<?xml version="1.0" encoding="windows-1252"?><SEC xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:noNamespaceSchemaLocation="http://si.ksc.nasa.gov/sidownloads/xml/specsintactSEC.xsd"><MTA NAME="SUBFORMAT" CONTENT="NEW"/><HDR><AST/><BRK/>
USACE / NAVFAC / AFCESA / NASA      UFGS-09 64 66 (April 2006)<BRK/>
                                    ------------------------------<BRK/>
Preparing Activity:  <PRA>NAVFAC</PRA>         Replacing without change<BRK/>
                                    UFGS-09641 (August 2004)<BRK/>
<BRK/>
<HL4>UNIFIED FACILITIES GUIDE SPECIFICATIONS</HL4><BRK/>
<BRK/>
<HL4>References are in agreement with UMRL dated January 2009</HL4><BRK/>
<AST/><BRK/></HDR>
<BRK/>
<SCN>SECTION 09 64 66</SCN><BRK/>
<BRK/>
<STL>WOOD ATHLETIC FLOORING</STL><BRK/>
<DTE>04/06</DTE><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This guide specification covers the requirements for <SCP>five gymnasium-type 
hardwood strip flooring systems</SCP>.<BRK/>
<BRK/>
Edit this guide specification for project specific requirements by adding, deleting, 
or revising text.  For bracketed items, choose applicable items(s) or insert 
appropriate information.<BRK/>
<BRK/>
Remove information and requirements not required in respective project, whether 
or not brackets are present.<BRK/>
<BRK/>
Comments and suggestions on this guide specification are welcome and should 
be directed to the technical proponent of the specification.  A listing of <URL HREF="http://65.204.17.188/report/ufgs.html">technical 
proponents</URL>, including their organization designation and telephone number, is 
on the Internet.<BRK/>
<BRK/>
Recommended changes to a UFGS should be submitted as a  <URL HREF="http://65.204.17.188/projnet/cms/public.html">Criteria Change Request 
(CCR)</URL>.</NPR><BRK/>
<AST/><BRK/></NTE>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This specification is intended for use in gymnasiums and for other similar 
uses and purposes.  Guidance for selection of a system can be made based on 
the recommended applications, local availability or costs as shown in Selection 
Guidance Table in paragraph entitled "Hardwood Strip Flooring Systems on Concrete 
Slab." Construction of squash and handball court walls is not within the scope 
of this specification.</NPR><BRK/>
<AST/><BRK/></NTE>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  On the drawings, show:</NPR><BRK/>
<BRK/>
<NPR>1.  Elevation of top of concrete slab on which the floor system will be installed.</NPR><BRK/>
<BRK/>
<NPR>2.  Location of permanent or temporary seats</NPR><BRK/>
<BRK/>
<NPR>3.  Location of equipment and other permanent obstructions around which flooring 
is to be laid</NPR><BRK/>
<BRK/>
<NPR>4.  Structural provisions for anchor-plate assemblies for sport equipment</NPR><BRK/>
<BRK/>
<NPR>5.  Edge detail, including kind and size of wall base</NPR><BRK/>
<BRK/>
<NPR>6.  Location, width, and color of game lines.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<PRT><TTL>PART 1   GENERAL</TTL><BRK/>
<BRK/>
<SPT><TTL>1.1   REFERENCES</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This paragraph is used to list the publications cited in the text of 
the guide specification. The publications are referred to in the text by basic 
designation only and listed in this paragraph by organization, designation, 
date, and title.<BRK/>
 <BRK/>
Use the Reference Wizard's Check Reference feature when you add a RID outside 
of the Section's Reference Article to automatically place the reference in the 
Reference Article.  Also use the Reference Wizard's Check Reference feature 
to update the issue dates.<BRK/>
 <BRK/>
References not used in the text will automatically be deleted from this section 
of the project specification when you choose to reconcile references in the 
publish print process.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>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.</TXT><BRK/>
<BRK/>
<REF><ORG>AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)</ORG><BRK/><BRK/><RID>AWPA C1</RID><RTL>(2003) All Timber Products - Preservative Treatment by Pressure Processes</RTL><BRK/><BRK/><RID>AWPA C2</RID><RTL>(2003) Lumber, Timber, Bridge Ties and Mine Ties - Preservative Treatment by Pressure Processes</RTL><BRK/><BRK/><RID>AWPA M4</RID><RTL>(2002) Standard for the Care of Preservative-Treated Wood Products</RTL><BRK/><BRK/></REF><REF><ORG>ASTM INTERNATIONAL (ASTM)</ORG><BRK/><BRK/><RID>ASTM A 36/A 36M</RID><RTL>(2008) Standard Specification for Carbon Structural Steel</RTL><BRK/><BRK/><RID>ASTM C 208</RID><RTL>(2008a) Cellulosic Fiber Insulating Board</RTL><BRK/><BRK/><RID>ASTM D 1622</RID><RTL>(2008) Apparent Density of Rigid Cellular Plastics</RTL><BRK/><BRK/><RID>ASTM D 2103</RID><RTL>(2008) Standard Specification for Polyethylene Film and Sheeting</RTL><BRK/><BRK/><RID>ASTM D 2240</RID><RTL>(2005) Standard Test Method for Rubber Property - Durometer Hardness</RTL><BRK/><BRK/><RID>ASTM D 226</RID><RTL>(2006) Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing</RTL><BRK/><BRK/><RID>ASTM D 395</RID><RTL>(2003; R 2008) Standard Test Methods for Rubber Property - Compression Set</RTL><BRK/><BRK/><RID>ASTM D 41</RID><RTL>(2005) Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing</RTL><BRK/><BRK/><RID>ASTM D 412</RID><RTL>(2006ae1e2) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension</RTL><BRK/><BRK/><RID>ASTM D 449</RID><RTL>(2003; R 2008) Asphalt Used in Dampproofing and Waterproofing</RTL><BRK/><BRK/><RID>ASTM E 96/E 96M</RID><RTL>(2005) Standard Test Methods for Water Vapor Transmission of Materials</RTL><BRK/><BRK/><RID>ASTM F 36</RID><RTL>(1999; R 2003) Compressibility and Recovery of Gasket Materials</RTL><BRK/><BRK/></REF><REF><ORG>MAPLE FLOORING MANUFACTURERS ASSOCIATION (MFMA)</ORG><BRK/><BRK/><RID>MFMA AFSFSCL</RID><RTL>(2003) Athletic Floor Sealer and Finish Specifications and Conformance List #22</RTL><BRK/><BRK/><RID>MFMA GRHM</RID><RTL>(2000) Grading Rules for MFMA Northern Hardwood Maple</RTL><BRK/><BRK/><RID>MFMA SSCLFMGF</RID><RTL>(2000) Sanding, Sealing, Court Lining, Finishing and Resurfacing of Maple Gym Floors</RTL><BRK/><BRK/></REF></SPT><SPT><TTL>1.2   SUBMITTALS</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL 
PROCEDURES and edit the following list to reflect only the submittals required 
for the project.  Submittals should be kept to the minimum required for adequate 
quality control.<BRK/>
<BRK/>
A “G” following a submittal item indicates that the submittal requires Government 
approval.  Some submittals are already marked with a “G”.  Only delete an existing 
“G” if the submittal item is not complex and can be reviewed through the Contractor’s 
Quality Control system.  Only add a “G” if the submittal is sufficiently important 
or complex in context of the project.<BRK/>
<BRK/>
For submittals requiring Government approval on Army projects, a code of up 
to three characters within the submittal tags may be used following the "G" 
designation to indicate the approving authority.  Codes for Army projects using 
the Resident Management System (RMS) are:  "AE" for Architect-Engineer; "DO" 
for District Office (Engineering Division or other organization in the District 
Office); "AO" for Area Office; "RO" for Resident Office; and "PO" for Project 
Office.  Codes following the "G" typically are not used for Navy,  Air Force, 
and NASA projects.<BRK/>
<BRK/>
Choose the first bracketed item for Navy, Air Force and NASA projects, or choose 
the second bracketed item for Army projects.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Government approval is required for submittals with a "G" designation; submittals not having a "G" designation 
are [for Contractor Quality Control approval.][for information only.  When used, a designation following the 
"G" designation identifies the office that will review the submittal for the Government.]  The following shall 
be submitted in accordance with Section <SRF>01 33 00</SRF> SUBMITTAL PROCEDURES:</TXT><BRK/>
<BRK/>
<LST><SUB>SD-02 Shop Drawings</SUB></LST><BRK/>
<BRK/>
<ITM><SUB>Hardwood strip flooring</SUB> system</ITM><BRK/>
<BRK/>
<ITM>  Clearly delineate components of the system.  Show layout of [sleepers] [steel channels] [steel 
spines]; location of anchor plate assemblies, floor outlets, and underfloor conduit or raceway 
location; flooring system details; and flooring abutting other construction.  Accessories shall 
be approved by the flooring manufacturer.</ITM><BRK/>
<BRK/>
<LST><SUB>SD-03 Product Data</SUB></LST><BRK/>
<BRK/>
<ITM><SUB>Hardwood strip flooring</SUB> components</ITM><BRK/>
<BRK/>
<LST><SUB>SD-04 Samples</SUB></LST><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Delete materials not included in floor system selected.  Samples shall 
be complemented with manufacturer's data and standard catalogs to describe the 
flooring system selected.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<ITM><SUB>Strip flooring</SUB>[; <SUB>G</SUB>][; <SUB>G, [_____]</SUB>]</ITM><BRK/>
<BRK/>
<ITM><SUB>Hardwood base</SUB>[; <SUB>G</SUB>][; <SUB>G, [_____]</SUB>]</ITM><BRK/>
<BRK/>
<ITM><SUB>Molded-rubber base</SUB>[; <SUB>G</SUB>][; <SUB>G, [_____]</SUB>]</ITM><BRK/>
<BRK/>
<ITM><SUB>Steel channels and clips</SUB></ITM><BRK/>
<BRK/>
[<ITM><SUB>Fiberboard underlayment</SUB></ITM>]<BRK/>
<BRK/>
[<ITM><SUB>Flexible foam underlayment</SUB></ITM>]<BRK/>
<BRK/>
<ITM><SUB>Cushions and pads</SUB></ITM><BRK/>
<BRK/>
<ITM><SUB>Corkboard or corkroll</SUB></ITM><BRK/>
<BRK/>
<ITM><SUB>Sleepers and nailers</SUB></ITM><BRK/>
<BRK/>
<LST><SUB>SD-06 Test Reports</SUB></LST><BRK/>
<BRK/>
<ITM><SUB>Preservative treatment</SUB></ITM><BRK/>
<BRK/>
<LST><SUB>SD-08 Manufacturer's Instructions</SUB></LST><BRK/>
<BRK/>
<ITM>Flooring <SUB>system</SUB></ITM><BRK/>
<BRK/>
<ITM><SUB>Adhesive</SUB> for membrane installation</ITM><BRK/>
<BRK/>
<ITM>  Submit flooring system manufacturer's installation instructions.  Submit vaporproofing manufacturer's 
written recommendations for adhesives to be used in membrane installation.</ITM><BRK/>
<BRK/>
<LST><SUB>SD-10 Operation and Maintenance Data</SUB></LST><BRK/>
<BRK/>
<ITM>Hardwood <SUB>strip flooring</SUB>, Data Package 1; [; <SUB>G</SUB>][; <SUB>G, [_____]</SUB>]</ITM><BRK/>
<BRK/>
<ITM>  Submit in accordance with Section <SRF>01 78 23</SRF> OPERATION AND MAINTENANCE DATA.</ITM><BRK/>
<BRK/></SPT>
<SPT><TTL>1.3   DELIVERY, STORAGE, AND HANDLING</TTL><BRK/>
<BRK/>
<TXT>Deliver materials to the building site in original unopened packages, bundles, or containers.  Protect materials 
against dampness during shipment and after delivery.  Store material under cover in a well-ventilated building.  
Prevent exposure to extreme changes of temperature and humidity. Do not store materials in building under construction 
until wet-applied building materials are dry.  Store flooring in accordance with <RID>MFMA GRHM</RID>, under adequate and 
controlled ventilation and under approved temperature and humidity conditions at the location where it is to 
be laid for at least 7 days before installation.  Handle and store preservative-treated materials in accordance 
with <RID>AWPA M4</RID>.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>1.4   ENVIRONMENTAL CONDITIONS</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Termite protection must be included.  For new work, provide perimeter 
protection, using Section 02361, "Soil Treatment for Termite Control."  For 
existing buildings without perimeter protection, add termite protection to the 
flooring using AWPA Standard C2 or other method recommended by the manufacturer.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>For at least one week prior to and during installation, in the location to receive finish flooring and the location 
where flooring will be stored, maintain a temperature of between<MET> 18 and 27 degrees C</MET><ENG> 65 and 80 degrees F</ENG>, and 
a relative humidity of between 40 and 60 percent.  When the interior relative humidity exceeds 60 percent during 
or after installation of flooring, sanding and finishing of flooring shall be delayed for 2 to 3 weeks after 
completion of laying, unless directed otherwise.  Provide adequate ventilation during the entire sealing and 
finishing process to ensure that no unhealthy or hazardous accumulation of vapors occurs.  Ensure that environmental 
conditions are met.</TXT><BRK/>
<BRK/></SPT>
</PRT><PRT><TTL>PART 2   PRODUCTS</TTL><BRK/>
<BRK/>
<SPT><TTL>2.1   <SUB>HARDWOOD STRIP FLOORING</SUB> <SUB>SYSTEM</SUB>S ON CONCRETE SLAB</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Select the system most suited to the project and as recommended in Selection 
Guidance Table below.</NPR><BRK/>
<BRK/>
<NPR>In areas where termite or other insect attack is likely to occur specify that 
flooring be treated with wood preservative as recommended by flooring manufacturer.</NPR><BRK/>
<BRK/>
<HL4>SELECTION GUIDANCE TABLE</HL4><BRK/>
<TBL><THD><BRK/>
DESCRIPTION OF          PERFORMANCE FEATURES    RECOMMENDED       RELATIVE<BRK/>
FLOOR SYSTEM                                    APPLICATIONS        COST<BRK/></THD>
<BRK/>
1.  Steel channel        Greatest resistance to  Large gymnasiums,  100<BRK/>
    and clip-fastening   expansion and cupping.  handball, squash  percent<BRK/>
    system using         A tight, solid floor    and racket ball<BRK/>
    special-milled       and a "fast" playing    courts.<BRK/>
    random length        surface.  High static   Large stages.<BRK/>
    hardwood strip       load bearing.<BRK/>
    flooring in          Expansion provisions<BRK/>
    hard maple and       at perimeter.<BRK/>
    white pine.          A "quiet" floor.<BRK/>
    Low Profile System.<BRK/>
<BRK/>
2.  Rubber-cushioned     Entire floor "floats"   Gymnasiums with    85<BRK/>
    softwood sleepers    on slab.  Excellent     lesser use and    percent<BRK/>
    placed over          shock absorbing         size potentials.<BRK/>
    polyethylene         characteristic.  Low<BRK/>
    covered slab and     sound transmission.<BRK/>
    random-length        "Slower" floor.<BRK/>
    standard hardwood<BRK/>
    strip flooring in<BRK/>
    hard maple<BRK/>
    nailed to sleepers.<BRK/>
    High Profile System.<BRK/>
<BRK/>
3.  Wood subflooring     Good shock absorption,  Gymnasiums,         90<BRK/>
    nailed to rubber     good stability,         hardball courts.  percent<BRK/>
    cushioned wood       improved uniformity<BRK/>
    nailers, before      of resilience and load<BRK/>
    installing           bearing.  Low sound<BRK/>
    finished surface.    transmission.<BRK/>
    Pour hot asphalt<BRK/>
    fill under and<BRK/>
    between wood<BRK/>
    nailers.  High<BRK/>
    Profile System.<BRK/>
<BRK/>
4.  Cushioned double     Combines best of        Gymnasiums,         95<BRK/>
    plywood subfloor,    shock absorbency        handball, squash  percent<BRK/>
    standard random      with uniform            racketball courts.<BRK/>
    length hardwood      resiliency and<BRK/>
    strip flooring in    fast playing surface.<BRK/>
    hard maple or other  Good load bearing<BRK/>
    species as top       characteristics.  Good<BRK/>
    surface.  Flooring   stability.  Low<BRK/>
    can be installed in  sound transmission.<BRK/>
    special patterns.    Quiet floor.<BRK/>
    Low Profile System.<BRK/>
<BRK/>
5.  Mastic-set uniform   Uniform resilience.     Gymnasiums,         90<BRK/>
    length hard maple    "Quiet" surface.        handball, squash, percent<BRK/>
    flooring in          Easy replacement of     racketball courts.<BRK/>
    continuous courses   damaged areas.          Heavy industrial<BRK/>
    interlocked with                             applications.<BRK/>
    steel splines.<BRK/></TBL>
<AST/><BRK/></NTE>
<BRK/>
<SPT><TTL>2.1.1   Clipped to Steel Channels on Underlayment</TTL><BRK/>
<BRK/>
<TXT>Provide flooring system consisting of hardwood strip flooring clipped to steel channels that rest in premilled 
grooves in [fiberboard] [flexible foam] underlayment.  Anchor steel channels to concrete floor slab.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.1.2   Wood Sleepers with Rubber Cushions</TTL><BRK/>
<BRK/>
<TXT>Provide flooring system consisting of hardwood strip flooring nailed to wood sleepers that are seated on rubber 
cushions resting on the concrete floor slab.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.1.3   Wood Board Subflooring, Wood Nailers, and Asphalt Fill</TTL><BRK/>
<BRK/>
<TXT>Provide flooring system consisting of hardwood strip flooring nailed to wood board subflooring that is, in turn, 
nailed to shimmed wood nailers anchored to the concrete floor slab.  Provide hot asphalt fill under and between 
the wood nailers.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.1.4   Plywood Subflooring with Rubber Pads</TTL><BRK/>
<BRK/>
<TXT>Provide flooring system consisting of hardwood strip flooring nailed to two-layer plywood subflooring that is 
seated on cushioned pads resting on the concrete floor slab.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.1.5   Steel-Splined, Continuous Unit, [on Cork Underlayment]</TTL><BRK/>
<BRK/>
<TXT>Provide flooring system consisting of uniform lengths of hardwood strip flooring interlocked with steel splines 
and laid in asphalt mastic [on cork underlayment which is laid in asphalt mastic over membrane of felt] on the 
concrete floor slab.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>2.2   MATERIALS</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Delete materials not included in floor system selected.  Samples shall 
be complemented with manufacturer's data and standard catalogs to describe the 
flooring system selected.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<SPT><TTL>2.2.1   <SUB>Strip Flooring</SUB></TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Flooring of<MET> 26.2 mm</MET><ENG> 33/32 inch</ENG> thickness should be used for floors subjected 
to hard and frequent service and frequent sanding.</NPR><BRK/>
<AST/><BRK/></NTE>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Maple flooring should be used for floors subjected to hard and frequent 
service or major athletics.  Use beech and birch for less critical service.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Second or better grade [hard maple] [beech or birch] graded in accordance with current <RID>MFMA GRHM</RID>.  Flooring shall 
be<MET> [19.8] [26.2] [_____] mm</MET><ENG> [25/32] [33/32] [_____] inch</ENG> thick by<MET> [57] [38] mm</MET><ENG> [2 1/4] [1 1/2] inches</ENG> or narrower 
on the face, kiln dried, continuous tongue-and-groove, and end-matched.  Each bundle of flooring shall be clearly 
grade stamped.  Moisture content of strip flooring shall not exceed 8 percent at time of arrival on job site 
and shall be allowed to acclimate in accordance with paragraph entitled "Delivery, Storage, and Handling."  [Flooring 
for steel-splined systems shall be edge-grain<MET> 26.2 mm</MET><ENG> 33/32 inch</ENG> thick by<MET> 33 mm</MET><ENG> 1 5/16 inch</ENG> on the face, kiln-dried, 
continuous tongue-and-groove, and end grooved.]</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.2   <SUB>Hardwood Base</SUB></TTL><BRK/>
<BRK/>
<TXT>Clear [hard maple] [beech or birch].  Provide shape and size of base as indicated or as recommended by the flooring 
manufacturer.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.3   <SUB>Molded-Rubber Base</SUB></TTL><BRK/>
<BRK/>
<TXT><MET> 100 mm</MET><ENG> 4 inch</ENG> vertical leg by<MET> 75 mm</MET><ENG> 3 inch</ENG>, designed to allow ventilation under floor, and as recommended by 
flooring manufacturer.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.4   Steel Angle Base</TTL><BRK/>
<BRK/>
<TXT>Provide<MET> 75 by 75 by 5 mm</MET><ENG> 3 by 3 by 3/16 inch</ENG> continuous steel angle along perimeter walls, designed to allow 
ventilation under the floor.  Base angle shall conform to <RID>ASTM A 36/A 36M</RID>.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.5   <SUB>Steel Channels and Clips</SUB></TTL><BRK/>
<BRK/>
<TXT>Provide channels and clips not less than<MET> 1.5 mm thick</MET><ENG> 16 gage</ENG>zinc-coated steel.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.6   <SUB>Fiberboard Underlayment</SUB></TTL><BRK/>
<BRK/>
<TXT><RID>ASTM C 208</RID>, fiberboard insulation board, impregnated with asphalt or coated with asphalt on faces and edges, 
treated for termite and water resistance.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.7   Rubber <SUB>Cushions and Pads</SUB></TTL><BRK/>
<BRK/>
<TXT><TST>Rubber cushions and pads shall have a durometer hardness of A50, plus or minus 5, when tested in accordance with <RID>
ASTM D 2240</RID> and shall have a minimum tensile strength of<MET> 10 MPa</MET><ENG> 1500 psi</ENG>, when tested in accordance with <RID>ASTM D 412</RID>
.  When subjected to an aging period of 70 hours and exposed to a temperature of<MET> 70 degrees C</MET><ENG> 158 degrees F</ENG>, 
allowed to cool to room temperature over a period of 4 hours and retested, tested specimen shall have a change 
in hardness of 10 points maximum, a change in tensile strength of minus 25 percent maximum and a change in ultimate 
elongation of minus 25 percent maximum in accordance with the applicable test methods referenced above.</TST>  <TST>Test 
rubber cushions, under a load of<MET> 275 kPa</MET><ENG> 40 psi</ENG>, in accordance with <RID>ASTM D 395</RID>, Method A.  Size of tested specimen 
shall be<MET> 57 by 75 by 10 mm</MET><ENG> 2 1/4 by 3 by 3/8 inch</ENG>.  Length of testing time shall be 22 hours; temperature of 
test shall be<MET> 70 degrees C</MET><ENG> 158 degrees F</ENG>.  Test specimen shall recover, without set or displacement.</TST></TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.8   <SUB>Flexible Foam Underlayment</SUB></TTL><BRK/>
<BRK/>
<TXT>Multicellular, closed cell flexible polyethylene plastic foam having smooth skin; density<MET> 27 to 52 kg/cu m</MET><ENG> 1.7 
to 3.3 pounds per cubic foot</ENG>when tested by <RID>ASTM D 1622</RID>.  Foam shall be<MET> 13 mm</MET><ENG> 1/2 inch</ENG> thick by<MET> 1200 mm</MET><ENG> 48 inches</ENG>
 wide by manufacturer's standard length, premilled to receive steel channels at<MET> 300 mm</MET><ENG> 12 inch</ENG> centers.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.9   Polyethylene Vaporproofing Membrane</TTL><BRK/>
<BRK/>
<TXT><RID>ASTM D 2103</RID> Type 21110.  Minimum thickness shall be<MET> 0.15 mm</MET><ENG> 6 mils</ENG>.  Perm rating shall not exceed 0.02 when tested 
in accordance with <RID>ASTM E 96/E 96M</RID>.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.10   Asphalt Primer</TTL><BRK/>
<BRK/>
<TXT><RID>ASTM D 41</RID>.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.11   Asphalt Mastic</TTL><BRK/>
<BRK/>
<TXT>As recommended by the flooring manufacturer.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.12   Asphalt Fill</TTL><BRK/>
<BRK/>
<TXT><RID>ASTM D 449</RID>, Type I.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.13   Felt</TTL><BRK/>
<BRK/>
<TXT><RID>ASTM D 226</RID>, type I, asphalt-saturated organic felt.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.14   Building Paper</TTL><BRK/>
<BRK/>
<TXT>Water-vapor permeable,<MET> 290 grams per mm</MET><ENG> 20 lb per in.</ENG> dry tensile strength.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.15   <SUB>Sleepers and Nailers</SUB></TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Preservative treatment specified herein shall be modified as necessary 
to suit local conditions. When referencing AWPA C1 and C2, water repellent requirements, 
if any, should be specified.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Surfaced on four sides,<MET> 50 by 75 mm</MET><ENG> 2 by 3 inches</ENG> nominal size, Standard or No. 2 grade douglas fir, northern 
or western and west coast hemlock, engleman-spruce or No. 2 dimension southern pine.  Moisture content shall 
not exceed 15 percent.  Provide <SUB>preservative treatment</SUB> in accordance with [<RID>AWPA C1</RID>] [<RID>AWPA C2</RID>].  Identify treatment 
on each piece of material by the quality mark of an agency accredited by the Board of Review of the American 
Lumber Standard Committee.  Brush coat exposed areas that are cut or drilled after treatment with the same preservative 
in accordance with <RID>AWPA M4</RID>.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.16   Wood Board Subflooring</TTL><BRK/>
<BRK/>
<TXT>No. 2 common douglas fir, northern or western hemlock, englemann spruce, or southern pine No. 2 boards, northern 
red or Norway pine, surfaced on four sides.  Nominal sizes shall be<MET> 25 by 150 mm or 25 by 100 mm</MET><ENG> one by 6 inches 
or one by 4 inches</ENG>.  Moisture content shall not exceed 15 percent.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.17   Plywood Subflooring</TTL><BRK/>
<BRK/>
<TXT>Douglas fir, southern pine, or western larch plywood; grade C-D, with exterior glue;<MET> 12.7 mm</MET><ENG> 1/2 inch</ENG> thick by<MET>
 4200 by 2400 mm</MET><ENG> 4 by 8 feet</ENG>.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.18   Sealing and Finishing for Hardwood Strip Flooring</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Use Group II finish for aerobics, dance, and stage applications; use 
Group III for floors to be utilized for gymnasium and multipurpose applications.</NPR><BRK/>
<AST/><BRK/></NTE>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Use Group II finish for multipurpose, high wear areas; use group III 
for floors to be utilized solely for sports.  Group III finish generally requires 
two sealer coats and two finish coats. Group II finish requires one sealer coat 
and two finish coats.  Regardless of which finish is selected, each coat except 
the final coat should be burnished with No. 2 steel wool and wiped with a tack 
rag before application of the next coat.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Conform to <RID>MFMA AFSFSCL</RID>, Group [II] [III] finish.  Seal coat and finish coat materials shall be compatible with 
each other.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.19   Game Line Marking Materials</TTL><BRK/>
<BRK/>
<TXT>As recommended by wood flooring finish manufacturer.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.20   Nails</TTL><BRK/>
<BRK/>
<TXT>Shape and size as recommended by flooring manufacturer.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.21   Underlayment</TTL><BRK/>
<BRK/>
<TXT><SUB>Corkboard or corkroll</SUB>,<MET> 13 mm</MET><ENG> 1/2 inch</ENG> thick, conforming to <RID>ASTM F 36</RID>.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.2.22   Adhesives</TTL><BRK/>
<BRK/>
<TXT>Waterproof, suitable for use with molded rubber base, recommended by rubber base manufacturer.</TXT><BRK/>
<BRK/></SPT>
</SPT></PRT><PRT><TTL>PART 3   EXECUTION</TTL><BRK/>
<BRK/>
<SPT><TTL>3.1   PREPARATION</TTL><BRK/>
<BRK/>
<SPT><TTL>3.1.1   Condition of Subfloors</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  The concrete slab on which the floor system is to be installed must be 
depressed according to the requirements of floor system being used.  Ensure 
that the required depressions are shown on the drawings.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Do not install flooring on surfaces that are not suitable for proper installation.  Before beginning work under 
this section, correct defects such as rough or scaling concrete, low spots, high spots, uneven surfaces, and 
repair damaged portions of concrete slabs.  Concrete slabs shall be given a leveling course of latex fill and 
the surface shall not vary more than<MET> 3 mm</MET><ENG> 1/8 inch</ENG> when measured with a<MET> 3 meter</MET><ENG> 10 foot</ENG> straightedge placed in 
any direction.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.1.2   Preparation of Concrete Slab</TTL><BRK/>
<BRK/>
<TXT>Sweep concrete floor.  Ensure that slab is dry and clean.  Remove paint spots, plaster, masonry droppings, grease, 
dirt, and other foreign matter [including chemical curing agents which may affect the bond of adhesive-applied 
wood flooring systems].  Concrete shall be fully cured and dry.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.1.3   Anchor Plate Assemblies for Portable Sports Equipment</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Anchor plate assemblies for portable sports equipment should be specified 
as a part of each individual piece of equipment in Division 11 of the project 
specifications; however, if no equipment is to be specified and anchor plates 
are desired for future equipment, they must be detailed in the drawings, and 
materials and installation must be specified in Part 2 of this section.  Do 
not specify anchors to be supplied by floor manufacturer; they do not normally 
supply them.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Floor anchor plate assemblies for vertically adjustable portable sports equipment shall be installed where indicated.  
Flooring shall be cut neatly around floor plates.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.1.4   Work of Other Trades</TTL><BRK/>
<BRK/>
<TXT>Do not start work specified under this section until work of trades which could create moisture, has been completed.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.1.5   Moisture Content</TTL><BRK/>
<BRK/>
<TXT>Check flooring, subflooring, sleepers and nailers with an approved meter verifying conformance with the requirements 
specified hereinbefore.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>3.2   INSTALLATION</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Provisions for expansion and contraction will be governed by local weather 
conditions and by temperatures and humidities to be maintained within building.  
Modify specifications accordingly.  The floor systems included in this specification 
are intended for installation on or above grade.  If installation is below grade, 
provisions for waterproofing must be made and the requirements specified in 
Division 7.  Select type of flooring to be used and delete other.</NPR><BRK/>
<BRK/>
<NPR>In conjunction with vapor-proofing, at least<MET> 150 mm</MET><ENG> 6 inches</ENG> of porous fill, 
capillary water barrier, consisting of clean, washed gravel graded from<MET> 19 to 
38 mm</MET><ENG> 3/4 to 1 1/2 inch</ENG> sizes should be provided under slab and specified in 
Division 2.  No sand or crushed coral should be used between top of gravel and 
bottom of slab.  If surrounding drainage conditions indicate probable development 
of hydrostatic pressure under slab, three-ply membrane waterproofing should 
be provided under slab.  Specify in Division 7.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<SPT><TTL>3.2.1   Vaporproofing For Slabs on Grade</TTL><BRK/>
<BRK/>
<TXT>Cover slab with the polyethylene membrane.  Lap joints at least<MET> 150 mm</MET><ENG> 6 inches</ENG>.  Seal joints with a full coverage 
of the <SUB>adhesive</SUB> recommended by the membrane manufacturer.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.2   Flooring Clipped to Steel Channels</TTL><BRK/>
<BRK/>
<SPT><TTL>3.2.2.1   Channel Placing</TTL><BRK/>
<BRK/>
<TXT>Install each channel in premilled grooves spaced<MET> 300 mm</MET><ENG> 12 inches</ENG>on center in [fiberboard] [flexible foam] parallel 
to the short side of the room, with butted end-to-end joints staggered at least<MET> 600 mm</MET><ENG> 24 inches</ENG>.  Anchor channels 
to the slab at<MET> 350 mm</MET><ENG> 14 inches</ENG> on center with<MET> 10 mm</MET><ENG> 3/8 inch</ENG> diameter, flat headed anchors that penetrate the 
slab by at least<MET> 32 mm</MET><ENG> 1 1/4 inches</ENG>.  Set channels level.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.2.2   Laying of Finished Flooring</TTL><BRK/>
<BRK/>
<TXT>Lay finished flooring at right angles to the steel channels.  Begin installation with double-tongue strips of 
flooring in center of room.  Clip each board down tightly at each channel intersection with zinc-coated flooring 
clips.  Each clip shall firmly engage the side edges of the flooring and the steel channels.  Ensure that each 
clip is placed properly. Stagger adjacent end joints of flooring so that there will be at least two boards between 
joints.  Where floor plates occur, install steel channels along edges of flooring board; provide clips for flooring.  
Drive each flooring strip up sideways and endways as tightly as practicable using steel driving tools that prevent 
marring of exposed flooring.  Boards shall be scribed to permanent obstructions and securely blocked at wall 
lines.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>3.2.3   Flooring on Wood Sleepers with Rubber Cushions</TTL><BRK/>
<BRK/>
<SPT><TTL>3.2.3.1   Installation of Wood Sleepers With Rubber Cushions</TTL><BRK/>
<BRK/>
<TXT>Install rubber-cushioned wood sleepers, [<MET>300 mm</MET><ENG>12 inches</ENG> on center for<MET> 26.2 mm</MET><ENG>33/32 inch</ENG>] [<MET>225 mm</MET><ENG>9 inches</ENG> on 
center for<MET> 19.8 mm</MET><ENG> 25/32 inch</ENG>] thick flooring, parallel to short side of the room, with butted end-to-end joints,<MET>
 6 mm</MET><ENG> 1/4 inch</ENG> apart at the joints, staggered at least<MET> 600 mm</MET><ENG> 24 inches</ENG>.  Sleepers shall have the rubber cushions 
attached at<MET> 300 mm</MET><ENG> 12 inch</ENG> centers.  Provide a<MET> 50 mm</MET><ENG> 2 inch</ENG> air space between ends and sides of sleepers at walls 
and other permanent obstructions. Sleepers shall be seated level and firm with rubber cushions bearing completely 
on the subfloor.  [In areas where fixed or temporary seats are indicated, provide<MET> 40 by 48 mm</MET><ENG> 1 5/8 by 1 7/8 
inch</ENG> wood screeds midway between the cushioned wood sleepers.]</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.3.2   Laying of Finished Flooring</TTL><BRK/>
<BRK/>
<TXT>Begin installation of flooring in center of space with double-tongue strips of flooring.  Lay flooring at right 
angles to the wood sleepers.  Blind nail each strip of flooring to each wood sleeper with<MET> 63 x 3 mm</MET><ENG> 8 penny</ENG> spiral 
screw nails.  Leave a continuous air space,<MET> 50 mm</MET><ENG> 2 inches</ENG> wide, between the finished flooring and perimeter 
walls and other permanent obstructions.  Stagger end joints of adjacent strips of flooring so that there will 
be at least two boards between each joint.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>3.2.4   Flooring on Board Subflooring, Wood Nailers, and Asphalt Fill</TTL><BRK/>
<BRK/>
<SPT><TTL>3.2.4.1   Priming of Concrete Slab</TTL><BRK/>
<BRK/>
<TXT>Prime slab with asphalt primer using minimum of<MET> 1.6 liter per 10 square meters</MET><ENG> one gallon per 250 square feet</ENG>
.  Allow primer to dry.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.4.2   Wood Nailers</TTL><BRK/>
<BRK/>
<TXT>Install continuous<MET> 50 by 75 mm</MET><ENG> 2 by 3 inch</ENG> nominal size wood nailers<MET> 300 mm</MET><ENG> 12 inches</ENG> on center, parallel to 
short side of room, with butted end-to-end staggered joints,<MET> 6 mm</MET><ENG> 1/4 inch</ENG> apart at the joints.  Elevate bottoms 
of nailers about<MET> 5 mm</MET><ENG> 3/16 inch</ENG> above concrete slab with fiber shims.  Fasten nailers to slab with<MET> 6 by 88 mm</MET><ENG>
 1/4 by 3 1/2 inch</ENG> power driven anchors spaced<MET> 750 mm</MET><ENG> 30 inches</ENG> on center and staggered in adjacent rows.  Provide 
an additional anchor not more than<MET> 150 mm</MET><ENG> 6 inches</ENG> from the end of each nailer.  Provide a<MET> 50 mm</MET><ENG> 2 inch</ENG> air space 
between ends and sides of sleepers at walls and other permanent obstructions.  Nailers shall be set level and 
in alignment.  Check level of tops of nailers with a surveyor's instrument.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.4.3   Asphalt Fill</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Because of asphalt cushion and fill specified, no additional vapor barrier 
is recommended.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>When the wood nailers have been set and leveled, pour the hot asphalt over the entire concrete slab surface; 
fill the spaces under the wood nailers completely and cover the concrete slab surface between the nailers to 
a depth of approximately<MET> 10 to 13 mm</MET><ENG> 3/8 to 1/2 inch</ENG>.  Pour asphalt up<MET> 6 mm</MET><ENG> 1/4 inch</ENG> on the sides of the nailers.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.4.4   Wood Board Subflooring</TTL><BRK/>
<BRK/>
<TXT>Apply wood subflooring diagonally over the wood nailers.  Cut ends parallel to and over center lines of wood 
nailers.  Nail subflooring securely to each wood nailer with<MET> 57 x 3 mm</MET><ENG> 7 penny</ENG> steel spiral screw nails; use 
two nails for<MET> 100 and 150 mm</MET><ENG> 4 and 6 inch</ENG> wide boards.  Space boards approximately<MET> 3 mm</MET><ENG> 1/8 inch</ENG> apart.  Top 
of subflooring shall have a true, even plane.  Provide<MET> 50 mm</MET><ENG> 2 inches</ENG> of clearance between subflooring and perimeter 
walls and other permanent obstructions.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.4.5   Felt</TTL><BRK/>
<BRK/>
<TXT>Cover wood subflooring with a layer of the felt.  Butt edges tightly.  Do not extend felt over air space between 
ends and sides of finished floor and perimeter walls or other permanent obstructions.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.4.6   Laying of Finished Flooring</TTL><BRK/>
<BRK/>
<TXT>Begin installation of flooring in center of space with double-tongue strips of flooring.  Lay flooring at right 
angles to the wood nailers and parallel with the long dimension of the room.  Blind nail each strip of flooring 
through the subflooring and into the sleeper with<MET> 63 x 3 mm</MET><ENG> 8 penny</ENG>screw type nails, spaced not over<MET> 300 mm</MET><ENG> 12 
inches</ENG> apart over the sleepers.  Leave a continuous air space<MET> 50 mm</MET><ENG> 2 inches</ENG> wide between the finished flooring 
and perimeter walls and other permanent obstructions.  Stagger end joints of adjacent strips of flooring so that 
there will be at least two boards between each joint.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>3.2.5   Flooring on Plywood Subflooring With Rubber Pads</TTL><BRK/>
<BRK/>
<SPT><TTL>3.2.5.1   Installation of Plywood Subflooring With Rubber Pads</TTL><BRK/>
<BRK/>
<TXT>Provide two layers of<MET> 12.7 mm</MET><ENG> 1/2 inch</ENG> thick plywood sheets, of<MET> 1200 by 2400 mm</MET><ENG> 4 by 8 feet</ENG>.  Each<MET> 1200 by 2400 
mm</MET><ENG> 4 by 8 foot</ENG> sheet in the bottom layer bearing on slab shall have 32 rubber pads,<MET> 57 by 75 by 10 mm</MET><ENG> 2 1/4 by 
3 by 3/8 inch</ENG> thick, approximately<MET> 300 mm</MET><ENG> 12 inches</ENG> on center in each direction, stapled to underside of sheet.  
Partial sheets shall have rubber pads<MET> 300 mm</MET><ENG> 12 inches</ENG> on center and at perimeters.  Lay first layer of plywood 
on concrete floor slab, parallel to short side of room.  Lay second layer at a 45 degree angle to first layer 
and fasten it to first layer by machine nailing or stapling on<MET> 600 mm</MET><ENG> 24 inch</ENG> centers using<MET> 25 mm</MET><ENG> one inch</ENG>nails 
or staples.  Leave a continuous air space<MET> 50 mm</MET><ENG> 2 inches</ENG> wide between the subflooring and perimeter walls and 
other permanent obstructions and<MET> 6 mm</MET><ENG> 1/4 inch</ENG> between panels at sides and ends.  Lap panels so that no joint 
will fall over any joint of the first layer.  [In areas where fixed or temporary seats are indicated, provide 
fixed hardboard shims,<MET> 3 mm</MET><ENG> 1/8 inch</ENG> thick, between the cushioned pads.]</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.5.2   Laying of Finished Flooring</TTL><BRK/>
<BRK/>
<TXT>Begin installation of flooring in center of space with double-tongue strips of flooring.  Lay flooring parallel 
with the long dimension of the room. Flooring shall be blind nailed on<MET> 250 mm</MET><ENG> 10 inch</ENG> centers with<MET> 45 mm</MET><ENG> 1 3/4 
inch</ENG> spiral screw nails.  Leave a continuous air space,<MET> 50 mm</MET><ENG> 2 inches</ENG> wide, between the finished flooring and 
perimeter walls and other permanent obstructions. Stagger end joints of adjacent strips of flooring so that there 
will be at least two boards between each joint.  [Roller skating rink flooring shall be<MET> 26.2 mm</MET><ENG> 33/32 inch</ENG> thick 
or<MET> 19.8 mm</MET><ENG> 25/32 inch</ENG> and laid in special octagonal pattern as indicated.  Diagonal intersections of flooring 
shall be joined with barbed steel splines.]</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>3.2.6   Flooring, Continuous Steel-Splined, [on Cork Underlayment]</TTL><BRK/>
<BRK/>
<SPT><TTL>3.2.6.1   Vaporproofing for Slabs on Grade</TTL><BRK/>
<BRK/>
<TXT>Prime concrete slab with asphalt primer using a minimum of<MET> 1.6 liter per 10 square meters</MET><ENG> one gallon per 250 
square feet</ENG>.  Following application and drying of the primer apply a membrane of two layers of felt.  Lay each 
layer of felt in a coating of trowelled asphalt mastic, applied at the rate of at least<MET> 11.5 liters per 10 square 
meters</MET><ENG> one gallon per 35 square feet</ENG>.  Felts shall be butted at joints.  Turn up felt<MET> 40 mm</MET><ENG> 1 1/2 inches</ENG> at perimeter 
walls and other permanent obstructions. Roll felt thoroughly, eliminating air pockets and blisters, to provide 
an overall smooth and level surface.  Cover top layer of felt with a coating of trowelled asphalt mastic applied 
at the rate of at least <MET> 11.5 liters per 10 square meters</MET><ENG> one gallon per 35 square feet</ENG>.</TXT><BRK/>
<BRK/></SPT>
<SPT>[<TTL>3.2.6.2   Cork Underlayment</TTL><BRK/>
<BRK/>
<TXT>Install underlayment in asphalt mastic.  Provide a<MET> 2 mm</MET><ENG> 1/16 inch</ENG>space at joints of corkboard.  After underlayment 
has been installed, roll entire area with a<MET> 68 kilogram</MET><ENG> 150 pound</ENG> roller to attain maximum bond and a uniformly 
even surface.  Leave a<MET> 40 mm</MET><ENG> 1 1/2 inch</ENG> air space between underlayment and perimeter walls and other permanent 
obstructions.</TXT><BRK/>
<BRK/>
]</SPT><SPT><TTL>3.2.6.3   Finished Flooring</TTL><BRK/>
<BRK/>
<TXT>Lay<MET> 300 mm</MET><ENG> 12 inch</ENG> long strips of finished flooring firmly in full bed of asphalt mastic in end-to-end courses, 
interlocking with saw-tooth steel splines into the slotted ends.  Break joints of continuous strip units in succeeding 
courses.  Lay continuous strip units parallel with the width of the room.  Lay flooring level and in correct 
alignment.  Leave a continuous air space,<MET> 40 mm</MET><ENG> 1 1/2 inches</ENG> wide, between the finished flooring and perimeter 
walls and other permanent obstructions.  Lay flooring with hairline joints. Do not drive flooring up tightly.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>3.2.7   Hardwood Base Installation</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Select type of base desired and delete the inapplicable types.  Bases 
specified are not a standard product of any manufacturer, and must be detailed 
on the drawings.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Install molded and perforated continuous hardwood base of the type indicated, along perimeter walls.  Base shall 
have<MET> 10 mm</MET><ENG> 3/8 inch</ENG> diameter vent holes spaced<MET> 125 mm</MET><ENG> 5 inches</ENG> on center in a straight row.  Nail or bolt base 
to wall.  Do not fasten base to flooring.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.8   Molded-Rubber Base Installation</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Select type of base desired and delete the inapplicable types.  Bases 
specified are not a standard product of any manufacturer, and must be detailed 
on the drawings.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Install molded-rubber base firmly on perimeter walls in continuous adhesive as recommended by the base manufacturer.  
Provide vertical, circular or semicircular vent holes in base spaced<MET> 125 mm</MET><ENG> 5 inches</ENG> on center in a straight 
row.  Do not fasten base to flooring.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.9   Steel Angle Base Installation</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Select type of base desired and delete the inapplicable types.  Bases 
specified are not a standard product of any manufacturer, and must be detailed 
on the drawings.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Install<MET> 75 by 75 by 5 mm</MET><ENG> 3 by 3 by 3/16 inch</ENG> continuous steel angle along perimeter walls.  Bottom leg of angle 
shall have<MET> 10 mm</MET><ENG> 3/8 inch</ENG> diameter vent holes spaced<MET> 125 mm</MET><ENG> 5 inches</ENG> on center in a straight row.  Fasten angle 
to wall at intervals of<MET> 400 mm</MET><ENG> 16 inches</ENG> with countersunk head [expansion] [toggle] bolts.  Do not fasten angle 
to flooring.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>3.3   SANDING, FINISHING, AND MARKING</TTL><BRK/>
<BRK/>
<SPT><TTL>3.3.1   Sanding</TTL><BRK/>
<BRK/>
<TXT>Sand wood floor surfaces with a machine using coarse, medium, and fine grades of sandpaper; the edges shall be 
sanded to a smooth edge; the finished surface shall be smooth and level, free from scratches.  A final disc sanding 
shall be provided.  After final sanding or buffing, vacuum floors until clean.  Do not walk on floors thereafter 
until finish has been applied and is dry.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.3.2   Finishing</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Use first bracketed sentence if finish is to be specified elsewhere in 
Division 9 of the project specifications; use second bracketed sentence if finish 
is specified under this section.  Select Group II or Group III finish in the 
next-to-last sentence of this section.</NPR><BRK/>
<AST/><BRK/></NTE>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Insert appropriate Section number and title in blank below using format 
per UFC 1-300-02.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>[Finishing shall be provided as specified in [_____].] [Within one day after the final sanding, buffing, and 
sweeping have been completed, use a tacky rag to clean flooring with a solvent recommended by the manufacturer 
of the floor finish material.  Follow cleaning with a coating of sealer; when thoroughly dry, burnish with No. 
2 steel wool, using a power machine.  After final burnishing and prior to application of final finish coat(s), 
layout and mark game lines as specified herein; after game lines are thoroughly dry, apply final finish coat.]  
Floors shall be wiped with a tacky rag each burnishing.  [Finish floors in accordance with <RID>MFMA SSCLFMGF</RID>.  Four 
Coat Specification:  Group II finish shall consist of one sealer coat and three finish coats.  Group III finish 
shall consist of two sealer coats and two finish coats.  Allow 5 days for proper curing.]</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.3.3   Marking</TTL><BRK/>
<BRK/>
<TXT>Lay out game lines and fields [and patterns] where indicated, masking edges to provide sharp, clean edges.  Edge 
shall be straight and width shall be uniform.  Apply marking of colors indicated, providing a minimum dry film 
thickness of one mil.</TXT><BRK/>
<BRK/></SPT>
</SPT><SPT><TTL>3.4   PROTECTION</TTL><BRK/>
<BRK/>
<TXT>After completion of laying, finishing, and marking of the flooring, do not use the floor for at least 72 hours.  
Avoid heavy traffic on the floor for at least one week.  Upon floor drying, use nonstaining, porous building 
paper of the type and grade recommended by manufacturer, taped along edges. Remove kraft paper covering after 
work in this area is completed.</TXT><BRK/>
<BRK/></SPT>
<MET><SPT><TTL>3.5   SCHEDULE</TTL><BRK/>
<BRK/>
<TXT>Metric measurements in this section are based on mathematical conversion of English unit measurement, and not 
on metric measurement commonly agreed to by the manufacturers or other parties.  The English and metric units 
for the measurements shown are as follows:</TXT><BRK/>
<BRK/>
<TBL><THD><BRK/>
     <HL1>Products</HL1>                <HL1>English Units</HL1>       <HL1>Metric Units</HL1><BRK/></THD>
<BRK/>
     Flooring                25/32 inch          19.8 mm<BRK/>
                             33/32 inch          26.2 mm<BRK/>
                             2 1/4 inches        57 mm<BRK/>
                             1 1/2 inches        38 mm<BRK/>
                             1 5/16 inches       33 mm<BRK/>
<BRK/>
     Rubber Base             4 x 3 inches        100 x 75 mm<BRK/>
<BRK/>
     Steel Channels          16 gage             1.5 mm<BRK/>
<BRK/>
     Sleepers                2 x 3 inches        50 x 75 mm<BRK/>
<BRK/>
     Plywood                 1/2 inch            12.7 mm<BRK/></TBL>
<BRK/></SPT>
</MET></PRT>    <END/><BRK/></SEC>