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    Ask the Expert WebinarSeptember 12, 2006

    Untangling the Confusion with FM 1-29

    presented by

    Mark S. GrahamAssociate Executive Director, Technical Services

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    Topics Who is FM Global?

    Wind design

    Changes in FM 1-29 (January 2006)

    Future anticipated changes to FM 1-29

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    FM Global

    Insurance company: Headquarters in Rhode Island

    4,700+ employees/1,500+ engineers

    $3.9 billion premiums

    $4.4 billion policyholder surplus

    A.M Best A+ (Superior)/Fitch AA (Very Strong)

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    FM Approvals Property loss prevention-based testing

    Third party certification of products andservices

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    FM GlobalLoss Prevention Data Sheets (FM 1-29)

    FM ApprovalsApprovals (I-60, I-75, I-90, etc.)

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    Wind DesignA roof systems resistance capacity

    needs to be greater than theanticipated design wind uplift load

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    Wind design cont.

    Design Wind Load

    ASCE 7

    IBC Chapter 16

    FM 1-28

    Wind Resistance

    UL 580

    UL 1897

    FM 4450FM 4470

    FM 4474

    FM 1-29

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    FM 1-28

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    Examples of I = 1.15

    Buildings that represent a substantial hazard to

    human life:--Facilities where 300 or more people congregate

    --Daycare centers with capacity > 150

    --School facilities with capacity > 250

    --College facilities with capacity > 500--Health care facilities capacity > 50

    --Jails and detention enters

    --Power generating stations

    --Water/sewer treatment facilities

    --Telecommunications facilities

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    FMs design wind load procedure

    is conservative.

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    Wind Design cont.FM Global Roofing Industry ForumJune 22, 2006

    In non-hurricane prone regions, most buildings donot require a I-90 design.

    For enclosed buildings less than 90 ft. high in a 90mph or less basic wind speed region, I-60 or I-75designs are appropriate.

    Only very tall buildings (typically not steel roofdeck) and buildings in hurricane prone regionsrequire a I-90 design.

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    Roof Field, Perimeter and Corners

    Wind Design cont.

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    Perimeter and CornersFM 1-29 prior to January 2006 revision

    Roof field: Design pressure

    Perimeter: 50% increase

    Corners: 75% increase

    *Round up to next whole numberof fasteners

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    Revision of Factory Mutuals

    Loss Prevention Data Sheet 1-29

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    FM Globals rationale

    Loss experience in 2004 and 2005 About 70% of all property losses are due to

    human factors. Poor roofing-related

    workmanship is a recurring concern. About 98% of Hurricane Katrina losses

    occurred below design wind speeds.

    FM Globals policyholders (mutual) aredemanding improved wind performance.

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    Future Changes Being Considered

    Clarify I-75/I-90 transition

    Clarify where I-90 or greater is applicable

    Clarify where prescriptive approach isapplicable

    Require FM 1-52 (bubble test) in hurricane-

    prone regions

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    NRCA is seriously concerned with theimplications of the pending FM 1-52

    testing requirement

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    Questions

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    Additional resources

    FM RoofNav: www.roofnav.com FM 1-29 updated, Professional Roofing,

    May 2006 FM 1-29 revisited, Professional Roofing,

    August 2006 Concerns with field uplift testing,

    Professional Roofing, September 2006

    Do you overspecify? Professional Roofing,December 2005

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    Mark S. GrahamAssociate Executive Director, Technical Services

    National Roofing Contractors Association10255 West Higgins Road, Suite 600

    Rosemont, IL 60018-5607

    (847) 299-9070

    1-800-323-9545FAX: (847) 299-1183

    E-mail: [email protected] site: www.nrca.net

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    Next Ask The Expert WebinarOSHA Inspections:

    A Compliance Officers Perspective

    November 21, 2006www.nrca.net