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[SEAOC] ????metal deck conn for out of plane loading????

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     Does anyone know of a source on design of deck fasteners for out of 
     plane (uplift) loading?
     Anyone has any recommendations on use of puddle welds (somewhat 
     unreliable quality) vs mechanical attachment?
     My situation: roof decking must be designed for a net uplift in the 
     range of 36 to 86 psf.
     Thanks for any responce.