[Federal Register Volume 78, Number 191 (Wednesday, October 2, 2013)]
    [Notices]
    [Pages 60900-60918]
    From the Federal Register Online via the Government Printing Office [www.gpo.gov]
    [FR Doc No: 2013-23625]
    
    
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    DEPARTMENT OF LABOR
    
    Occupational Safety and Health Administration
    
    [Docket No. OSHA-2012-0015]
    
    
    Kiewit Power Constructors Co. et al. (Avalotis Corp., Bowen
    Engineering Corporation, Commonwealth Dynamics, Inc., Gibraltar Chimney
    International, LLC, Hamon Custodis, Inc., Hoffmann, Inc., International
    Chimney Corporation, Karrena International Chimney, Matrix SME, Inc.,
    NAES Power Contractors, Pullman Power, LLC, R and P Industrial Chimney
    Co., Inc., T. E. Ibberson Company, TIC--The Industrial Company); Grant
    of a Permanent Variance
    
    AGENCY: Occupational Safety and Health Administration (OSHA), Labor.
    
    ACTION: Notice of grant of a permanent variance.
    
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    SUMMARY: This notice announces the grant of a permanent variance to
    Avalotis Corp., Bowen Engineering Corporation, Commonwealth Dynamics,
    Inc., Gibraltar Chimney International, LLC, Hamon Custodis, Inc.,
    Hoffmann, Inc., International Chimney Corporation, Karrena
    International Chimney, Kiewit Power Constructors Co., Matrix SME, Inc.,
    NAES Power Contractors, Pullman Power, LLC, R and P Industrial Chimney
    Co., Inc., T. E. Ibberson Company, TIC--The Industrial Company ("the
    employers"). From 1973 to the present, the Occupational Safety and
    Health Administration (OSHA or the Agency) granted permanent variances
    to a number of chimney-construction companies from the provisions of
    the OSHA standards that regulate boatswain's chairs and hoist towers,
    specifically paragraph (o)(3) of 29 CFR 1926.452 and paragraphs (c)(1)
    through (c)(4), (c)(8), (c)(13), (c)(14)(i), and (c)(16) of 29 CFR
    1926.552. These variances use temporary personnel hoist systems to
    transport workers to and from worksites in a personnel cage while
    constructing chimneys of various configurations using jump-form
    construction techniques and procedures. The Agency received
    applications from 15 employers for a variance addressing chimney and
    chimney-related construction that, like the previous variances, propose
    to use temporary personnel hoist systems to transport workers to and
    from worksites in a personnel cage. These variance applications,
    however, included conditions that address construction of chimneys and
    chimney-related structures using temporary hoist systems and procedures
    in association with two different methods of construction (i.e., jump-
    form and slip-form construction), regardless of the structures'
    configurations (i.e., tapered or straight-barreled of any diameter).
    OSHA consolidated these variance applications into a single application
    and published the application and request for comments in the Federal
    Register on March 21, 2013 (78 FR 17432).
        After considering the record as a whole, OSHA finds that these
    alternative conditions protect workers at least as well as the
    requirements specified by 29 CFR 1926.452(o)(3) and 29 CFR
    1926.552(c)(1) through (c)(4), (c)(8), (c)(13), (c)(14)(i), and
    (c)(16). This permanent variance applies in Federal OSHA enforcement
    jurisdictions and in those states and territories with OSHA-approved
    State-Plans covering private-sector employers that have identical
    standards and agree to the terms of the variance.
    
    DATES: The permanent variance is effective on October 2, 2013.
    
    FOR FURTHER INFORMATION CONTACT:
        General information and press inquiries. For general information
    and press inquiries about this notice, contact Frank Meilinger,
    Director, OSHA Office of Communications, U.S. Department of Labor, 200
    Constitution Avenue NW., Room N-3647, Washington, DC 20210; telephone:
    (202) 693-1999.
        Technical information. For technical information about this notice,
    contact Stefan Weisz, Office of Technical Programs and Coordination
    Activities, OSHA, U.S. Department of Labor, 200 Constitution Avenue
    NW., Room N-3655, Washington, DC 20210; telephone: (202) 693-2110; fax:
    (202) 693-1644.
        Copies of this Federal Register notice. Electronic copies of this
    Federal Register notice are available at http://www.regulations.gov.
    This Federal Register notice, as well as news releases and other
    relevant information, also are available at OSHA's Web page at http://www.osha.gov.
    
    SUPPLEMENTARY INFORMATION:
    
    I. Background
    
        Fifteen companies (or applicants) submitted applications for a
    permanent variance under Section 6(d) of the Occupational Safety and
    Health Act of 1970 (29 U.S.C. 655) and 29 CFR 1905.11 ("Variances and
    other relief under section 6(d)") (see Document ID Nos. OSHA-2012-
    0015-0002 to -0019 \1\). The applicants construct, renovate, repair,
    maintain, inspect, and demolish tall chimneys and similar structures
    made of concrete, brick, and steel. This work, which occurs throughout
    the United States, requires the applicants to transport employees and
    construction tools and materials to and from elevated worksites located
    inside and outside these structures. The following list provides
    specific information about each applicant, including the company name
    and location:
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        \1\ In Docket No. OSHA-2012-0015 for this variance application.
    
    Avalotis Corp; 400 Jones Street, Verona, PA 15147
    Bowen Engineering Corporation (merged with Mid-Atlantic Boiler &
    Chimney, Inc., (formerly Alberici Mid-Atlantic, LLC)), 8802 N. Meridian
    St.Indianapolis, IN 46260
    Commonwealth Dynamics, Inc., 95 Court Street, Portsmouth, NH 03801,
    Gibraltar Chimney International, LLC, 92 Cooper Ave. Tonawanda, NY
    14150 Hamon Custodis, Inc. (formerly Custodis Construction Co., Inc., then
    Custodis Cuttrell, Inc.), 58 East Main Street, Somerville, NJ 08876
    Hoffmann, Inc., 6001 49th Street South, Muscatine, IA 52761
    International Chimney Corporation, 55 South Long Street, Williamsville,
    NY 14221
    Karrena International Chimney, 57 South Long Street, Williamsville, NY
    14221
    Kiewit Power Constructors Co., 9401 Renner Blvd., Lenexa, KS 66219
    Matrix SME, Inc. (formerly Matrix Service Industrial Contractors,
    Inc.), 1510 Chester Pike, Suite 500, Eddystone, PA 19022
    NAES Power Contractors (formerly American Boiler and Chimney Company),
    167 Anderson Rd., Cranberry Township, PA 16066
    Pullman Power, LLC (formerly M. W. Kellogg Co., then Pullman Power
    Products Corporation), 6501 E. Commerce Avenue, Suite 200, Kansas City,
    MO 64120
    R and P Industrial Chimney Co., Inc., 244 Industrial Parkway,
    Nicholasville, KY 40356
    T. E. Ibberson Company, 828 5th St. South, Hopkins, MN 55343
    TIC--The Industrial Company, 9780 Mt. Pyramid Ct., Suite 100,
    Englewood, CO 80112
    
        The applicants seek a permanent variance from paragraphs (o)(3) of
    29 CFR 1926.452, which regulates the tackle used to rig a boatswain's
    chair, as well as (c)(1) through (c)(4), (c)(8), (c)(13), (c)(14)(i),
    and (c)(16) of 29 CFR 1926.552 that regulate hoist towers. These
    paragraphs specify the following requirements:
         (o)(3)--Requirements for the tackle used to rig a
    boatswain's chair;
         (c)(1)--Construction requirements for hoist towers outside
    a structure;
         (c)(2)--Construction requirements for hoist towers inside
    a structure;
         (c)(3)--Anchoring a hoist tower to a structure;
         (c)(4)--Hoistway doors or gates;
         (c)(8)--Electrically interlocking entrance doors or gates
    to the hoistway and cars;
         (c)(13)--Emergency stop switch located in the car;
         (c)(14)(i)--Using a minimum of two wire ropes for drum
    hoisting; and
         (c)(16)--Material and component requirements for
    construction of personnel hoists.
        The applicants contend that the permanent variance would provide
    their employees with a place of employment that is at least as safe and
    healthful as they would receive under the existing provisions.
        The places of employment affected by this variance application are
    the present and future projects where the applicants construct chimneys
    and chimney-related structures using jump-form and slip-form
    construction \2\ techniques and procedures, regardless of structural
    configuration when such construction involves the use of temporary
    personnel hoist systems. These projects would be in states under
    federal authority, as well as State-Plan states that have safety and
    health plans approved by OSHA under Section 18 of the Occupational
    Safety and Health (OSH) Act (29 U.S.C. 667) and 29 CFR part 1952
    ("Approved State Plans for Enforcement of State Standards"), and that
    have plans covering private-sector employers and standards identical to
    the standards that are the subject of this variance, and that agree to
    the terms of the variance.
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        \2\ Throughout this notice, OSHA uses the terms "jump-form
    construction" and "slip-form construction" instead of "jump-form
    formwork construction" and "slip-form formwork construction,"
    respectively.
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        The permanent variance permits the employers to operate temporary
    hoist systems to raise and lower workers to and from elevated worksites
    on chimneys, chimney linings, stacks, silos, and chimney-related
    structures such as towers and similar structures constructed using
    jump-form and slip-form construction techniques and procedures
    regardless of structural configuration of the structure (such as
    tapered or straight barreled of any diameter). This variance also
    provides consistent conditions across the employers named in this
    application. OSHA published the employers' variance applications and
    request for comments in the Federal Register on March 21, 2013 (78 FR
    17432).
    
    II. Multi-State Variance
    
        The applicants state that they perform chimney and other related
    construction work in a number of states and territories that operate
    OSHA-approved safety and health programs under Section 18 of the
    Occupational Safety and Health Act of 1970 (29 U.S.C. 651 et seq.).
    State Plans and territories have primary enforcement responsibility
    over the work performed in those states and territories. Under the
    provisions of 29 CFR 1952.9 ("Variance affecting multi-state
    employers") and 29 CFR 1905.14(b)(3) ("Actions on applications"), a
    permanent variance granted by the Agency becomes effective in State-
    Plans and territories as an authoritative interpretation of the
    applicants' compliance obligation when: (1) The relevant standards are
    the same as the Federal OSHA standards from which the applicants are
    seeking the permanent variance; and (2) the State-Plan or territory
    does not object to the terms of the variance application.
        OSHA received one comment on the variance application from the
    state of Michigan (see Document ID No. OSHA-2012-0015-0022). OSHA
    continues to assume that, absent additional comments received to the
    contrary, the state's position regarding grant of this permanent
    variance is the same as its position regarding grant of prior variances
    involving chimney construction.
        As noted above and in section IV of this notice ("Comments on
    Proposed Variance Application"), OSHA received just one comment on the
    variance application published in the Federal Register (78 FR 17432)
    from any state State-Plan or territory. However, several State Plans
    and territories commented on earlier variance applications published in
    the Federal Register involving the same standards and submitted by
    other employers engaged in chimney construction and repair; OSHA is
    relying on these previous comments to determine the position of these
    State Plans and territories on the variance applications submitted by
    the present employers. The remaining paragraphs in this section provide
    a summary of the positions taken by the State Plans and territories on
    the proposed alternative conditions.
        Twenty-seven states and territories have OSHA-approved safety and
    health programs.\3\ In this regard, 17 State Plans and 1 territory have
    standards identical to the Federal OSHA standards: Alaska, Arizona,
    Hawaii, Indiana, Iowa, Kentucky, Maryland, Minnesota, Nevada, New
    Mexico, North Carolina, Oregon, Puerto Rico, South Carolina, Tennessee,
    Vermont, Virginia, and Wyoming. However, Hawaii and Iowa previously
    declined to accept the terms of variances for chimney-related
    construction work granted previously by Federal OSHA. Kentucky stated
    that its statutory law requires affected employers to apply to the
    state for a state variance. South Carolina noted that, for the South
    Carolina Commissioner of Labor to accept a Federal OSHA grant of a
    variance, employers must file the grant at the Commissioner's office in Columbia,
    South Carolina. Employers must comply with any special variance
    procedures required by these states prior to initiating chimney-related
    construction work addressing the conditions specified by this variance.
    The permanent Federal OSHA variance will be effective in the following
    thirteen State-Plan States and one Territory: Alaska, Arizona, Indiana,
    Maryland, Minnesota, Nevada, New Mexico, North Carolina, Oregon, Puerto
    Rico, Tennessee, Virginia, Vermont, and Wyoming.
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        \3\ Four State-Plan states (Connecticut, Illinois, New Jersey,
    and New York) and one territory (Virgin Islands) limit their
    occupational safety and health authority to public-sector employers
    only. State-Plan states and territories that exercise their
    occupational safety and health authority over private-sector
    employers are: Alaska, Arizona, California, Hawaii, Indiana, Iowa,
    Kentucky, Maryland, Michigan, Minnesota, Nevada, New Mexico, North
    Carolina, Oregon, Puerto Rico, South Carolina, Tennessee, Utah,
    Vermont, Virginia, Washington, and Wyoming.
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        Four states (California, Michigan, Utah, and Washington) have
    different requirements for chimney-related construction work than
    Federal OSHA standards. In its comments (Document ID No. OSHA-2012-
    0015-0022), Michigan noted that its standards are not identical to the
    OSHA standards, and those employers electing to use a variance in that
    state must comply with several provisions in the Michigan standards not
    addressed in the OSHA standards. Additionally, Michigan stated that
    employers who operate under the OSHA variance in Michigan also must
    obtain a Michigan Occupational Safety and Health Administration
    variance (see Michigan Rules 1065(a)(1), 1065(a)(2), and 1072(a)(15)).
        In comments on earlier variance applications, Utah also imposed
    specific additional requirements in the past when Federal OSHA granted
    similar variances for chimney-related construction work.\4\ California
    and Washington declined to accept the terms of variances for chimney-
    related construction work granted by Federal OSHA in the past.\5\
    Employers, therefore, must apply separately to these states for a
    variance from construction work on structures covered by this variance.
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        \4\ See 68 FR 52961 (Oak Park Chimney Corp. and American Boiler
    & Chimney Co.)
        \5\ See 70 FR 72659 (International Chimney Corporation, Karrena
    International, LLC, and Matrix Service Industrial Contractors,
    Inc.), 71 FR 10557 (Commonwealth Dynamics, Inc., Mid-Atlantic Boiler
    & Chimney, Inc., and R and P Industrial Chimney Co., Inc.), and 75
    FR 22424 (Avalotis Corp.).
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        The remaining State Plans and territories with OSHA-approved state
    plans (Connecticut, Illinois, New Jersey, New York, and the Virgin
    Islands) cover only public-sector workers and have no authority over
    the private-sector workers addressed in this variance (i.e., that
    authority continues to reside with Federal OSHA).
    
    III. Supplementary Information
    
    A. Previous Chimney-Construction Variances
    
        From 1973 to the present, the Agency granted permanent variances to
    a number of chimney-construction companies from the provisions of the
    OSHA standards that regulate boatswains' chairs, personnel platforms,
    and hoist towers, specifically, paragraph (o)(3) of 29 CFR 1926.452 and
    paragraphs (c)(1) through (c)(4), (c)(8), (c)(13), (c)(14)(i), and
    (c)(16) of 29 CFR 1926.552.\6\ The National Stack and Chimney Safety
    and Health Advisory Committee reports \7\ that four of its member
    companies (i.e., Pullman Power, Hamon Custodis, International Chimney
    Corp, and Commonwealth Constructors) using temporary personnel hoist
    systems in accordance with the conditions of the present permanent
    variances for chimney-related construction work had no recordable
    injuries or fatalities (as reported on the OSHA 300 Forms \8\) over the
    past seven years.
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        \6\ See 38 FR 8545 (April 3, 1973), 44 FR 51352 (August 31,
    1979), 50 FR 20145 (May 14, 1985), 50 FR 40627 (October 4, 1985), 52
    FR 22552 (June 12, 1987), 68 FR 52961 (September 8, 2003), 70 FR
    72659 (December 6, 2005), 71 FR 10557 (March 1, 2006), 72 FR 6002
    (February 8, 2007), 74 FR 34789 (July 17, 2009), 74 FR 41742 (August
    18, 2009), and 75 FR 22424 (April 28, 2010)).
        \7\ Private communication from Mr. John Huchko, Secretary of the
    National Stack and Chimney Safety and Health Advisory Committee,
    January 2, 2013.
        \8\ See 29 CFR part 1904, Recording and Reporting Occupational
    Injuries and Illnesses.
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        OSHA generally based the alternative conditions in the variances
    granted by this notice on the alternative conditions included in
    previous variances. However, several of the previous variances (for
    example, 38 FR 8545 granted April 3, 1973, and 71 FR 10557 granted
    March 1, 2006) included conditions that did not limit the use of the
    variance to the construction of tapered chimneys, and did not specify
    any methods of construction. Conditions included in recently granted
    chimney-construction variances limited the scope of the variance to the
    construction of tapered chimneys using jump-form construction
    techniques and procedures. For example, this limitation applied to the
    Avalotis Corp. variance (75 FR 22424; April 28, 2010) used for
    comparison purposes in this variance.
        The alternative conditions specified in the permanent variance
    granted by this notice apply to chimney-related construction, including
    work on chimneys, chimney linings, stacks, silos, towers, and similar
    structures, built using jump-form and slip-form construction methods of
    construction, regardless of the structural configuration, and that
    involve the use of temporary personnel hoist systems.
    
    B. Kiewit Variance Application
    
        On February 8, 2007, OSHA published a variance application
    submitted by Kiewit Power Constructors Co. (Kiewit; see 72 FR 6002).
    This publication included an interim order that permitted Kiewit to use
    a rope-guided hoist system to transport employees to elevated worksites
    when it complies with the conditions specified in the variance
    application. One of the conditions specified in the publication limited
    the application and interim order to tapered chimneys, which was the
    basis for previous variances granted by OSHA to other chimney-
    construction companies (see subsection A (Background) of this section
    for a discussion of previously granted chimney variances). Kiewit
    notified OSHA on February 23, 2007, that it required a permanent
    variance to perform work on small-diameter, straight-barreled chimneys
    built using conventional jump-form construction techniques and
    procedures and straight-barreled chimneys of any diameter built using
    slip-form construction techniques and procedures, as well as tapered
    chimneys constructed using jump-form construction techniques and
    procedures. Kiewit submitted a revised variance application addressing
    the conditions included in previously granted chimney-construction
    variances to OSHA on March 1, 2007 (superseded by Kiewit's variance
    application of November 16, 2012; see Exhibit No. OSHA-2012-0015-0011).
        According to its March 1, 2007, variance application, Kiewit was
    seeking a variance from the provisions of OSHA standards that regulate
    boatswain's chairs and hoist towers for the construction of small-
    diameter, straight-barreled chimneys constructed using jump-form
    construction techniques and procedures, and chimneys of any diameter
    constructed using slip-form construction techniques and procedures.
    Regarding small-diameter, straight-barreled chimneys constructed using
    jump-form construction techniques and procedures, Kiewit contended that
    the extreme height and limited space inside these chimneys make it
    infeasible to attach a hoist tower to the interior walls of the
    chimneys during construction. In some cases, it also is infeasible to
    use a personnel cage in such small-diameter, straight-barreled
    chimneys. Under these conditions, Kiewit proposed to adopt alternative
    measures of complying with the relevant boatswain's-chair and personnel-platform requirements.
        With respect to straight-barreled chimneys constructed using slip-
    form construction techniques and procedures, Kiewit asserted that the
    unique techniques and procedures involved in slip-form construction
    make it difficult and unsafe to attach a hoist tower to both the
    interior and exterior walls of a chimney during construction. Slip-form
    construction is an alternative to using jump-form construction
    techniques and procedures to shape concrete structures, including
    chimney walls. When using slip-form techniques and procedures to
    construct chimney walls, Kiewit pours concrete into forms attached to a
    platform that moves slowly up either climbing rods imbedded in the
    previously poured concrete wall or a mast secured to the interior floor
    of the structure. Kiewit's employees operate the platform, pour the
    fresh concrete, inspect the formed concrete, and perform other tasks
    both inside and outside the chimney from a work deck on the platform,
    as well as from scaffolds hung from the platform. As a result of this
    progressive construction process, the concrete wall immediately below
    the platform for a distance of 20 to 30 feet is insufficiently cured to
    safely attach a hoist tower to the wall. Consequently, during slip-form
    construction, it is unsafe to attach a hoist tower either inside or
    outside the chimney wall for the purpose of transporting employees to
    elevated worksites, at least for the last 20 to 30 feet of elevation.
        Kiewit proposed to use a rope-guided hoist system to raise and
    lower personnel-transport devices \9\ when constructing chimneys using
    jump-form construction techniques and procedures. This system would
    consist of a hoist engine, located and controlled outside the chimney,
    to power the rope-guided hoist system. The system also would consist of
    a wire rope that: spools off the hoist drum into the interior of the
    chimney; passes to a footblock that redirects the rope from the
    horizontal to the vertical plane; goes from the footblock through the
    overhead sheaves above the elevated platform at the cathead; and
    finally drops to the bottom landing of the chimney where it connects to
    the personnel or material transport.\10\ The cathead, which is a
    superstructure at the top of a derrick, supports the overhead sheaves.
    The overhead sheaves (and the vertical span of the hoist system) move
    upward with the derrick as chimney construction progresses. Two guide
    ropes, suspended from the cathead, eliminate swaying and rotation of
    the load (including a cage). If the hoist rope breaks, safety clamps
    activate and grip the guide ropes to prevent the load from falling.
    Kiewit would use a headache ball, located on the hoist rope directly
    above the load, to counterbalance the rope's weight between the cathead
    sheaves and the footblock.
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        \9\ Throughout this document, "rope" refers only to wire rope.
        \10\ While Kiewit proposed to use temporary personnel hoist
    systems solely to transport employees with the tools and materials
    necessary to do their work (i.e., Kiewit would not use these systems
    to transport only materials or tools in the absence of employees),
    it would attach a hopper or concrete bucket to the empty cage to
    raise or lower material to the worksite.
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        Kiewit proposed to implement additional conditions to improve
    employee safety, including:
         Attaching the wire rope to the personnel cage using a
    keyed-screwpin shackle or positive-locking link;
         Adding limit switches to the hoist system to prevent
    overtravel by the personnel-transport or material-transport devices;
         Providing the safety factors and other precautions
    required for personnel hoists as specified by the pertinent provisions
    of 29 CFR 1926.552(c), including canopies and shields to protect
    employees located in a personnel cage from material that may fall
    during hoisting and other overhead activities;
         Providing falling-object protection for personnel
    platforms as specified by 29 CFR 1926.451(h)(1);
         Conducting tests and inspections of the hoist system as
    required by 29 CFR 1926.20(b)(2) and 1926.552(c)(15);
         Establishing an accident-prevention program that conforms
    to 29 CFR 1926.20(b)(3);
         Ensuring that employees who use a personnel platform or
    boatswain's chair wear full-body harnesses and lanyards, and that they
    attach the lanyards to independent lifelines during the entire period
    of vertical transit; and
         Securing the lifelines (used with a personnel platform or
    boatswain's chair) to the rigging at the top of the chimney and to a
    weight at the bottom of the chimney to provide maximum stability to the
    lifelines.
        Paragraph (c) of 29 CFR 1926.552 specifies the requirements for
    enclosed hoist systems used to transport personnel from one elevation
    to another. This paragraph ensures that employers transport employees
    safely to and from elevated work platforms by mechanical means during
    the construction, alteration, repair, maintenance, or demolition of
    structures such as chimneys. However, this paragraph does not provide
    specific safety requirements for hoisting personnel to and from
    elevated work platforms and scaffolds used in straight-barreled
    chimneys constructed using jump-form or slip-form construction
    techniques and procedures, which require frequent relocation of, and
    adjustment to, work platforms and scaffolds. Kiewit contended in its
    variance application that the great height and limited space of small-
    diameter, straight-barreled chimneys built using jump-form construction
    techniques and procedures make it infeasible to attach a hoist tower to
    the interior walls of these chimneys during construction. With respect
    to chimneys constructed using slip-form techniques and procedures,
    Kiewit asserted that, because of the progressive process involved in
    constructing these chimneys, the concrete wall immediately below the
    work platform for a distance of 20 to 30 feet is insufficiently cured
    to safely attach a hoist tower. Consequently, Kiewit cannot attach a
    hoist tower securely to either the inside or outside of the chimney
    wall for the purpose of transporting employees to the work platform, at
    least for the last 20 to 30 feet of elevation.
        Paragraph (c)(1) of 29 CFR 1926.552 requires employers to enclose
    hoist towers on the side or sides used for entrance to, and exit from,
    the chimney; these enclosures must extend the full height of the hoist
    tower. Paragraph (c)(2) specifies that employers must enclose all four
    sides of a hoist tower. This enclosure also must extend the full height
    of the tower. Again, Kiewit argued that these paragraphs are
    inapplicable because constructing hoist towers inside small-diameter,
    straight-barreled chimneys is infeasible, while attaching hoist towers
    to either the inside or outside walls of chimneys constructed using
    slip-form techniques and procedures is impossible, at least for the
    last 20 or 30 feet of elevation.
        As an alternative to complying with the hoist-tower requirements of
    29 CFR 1926.552(c)(1) and (c)(2), Kiewit proposed to use the rope-
    guided hoist system described previously in this preamble to transport
    its employees to and from elevated work platforms and scaffolds. Use of
    this hoist system would eliminate the need for Kiewit to comply with
    other provisions of 29 CFR 1926.552(c) that specify requirements for
    hoist towers. Therefore, Kiewit requested a permanent variance from
    these other provisions, as follows:
         (c)(3)--Anchoring the hoist tower to a structure;
         (c)(4)--Hoistway doors or gates;
         (c)(8)--Electrically interlocking entrance doors or gates
    that prevent hoist movement when the doors or gates are open;
         (c)(13)--Emergency stop switch located in the car;
         (c)(14)(i)--Using a minimum of two wire ropes for drum-
    type hoisting; and
         (c)(16)--Construction specifications for personnel hoists,
    including materials, assembly, structural integrity, and safety
    devices.
    
    C. The Current Variance Application
    
        The conditions in the current variance differ from the conditions
    included in the most recent permanent variance granted by OSHA for
    chimney construction, which was to Avalotis Corp. (75 FR 22424). The
    following table provides a brief summary of the differences between the
    conditions in the Avalotis variance and the conditions described in the
    current variance.
    
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                                                  Conditions in the current
       Conditions in the Avalotis variance          variance application              Differences in conditions
    ----------------------------------------------------------------------------------------------------------------
    1. Scope of the Permanent Variance......  1. Scope........................  Broadens the scope to include work
                                                                                 on chimneys and chimney-related
                                                                                 structures built using jump-form
                                                                                 and slip-form construction
                                                                                 techniques and procedures,
                                                                                 regardless of structural
                                                                                 configuration; does not limit the
                                                                                 scope to tapered chimneys, built
                                                                                 using jump-form construction
                                                                                 techniques and procedures, which
                                                                                 was the limitation imposed by the
                                                                                 Avalotis variance.
    2. Replacing a Personnel Cage With a      2. Application..................  New condition; addresses the
     Personnel Platform or a Boatswain's                                         application of the variance, and
     Chair.                                                                      specifies a number of best
                                                                                 practices and other requirements
                                                                                 employers must meet for the
                                                                                 variance to apply. Also provides
                                                                                 the option of replacing a personnel
                                                                                 cage with a personnel platform or a
                                                                                 boatswain's chair for the
                                                                                 construction of tapered chimneys
                                                                                 only.
    3. Definitions..........................  3. Definitions..................  New condition; defines 29 key terms,
                                                                                 usually technical terms, used in
                                                                                 the variance to standardize and
                                                                                 clarify the meaning of these terms.
    4. Qualified Competent Person...........  4. Qualified Person and           Corrects the inadvertent use of the
                                               Competent Person.                 combined term "qualified competent
                                                                                 person" used in the Avalotis
                                                                                 variance and distinguishes between
                                                                                 the terms "qualified person" and
                                                                                 "competent person."
    5. Hoist Machine........................  5. Hoist Machine................  Updates the requirements for the
                                                                                 design and use of hoist machines
                                                                                 based on guidance provided by ANSI
                                                                                 A10.22-2007.
    6. Methods of Operation.................  6. Methods of Operation.........  Expands and clarifies the training
                                                                                 requirements for both the operators
                                                                                 of the hoist machine and the
                                                                                 employees who ride in the cage. The
                                                                                 condition adopts several provisions
                                                                                 of ANSI A10.22-2007.
    7. Hoist Rope...........................  7. Hoist Rope...................  Revises the safety factor used for
                                                                                 the hoist rope and updates the
                                                                                 requirements for rope lay based on
                                                                                 guidance provided by ANSI A10.22-
                                                                                 2007.
    8. Footblock............................  8. Footblock....................  Revises the safety factor for rated
                                                                                 workloads and updates the
                                                                                 requirements for the design and use
                                                                                 of footblocks based on guidance
                                                                                 provided by ANSI A10.22-2007.
    9. Cathead and Sheave...................  9. Cathead and Sheaves..........  Revises the requirements for the
                                                                                 design and use of catheads and
                                                                                 sheaves based on guidance provided
                                                                                 by ANSI A10.22-2007.
    10. Guide Ropes.........................  10. Guide Ropes.................  Revises the requirements for the
                                                                                 design and use of guide ropes based
                                                                                 on guidance provided by ANSI A10.22-
                                                                                 2007.
    11. Personnel Cage......................  11. Personnel Cage..............  Revises the requirements for the
                                                                                 design and use of personnel cages
                                                                                 based on guidance provided by ANSI
                                                                                 A10.22-2007.
    12. Safety Clamps.......................  12. Safety Clamps...............  Minor revisions and clarification of
                                                                                 terms.
    13. Overhead Protection.................  13. Overhead Protection.........  Contains a new requirement, in
                                                                                 performance-based language,
                                                                                 providing overhead protection for
                                                                                 workers accessing the bottom
                                                                                 landing.
    14. Emergency-Escape Device.............  14. Emergency-Escape Device.....  Minor revisions and clarification of
                                                                                 terms.
    15. Personnel Platforms.................  15. Personnel Platforms and       Contains new provisions for the use
                                               Boatswain's Chairs.               of a personnel platform or a
                                                                                 boatswain's chair by requiring
                                                                                 compliance with the applicable
                                                                                 portions of 29 CFR 1926.1431 and
                                                                                 1926.452(o)(3).
    16. Protecting Workers From Fall and      16. Protecting Workers from Fall  Minor revisions.
     Shearing Hazards.                         and Shearing Hazards.
    17. Exclusion Zone......................  17. Exclusion Zone..............  Specifies new requirements for
                                                                                 establishing an exclusion zone.
    18. Inspections, Tests, and Accident      18. Inspections, Tests, and       Expands and describe the inspection,
     Prevention.                               Accident Prevention.              test, and accident-prevention
                                                                                 requirements.
    19. Welding.............................  19. Welding.....................  Adds definition for "qualified"
                                                                                 welder.
    
    [[Page 60905]]
    
    
    20. OSHA Notification...................  20. OSHA Notification...........  Revises the requirements for, and
                                                                                 description of, employers' duty to
                                                                                 notify OSHA of events and
                                                                                 conditions associated with their
                                                                                 hoisting operations.
    ----------------------------------------------------------------------------------------------------------------
    
        The remainder of this section provides additional detail about the
    conditions in this permanent variance and distinguishes, as
    appropriate, between these conditions and the conditions in the
    Avalotis variance.\11\
    ---------------------------------------------------------------------------
    
        \11\ The discussion below will refer to the Avalotis variance
    and its conditions using the terms "former" and "formerly."
    ---------------------------------------------------------------------------
    
    1. Condition 1: Scope
        Several important revisions occur in the first condition covering
    the scope of the variance. Condition 1(a) of the variance broadens the
    scope of the former variance to include work on chimneys and chimney-
    related structures constructed using jump-form and slip-form
    construction techniques and procedures regardless of a structure's
    configuration when the work involves using temporary personnel hoist
    systems. The permanent variance, therefore, does not limit the scope to
    structural configurations (such as small or large diameter, and tapered
    or straight-barreled, chimneys), which was the limitation imposed on
    the former variance, nor does it limit the scope to chimneys. OSHA
    believes that experience with the alternative conditions as specified
    in previous variances demonstrates that these conditions are safe.
    Therefore, employers can apply the conditions specified in the variance
    safely to structures that have a configuration similar to that of
    chimneys (i.e., "chimney-related structures"), including silos,
    towers, and other circular structures, because the hazards associated
    with these structures (e.g., falls, impacts, falling objects) are the
    same as the hazards associated with chimneys. It is not the name of the
    structure, nor its diameter and structural configuration (i.e.,
    straight-barreled or tapered), that determines whether it is within the
    scope of the variance; rather, it is the use of jump-form and slip-form
    construction techniques and procedures and the use of temporary
    personnel hoist systems.
        Further, Condition 1(a) clarifies that the permanent variance
    applies to "construction," which includes construction, renovation,
    repair, maintenance, inspection, and demolition of chimney-related
    structures. The variance does not apply to work that falls under OSHA's
    general industry standards at 29 CFR part 1910. The variance applies
    only to work that falls under OSHA's construction standards at 29 CFR
    part 1926. Various letters of interpretation and directives establish
    the factors that determine whether maintenance work falls under general
    industry or construction standards. Generally, work that replaces a
    structure or component with an identical structure or component is
    under the general industry standards, while construction standards
    cover work that improves a structure or component. Additionally, scale
    and complexity of the work are factors. Work involving repair, removal,
    or replacement of large structures (e.g., when replacing a steel beam
    in a building), or work involving complex steps, tools, or equipment
    (e.g., when replacing a section of limestone cladding on a building),
    is construction work. See OSHA's November 18, 2003, letter of
    interpretation to Raymond V. Knobbs (available at
    http://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=INTERPRETATIONS&p_id=24789
    for more information about how to determine if general industry or
    construction standards cover specific work. Some simple maintenance
    work on chimney-related structures may fall under general industry
    standards and, thus, be outside the scope of this variance.
        Subparagraphs (1)(a)(i) and (1)(a)(ii) of Condition 1 expand on
    former Conditions 1(b)(i) and 1(b)(ii) by clarifying what material
    employers can hoist. These subparagraphs make clear that the
    "temporary hoist systems" may not transport construction materials
    concurrently with personnel. Condition 2(c) under "Application"
    further clarifies this hoisting requirement.
        The permanent variance modifies former Condition 1(c), which
    addressed personnel platforms and boatswain's chairs, by introducing
    new Condition 2(g). The variance application did not include
    requirements for personnel platforms and boatswain's chairs because
    employers have alternate equipment (reflecting advances in technology)
    available to accomplish tasks that previously required personnel
    platforms or boatswain's chairs raised and lowered by a hoist system.
    However, Condition 2(g) provides the option of replacing a personnel
    cage with a personnel platform or a boatswain's chair when the employer
    can demonstrate that available space makes it infeasible to use a
    personnel cage for transporting employees. OSHA would still enforce the
    provisions in Sec. Sec.  1926.452(o) and .1431(s), and other applicable
    standards, when employers use personnel platforms and boatswain's
    chairs on chimneys that have space available to accommodate the use of
    a personnel cage.
        Condition 2(d) leaves intact the remainder of former Condition
    1(c). Except for the requirements specified for hoist towers by 29 CFR
    1926.552(c)(1) through (c)(4), (c)(8), (c)(13), (c)(14)(i), and
    (c)(16), the current and former conditions require employers to comply
    fully with the applicable provisions of 29 CFR parts 1910 and 1926.
        Additionally, OSHA modified the Scope section further in response
    to comments provided by the National Stack and Chimney Safety and
    Health Advisory Committee (NSCSHAC). (See Section IV of this notice
    ("Comments on Proposed Variance Application") for a discussion of the
    modifications included in the variance.)
    2. Condition 2: Application
        Condition 2 addresses the application of the permanent variance,
    and specifies a number of best practices and other requirements
    employers must meet for the variance to apply. For example, Condition
    2(a) states a general applicability requirement:
    
        The employer must use a hoist system equipped with a dedicated
    personnel-transport device (i.e., a personnel cage) as specified by
    this variance to raise or lower its workers and/or other
    construction-related tools, equipment, and supplies between the
    bottom landing of a chimney-related structure and an elevated work
    location while performing construction inside and outside the
    structure.
    
        Condition 2(b) ensures the proper design and operation of the hoist
    system, while Condition 2(c) regulates the transportation of materials
    and proper use of material-transport devices so as to ensure employee
    safety.
        As noted above in the discussion of Condition 1, Condition 2(d)
    leaves intact the remainder of former Condition 1(c), which states that the variance conditions cover only
    specific requirements for hoist towers, and that employers must comply
    with all other applicable requirements of 29 CFR parts 1910 and 1926.
    If an employer is not complying with a condition specified by the
    variance, the Agency will implement the citation policy described in
    OSHA's Field Operations Manual (Directive Number: CPL 02-00-159),
    Chapter 3, Inspection Procedures (Section I: Variances). The citation
    policy states:
    
        1. No Citation Issued. An employer granted a variance will not
    be subject to citation if the observed condition is in compliance
    with an existing variance issued to that employer.
        2. Citations. In the event that an employer is not in compliance
    with the requirement(s) of the issued variance, a violation of the
    applicable standard shall be cited with a reference in the citation
    to the variance provision that has not been met.
    
        Regarding the second provision of this policy (i.e.,
    "Citations"), if OSHA finds that an employer is not complying with a
    variance condition, and the variance condition is not based directly on
    one of the hoist-tower standards from which OSHA granted the variance
    (e.g., the condition is based on a consensus standard or best-work
    practice not specified by an OSHA standard), OSHA will cite the non-
    compliance as a violation only of the variance provision. Under no
    circumstances will OSHA cite non-compliance with a variance condition
    as a violation of both an applicable standard and the variance
    condition.
        Condition 2(e), not found in the former variance, allows the
    employer flexibility in the event compliance with a variance condition
    is infeasible.\12\ In such a case, the employer may use an alternative
    means of compliance that provides equivalent or improved protection to
    workers. The employer must demonstrate that compliance with the
    variance conditions is infeasible and that the alternative means of
    compliance is as equivalent to the protection afforded by the variance
    condition.
    ---------------------------------------------------------------------------
    
        \12\ See OSHA's Field Operations Manuel (FOM) Chapter VIII.E,
    available at http://www.osha.gov/OshDoc/Directive_pdf/CPL_02-00-159.pdf.
    ---------------------------------------------------------------------------
    
        Condition 2(f), the final provision under "Application," ensures
    that workers can understand the required communications. This condition
    requires that employers communicate with workers in a language the
    workers understand; communications includes any training and signs
    required by the variance. OSHA considers this condition, not found in
    the former variance, important to employee safety and health in that it
    is critical that employees understand the hazards associated with
    personnel hoisting operations, and the means the employer is using to
    protect them from these hazards.
        The permanent variance modified Condition 2 of the former variance,
    entitled "2. Replacing a Personnel Cage with a Personnel Platform or a
    Boatswain's Chair." Accordingly, Condition 2(g) permits employers to
    use personnel platforms and boatswain's chairs when using jump-form and
    slip-form construction techniques and procedures (regardless of the
    structure's configuration) to construct chimneys and chimney-related
    structures, but only under specific, limited conditions. Employers may
    use personnel platforms and boatswain's chairs only when they
    demonstrate that it is infeasible to use personnel cages because of
    space limitations. Under these circumstances, employers must use
    personnel platforms unless space limitations necessitate use of
    boatswain's chairs. When replacing a personnel cage with a personnel
    platform or boatswain's chair, employers must follow the requirements
    of 29 CFR 1926.1431(b) through .1431(s), and 1926.452 (o)(3),
    respectively.
        Additionally, OSHA modified the Application section further in
    response to comments provided by NSCSHAC. (See Section IV of this
    notice ("Comments on Proposed Variance Application") for a discussion
    of the modifications included in the variance.)
    3. Condition 3: Definitions
        Condition 3 defines 29 key terms, usually technical terms, used in
    the permanent variance to standardize and clarify the meaning of these
    terms. This condition was not part of the former variance, but OSHA
    believes that defining these terms will enhance employer and employee
    understanding of, and subsequent compliance with, the variance
    conditions, thereby ensuring that employees receive the requisite level
    of protection afforded to them by the variance.
    4. Condition 4: Qualified Person and Competent Person
        Condition 4 addresses the requirements of a qualified person and a
    competent person. In the former variance, OSHA inadvertently combined
    these terms into "qualified competent person." The terms "qualified
    person" and "competent person" have separate definitions in OSHA's
    construction standards, and this condition uses these terms consistent
    with their meaning in the construction standards. Although an employee
    or contract worker can be both a qualified person and competent person,
    they usually are not. Indeed, Sec.  1926.32(f) defines "competent
    person" as "one who is capable of identifying existing and
    predictable hazards in the surroundings or working conditions which are
    unsanitary, hazardous, or dangerous to employees, and who has
    authorization to take prompt corrective measures to eliminate them."
    In contrast, Sec.  1926.32(m) defines "qualified person" as "one
    who, by possession of a recognized degree, certificate, or professional
    standing, or who by extensive knowledge, training, and experience, has
    successfully demonstrated his ability to solve or resolve problems
    relating to the subject matter, the work, or the project." The
    provisions of Condition 4 distinguish the two terms. Unlike former
    Condition 3(a)(i), this condition allows for the use of more than one
    competent and/or qualified person to perform the various tasks. This
    condition would enable employers to distribute the workload evenly
    among available personnel and not rely on having available a single
    individual with expertise in the various tasks.
        Condition 4(a)(ii) emphasizes that, operationally, a competent
    person (not a "qualified competent person" as in former Condition
    3(a)(ii)) must be present. Condition 4(b) requires that a qualified
    person (not a "qualified competent person" as in former Condition
    3(b)) must design and maintain the cathead. Finally, Condition 4(c)
    specifies that the employer must train the competent and qualified
    persons in the applicable variance provisions. This condition, which is
    not in the former variance, will ensure that competent persons and
    qualified persons assigned responsibilities under the variance have the
    knowledge necessary to perform their tasks effectively under the
    conditions specified by the variance.
    5. Condition 5: Hoist Machine
        Condition 5 (formerly Condition 4) addresses the requirements of a
    hoist machine. Condition 5(a)(i) removes the distinction of "a
    portable personnel hoist" and, instead, designates the hoist machine
    as a hoist system. Moreover, Condition 5(a)(ii) adds language to ensure
    the proper use and maintenance of the hoist machine.
        Conditions 5(b) through 5(e), which address raising or lowering a
    transport, power source, constant-pressure control switch, and line-
    speed indicator remain as before, with the exception of the former
    Condition 4(d)(ii) (Constant-pressure control switch), which is
    substantively addressed in Condition 5(s), Overhead Protection. Note:
    Employers should consider adopting as a best practice ANSI's A10.22-
    2007 (at 4.2(2)), which specifies that employers are not to use chains,
    as well as belts, as drive components between the power source and the
    winding drum.
        Condition 5(f), Overspeed, is a new condition adapted from ANSI
    A10.22. It will alert the hoist operator in the event the personnel
    cage travels at excess speed, thereby preventing speed-related
    accidents and associated worker injury. The text of Condition 5(g),
    Braking systems, remains the same as the text of former Condition 4(f).
    Note that ANSI A10.22-2007 (at Section 4.6) provides additional
    guidelines for braking systems that employers should consider
    following.
        Condition 5(h), Slack-rope protection (formerly Condition 4(g),
    Slack-rope switch), differs somewhat from the former condition by
    requiring hoist design features that will prevent a slack-rope
    condition. The condition will limit stress on the rope caused by snaps,
    thereby preventing premature rope failure.
        Condition 5(i), Frame, formerly Condition 4(h), varies slightly
    from the former condition by ensuring that the frame of the hoist
    machine meets design specifications, thereby improving hoist machine
    safety. Condition 5(j), Stability, formerly Condition 4(i), also is a
    slight redraft of the former condition. The condition requires
    employers to secure hoist machines in accordance with design
    specifications, which will ensure the stability of the hoist machine
    during operation.
        Condition 5(k), Location, formerly Condition 4(j), is a slight
    variation of the former condition in that it adds the term "winding"
    for clarification. The footnote in the condition defining the term
    "fleet angle" duplicates a footnote in the former condition.
        Condition 5(l), Drum and flange diameter, formerly Condition 4(k),
    remains the same as the former condition, while Condition 5(m),
    Spooling of the rope, formerly Condition 4(l), differs somewhat from
    the former condition by allowing employers to store the rope on the
    drum closer than two inches from the flange when the hoist machine is
    not in use. The two-inch gap is necessary when the hoist is in
    operation to prevent the rope from leaving the drum, causing hoisting
    accidents. However, employers may store the rope closer than two inches
    from the flange when transporting or storing the drum, which OSHA
    believes does not endanger employees.
        Condition 5(n) is a new condition that requires employers to secure
    the rope firmly to the drum. This condition prevents inadvertent
    unwinding of the rope in the event an operator lowers the hoist load
    beyond its lowest point of travel by requiring employers to secure the
    hoist end of the rope mechanically to the hoist drum.
        Condition 5(o), Electrical system, formerly Condition 4(m), retains
    the text of the former condition, which reduces the risk of electric
    shock. Condition 5(p), Grounding, is a new condition adopted from ANSI
    A10.22. The condition also will reduce the risk of electric shock.
        Condition 5(q), Limit switches, formerly Condition 4(n), revised
    the former condition by differentiating personnel hoisting from
    material hoisting.
        A new condition, Condition 5(r), ensures proper guarding of the
    hoist machine. A note added to the condition clarifies that when
    employers limit access to the hoist drum to only authorized personnel
    (usually the hoist operator), OSHA will consider the drum as guarded
    under this condition. This new condition will prevent inadvertent
    operation of the hoist machine, which could endanger employees involved
    in the hoisting operations.
        As indicated above under the discussion of Conditions 5(b) through
    5(e), Condition 5(s), Overhead protection, is an adaptation of former
    Condition 4(d)(ii). The condition will protect the hoist operator and
    the hoist machine from falling or moving objects.
    6. Condition 6: Methods of Operation
        Condition 6 (formerly Condition 5), addresses methods of operation.
    This condition expands and clarifies the training requirements for both
    the operators of the hoist machine and the employees who ride in the
    cage. The condition adopts several provisions of ANSI A10.22-2007.
        Condition 6(a)(i) requires employers to ensure that hoist operators
    and their supervisors receive effective training in the safe operation
    of hoist machines, and document the training. Conditions 6(a)(ii) and
    6(a)(iii) require that only trained and authorized workers operate the
    hoist; address the timing of the documented training for each worker
    who uses the cage for transportation; and specify the frequency of all
    required training. Conditions 6(a)(i), (ii), and (iii), based on former
    Conditions 5(a)(i) and 5(a)(ii), will ensure the safe use of the hoist
    machine and cage.
        Condition 6(b) is a new condition that requires employers to use a
    job-hazard analyses (JHA) to provide enhanced jobsite safety by
    identifying safety hazards at the worksite not covered explicitly by
    the current conditions. OSHA publication 3071, entitled "Job Hazard
    Analysis" defines JHA as follows:
    
        A job hazard analysis is a technique that focuses on job tasks
    as a way to identify hazards before they occur. It focuses on the
    relationship between the worker, the task, the tools, and the work
    environment. Ideally, after uncontrolled hazards are identified,
    steps will be taken to eliminate or reduce them to an acceptable
    risk-level.
    
        Condition 6(b) requires that employers conduct one or more JHAs for
    the operation of the temporary personnel hoist system. The condition
    also requires employers to review these analyses with the workers
    exposed to any identified hazards.
        Condition 6(c), Speed limitations, formerly Condition 5(b), differs
    from the former condition in that it revises hoist speed requirements.
    To prevent overtravel accidents, Condition 6(c)(i) adds a requirement
    to slow the hoist speed at extremes of hoist travel, as well as an
    overspeed allowance from ANSI A10.22-2007. A note in this condition
    contains the requirement from former Condition 5(b)(iii) that specifies
    limits on hoist speed when hoisting material only, again to prevent
    accidents related to overtravel. Condition 6(c)(ii) retains the speed
    limitation in former Condition 5(b)(ii) of 100 feet per minute for
    personnel platforms and boatswain's chairs when used to transport
    workers. The slower speed for these devices (compared to personnel
    cages) is necessary because of the impact and shearing hazards present
    when workers are using these devices (see discussion below for
    Condition 16).
        Condition 6(d), Communication, redrafted former Condition 5(c) to
    clarify the requirement for communication equipment by replacing the
    term "voice-mediated intercommunication system" with the term
    "electronic voice-communication system (such as two-way radio)" to
    allow employers flexibility in selecting this type of equipment. In
    addition, as with the former condition, the current condition requires
    that employers maintain at all times communication between the hoist
    operator and the workers located in a moving personnel cage. OSHA notes
    that a "failure of communication" requiring employers to stop
    hoisting as specified by Condition 6(d)(ii) includes lack of clarity in
    communication, as well as equipment failure. Accordingly, the condition
    requires clear and unambiguous communication at all times, thereby
    ensuring continuous employee protection in the event of procedural or equipment failures.
    7. Condition 7: Hoist Rope
        Condition 7 (formerly 6), addresses the hoist rope. Although
    Conditions 7(a) and (c) remain the same as former Conditions 6(a) and
    (c), revisions to the remaining conditions focus on making the
    requirements consistent with other OSHA standards (e.g.,
    1926.552(c)(14)(iii)), and adopting updated safety requirements
    specified by ANSI A10.22-2007. For example, Condition 7(b), Safety
    factor, increases the safety factor of the rope from 8 to 8.9 times the
    total suspended load as opposed to a "safe workload" as specified by
    former Condition 6(b). To clarify the load calculation, the current
    conditions added the parenthetical phrase, "(including the weight of
    the suspended rope)." New condition 7(d), adopted from the ANSI
    standard, addresses rope lay; this new condition will prevent rope
    rotation and kinking, thereby reducing stress on the rope and ensuring
    smooth hoisting operations. Except for minor editorial revisions, the
    text of Condition 7(e), Inspection, removal, and replacement of hoist
    ropes, remains the same as the text of former Condition 6(d); this
    provision will prevent the employer from using hoist ropes that could
    fail during hoisting operations.
        Revisions made to former Condition 6(e) by Condition 7(f),
    Attachments, provide alternative requirements similar to the
    requirements in ANSI A10.22-2007. OSHA believes these alternatives will
    provide safer means of positively connecting and securing the hoist
    rope to the personnel cage than provided by the former condition, thus
    preventing accidents involving connection failure.
        The text of provisions (i) through (iv) of Condition 7(g), Wire-
    rope fastenings, remains much the same as former Condition 6(f), with
    only minor editorial revisions. However, Condition 7(g) includes three
    new provisions, 7(g)(v) through 7(g)(vii), that specify how and when to
    tighten and retighten clip fastenings. These new provisions should
    compensate for decreases in rope diameter caused by repeated
    application of the load and, thus, serve to maintain proper torque on
    the rope and improve rope integrity. Additionally, the permanent
    variance added two new requirements: Condition 7(h), Rotation-resistant
    ropes and swivels, and Condition 7(i), Rope protection. These added
    conditions should increase worker safety by preventing rope damage and
    improving rope integrity. The conditions also are consistent with
    provisions in ANSI A10.22-2007, which requires barricading the hoisting
    rope between the hoisting machine and the footblock, thereby preventing
    the rope from making abrasive contact with the ground and providing
    falling-object protection when appropriate.
        Since employers are free to exceed the requirements of the
    conditions (with respect to worker protection), employers may use
    extra-extra-improved plow steel as the rope grade. Note also that ANSI
    A10.22-2007 (at Section 6) provides additional guidelines for hoist
    rope that employers should consider following.
    8. Condition 8: Footblock
        Condition 8 (formerly Condition 7) addresses the footblock on hoist
    machines. Condition 8(a)(i) revised the safety factor found in the
    former condition from 4 to 5 times the applied workload ;\13\ to be
    consistent with the safety factor of the cathead (see Condition 9).
    Provisions (a)(iii) and (iv) of Condition 8 vary from provisions of
    former Condition 7(a)(iii) and 7(a)(iv) to be more performance oriented
    and more consistent with alternatives presented in ANSI A10.22-2007.
    These revisions will ensure that the moving wire rope effectively and
    safely accommodates turning from the horizontal to vertical axes as
    required by the direction of rope travel. While Conditions 8(b) and
    8(c) remain the same as former Conditions 7(b) and 7(c), the variance
    has a new condition, 8(d), that allows a properly mounted sheave as a
    footblock substitute, consistent with the ANSI standard and Condition
    9, Cathead and Sheave. Allowing a sheave substitute also will serve to
    ensure that the moving wire rope effectively and safely accommodates
    turning from horizontal to vertical axes as required by the direction
    of rope travel.
    ---------------------------------------------------------------------------
    
        \13\ The applied workload is equivalent to the total suspended
    load.
    ---------------------------------------------------------------------------
    
    9. Condition 9: Cathead and Sheaves
        Condition 9 (formerly Condition 8) addresses catheads and sheaves.
    Condition 9(a) revises former Condition 8(a) to allow use of aluminum
    for the cathead because of its light weight, provided the employer
    complies with the cathead design drawings. Condition 9(b) remains the
    same as former Condition 8(b). OSHA believes that following the design
    drawings, along with the requirements specified by Condition 9(e) (see
    below), will assure the safety of the cathead. Provisions (c) and (d)
    of Condition 10 remain as in former Condition 9. However, Condition 9
    also contains three new paragraphs, (e) through (g), based on the ANSI
    A10.22-2007 standard. Condition 9(e), Design basis, requires that the
    design of steel catheads conform to the American Institute of Steel
    Construction (AISC), and that aluminum catheads follow the Aluminum
    Association's design manual. Both types of catheads must have a safety
    factor of 5 for the maximum intended working load (equivalent to the
    total intended suspended load) for personnel and material hoisting.
    This provision will ensure the structural integrity and safety of the
    cathead up to workloads 5 times the maximum intended working load of
    the cathead.
        Provision (f)(i) of Condition 9, Clearance, requires adequate
    
    clearance between the bottom of cathead and the cable attachment at the
    top of the hoist cage to eliminate the risk of contact between the
    cathead and the cage if operation of the upper limit switch stops the
    cage. The second provision of this paragraph (subparagraph (f)(ii))
    specifies that the cage must travel without obstruction along the full
    length of the guide ropes. Both of these provisions will improve safety
    by reducing stress on the guide ropes that would occur should the cage
    come into contact with the cathead or other obstruction. Finally,
    Condition 9(g), Sheave substitute, allows a properly mounted
    construction block as a substitute for a sheave, which serves to ensure
    that the moving wire rope effectively and safely accommodates turning
    from the horizontal to vertical axes as required by the direction of
    rope travel; this condition also refers to Condition 8(d), which
    addresses sheave substitutes.
    10. Condition 10: Guide Ropes
        Condition 10 (formerly Condition 9) addresses guide ropes. This
    condition contains several revisions made for clarification and
    precision. For example, Condition 10(a) added the term "securely"
    before the phrase "two guide ropes to the cathead" and the phrase
    "or to overhead supports designed for the purpose of accepting the
    guide ropes" at the end of this provision. The term "securely"
    ensures that guide ropes remain affixed to the cathead or overhead
    support during hoisting operations, while the added phrase addressing
    overhead supports acknowledges that hoist machines often use overhead
    supports other than catheads to secure guide ropes. Also, Condition
    10(a)(ii) references 29 CFR 1926.552(c)(17)(iv) to ensure that steel
    wire rope is free of damage or defects at all times. In addition,
    Condition 10(b) added the phrase "During the hoisting of personnel"
    to clarify when the requirement applies to hoisting operations, while Condition 10(c)
    replaced the verb "to rig" with the verb "to install" to clarify
    the meaning of the term. Note that ANSI A10.22-2007 (at Section 9.2)
    provides additional guidelines for alignment tension that employers
    should consider following.
    11. Condition 11: Personnel Cage
        Condition 11 (formerly Condition 10) addresses personnel cages.
    There are several revisions to the former condition. Condition 11(a)
    removes the requirement that the cage be made of steel, relying on the
    performance-based language "capable of supporting a load that is eight
    (8) times its rated load capacity." This revision will provide
    employers with flexibility with regard to the materials used to
    construct personnel cages, while ensuring worker safety. The provision
    also raises the safety factor from 4 to 8 to improve worker protection;
    this revision is consistent with ANSI A10.22-2007.
        Former Conditions 10(a)(v) and 12(a) were inconsistent regarding
    the thickness of the roof of the personnel cage: Former Condition
    10(a)(v) required that the roof be constructed of one-eighth (1/8) inch
    aluminum or equivalent material, while former Condition 12(a) specified
    that the roof be constructed of three-sixteenth (3/16) inch steel plate
    or equivalent material. Condition 11(a)(v) requires that the roof of
    the personnel cage be constructed of three-sixteenths (3/16) inch steel
    plate or equivalent material, the most protective of the required
    thicknesses. This provision also requires that the roof slope to the
    outside of the personnel cage to ensure that falling objects do not
    remain on the cage and add to the weight of the load.
        The revision to Condition 11(a)(vi) clarifies that employers cannot
    use rails or hard protrusions when their presence creates an impact
    hazard. This clarification should increase worker safety by reducing
    impact hazards should workers lose their balance because of cage
    movement.
        Condition 11(b) revised the former term "overhead weight" to the
    commonly used term "overhaul weight" for clarification. To improve
    worker safety, Condition 11(e) added a design requirement that the
    rated load capacity of the cage be at least 250 pounds for each
    occupant, or the actual weight if an occupant exceeds 250 pounds. With
    this added design requirement increasing the safety of the personnel
    cages, the second provision of this condition revised the former phrase
    "Hoist no more than four (4) occupants at any one time" to "Hoist at
    any one time no more than the number of occupants for which the cage is
    designed" to allow flexibility in the number of employees who can
    occupy a cage simultaneously during use.
        Condition 11(f) clarifies the worker-notification requirement of
    former Condition 10(f). Accordingly, the condition added a new
    requirement in provision 11(f)(ii) to notify workers of the number of
    occupants the cage can accommodate, while provision 11(f)(iii) revised
    the former phrase "The reduced rated load for the specific job" to
    "Any reduction in rated load capacity (in pounds) if applicable (due
    to change in conditions of the specific job)." These revisions will
    serve as an additional check to prevent overloading the personnel cage.
        Condition 11(g), Static drop tests, updated the reference to the
    ANSI A10.22 standard to the latest, 2007, edition. Also, to be
    consistent with this new edition, Condition 11(g)(ii) limited the
    former test criteria (i.e., the initial test criterion included in
    former Condition 10(g)(ii) of 125% of the maximum rated load of the
    personnel cage, and subsequent drop tests at no less than 100% of its
    maximum rated load) to the updated test criteria; these updated
    criteria require employers to use the rated load of the personnel cage
    during testing to avoid causing unnecessary damage to the cage.
        Condition 11(h) is a new provision that prevents the cage from
    catching on the platform at the top landing or on intermediate
    platforms. OSHA believes this condition will decrease stress on the
    hoist rope and prevent impact injuries among employees who use the
    cage.
    12. Condition 12: Safety Clamps
        Condition 12 (formerly Condition 11) addresses safety clamps, with
    only a few revisions to the former condition. For clarity, Condition
    12(a)(ii) revised the term "when in use" to "when the cage is in
    motion." Condition 12(c) added the phrase "The employer must ensure"
    to former Condition 11(c) to place the burden of proving compliance on
    the employer. In addition, Condition 12(c)(i) updates the ANSI
    reference in former Condition 11(c)(i) to ANSI standard A10.22-2007.
    13. Condition 13: Overhead Protection
        The requirements of paragraphs (a) and (b) of former Condition 12,
    Overhead Protection, specified the requirements for constructing sloped
    roofs for personnel cages. Condition 11, Personnel Cage, now covers
    these requirements under subparagraph 11(a)(v). Therefore, Condition 13
    contains a new requirement, in performance-based language, providing
    overhead protection for workers accessing the bottom landing. OSHA
    believes this provision will increase the safety of employees working
    around the bottom landing during hoist operations.
    14. Condition 14: Emergency Escape Devices
        Condition 14 (formerly Condition 13) continues to address emergency
    escape devices with minor revisions. Condition 14(a) in this variance
    adds the phrase "For workers using a personnel cage" as a preface to
    the provision to clarify the requirement. In addition, the training
    provision, Condition 14(c), references Condition 6(a)(iii), which
    addresses the timing of training (e.g., before initial use, and
    periodically thereafter).
    15. Condition 15: Personnel Platforms and Boatswain's Chairs
        Condition 15 replaces and updates former Condition 14 (Personnel
    Platforms) by addressing the hazards and required safeguarding methods
    associated with the use of personnel platforms and boatswain's chairs.
    Accordingly, when meeting the criteria specified in Condition 2(g),
    employers may use personnel platforms and boatswain's chairs only when
    they demonstrate that it is infeasible to use personnel cages because
    of space limitations in a chimney or a chimney-related structure. In
    these situations, employers must use personnel platforms unless space
    limitations require the use of boatswain's chairs. When replacing a
    personnel cage with a personnel platform or boatswain's chair,
    employers must follow the applicable requirements of 29 CFR
    1926.1431(b) through .1431(s) and 1926.452(o)(3), respectively.
    16. Condition 16: Protecting Workers From Fall and Shearing Hazards
        Condition 2(g) of this variance provides the option of replacing a
    personnel cage with a personnel platform or a boatswain's chair when
    using jump-form or slip-form construction techniques and procedures to
    construct chimneys and chimney-related structures, but only when the
    employer demonstrates that it is infeasible because of space
    limitations to use a personnel cage to transport workers to and from
    elevated worksites. Condition 16 of this variance also continues to
    address shearing hazards (as did former Condition 15, Protecting
    Workers from Fall and Shearing Hazards) because these hazards are
    present when workers use personnel platforms and boatswain's chairs
    under the limitations specified by Condition 2(g). This condition also
    redrafted the fall-hazard provisions of former Condition 15 to address
    fall hazards associated with both the hoist areas and the cage, with
    references to relevant requirements of 29 CFR part 1926. OSHA believes
    these revisions cover fall hazards more thoroughly than the former
    condition, thereby increasing worker protection from these hazards.
    17. Condition 17: Exclusion Zone
        Condition 17 (formerly Condition 16), which covers exclusion zones,
    made substantial revisions to the former condition. Accordingly, the
    condition specifies requirements for establishing an exclusion zone;
    these requirements were not part of the former condition. OSHA believes
    that these requirements will improve worker safety by ensuring that
    unauthorized persons do not enter the zone, thereby reducing their risk
    of injury from being struck by the hoisting equipment, falling objects,
    and the personnel cage.
        Condition 17(d) is a new provision that clarifies when workers can
    enter the exclusion zone during operations involving a material-
    transport device. This provision will reduce worker exposure to the
    hazards associated with these operations, including impact and crushing
    hazards from the hoisting equipment and material-transport device.
    18. Condition 18: Inspections, Tests, and Accident Prevention
        Paragraphs (a) and (b) of Condition 18 expand the inspection, test,
    and accident-prevention requirements of former Condition 17 by
    specifying that employers: (1) Conduct frequent and regular (at least
    weekly) inspections of the hoist system and the area around the hoist
    system; (2) inspect the hoist system prior to reuse following periods
    of idleness lasting more than one week; and (3) remove hoisting
    equipment from service when a competent person determines that the
    equipment is unsafe. These revisions will ensure that hoist systems are
    safe for worker use. Paragraph (c) adds a requirement that employers
    document tests, inspections, and corrective actions. This requirement
    will provide employers with information needed to schedule tests and
    inspections, and to determine the actions taken to correct defects in
    hoisting equipment prior to returning it to service.
    19. Condition 19: Welding
        Condition 19 (formerly Condition 18) revised paragraph (a) of the
    former condition by defining the term "qualified" to mean a welder
    who meets the requirements of the American Welding Society,
    specifically, the qualification requirements of American Welding
    Society (AWS) D1.1 Structural Welding Code--Steel, or AWS D1.2
    Structural Welding Code--Aluminum, as applicable. Specifying the
    qualifications for welders will improve worker safety by providing
    assurance that personnel who weld components of hoist systems possess
    the skills necessary to perform this work, and will do so competently
    and in a manner that maintains the operational integrity and safety of
    the systems.
    20. Condition 20: OSHA Notification
        Condition 20 (Condition 19 in the former variance) addresses the
    duty of employers to notify OSHA of events and conditions associated
    with their hoisting operations. Paragraphs (a) and (b) of the condition
    made substantial revisions to paragraph (a) of the former condition,
    including: (1) Specifying the legal test (due diligence) that OSHA must
    apply to these notification requirements; (2) identifying the Office of
    Technical Programs and Coordination Activities (OTPCA) at national OSHA
    headquarters (not the nearest OSHA area office) or the appropriate
    State-Plan office as the offices to receive notification and the
    required information (i.e., the location of the operation and the date
    the operation will begin); (3) providing contact information (i.e.,
    telephone and facsimile numbers, and email address) for OTPCA; and (4)
    requiring employers to notify OTPCA or the appropriate State-Plan
    office at least 15 days prior to beginning any emergency operation or
    short-notice project that uses the conditions specified by the variance
    of the location and date of the operation or project or, if such an
    operation will occur in less than 15 days, then as soon as possible
    after the employer knows when the operation will begin.
        Former paragraph (b) addressed notification requirements when the
    employer ceases to do business or transfers the activities covered by
    the variance to a successor company. Paragraphs (c) and (d) of
    Condition 20 in this variance expand on the former requirements by: (1)
    Reiterating the legal test (due diligence) that OSHA will apply to
    these notification requirements; (2) specifying that employers notify
    OTPCA of any changes in the location and address of the main office for
    managing the activities covered by the variance; and (3) stipulating
    that OSHA must approve the transfer of the variance to a successor
    company.
        OSHA believes that the revisions made to former Condition 19 by
    Condition 20 in this variance will expedite receipt of information by
    OSHA and State-Plan states regarding the initiation and location of
    hoisting operations covered by the variance, and will clarify that the
    notification requirements apply as well to emergency operations and
    short-term projects. Accordingly, these revisions will improve worker
    safety by ensuring that OSHA and State-Plan states have complete and
    accurate information about the chimney-construction activities covered
    by the variance so that these agencies can carefully monitor employer
    compliance with the conditions specified by the variance. While
    Condition 20 now clearly notifies employers of the legal test they must
    meet in complying with the requirements of this condition, OSHA notes
    that it will not issue a citation if an employer's violation of
    Condition 20 does not immediately affect worker safety or health; in
    these circumstances, OSHA may, however, issue a notice of de minimis
    violation.
        Requiring employers to notify OTPCA of any changes in the location
    and address of their main offices will allow OSHA to communicate
    effectively with employers regarding the status of the variance.
    Stipulating that an employer must have OSHA's approval to transfer a
    variance to a successor company provides assurance that the successor
    company has the resources, and agrees, to comply with the conditions of
    the variance. OSHA believes this requirement is necessary to ensure the
    safety of workers involved in performing the operations covered by the
    variance.
    
    IV. Comments on the Proposed Variance Application
    
        Two public commenters submitted comments on the proposed variance
    application. Additionally, OSHA received comments on the proposed
    variance application from the state of Michigan. See Section II
    ("Multi-State Variance") of this notice for a discussion of
    Michigan's comment.
        The first public commenter was Mr. Barry A. Cole of Cole-Preferred
    Safety Consulting, Inc., who supported granting the permanent variance
    (Document ID No. OSHA-2012-0015-0003). Mr. Cole also provided comments
    unrelated to the published variance applications; these comments
    addressed OSHA's variance and enforcement process, which is beyond the
    scope of the variance application.
        The National Stack and Chimney Safety and Health Advisory Committee
    (NSCSHAC) submitted the second public comment (Document ID No. OSHA-
    2012-0015-0021). This comment: (1) Compared the proposed variance
    conditions to the conditions in the prior chimney variances; and (2)
    addressed the scope of the variance application. NSCSHAC also requested
    a hearing under 29 CFR 1905.15 if OSHA either rejected its comments or
    made substantive revisions to them; OSHA adopted all of NSCSHAC's
    comments without revision, so a hearing is unnecessary.
        The remainder of this section describes the specific comments
    submitted by NSCSHAC, and OSHA's response to them.
        Comment 1: NSCSHAC stated that the second paragraph in the
    Background section of the variance application contained an incorrect
    statement regarding the alternative conditions described in previous
    chimney variances, notably that the conditions applied only to tapered
    chimneys constructed using jump-form construction techniques and
    procedures. NSCSHAC requested that OSHA revise or remove the subject
    sentences from the Background section, and also revise or remove all
    other comparable sentences in the variance application.
        OSHA's response: The Agency made the requested revisions.
        Comment 2: NSCSHAC requested that OSHA modify the scope condition
    (proposed Condition 1) of the variance application such that it covers
    all chimney-related construction, regardless of the construction method
    and configuration, when such construction involves the use of temporary
    personnel hoisting systems. NSCSHAC provided the following rationale
    for its comment:
    
        (1) The language used in the Notice is not the actual language
    included in the Permanent Variance Applications submitted in
    November 2012 (see Variance Application Attachment A; Exhibit No.
    OSHA-2012-0015-0018).
        (2) [NSCSHAC] has demonstrated through it meetings with OSHA
    that the chimney hoist variance is applicable for the two different
    construction methods of jump-form formwork (described as "formwork
    techniques" in the Notice) and slip-form formwork construction,
    regardless of the structural configuration, i.e. tapered or straight
    barreled.
        (3) Chimneys constructed by the slip-form method can also be of
    tapered configurations and need to be included in the variance.
    Slip-form formwork for tapered chimneys has the same conditions for
    use of the chimney hoist system as for slip-form formwork for
    straight barreled chimneys.
        (4) Chimneys constructed by the jump-form method can be tapered
    and straight barrel chimneys, and of small and large diameters. The
    reasons for obtaining a variance for large barreled chimneys are
    similar to the reasons for a variance for small barreled chimneys,
    and include the following:
        I. Per the original variance dated 4/3/73, a hoist (tower) would
    interfere with the design and construction of the proper
    scaffolding. The inside of the chimney for the jump-form formwork
    construction includes support sling cables for the work platform and
    formwork support structure at multiple locations around the
    perimeter of the top sections of concrete, for both large and small
    diameter chimneys. These cables are positioned 360 degrees around
    the circumference at this location, making it almost impossible to
    get any access on the inside of the chimney adjacent to the wall.
    There are also trailing scaffolds that extend down as much as 17 ft.
    on the outside for finishing work and adjusting the equipment. All
    access/egress for the jump-form formwork for small and large barrel,
    and tapered chimneys has always been obtained at a distance away
    from the walls using the chimney hoist system integrated into these
    types of formworks.
        II. The majority of work during the construction of the jump-
    form formwork for small and large straight-barrel, and tapered
    chimneys is at the perimeter wall location, with hazards of falling
    concrete, tools, and equipment. This is the reason for the
    designated exclusion zones and overhead protection, and for locating
    the personnel cage away from the chimney wall.
        III. Small barreled chimneys may have only one liner flue, and
    large barreled chimneys may have multiple liner flues. Therefore,
    the available room inside a large barreled chimney may be no larger
    than for a small barreled chimney regardless of the construction
    methods due to the multiple flues.
        IV. When performing liner construction, access is also required
    to the inside of the chimney liner, which limits the usefulness of
    attaching a hoist tower to the interior or exterior of the chimney
    walls. In addition, when a hoist system is used inside of a liner
    the ability to erect and brace a hoist tower is infeasible due to
    interference with, and the usually unsuitable support provided by,
    the liner while being constructed.
        V. The unique concrete techniques and procedures involved in
    jump-form formwork, similar to slip-form construction, make it also
    difficult and unsafe to attach a hoist tower to both the interior or
    exterior walls of a chimney during construction. The fresh concrete
    is poured into forms that are 7.5 ft. to 10.0 ft. tall on a daily
    basis. As a result of this progressive construction process, the
    concrete wall immediately below the platform for a distance of 15
    ft. to 30 ft. is insufficiently cured to safely attach a hoist tower
    to the wall.
        VI. The frequent extensions of a hoist tower to keep up with the
    moving work platforms involves many difficulties in erection,
    bracing, and guying as was discussed in the original variance in 4/
    3/73. Also discussed were the extra precautions to obtain
    substantial bracing if a hoist tower is constructed, since both the
    chimney and the hoist tower would be exposed to high winds.
    Therefore, personnel would be exposed to greater safety hazards due
    to weather elements, erection procedures, and working underneath the
    work platform and installing a hoist tower to the exterior wall,
    than they would be by using the personnel cage with the hoist
    variance. These difficulties and increased hazards involved in use
    of a hoist tower are applicable to both jump form and slip form
    methods and for both tapered and straight barreled chimneys.
    
        Therefore, according to NSCSHAC, the scope condition (Condition 1)
    of the variance should include tapered chimneys constructed by slip-
    form construction techniques and procedures and large-barreled chimneys
    constructed by jump-form construction techniques and procedures; in
    sum, the variance should apply to all chimneys regardless of
    construction method or structural configuration.
        OSHA's response: The Agency corrected the scope condition in the
    variance (Condition 1) to include both jump-form and slip-form
    construction methods and procedures, regardless of configuration (i.e.,
    straight-barreled or tapered).
        Comment 3: NSCSHAC stated that OSHA should delete or revise
    paragraph (b) of the scope condition (proposed Condition 1) in the
    variance application to apply only to structures other than chimneys,
    and provided the following rationale for this comment:
    
        (1) This paragraph is not in the actual Permanent Variance
    Applications submitted in November, 2012.
        (2) [NSCSHAC] has demonstrated though its meetings with OSHA and
    again with the explanations above, that this variance is applicable
    to small and large straight-barreled chimneys for both jump-form and
    slip form formwork and there should be no further reason to
    demonstrate that it is infeasible to erect a hoist tower inside or
    outside of the structure for these construction methods.
        (3) The condition that "only after demonstrating that it is
    infeasible to erect a hoist tower either inside or outside the
    structure" is subjective and the application of it is unclear. Is
    the grantee to obtain approval from OSHA prior to use? How long will
    it take for OSHA to approve the use on a particular project and will
    this occur during the project bidding stage? Can the work be stopped
    by OSHA until the grantee demonstrates it is infeasible? These and
    other questions create undue schedule and cost concerns for the
    project participants.
    
        OSHA's response: The Agency inadvertently included paragraph (b) in
    proposed Condition 1, and removed the paragraph from the permanent
    variance as requested by NSCSHAC.
        Comment 4: NSCSHAC noted that the last paragraph in the
    Supplementary Information Section (and similar paragraphs throughout the variance)
    unnecessarily limited the scope of the variance application. NSCSHAC
    recommended that OSHA revise this language (and similar language
    elsewhere in the variance application) to include both jump-form and
    slip-form construction techniques and procedures, and straight-barreled
    or tapered configurations. NSCSHAC provided the following rationale for
    this comment: "NSCSHAC has explained above that the variance's scope
    should be broad enough to include jump-form and slip-form formwork
    construction, as well as accommodate different structural
    configurations of large or small-diameter tapered and straight barreled
    chimneys."
        OSHA's response: The Agency made the requested revisions.
        Comment 5: NSCSHAC pointed out that the first and second
    introductory sentences of paragraph (g) of proposed Condition 2
    (Application) are inconsistent regarding the variance application's
    coverage. The first sentence refers to covering construction of tapered
    chimneys, and small-diameter, straight-barreled chimneys and chimney-
    related structures, while the wording of the next (second) sentence
    states that the variance application would cover only the construction
    of tapered chimneys. Accordingly, NSCSHAC requested that OSHA revise
    paragraph (g) to read: "Replacing the personnel cage with a personnel
    platform or a boatswain's chair."
        OSHA's response: The Agency inadvertently limited the second
    introductory sentence of paragraph (g) to tapered chimneys. However,
    because the conditions specified by the permanent variance cover both
    jump-form and slip-form construction techniques and procedures
    regardless of the configuration of the chimney or chimney-related
    structure (i.e., tapered or straight-barreled chimneys and chimney-
    related structures of any diameter) (see OSHA's response to NSCSHAC
    comment 2 above), the Agency removed both introductory sentences from
    the permanent variance.
    
        Note: In addition to the revisions made in response to NSCSHAC's
    comments, OSHA made a number of minor stylistic, technical, or
    editorial corrections to the variance conditions to correct previous
    errors or to improve clarity.
    
    V. Decision
    
        As noted previously in this preamble, from 1973 to the present the
    Agency granted a number of permanent variances from the tackle
    requirements provided for boatswain's chairs by 29 CFR 1926.452(o)(3)
    and the requirements for hoist towers specified by paragraphs (c)(1)
    through (c)(4), (c)(8), (c)(13), (c)(14)(i), and (c)(16) of 29 CFR
    1926.552. In view of the Agency's history with the variances granted
    for chimney construction, OSHA determined that the alternative
    conditions specified by the application will protect employees at least
    as effectively as the requirements of paragraph (o)(3) of 29 CFR
    1926.452 and paragraphs (c)(1) through (c)(4), (c)(8), (c)(13),
    (c)(14)(i), and (c)(16) of 29 CFR 1926.552.
        Under section 6(d) of the Occupational safety and Health Act of
    1970 (29 U.S.C. 655), and based on the record discussed above, the
    Agency finds that when the employers comply with the conditions of the
    following order, the working conditions of the employers' workers will
    be at least as safe and healthful as if the employers complied with the
    working conditions by paragraph (o)(3) of 29 CFR 1926.452, and
    paragraphs (c)(1) through (c)(4), (c)(8), (c)(13), (c)(14)(i), and
    (c)(16) of 29 CFR 1926.552. This decision is applicable in all states
    under Federal OSHA enforcement authority, and in the State-Plan states
    and territories when: (1) The relevant standards are the same as the
    Federal OSHA standards from which the applicants are seeking the
    permanent variance; and (2) the State-Plan state or territory does not
    object to the terms of the variance application (see Section II, Multi-
    State Variance, of this notice for a description of the applicability
    of this decision in State-Plan states and territories).
    
    VI. Order
    
        OSHA issues this order authorizing Kiewit Power Constructors Co. et
    al. ("the employers") to comply with the following conditions instead
    of complying with paragraph (o)(3) of 29 CFR 1926.452, and paragraphs
    (c)(1) through (c)(4), (c)(8), (c)(13), (c)(14)(i), and (c)(16) of 29
    CFR 1926.552. This order applies in Federal OSHA enforcement
    jurisdictions, and in those states with OSHA-approved State plans that
    have identical standards and have agreed to the terms of the variance.
    
    1. Scope
    
        This permanent variance applies to chimney-related construction,
    including work on chimneys, chimney linings, stacks, and chimney-
    related structures such as silos, towers, and similar structures
    (hereafter referred to collectively as "chimney-related structure" or
    "structure,") built using jump-form and slip-form construction
    techniques and procedures, regardless of the structural configuration
    (such as tapered or straight barreled of any diameter) when such
    construction involves the use of temporary personnel hoist systems
    (hereafter referred to as "hoist system") for the transportation of:
        (a) Personnel to and from the bottom landing of a chimney or
    chimney-related structure to working elevations inside or outside of
    the chimney or structure using a personnel cage during construction
    work subject to 29 CFR part 1926, including construction, renovation,
    repair, maintenance, inspection, and demolition; or
        (b) Materials, but not concurrently with hoisting of personnel,
    through attachment of a hopper, material basket, concrete bucket, or
    other appropriate rigging to the hoist system to raise and lower all
    other materials inside or outside a chimney or chimney-related
    structure. See also Condition 2(c)(ii) below.
    
    2. Application
    
        (a) The employer must use a hoist system equipped with a dedicated
    personnel-transport device (i.e., a personnel cage) as specified by
    this variance to raise or lower its workers and/or other construction-
    related tools, equipment, and supplies between the bottom landing of a
    chimney or chimney-related structure and an elevated work location
    while performing construction inside and outside the chimney or
    structure.
        (b) Prior to initial use of the hoist system, the employer must
    have all drawings containing designs and construction details showing
    the integration of the hoist system with the construction technique and
    procedures in use (such as a slip-form construction) sealed by a
    professional engineer registered in the United States. A professional
    engineer registered in the United States also must approve any
    modifications to these drawings.\14\
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        \14\ Any reference to "design" or "designed" in these
    conditions means that a professional engineer registered in the
    United States must approve the design.
    ---------------------------------------------------------------------------
    
        (c) When using a hoist system, the employer must:
        (i) Use the personnel cages raised and lowered by the hoist system
    solely to transport workers with the tools and small supplies necessary
    to do their work (e.g., fasteners, paint, caulk);
        (ii) Attach a dedicated material-transport device directly to the
    hoist rope solely to raise and lower all other materials and tools; and
        (iii) Attach the material-transport device directly to the hoisting
    hook and never to the personnel cage.
        (d) Except for the requirements specified by 29 CFR 1926.552(c)(1)
    through (c)(4), (c)(8), (c)(13), (c)(14)(i), and (c)(16), the employer
    must comply fully with all other applicable provisions of 29 CFR parts
    1910 and 1926.
        (e) When an employer demonstrates that it is infeasible to comply
    with these conditions, the employer may use other devices or methods to
    comply, but only when the employer clearly demonstrates that these
    devices and methods provide its workers with protection that is at
    least equivalent to the protection afforded to them by the conditions
    of this variance.
        (f) The employer must convey any communication, written or verbal,
    required by this variance in a language that each worker can
    understand.
        (g) Replacing a personnel cage with a personnel platform or a
    boatswain's chair.
        The following provisions apply:
        (i) Personnel platform. Before using a personnel platform, an
    employer must:
        (A) Demonstrate that available space makes it infeasible to use a
    personnel cage for transporting employees;
        (B) Limit use of a personnel platform to elevations above the last
    work location that the personnel cage can reach; and
        (C) Use a personnel platform in accordance with requirements
    specified by 29 CFR 1926.1431(s), unless the employer can demonstrate
    that the structural arrangement of the chimney precludes such use.
        (ii) Boatswain's chair. Before using a boatswain's chair, an
    employer must:
        (A) Demonstrate that available space makes it infeasible to use a
    personnel platform for transporting employees;
        (B) Limit use of a boatswain's chair to elevations above the last
    work location that the personnel platform can reach; and
        (C) Use a boatswain's chair in accordance with block-and-tackle
    requirements specified by 29 CFR 1926.452(o)(3), unless the employer
    can demonstrate that the structural arrangement of the chimney
    precludes such use.
    
    3. Definitions
    
        The following definitions apply to this permanent variance; these
    definitions do not necessarily apply in other contexts.
        (a) Authorized person--a person approved or assigned by the
    employer to perform a specific type of duty or duties or to be at a
    specific location or locations at the jobsite.\15\
    ---------------------------------------------------------------------------
    
        \15\ See 29 CFR 1926.32(d).
        * ANSI/ASSE kindly permitted OSHA to use the definition of this
    term from Section 3 of its A10.22-2007 standard, Safety Requirements
    for Rope-Guided and Non-guided Workers' Hoists. In some cases, OSHA
    made slight editorial revisions to the text of the definition for
    clarity.
    ---------------------------------------------------------------------------
    
        (b) Barricade--barrier used to confine or mark off limits to
    access.
        (c) Base-mounted drum hoist--a drum hoist fastened to, and
    supported by, a designed steel frame with mounting attachments for
    securing to a foundation.*
        (d) Broken rope principle--the principle by which, if the main
    support rope fails, the lack of tension will cause the safety clamps
    attached to the personnel cage to grip the guide ropes and stop it
    within 18 inches (457.2mm) (maximum) of travel from the activation
    point.*
        (e) Cage--an enclosed load-carrying unit or car, including its
    platform, frame, enclosure, and gate, in which personnel are
    transported.*
        (f) Cathead--the structure directly supporting the overhead
    sheaves.*
        (g) Competent person--one who is capable of identifying existing
    and predictable hazards in the surroundings or working conditions that
    are unsanitary, hazardous, or dangerous to employees, and who has
    authorization to take prompt corrective measures to eliminate them.\16\
    ---------------------------------------------------------------------------
    
        \16\ See 29 CFR 1926.32(f).
    ---------------------------------------------------------------------------
    
        (h) Deadman control--a constant pressure, hand-operated or foot-
    operated control designed so that, when released, it automatically
    returns to a neutral or deactivated position and stops movement of the
    hoist drum.* (Referred to in this order as "deadman control switch.")
        (i) Design factor--the ratio of the failure load to the maximum
    designed working load. (Also referred to as "Safety Factor" or
    "Factor of Safety.")* (Referred to in this order as "safety
    factor.")
        (j) Exclusion zone--a clearly designated zone around the bottom
    landing of the hoist system designed to restrict the zone to authorized
    persons only.
        (k) Footblock--a wire-rope block mounted at or near the bottom of a
    structure for the purpose of changing the direction of the hoisting
    rope from approximately horizontal to approximately vertical.*
        (l) Hoist (verb)--to raise, lower, or otherwise move a load in the
    air.
        (m) Hoist (noun)--same as "hoist machine."
        (n) Hoist area--the area (including, but not limited to, the area
    directly beneath the load) in which it is reasonably foreseeable that
    partially or completely suspended materials could fall in the event of
    an accident.
        (o) Hoist-way--a clearly designated walkway or path used to provide
    safe access to and from personnel cages.
        (p) Hoist machine--a mechanical device for lifting and lowering
    loads by winding a line onto or off a drum.
        (q) Hoist system--a collection of mechanical devices and support
    equipment assembled and used in combination for lifting and lowering
    loads, including personnel cages.
        (r) Job hazard analysis--an evaluation of the tasks or operations
    involving the use of hoist systems performed to identify potential
    hazards and to determine the necessary controls.
        (s) Lifeline--an independently suspended line used for attaching
    the employee's safety harness lanyard, usually by means of a rope grab,
    as part of the fall-arrest system.*
        (t) Line run--a condition whereby the free end of the hoistline
    (wire rope) may be overhauled by the deadweight of the downline portion
    of the hoistline on the footblock side of the cathead.*
        (u) Non-guided workman's hoist (worker's hoist)--a hoist involving
    the transportation of a person in a boatswain's chair, or equivalent,
    not attached to fixed guide ropes.* (Note: While the conditions of this
    variance do not use this term directly, ANSI A10.22-2007, referenced
    under Condition 11, uses the term.)
        (v) Qualified person--one who, by possession of a recognized
    degree, certificate, or professional standing, or who by extensive
    knowledge, training, and experience, has successfully demonstrated his
    ability to solve or resolve problems relating to the subject matter,
    the work, or the project.\17\
    ---------------------------------------------------------------------------
    
        \17\ See 29 CFR 1926.32(m).
    ---------------------------------------------------------------------------
    
        (w) Rope--wire rope, unless otherwise specified.*
        (x) Rotation-resistant rope--a wire rope consisting of an inner
    layer of strand laid in one direction covered by a layer of strand laid
    in the opposite direction. This has the effect of counteracting torque
    by reducing the tendency of the finished rope to rotate.*
        (y) Safety clamp--a fall-arresting device (or rope-grab) designed
    to grip the lifeline and prevent the person being transported in a
    boatswain's chair, or equivalent, from falling.*
        (z) Static drop test--a test performed by suspending the personnel
    cage in a fixed position with a quick-release device or equivalent
    method separating the cage from the hoistline. The quick-release device
    is tripped allowing the cage to freefall until the safety clamps (cage)
    activate and stop the cage.*
    
        (aa) Total suspended load--the combined weight of any and all
    objects and persons in transport, including the weight of the suspended
    rope.
        (bb) Weatherproof--constructed or protected so that exposure to the
    weather will not interfere with successful operations.*
    
    4. Qualified Person and Competent Person
    
        (a) The employer must:
        (i) Provide one or more competent person(s) and/or qualified
    person(s), as specified in paragraphs (f) and (m) of 29 CFR 1926.32,
    who is/are responsible for ensuring that the installation, maintenance,
    and inspection of the hoist system comply with the conditions specified
    herein, and with the applicable requirements of 29 CFR part 1926
    ("Safety and Health Regulations for Construction"); and
        (ii) Ensure that a competent person(s) is/are present at ground-
    level to assist in an emergency whenever the hoist system is raising or
    lowering workers.
        (b) The employer must use a qualified person to design, and a
    competent person to maintain, the cathead described under Condition 9
    ("Cathead and Sheave") below.
        (c) The employer must train each competent person and each
    qualified person regarding the conditions of this variance and the
    requirements of 29 CFR part 1926 that are applicable to their
    respective roles.
    
    5. Hoist Machine
    
        (a) Type of hoist. The employer must:
        (i) Designate the hoist machine as a hoist system; and
        (ii) Use and maintain the hoist machine in accordance with the
    manufacturer's instructions. When the manufacturer's instructions are
    not available, the employer must ensure that a qualified person
    develops written instructions, and that these instructions are
    available on-site.
        (b) Raising or lowering a transport. The employer must ensure that:
        (i) The hoist machine includes a base-mounted drum hoist designed
    to control line-speed;
        (ii) When lowering an empty or occupied transport, the drive
    components are engaged continuously (i.e., "powered down" or not
    "freewheeling");
        (iii) The drive system is interconnected, on a continuous basis,
    through a torque converter, mechanical coupling, or an equivalent
    coupling (e.g., electronic controller, fluid clutches, and hydraulic
    drives);
        (iv) The braking mechanism is applied automatically when the
    transmission is in the neutral position and a forward-reverse coupling
    or shifting transmission is being used; and
        (v) No belts are used between the power source and the winding
    drum.
        (c) Power source. The employer must power the hoist machine by an
    air, electric, hydraulic, or internal-combustion drive mechanism.
        (d) Constant-pressure control switch. The employer must equip the
    hoist machine with a hand-operated or a foot-operated constant-pressure
    control switch (i.e., a "deadman control switch") that deactivates
    the engine and stops the hoist rotation immediately upon release by the
    hoist operator.
        (e) Line-speed indicator. The employer must:
        (i) Equip the hoist machine with a line-speed indicator maintained
    in working order; and
        (ii) Ensure that the line-speed indicator is in clear view of the
    hoist operator during hoisting operations.
        (f) Overspeed. The employer must equip the hoist machine with an
    audible or visual overspeed-indicator alarm that will activate before
    the line-speed exceeds 275 feet per minute (includes 10% overspeed
    allowance) when transporting personnel.
        (g) Braking systems. The employer must equip the hoist machine with
    at least two (2) independent braking systems (i.e., one automatic and
    one manual) applied on the winding side of the clutch or couplings,
    with each braking system capable of stopping and holding 150 percent of
    the maximum rated line load.
        (h) Slack-rope protection. The employer must equip the hoist
    machine with a slack-rope device to prevent rotation of the winding
    drum under slack-rope conditions, or a slack-rope circuit that stops or
    limits the hoist speed to a creep speed when there is no tension on the
    load line.
        (i) Frame. The employer must ensure that the frame of the hoist
    machine is a self-supporting, rigid, steel structure, and that holding
    brackets for anchor lines and legs for anchor bolts are integral
    components of the frame in accordance with the applicable design
    drawings.
        (j) Stability. The employer must secure hoist machines in position
    to prevent movement, shifting, or dislodgement in accordance with the
    applicable design drawings.
        (k) Location. The employer must:
        (i) Locate the hoist machine far enough from the footblock to
    obtain the correct fleet angle for proper winding or spooling of the
    cable on the drum; and
        (ii) Ensure that the fleet angle remains between one-half degree
    (\1/2\[deg]) and one and one-half degrees (1\1/2\[deg]) for smooth
    drums, and between one-half degree (\1/2\[deg]) and two degrees
    (2[deg]) for grooved drums, with the lead sheave centered on the
    drum.\18\
    ---------------------------------------------------------------------------
    
        \18\ This provision adopts the definition of, and specifications
    for, fleet angle from Cranes and Derricks, H. I. Shapiro, et al.
    (eds.); New York: McGraw-Hill; 3rd ed., 1999, page 592. Accordingly,
    the fleet angle is "[t]he angle the rope leading onto a [winding]
    drum makes with the line perpendicular to the drum rotating axis
    when the lead rope is making a wrap against the flange."
    ---------------------------------------------------------------------------
    
        (l) Drum and flange diameter. The employer must:
        (i) Provide a winding drum for the hoist that is at least 30 times
    the nominal diameter of the rope used for hoisting; and
        (ii) Ensure that the winding drum has a flange diameter that is at
    least one and one-half (1\1/2\) times the winding-drum diameter.
        (m) Spooling of the rope. The employer must never spool the rope
    closer than two (2) inches (5.1 cm) from the outer edge of the winding-
    drum flange when the hoist is in operation.
        (n) Minimum rope turns on drum. The employer must ensure that the
    drum has three turns of rope when the hoist load is at the lowest point
    of travel, and that the hoist end of the rope is mechanically secured
    to the hoist drum in accordance with the manufacturer's instructions.
        (o) Electrical system. The employer must ensure that all electrical
    equipment is weatherproof.
        (p) Grounding. The employer must ensure that the hoisting machine
    is grounded at all times in accordance with the requirements of 29 CFR
    1926.404(f).
        (q) Limit switches.
        (i) When the employer uses a hoist system with a personnel cage,
    the employer must equip the hoist system with limit switches and
    related equipment that automatically prevent overtravel of the
    transport device at the top of the supporting structure and at the
    bottom of the hoist-way or lowest landing level.
        (ii) When the employer uses a hoist system with a material-
    transport device, the employer must equip the hoist system with limit
    switches and related equipment that automatically prevents overtravel
    of material-transport devices at the top of the support structure.
        (r) Guarding. The employer must guard effectively all exposed
    moving parts such as gears, projecting screws, setscrews, chains,
    cables, belts, chain sprockets, and reciprocating or rotating parts,
    that might constitute a hazard under normal operating conditions.
    (Note: OSHA considers a hoist drum that has access limited to authorized persons as guarded.)
        (s) Overhead Protection. The employer must provide a shelter or
    enclosure to protect the hoist operator, hoist machine, and associated
    controls from falling or moving objects.
        6. Methods of Operation
        (a) Worker qualifications and training. The employer must:
        (i) Ensure that each personnel hoist operator and each of their
    supervisors have effective and documented training in the safe
    operation of hoist machines covered by this variance.
        (ii) Ensure that only a trained and authorized person operates the
    hoist machine.
        (iii) Provide effective and documented instruction, before initial
    use, to each worker who uses a personnel cage for transportation
    regarding the safe use of the personnel cage and its emergency systems.
    The employer must repeat the instruction periodically and as necessary
    (e.g., after making changes to the personnel cage that affect its
    operation).
        (b) Use of job hazard analyses (JHAs). The employer must:
        (i) Complete one or more JHAs for the operation of the hoist
    system; and
        (ii) Review, periodically and as necessary (e.g., after making
    changes to the hoist machine that affect its operation), the contents
    of the JHA with affected personnel.
        (c) Speed limitations. The employer must not operate the hoist at a
    speed in excess of:
        (i) 250 feet per minute \19\ or the design speed of the hoist
    system, whichever is lower, when using a personnel cage to transport
    workers, and slow the hoist appropriately at the extremes of hoist
    travel. (Note: The employer may use a line-speed that is consistent
    with the design limitations of the hoist system when hoisting material
    (i.e., using a dedicated material-transport device) on the hoist
    system); or
    ---------------------------------------------------------------------------
    
        \19\ When including 10% overspeed, the maximum hoist speed must
    not exceed 275 feet per minute.
    ---------------------------------------------------------------------------
    
        (ii) 100 feet per minute when a personnel platform or boatswain's
    chair is being used to transport workers.
        (d) Communication. The employer must:
        (i) Use an electronic voice-communication system (such as two-way
    radio) at all times for communication between the hoist operator and
    the workers located in a moving personnel cage, personnel platform, or
    boatswain's chair;
        (ii) Stop hoisting if there is (a) a failure of communication, or
    (b) activation of a stop signal from the workers in the personnel cage,
    personnel platform, or boatswain's chair; resume hoisting only when a
    supervisor determines that it is safe to do so.
    
    7. Hoist Rope
    
        (a) Grade. The employer must use a wire rope for the hoist system
    (i.e., "hoist rope") that consists of extra-improved plow steel, an
    equivalent grade of non-rotating rope, or a regular lay rope with a
    suitable swivel mechanism.
        (b) Safety factor. For personnel hoisting, the employer must
    maintain a safety factor of at least eight and nine-tenth (8.9) times
    the total suspended load throughout the entire length of hoist rope
    (including the weight of the suspended rope).
        (c) Size. The employer must use a hoist rope that is at least one-
    half (\1/2\) inch in diameter.
        (d) Rope lay. Except when using rotation-resistant rope, the
    employer must use preformed regular-lay rope. The direction of exterior
    lay (right or left) must match the drum termination and winding
    characteristics.
        (e) Inspection, removal, and replacement. The employer must:
        (i) Thoroughly inspect the hoist rope before the start of each job,
    and on completing a new set-up;
        (ii) Maintain the proper diameter-to-diameter ratios between the
    hoist rope and the footblock and the sheave by inspecting the wire rope
    regularly (see Conditions 8(c) and 9(d), below); and
        (iii) Remove and replace the wire rope with new wire rope when any
    condition specified by 29 CFR 1926.552(a)(3) occurs.
        (f) Attachments. The employer must attach the rope to a personnel
    cage, personnel platform, or boatswain's chair using a positive
    connection such as:
        (i) A screw-pin shackle with the pin secured from rotation or
    loosening by mousing to the shackle body;
        (ii) A bolt-type shackle, nut, and cotter pin; or
        (iii) A positive-locking link.
        (g) Wire-rope fastenings. When the employer uses clip fastenings
    (e.g., U-bolt wire-rope clips) with wire ropes, the employer must:
        (i) Use Table H-20 of 29 CFR 1926.251 to determine the number and
    spacing of the clips;
        (ii) Use at least three (3) drop-forged clips at each fastening;
        (iii) Install the clips with the "U" of the clips on the dead end
    of the rope and the live end resting in the clip saddle;
        (iv) Space the clips so that the distance between them is a minimum
    of six (6) times the diameter of the rope.
        (v) Tighten the clips evenly in accordance with the manufacturer's
    specification;
        (vi) Following initial application of the load to the rope,
    retighten the clip nuts to the specified torque to compensate for any
    decrease in rope diameter caused by the load; and
        (vii) Retighten the rope clip nuts periodically to compensate for
    any further decrease in rope diameter during usage.
        (h) Rotation-resistant ropes and swivels. The employer must not use
    a swivel anywhere in the system when using rotation-resistant ropes
    unless approved by the wire-rope manufacturer.
        (i) Rope protection. The employer must:
        (i) Barricade the hoisting rope between the hoisting machine and
    the footblock;
        (ii) Protect the hoisting rope from abrasive contact with the
    ground; and
        (iii) When the hoisting rope is subject to falling material or
    debris, protect it from such hazards.
    
    8. Footblock
    
        (a) Type of footblock. Except as provided in paragraph (d) of this
    condition, the employer must use a footblock:
        (i) Consisting of construction-type rope blocks of solid single-
    piece bail with a safety factor of at least five (5), or an equivalent
    block with roller bearings;
        (ii) Designed for the applied loading, size, and type of wire rope
    used for hoisting;
        (iii) Designed for returning the rope to the sheave groove after a
    slack-rope condition, or equipped with a guard that contains the wire
    rope within the sheave groove;
        (iv) Attached to the base according to the design drawings, with
    the anchorage being capable of sustaining at least eight (8) times the
    resultant force of the horizontal and vertical loads transmitted by the
    hoisting rope; and
        (v) Designed and installed so that it turns the moving wire rope to
    and from the horizontal or vertical direction as required by the
    direction of rope travel.
        (b) Directional change. The employer must ensure that the angle of
    change in the hoist rope from the horizontal to the vertical direction
    at the footblock is approximately 90[deg] (degrees).
        (c) Diameter. The employer must ensure that the line diameter of
    the footblock sheave is at least 24 times the diameter of the hoist
    rope.
        (d) Sheave substitute. The employer may substitute a properly
    mounted sheave, as specified in Condition 9
    below ("Cathead and Sheaves"), for the footblock described in this
    condition.
    
    9. Cathead and Sheaves
    
        (a) Sheave support. The employer must use a cathead (i.e.,
    "overhead support") constructed of steel or aluminum that consists of
    a wide-flange beam, or two (2) channel sections securely bolted back-
    to-back, according to the design drawings, to prevent spreading.
        (b) Installation. The employer must ensure that:
        (i) All sheaves revolve on shafts that rotate on bearings; and
        (ii) The bearings are mounted securely to maintain the proper
    bearing position at all times.
        (c) Rope guides. The employer must provide each sheave with
    appropriate rope guides to prevent the hoist rope from leaving the
    sheave grooves when the rope vibrates or swings abnormally.
        (d) Diameter. The employer must use a sheave with a line diameter
    that is at least 24 times the diameter of the hoist rope.
        (e) Design basis. The employer must ensure that:
        (i) The design of the cathead assembly conforms to the American
    Institute of Steel Construction (AISC) Manual of Steel Construction or
    the Aluminum Association's Aluminum Design Manual, whichever manual is
    appropriate to the material used; and
        (ii) The cathead has a safety factor of at least five (5) for
    personnel and material hoisting.
        (f) Clearance. The employer must provide:
        (i) Adequate clearance so that there will be no contact between the
    bottom of cathead and the cable attachment at the top of the hoist
    cage; and
        (ii) A path free of obstruction (clear travel) along the full
    length of the guide ropes.
        (g) Sheave substitute. The employer may substitute construction
    blocks, of the type described in Condition 8(a)(i) above, for the top
    sheaves. (Note: See also Condition 8(d) above.)
    
    10. Guide Ropes
    
        (a) Number and construction. The employer must:
        (i) Securely affix two (2) guide ropes to the cathead or to
    overhead supports designed for the purpose of accepting the guide
    ropes; and
        (ii) Ensure that the guide ropes:
        (A) Consist of steel wire rope not less than one-half (1/2) inch
    (1.3 cm) in diameter; and
        (B) Be free of damage or defect at all times per 29 CFR
    1926.552(c)(17)(iv).
        (b) Guide rope fastening and alignment tension. During the hoisting
    of personnel, the employer must ensure that one end of each guide rope
    is fastened securely to the overhead support, and that appropriate
    tension is applied at the foundation end of the rope.
        (c) Height. The employer must install the guide ropes along the
    entire height of hoist travel.
    
    11. Personnel Cage
    
        (a) Construction. The employer must ensure that the frame of the
    personnel cage is capable of supporting a load that is eight (8) times
    its rated load capacity. The employer also must ensure that the
    personnel cage has:
        (i) A top and sides that are permanently enclosed (except for the
    entrance and exit);
        (ii) A floor securely fastened in place;
        (iii) Walls that consist of 14-gauge, one-half (1/2) inch expanded
    metal mesh, or an equivalent material;
        (iv) Walls that cover the full height of the personnel cage between
    the floor and the overhead covering;
        (v) A sloped roof constructed of at least three-sixteenth (3/16)
    inch steel plate, or material of equivalent strength and impact
    resistance, that slopes to the outside of the personnel cage;
        (vi) Safe handholds (e.g., rope grips--but not rails or hard
    protrusions when their presence creates an impact hazard) that
    accommodate each occupant; and
        (vii) Attachment points for workers to secure their personal fall-
    arrest protection systems.
        (b) Overhaul weight. The employer must ensure that the personnel
    cage has an overhaul weight (e.g., a headache ball) to compensate for
    the weight of the hoist rope between the cathead and footblock. In
    addition, the employer must:
        (i) Ensure that the overhaul weight is capable of preventing line
    run; and
        (ii) Use a means to restrain the movement of the overhaul weight so
    that the weight does not interfere with safe personnel hoisting.
        (c) Gate. The employer must ensure that the personnel cage has a
    gate that:
        (i) Guards the full height of the entrance opening; and
        (ii) Has a functioning mechanical latch that prevents accidental
    opening.
        (d) Operating procedures. The employer must post the procedures for
    operating the personnel cage conspicuously at the bottom landing.
        (e) Capacity. The employer must:
        (i) Ensure that the rated load capacity of the cage is at least 250
    pounds for each occupant hoisted, or actual weight if the person
    exceeds 250 pounds; and
        (ii) Hoist at any one time no more than the number of occupants for
    which the cage is designed.
        (f) Worker notification. The employer must post a sign on each
    personnel cage notifying workers of the following conditions:
        (i) The standard rated load (in pounds), as determined by the
    initial static drop-test specified by Condition 11(g) ("Static drop-
    tests");
        (ii) The designated number of occupants for which the cage is
    designed; and
        (iii) Any reduction in rated load capacity (in pounds) if
    applicable (e.g., due to a change in conditions of the specific job).
        (g) Static drop-tests. The employer must:
        (i) Conduct static drop tests of each personnel cage that comply
    with the static drop-test procedures provided in Section 13
    ("Inspections and Tests") of American National Standards Institute
    (ANSI) standard A10.22-2007 ("Safety Requirements for Rope-Guided and
    Non-Guided Workers' Hoists");
        (ii) Perform the initial and subsequent static drop-tests at the
    rated load of the personnel cage; and
        (iii) Use a personnel cage for raising or lowering workers only
    when no damage occurred to the components of the cage as a result of
    the static drop-tests.
        (h) Platform guides. The employer must provide:
        (i) Adequate guards, beveled or cone-shaped attachments, or
    equivalent devices at the underside of the working platform or on the
    cage to prevent catching when the cage passes through the platform at
    the top landing; and
        (ii) Sufficient clearance or adequate guarding to prevent catching
    or snagging when the cage passes through intermediate landings.
    
    12. Safety Clamps
    
        (a) Fit to the guide ropes. The employer must:
        (i) Fit appropriately designed and constructed safety clamps to the
    guide ropes; and
        (ii) Ensure that the safety clamps do not damage the guide ropes
    when the cage is in motion.
        (b) Attach to the personnel cage. The employer must attach safety
    clamps to each personnel cage for gripping the guide ropes.
        (c) Operation. The employer must ensure that the safety clamps
    attached to the personnel cage:
        (i) Operate on the "broken rope principle";
        (ii) Be capable of stopping and holding a personnel cage that is
    carrying 100 percent of its maximum rated load and traveling at its
    maximum allowable speed if the hoist rope breaks at the footblock; and
        (iii) Use a pre-determined and pre-set clamping force (i.e., the
    "spring compression force") for each hoist system.
        (d) Maintenance. The employer must keep the safety-clamp assemblies
    clean and functional at all times.
    
    13. Overhead Protection
    
        The employer must provide overhead protection for workers to access
    the bottom landing of the hoist system.
    
    14. Emergency-Escape Device
    
        (a) Location. For workers using a personnel cage, the employer must
    provide an emergency-escape device, adequate to allow each worker being
    hoisted to escape, in at least one of the following locations:
        (i) In the personnel cage, provided that the device is long enough
    to reach the bottom landing from the highest possible escape point; or
        (ii) At the bottom landing, provided that a means is available in
    the personnel cage for an occupant to raise the device to the highest
    possible escape point.
        (b) Operating instructions. The employer must ensure that written
    instructions for operating the emergency-escape device are attached to
    the device.
        (c) Training. The employer must provide effective and documented
    training, as specified by Condition 6(a)(iii) above, to each worker who
    uses a personnel cage for transportation on how to operate the
    emergency-escape device so as to effect a safe descent in case of an
    emergency.
    
    15. Personnel Platforms and Boatswain's Chairs
    
        The employer must:
        (a) Comply with the applicable requirements specified by paragraphs
    (b) through (r) of 29 CFR 1926.1431, Hoisting personnel, when electing
    to replace the personnel cage with a personnel platform in accordance
    with Condition 2(g)(i);
        (b) Comply with the applicable requirements specified by 29 CFR
    1926.1431(s) and 1926.452(o)(3) when electing to replace the personnel
    platform with a boatswain's chair in accordance with Condition
    2(g)(ii).
    
    16. Protecting Workers From Fall and Shearing Hazards
    
        The employer must:
        (a) Ensure that the hoist areas meet the requirements of 29 CFR
    1926.501(b)(3) for hoist areas;
        (b) Protect each worker in a hoist-way area from falling six (6)
    feet or more to lower levels by using guardrail systems that meet the
    requirements of 29 CFR 1926.502(b) or personal fall-arrest systems that
    meet the requirements of 29 CFR 1926.502(d);
        (c) Ensure that workers using personnel cages secure their fall-
    arrest systems to attachment points located inside the cage if the door
    of the personnel cage needs to be opened for emergency escape; and
        (d) Provide safe access to and from personnel cages.
        (e) Shearing hazards. The employer must:
        (i) Provide workers who use personnel platforms or boatswain's
    chairs with instruction on the shearing hazards posed by the hoist
    system (e.g., work platforms, scaffolds), and the need to keep their
    limbs or other body parts clear of these hazards during hoisting
    operations;
        (ii) Provide the instruction on shearing and struck-by hazards:
        (A) Before a worker uses a personnel platform or boatswain's chair
    at the worksite; and
        (B) Periodically, and as necessary, thereafter, including whenever
    a worker demonstrates a lack of knowledge about the hazards or how to
    avoid the hazards, a modification occurs to an existing shearing or
    struck-by hazard, or a new shearing or struck-by hazard develops at the
    worksite; and
        (iii) Attach a readily visible warning to each personnel platform
    and boatswain's chair notifying workers in a language they understand
    of potential shearing hazards they may encounter during hoisting
    operations, and that uses the following (or equivalent) wording:
        (A) For personnel platforms: "Warning--To avoid serious injury,
    keep your hands, arms, feet, legs, and other parts of your body inside
    this platform while it is in motion"; and
        (B) For boatswain's chairs: "Warning--To avoid serious injury, do
    not extend your hands, arms, feet, legs, or other parts your body from
    the side or to the front of this chair while it is in motion."
    
    17. Exclusion Zone
    
        The employer must:
        (a) Establish a clearly designated exclusion zone around the bottom
    landing of the hoist system designed to restrict the zone to authorized
    persons only;
        (b) The periphery of the exclusion zone must be:
        (i) Designed to keep unauthorized persons out of the zone;
        (ii) Well defined by visible boundary demarcation;
        (iii) Established with entry and exit points; and
        (iv) Posted with readily visible warning signs limiting access.
        (c) During personnel hoisting, prohibit any worker from entering
    the exclusion zone except authorized persons involved in accessing a
    personnel cage, and then only when the device is at the bottom landing
    and not in operation (i.e., when the drive components of the hoist
    machine are disengaged and the braking mechanism is properly applied);
    and
        (d) When hoisting material with the personnel hoist system,
    prohibit any worker from entering the exclusion zone except to access a
    material-transport device, and then only when the device is near the
    bottom landing for the purpose of loading, attaching, landing, or
    tagging the load.
    
    18. Inspections, Tests, and Accident Prevention
    
        (a) The employer must initiate and maintain a program of frequent
    and regular inspections of the hoist system and associated work areas
    as required by 29 CFR 1926.20(b)(2) by:
        (i) Ensuring that a competent person conducts daily visual checks
    and weekly inspections of the hoist system, and an inspection before
    reuse of the system following periods of idleness exceeding one week;
        (ii) Ensuring that the competent person conducts tests and
    inspections of the hoist system in accordance with 29 CFR
    1926.552(c)(15); and
        (iii) Ensuring that a competent person conducts weekly inspections
    of the work areas associated with the use of the hoist system.
        (b) If the competent person determines that the equipment
    constitutes a safety hazard, the employer must remove the equipment
    from service and not return the equipment to service until the employer
    corrects the hazardous condition and has the correction approved by a
    qualified person.
        (c) The employer must maintain at the jobsite, for the duration of
    the job, records of all tests and inspections of the hoist system, as
    well as associated corrective actions and repairs.
    
    19. Welding
    
        (a) The employer must ensure that only welders qualified in
    accordance with the requirements of the American Welding Society weld
    components of the hoist system. Accordingly, these welders must meet
    the qualification requirements of American Welding Society (AWS) D1.1
    Structural Welding Code--Steel, or AWS D1.2 Structural Welding Code--
    Aluminum, as applicable.
        (b) The employer must ensure that these welders:
        (i) Are familiar with the weld grades, types, and materials
    specified in the design of the system; and
        (ii) Perform the welding tasks in accordance with 29 CFR part 1926,
    subpart J ("Welding and Cutting").
    
    20. OSHA Notification
    
        (a) To assist OSHA in administering the conditions of this
    variance, the employer must exercise due diligence in notifying the
    Office of Technical Programs and Coordination Activities (OTPCA) at
    OSHA's national headquarters, or the appropriate State-Plan Office, of:
        (i) Any chimney-related construction operation using the conditions
    specified herein, including the location of the operation and the date
    the operation will commence, at least 15 calendar days prior to
    commencing the operation;
        (ii) Any emergency operation or short-notice project using the
    conditions specified herein, and when 15 days are not available before
    start of work, as soon as possible after the employer knows when the
    operation will commence. This information must include the location and
    date of the operation;
        (b) The employer can notify OTPCA at OSHA's national headquarters
    of pending chimney-related construction operations by:
        (i) Telephone at 202 639-2110;
        (ii) Facsimile at 202 693-1644; or
        (iii) Email at VarianceProgram@dol.gov
        (c) To assist OSHA in administering the conditions of this
    variance, the employer must exercise due diligence by informing OTPCA
    at OSHA's national headquarters as soon as possible after it has
    knowledge that it will:
        (i) Cease to do business;
        (ii) Change the location and address of the main office for
    managing the activities covered by this variance; or
        (iii) Transfer the activities covered by this variance to a
    successor company.
        (d) OSHA must approve the transfer of this variance to a successor
    company.
    
    VII. Authority and Signature
    
        David Michaels, Ph.D., MPH, Assistant Secretary of Labor for
    Occupational Safety and Health, U.S. Department of Labor, 200
    Constitution Ave. NW., Washington, DC, authorized the preparation of
    this notice. OSHA is issuing this notice under the authority specified
    by 29 U.S.C. 655, Secretary of Labor's Order No. 1-2012 (76 FR 3912;
    Jan. 25, 2012), and 29 CFR part 1905.
    
        Signed at Washington, DC, on September 24, 2013.
    David Michaels,
    Assistant Secretary of Labor for Occupational Safety and Health.
    [FR Doc. 2013-23625 Filed 10-1-13; 8:45 am]
    BILLING CODE 4510-26-P