Fabricating a storage room inside a large warhouse

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The discussion centers on fabricating a storage room within a large warehouse measuring 46 feet wide, 74 feet long, and 10 feet high. The existing warehouse features substantial steel trusses (S8 x 23) on 25-foot centers and 4-inch steel angle joists. The user seeks advice on how to create an open storage room without support beams, considering options like tying into the existing steel joists or constructing a self-supporting saw-tooth roof. It is concluded that professional consultation with a licensed architect or structural engineer is essential for safety and compliance with building regulations.

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  • Knowledge of building codes and permit requirements
  • Experience with HVAC and dehumidification systems
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Warehouse managers, construction project managers, architects, and structural engineers involved in warehouse modifications and storage solutions.

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I am wanting to fabricate a storage room inside a large warehouse. The room will be 46 feet wide x 74 feet long x 10 foot ceiling. We will store tooling inside this room. I have the HVAC, dehumidifier, pedestrian doors and rollup door figured out, but here is my problem:
The ceiling joists of the warehouse are 16 feet from the floor. I need an open storage room - no support beams - in the new room.
I have been trying to figure out the best method to span those distances. Can I tie into the existing joists, which are steel, and if so, what would be the best way to do that? Thanks.
 
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Depends on strength of joists. I have seen some roofs which are incredibly flimsy and likely can not safely support anything besides its own weight.
Generally, if relaying on upper roof strength, i would recommend lower roof to be made in gable shape and to connect to lower roof at one line at top of ridge through the number of short variable-length connecting rods - in this case you will have less trouble compensating for inevitable elastic deformation of upper roof.

If the upper roof is too flimsy, good solution for self-supporting large span lower roof is the saw-tooth shaped roof.
 
Thanks, trurle. There are substantial trusses on the warehouse made of thick steel I-beam, S8 x 23, on 25-foot centers. The joists are 4 inch steel angle x 3/8" thick. It's a pretty hefty roof structure.
Would fabricating a frame, tying that frame into the existing roof structure and then to the new ceiling members work? Or is that overkill?
 
Welcome to PF. Sorry, but this sort of thing requires a licensed architect and/or structural engineer, and a building permit, not a do-it-yourself via information from the internet. Thread closed.
 
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