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Fire Rated Assembly for Interior Partition

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L Gene Bartlett

Structural
Joined
May 22, 2020
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1
Location
US
100'x100' Metal Building Project with Work Bays with 1,000 sq.ft. Office Area
Partition separating the Office & Work Bays as follows:
5/8" "Type X" Gyp. Brd. Ea. Side on
6" (16 Ga.) Metal Studs @ 16" o.c. up to the bottom of metal roof <18'-2" min.>
5 psf
L/360
(600S162-16) ClarkDietrich Metal Studs
Using HILTI Fire Stop to Cont. Seal Partition @ Metal Building Roof Panels

What is the UL Design for this partition?
Fire Rated Assembly Submittal for Building Permit
 
 https://files.engineering.com/getfile.aspx?folder=209b22ca-5b9d-4bc9-ac62-e4eb8c0fa801&file=A2.1_Proposed_Floor_Plan.pdf
See the linked document, p.9-23. Link
 
This really is a question for the architect. Normally, you choose the wall components based on the assembly's tested UL rating rather than design a wall section and then thumb through the UL catalog hoping to find something which matches.

While you are at it, ask the architect how this tall relatively rigid wall is going to work with a building which is likely to be extremely flexible (3" of sway or more horizontally and 4" or more of vertical deflection).
 
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