May be off the subject of PVRV vs breather valves but discussion about vents for floating roofs is of interest lately.
Once upon a time, long ago, I was involved with installation of an internal floating roof (IFR) to an existing fixed roof tank. I remember discussions about vents for the IFR but seems that they were more in regards to avoiding damage to the IFR rather than say overpressure of the storage tank.
I suppose that would be consistent with the language in API 650 Appendix H which says "Vents suitable to prevent overstressing of the roof deck or seal membrane shall be provided on the floating roof. These vents shall be adequate to evacuate air and gases from underneath the roof such that the internal floating roof is not lifted from resting on its supports during filling operations, until floating on the stored liquid. The vents shall also be adequate to release any vacuum generated underneath the roof after it settles on its supports during emptying operations. The purchaser shall specify filling and emptying rates so that the manufacturer can size the vents. Leg activated vents shall be adjustable as required per H.4.6."
Recently, I came across additional info in NFPA 30
2.2.5.2 Emergency Relief Venting for Fire Exposure for Aboveground Tanks
2.2.5.2.1
Every aboveground storage tank shall have emergency relief venting in the form of construction or a device or devices that will relieve excessive internal pressure caused by an exposure fire. This requirement shall also apply to each compartment of a compartmented tank, the interstitial space (annulus) of a secondary containment-type tank, and the enclosed space of tanks of closed-top dike construction. This requirement shall also apply to spaces or enclosed volumes, such as those intended for insulation, membranes, or weather shields, that can contain liquid because of a leak from the primary vessel and can inhibit venting during fire exposure. The insulation, membrane, or weather shield shall not interfere with emergency venting.
Exception: Tanks storing Class IIIB liquids that are larger than 285 bbl (45,306 L) capacity and are not within the diked area or the drainage path of tanks storing Class I or Class II liquids do not need to meet this requirement.
2.2.5.2.2
For vertical tanks, the emergency relief venting construction referred to in 2.2.5.2.1 shall be permitted to be a floating roof, a lifter roof, a weak roof-to-shell seam, or another approved pressure-relieving construction. If used, a weak roof-to-shell seam shall be constructed to fail preferential to any other seam and shall be designed in accordance with API Standard 650, Welded Steel Tanks for Oil Storage, or UL 142, Standard for Steel Aboveground Tanks for Flammable and Combustible Liquids.
I'm not sure if the NFPA guidelines apply to IFR but it seems we ended up putting large emergency vents on the IFR for that old project as a "just-in-case" approach.