DaimlerChryslerConstruction Standards

12/17/04

SECTION 10605 - WIRE MESH PARTITIONS

PART 1 - GENERAL

1.1SUMMARY

  1. This Section includes heavy-duty, interior partitions fabricated from wire mesh:

1.2DEFINITIONS

  1. Terms below shall be as defined in ASTME2016:
  2. Lock Crimp: Deep crimps at points of intersection that lock wires securely in place.

1.3PERFORMANCE REQUIREMENTS

  1. Structural Performance: Provide additional or supplemental supports for wire mesh partitions to secure and stabilize partitions within truss spaces.

1.4SUBMITTALS

  1. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for wire mesh items.
  2. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
  3. Samples for Initial Selection: For units with factory-applied color finishes.
  4. Maintenance Data: For wire mesh partition door hardware to include in maintenance manuals.

1.5QUALITY ASSURANCE

  1. Installer Qualifications: An employer of workers trained and approved by manufacturer.
  2. Installer's responsibilities include fabricating and installing wire mesh items and providing professional engineering services needed to assume engineering responsibility.
  3. Source Limitations: Obtain wire mesh items through one source from a single manufacturer.
  4. Welding: Qualify procedures and personnel according to the following:
  5. AWSD1.1, "Structural Welding Code--Steel."
  6. AWSD1.3, "Structural Welding Code--Sheet Steel."
  7. Preinstallation Conference: Conduct conference at Project.

1.6DELIVERY, STORAGE, AND HANDLING

  1. Deliver wire mesh items palleted or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic.
  2. Inventory wire mesh partition door hardware on receipt and provide secure lockup for wire mesh partition door hardware delivered to Project site.
  3. Tag each item or package separately with identification and include basic installation instructions with each item or package.
  4. Deliver keys to Owner as directed by the Construction Manager

1.7PROJECT CONDITIONS

  1. Field Measurements: Verify actual locations of construction contiguous with wire mesh items by field measurements before fabrication and indicate measurements on Shop Drawings.

1.8COORDINATION

  1. Coordinate installation of anchorages for wire mesh items supported or anchored to permanent construction. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

PART 2 - PRODUCTS

2.1MATERIALS

  1. Steel Wire: ASTMA510.
  2. Steel Plates, Channels, Angles, and Bars: ASTMA36/A36M.
  3. Cold-Rolled Steel Sheet: ASTMA1008/A1008M, Commercial Steel (CS), TypeB.
  4. Steel Pipe: ASTMA53/A53M, Schedule40, unless another weight is indicated or required by structural loads.
  5. Square Steel Tubing: Cold-formed structural-steel tubing, ASTMA500.
  6. Metallic-Coated Steel Sheet: ASTMA653/A653M, Commercial Steel (CS), TypeB; with G60 zinc (galvanized) or A60 zinc-iron-alloy (galvannealed) coating designation.
  7. Panel-to-Panel Fasteners: Manufacturer's standard steel bolts.
  8. Postinstalled Expansion Anchors in Concrete: With capability to sustain, without failure, load imposed within factors of safety indicated, as determined by testing per ASTME488, conducted by a qualified independent testing agency.
  9. Corrosion Protection: Carbon-steel components zinc plated to comply with ASTMB633, ClassFe/Zn 5 (0.005 mm) for ClassSC1 service condition (mild).
  10. Corrosion Protection: Stainless-steel components complying with ASTMF593 and ASTMF594, Alloy Group1 or 2 for bolts and nuts; ASTMA666 or ASTMA276, Type304 or 316, for anchors.
  11. For Postinstalled Anchors in Concrete: Capability to sustain, without failure, a load equal to four times the loads imposed.
  12. For Postinstalled Anchors in Grouted Masonry Units: Capability to sustain, without failure, a load equal to six times the loads imposed.
  13. Secondary Bracing: Angles with legs not less than 1-1/4 inch wide, formed from 0.04-inch- thick, metallic-coated steel sheet; with bolted connections and 1/4-inch- diameter bolts.

2.2HEAVY-DUTY WIRE MESH PARTITIONS

  1. Mesh: 0.192-inch- diameter, intermediate-crimp steel wire woven into 2-inch diamond mesh.
  2. Vertical and Horizontal Panel Framing: 1-1/2-by-3/4-by-0.0966-inch cold-rolled, C-shaped steel channels; with 3/8-inch- diameter bolt holes spaced not more than 18inches o.c. along center of framing.
  3. Horizontal Panel Stiffeners: 1-1/2-by-3/4-by-1/8-inch cold-rolled steel channels with wire woven through, or two 1-by-1/2-by-1/8-inch cold-rolled steel channels bolted or riveted toe to toe through mesh.
  4. Top Capping Bars: 3-inch-by-4.1-lb hot-rolled steel channels.
  5. Posts for 90-Degree Corners: 2-by-2-by-1/8-inch steel angles with 3/8-inch- diameter bolt holes aligning with bolt holes in vertical framing; with floor anchor clips.
  6. Posts for Other-Than-90-Degree Corners: Manufacturer's standard steel 2-inch- OD pipe or tubing with 3/8-inch- diameter bolt holes aligning with bolt holes in vertical framing.
  7. Adjustable Corner Posts: Two, manufacturer's standard steel pipe or tubing posts connected by steel hinges at 36 inches o.c. attached to posts; with 1/4-inch- diameter bolt holes aligning with bolt holes in vertical framing.
  8. Line Posts: 3-inch-by-4.1-lb or 3-1/2-by-1-1/4-by-0.1265-inch steel channels; with 5-by-18-by-1/4-inch steel base plates punched for attachment to floor.
  9. Intersection Posts: 2-by-2-inch tubular steel, with 3/8-inch- diameter bolt holes aligned for bolting to adjacent panels.
  10. Floor Shoes: Steel, cast iron, or cast aluminum, 2 inches high; sized to suit vertical framing, drilled for attachment to floor, and with set screws for leveling adjustment.
  11. Sliding Doors: Fabricated from same mesh as partitions, with framing fabricated from 1-1/2-by-3/4-by-1/8-inch steel channels or C-channels, banded with 1-1/2-by-1/8-inch flat steel bar cover plates on 4 sides.
  12. Hardware: Two 4-wheel roller-bearing carriers, box track, and bottom guide channel for each door.
  13. Padlock Lug: Mortised into door framing and enclosed with steel cover.
  14. Cylinder Lock: Mortise type with cylinder matching type specified in Division8 Section "Door Hardware" operated by key outside and recessed knob inside.
  15. Finishes for Interior Locations: Baked-enamel finish or powder-coated finish.
  16. Color: As selected by Architect/Engineer from manufacturer's full range.

2.3FABRICATION

  1. General: Fabricate wire mesh items from components of sizes not less than those indicated. Use larger-size components as recommended by wire mesh item manufacturer. Provide bolts, hardware, and accessories as required for complete installation.
  2. Fabricate wire mesh items to be readily disassembled.
  3. Welding: Weld corner joints of framing and grind smooth, leaving no evidence of joint.
  4. Heavy-Duty Wire Mesh Partitions: Fabricate wire mesh partitions with cutouts for pipes, ducts, beams, and other items indicated. Finish edges of cutouts to provide a neat, protective edge.
  5. Mesh: Securely clinch mesh to framing.
  6. Framing: Fabricate framing with mortise and tenon corner construction.
  7. Provide horizontal stiffeners as indicated or, if not indicated, as required by panel height and as recommended by wire mesh partition manufacturer. Weld horizontal stiffeners to vertical framing.
  8. Fabricate intersections using manufacturer's standard connecting clips and fasteners.
  9. Fabricate partition and door framing with slotted holes for connecting adjacent panels.
  10. Fabricate wire mesh partitions with clear space between top finished floor or masonry partition as indicated or directed.
  11. Doors: Align bottom of door with bottom of adjacent panels.
  12. For doors that do not extend full height of partition, provide transom over door, fabricated from same mesh and framing as partition panels.
  13. Hardware Preparation: Mortise, reinforce, drill, and tap doors and framing as required to install hardware.

2.4FINISHES

  1. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.
  2. Finish wire mesh items after assembly.
  3. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.
  4. Shop Coat Finish: Immediately after cleaning and pretreating, apply manufacturer's standard one-coat, shop-coat finish. Comply with paint manufacturer's written instructions for applying and curing.
  5. Baked-Enamel Finish: Immediately after cleaning and pretreating, apply manufacturer's standard one-coat, baked-enamel finish. Comply with paint manufacturer's written instructions for applying and baking to achieve a minimum dry film thickness of 1 mil.
  6. Powder-Coated Finish: Apply manufacturer's standard baked finish, complying with manufacturer's written instructions for surface preparation including pretreatment, application, baking, and minimum dry film thickness.

PART 3 - EXECUTION

3.1EXAMINATION

  1. Examine areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work.
  2. Examine floors for suitable conditions where wire mesh items will be installed.
  3. Examine substrates to which wire mesh items will be attached for properly located blocking, grounds, and other solid backing for attachment of support fasteners.
  4. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2ERECTION

  1. Wire Mesh Partitions:
  2. Anchor wire mesh partitions to floor or masonry partition with 3/8-inch- diameter, postinstalled expansion anchors at 12 inches o.c. through floor shoes located at each post and corner. Adjust wire mesh partition posts in floor shoes to achieve level and plumb installation.
  3. Anchor wire mesh partitions to walls at 12 inches o.c. through back corner panel framing and as follows:
  4. For concrete and solid masonry anchorage, use drilled-in expansion shields and hanger or lag bolts.
  5. For hollow masonry anchorage, use toggle bolts.
  6. Secure top capping bars to top framing channels with 1/4-inch- diameter "U" bolts spaced not more than 28 inches o.c.
  7. Provide line posts at locations indicated or, if not indicated, as follows:
  8. On each side of sliding door openings.
  9. For partitions that are 7 to 9 feet high, spaced at 15 to 20 feet o.c.
  10. For partitions that are 10 to 12 feet high, located between every other panel.
  11. For partitions that are more than 12 feet high, located between each panel.
  12. Provide secondary supports and bracing as required for stability, extending and fastening members to supporting structure.
  13. Where standard-width wire mesh partition panels do not fill entire length of run, provide adjustable filler panels to fill openings.
  14. Install doors complete with door hardware.
  15. Bolt accessories to wire mesh partition framing.

3.3ADJUSTING AND CLEANING

  1. Adjust doors to operate easily without binding.
  2. Check and readjust operating hardware items just before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work including doors and framing that are warped, bowed, or otherwise unacceptable.
  3. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint; paint exposed areas with same material as used for shop painting to comply with SSPC-PA1 for touching up shop-painted surfaces.

END OF SECTION

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