Access floor system consisting of gravity held, modular steel base units, corner plates, channel plates, border units and accessories. All system components shall be steel. No plastic, cement or wood components will be accepted.
1.SYSTEM DESCRIPTION
Maximum height from subfloor to top of access flooring system shall not exceed 2.85 inches (70 mm).
Floor units shall be removable by one person without the need for tools or special lifting devices.
System deadload shall not exceed 6 pounds per square foot.
FreeAxez is not intended as a duct, plenum or air handling space; accordingly, non-plenum rated cabling is permitted under the FreeAxez floor.
Structural Performance: Provide access flooring systems capable of withstanding the following load and stresses, as determined by testing manufacturer's current standard products according to applicable procedures in CISCA A/F, “Recommended Test Procedures for Access Floors”:
Concentrated-Load Performance: Capable of withstanding the following concentrated design load applied to panels, with a top-surface deflection under load and a permanent set not to exceed, respectively, 0.13 inch and 0.010 inch (3.30 and 0.25mm).
2500lbf (11120N)
Ultimate – Load Performance: Capable of withstanding a minimum ultimate concentrated load equal to 2.5 times concentrated design load applied to panels, without failing.
Rolling-Load Performance: Capable of withstanding the following rolling loads applied to panels, with a combination of local and overall deformation no to exceed 0.040 inch (1.02 mm) after exposure to rolling load over CISCA A/F Path A or B, whichever path produces the greatest top-surface deformation.
CISCA A/F Wheel 1 Rolling Load: 1200 lbf (5338 N)
CISCA A/F Wheel 2 Rolling Load: 1000 lbf (4448 N)
Floor Panel Impact-Load Performance: Capable of withstanding an impact load of 75 lbf (334 N) when dropped from 36 inches (914 mm) onto a 1-sq. in. (6.5 sq. cm) area located anywhere on panel, without failing.
Earthquake Load Performance: Capable of withstanding a lateral seismic force (Fp) in seismic zone applicable to this Project, according to requirements of < Insert applicable code >.
Panel-to Understructure Resistance: Not more than 10 ohms.
Shop Drawings: Include plans, sections, details, and attachments to other Work.
Verify dimensions of areas for installation by field measurements and indicate measurements on Shop Drawings.
Samples: For each component.
4.QUALITY ASSURANCE
NFPA Standard: Comply with NFPA 75 requirements for raised flooring.
Qualifications: Letter to authenticate manufacturer's required experience.
Mockups: Build mockups to verify selections made under sample Submittals and to demonstrate aesthetic effects and qualities of materials and execution.
Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.
Pre-installation Conference: Conduct conference at Project site.
5.EXTRA MATERIALS
Furnish extra materials described below that match product installed and that are packaged with protective covering for storage and identified with labels describing contents.
Free Kogyo Co., Ltd.
Free Annex 2-1-1 Higashi-Ueno
Taito-ku, Tokyo , JAPAN 110-0015
Exclusive North American Distributor
Free Axez USA
420 Keim Blvd.
Burlington , NJ 08016
(609) 747-8515
(609) 239-9284 fax
Attn: Earl G. Geertgens III
System Designation: FREE AXEZ - 40 or FREE AXEZ – 70
Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified.
2.COMPONENTS
Standard Components
Base Units/FA-4001 14.6 inches x 14.6 inches x 1.6 inches. All steel, smooth surface with integral support legs.
Corner Plates/FA-4002 7.8 inches x 7.8 inches. Snap-in tabs to match Base Units.
Channel Plates/FA-4003 11.7 inches x 5 inches.
Under Sheet/FA-4004
Border Components
Half Units/FA-4101
Half Channel/FA-4102
L-type Border/FA-4103
End Cover/FA-4104
Reinforcing Band/FA-4105
Trapezoid Plate/FA-4106
L-type Trapezoid/FA-4107
Jumbo Plate/FA-4108
Optional Components:
Slope (steel)/FA-4201
Frame (stainless)/FA-4206
External-angle slope/FA-4203
Right-side covered slope/FA-4204
Left-side covered slope/FA-4205
L400/FA-4208
Frame end cap/FA-4209
Air-vent louver/FA-4210
Anchor plate/FA-4211
Outlet Cover/FA-4212
Wiring base unit/FA-4213
Wiring outlet/FA-4214, FA/4215
Provide bare panels without factory-applied floor covering on traffic surfaces.
Ramps: Manufacturer's standard ramp construction of width and slope indicated, but not steeper than 1:12, with raised-disc rubber or vinyl floor covering.
Examine substrates upon which work will be installed.
Verify that subfloor is true and level to 3/8”in 10 feet.
Verify that loose or deteriorating resilient floor coverings have been removed.
Coordinate with responsible party to perform necessary corrective work on unsatisfactory substrates.
Commencement of work by installer is acceptance of substrate.
2.PREPARATION
Complete any necessary subfloor preparation, and vacuum clean subfloor to remove dust, dirt, and construction debris before beginning installation.
3.INSTALLATION
Read the important installation notes in Appendix A of this document prior to installation
Install access-flooring system under supervision of access flooring manufacturer's authorized representative to produce a rigid, firm installation free of vibration, rocking, rattles, and squeaks.
Place under- sheet without wrinkles.
Lay out floor system according to manufacturer's installation instructions
Set all base units in place.
Place standard units (channel plates and corner plates) into slots in base units to form a continuous, interlocked system.
Adjust base units to accommodate uneven sub floor.
Provide a close fit with adjoining walls. No voids greater than 1/8 inch (3 mm) where panels abut vertical surfaces.
Level installed access flooring to within 0.10 inch (2.54 mm) of true level over entire access flooring area and within 0.062 inch (1.6 mm) in any 10-foot (3-m) distance.
Protection: After completing installation, vacuum clean access flooring and cover with continuous sheets of reinforced paper or plastic. Maintain protective covering until time of Substantial Completion.