02_25R1303_09 69 13_AMD0013.pdf
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- FY24 MCON P-614 JOINT CONSOLIDATED COMMUNICATIONS CENTER, US JOINT REGION MARIANAS, ANDERSEN, GUAM
- Solicitation number
- N6274225R1303
About this file
This document is a technical specification for rigid grid access flooring (Section 09 69 13) for the FY24 MCON P-614 Joint Consolidated Communications Center at Andersen Air Force Base in Guam. The specification provides detailed requirements for access floor system components, including floor panels, pedestals, stringers, floor coverings, accessories, and installation procedures. Key technical specifications include panels capable of supporting concentrated loads up to 3000 pounds, uniform live loads of 600 psf, and meeting specific electrical resistance and grounding requirements.
The specification mandates rigorous testing and performance standards, such as factory testing by an independent laboratory, air leakage limits, and electrical resistance measurements. It requires access flooring with a minimum of 20% recycled content, conductive or carpet tile floor coverings, and compliance with various standards including NFPA, ASTM, and ICC requirements. The installation must include fire safety features like an automatic detection system below the raised floor, and the warranty must cover the full system for a minimum of one year with specific performance guarantees for different floor covering types.
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FY24 MCON P-614 JOINT CONSOLIDATED COMMUNICATIONS CENTER 1737021
JOINT REGION MARIANAS, ANDERSEN AIR FORCE BASE
SECTION 09 69 13
RIGID GRID ACCESS FLOORING
11/15, CHG 1: 08/18
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)
ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures
ASTM INTERNATIONAL (ASTM)
ASTM A780/A780M (2020) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings
ASTM E648 (2023) Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source
ASTM F150 (2006; R 2013) Standard Test Method for Electrical Resistance of Conductive and Static Dissipative Resilient Flooring
ASTM F1861 (2021) Standard Specification for Resilient Wall Base
CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)
CDPH SECTION 01350 (2017; Version 1.2) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers
CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA)
CISCA Access Floors (2007) Recommended Test Procedures for Access Floors
GREEN SEAL (GS)
GS-36 (2013) Adhesives for Commercial Use
ICC EVALUATION SERVICE, INC. (ICC-ES)
ICC-ES AC300 (2014) Acceptance Criteria for Access Floors
SECTION 09 69 13 Page 1
Amendment 0013 09 69 13 RIGID GRID ACCESS FLOORING, dated May 12, 2025
INTERNATIONAL CODE COUNCIL (ICC)
ICC IBC (2021) International Building Code
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
ANSI/NEMA LD 3 (2005) Standard for High-Pressure Decorative Laminates
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 75 (2020) Standard for the Protection of Information Technology Equipment
NFPA 99 (2024; TIA 23-1; TIA 23-2) Health Care Facilities Code
NFPA 253 (2011) Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source
SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)
SCAQMD Rule 1168 (2017) Adhesive and Sealant Applications
U.S. DEPARTMENT OF DEFENSE (DOD)
UFC 3-301-01 (2023) Structural Engineering
U.S. GENERAL SERVICES ADMINISTRATION (GSA)
FS TT-C-490 (Rev H; 2021) Chemical Conversion Coatings and Pretreatments for Metallic Substrates (Base for Organic Coatings)
1.2 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-02 Shop Drawings
Detailed Installation Drawings; G
Fabrication Drawings; G
SD-03 Product Data
Access Flooring System; G
Recycled Content of Access Flooring System; S
Indoor Air Quality For Pedestal Adhesive; S
Indoor Air Quality For Adhesives; S
SD-04 Samples
SECTION 09 69 13 Page 2
Floor Panels
Floor Covering; G
Panel Support System
Accessories; G
Perforated Directional Air Supply Panels; G
Cut Outs; G
SD-05 Design Data
Seismic Calculations
SD-06 Test Reports
Factory Tests
Concentrated Load
Uniform Live Load
Rolling Load
Impact Load
Ultimate Load
Stringer Load
Pedestal Axial Load
Bonding Strength of Pedestal Adhesive
Electrical Resistance
Field Tests
SD-07 Certificates
Compliance with ICC-ES AC300
Compliance with ICC IBC
Certificate of Compliance
Qualification of Manufacturer SD-10 Operation and Maintenance Data
Operation and Maintenance Manuals; G
SD-11 Closeout Submittals
Lifting Device
Warranty; G, SECTION 09 69 13 Page 3
1.3 SPARE PARTS
Provide four floor panels complete with specified floor covering for future use. Provide extra carpet tile from same dye lot consisting of uncut tiles for future maintenance. Provide a minimum of three percent of total square yards of each carpet type, pattern, and color. Furnish five percent extra of total adhesive tabs required for installing carpet tile.
1.4 QUALITY CONTROL
1.4.1 Qualification of Manufacturer
Access flooring manufacturer must have at least 5 years experience in manufacturing access flooring systems. Certify that the manufacturer of the access flooring system meets requirements specified under paragraph entitled QUALIFICATION OF MANUFACTURER.
1.5 DELIVERY, STORAGE, AND HANDLING
1.5.1 Delivery
Deliver materials to site in undamaged condition, in original containers or packages, complete with accessories and instructions. Label packages with manufacturer's name and brand designations. Package materials covered by specific references bearing specification number, type and class as applicable.
1.5.2 Storage
Store all materials in original protective packaging in a safe, dry, and clean location. Store panels at temperatures between 40 and 90 degrees F, and between 20 and 70 percent humidity. Replace defective or damaged materials.
1.5.3 Handling
Handle and protect materials in a manner to prevent damage during the entire construction period.
1.6 WARRANTY
Minimum manufacturer warranty must have no dollar limit, cover full system, and must have a minimum duration of 1 years. Include an agreement to repair or replace floor panels, pedestals or stringers that fail within the warranty period in the standard performance guarantee or warranty.
Failures include, but are not limited to, sagging and warping of panels;
rusting and manufacturers defects of panels or support system. For static-dissipative vinyl tile provide manufacturer's standard performance guarantees or warranties that extend beyond one year, standard warranty must not be less than a five year wear warranty and ten year conductivity warranty. For carpet tile provide manufacturer's standard performance guarantees or warranties including a minimum two years for material and workmanship and ten years for wear, static control, tuft bind and delamination.
SECTION 09 69 13 Page 4
PART 2 PRODUCTS
2.1 SYSTEM DESCRIPTION
a. Provide for self-alignment of floor panels, adjustable pedestals and readily removable floor panels covered as specified.
b. Lateral stability of floor support system must be independent of panels. Provide a finished assembly that is rigid and free of vibration, noises, and rocking panels. Provide bolted stringer system with equipotential plane grounding.
c. Submit certificate of compliance attesting that the installed access floor system meets specification requirements, including all special equipment loads and specific electrical and or cable requirements for the complete access flooring system including, but not limited to the following:
(1) Compliance with ICC-ES AC300 and Compliance with ICC IBC Acceptance Criteria for Access Floors.
(2) Load-bearing capabilities of pedestals, floor panels, and pedestal adhesive resisting force.
(3) Supporting independent laboratory test reports. For panel, stringer and pedestal load test results include concentrated loads at center of panel, panel edge midpoint, ultimate loads and uniform loads.
(4) Floor electrical characteristics.
(5) Material requirements.
(6) An elevated floor system free of defects in materials, fabrication, finish, and installation, that will remain so for a period of not less than 1 years after completion.
d. Submit manufacturer's product data for access flooring system consisting of descriptive data, catalog cuts, and installation instructions. Include in the data information about any design and production techniques, total system including all accessories and finish coatings of under-floor components, procedures and policies used to conserve energy, reduce material, improve waste management or incorporate green building/recycled products into the manufacturer of their components or products. Include cleaning and maintenance instructions. Systems which contain zinc electroplated anti-corrosion coatings are prohibited.
2.1.1 Design Requirements
Conduct floor panel testing in accordance with CISCA Access Floors . When tested as specified, make all deflection and deformation measurements at the point of load application on the top surface of the panel. Floor panels must be capable of supporting the following loads:
a. Concentrated load of3000 pounds on one square inch, at any point on panel, without a top-surface deflection more than 0.10 inch, and a permanent set not to exceed 0.01 inch in any of the specified tests.
Testing must be in accordance with CISCA Access Floors , Section 1
SECTION 09 69 13 Page 5
Concentrated Loads with test panels being supported by understructure to be used with installed system instead of steel support blocks.
b. Uniform live load of 600 psf, without a top-surface deflection more than 0.06 inch, and a permanent set not to exceed 0.01 inch in any of the specified tests, when tested in accordance with CISCA Access Floors , Section 7 Uniform Load Test with test panels being supported by understructure to be used with installed system instead of steel support blocks.
c. A rolling load of 2400 pounds applied through hard rubber surfaced wheel 6 inch diameter by 2 inch wide for 10,000 cycles over the same path. Permanent set at conclusion of test must not exceed 0.040 inch when tested in accordance with CISCA Access Floors , Section 3 Rolling Loads.
d. A rolling load of 2700 pounds applied through a 3 inch diameter by 1-13/16 inch wide caster for 10 cycles over the same path, without developing a local overall surface deformation greater than 0.04 inch.
In accordance with CISCA Access Floors , Section 3 Rolling Loads, the permanent deformation limit under rolling load must be satisfied in all of the specified tests.
e. An impact load of 300 pounds anywhere on the panel dropped from a height of 36 inches onto a 1 square inch area without failure of the system, according to CISCA Access Floors , Section 8 Drop Impact Load Test.
f. Ultimate Load. Panels must meet manufactures published Ultimate Load rating of 6000 pounds when tested in accordance with CISCA Access Floors , Section 2 Ultimate Loading.
g. Safety Factor. Panels must provide a minimum Safety Factor of 5 times the uniform load specified above in accordance with ICC-ES AC300 .
h. Recycled Content. Provide Access Flooring System (panels, stringers and pedestals) containing a minimum of 20 percent recycled content.
Provide data identifying percentage of recycled content of access flooring system.
2.1.2 Allowable Tolerances
2.1.2.1 Floor Panel Flatness
Plus or minus 0.035 inches on diagonal on top of panel or underneath edge.
2.1.2.2 Floor Panel Length
Plus or minus 0.015 inch.
2.1.2.3 Floor Panel Squareness
Plus or minus 0.02 inch in panel length.
2.1.3 Stringers
Provide stringers capable of supporting a 450 pound concentrated load at midspan without permanent deformation in excess of 0.010 inch, when tested in accordance with CISCA Access Floors , Section 4 Stringer Load Testing.
SECTION 09 69 13 Page 6
2.1.4 Pedestals
Pedestals must be capable of supporting a 5000 pound axial load without permanent deformation, when tested in accordance with CISCA Access Floors , Section 5 Pedestal Axial Load Test.
2.1.5 Bonding Strength of Pedestal Adhesive
Adhesive for anchoring pedestal bases must have a bonding strength capable of resisting an overturning moment of 1,000 lbf-in when a force is applied to the top of the pedestal in any direction, when tested in accordance with CISCA Access Floors , Section 6 Pedestal Overturning Moment Test.
Pedestal adhesive must meet emissions requirement of CDPH SECTION 01350 (use the office or classroom requirements, regardless of space type).
Provide validation of indoor air quality for pedestal adhesive.
2.1.6 Bond Strength of Factory Installed Covering
Bond strength of floor covering must be sufficient to permit handling of the panels by use of the panel lifting device, and to withstand moving caster loads up to 1000 pounds, without separation of the covering from the panel.
2.1.7 Seismic Calculations
2.1.7.1 Navy Project Specific Requirements
Submit seismic calculations for lateral bracing, sealed by a Professional Engineer. Document that access flooring system complies with seismic requirements of ICC IBC and ASCE 7-16 for Occupancy Importance Factor (Ip) of 1.5, and seismic horizontal force (Fp) determined in accordance with UFC 3-301-01 and Section 1615 of the ICC IBC and ASCE 7-16 , Minimum Design Loads for buildings and other structures.
2.2 FLOOR PANELS
2.2.1 Floor System Drawings And Planer Quality
a. Submit Fabrication Drawings for elevated floor systems consisting of fabrication and assembly details to be performed in the factory.
b. Indicate on Location Drawings exact location of pedestals, ventilation openings, cable cutouts, and the panel installation pattern.
c. Provide Detail Drawings showing details of the pedestals, pedestal-floor interlocks, floor panels, panel edging, floor openings, floor opening edging, floor registers, floor grilles, cable cutout treatment, perimeter base, expansion, and peripheral support facilities.
d. Design and workmanship of the floor, as installed, must be completely planar within plus or minus 0.060 inch in 10 feet, 0.100 inch for the entire floor, and 0.030 inch across panel joints.
e. Floor-panel joint-width tolerances must not exceed 0.017 inch as measured with a feeler gage at any point in any joint when the panels are installed and as long as the air leakage requirements specified in this section are met.
SECTION 09 69 13 Page 7
f. Submit three complete samples of each type of floor panels.
2.2.2 Detailed Installation Drawings
Submit Detailed Installation Drawings that as a minimum indicate the following:
a. Location of panels
b. Layout of supports, panels, and cutout locations
c. Sizes and details of components
d. Details at floor perimeter and height above structural floor
e. Method of anchorage to structural subfloor
f. Lateral bracing
g. Typical cutout details
h. Gasketing, return air grilles, supply air registers, and perforated panels. Include air transfer capacity of grilles, registers and panels
i. Description of factory coating
j. Floor finishes
k. Location of connection to building grounding electrode
2.2.3 Panel Construction
a. Base access floor system on a 24 by 24 inch square module providing minimum clearance between structural floor and underside of panel and stringer. Fabricate so accurate job cutting and fitting may be done using standard sizes for perimeters and around columns.
b. Do not expose metal on finished top surface of panels. Provide cutouts and cutout closures to accommodate utility systems and equipment intercabling. Reinforce cutouts to meet design load requirements. Provide extra support pedestals at each corner of cutout for cutout panels that do not meet specified design load requirements.
c. Panel design must provide for convenient panel removal for underfloor servicing and for openings for new equipment. Use panels of uniform dimensions within specified tolerances. Permanently mark panels to indicate load rating and model number.
d. Machine square floor panels to within plus or minus 0.015 inch with edge straightness plus or minus 0.0025 inch. If plastic edging is applied to the panel, the tolerances apply to the panel before the plastic edging is applied.
e. Provide panels with holes drilled in corners to align precisely with threaded holes in pedestal heads and to accept countersunk corrosion resistant screws with heads that are flush with top of panel.
SECTION 09 69 13 Page 8
2.2.3.1 Cementitious-Filled Formed Steel (Composite Panels )
a. Provide composite panels of die-formed steel construction totally enclosing the panel, including the top surface. The void spaces between the top sheet and the formed steel bottom sheet must be completely filled with an incombustible cementitious or concrete material. Seal cut edges in accordance with manufacturer's recommendations. Gravity held panels with bolted stringer understructure: Fasten end of each stringer and mid-point of each 4 foot stringer positively to pedestal heads, using manufacturer's standard screws. Provide screws that are removable from top.
b. Grid supported panels must be further tested by supporting them at two opposite edges and applying a 500-pound load at the center of a panel selected; the panel must be similarly tested while supported at the other two edges. Weld failure at any point under this loading is not acceptable. This additional test must be applied to one panel per 500 square feet of floor in the system, but in no case less than two panels. When any weld fails, the number of panels designated by the Contracting Officer must be similarly tested; replace those panels that have a weld failure at no cost to the Government.
2.2.4 Floor Covering
Surface floor panels with factory applied finish materials firmly bonded in place with waterproof adhesive and/or carpet tile installed in the field where indicated. Provide finish flooring materials in corridors and exits with a critical radiant flux of not less than 0.45 watts per square centimeter (Class 1) when tested in accordance with ASTM E648 or NFPA 253 .
The electrical resistance must remain stable over the life expectancy of the floor covering. Any anti-static agent used in the manufacturing process must be an integral part of the material, not surface applied.
Bolt heads or similar attachments must not rise above the traffic surface. Submit three separate samples of each specified floor covering finish and color.
2.2.4.1 Conductive High Pressure Laminate
Provide factory applied high pressure laminate surfacing conforming to ANSI/NEMA LD 3 , High-Wear type, Grade HDM, 1/16 inch thickness. Finish material must consist of one piece to cover the face of the panel.
Provide edge detail that is integral to the finish material. The total system electrical resistance from the wearing surface of the floor to the ground connection must be between 25,000 ohms (2.5 x 10 4) and 1,000,000 ohms (1.0 x 10 6).
2.2.4.2 Luxury Vinyl Tile
Provide factory applied luxury vinyl tile conforming to Class III printed film minimum wear layer thickness of 0.020 inch and minimum overall thickness 0.125 inch, Type B (embossed). Finish material must consist of one piece to cover the face of the panel.
2.2.4.3 Carpet Tile
Reference Section 09 68 00 CARPETING for carpet tile specification requirements includingrecyled content, volitale organic compound (VOC) limits, and additional flammability testing requirements for carpet tile.
SECTION 09 69 13 Page 9
Carpet tile must be field installed and comply with the following:
a. Installation method on level surfaces must allow carpet tile to be easily removed and replaced in the field and must be installed in accordance with manufacturer's recommended installation instructions .
b. Install carpet tile in a 1/4 turn pattern.
c. Install carpet tile on secure and level surfaces offset from the access floor grid with a manufacturer approved odor-free adhesive tab system or with full spread releasable adhesive using manufacturer recommended adhesives. Comply with manufacturer installation instructions for required drying time so the adhesive sets up properly.
2.2.5 Accessories
Provide the manufacturer's standard registers, grilles, perforated panels, and plenum dividers type where indicated. Provide registers, grilles, and perforated panels designed to support the same static loads as floor panels without structural failure, and capable of delivering the air volumes indicated. Registers and perforated panels must be 25 percent open area and equipped with adjustable dampers. Submit three samples and colors of each accessory.
2.2.6 Resilient Base
Conform to ASTM F1861, Type TS (vulcanized thermoset rubber), Style A (straight - installed with carpet) and Style B (coved - installed with resilient flooring). Provide 4 inch high and a minimum 1/8 inch thick wall base. Provide preformed corners in matching height, shape, and color.
2.2.7 Adhesives
Provide adhesives as recommended by the manufacturer. Provide non-aerosol adhesive products that meet either emissions requirements of CDPH SECTION 01350 (use the requirements for either office or classroom, regardless of space type) or VOC content requirements of SCAQMD Rule 1168 .
Provide aerosol adhesives that meet either emissions requirements of CDPH SECTION 01350 (use the requirements for office or classroom, regardless of space type) or VOC content requirements of GS-36. Provide validation of indoor air quality for adhesives. Provide conductive adhesive as recommended by the manufacturer of the static-control flooring.
Provide conductive releasable adhesive as recommended by the manufacturer for static-control carpet tile.
2.2.8 Lifting Device
At turn over provide one floor panel lifting device standard with the floor manufacturer, for each individual floor area (room or corridor).
Furnish a minimum of one panel lifting device for each individual room that raised access flooring is installed.
2.3 PANEL SUPPORT SYSTEM
Design support system to allow for 360 degree clearance in laying out cable and cutouts for service to machines and so that panel and stringer together take up maximum of 2 inches. Submit one sample of suspension system proposed for use.
SECTION 09 69 13 Page 10
2.3.1 Pedestals
Provide pedestals made of steel or aluminum or a combination thereof.
Ferrous materials must have a factory-applied corrosion-resistant finish.
Provide pedestal base plates with a minimum of 16 square inches of bearing surface and a minimum of 0.157 inch thickness. Pedestal shafts must be threaded to permit height adjustment within a range of approximately 2 inches, to permit overall floor adjustment within plus or minus 0.10 inch of the required elevation, and to permit leveling of the finished floor surface within 0.062 inch in 10 feet in all directions. Provide locking devices to positively lock the final pedestal vertical adjustments in place. Pedestal caps must interlock with stringers to preclude tilting or rocking of the panels.
2.3.2 Stringers
Provide bolted stringers of rolled steel or extruded aluminum, to interlock with the pedestal heads to prevent lateral movement. Provide 2 inch deep minimum bolted stringers of rolled steel, to support cementitious-filled formed steel panels. Provide stringers that can be added or removed after floor is in place.
2.3.3 Gaskets
Provide continuous gasketing at contact surfaces between panel and stringers to deaden sound and seal off the underfloor cavity from above for air tightness, and to maintain panel alignment.
2.4 FACTORY TESTS
Factory test access flooring, using an independent laboratory, at the same position and maximum design elevation and in the same arrangement as shown on the drawings for installation so as to duplicate service conditions as much as possible.
2.4.1 Load Tests
Conduct floor panel, stringer, and pedestal testing in accordance with CISCA Access Floors to determine deformation and permanent set of panels and sytem due to concentrated, Uniform, rolling, impact and ultimate loading when panels are supported by actual understructure.
2.4.2 Bond Strength of Covering
Conduct test for bond strength of covering in accordance with CISCA Access Floors for rolling loads, except as specified. Panels must be tested with specified hard surface flooring and on the pedestals and stringers as specified for the installed floor. Brace the supports as necessary to prevent sideways movement during the test. Impose a test load of 1000 pounds on the test assembly through a 3 inches in diameter and 1 inch wide hard plastic caster. Roll the caster completely across the center of the panel. The panel must withstand 20 passes of the caster with no delamination or separation of the covering.
2.5 REGISTERS AND GRILLES
Registers and grilles must be able to sustain point loads of 250 pounds per vane without failure or permanent deformation. No part of a grille may project more than 1/8 inch above the floor. Registers and grills are
SECTION 09 69 13 Page 11 not permitted in a laminate floor tile system.
2.6 PERFORATED AIR SUPPLY PANELS
Provide air supply floor panels that meet the design criteria specified for standard panels, are fabricated of 14-gage perforated steel sheet welded to minimum 16-gage side channels, are covered with high pressure laminate to match standard panels, and have a uniform perforated pattern to allow even air distribution.
2.7 PERFORATED DIRECTIONAL AIR SUPPLY PANELS
Provide directional air supply floor panels that meet or exceed the design criteria specified for standard panels, are fabricated of perforated steel sheet welded to a formed steel pan with powder coat finish. Submit three color samples for perforated directional air supply panels. Panel must have a minimum 32 percent open area and rated for 375 cfm at 0.02 inch w.c. with damper installed. Provide with single zone opposed blade damper.
2.8 CUT OUTS
Provide cable cutouts finished with rigid polyvinylchloride or molded polypropylene edging to conform to the appearance level of the floor surface and to cover raw edges of the cutout panel. Extrusion must be of a configuration to permit its effective and convenient use when new cable openings are required. Provide at least 24 feet of additional extrusion for future use. Submit three color samples for cut outs.
a. Provide non-metallic adapter for openings less than 4 inches wide.
Secure adapter adhesively in cutout to preclude removal from panel.
Provide at least two adapters per 1000 square feet for future use.
b. Openings larger than 4 inches wide must use rigid polyvinylchloride or molded polypropylene edging. Perform cutting of panels, including cutouts, outside of the building.
c. When size of cutout reduces the performance requirement of panel, provide intermediate stringers adjacent to cutouts.
2.9 COLOR
Color must be as indicated. Color listed is not intended to limit the selection of equal colors from other manufacturers.
PART 3 EXECUTION
3.1 INSTALLATION
Install access flooring at the location and elevation and in the arrangement shown on the approved detailed installation drawings. The floor system must be of the rigid grid stringer type, complete with all supplemental items, and be the standard product of a manufacturer specializing in access flooring systems.
Install the floor system in accordance with the manufacturer's instructions. Open ends of the floor, where the floor system does not abut wall or other construction, must have positive anchorage and rigid support. Maintain areas to receive access flooring below 90 degrees F, and between 20 and 70 percent humidity for 24 hours prior to and during
SECTION 09 69 13 Page 12 installation.
3.1.1 Preparation for Installation
Clear out all debris in the area in which the floor system is to be installed. Thoroughly clean structural floor surfaces and remove all dust. Install floor coatings, required for dust or vapor control, prior to installation of pedestals, only if the pedestal adhesive will not damage the coating. If the coating and adhesive are not compatible, apply the coating after the pedestals have been installed and the adhesive has cured.
3.1.2 Pedestals
Pedestals must be accurately spaced, and set plumb and in true alignment.
Set base plates in full and firm contact with the structural floor, and secured to the structural floor with adhesive or steel expansion anchors in accordance with manufacturer's instructions.
3.1.3 Stringers
Interlock stringers with the pedestal caps to preclude lateral movement, spaced uniformly in parallel lines at the indicated elevation.
3.1.4 Auxiliary Framing
Provide auxiliary framing or pedestals around columns and other permanent construction, at sides of ramps, at open ends of the floor, and beneath panels that are substantially cut to accommodate utility systems. Use special framing for additional lateral support as shown on the approved detailed installation drawings. Provide additional pedestals and stringers designed to specific heights and lengths to meet structural irregularities and design loads. Connect auxiliary framing to main framing.
3.1.5 Panels
Interlock panels with supports in a manner that will preclude lateral movement. Fasten perimeter panels, cutout panels, and panels adjoining columns, stairs, and ramps to the supporting components to form a rigid boundary for the interior panels. Level floors within the specified tolerances. Cut edges of steel panels must be finished as recommended by the panel manufacturer. Exposed edges of composite panels must be coated with a silicone rubber sealant or with an adhesive recommended by the panel manufacturer. Secure extruded vinyl edging in place at all cut edges of all panel cut-outs to prevent abrasion of cables. Where the space below the floor is a plenum, close cutouts for conduit and similar penetrations using self-extinguishing sponge rubber or air sealing grommets.
3.1.6 Carpet Tile
Reference carpet tile paragraph in FLOOR COVERING for carpet tile installation requirements.
3.1.7 Resilient Base
Provide base at vertical wall intersections as indicated in the drawings.
Apply the base after the floor system has been completely installed.
SECTION 09 69 13 Page 13
Install wall base in accordance with manufacturer's printed installation instructions. Prepare and apply adhesives in accordance with manufacturer's printed directions. Tighten base joints and make even with adjacent flooring. Fill voids along the top edge of base at masonry walls with caulk. Roll entire vertical surface of base with hand roller, and press toe of base with a straight piece of wood to ensure proper alignment. Avoid excess adhesive in corners.
3.1.8 Repair of Zinc Coating
Repair zinc coating that has been damaged, and cut edges of zinc-coated components and accessories, by the application of a galvanizing repair paint conforming to ASTM A780/A780M . Areas to be repaired must be thoroughly cleaned prior to application of the paint.
3.2 FIELD TESTS
Submit certified copies of test reports from an approved testing laboratory, attesting that the proposed floor system components meet the performance requirements specified.
3.2.1 Acceptance Tests
Conduct acceptance tests after installation of floor system. Make at least one test for each 400 square feet of floor area. Conduct tests in presence of Contracting Officer and representatives of manufacturer and installer. Submit certified copies of test reports from an approved testing laboratory, attesting that the proposed floor system components meet the performance requirements specified.
3.2.2 Air Leakage
When the space below the finished floor is an air plenum, air leakage through the joints between panels and around the perimeter of the floor system must not exceed 0.1 cubic foot of air per minute per linear foot of joint subjected to 0.1 inches h2o (Pa), water gauge, positive pressure in the plenum, when tested in accordance with CISCA Access Floors , Section 10 Air Leakage Test. Measure the leakage rate on the finished raised floor system, which may include carpet.
3.2.3 Grounding
Ground the access flooring system for safety hazard and static suppression. Provide positive contact between components for safe, continuous electrical grounding of entire floor system. Total system resistance from wearing surface of floor to building grounding electrode must be within range of 0.5 to 20,000 megohms .
3.2.3.1 Metal Grilles
Exposed metal is not allowed at wearing surface of access floor system, except at metal grilles and registers. When grilles and metal registers are provided, insulate as required to provide same grounding resistance as wearing surface.
3.2.3.2 Joint Resistance
Electrical joint resistance between individual stringer and pedestal junctions must be less than 0.1 milliohms. Electrical resistance between
SECTION 09 69 13 Page 14 stringers and floor panels, as mounted in normal use, must be less than 3 ohms when tested in accordance with ASTM F150.
3.2.4 Electrical Resistance
Conduct testing of electrical resistance, in the completed installation, in the presence of the Contracting Officer in accordance with NFPA 99 , modified by placing one electrode on the center of the panel surface and connecting the other electrode to the metal flooring support. Take measurements at five or more locations. Each measurement must be the average of five readings of 15 seconds duration at each location. During the tests, relative humidity must be 45 to 55 percent and temperature set at 69 to 75 degrees F. Select panels used in the testing at random and include two panels most distant from the ground connection. Measure electrical resistance with instruments that are accurate within 2 percent and that have been calibrated within 60 days prior to the performance of the resistance tests. The metal-to-metal resistance from panel to supporting pedestal must not exceed 10 ohms. The resistance between the wearing surface of the floor covering and the ground connection, as measured on the completed installation, must be in accordance with paragraph FLOOR COVERING.
3.2.5 SEISMIC SPECIAL INSPECTION AND TESTING
Perform special inspections and testing for seismic-resisting systems and components in accordance with UFC 3-301-01 and Section 01 45 35 SPECIAL
INSPECTIONS.
3.3 CLEANING AND PROTECTION
3.3.1 Cleaning
Keep the space below the completed floor free of all debris. Before any traffic or other work on the completed raised floor is started, clean the completed floor in accordance with the floor covering manufacturer's instructions. Do not permit seepage of cleaner between individual panels.
Cleaning of ferrous surfaces must conform to FS TT-C-490 .
3.3.2 Protection
Protect traffic areas of raised floor systems with a covering of building paper, fiberboard, or other suitable material to prevent damage to the surface. Cover cutouts with material of sufficient strength to support the loads to be encountered. Place plywood or similar material on the floor to serve as runways for installation of heavy equipment not in excess of design load capacity. Maintain protection until the raised floor system is accepted.
3.3.3 Surplus Material Removal
Clean surfaces of the work, and adjacent surfaces soiled as a result of the work. Remove all installation equipment, surplus materials, and rubbish from the work site.
3.4 FIRE SAFETY
Install an automatic detection system below the raised floor meeting the requirements of NFPA 75 paragraph 5-2.1 to sound an audible and visual alarm. Air space below the raised floor must be subdivided into areas not
SECTION 09 69 13 Page 15 exceeding 10,000 square feet by tight, noncombustible bulkheads. Seal all penetrations for piping and cables to maintain bulkhead properties.
3.5 OPERATION AND MAINTENANCE MANUALS
Submit maintenance instructions for proper care of the floor panel surface. When conductive flooring is specified, also submit maintenance instructions to identify special cleaning and maintenance requirements to maintain "conductivity" properties of the panel finish.
-- End of Section --
SECTION 09 69 13 Page 16
| 09 69 13 - RIGID GRID ACCESS FLOORING |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 SPARE PARTS |
| 1.4 QUALITY CONTROL |
| 1.4.1 Qualification of Manufacturer |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.5.1 Delivery |
| 1.5.2 Storage |
| 1.5.3 Handling |
1.6 WARRANTY
| PART 2 PRODUCTS |
| 2.1 SYSTEM DESCRIPTION |
| 2.1.1 Design Requirements |
| 2.1.2 Allowable Tolerances |
| 2.1.2.1 Floor Panel Flatness |
| 2.1.2.2 Floor Panel Length |
| 2.1.2.3 Floor Panel Squareness |
| 2.1.3 Stringers |
| 2.1.4 Pedestals |
| 2.1.5 Bonding Strength of Pedestal Adhesive |
| 2.1.6 Bond Strength of Factory Installed Covering |
| 2.1.7 Seismic Calculations |
| 2.1.7.1 Navy Project Specific Requirements |
| 2.2 FLOOR PANELS |
| 2.2.1 Floor System Drawings And Planer Quality |
| 2.2.2 Detailed Installation Drawings |
| 2.2.3 Panel Construction |
| 2.2.3.1 Cementitious-Filled Formed Steel Composite Panels |
| 2.2.4 Floor Covering |
| 2.2.4.1 Conductive High Pressure Laminate |
| 2.2.4.2 Luxury Vinyl Tile |
| 2.2.4.3 Carpet Tile |
| 2.2.5 Accessories |
| 2.2.6 Resilient Base |
| 2.2.7 Adhesives |
| 2.2.8 Lifting Device |
| 2.3 PANEL SUPPORT SYSTEM |
| 2.3.1 Pedestals |
| 2.3.2 Stringers |
| 2.3.3 Gaskets |
| 2.4 FACTORY TESTS |
| 2.4.1 Load Tests |
| 2.4.2 Bond Strength of Covering |
| 2.5 REGISTERS AND GRILLES |
| 2.6 PERFORATED AIR SUPPLY PANELS |
| 2.7 PERFORATED DIRECTIONAL AIR SUPPLY PANELS |
| 2.8 CUT OUTS |
| 2.9 COLOR |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Preparation for Installation |
| 3.1.2 Pedestals |
| 3.1.3 Stringers |
| 3.1.4 Auxiliary Framing |
| 3.1.5 Panels |
| 3.1.6 Carpet Tile |
| 3.1.7 Resilient Base |
| 3.1.8 Repair of Zinc Coating |
| 3.2 FIELD TESTS |
| 3.2.1 Acceptance Tests |
| 3.2.2 Air Leakage |
| 3.2.3 Grounding |
| 3.2.3.1 Metal Grilles |
| 3.2.3.2 Joint Resistance |
| 3.2.4 Electrical Resistance |
| 3.2.5 SEISMIC SPECIAL INSPECTION AND TESTING |
| 3.3 CLEANING AND PROTECTION |
| 3.3.1 Cleaning |
| 3.3.2 Protection |
| 3.3.3 Surplus Material Removal |
| 3.4 FIRE SAFETY |
| 3.5 OPERATION AND MAINTENANCE MANUALS |
File details come from the government source that posted it. Updated .