<?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"/><BRK/>
<HDR><AST/><BRK/>
USACE / NAVFAC / AFCESA / NASA                UFGS-09 64 29 (October 2006)<BRK/>
                                              ----------------------------<BRK/>
Preparing Activity:  <PRA>USACE</PRA>                    Superseding<BRK/>
                                              UFGS-09 64 29 (July 2006)<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 29</SCN><BRK/>
<BRK/>
<STL>WOOD STRIP FLOORING</STL><BRK/>
<DTE>10/06</DTE><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  This guide specification covers the requirements for <SCP>wood strip flooring 
for gymnasiums, handball and squash courts, and other special purpose applications</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/>
<BRK/>
<NPR>This guide specification includes tailoring options for Navy, gymnasium floors, 
handball court floor &amp; walls, and squash court walls.  Selection or deselection 
of a tailoring option will include or exclude that option in the section, but 
editing the resulting section to fit the project is still required.</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>ASTM INTERNATIONAL (ASTM)</ORG><BRK/><BRK/><RID>ASTM E 2129</RID><RTL>(2005) Standard Practice for Data Collection for Sustainability Assessment of Building Products</RTL><BRK/><BRK/></REF><REF><ORG>FOREST STEWARDSHIP COUNCIL (FSC)</ORG><BRK/><BRK/><RID>FSC STD 01 001</RID><RTL>(2000) Principles and Criteria for Forest Stewardship</RTL><BRK/><BRK/></REF><REF><ORG>MAPLE FLOORING MANUFACTURERS ASSOCIATION (MFMA)</ORG><BRK/><BRK/><RID>MFMA GS</RID><RTL>(1999) Guide Specifications for Maple Flooring Systems</RTL><BRK/><BRK/></REF><REF><ORG>NOFMA: THE WOOD FLOORING MANUFACTURERS ASSOCIATION (NOFMA)</ORG><BRK/><BRK/><RID>NOFMA Grading Rules</RID><RTL>(1999) Official Flooring Grading Rules</RTL><BRK/><BRK/></REF><REF><ORG>U.S. GREEN BUILDING COUNCIL (USGBC)</ORG><BRK/><BRK/><RID>LEED</RID><RTL>(2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction (LEED-NC)</RTL><BRK/><BRK/></REF></SPT><SPT><TTL>1.2   SYSTEM DESCRIPTION</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Wood strip flooring is very sensitive to ambient humidity conditions 
since all wood flooring will expand and contract as relative humidity varies.  
In order to keep the flooring manufacturer's warranty valid after installation, 
the areas in which the wood floors are installed must be adequately ventilated 
with natural or mechanical air circulation at all times during the life of the 
flooring.</NPR><BRK/>
<BRK/>
<NPR>If prior experience at the site indicates that relative humidity during sustained 
heating periods will fall below 35 percent, the office in charge of building 
maintenance should provide equipment to introduce moisture into the floored 
area when required; conversely, if relative humidity increases to 50 percent 
or higher at any time, measures should be taken to dry the floored area, including 
turning on the heat.</NPR><BRK/>
<BRK/>
<NPR>At sites with humidity problems, the maintenance of the flooring may require:  
1)  The design of a localized HVAC system to also react to and automatically 
control ambient humidity conditions through the life of the flooring; or 2)  
Continuous monitoring of relative humidity with on the spot corrective actions, 
as needed, without altering the HVAC system.  These alternatives could be very 
expensive or impractical.  The designer, in the absence of local experience, 
should coordinate with local manufacturers to specify compatible floorings which 
have performed well locally; that is, the designer should check gymnasiums in 
the area when building a gymnasium floor; the same for handball courts, etc.  
Of course, the designer has the option of purchasing commercially available 
floating or sleeper systems specifically designed to reduce the possibility 
of buckling and cupping brought on by moisture buildup or specifying other types 
of flooring when a cost analysis (including all HVAC variations) indicates that 
wood strip flooring is not economical.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>This specification is written to allow the Contractor to build wood strip floorings for gymnasiums, handball 
and squash courts, and other special purpose applications but does not preclude the installation of competitive, 
manufacturer standard, integrated systems.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>1.3   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 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.][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><TAI OPT="SQUASH COURT WALLS"><SUB>Squash and Handball Court Walls</SUB>[; <SUB>G</SUB>][; <SUB>G, [_____]</SUB>]</TAI></ITM><BRK/>
<BRK/>
<ITM>  Expansion joint details.</ITM><BRK/>
<BRK/>
<LST><SUB>SD-03 Product Data</SUB></LST><BRK/>
<BRK/>
[<ITM><SUB>Local/Regional Materials</SUB>; (<RID>LEED</RID>)</ITM><BRK/>
<BRK/>
<ITM>  Submit documentation indicating distance between manufacturing facility and the project site.  
Indicate distance of raw material origin from the project site.  Indicate relative dollar value 
of local/regional materials to total dollar value of products included in project.</ITM>]<BRK/>
<BRK/>
[<ITM><SUB>Environmental Data</SUB></ITM>]<BRK/>
<BRK/>
[<ITM><SUB>Bamboo</SUB>; (<RID>LEED</RID>)</ITM><BRK/>
<BRK/>
<ITM>  Submit documentation indicating type of biobased material in product and biobased content.  
Indicate relative dollar value of biobased content products to total dollar value of products 
included in project.  Submit documentation indicating relative dollar value of rapidly renewable 
materials to total dollar value of products included in project.</ITM>]<BRK/>
<BRK/>
<ITM><SUB>Installation</SUB></ITM><BRK/>
<BRK/>
<ITM>  Manufacturer's descriptive data and installation instructions.</ITM><BRK/>
<BRK/>
<LST><SUB>SD-04 Samples</SUB></LST><BRK/>
<BRK/>
<ITM><SUB>Strip Flooring</SUB></ITM><BRK/>
<BRK/>
<ITM>  Two samples of each type of strip flooring.</ITM><BRK/>
<BRK/>
<LST><SUB>SD-07 Certificates</SUB></LST><BRK/>
<BRK/>
<ITM><SUB>Forest Stewardship Council (FSC) Certification</SUB>; (<RID>LEED</RID>)</ITM><BRK/>
<BRK/></SPT>
<SPT><TTL>1.4   DELIVERY AND STORAGE</TTL><BRK/>
<BRK/>
<TXT>Materials shall be delivered to the site in original unopened packages, bundles or containers and with all labels 
intact.  Flooring shall be stored in fully covered, well ventilated areas and protected from extreme changes 
in temperature and humidity.  Flooring shall be maintained at an average moisture content of 6 to 9 percent.  
Temperature and humidity in the storage area shall closely approximate the temperature and humidity of the rooms 
in which the flooring is to be installed.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>1.5   ENVIRONMENTAL CONDITIONS</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  The values stated in the guide specification for moisture content of 
the flooring and for the humidity and temperature of the space where the flooring 
will be installed are those which are generally suitable.  When local experience 
has proven that values differing from those included in the guide specification 
are necessary because of geographical location or seasonal weather conditions, 
appropriate values will be substituted for the values stated in the guide specification.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Rooms where wood flooring is to be installed shall have permanent heating and air conditioning installed and 
working or adequate arrangements for ventilation and temperature controls.  The temperature shall be maintained 
at<MET> 14 to 27 degrees C</MET><ENG> 55 to 80 degrees F</ENG> and the humidity shall be maintained [at [40] [_____] percent] [as recommended 
by the manufacturer] starting not less than 3 days prior to beginning the installation of flooring and continuing 
throughout the remainder of the contract period.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>1.6   SUSTAINABLE DESIGN REQUIREMENTS</TTL><BRK/>
<BRK/>
<SPT><TTL>1.6.1   <SUB>Local/Regional Materials</SUB></TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Using local materials can help minimize transportation impacts, including 
fossil fuel consumption, air pollution, and labor.  Using materials harvested 
and manufactured within a 800 km (500 mile) radius from the project site contributes 
to the following LEED credit: MR5.  Coordinate with Section 01 33 29 LEED(tm) 
DOCUMENTATION.  Use second option if Contractor is choosing local materials 
in accordance with Section 01 33 29 LEED(tm) DOCUMENTATION.  Use second option 
for USACE projects.  Army projects shall include option only if pursuing this 
LEED credit.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>[Use materials or products extracted, harvested, or recovered, as well as manufactured, within a<MET> [800][_____] 
km</MET><ENG> [500][_____] mile</ENG> radius from the project site, if available from a minimum of three sources.][See Section 
<SRF>01 33 29</SRF> LEED(tm) DOCUMENTATION for cumulative total local material requirements.  Flooring materials may be 
locally available.]</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>1.6.2   <SUB>Environmental Data</SUB></TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  ASTM E 2129 provides for detailed documentation of the sustainability 
aspects of products used in the project.  This level of detail may be useful 
to the Contractor, Government, building occupants, or the public in assessing 
the sustainability of these products.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>[Submit Table 1 of <RID>ASTM E 2129</RID> for the following products: [_____].]</TXT><BRK/>
<BRK/></SPT>
<TAI OPT="NAVY"><SPT><TTL>1.6.3   <SUB>Forest Stewardship Council (FSC) Certification</SUB></TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Use of FSC-certified wood contributes to the following LEED credit: MR7.  
Coordinate with Section 01 33 29 LEED(tm) DOCUMENTATION.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Use FSC-certified wood where specified.  Provide letter of certification signed by lumber supplier.  Indicate 
compliance with <RID>FSC STD 01 001</RID> and identify certifying organization.  Submit FSC certification numbers; identify 
each certified product on a line-item basis.  Submit copies of invoices bearing the FSC certification numbers.</TXT><BRK/>
<BRK/></SPT>
</TAI></SPT><SPT><TTL>1.7   SCHEDULING</TTL><BRK/>
<BRK/>
<TXT>Strip flooring work shall be scheduled after any other work which would raise the moisture content of the flooring 
or damage the finished surface of the flooring.</TXT><BRK/>
<BRK/></SPT>
</PRT><PRT><TTL>PART 2   PRODUCTS</TTL><BRK/>
<BRK/>
<SPT><TTL>2.1   <SUB>STRIP FLOORING</SUB></TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Designer will select appropriate species and will permit maximum competition 
wherever possible; <TAI OPT="GYMNASIUM FLOORS">however, gymnasiums will be limited to hard maple</TAI>. Flooring 
of 25 mm (33/32 inch) thickness should be considered when floors will be subjected 
to hard service and frequent sanding.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<SPT><TTL>2.1.1   General Requirements</TTL><BRK/>
<BRK/>
<TXT>Strip flooring shall be<MET> [19] [26] mm</MET><ENG> [3/4] [33/32] inch</ENG> thick by<MET> 55 mm</MET><ENG> 2-1/4 inch</ENG> face width, kiln dried, continuous 
tongue and groove and of standard lengths.  Beech and birch shall be second grade in accordance with <RID>NOFMA Grading Rules</RID>
[ and FSC-certified].  Hard maple shall be second and better in accordance with <RID>MFMA GS</RID>[ and FSC-certified].  
Red and white oak shall be select grade in accordance with <RID>NOFMA Grading Rules</RID>[ and FSC-certified].  Strip flooring 
shall be marked with the trademark of the grading agency.</TXT><BRK/>
<BRK/></SPT>
[<SPT><TTL>2.1.2   <SUB>Bamboo</SUB></TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Use of rapidly renewable biobased materials like bamboo contributes to 
the following LEED credit: MR6.  Include submittal if pursuing this LEED credit, 
and coordinate with Section 01 33 29 LEED DOCUMENTATION.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Bamboo flooring shall be laminated, tongue-and-groove plank flooring, [<MET>16 to 19 mm</MET><ENG> 5/8 to 3/4 inch</ENG> thick, 2- 
or 3-ply, flat grain with horizontal laminations][<MET>13 mm</MET><ENG> 1/2 inch</ENG> thick with vertical laminations].</TXT><BRK/>
<BRK/></SPT>
]</SPT><SPT><TTL>2.2   NAILS</TTL><BRK/>
<BRK/>
<TXT>Nails shall be in accordance with strip flooring manufacturer's recommendations.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.3   RESILIENT PADS</TTL><BRK/>
<BRK/>
<TXT>Resilient pads shall be pneumatic rubber, PVC, or polyurethane resilient mounts to fit the selected floor system.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.4   WALL BASE</TTL><BRK/>
<BRK/>
<TXT>Wall base shall be wood molding or vented cove with premolded outside corners and mitered inside corners.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.5   MOISTURE BARRIER</TTL><BRK/>
<BRK/>
<TXT>Moisture barrier shall be<MET> 0.15 mm</MET><ENG> 6 mil</ENG> minimum thickness polyethylene.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>2.6   CLIPS, ANCHOR CHANNELS AND INSULATION</TTL><BRK/>
<NTE><BRK/>
<AST/><BRK/>
<NPR>NOTE:  Include this paragraph when channel anchorage system is specified.  Channel 
anchorage system will be included as an option to wood nailers for gymnasium 
floors.</NPR><BRK/>
<AST/><BRK/></NTE>
<BRK/>
<TXT>Galvanized steel clips for steel channel anchorage systems shall be in accordance with steel channel anchorage 
system manufacturer's recommendations.  Clips shall be designed to provide holding at least equal to the nailing 
specified and shall function without splitting the assembled boards or otherwise reducing the performance of 
the floor.  Anchor channels shall be as recommended by the flooring manufacturer.  Anchor channels shall be galvanized, 
complete with all pads, anchors and other components required for channel installation.  Underfloor insulation 
shall be asphalt impregnated fiberboard or closed-cell polyethylene foam.  The Contractor shall comply with EPA 
requirements in accordance with Section <SRF>01 62 35</SRF> RECYCLED / RECOVERED MATERIALS.</TXT><BRK/>
<BRK/></SPT>
</PRT><PRT><TTL>PART 3   EXECUTION</TTL><BRK/>
<BRK/>
<SPT><TTL>3.1   SURFACE CONDITIONS</TTL><BRK/>
<BRK/>
<TXT>Concrete slab shall be level, steel troweled to a tolerance of<MET> 3 mm</MET><ENG> 1/8 inch</ENG>plus or minus in a<MET> 3 m</MET><ENG> 10 foot</ENG> radius.  
Slab surface shall be clean, dry, and approved prior to start of installation.  The slab shall be depressed as 
required by the floor specified.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2   <SUB>INSTALLATION</SUB></TTL><BRK/>
<BRK/>
<TXT>Flooring shall be installed in accordance with the approved installation instructions of the manufacturer.  Wood 
nailers are specified in Section <SRF>06 10 00</SRF> ROUGH CARPENTRY.  Unless otherwise approved, flooring shall be laid 
parallel to the length of the area to be floored.  Strips shall be laid [with close joints, snugly driven up 
but providing for absorption of a small amount of expansion] [to allow for intermediate expansion in accordance 
with humidity conditions expected during the life of the of the flooring].  End joints shall be so alternated 
that there will be at least two boards between end joints in the same plane and at least<MET> 150 mm</MET><ENG> 6 inches</ENG> between 
end joints in adjacent boards.  Space for expansion shall be left along perimeter walls and around fixed projections 
through the floor surface.  Unless otherwise shown or permitted by the approved installation instructions, expansion 
space shall be<MET> 5 mm per meter</MET><ENG> 1/16 inch per foot</ENG> of distance between opposite walls, with one half the space 
provided at each wall and with a minimum space of<MET> 25 mm</MET><ENG> 1 inch</ENG> at each wall.</TXT><BRK/>
<BRK/>
<TAI OPT="GYMNASIUM FLOORS"><SPT><TTL>3.2.1   Gymnasium Floors</TTL><BRK/>
<BRK/>
<SPT><TTL>3.2.1.1   Wood Sleepers</TTL><BRK/>
<BRK/>
<TXT>For wood sleeper supported floors, the slab shall be vapor-sealed with a two-ply membrane and hot-poured, steep-slope 
asphalt to a minimum depth of<MET> 6 mm</MET><ENG> 1/4 inch</ENG> above bottom of sleepers.  Anchored, treated wood sleepers shall 
be spaced at<MET> 400 mm</MET><ENG> 16 inches</ENG> on center with wood or plywood subfloor or, if required by design considerations, 
wood sleepers at<MET> 300 mm</MET><ENG> 12 inches</ENG> on centers without subfloor and with<MET> 26 mm</MET><ENG> 33/32 inch</ENG> thick flooring.  Space 
between rows of wood sleepers shall be left vacant.  Expansion joints shall be<MET> 50 mm</MET><ENG> 2 inches</ENG> maximum.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.1.2   Steel Channels</TTL><BRK/>
<BRK/>
<TXT>Galvanized steel channel system shall be placed on manufacturer's standard grooved foam or grooved resilient 
insulation board.  Expansion joints shall be in accordance with manufacturer's recommendations.</TXT><BRK/>
<BRK/></SPT>
</SPT></TAI><TAI OPT="HANDBALL COURT FLOOR &amp; WALLS"><SPT><TTL>3.2.2   Handball Court Floor and Walls</TTL><BRK/>
<BRK/>
<TXT>Strip flooring used for floors and walls in handball courts shall be laid out to provide an overall light appearance; 
contrast from one board to the next shall be gradual in order to avoid dark streaks.</TXT><BRK/>
<BRK/></SPT>
</TAI><TAI OPT="SQUASH COURT WALLS"><SPT><TTL>3.2.3   <SUB>Squash and Handball Court Walls</SUB></TTL><BRK/>
<BRK/>
<TXT>Maximum space for expansion shall be<MET> 50 mm</MET><ENG> 2 inches</ENG> at each wall.  Expansion joints over<MET> 25 mm</MET><ENG> 1 inch</ENG> and expansion 
joints for steel channel-strip flooring application shall be detailed and the drawings, showing the method of 
covering, submitted for approval.</TXT><BRK/>
<BRK/>
<SPT><TTL>3.2.3.1   Wood Supports</TTL><BRK/>
<BRK/>
<TXT>Anchored wood supports shall be used to keep the treated wood sleepers shimmed away from the wall to provide 
ventilation.  Wood sleepers shall be spaced at<MET> 400 mm</MET><ENG>16 inches</ENG> on center.  Exterior grade plywood<MET> 15 mm</MET><ENG>5/8 inch</ENG>
 thick, with two coats of aluminum enamel on the back side in accordance with Section <SRF>06 10 00</SRF> ROUGH CARPENTRY, 
shall be used for vapor seal and sound deadener.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.2.3.2   Steel Supports</TTL><BRK/>
<BRK/>
<TXT>Anchored, galvanized, steel channel supports shall be used with steel channel system; steel channels shall be 
spaced at<MET> 300 mm</MET><ENG> 12 inches</ENG> on center.  The space between the supporting wall and the back of the finished wall 
shall be filled to within<MET> 300 mm</MET><ENG> 12 inches</ENG> of the ceiling with an approved hot-poured, steep-slope asphalt as 
the construction of the wall progresses.  As an option to the asphalt-backed wall construction when<MET> 26 mm</MET><ENG> 33/32 
inch</ENG> thick flooring is used, the wall shall be vapor sealed with a<MET> 0.15 mm</MET><ENG> 6 mil</ENG> thickness of polyethylene sheeting 
prior to application to steel channels and the space between the supporting wall and the back of the finished 
wall shall be filled with insulation as used for the floor.</TXT><BRK/>
<BRK/></SPT>
</SPT></TAI></SPT><SPT><TTL>3.3   SANDING</TTL><BRK/>
<BRK/>
<TXT>Sand flooring to a smooth, even, uniform finish without burns.  A minimum of three sanding cuts, each with a 
finer sandpaper, shall be made.  Use a heavy drum-type sander for floors, except a disc-type sander is permitted 
for the final cut on strip flooring.  Either the first pass or the second pass of the drum-type sander shall 
be at an angle of 45 degrees to the grain; other passes of the drum-type sander shall be in the direction of 
the grain of strip flooring.  Finish edges not reached by the sander with an edger or by hand methods.  Perform 
the final sanding at a time and in a manner that will permit application of the first seal coat as specified 
in Section <SRF>09 90 00</SRF> PAINTS AND COATINGS to be completed within 8 hours after completion of sanding.  Leave the 
flooring clean and ready to receive the finishing materials.</TXT><BRK/>
<BRK/></SPT>
<SPT><TTL>3.4   PROTECTION</TTL><BRK/>
<BRK/>
<TXT>Protect flooring from damage from the time of installation until final acceptance.</TXT><BRK/>
<BRK/></SPT>
</PRT>    <END/><BRK/></SEC>