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Also, the increased number of fasteners required by FM may not be sufficient to comply with the perimeter and corner loads derived from the building code. Therefore, if FM resistance data are specified, it is prudent for the architect to separately specify the resistance for the field of the roof (1-75 in the... show more Also, the increased number of fasteners required by FM may not be sufficient to comply with the perimeter and corner loads derived from the building code. Therefore, if FM resistance data are specified, it is prudent for the architect to separately specify the resistance for the field of the roof (1-75 in the example above), the perimeter (1-130), and the corner (1-190).

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