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36C26119B0026 P09 - Specification 092216 - Non-Structural Metal Framing.docx
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03-16-2018 Install Security Counter Mountain View HR VA Job # 640-18-151 Department of Veterans Affairs (VA) VHA master Specification
Correct Building Deficiencies Project Number: 640-19-112M (Install Security Counter Mountain View Human Resources is part of Project Number 640-19-112M)
SECTION 09 22 16
NON-STRUCTURAL METAL FRAMING
PART 1 GENERAL
1.1 DESCRIPTION
This section specifies steel studs wall systems, shaft wall systems, ceiling or soffit suspended or furred framing, wall furring, fasteners, and accessories for the screw attachment of gypsum board, plaster bases or other building boards.
1.2 RELATED WORK
| B. | Support for wall mounted items: Section 05 50 00, METAL FABRICATIONS. |
| D. | Section 09 29 00, GYPSUM BOARD. |
1.3 TERMINOLOGY
| A. | Description of terms shall be in accordance with ASTM C754, ASTM C11, ASTM C841 and as specified. |
| B. | Underside of Structure Overhead: In spaces where steel trusses or bar joists are shown, the underside of structure overhead shall be the underside of the floor or roof construction supported by beams, trusses, or bar joists. In interstitial spaces with walkon floors the underside of the walkon floor is the underside of structure overhead. |
| C. | Thickness of steel specified is the minimum bare (uncoated) steel thickness. |
1.4 SUBMITTALS
| A. | Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. |
| B. | Manufacturer's Literature and Data: |
| 1. | Studs, runners and accessories. |
| 2. | Hanger inserts. |
| 3. | Channels (Rolled steel). |
| 4. | Furring channels. |
| 5. | Screws, clips and other fasteners. |
| C. | Shop Drawings: |
| 2. | Typical metal stud and furring construction system including details around openings and corner details. |
| 4. | Typical fire rated assembly and column fireproofing showing details of construction same as that used in fire rating test. |
| D. | Test Results: Fire rating test designation, each fire rating required for each assembly. |
1.5 DELIVERY, IDENTIFICATION, HANDLING AND STORAGE
In accordance with the requirements of ASTM C754.
1.6 APPLICABLE PUBLICATIONS
| A. | The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only. |
| B. | American Society For Testing And Materials (ASTM) |
| A641-09 | Zinc-Coated (Galvanized) Carbon Steel Wire |
| A653/653M-11 | Specification for Steel Sheet, Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by Hot-Dip Process. |
| C11-10 | Terminology Relating to Gypsum and Related Building Materials and Systems |
| C635-07 | Manufacture, Performance, and Testing of Metal Suspension System for Acoustical Tile and Layin Panel Ceilings |
| C636-08 | Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Layin Panels |
| C645-09 | Non-Structural Steel Framing Members |
| C754-11 | Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products |
| C841-03(R2008) | Installation of Interior Lathing and Furring |
| C954-10 | Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness |
| E580-11 | Application of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Requiring Moderate Seismic Restraint. |
PART 2 PRODUCTS
2.1 PROTECTIVE COATING
Galvanize steel studs, runners (track), rigid (hat section) furring channels, "Z" shaped furring channels, and resilient furring channels, with coating designation of G40 or equivalent.
2.2 STEEL STUDS AND RUNNERS (TRACK)
| A. | ASTM C645, modified for thickness specified and sizes as shown. |
| 1. | Use C 645 steel, 0.75 mm (0.0296-inch) minimum base-metal (30 mil). |
| 2. | Runners same thickness as studs. |
3. Exception: Members that can show certified third party testing with gypsum board in accordance with ICC ES AC86 (Approved May 2012) need not meet the minimum thickness limitation or minimum section properties set forth in ASTM C 645. The submission of an evaluation report is acceptable to show conformance to this requirement. Use C 645 steel, 0.48mm (0.019 inch) minimum base-metal (19 mil).
| B. | Provide not less than two cutouts in web of each stud, approximately 300 mm (12 inches) from each end, and intermediate cutouts on approximately 600 mm (24inch) centers. |
| C. | Doubled studs for openings and studs for supporting concrete backerboard. |
| D. | Studs 3600 mm (12 feet) or less in length shall be in one piece. |
2.3 FURRING CHANNELS
| A. | Rigid furring channels (hat shape): ASTM C645. |
| B. | Resilient furring channels: |
| 1. | Not less than 0.45 mm (0.0179inch) thick bare metal. |
| 2. | Semihat shape, only one flange for anchorage with channel web leg slotted on anchorage side, channel web leg on other side stiffens fastener surface but shall not contact anchorage surface other channel leg is attached to. |
| C. | "Z" Furring Channels: |
| 1. | Not less than 0.45 mm (0.0179inch)thick base metal, with 32 mm (11/4 inch) and 19 mm (3/4inch) flanges. |
| 2. | Web furring depth to suit thickness of insulation. |
| D. | Rolled Steel Channels: ASTM C754, cold rolled; or, ASTM C841, cold rolled. |
2.4 FASTENERS, CLIPS, AND OTHER METAL ACCESSORIES
| A. | ASTM C754, except as otherwise specified. |
| B. | For fire rated construction: Type and size same as used in fire rating test. |
| C. | Fasteners for steel studs thicker than 0.84 mm (0.033inch) thick. Use ASTM C954 steel drill screws of size and type recommended by the manufacturer of the material being fastened. |
| D. | Clips: ASTM C841 (paragraph 6.11), manufacturer’s standard items. Clips used in lieu of tie wire shall have holding power equivalent to that provided by the tie wire for the specific application. |
| E. | Concrete ceiling hanger inserts (anchorage for hanger wire and hanger straps): Steel, zinccoated (galvanized), manufacturers standard items, designed to support twice the hanger loads imposed and the type of hanger used. |
| F. | Tie Wire and Hanger Wire: |
| 1. | ASTM A641, soft temper, Class 1 coating. |
| 2. | Gage (diameter) as specified in ASTM C754 or ASTM C841. |
| G. | Attachments for Wall Furring: |
| 1. | Manufacturers standard items fabricated from zinccoated (galvanized) steel sheet. |
| 2. | For concrete or masonry walls: Metal slots with adjustable inserts or adjustable wall furring brackets. Spacers may be fabricated from 1 mm (0.0396inch) thick galvanized steel with corrugated edges. |
| H. | Power Actuated Fasteners: Type and size as recommended by the manufacturer of the material being fastened. |
PART 3 EXECUTION
3.1 INSTALLATION CRITERIA
| A. | Where fire rated construction is required for walls, partitions, columns, beams and floorceiling assemblies, the construction shall be same as that used in fire rating test. |
| B. | Construction requirements for fire rated assemblies and materials shall be as shown and specified, the provisions of the Scope paragraph (1.2) of ASTM C754 and ASTM C841 regarding details of construction shall not apply. |
3.2 INSTALLING STUDS
| A. | Install studs in accordance with ASTM C754, except as otherwise shown or specified. |
| B. | Space studs not more than 610 mm (24 inches) on center. |
| C. | Cut studs 6 mm to 9 mm (1/4 to 3/8inch) less than floor to underside of structure overhead when extended to underside of structure overhead. |
| D. | Where studs are shown to terminate above suspended ceilings, provide bracing as shown or extend studs to underside of structure overhead. |
| E. | Extend studs to underside of structure overhead for fire, rated partitions, smoke partitions, shafts, and sound rated. |
| G. | Openings: |
| 1. | Frame jambs of openings in stud partitions and furring with two studs placed back to back or as shown. |
| 2. | Fasten back to back studs together with 9 mm (3/8inch) long Type S pan head screws at not less than 600 mm (two feet) on center, staggered along webs. |
| 3. | Studs fastened flange to flange shall have splice plates on both sides approximately 50 X 75 mm (2 by 3 inches) screwed to each stud with two screws in each stud. Locate splice plates at 600 mm (24 inches) on center between runner tracks. |
| H. | Fastening Studs: |
| 1. | Fasten studs located adjacent to partition intersections, corners and studs at jambs of openings to flange of runner tracks with two screws through each end of each stud and flange of runner. |
| 2. | Do not fasten studs to top runner track when studs extend to underside of structure overhead. |
| I. | Chase Wall Partitions: |
| 1. | Locate cross braces for chase wall partitions to permit the installation of pipes, conduits, carriers and similar items. |
| 2. | Use studs or runners as cross bracing not less than 63 mm (21/2 inches wide). |
| J. | Form building seismic or expansion joints with double studs back to back spaced 75 mm (three inches) apart plus the width of the seismic or expansion joint. |
| K. | Form control joint, with double studs spaced 13 mm (1/2inch) apart. |
3.3 INSTALLING WALL FURRING FOR FINISH APPLIED TO ONE SIDE ONLY
| A. | In accordance with ASTM C754, or ASTM C841 except as otherwise specified or shown. |
| B. | Wall furringStud System: |
| 1. | Framed with 63 mm (21/2 inch) or narrower studs, 600 mm (24 inches) on center. |
| 2. | Brace as specified in ASTM C754 for Wall FurringStud System or brace with sections or runners or studs placed horizontally at not less than three foot vertical intervals on side without finish. |
| 3. | Securely fasten braces to each stud with two Type S pan head screws at each bearing. |
| C. | Direct attachment to masonry or concrete; rigid channels or "Z" channels: |
| 1. | Install rigid (hat section) furring channels at 600 mm (24 inches) on center, horizontally or vertically. |
| 2. | Install "Z" furring channels vertically spaced not more than 600 mm (24 inches) on center. |
| 3. | At corners where rigid furring channels are positioned horizontally, provide mitered joints in furring channels. |
| 4. | Ends of spliced furring channels shall be nested not less than 200 mm (8 inches). |
| 5. | Fasten furring channels to walls with poweractuated drive pins or hardened steel concrete nails. Where channels are spliced, provide two fasteners in each flange. |
| 6. | Locate furring channels at interior and exterior corners in accordance with wall finish material manufacturers printed erection instructions. Locate "Z" channels within 100 mm (4 inches) of corner. |
| D. | Installing Wall FurringBracket System: Space furring channels not more than 400 mm (16 inches) on center. |
3.4 INSTALLING SUPPORTS REQUIRED BY OTHER TRADES
| A. | Provide for attachment and support of electrical outlets, plumbing, laboratory or heating fixtures, recessed type plumbing fixture accessories, access panel frames, wall bumpers, wood seats, toilet stall partitions, dressing booth partitions, urinal screens, chalkboards, tackboards, wallhung casework, handrail brackets, recessed fire extinguisher cabinets and other items like auto door buttons and auto door operators supported by stud construction. |
| B. | Provide additional studs where required. Install metal backing plates, or special metal shapes as required, securely fastened to metal studs. |
3.5 INSTALLING SHAFT WALL SYSTEM
| A. | Conform to UL Design No. U438 for twohour fire rating. |
| B. | Position J runners at floor and ceiling with the short leg toward finish side of wall. Securely attach runners to structural supports with power driven fasteners at both ends and 600 mm (24 inches) on center. |
| C. | After liner panels have been erected, cut CH studs and E studs, from 9 mm (3/8inch) to not more than 13 mm (1/2inch) less than floortoceiling height. Install CH studs between liner panels with liner panels inserted in the groove. |
| D. | Install fulllength steel E studs over shaft wall line at intersections, corners, hinged door jambs, columns, and both sides of closure panels. |
| E. | Suitably frame all openings to maintain structural support for wall: |
| 1. | Provide necessary liner fillers and shims to conform to label frame requirements. |
| 2. | Frame openings cut within a liner panel with E studs around perimeter. |
| 3. | Frame openings with vertical E studs at jambs, horizontal J runner at head and sill. |
| F. | Elevator Shafts: |
| 1. | Frame elevator door frames with 0.87 mm (0.0341inch) thick J strut or J stud jambs having 75 mm (threeinch) long legs on the shaft side. |
| 2. | Protrusions including fasteners other than flange of shaft wall framing system or offsets from vertical alignments more than 3 mm (1/8-inch) are not permitted unless shown. |
| 3. | Align shaft walls for plumb vertical flush alignment from top to bottom of shaft. |
3.6 INSTALLING FURRED AND SUSPENDED CEILINGS OR SOFFITS
| A. | Install furred and suspended ceilings or soffits in accordance with ASTM C754 or ASTM C841 except as otherwise specified or shown for screw attached gypsum board ceilings and for plaster ceilings or soffits. |
| 1. | Space framing at 400 mm (16-inch) centers for metal lath anchorage. |
| 2. | Space framing at 600 mm (24-inch) centers for gypsum board anchorage. |
| B. | New exposed concrete slabs: |
| 1. | Use metal inserts required for attachment and support of hangers or hanger wires with tied wire loops for embedding in concrete. |
| 2. | Furnish for installation under Division 3, CONCRETE. |
| 3. | Suspended ceilings under concrete rib construction shall have runner channels at right angles to ribs and be supported from ribs with hangers at ends and at 1200 mm (48inch) maximum intervals along channels. Stagger hangers at alternate channels. |
| C. | Concrete slabs on steel decking composite construction: |
| 1. | Use pull down tabs when available. |
| 2. | Use power activated fasteners when direct attachment to structural framing can not be accomplished. |
| D. | Where bar joists or beams are more than 1200 mm (48 inches) apart, provide intermediate hangers so that spacing between supports does not exceed 1200 mm (48 inches). Use clips, bolts, or wire ties for direct attachment to steel framing. |
| F. | Steel decking without concrete topping: |
| 1. | Do not fasten to steel decking 0.76 mm (0.0299inch) or thinner. |
| 2. | Toggle bolt to decking 0.9 mm (0.0359inch) or thicker only where anchorage to steel framing is not possible. |
| G. | Installing suspended ceiling system for gypsum board (ASTM C635 Option): |
| 1. | Install only for ceilings to receive screw attached gypsum board. |
| 2. | Install in accordance with ASTM C636. |
| a. | Install main runners spaced 1200 mm (48 inches) on center. |
| b. | Install 1200 mm (four foot) tees not over 600 mm (24 inches) on center; locate for edge support of gypsum board. |
| c. | Install wall track channel at perimeter. |
| H. | Installing Ceiling Bracing System: |
| 1. | Construct bracing of 38 mm (11/2 inch) channels for lengths up to 2400 mm (8 feet) and 50 mm (2 inch) channels for lengths over 2400 mm (8 feet) with ends bent to form surfaces for anchorage to carrying channels and over head construction. Lap channels not less than 600 mm (2 feet) at midpoint back to back. Screw or bolt lap together with two fasteners. |
| 2. | Install bracing at an approximate 45 degree angle to carrying channels and structure overhead; secure as specified to structure overhead with two fasteners and to carrying channels with two fasteners or wire ties. |
3.7 TOLERANCES
| A. | Fastening surface for application of subsequent materials shall not vary more than 3 mm (1/8inch) from the layout line. |
| B. | Plumb and align vertical members within 3 mm (1/8inch.) |
| C. | Level or align ceilings within 3 mm (1/8inch.) |
E N D
09 22 16 - 9- NON-STRUCTURAL METAL FRAMING
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