From: "Saved by Windows Internet Explorer 8"
Subject: =?iso-8859-1?Q?eCFR_=97_Code_of_Federal_Regulations?=
Date: Mon, 18 Nov 2013 14:57:11 -0500
MIME-Version: 1.0
Content-Type: multipart/related;
	type="text/html";
	boundary="----=_NextPart_000_0006_01CEE46E.75B08040"
X-MimeOLE: Produced By Microsoft MimeOLE V6.1.7601.17609

This is a multi-part message in MIME format.

------=_NextPart_000_0006_01CEE46E.75B08040
Content-Type: text/html;
	charset="utf-8"
Content-Transfer-Encoding: quoted-printable
Content-Location: =?utf-8?Q?mhtml:file://Q:\direct\Standards?=
	=?utf-8?Q?\PRA-95\CONSTRUCTION\1218-0197\2?=
	=?utf-8?Q?013_Preclearance_Folder\eCFR_=E2=80=94=281?=
	=?utf-8?Q?926.502=2804-29-13=29.mht?=

=EF=BB=BF<!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0 Transitional//EN">
<HTML lang=3Den xmlns=3D"http://www.w3.org/1999/xhtml" =
xml:lang=3D"en"><HEAD=20
profile=3D"http://www.w3.org/2005/10/profile"><TITLE>eCFR =E2=80=94 Code =
of Federal Regulations</TITLE>
<META content=3D"text/html; charset=3Dutf-8" http-equiv=3Dcontent-type>
<META content=3Dtext/javascript http-equiv=3Dcontent-script-type>
<META content=3Dno-cache http-equiv=3Dpragma>
<META content=3Dno-cache http-equiv=3Dcache-control>
<META content=3D0 http-equiv=3Dexpires>
<META content=3D"us government printing office" http-equiv=3Dkeywords>
<META content=3D"us government printing office" =
http-equiv=3Ddescription><LINK=20
rel=3Dstylesheet type=3Dtext/css =
href=3D"http://www.ecfr.gov/styles/eCFR.css"><LINK=20
rel=3Dstylesheet type=3Dtext/css =
href=3D"http://www.ecfr.gov/styles/eCFRprint.css"=20
media=3Dprint>
<META name=3Drobots content=3Dnofollow><LINK rel=3Dicon type=3Dimage/gif =

href=3D"http://www.gpo.gov/fdsys/images/gpo_favicon.gif">
<META name=3DGENERATOR content=3D"MSHTML 8.00.7601.18269"></HEAD>
<BODY>
<DIV=20
style=3D"POSITION: absolute; PADDING-BOTTOM: 0px; PADDING-LEFT: 0px; =
WIDTH: 1279px; PADDING-RIGHT: 0px; VISIBILITY: hidden; OVERFLOW: hidden; =
TOP: 0px; PADDING-TOP: 0px; LEFT: -1280px"=20
id=3Dwzttdiv></DIV>
<DIV id=3Dwrapper>
<DIV id=3Dtop-menu-one class=3Dtop-menu><A =
href=3D"http://www.gpo.gov/about/">About=20
GPO</A> &nbsp; <SPAN class=3Dtop-menu-pipe>|</SPAN> &nbsp; <A=20
href=3D"http://www.gpo.gov/newsroom-media/">Newsroom/Media</A> &nbsp; =
<SPAN=20
class=3Dtop-menu-pipe>|</SPAN> &nbsp; <A=20
href=3D"http://www.gpo.gov/congressional/">Congressional Relations</A> =
&nbsp;=20
<SPAN class=3Dtop-menu-pipe>|</SPAN> &nbsp; <A=20
href=3D"http://www.gpo.gov/oig/">Inspector General</A> &nbsp; <SPAN=20
class=3Dtop-menu-pipe>|</SPAN> &nbsp; <A=20
href=3D"http://www.gpo.gov/careers/">Careers</A> &nbsp; <SPAN=20
class=3Dtop-menu-pipe>|</SPAN> &nbsp; <A=20
href=3D"http://www.gpo.gov/contact.htm">Contact</A> &nbsp; <SPAN=20
class=3Dtop-menu-pipe>|</SPAN> &nbsp; <A=20
href=3D"http://gpo.custhelp.com/">askGPO</A> &nbsp; <SPAN=20
class=3Dtop-menu-pipe>|</SPAN> &nbsp; <A=20
href=3D"http://www.gpo.gov/help/index.html#about_fdsys2.htm">Help</A> =
&nbsp;=20
</DIV>
<DIV id=3Dtop-banner-inside class=3Dclear></DIV>
<DIV id=3Dtop-menu-two class=3Dtop-menu><A class=3Dmenu-home-title=20
href=3D"http://www.gpo.gov/">Home</A> &nbsp; <SPAN =
class=3Dtop-menu-pipe>|</SPAN>=20
&nbsp; <A class=3Dmenu-customers-title=20
href=3D"http://www.gpo.gov/customers/">Customers</A> &nbsp; <SPAN=20
class=3Dtop-menu-pipe>|</SPAN> &nbsp; <A class=3Dmenu-vendors-title=20
href=3D"http://www.gpo.gov/vendors/">Vendors</A> &nbsp; <SPAN=20
class=3Dtop-menu-pipe>|</SPAN> &nbsp; <A class=3Dmenu-libraries-title=20
href=3D"http://www.gpo.gov/libraries/">Libraries</A> &nbsp; </DIV><!-- =
end of 'top-menu' -->
<TABLE class=3Dtwo-col-layout-table>
  <TBODY>
  <TR>
    <TD class=3Dtwo-col-layout-left>
      <DIV id=3Dleft-menu>
      <DIV><A class=3D"menu-search-title left-menu-title highlight"=20
      title=3D"find government publications with gpo's federal digital =
system"=20
      href=3D"http://www.gpo.gov/searchwebapp/search/home.action">FDsys: =
<BR>GPO's=20
      Federal Digital System </A></DIV>
      <DIV>
      <DIV class=3Dleft-menu-sublinks><A=20
      href=3D"http://www.gpo.gov/fdsysinfo/aboutfdsys.htm">About FDsys =
</A></DIV>
      <DIV class=3Dleft-menu-sublinks><A=20
      href=3D"http://www.gpo.gov/searchwebapp/search/home.action">Search =

      Government Publications </A></DIV>
      <DIV class=3Dleft-menu-sublinks><A=20
      =
href=3D"http://www.gpo.gov/searchwebapp/browse/collectiontab.action">Brow=
se=20
      Government Publications </A></DIV></DIV>
      <HR>

      <TABLE>
        <TBODY>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"WIDTH: 13px; HEIGHT: 2px">
            <DIV style=3D"TEXT-ALIGN: center">=E2=80=A2</DIV></TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi-bin/ECFR?SID=3D1c335a5d613fe78bb931beb058=
e3c754&amp;page=3Dbrowse">Browse</A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"HEIGHT: 2px">
            <DIV style=3D"TEXT-ALIGN: center">=E2=80=A2</DIV></TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi-bin/ECFR?SID=3D1c335a5d613fe78bb931beb058=
e3c754&amp;page=3Dsimple">Simple=20
            Search </A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"HEIGHT: 19px">
            <DIV style=3D"TEXT-ALIGN: center">=E2=80=A2</DIV></TD>
          <TD style=3D"HEIGHT: 19px"><SPAN=20
            style=3D"FONT-FAMILY: arial, helvetica, sans-serif; COLOR: =
#000011">Advanced=20
            Search </SPAN></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"HEIGHT: 2px">
            <DIV style=3D"TEXT-ALIGN: center"></DIV></TD>
          <TD style=3D"HEIGHT: 20px">*<A=20
            =
href=3D"http://www.ecfr.gov/cgi-bin/ECFR?SID=3D1c335a5d613fe78bb931beb058=
e3c754&amp;page=3Dboolean">=20
            Boolean</A></TD></TR>
        <TR align=3Dmiddle>
          <TD style=3D"HEIGHT: 20px">&nbsp;</TD>
          <TD align=3Dleft>* <A=20
            =
href=3D"http://www.ecfr.gov/cgi-bin/ECFR?SID=3D1c335a5d613fe78bb931beb058=
e3c754&amp;page=3Dproximity">Proximity</A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"TEXT-ALIGN: center; HEIGHT: 2px">=E2=80=A2</TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi-bin/historyECFR?SID=3D1c335a5d613fe78bb93=
1beb058e3c754">Search=20
            History</A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"TEXT-ALIGN: center; HEIGHT: 2px">=E2=80=A2</TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi-bin/ECFR?SID=3D1c335a5d613fe78bb931beb058=
e3c754&amp;page=3Dsearchtips">Search=20
            Tips</A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"HEIGHT: 2px">
            <DIV style=3D"TEXT-ALIGN: center">=E2=80=A2</DIV></TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi/t/text/text-idx?SID=3D1c335a5d613fe78bb93=
1beb058e3c754&amp;c=3Decfr&amp;tpl=3D/correctionspage.tpl">Corrections</A=
></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"HEIGHT: 2px">
            <DIV style=3D"TEXT-ALIGN: center">=E2=80=A2</DIV></TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi/t/text/text-idx?SID=3D1c335a5d613fe78bb93=
1beb058e3c754&amp;c=3Decfr&amp;tpl=3D/update.tpl">Latest=20
            Updates</A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"TEXT-ALIGN: center; HEIGHT: 2px">=E2=80=A2</TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi-bin/ECFR?SID=3D1c335a5d613fe78bb931beb058=
e3c754&amp;page=3Duserinfo">User=20
            Info</A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"HEIGHT: 2px" align=3Dmiddle>=E2=80=A2</TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi-bin/ECFR?SID=3D1c335a5d613fe78bb931beb058=
e3c754&amp;page=3Dfaq">FAQs</A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"HEIGHT: 2px">
            <DIV style=3D"TEXT-ALIGN: center">=E2=80=A2</DIV></TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi/t/text/text-idx?SID=3D1c335a5d613fe78bb93=
1beb058e3c754&amp;tpl=3D/agencylist.tpl">Agency=20
            List</A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"HEIGHT: 2px">
            <DIV style=3D"TEXT-ALIGN: center">=E2=80=A2</DIV></TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi/t/text/text-idx?SID=3D1c335a5d613fe78bb93=
1beb058e3c754&amp;tpl=3D/ibr.tpl">Incorporation=20
            by Reference</A></TD></TR>
        <TR vAlign=3Dtop align=3Dleft>
          <TD style=3D"HEIGHT: 2px">
            <DIV style=3D"TEXT-ALIGN: center">=E2=80=A2</DIV></TD>
          <TD style=3D"HEIGHT: 20px"><A=20
            =
href=3D"http://www.ecfr.gov/cgi-bin/ECFR?SID=3D1c335a5d613fe78bb931beb058=
e3c754&amp;page=3Dbrowse">e-CFR=20
            Main Page</A></TD></TR></TBODY></TABLE></DIV><!-- sidebar =
for cfr collection -->
      <DIV class=3D"sidebar-title-bar =
collection-latest-resources-mask">Related=20
      Resources </DIV>
      <DIV id=3Dlatest-resources-content>
      <DIV>Download the <A =
href=3D"http://www.gpo.gov/fdsys/bulkdata/CFR">Code of=20
      Federal Regulations in XML. </A></DIV>
      <HR class=3Dblack-1-cccccc>

      <DIV>The <A=20
      =
href=3D"http://www.ecfr.gov/cgi-bin/ECFR?SID=3D1c335a5d613fe78bb931beb058=
e3c754&amp;page=3Dbrowse">Electronic=20
      Code of Federal Regulations (e-CFR)</A> is a regularly updated, =
unofficial=20
      editorial compilation of CFR material and Federal Register =
amendments=20
      produced by the National Archives and Records Administration's =
Office of=20
      the Federal Register (OFR) and the Government Printing Office. =
</DIV>
      <HR class=3Dblack-1-cccccc>

      <DIV>Parallel Table of Authorities and Rules for the Code of =
Federal=20
      Regulations and the United States Code<BR><A=20
      href=3D"http://www.gpo.gov/help/parallel_table.txt">Text</A> | <A=20
      href=3D"http://www.gpo.gov/help/parallel_table.pdf">PDF </A></DIV>
      <HR class=3Dblack-1-cccccc>

      <DIV>Find, review, and submit comments on Federal rules that are =
open for=20
      comment and published in the Federal Register using <A=20
      href=3D"http://www.regulations.gov/">Regulations.gov. </A></DIV>
      <HR class=3Dblack-1-cccccc>

      <DIV><A =
href=3D"http://bookstore.gpo.gov/baskets/cfr-listing.jsp">Purchase=20
      individual CFR titles </A>from the U.S. Government Online =
Bookstore.=20
</DIV>
      <HR class=3Dblack-1-cccccc>

      <DIV>Find issues of the CFR (including issues prior to 1996) at a =
local <A=20
      href=3D"http://catalog.gpo.gov/fdlpdir/FDLPdir.jsp">Federal =
depository=20
      library.</A> </DIV>
      <HR class=3Dblack-1-cccccc>

      <DIV>[2] </DIV></DIV></TD>
    <TD class=3Dvert-spacer-450>&nbsp;</TD>
    <TD class=3Dtwo-col-layout-right>
      <DIV id=3Dbrowse-layout-mask>
      <DIV>&nbsp;</DIV>
      <H3 class=3Dpage-title>Electronic Code of Federal Regulations</H3>
      <P></P>
      <DIV id=3Dnotice>As of October 9, 2012, the e-CFR resides at a new =
URL.=20
      Please reset your bookmarks, favorites, links and desktop =
shortcuts to:=20
      www.ecfr.gov. </DIV><!-- startDynamic -->
      <TABLE width=3D"90%">
        <TBODY>
        <TR>
          <TD>
            <P class=3Dupdated>e-CFR Data is current as of April 25, =
2013=20
        </P></TD></TR></TBODY></TABLE>
      <DIV id=3Dbrowse class=3Dbrowse>
      <P class=3Dfp><A=20
      =
href=3D"http://www.ecfr.gov/cgi-bin/retrieveECFR?gp=3D&amp;SID=3D1c335a5d=
613fe78bb931beb058e3c754&amp;r=3DSECTION&amp;n=3D29y8.1.1.1.1.13.19.2">Br=
owse=20
      Previous</A> | <A=20
      =
href=3D"http://www.ecfr.gov/cgi-bin/retrieveECFR?gp=3D&amp;SID=3D1c335a5d=
613fe78bb931beb058e3c754&amp;r=3DSECTION&amp;n=3D29y8.1.1.1.1.13.19.4">Br=
owse=20
      Next</A></P></DIV>
      <P class=3Dfp>Title 29: Labor <BR><A=20
      =
href=3D"http://www.ecfr.gov/cgi-bin/retrieveECFR?gp=3D&amp;SID=3D1c335a5d=
613fe78bb931beb058e3c754&amp;n=3D29y8.1.1.1.1&amp;r=3DPART&amp;ty=3DHTML"=
>PART=20
      1926=E2=80=94SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION</A> =
<BR><A=20
      =
href=3D"http://www.ecfr.gov/cgi-bin/retrieveECFR?gp=3D&amp;SID=3D1c335a5d=
613fe78bb931beb058e3c754&amp;n=3D29y8.1.1.1.1.13&amp;r=3DSUBPART&amp;ty=3D=
HTML">Subpart=20
      M=E2=80=94Fall Protection</A> </P>
      <HR>
      <A name=3D_top></A>
      <H2 style=3D"TEXT-ALIGN: =
left">=C2=A7&nbsp;1926.502&nbsp;&nbsp;&nbsp;Fall=20
      protection systems criteria and practices.</H2>
      <P>(a) <SPAN style=3D"FONT-STYLE: italic">General.</SPAN> (1) Fall =

      protection systems required by this part shall comply with the =
applicable=20
      provisions of this section.</P>
      <P>(2) Employers shall provide and install all fall protection =
systems=20
      required by this subpart for an employee, and shall comply with =
all other=20
      pertinent requirements of this subpart before that employee begins =
the=20
      work that necessitates the fall protection.</P>
      <P>(b) <SPAN style=3D"FONT-STYLE: italic">Guardrail =
systems.</SPAN>=20
      Guardrail systems and their use shall comply with the following=20
      provisions:</P>
      <P>(1) Top edge height of top rails, or equivalent guardrail =
system=20
      members, shall be 42 inches (1.1 m) plus or minus 3 inches (8 cm) =
above=20
      the walking/working level. When conditions warrant, the height of =
the top=20
      edge may exceed the 45-inch height, provided the guardrail system =
meets=20
      all other criteria of this paragraph.</P>
      <P class=3Dnote><SPAN style=3D"FONT-VARIANT: =
small-caps">Note:</SPAN> When=20
      employees are using stilts, the top edge height of the top rail, =
or=20
      equivalent member, shall be increased an amount equal to the =
height of the=20
      stilts.</P>
      <P>(2) Midrails, screens, mesh, intermediate vertical members, or=20
      equivalent intermediate structural members shall be installed =
between the=20
      top edge of the guardrail system and the walking/working surface =
when=20
      there is no wall or parapet wall at least 21 inches (53 cm) =
high.</P>
      <P>(i) Midrails, when used, shall be installed at a height midway =
between=20
      the top edge of the guardrail system and the walking/working =
level.</P>
      <P>(ii) Screens and mesh, when used, shall extend from the top =
rail to the=20
      walking/working level and along the entire opening between top =
rail=20
      supports.</P>
      <P>(iii) Intermediate members (such as balusters), when used =
between=20
      posts, shall be not more than 19 inches (48 cm) apart.</P>
      <P>(iv) Other structural members (such as additional midrails and=20
      architectural panels) shall be installed such that there are no =
openings=20
      in the guardrail system that are more than 19 inches (.5 m) =
wide.</P>
      <P>(3) Guardrail systems shall be capable of withstanding, without =

      failure, a force of at least 200 pounds (890 N) applied within 2 =
inches=20
      (5.1 cm) of the top edge, in any outward or downward direction, at =
any=20
      point along the top edge.</P>
      <P>(4) When the 200 pound (890 N) test load specified in paragraph =
(b)(3)=20
      of this section is applied in a downward direction, the top edge =
of the=20
      guardrail shall not deflect to a height less than 39 inches (1.0 =
m) above=20
      the walking/working level. Guardrail system components selected =
and=20
      constructed in accordance with the appendix B to subpart M of this =
part=20
      will be deemed to meet this requirement.</P>
      <P>(5) Midrails, screens, mesh, intermediate vertical members, =
solid=20
      panels, and equivalent structural members shall be capable of=20
      withstanding, without failure, a force of at least 150 pounds (666 =
N)=20
      applied in any downward or outward direction at any point along =
the=20
      midrail or other member.</P>
      <P>(6) Guardrail systems shall be so surfaced as to prevent injury =
to an=20
      employee from punctures or lacerations, and to prevent snagging of =

      clothing.</P>
      <P>(7) The ends of all top rails and midrails shall not overhang =
the=20
      terminal posts, except where such overhang does not constitute a=20
      projection hazard.</P>
      <P>(8) Steel banding and plastic banding shall not be used as top =
rails or=20
      midrails.</P>
      <P>(9) Top rails and midrails shall be at least one-quarter inch =
(0.6 cm)=20
      nominal diameter or thickness to prevent cuts and lacerations. If =
wire=20
      rope is used for top rails, it shall be flagged at not more than =
6-foot=20
      (1.8 m) intervals with high-visibility material.</P>
      <P>(10) When guardrail systems are used at hoisting areas, a =
chain, gate=20
      or removable guardrail section shall be placed across the access =
opening=20
      between guardrail sections when hoisting operations are not taking =

      place.</P>
      <P>(11) When guardrail systems are used at holes, they shall be =
erected on=20
      all unprotected sides or edges of the hole.</P>
      <P>(12) When guardrail systems are used around holes used for the =
passage=20
      of materials, the hole shall have not more than two sides provided =
with=20
      removable guardrail sections to allow the passage of materials. =
When the=20
      hole is not in use, it shall be closed over with a cover, or a =
guardrail=20
      system shall be provided along all unprotected sides or edges.</P>
      <P>(13) When guardrail systems are used around holes which are =
used as=20
      points of access (such as ladderways), they shall be provided with =
a gate,=20
      or be so offset that a person cannot walk directly into the =
hole.</P>
      <P>(14) Guardrail systems used on ramps and runways shall be =
erected along=20
      each unprotected side or edge.</P>
      <P>(15) Manila, plastic or synthetic rope being used for top rails =
or=20
      midrails shall be inspected as frequently as necessary to ensure =
that it=20
      continues to meet the strength requirements of paragraph (b)(3) of =
this=20
      section.</P>
      <P>(c) <SPAN style=3D"FONT-STYLE: italic">Safety net =
systems.</SPAN> Safety=20
      net systems and their use shall comply with the following =
provisions:</P>
      <P>(1) Safety nets shall be installed as close as practicable =
under the=20
      walking/working surface on which employees are working, but in no =
case=20
      more than 30 feet (9.1 m) below such level. When nets are used on =
bridges,=20
      the potential fall area from the walking/working surface to the =
net shall=20
      be unobstructed.</P>
      <P>(2) Safety nets shall extend outward from the outermost =
projection of=20
      the work surface as follows:</P>
      <DIV style=3D"WIDTH: 100%">
      <DIV class=3Dgpotbl_div>
      <TABLE class=3Dgpotbl_table border=3D1 cellSpacing=3D1 =
cellPadding=3D1=20
      width=3D"100%" frame=3Dvoid>
        <TBODY>
        <TR>
          <TH class=3Dgpotbl_colhed scope=3Dcol>Vertical distance from =
working=20
            level to horizontal plane of net</TH>
          <TH class=3Dgpotbl_colhed scope=3Dcol>Minimum required =
horizontal=20
            distance of outer edge of net from the edge of the working=20
        surface</TH></TR>
        <TR>
          <TD class=3Dgpotbl_cell scope=3Drow align=3Dleft>Up to 5 =
feet</TD>
          <TD class=3Dgpotbl_cell align=3Dleft>8 feet.</TD></TR>
        <TR>
          <TD class=3Dgpotbl_cell scope=3Drow align=3Dleft>More than 5 =
feet up to 10=20
            feet</TD>
          <TD class=3Dgpotbl_cell align=3Dleft>10 feet.</TD></TR>
        <TR>
          <TD class=3Dgpotbl_cell scope=3Drow align=3Dleft>More than 10 =
feet</TD>
          <TD class=3Dgpotbl_cell align=3Dleft>13=20
      feet.</TD></TR></TBODY></TABLE></DIV></DIV>
      <P>(3) Safety nets shall be installed with sufficient clearance =
under them=20
      to prevent contact with the surface or structures below when =
subjected to=20
      an impact force equal to the drop test specified in paragraph =
(c)(4) of=20
      this section.</P>
      <P>(4) Safety nets and their installations shall be capable of =
absorbing=20
      an impact force equal to that produced by the drop test specified =
in=20
      paragraph (c)(4)(i) of this section.</P>
      <P>(i) Except as provided in paragraph (c)(4)(ii) of this section, =
safety=20
      nets and safety net installations shall be drop-tested at the =
jobsite=20
      after initial installation and before being used as a fall =
protection=20
      system, whenever relocated, after major repair, and at 6-month =
intervals=20
      if left in one place. The drop-test shall consist of a 400 pound =
(180 kg)=20
      bag of sand 30 =C2=B12 inches (76 =C2=B15 cm) in diameter dropped =
into the net from=20
      the highest walking/working surface at which employees are exposed =
to fall=20
      hazards, but not from less than 42 inches (1.1 m) above that =
level.</P>
      <P>(ii) When the employer can demonstrate that it is unreasonable =
to=20
      perform the drop-test required by paragraph (c)(4)(i) of this =
section, the=20
      employer (or a designated competent person) shall certify that the =
net and=20
      net installation is in compliance with the provisions of =
paragraphs (c)(3)=20
      and (c)(4)(i) of this section by preparing a certification record =
prior to=20
      the net being used as a fall protection system. The certification =
record=20
      must include an identification of the net and net installation for =
which=20
      the certification record is being prepared; the date that it was=20
      determined that the identified net and net installation were in =
compliance=20
      with paragraph (c)(3) of this section and the signature of the =
person=20
      making the determination and certification. The most recent =
certification=20
      record for each net and net installation shall be available at the =
jobsite=20
      for inspection.</P>
      <P>(5) Defective nets shall not be used. Safety nets shall be =
inspected at=20
      least once a week for wear, damage, and other deterioration. =
Defective=20
      components shall be removed from service. Safety nets shall also =
be=20
      inspected after any occurrence which could affect the integrity of =
the=20
      safety net system.</P>
      <P>(6) Materials, scrap pieces, equipment, and tools which have =
fallen=20
      into the safety net shall be removed as soon as possible from the =
net and=20
      at least before the next work shift.</P>
      <P>(7) The maximum size of each safety net mesh opening shall not =
exceed=20
      36 square inches (230 cm&nbsp;<SPAN=20
      style=3D"FONT-SIZE: 70%; VERTICAL-ALIGN: super">2</SPAN> ) nor be =
longer=20
      than 6 inches (15 cm) on any side, and the opening, measured=20
      center-to-center of mesh ropes or webbing, shall not be longer =
than 6=20
      inches (15 cm). All mesh crossings shall be secured to prevent =
enlargement=20
      of the mesh opening.</P>
      <P>(8) Each safety net (or section of it) shall have a border rope =
for=20
      webbing with a minimum breaking strength of 5,000 pounds (22.2 =
kN).</P>
      <P>(9) Connections between safety net panels shall be as strong as =

      integral net components and shall be spaced not more than 6 inches =
(15 cm)=20
      apart.</P>
      <P>(d) <SPAN style=3D"FONT-STYLE: italic">Personal fall arrest=20
      systems.</SPAN> Personal fall arrest systems and their use shall =
comply=20
      with the provisions set forth below. Effective January 1, 1998, =
body belts=20
      are not acceptable as part of a personal fall arrest system. Note: =
The use=20
      of a body belt in a positioning device system is acceptable and is =

      regulated under paragraph (e) of this section.</P>
      <P>(1) Connectors shall be drop forged, pressed or formed steel, =
or made=20
      of equivalent materials.</P>
      <P>(2) Connectors shall have a corrosion-resistant finish, and all =

      surfaces and edges shall be smooth to prevent damage to =
interfacing parts=20
      of the system.</P>
      <P>(3) Dee-rings and snaphooks shall have a minimum tensile =
strength of=20
      5,000 pounds (22.2 kN).</P>
      <P>(4) Dee-rings and snaphooks shall be proof-tested to a minimum =
tensile=20
      load of 3,600 pounds (16 kN) without cracking, breaking, or taking =

      permanent deformation.</P>
      <P>(5) Snaphooks shall be sized to be compatible with the member =
to which=20
      they are connected to prevent unintentional disengagement of the =
snaphook=20
      by depression of the snaphook keeper by the connected member, or =
shall be=20
      a locking type snaphook designed and used to prevent disengagement =
of the=20
      snaphook by the contact of the snaphook keeper by the connected =
member.=20
      Effective January 1, 1998, only locking type snaphooks shall be =
used.</P>
      <P>(6) Unless the snaphook is a locking type and designed for the=20
      following connections, snaphooks shall not be engaged:</P>
      <P>(i) directly to webbing, rope or wire rope;</P>
      <P>(ii) to each other;</P>
      <P>(iii) to a Dee-ring to which another snaphook or other =
connector is=20
      attached;</P>
      <P>(iv) to a horizontal lifeline; or</P>
      <P>(v) to any object which is incompatibly shaped or dimensioned =
in=20
      relation to the snaphook such that unintentional disengagement =
could occur=20
      by the connected object being able to depress the snaphook keeper =
and=20
      release itself.</P>
      <P>(7) On suspended scaffolds or similar work platforms with =
horizontal=20
      lifelines which may become vertical lifelines, the devices used to =
connect=20
      to a horizontal lifeline shall be capable of locking in both =
directions on=20
      the lifeline.</P>
      <P>(8) Horizontal lifelines shall be designed, installed, and =
used, under=20
      the supervision of a qualified person, as part of a complete =
personal fall=20
      arrest system, which maintains a safety factor of at least =
two.</P>
      <P>(9) Lanyards and vertical lifelines shall have a minimum =
breaking=20
      strength of 5,000 pounds (22.2 kN).</P>
      <P>(10) (i) Except as provided in paragraph (d)(10)(ii) of this =
section,=20
      when vertical lifelines are used, each employee shall be attached =
to a=20
      separate lifeline.</P>
      <P>(ii) During the construction of elevator shafts, two employees =
may be=20
      attached to the same lifeline in the hoistway, provided both =
employees are=20
      working atop a false car that is equipped with guardrails; the =
strength of=20
      the lifeline is 10,000 pounds [5,000 pounds per employee attached] =
(44.4=20
      kN); and all other criteria specified in this paragraph for =
lifelines have=20
      been met.</P>
      <P>(11) Lifelines shall be protected against being cut or =
abraded.</P>
      <P>(12) Self-retracting lifelines and lanyards which automatically =
limit=20
      free fall distance to 2 feet (0.61 m) or less shall be capable of=20
      sustaining a minimum tensile load of 3,000 pounds (13.3 kN) =
applied to the=20
      device with the lifeline or lanyard in the fully extended =
position.</P>
      <P>(13) Self-retracting lifelines and lanyards which do not limit =
free=20
      fall distance to 2 feet (0.61 m) or less, ripstitch lanyards, and =
tearing=20
      and deforming lanyards shall be capable of sustaining a minimum =
tensile=20
      load of 5,000 pounds (22.2 kN) applied to the device with the =
lifeline or=20
      lanyard in the fully extended position.</P>
      <P>(14) Ropes and straps (webbing) used in lanyards, lifelines, =
and=20
      strength components of body belts and body harnesses shall be made =
from=20
      synthetic fibers.</P>
      <P>(15) Anchorages used for attachment of personal fall arrest =
equipment=20
      shall be independent of any anchorage being used to support or =
suspend=20
      platforms and capable of supporting at least 5,000 pounds (22.2 =
kN) per=20
      employee attached, or shall be designed, installed, and used as=20
      follows:</P>
      <P>(i) as part of a complete personal fall arrest system which =
maintains a=20
      safety factor of at least two; and</P>
      <P>(ii) under the supervision of a qualified person.</P>
      <P>(16) Personal fall arrest systems, when stopping a fall, =
shall:</P>
      <P>(i) limit maximum arresting force on an employee to 900 pounds =
(4 kN)=20
      when used with a body belt;</P>
      <P>(ii) limit maximum arresting force on an employee to 1,800 =
pounds (8=20
      kN) when used with a body harness;</P>
      <P>(iii) be rigged such that an employee can neither free fall =
more than 6=20
      feet (1.8 m), nor contact any lower level;</P>
      <P>(iv) bring an employee to a complete stop and limit maximum=20
      deceleration distance an employee travels to 3.5 feet (1.07 m); =
and,</P>
      <P>(v) have sufficient strength to withstand twice the potential =
impact=20
      energy of an employee free falling a distance of 6 feet (1.8 m), =
or the=20
      free fall distance permitted by the system, whichever is less.</P>
      <P class=3Dnote><SPAN style=3D"FONT-VARIANT: =
small-caps">Note:</SPAN> If the=20
      personal fall arrest system meets the criteria and protocols =
contained in=20
      appendix C to subpart M, and if the system is being used by an =
employee=20
      having a combined person and tool weight of less than 310 pounds =
(140 kg),=20
      the system will be considered to be in compliance with the =
provisions of=20
      paragraph (d)(16) of this section. If the system is used by an =
employee=20
      having a combined tool and body weight of 310 pounds (140 kg) or =
more,=20
      then the employer must appropriately modify the criteria and =
protocols of=20
      the appendix to provide proper protection for such heavier =
weights, or the=20
      system will not be deemed to be in compliance with the =
requirements of=20
      paragraph (d)(16) of this section.</P>
      <P>(17) The attachment point of the body belt shall be located in =
the=20
      center of the wearer's back. The attachment point of the body =
harness=20
      shall be located in the center of the wearer's back near shoulder =
level,=20
      or above the wearer's head.</P>
      <P>(18) Body belts, harnesses, and components shall be used only =
for=20
      employee protection (as part of a personal fall arrest system or=20
      positioning device system) and not to hoist materials.</P>
      <P>(19) Personal fall arrest systems and components subjected to =
impact=20
      loading shall be immediately removed from service and shall not be =
used=20
      again for employee protection until inspected and determined by a=20
      competent person to be undamaged and suitable for reuse.</P>
      <P>(20) The employer shall provide for prompt rescue of employees =
in the=20
      event of a fall or shall assure that employees are able to rescue=20
      themselves.</P>
      <P>(21) Personal fall arrest systems shall be inspected prior to =
each use=20
      for wear, damage and other deterioration, and defective components =
shall=20
      be removed from service.</P>
      <P>(22) Body belts shall be at least one and five-eighths (1<SPAN=20
      style=3D"FONT-SIZE: 70%; VERTICAL-ALIGN: =
super">5</SPAN>=E2=81=84<SPAN=20
      style=3D"FONT-SIZE: 70%; VERTICAL-ALIGN: sub">8</SPAN> ) inches =
(4.1 cm)=20
      wide.</P>
      <P>(23) Personal fall arrest systems shall not be attached to =
guardrail=20
      systems, nor shall they be attached to hoists except as specified =
in other=20
      subparts of this part.</P>
      <P>(24) When a personal fall arrest system is used at hoist areas, =
it=20
      shall be rigged to allow the movement of the employee only as far =
as the=20
      edge of the walking/working surface.</P>
      <P>(e) <SPAN style=3D"FONT-STYLE: italic">Positioning device =
systems.</SPAN>=20
      Positioning device systems and their use shall conform to the =
following=20
      provisions:</P>
      <P>(1) Positioning devices shall be rigged such that an employee =
cannot=20
      free fall more than 2 feet (.6 m).</P>
      <P>(2) Positioning devices shall be secured to an anchorage =
capable of=20
      supporting at least twice the potential impact load of an =
employee's fall=20
      or 3,000 pounds (13.3 kN), whichever is greater.</P>
      <P>(3) Connectors shall be drop forged, pressed or formed steel, =
or made=20
      of equivalent materials.</P>
      <P>(4) Connectors shall have a corrosion-resistant finish, and all =

      surfaces and edges shall be smooth to prevent damage to =
interfacing parts=20
      of this system.</P>
      <P>(5) Connecting assemblies shall have a minimum tensile strength =
of=20
      5,000 pounds (22.2 kN)</P>
      <P>(6) Dee-rings and snaphooks shall be proof-tested to a minimum =
tensile=20
      load of 3,600 pounds (16 kN) without cracking, breaking, or taking =

      permanent deformation.</P>
      <P>(7) Snaphooks shall be sized to be compatible with the member =
to which=20
      they are connected to prevent unintentional disengagement of the =
snaphook=20
      by depression of the snaphook keeper by the connected member, or =
shall be=20
      a locking type snaphook designed and used to prevent disengagement =
of the=20
      snaphook by the contact of the snaphook keeper by the connected =
member. As=20
      of January 1, 1998, only locking type snaphooks shall be used.</P>
      <P>(8) Unless the snaphook is a locking type and designed for the=20
      following connections, snaphooks shall not be engaged:</P>
      <P>(i) directly to webbing, rope or wire rope;</P>
      <P>(ii) to each other;</P>
      <P>(iii) to a Dee-ring to which another snaphook or other =
connector is=20
      attached;</P>
      <P>(iv) to a horizontal lifeline; or</P>
      <P>(v) to any object which is incompatibly shaped or dimensioned =
in=20
      relation to the snaphook such that unintentional disengagement =
could occur=20
      by the connected object being able to depress the snaphook keeper =
and=20
      release itself.</P>
      <P>(9) Positioning device systems shall be inspected prior to each =
use for=20
      wear, damage, and other deterioration, and defective components =
shall be=20
      removed from service.</P>
      <P>(10) Body belts, harnesses, and components shall be used only =
for=20
      employee protection (as part of a personal fall arrest system or=20
      positioning device system) and not to hoist materials.</P>
      <P>(f) <SPAN style=3D"FONT-STYLE: italic">Warning line =
systems.</SPAN>=20
      Warning line systems [See =C2=A7&nbsp;1926.501(b)(10)] and their =
use shall=20
      comply with the following provisions:</P>
      <P>(1) The warning line shall be erected around all sides of the =
roof work=20
      area.</P>
      <P>(i) When mechanical equipment is not being used, the warning =
line shall=20
      be erected not less than 6 feet (1.8 m) from the roof edge.</P>
      <P>(ii) When mechanical equipment is being used, the warning line =
shall be=20
      erected not less than 6 feet (1.8 m) from the roof edge which is =
parallel=20
      to the direction of mechanical equipment operation, and not less =
than 10=20
      feet (3.1 m) from the roof edge which is perpendicular to the =
direction of=20
      mechanical equipment operation.</P>
      <P>(iii) Points of access, materials handling areas, storage =
areas, and=20
      hoisting areas shall be connected to the work area by an access =
path=20
      formed by two warning lines.</P>
      <P>(iv) When the path to a point of access is not in use, a rope, =
wire,=20
      chain, or other barricade, equivalent in strength and height to =
the=20
      warning line, shall be placed across the path at the point where =
the path=20
      intersects the warning line erected around the work area, or the =
path=20
      shall be offset such that a person cannot walk directly into the =
work=20
      area.</P>
      <P>(2) Warning lines shall consist of ropes, wires, or chains, and =

      supporting stanchions erected as follows:</P>
      <P>(i) The rope, wire, or chain shall be flagged at not more than =
6-foot=20
      (1.8 m) intervals with high-visibility material;</P>
      <P>(ii) The rope, wire, or chain shall be rigged and supported in =
such a=20
      way that its lowest point (including sag) is no less than 34 =
inches (.9 m)=20
      from the walking/working surface and its highest point is no more =
than 39=20
      inches (1.0 m) from the walking/working surface;</P>
      <P>(iii) After being erected, with the rope, wire, or chain =
attached,=20
      stanchions shall be capable of resisting, without tipping over, a =
force of=20
      at least 16 pounds (71 N) applied horizontally against the =
stanchion, 30=20
      inches (.8 m) above the walking/working surface, perpendicular to =
the=20
      warning line, and in the direction of the floor, roof, or platform =

      edge;</P>
      <P>(iv) The rope, wire, or chain shall have a minimum tensile =
strength of=20
      500 pounds (2.22 kN), and after being attached to the stanchions, =
shall be=20
      capable of supporting, without breaking, the loads applied to the=20
      stanchions as prescribed in paragraph (f)(2)(iii) of this section; =
and</P>
      <P>(v) The line shall be attached at each stanchion in such a way =
that=20
      pulling on one section of the line between stanchions will not =
result in=20
      slack being taken up in adjacent sections before the stanchion =
tips=20
      over.</P>
      <P>(3) No employee shall be allowed in the area between a roof =
edge and a=20
      warning line unless the employee is performing roofing work in =
that=20
      area.</P>
      <P>(4) Mechanical equipment on roofs shall be used or stored only =
in areas=20
      where employees are protected by a warning line system, guardrail =
system,=20
      or personal fall arrest system.</P>
      <P>(g) <SPAN style=3D"FONT-STYLE: italic">Controlled access =
zones.</SPAN>=20
      Controlled access zones [See =C2=A7&nbsp;1926.501(b)(9) and =
=C2=A7&nbsp;1926.502(k)]=20
      and their use shall conform to the following provisions.</P>
      <P>(1) When used to control access to areas where leading edge and =
other=20
      operations are taking place the controlled access zone shall be =
defined by=20
      a control line or by any other means that restricts access.</P>
      <P>(i) When control lines are used, they shall be erected not less =
than 6=20
      feet (1.8 m) nor more than 25 feet (7.7 m) from the unprotected or =
leading=20
      edge, except when erecting precast concrete members.</P>
      <P>(ii) When erecting precast concrete members, the control line =
shall be=20
      erected not less than 6 feet (1.8 m) nor more than 60 feet (18 m) =
or half=20
      the length of the member being erected, whichever is less, from =
the=20
      leading edge.</P>
      <P>(iii) The control line shall extend along the entire length of =
the=20
      unprotected or leading edge and shall be approximately parallel to =
the=20
      unprotected or leading edge.</P>
      <P>(iv) The control line shall be connected on each side to a =
guardrail=20
      system or wall.</P>
      <P>(2) When used to control access to areas where overhand =
bricklaying and=20
      related work are taking place:</P>
      <P>(i) The controlled access zone shall be defined by a control =
line=20
      erected not less than 10 feet (3.1 m) nor more than 15 feet (4.5 =
m) from=20
      the working edge.</P>
      <P>(ii) The control line shall extend for a distance sufficient =
for the=20
      controlled access zone to enclose all employees performing =
overhand=20
      bricklaying and related work at the working edge and shall be=20
      approximately parallel to the working edge.</P>
      <P>(iii) Additional control lines shall be erected at each end to =
enclose=20
      the controlled access zone.</P>
      <P>(iv) Only employees engaged in overhand bricklaying or related =
work=20
      shall be permitted in the controlled access zone.</P>
      <P>(3) Control lines shall consist of ropes, wires, tapes, or =
equivalent=20
      materials, and supporting stanchions as follows:</P>
      <P>(i) Each line shall be flagged or otherwise clearly marked at =
not more=20
      than 6-foot (1.8 m) intervals with high-visibility material.</P>
      <P>(ii) Each line shall be rigged and supported in such a way that =
its=20
      lowest point (including sag) is not less than 39 inches (1 m) from =
the=20
      walking/working surface and its highest point is not more than 45 =
inches=20
      (1.3 m) [50 inches (1.3 m) when overhand bricklaying operations =
are being=20
      performed] from the walking/working surface.</P>
      <P>(iii) Each line shall have a minimum breaking strength of 200 =
pounds=20
      (.88 kN).</P>
      <P>(4) On floors and roofs where guardrail systems are not in =
place prior=20
      to the beginning of overhand bricklaying operations, controlled =
access=20
      zones shall be enlarged, as necessary, to enclose all points of =
access,=20
      material handling areas, and storage areas.</P>
      <P>(5) On floors and roofs where guardrail systems are in place, =
but need=20
      to be removed to allow overhand bricklaying work or leading edge =
work to=20
      take place, only that portion of the guardrail necessary to =
accomplish=20
      that day's work shall be removed.</P>
      <P>(h) <SPAN style=3D"FONT-STYLE: italic">Safety monitoring =
systems.</SPAN>=20
      Safety monitoring systems [See =C2=A7=C2=A7&nbsp;1926.501(b)(10) =
and 1926.502(k)]=20
      and their use shall comply with the following provisions:</P>
      <P>(1) The employer shall designate a competent person to monitor =
the=20
      safety of other employees and the employer shall ensure that the =
safety=20
      monitor complies with the following requirements:</P>
      <P>(i) The safety monitor shall be competent to recognize fall=20
hazards;</P>
      <P>(ii) The safety monitor shall warn the employee when it appears =
that=20
      the employee is unaware of a fall hazard or is acting in an unsafe =

      manner;</P>
      <P>(iii) The safety monitor shall be on the same walking/working =
surface=20
      and within visual sighting distance of the employee being =
monitored;</P>
      <P>(iv) The safety monitor shall be close enough to communicate =
orally=20
      with the employee; and</P>
      <P>(v) The safety monitor shall not have other responsibilities =
which=20
      could take the monitor's attention from the monitoring =
function.</P>
      <P>(2) Mechanical equipment shall not be used or stored in areas =
where=20
      safety monitoring systems are being used to monitor employees =
engaged in=20
      roofing operations on low-slope roofs.</P>
      <P>(3) No employee, other than an employee engaged in roofing work =
[on=20
      low-sloped roofs] or an employee covered by a fall protection =
plan, shall=20
      be allowed in an area where an employee is being protected by a =
safety=20
      monitoring system.</P>
      <P>(4) Each employee working in a controlled access zone shall be =
directed=20
      to comply promptly with fall hazard warnings from safety =
monitors.</P>
      <P>(i) <SPAN style=3D"FONT-STYLE: italic">Covers.</SPAN> Covers =
for holes in=20
      floors, roofs, and other walking/working surfaces shall meet the =
following=20
      requirements:</P>
      <P>(1) Covers located in roadways and vehicular aisles shall be =
capable of=20
      supporting, without failure, at least twice the maximum axle load =
of the=20
      largest vehicle expected to cross over the cover.</P>
      <P>(2) All other covers shall be capable of supporting, without =
failure,=20
      at least twice the weight of employees, equipment, and materials =
that may=20
      be imposed on the cover at any one time.</P>
      <P>(3) All covers shall be secured when installed so as to prevent =

      accidental displacement by the wind, equipment, or employees.</P>
      <P>(4) All covers shall be color coded or they shall be marked =
with the=20
      word =E2=80=9CHOLE=E2=80=9D or =E2=80=9CCOVER=E2=80=9D to provide =
warning of the hazard.</P>
      <P class=3Dnote><SPAN style=3D"FONT-VARIANT: =
small-caps">Note:</SPAN> This=20
      provision does not apply to cast iron manhole covers or steel =
grates used=20
      on streets or roadways.</P>
      <P>(j) <SPAN style=3D"FONT-STYLE: italic">Protection from falling=20
      objects.</SPAN> Falling object protection shall comply with the =
following=20
      provisions:</P>
      <P>(1) Toeboards, when used as falling object protection, shall be =
erected=20
      along the edge of the overhead walking/working surface for a =
distance=20
      sufficient to protect employees below.</P>
      <P>(2) Toeboards shall be capable of withstanding, without =
failure, a=20
      force of at least 50 pounds (222 N) applied in any downward or =
outward=20
      direction at any point along the toeboard.</P>
      <P>(3) Toeboards shall be a minimum of 3<SPAN=20
      style=3D"FONT-SIZE: 70%; VERTICAL-ALIGN: =
super">1</SPAN>=E2=81=84<SPAN=20
      style=3D"FONT-SIZE: 70%; VERTICAL-ALIGN: sub">2</SPAN> inches (9 =
cm) in=20
      vertical height from their top edge to the level of the =
walking/working=20
      surface. They shall have not more than <SPAN=20
      style=3D"FONT-SIZE: 70%; VERTICAL-ALIGN: =
super">1</SPAN>=E2=81=84<SPAN=20
      style=3D"FONT-SIZE: 70%; VERTICAL-ALIGN: sub">4</SPAN> inch (0.6 =
cm)=20
      clearance above the walking/working surface. They shall be solid =
or have=20
      openings not over 1 inch (2.5 cm) in greatest dimension.</P>
      <P>(4) Where tools, equipment, or materials are piled higher than =
the top=20
      edge of a toeboard, paneling or screening shall be erected from =
the=20
      walking/working surface or toeboard to the top of a guardrail =
system's top=20
      rail or midrail, for a distance sufficient to protect employees =
below.</P>
      <P>(5) Guardrail systems, when used as falling object protection, =
shall=20
      have all openings small enough to prevent passage of potential =
falling=20
      objects.</P>
      <P>(6) During the performance of overhand bricklaying and related=20
work:</P>
      <P>(i) No materials or equipment except masonry and mortar shall =
be stored=20
      within 4 feet (1.2 m) of the working edge.</P>
      <P>(ii) Excess mortar, broken or scattered masonry units, and all =
other=20
      materials and debris shall be kept clear from the work area by =
removal at=20
      regular intervals.</P>
      <P>(7) During the performance of roofing work:</P>
      <P>(i) Materials and equipment shall not be stored within 6 feet =
(1.8 m)=20
      of a roof edge unless guardrails are erected at the edge.</P>
      <P>(ii) Materials which are piled, grouped, or stacked near a roof =
edge=20
      shall be stable and self-supporting.</P>
      <P>(8) Canopies, when used as falling object protection, shall be =
strong=20
      enough to prevent collapse and to prevent penetration by any =
objects which=20
      may fall onto the canopy.</P>
      <P>(k) <SPAN style=3D"FONT-STYLE: italic">Fall protection =
plan.</SPAN> This=20
      option is available only to employees engaged in leading edge =
work,=20
      precast concrete erection work, or residential construction work =
(See=20
      =C2=A7&nbsp;1926.501(b)(2), (b)(12), and (b)(13)) who can =
demonstrate that it=20
      is infeasible or it creates a greater hazard to use conventional =
fall=20
      protection equipment. The fall protection plan must conform to the =

      following provisions.</P>
      <P>(1) The fall protection plan shall be prepared by a qualified =
person=20
      and developed specifically for the site where the leading edge =
work,=20
      precast concrete work, or residential construction work is being =
performed=20
      and the plan must be maintained up to date.</P>
      <P>(2) Any changes to the fall protection plan shall be approved =
by a=20
      qualified person.</P>
      <P>(3) A copy of the fall protection plan with all approved =
changes shall=20
      be maintained at the job site.</P>
      <P>(4) The implementation of the fall protection plan shall be =
under the=20
      supervision of a competent person.</P>
      <P>(5) The fall protection plan shall document the reasons why the =
use of=20
      conventional fall protection systems (guardrail systems, personal =
fall=20
      arrest systems, or safety nets systems) are infeasible or why =
their use=20
      would create a greater hazard.</P>
      <P>(6) The fall protection plan shall include a written discussion =
of=20
      other measures that will be taken to reduce or eliminate the fall =
hazard=20
      for workers who cannot be provided with protection from the =
conventional=20
      fall protection systems. For example, the employer shall discuss =
the=20
      extent to which scaffolds, ladders, or vehicle mounted work =
platforms can=20
      be used to provide a safer working surface and thereby reduce the =
hazard=20
      of falling.</P>
      <P>(7) The fall protection plan shall identify each location where =

      conventional fall protection methods cannot be used. These =
locations shall=20
      then be classified as controlled access zones and the employer =
must comply=20
      with the criteria in paragraph (g) of this section.</P>
      <P>(8) Where no other alternative measure has been implemented, =
the=20
      employer shall implement a safety monitoring system in conformance =
with=20
      =C2=A7&nbsp;1926.502(h).</P>
      <P>(9) The fall protection plan must include a statement which =
provides=20
      the name or other method of identification for each employee who =
is=20
      designated to work in controlled access zones. No other employees =
may=20
      enter controlled access zones.</P>
      <P>(10) In the event an employee falls, or some other related, =
serious=20
      incident occurs, (e.g., a near miss) the employer shall =
investigate the=20
      circumstances of the fall or other incident to determine if the =
fall=20
      protection plan needs to be changed (e.g. new practices, =
procedures, or=20
      training) and shall implement those changes to prevent similar =
types of=20
      falls or incidents.</P><!-- endDynamic -->
      <TABLE style=3D"FLOAT: left" width=3D"100%">
        <TBODY>
        <TR>
          <TD style=3D"TEXT-ALIGN: left">
            <HR style=3D"WIDTH: 70%; FLOAT: left; HEIGHT: 2px">
            <BR>
            <P class=3Dcontact>For questions or comments regarding e-CFR =
editorial=20
            content, features, or design, email <A=20
            href=3D"mailto:ecfr@nara.gov">ecfr@nara.gov</A>.<BR>For =
questions=20
            concerning e-CFR programming and delivery issues, email <A=20
            =
href=3D"mailto:webteam@gpo.gov">webteam@gpo.gov</A>.<BR><BR></P></TD></TR=
></TBODY></TABLE><BR></DIV><!-- end: browse-layout-mask =
--></TD></TR></TBODY></TABLE>
<DIV id=3Dfooter>
<DIV id=3Dgpo-address-bar>732 North Capitol Street, NW, Washington, DC =
20401-0001=20
&nbsp; &nbsp; 202.512.1800 </DIV>
<DIV id=3Dfooter-links><A =
href=3D"http://www.gpo.gov/etc/privacy.htm">Privacy</A>=20
&nbsp; | &nbsp; <A =
href=3D"http://www.gpo.gov/etc/implinks.htm">Important=20
Links</A> &nbsp; | &nbsp; <A=20
href=3D"http://www.gpo.gov/etc/section-508.htm">Accessibility</A> &nbsp; =
| &nbsp;=20
<A href=3D"http://www.gpo.gov/etc/sitemap.htm">Sitemap</A> &nbsp; | =
&nbsp; <A=20
href=3D"http://www.gpo.gov/about/coop.htm">COOP</A> =
</DIV></DIV></DIV><!-- wrapper --></BODY></HTML>

------=_NextPart_000_0006_01CEE46E.75B08040
Content-Type: text/css;
	charset="iso-8859-1"
Content-Transfer-Encoding: quoted-printable
Content-Location: http://www.ecfr.gov/styles/eCFR.css

HTML {
	FONT: 11px Arial, Sans-Serif
}
BODY {
	FONT: 11px Arial, Sans-Serif
}
SELECT {
	FONT: 11px Arial, Sans-Serif
}
INPUT {
	FONT: 11px Arial, Sans-Serif
}
A {
	FONT: 11px Arial, Sans-Serif
}
P {
	FONT-VARIANT: normal; TEXT-INDENT: 2em
}
BODY {
	TEXT-ALIGN: center; PADDING-BOTTOM: 0px; BACKGROUND-COLOR: #000033; =
MARGIN: 2px 0px 50px; PADDING-LEFT: 0px; PADDING-RIGHT: 0px; FONT-SIZE: =
13px; PADDING-TOP: 0px
}
A {
	TEXT-DECORATION: none
}
A:hover {
	TEXT-DECORATION: underline
}
IMG {
	BORDER-BOTTOM: 0px; BORDER-LEFT: 0px; BORDER-TOP: 0px; BORDER-RIGHT: =
0px
}
UL {
	LIST-STYLE-TYPE: square
}
.fullcenter {
	TEXT-ALIGN: center; TEXT-INDENT: 0px
}
.linktoamn {
	TEXT-ALIGN: center; TEXT-INDENT: 0px
}
.bfrpage {
	TEXT-ALIGN: center; TEXT-INDENT: 0px
}
.breghd {
	TEXT-ALIGN: left; TEXT-INDENT: 0px
}
.effdates {
	FONT-VARIANT: small-caps
}
.updated {
	TEXT-ALIGN: center; TEXT-INDENT: 0px; FONT-FAMILY: Arial, Helvetica, =
sans-serif; COLOR: #ff0000; FONT-SIZE: 18px; FONT-WEIGHT: bold
}
.contact {
	TEXT-ALIGN: left; TEXT-INDENT: 0px; FONT-SIZE: 11px
}
.top-menu {
	PADDING-BOTTOM: 4px; PADDING-LEFT: 3px; PADDING-RIGHT: 0px; =
WHITE-SPACE: nowrap; PADDING-TOP: 3px
}
.top-menu A {
	PADDING-BOTTOM: 0px; MARGIN: 0px; PADDING-LEFT: 0px; PADDING-RIGHT: =
0px; FONT-WEIGHT: bold; PADDING-TOP: 0px
}
.top-menu-pipe {
	PADDING-BOTTOM: 0px !important; MARGIN: 0px; PADDING-LEFT: 0px =
!important; PADDING-RIGHT: 0px !important; PADDING-TOP: 0px !important
}
.clear {
	CLEAR: both
}
.hits {
	COLOR: red
}
#notice {
	BORDER-BOTTOM-STYLE: solid; TEXT-ALIGN: justify; PADDING-BOTTOM: 10px; =
BORDER-RIGHT-STYLE: solid; PADDING-LEFT: 10px; WIDTH: 418px; =
PADDING-RIGHT: 10px; BORDER-TOP-STYLE: solid; COLOR: red; FONT-SIZE: =
14px; BORDER-LEFT-STYLE: solid; FONT-WEIGHT: bold; PADDING-TOP: 10px
}
#top-banner-home {
	BACKGROUND-IMAGE: url(../images/Homepage_top_banner.gif); =
BORDER-BOTTOM: 0px; BORDER-LEFT: 0px; PADDING-BOTTOM: 0px; =
BACKGROUND-COLOR: #3f66a1; MARGIN: 0px; PADDING-LEFT: 0px; =
PADDING-RIGHT: 0px; BACKGROUND-REPEAT: no-repeat; HEIGHT: 120px; =
BORDER-TOP: 0px; BORDER-RIGHT: 0px; PADDING-TOP: 0px
}
#top-banner-inside {
	BACKGROUND-IMAGE: url(../images/Homepage_top_banner.gif); =
BORDER-BOTTOM: 0px; BORDER-LEFT: 0px; PADDING-BOTTOM: 0px; =
BACKGROUND-COLOR: #3f66a1; MARGIN: 0px; PADDING-LEFT: 0px; =
PADDING-RIGHT: 0px; BACKGROUND-REPEAT: no-repeat; HEIGHT: 120px; =
BORDER-TOP: 0px; BORDER-RIGHT: 0px; PADDING-TOP: 0px
}
#top-banner-inside {
	BACKGROUND-IMAGE: url(../images/top_banner_home1.gif); WIDTH: 994px; =
HEIGHT: 60px
}
#top-menu-two {
	BACKGROUND-COLOR: #cccccc; PADDING-LEFT: 17px; COLOR: #ffffff
}
.menu-home-title {
	COLOR: #000000
}
.menu-home-title:hover {
	COLOR: #000000
}
.menu-customers-title {
	COLOR: #666633
}
.menu-customers-title:hover {
	COLOR: #666633
}
.menu-vendors-title {
	COLOR: #333366
}
.menu-vendors-title:hover {
	COLOR: #333366
}
.menu-libraries-title {
	COLOR: #006666
}
.menu-libraries-title:hover {
	COLOR: #006666
}
.two-col-layout-table {
	BACKGROUND-COLOR: #ffffff; WIDTH: 100%; BORDER-TOP: #ffffff 5px solid
}
.two-col-layout-table TD {
	VERTICAL-ALIGN: top
}
.two-col-layout-left {
	PADDING-BOTTOM: 5px; PADDING-LEFT: 17px; WIDTH: 220px; PADDING-RIGHT: =
5px; BORDER-RIGHT: #cccccc 1px solid; PADDING-TOP: 5px
}
.two-col-layout-right {
=09
}
.menu-search-title {
	COLOR: #990033
}
.menu-search-title:hover {
	COLOR: #990033
}
.left-menu-title {
	LINE-HEIGHT: 14px; LETTER-SPACING: 1px; FONT-SIZE: 11px; FONT-WEIGHT: =
bold
}
.left-menu-sublinks {
	MARGIN-LEFT: 10px
}
.left-menu-sublinks A {
	LETTER-SPACING: 0px; COLOR: #666666
}
.left-menu-sublinks A:hover {
	COLOR: #000000
}
.sidebar-title-bar {
	PADDING-BOTTOM: 7px; BACKGROUND-COLOR: #999999; PADDING-LEFT: 10px; =
PADDING-RIGHT: 10px; LETTER-SPACING: 1px; COLOR: #ffffff; FONT-SIZE: =
11px; PADDING-TOP: 7px
}
.collection-latest-resources-mask {
	MARGIN-TOP: 10px
}
HR.black-1-cccccc {
	BORDER-BOTTOM: 0px; BORDER-LEFT: 0px; BACKGROUND-COLOR: #cccccc; =
HEIGHT: 1px; COLOR: #cccccc; BORDER-TOP: 0px; BORDER-RIGHT: 0px
}
.vert-spacer-450 {
	WIDTH: 1px; HEIGHT: 425px
}
.page-title {
	TEXT-ALIGN: left; PADDING-BOTTOM: 0px; TEXT-TRANSFORM: uppercase; =
MARGIN: 0px; PADDING-LEFT: 0px; PADDING-RIGHT: 0px; FONT-FAMILY: "Times =
Roman", "Times New Roman", serif; FONT-SIZE: 18px; PADDING-TOP: 0px
}
#top-menu-one {
	BACKGROUND-COLOR: #3366cc; PADDING-LEFT: 18px; FLOAT: left; COLOR: =
#ffcc66
}
#top-menu-one A {
	COLOR: #ffffff
}
#wrapper {
	TEXT-ALIGN: left; WIDTH: 994px; MARGIN-LEFT: auto; MARGIN-RIGHT: auto
}
#left-menu UL LI {
	PADDING-LEFT: 5px
}
#left-menu HR {
	BORDER-BOTTOM: 0px; BORDER-LEFT: 0px; BACKGROUND-COLOR: #cccccc; =
HEIGHT: 1px; COLOR: #cccccc; BORDER-TOP: 0px; BORDER-RIGHT: 0px
}
#latest-resources-content {
	PADDING-BOTTOM: 10px; PADDING-LEFT: 10px; PADDING-RIGHT: 10px; =
FONT-SIZE: 11px; PADDING-TOP: 10px
}
#latest-resources-content A {
	COLOR: #333366; FONT-WEIGHT: bold
}
#browse-layout-mask {
	PADDING-BOTTOM: 15px; PADDING-LEFT: 15px; PADDING-RIGHT: 15px; =
PADDING-TOP: 15px
}
#footer {
	BORDER-BOTTOM: #ffffff 1px solid; BORDER-LEFT: #ffffff 1px solid; =
PADDING-BOTTOM: 0px; BACKGROUND-COLOR: #ffffff; MARGIN-TOP: 2px; =
PADDING-LEFT: 0px; PADDING-RIGHT: 0px; MARGIN-BOTTOM: 5px; HEIGHT: 1%; =
BORDER-TOP: #ffffff 1px solid; BORDER-RIGHT: #ffffff 1px solid; =
PADDING-TOP: 0px
}
#footer-links {
	BORDER-BOTTOM: #ffffff 1px solid; TEXT-ALIGN: right; BORDER-LEFT: =
#ffffff 1px solid; PADDING-BOTTOM: 0px; MARGIN: 0px; PADDING-LEFT: 0px; =
PADDING-RIGHT: 10px; BORDER-TOP: #ffffff 1px solid; CURSOR: pointer; =
BORDER-RIGHT: #ffffff 1px solid; PADDING-TOP: 0px
}
#footer-links {
	COLOR: #000000; FONT-SIZE: 10px
}
#footer-links A {
	COLOR: #000000; FONT-SIZE: 10px
}
#footer UL {
	BORDER-BOTTOM: #ffffff 1px solid; TEXT-ALIGN: right; BORDER-LEFT: =
#ffffff 1px solid; PADDING-BOTTOM: 0px; MARGIN: 0px; PADDING-LEFT: 0px; =
PADDING-RIGHT: 10px; BORDER-TOP: #ffffff 1px solid; CURSOR: pointer; =
BORDER-RIGHT: #ffffff 1px solid; PADDING-TOP: 0px
}
#footer LI {
	DISPLAY: inline; COLOR: #000000
}
#footer A:link {
	COLOR: #0066cc; TEXT-DECORATION: none
}
#footer A:visited {
	COLOR: #0066cc; TEXT-DECORATION: none
}
#gpo-address-bar {
	BORDER-BOTTOM: #ffffff 1px solid; BORDER-LEFT: #ffffff 1px solid; =
PADDING-BOTTOM: 0px; MARGIN: 0px; PADDING-LEFT: 10px; WIDTH: 500px; =
PADDING-RIGHT: 0px; FLOAT: left; COLOR: #000000; FONT-SIZE: 10px; =
BORDER-TOP: #ffffff 1px solid; BORDER-RIGHT: #ffffff 1px solid; =
PADDING-TOP: 0px
}
.hd1 {
	TEXT-ALIGN: center; FONT-VARIANT: small-caps; FONT-WEIGHT: normal
}
.hd2 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-STYLE: italic; =
FONT-WEIGHT: normal
}
.hd3 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-WEIGHT: normal
}
.hd4 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-WEIGHT: normal
}
.hd5 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-SIZE: 15px; FONT-WEIGHT: =
bold
}
.hed1 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-SIZE: 13px; FONT-WEIGHT: =
bold
}
.frp {
	TEXT-ALIGN: right; FONT-VARIANT: normal; TEXT-INDENT: 0em; DISPLAY: =
block; MARGIN-RIGHT: 2em
}
.frp0 {
	TEXT-ALIGN: right; FONT-VARIANT: normal; TEXT-INDENT: 0em; DISPLAY: =
block
}
.p1 {
	FONT-VARIANT: normal; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-LEFT: =
6em
}
.p-1 {
	FONT-VARIANT: normal; TEXT-INDENT: 0em; DISPLAY: block; MARGIN-LEFT: =
2em
}
.p2 {
	FONT-VARIANT: normal; TEXT-INDENT: 2em; DISPLAY: block; MARGIN-LEFT: =
2em
}
.p-2 {
	FONT-VARIANT: normal; TEXT-INDENT: 0em; DISPLAY: block; MARGIN-LEFT: =
4em
}
.p-3 {
	FONT-VARIANT: normal; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-LEFT: =
4em
}
p-dash {
	BORDER-BOTTOM: 1px solid; TEXT-ALIGN: left; MARGIN-TOP: 10pt; =
TEXT-INDENT: 2em; WIDTH: 500px; DISPLAY: block; MARGIN-LEFT: 2em
}
.fp {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.contentsp {
	TEXT-ALIGN: left; MARGIN-TOP: 10pt; TEXT-INDENT: 0px; DISPLAY: block; =
MARGIN-LEFT: 0px; FONT-SIZE: 13px; FONT-WEIGHT: bold
}
.contentsg {
	TEXT-ALIGN: left; FONT-VARIANT: small-caps; MARGIN-TOP: 10pt; =
TEXT-INDENT: 0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 13px
}
.updatetitle {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.source {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.ednote {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.effdnot {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.example {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.crossref {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.note {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.cita {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.appro {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.auth {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.parauth {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.secauth {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 12px
}
.title {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.subtitle {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.chapter {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.subchapter {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.part {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.subpart {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.apphead {
	TEXT-ALIGN: center; FONT-VARIANT: small-caps; MARGIN-TOP: 10pt; =
DISPLAY: block; MARGIN-BOTTOM: 5pt; FONT-SIZE: 13px; FONT-WEIGHT: normal
}
.sphead {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-BOTTOM: 5pt; FONT-SIZE: 18px; FONT-WEIGHT: =
bold
}
.sghead {
	TEXT-ALIGN: center; FONT-VARIANT: small-caps; MARGIN-TOP: 10pt; =
TEXT-INDENT: 0px; DISPLAY: block; MARGIN-BOTTOM: 5pt; FONT-SIZE: 13px; =
FONT-WEIGHT: normal
}
.stars {
	FONT-STYLE: normal; FONT-WEIGHT: normal
}
.tcap {
	TEXT-ALIGN: center
}
.bcap {
	TEXT-ALIGN: left
}
H1 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 13px
}
H2 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 13px
}
H3 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 13px
}
H4 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 13px
}
H5 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 13px; FONT-WEIGHT: bold
}
hed1 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt
}
H2 {
	MARGIN-TOP: 10pt; TEXT-INDENT: 0em; DISPLAY: block; MARGIN-BOTTOM: 5pt; =
MARGIN-LEFT: 0em; FONT-SIZE: 13px; FONT-WEIGHT: bold
}
.fp-1 {
	MARGIN-TOP: 10pt; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-BOTTOM: =
5pt; MARGIN-LEFT: 2em
}
.fp-2 {
	MARGIN-TOP: 10pt; TEXT-INDENT: -4em; DISPLAY: block; MARGIN-BOTTOM: =
5pt; MARGIN-LEFT: 4em
}
.fp1-2 {
	MARGIN-TOP: 10pt; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-BOTTOM: =
5pt; MARGIN-LEFT: 4em
}
.fp2-2 {
	MARGIN-TOP: 10pt; TEXT-INDENT: 0em; DISPLAY: block; MARGIN-BOTTOM: 5pt; =
MARGIN-LEFT: 4em
}
.fp2-3 {
	MARGIN-TOP: 10pt; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-BOTTOM: =
5pt; MARGIN-LEFT: 6em
}
.contents {
	MARGIN-TOP: 10pt; TEXT-INDENT: 0px; DISPLAY: block; MARGIN-BOTTOM: 5pt; =
MARGIN-LEFT: 0px
}
p-dash {
	BORDER-BOTTOM: 1px solid; MARGIN-TOP: 10pt; TEXT-INDENT: 2em; WIDTH: =
500px; DISPLAY: block; MARGIN-LEFT: 2em
}
fp-dash {
	BORDER-BOTTOM: 1px solid; MARGIN-TOP: 10pt; TEXT-INDENT: -2em; WIDTH: =
500px; DISPLAY: block; MARGIN-LEFT: 2em
}
UL.leaders {
	PADDING-BOTTOM: 0px; OVERFLOW-X: hidden; LIST-STYLE-TYPE: none; =
PADDING-LEFT: 0px; PADDING-RIGHT: 0px; MAX-WIDTH: 70em; =
LIST-STYLE-IMAGE: none; PADDING-TOP: 0px
}
UL.leaders LI:after {
	WIDTH: 0px; WHITE-SPACE: nowrap; FLOAT: left; CONTENT: ". . . . . . . . =
. . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "
}
UL.leaders SPAN:first-child {
	PADDING-RIGHT: 0.33em; BACKGROUND: white
}
UL.leaders SPAN + SPAN {
	Z-INDEX: 1; POSITION: relative; PADDING-LEFT: 0.33em; BACKGROUND: =
white; FLOAT: right
}
.three-col-layout-middle {
	BORDER-LEFT: #cccccc 1px solid; WIDTH: 539px
}
.three-col-layout-right {
	BORDER-LEFT: #cccccc 1px solid
}
DIV#left-menu A.highlight {
	TEXT-DECORATION: none
}
.extract {
	FONT-SIZE: 12px
}
.ftnt {
	FONT-SIZE: 12px
}
DIV.fpdash {
	POSITION: relative; TEXT-ALIGN: left; MARGIN-TOP: 22px; HEIGHT: 1px; =
MARGIN-LEFT: 0px; BORDER-TOP: black 1px solid
}
SPAN.fpdash {
	POSITION: relative; DISPLAY: inline-block; BACKGROUND: white; TOP: -1em
}
DIV.pdash {
	POSITION: relative; TEXT-ALIGN: left; MARGIN-TOP: 22px; TEXT-INDENT: =
2em; HEIGHT: 1px; MARGIN-LEFT: 0px; BORDER-TOP: black 1px solid
}
SPAN.pdash {
	POSITION: relative; DISPLAY: inline-block; BACKGROUND: white; TOP: -1em
}
LI.leaders {
	MARGIN-BOTTOM: 11px
}
.tpl {
	FONT-SIZE: 13px
}
.sechd {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: -8pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.c_entry {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: -8pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.gpotbl_hang {
	TEXT-INDENT: -2em
}
.gpotbl_table {
	BORDER-COLLAPSE: collapse; EMPTY-CELLS: show; PADDING-TOP: 0.5em
}
.gpotbl_div {
	BORDER-BOTTOM: black 2px solid; BORDER-LEFT: black 2px solid; =
BORDER-TOP: black 2px solid; BORDER-RIGHT: black 2px solid; space-after: =
0.25em
}
.gpotbl_title {
	TEXT-ALIGN: center; PADDING-BOTTOM: 0.5em; FONT-VARIANT: small-caps; =
FONT-WEIGHT: bold
}
.gpotbl_description {
	TEXT-ALIGN: center
}
.gpotbl_cell {
	BORDER-BOTTOM: black 1px solid; BORDER-LEFT: black 1px solid; =
VERTICAL-ALIGN: top; BORDER-TOP: black 1px solid; BORDER-RIGHT: black =
1px solid
}
.gpotbl_colhed {
	BORDER-BOTTOM: black 1px solid; BORDER-LEFT: black 1px solid; =
VERTICAL-ALIGN: bottom; BORDER-TOP: black 1px solid; BORDER-RIGHT: black =
1px solid
}
.gpotbl_note {
=09
}

------=_NextPart_000_0006_01CEE46E.75B08040
Content-Type: text/css;
	charset="iso-8859-1"
Content-Transfer-Encoding: quoted-printable
Content-Location: http://www.ecfr.gov/styles/eCFRprint.css

HTML {
	FONT: 11pt Arial, Sans-Serif
}
BODY {
	FONT: 11pt Arial, Sans-Serif
}
SELECT {
	FONT: 11pt Arial, Sans-Serif
}
INPUT {
	FONT: 11pt Arial, Sans-Serif
}
A {
	FONT: 11pt Arial, Sans-Serif
}
P {
	FONT-VARIANT: normal; TEXT-INDENT: 2em
}
BODY {
	TEXT-ALIGN: center; PADDING-BOTTOM: 0px; PADDING-LEFT: 0px; =
PADDING-RIGHT: 0px; FONT-SIZE: 11pt; PADDING-TOP: 0px; indent-right: =
300pt
}
#browse {
	DISPLAY: none
}
#return {
	DISPLAY: none
}
#back-to-top {
	DISPLAY: none
}
A {
	TEXT-DECORATION: none
}
A:hover {
	TEXT-DECORATION: underline
}
IMG {
	BORDER-BOTTOM: 0px; BORDER-LEFT: 0px; BORDER-TOP: 0px; BORDER-RIGHT: =
0px
}
UL {
	LIST-STYLE-TYPE: square
}
.fullcenter {
	TEXT-ALIGN: center; TEXT-INDENT: 0px
}
.linktoamn {
	TEXT-ALIGN: center; TEXT-INDENT: 0px
}
.bfrpage {
	TEXT-ALIGN: center; TEXT-INDENT: 0px
}
.breghd {
	TEXT-ALIGN: left; TEXT-INDENT: 0px
}
.effdates {
	FONT-VARIANT: small-caps
}
.updated {
	TEXT-ALIGN: center; TEXT-INDENT: 0px; FONT-FAMILY: Arial, Helvetica, =
sans-serif; COLOR: #ff0000; FONT-SIZE: 14pt; FONT-WEIGHT: bold
}
.contact {
	TEXT-ALIGN: left; TEXT-INDENT: 0px; FONT-SIZE: 9pt
}
.top-menu {
	PADDING-BOTTOM: 4pt; PADDING-LEFT: 3pt; PADDING-RIGHT: 0px; =
WHITE-SPACE: nowrap; PADDING-TOP: 3pt
}
.top-menu A {
	DISPLAY: none
}
.top-menu-pipe {
	DISPLAY: none
}
.clear {
	CLEAR: both
}
.hits {
	COLOR: red
}
#notice {
	DISPLAY: none
}
#top-banner-home {
	DISPLAY: none
}
#top-banner-inside {
	DISPLAY: none
}
#top-banner-inside {
	DISPLAY: none
}
#top-menu-two {
	DISPLAY: none
}
.menu-home-title {
	COLOR: #000000
}
.menu-home-title:hover {
	COLOR: #000000
}
.menu-customers-title {
	COLOR: #666633
}
.menu-customers-title:hover {
	COLOR: #666633
}
.menu-vendors-title {
	COLOR: #333366
}
.menu-vendors-title:hover {
	COLOR: #333366
}
.menu-libraries-title {
	COLOR: #006666
}
.menu-libraries-title:hover {
	COLOR: #006666
}
.two-col-layout-table {
	BACKGROUND-COLOR: #ffffff; WIDTH: 100%; BORDER-TOP: #ffffff 5pt solid
}
.two-col-layout-table TD {
	VERTICAL-ALIGN: top
}
.two-col-layout-left {
	DISPLAY: none
}
.two-col-layout-right {
=09
}
.menu-search-title {
	DISPLAY: none
}
.menu-search-title:hover {
	DISPLAY: none
}
.left-menu-title {
	DISPLAY: none
}
.left-menu-sublinks {
	DISPLAY: none
}
.left-menu-sublinks A {
	LETTER-SPACING: 0.5pt; COLOR: #666666
}
.left-menu-sublinks A:hover {
	COLOR: #000000
}
.sidebar-title-bar {
	DISPLAY: none
}
.collection-latest-resources-mask {
	MARGIN-TOP: 10pt
}
HR.black-1-cccccc {
	BORDER-BOTTOM: 0px; BORDER-LEFT: 0px; BACKGROUND-COLOR: #cccccc; =
HEIGHT: 1pt; COLOR: #cccccc; BORDER-TOP: 0px; BORDER-RIGHT: 0px
}
.vert-spacer-450 {
	WIDTH: 1pt; HEIGHT: 425pt
}
.page-title {
	TEXT-ALIGN: left; PADDING-BOTTOM: 0px; TEXT-TRANSFORM: uppercase; =
PADDING-LEFT: 0px; PADDING-RIGHT: 0px; FONT-FAMILY: "Times Roman", =
"Times New Roman", serif; FONT-SIZE: 14pt; PADDING-TOP: 0px
}
#top-menu-one {
	DISPLAY: none
}
#top-menu-one A {
	COLOR: #ffffff
}
#wrapper {
	TEXT-ALIGN: left; WIDTH: 540pt; MARGIN-LEFT: auto; MARGIN-RIGHT: auto
}
#left-menu UL LI {
	PADDING-LEFT: 5pt
}
#left-menu HR {
	BORDER-BOTTOM: 0px; BORDER-LEFT: 0px; BACKGROUND-COLOR: #cccccc; =
HEIGHT: 1pt; COLOR: #cccccc; BORDER-TOP: 0px; BORDER-RIGHT: 0px
}
#latest-resources-content {
	PADDING-BOTTOM: 10pt; PADDING-LEFT: 10pt; PADDING-RIGHT: 10pt; =
FONT-SIZE: 10pt; PADDING-TOP: 10pt
}
#latest-resources-content A {
	COLOR: #333366; FONT-WEIGHT: bold
}
#browse-layout-mask {
	PADDING-BOTTOM: 15pt; PADDING-LEFT: 15pt; PADDING-RIGHT: 15pt; =
PADDING-TOP: 15pt
}
#footer {
	DISPLAY: none
}
#footer-links {
	DISPLAY: none
}
#footer-links {
	DISPLAY: none
}
#footer-links A {
	DISPLAY: none
}
#footer UL {
	DISPLAY: none
}
#footer LI {
	DISPLAY: none
}
#footer A:link {
	DISPLAY: none
}
#footer A:visited {
	DISPLAY: none
}
#gpo-address-bar {
	DISPLAY: none
}
.hd1 {
	TEXT-ALIGN: center; FONT-VARIANT: small-caps; FONT-WEIGHT: normal
}
.hd2 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-STYLE: italic; =
FONT-WEIGHT: normal
}
.hd3 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-WEIGHT: normal
}
.hd4 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-WEIGHT: normal
}
.hd5 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-SIZE: 13pt; FONT-WEIGHT: =
bold
}
.hed1 {
	TEXT-ALIGN: center; FONT-VARIANT: normal; FONT-SIZE: 11pt; FONT-WEIGHT: =
bold
}
.frp {
	TEXT-ALIGN: right; FONT-VARIANT: normal; TEXT-INDENT: 0em; DISPLAY: =
block; MARGIN-RIGHT: 2em
}
.frp0 {
	TEXT-ALIGN: right; FONT-VARIANT: normal; TEXT-INDENT: 0em; DISPLAY: =
block
}
.p1 {
	FONT-VARIANT: normal; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-LEFT: =
6em
}
.p-1 {
	FONT-VARIANT: normal; TEXT-INDENT: 0em; DISPLAY: block; MARGIN-LEFT: =
2em
}
.p2 {
	FONT-VARIANT: normal; TEXT-INDENT: 2em; DISPLAY: block; MARGIN-LEFT: =
2em
}
.p-2 {
	FONT-VARIANT: normal; TEXT-INDENT: 0em; DISPLAY: block; MARGIN-LEFT: =
4em
}
.p-3 {
	FONT-VARIANT: normal; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-LEFT: =
4em
}
p-dash {
	BORDER-BOTTOM: 1pt solid; TEXT-ALIGN: left; MARGIN-TOP: 10pt; =
TEXT-INDENT: 2em; WIDTH: 500pt; DISPLAY: block; MARGIN-LEFT: 2em
}
.fp {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.contentsp {
	TEXT-ALIGN: left; MARGIN-TOP: 10pt; TEXT-INDENT: 0px; DISPLAY: block; =
MARGIN-LEFT: 0px; FONT-SIZE: 11pt; FONT-WEIGHT: bold
}
.contentsg {
	TEXT-ALIGN: left; FONT-VARIANT: small-caps; MARGIN-TOP: 10pt; =
TEXT-INDENT: 0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 11pt
}
.updatetitle {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.source {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.ednote {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 12pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.effdnot {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 12pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.example {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.crossref {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.note {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.cita {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.appro {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.auth {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
2em; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.parauth {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.secauth {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px; FONT-SIZE: 10pt
}
.title {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.subtitle {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.chapter {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.subchapter {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.part {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.subpart {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.apphead {
	TEXT-ALIGN: center; FONT-VARIANT: small-caps; MARGIN-TOP: 10pt; =
DISPLAY: block; MARGIN-BOTTOM: 5pt; FONT-SIZE: 11pt; FONT-WEIGHT: normal
}
.sphead {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: 10pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-BOTTOM: 5pt; FONT-SIZE: 14pt; FONT-WEIGHT: =
bold
}
.sghead {
	TEXT-ALIGN: center; FONT-VARIANT: small-caps; MARGIN-TOP: 10pt; =
TEXT-INDENT: 0px; DISPLAY: block; MARGIN-BOTTOM: 5pt; FONT-SIZE: 11pt; =
FONT-WEIGHT: normal
}
.stars {
	FONT-STYLE: normal; FONT-WEIGHT: normal
}
.tcap {
	TEXT-ALIGN: center
}
.bcap {
	TEXT-ALIGN: left
}
H1 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 11pt
}
H2 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 11pt
}
H3 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 11pt
}
H4 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 11pt
}
H5 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt; FONT-SIZE: 11pt; FONT-WEIGHT: bold
}
hed1 {
	TEXT-ALIGN: center; MARGIN-TOP: 10pt; DISPLAY: block; MARGIN-BOTTOM: =
5pt
}
H2 {
	MARGIN-TOP: 10pt; TEXT-INDENT: 0em; DISPLAY: block; MARGIN-BOTTOM: 5pt; =
MARGIN-LEFT: 0em; FONT-SIZE: 11pt; FONT-WEIGHT: bold
}
.fp-1 {
	MARGIN-TOP: 10pt; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-BOTTOM: =
5pt; MARGIN-LEFT: 2em
}
.fp-2 {
	MARGIN-TOP: 10pt; TEXT-INDENT: -4em; DISPLAY: block; MARGIN-BOTTOM: =
5pt; MARGIN-LEFT: 4em
}
.fp1-2 {
	MARGIN-TOP: 10pt; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-BOTTOM: =
5pt; MARGIN-LEFT: 4em
}
.fp2-2 {
	MARGIN-TOP: 10pt; TEXT-INDENT: 0em; DISPLAY: block; MARGIN-BOTTOM: 5pt; =
MARGIN-LEFT: 4em
}
.fp2-3 {
	MARGIN-TOP: 10pt; TEXT-INDENT: -2em; DISPLAY: block; MARGIN-BOTTOM: =
5pt; MARGIN-LEFT: 6em
}
.contents {
	MARGIN-TOP: 10pt; TEXT-INDENT: 0px; DISPLAY: block; MARGIN-BOTTOM: 5pt; =
MARGIN-LEFT: 0px
}
p-dash {
	BORDER-BOTTOM: 1pt solid; MARGIN-TOP: 10pt; TEXT-INDENT: 2em; WIDTH: =
500pt; DISPLAY: block; MARGIN-LEFT: 2em
}
fp-dash {
	BORDER-BOTTOM: 1pt solid; MARGIN-TOP: 10pt; TEXT-INDENT: -2em; WIDTH: =
500pt; DISPLAY: block; MARGIN-LEFT: 2em
}
UL.leaders {
	PADDING-BOTTOM: 0px; OVERFLOW-X: hidden; LIST-STYLE-TYPE: none; =
PADDING-LEFT: 0px; PADDING-RIGHT: 0px; MAX-WIDTH: 70em; =
LIST-STYLE-IMAGE: none; PADDING-TOP: 0px
}
UL.leaders LI:after {
	WIDTH: 0px; WHITE-SPACE: nowrap; FLOAT: left; CONTENT: ". . . . . . . . =
. . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "=0A=
 ". . . . . . . . . . . . . . . . . . . . "
}
UL.leaders SPAN:first-child {
	PADDING-RIGHT: 0.33em; BACKGROUND: white
}
UL.leaders SPAN + SPAN {
	Z-INDEX: 1; POSITION: relative; PADDING-LEFT: 0.33em; BACKGROUND: =
white; FLOAT: right
}
.three-col-layout-middle {
	BORDER-LEFT: #cccccc 1pt solid; WIDTH: 539pt
}
.three-col-layout-right {
	BORDER-LEFT: #cccccc 1pt solid
}
DIV#left-menu A.highlight {
	TEXT-DECORATION: none
}
.extract {
	FONT-SIZE: 10pt
}
.ftnt {
	FONT-SIZE: 10pt
}
DIV.fpdash {
	POSITION: relative; TEXT-ALIGN: left; MARGIN-TOP: 22pt; HEIGHT: 1pt; =
MARGIN-LEFT: 0px; BORDER-TOP: black 1pt solid
}
SPAN.fpdash {
	POSITION: relative; DISPLAY: inline-block; BACKGROUND: white; TOP: -1em
}
DIV.pdash {
	POSITION: relative; TEXT-ALIGN: left; MARGIN-TOP: 22pt; TEXT-INDENT: =
2em; HEIGHT: 1pt; MARGIN-LEFT: 0px; BORDER-TOP: black 1pt solid
}
SPAN.pdash {
	POSITION: relative; DISPLAY: inline-block; BACKGROUND: white; TOP: -1em
}
LI.leaders {
	MARGIN-BOTTOM: 11pt
}
.tpl {
	FONT-SIZE: 11pt
}
.sechd {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: -8pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.c_entry {
	TEXT-ALIGN: left; FONT-VARIANT: normal; MARGIN-TOP: -8pt; TEXT-INDENT: =
0px; DISPLAY: block; MARGIN-LEFT: 0px
}
.gpotbl_hang {
	TEXT-INDENT: -2em
}
.gpotbl_table {
	BORDER-COLLAPSE: collapse; EMPTY-CELLS: show; PADDING-TOP: 0.5em
}
.gpotbl_div {
	BORDER-BOTTOM: black 2pt solid; BORDER-LEFT: black 2pt solid; =
BORDER-TOP: black 2pt solid; BORDER-RIGHT: black 2pt solid; space-after: =
0.25em
}
.gpotbl_title {
	TEXT-ALIGN: center; PADDING-BOTTOM: 0.5em; FONT-VARIANT: small-caps; =
FONT-WEIGHT: bold
}
.gpotbl_description {
	TEXT-ALIGN: center
}
.gpotbl_cell {
	BORDER-BOTTOM: black 1pt solid; BORDER-LEFT: black 1pt solid; =
VERTICAL-ALIGN: top; BORDER-TOP: black 1pt solid; BORDER-RIGHT: black =
1pt solid
}
.gpotbl_colhed {
	BORDER-BOTTOM: black 1pt solid; BORDER-LEFT: black 1pt solid; =
VERTICAL-ALIGN: bottom; BORDER-TOP: black 1pt solid; BORDER-RIGHT: black =
1pt solid
}
.gpotbl_note {
=09
}

------=_NextPart_000_0006_01CEE46E.75B08040--
