plumb, align and securely attach studs to flanges of both upper and lower runners, except that in the case of interior, non-load bearing walls where studs need not be attached to upper or lower runners.
			3.	In all doubled jamb studs and doubled headers not accessible to insulation contractors, provide insulation equal to that specified elsewhere.
			4.	Splices in members other than top and bottom runner track are not permitted.
			5.	Provide temporary bracing where required, until erection is complete.
			6.	Handling and lifting of pre-fabricated panels shall be done in a manner so as not to cause distortion in any manner.
	** NOTE TO SPECIFIER ** The following article applies to non-load bearing applications. Delete if not required.
	3.4	ERECTION - NON AXIAL LOAD-BEARING CURTAIN WALL APPLICATIONS
		A.	Install cold-formed framing in accordance with ASTM C 754
		B.	Install in accordance with manufacturer's instructions.
		C.	Framing Installation:
			1.	Install Framing components plumb, level and square, in strict accordance with approved drawings
			2.	Align floor and ceiling tracks; locate to layout and securely anchor to the supporting structure.
			3.	Align and plumb studs, and securely attach both upper and lower track legs to the flanges of the stud with approved fastener
			4.	Install jack studs or cripples below window sills, above door and window headers and elsewhere as required to provide lateral support.
			5.	Provide lateral bracing by use of wall sheathing and/or cold rolled channel or horizontal strapping. Bracing shall conform to Section D3 of AISI-NASPEC.
			6.	Provisions for vertical movement of supporting structure must be made at all locations noted on the Contract Documents and/or where indicated in the engineered drawings.
			7.	Handling and lifting of pre-fabricated panels shall be done in a manner so as not to cause distortion in any manner.
	3.5	INSTALLATION - SHAFTWALL FRAMING; RUNNERS, STUDS AND LINER BOARDS
		A.	C-T Shaft Wall Installation:
			1.	Lay out Shaft Wall as indicated on construction drawings.
			2.	Securely Anchor Tabbed J-Track at floor and overhead with the longer leg facing the shaft side with an approved fastener.
			3.	Apply non-hardening, flexible sealant in a continuous application at the perimeter.
			4.	Space C-T Studs at 24 inches O.C. Plan the spacing at ends of Shaft Wall construction so end studs are minimum 12 inches from the ends.
			5.	Install the first Liner Board panel. The panel length shall be 3/4 inch less than the total height of the framed section. Plumb the panel against the web of the Tabbed Track and bend out tabs in Tabbed J-Track to secure the panel in place.
			6.	Cut C-T Studs 1/2" less than overall Wall Height.
			7.	Insert C-T Stud into the top and bottom Tabbed Track and fit tightly over the previously installed 1 inch panel. Allow equal clearance between track and stud at top and bottom J-Track.
			8.	Install the following 1 inch Liner Board panel inside the Tabbed J-Track and within the tabs of the CT Studs.
			9.	Install the remaining C-T studs and Liner Board panels in the same manner previously described above until the wall section is complete.
			10.	Install the final panel section at 12 inches O.C. utilizing the tabs of the Tabbed J- Track to secure the panel.
			11.	Where wall heights exceed the standard or available length of the Shaftwall Liner Board panels, the liner panels can be cut and stacked with joints occurring within the top or bottom third points of the wall height. Note: The shorter panels shall be minimum 24 inches long and of sufficient length to engage 2 studs. Note: Joints of adjacent panels should be staggered to avoid continuous horizontal joint,
			12.	For doors, ducts or other large penetrations or openings, install Jamb Strut as perimeter framing. Use 20-gauge track with a 3 inch back leg for elevator doors and block cavity. Install 12 inch wide gypsum filler strips for doors exceeding 7 foot height..
	3.6	ERECTION - AXIALLY LOADED WALLS
		A.	General Load-Bearing Wall System Requirements
			1.	Install cold-formed framing in accordance with ASTM C 1007
			2.	Weld in compliance with AWS D.1.3
			3.	Install in compliance with applicable sections of AISI Standard for Cold-Formed Steel Framing General Provisions
		B.	Load-Bearing Framing Installation:
			1.	Install Framing components plumb, level and square, in strict accordance with approved drawings
			2.	Securely anchor all track sections to the supporting structure.
			3.	Provide complete, uniform and level bearing for the bottom runners.
			4.	Include headers and support studs at all openings and as noted in the Contract Documents and/or where indicated in the engineered drawings.
			5.	Install diagonal bracing at shear walls as indicated on the Contract Documents and/or engineered drawings.
			6.	Provide diagonally braced wall studs, as noted in contract documents and/or where indicated on the engineered drawings as "shear walls" for frame stability and lateral load resistance.
			7.	Provisions for vertical movement of supporting structure must be made at all locations noted on the Contract Documents and/or where indicated in the engineered drawings.
			8.	Provide temporary wall bracing where necessary until erection is complete.
			9.	Splicing in axially loaded studs is not permitted.
	3.7	INSTALLATION - JOISTS
		A.	General Joist System Requirements
			1.	Install cold-formed framing in accordance with ASTM C 1007
			2.	Weld in compliance with AWS D.1.3
			3.	Install in compliance with applicable sections of AISI Standard for Cold-Formed Steel Framing General Provisions
		B.	Joist Installation:
			1.	Align joist bearing at foundation walls by means of shims and/or non-setting grout.
			2.	Locate joists or a load distribution member directly over bearing studs at the top of bearing walls.
			3.	Provide web stiffeners at reaction points and/or points of concentrated loads or where indicated on the drawings
			4.	Install joist bridging where indicated on the drawings.
			5.	Install additional joists under parallel partitions when the partition length exceeds one-half the joist span, also around all floor and roof openings, which interrupt one or more spanning members unless otherwise noted.
			6.	Install end blocking where joist ends are not otherwise restrained from rotation.
	3.8	INSTALLATION - TRUSSES
		A.	Install trusses in accordance with applicable building code requirements and the truss manufacturer's recommendations.
		B.	Refer to AISI RG-9518 for additional information.
			1.	Install roof bracing in accordance with the truss design.
			2.	Install trusses with the plane of the truss webs plumb and parallel to each other, aligned and accurately positioned.
			3.	Truss Spacing: As required by design
			4.	Install each truss directly over a bearing stud or a load distribution member designed for this purpose.
			5.	Install lateral supports as required per manufacturer's design.
			6.	Immediately after installation, install bridging and permanently brace trusses per truss design.
			7.	Install approved uplift connectors to connect individual truss to wall studs as required by design.
	3.9	INSPECTION
		A.	The contractor will perform periodic inspections through all phases of construction to ensure strict conformance to Shop Drawings and Contract Documents.
		B.	Check all framing members for proper alignment, bearing, attachment and reinforcement.
		C.	Perform a general inspection of the structure prior to applying loads to the framing members.
		D.	Perform and/or allow controlled inspections as required by code bodies having jurisdiction.
		E.	The owner may hire and pay an inspection agency at their sole discretion.
	3.10	PROTECTION
		A.	Protect installed products until completion of project.
		B.	Touch-up, repair or replace damaged products before Substantial Completion.
	END OF SECTION