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Clerestory Glazing Requirements at New Add. between Exist Bldgs?

ETThompson

SAWHORSE
Joined
May 19, 2017
Messages
190
Location
Columbus, Ohio
Hi,

Wondering about the following situation, specifically on clerestory glazing protection at adjacencies to existing buildings.

We're working on a project for a ballet/dance company (rehearsal and class studios, a performance space, set and lighting storage, and admin/office spaces). There are two existing buildings we're working with, one mainly for performance (in which we're adding a new dance studio) + storage, and one studios and admin (see diagrammatic plan and section attached).

We're under the Ohio Building Code 2017 which is based on the 2015 IBC. We're figuring the studios can be "B" under the "skills and training" language in B. Therefore the building housing admin and studios is overall B. This building is approx. 34,100sf and includes a small (3,800 sf) mezzanine office level. The intent/desire is *not* to sprinkler this existing space, and we're assuming a Fire Wall (3 hr per 706.4) between this and the remainder of the project.

The performance /storage building (about 20,500sf) includes the Auditorium (A-1), a new dance studio (B), and storage (S-1, due to large sets, lumber,etc). Auditorium would have about 240 occupants based on fixed seating.

The new addition we're proposing (about 3,500sf) connects the two buildings and functions as a multipurpose / gathering / entry galleria space. We're assuming it is A-3 (possibly A-2 since it will occasionally be used to serve food at functions). We're figuring this will be construction type IIIB.

The performance building and the new entry/multifunction would be fully sprinkelered.

So in summary, after our addition there would be two 'buildings' for the purposes of the code - the non-sprinkelered performance building to the south, and the new sprinkelered addition/multifunction space + performance building to the north, separated by a 3-hr Fire Wall.

We're proposing a roof spanning between the two buildings, above the level of the existing roofs, and would like to include clerestory glazing for natural light, immediately above and roughly in line with the adjacent walls of the existing buildings.

First, are we required to have *any* protection or limitation on the glazing that would be over the performance building? 705.8.6 would *not* apply because these would be considered one building, correct? (as noted in exception 2)

The second line of (desired) clerestory glazing would be over the fire wall between the multifunction space and the existing dance studio/office building. Would the FSD be considered zero in this case and therefore we wouldn't be permitted any openings? Or per 706.6.1 would we be allowed to have a 30" parapet and then 3/4 hr protected opening above that? Or is there another approach we haven't considered?

Having challenges determining what applies in this situation.

Thanks in advance for your help! Other than the glazing question, let me know if you see any problems in our assumptions or reasoning.
 

Attachments

Good thing it is not under 2018.....When you say "glazing" over firewall.....Have you looked at the stepped buildings part of Ch 7? 706.6ish...Sounds like there may be some issues there....
 
Yes. That is where I got the idea of a 30" parapet and 3/4 hr glazing.

706.6.1 Stepped buildings. Where a fire wall serves as an exterior wall for a building and separates buildings having different roof levels, such wall shall terminate at a point not less than 30 inches (762 mm) above the lower roof level, provided the exterior wall for a height of 15 feet (4572 mm) above the lower roof is not less than 1-hour fire-resistance-rated construction from both sides with openings protected by fire assemblies having a fire protection rating of not less than ¾ hour.

Exception: Where the fire wall terminates at the underside of the roof sheathing, deck or slab of the lower roof, provided:

1. The lower roof assembly within 10 feet (3048 mm) of the wall has not less than a 1-hour fire-resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire-resistance rating of not less than 1 hour.

2. Openings in the lower roof shall not be located within 10 feet (3048 mm) of the fire wall.
 
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