permitguy
Gold Member
Is this thought to be excessive, or are you looking at it as a conflict between two sections? One table is used for sizing piping in the water distribution system, the other is used for the fixtures themselves. I don't see the concern . . .2009 IPC table 604.3 requires that a lavatory fixture supply be a minimum of 2 gpm@ 8 psi while the adjacent table 604.4 gives a maximum flow of 0.5 gpm @ 60 psi for a public lavatory.
So the difference is negligible to the point that it is a non-factor. Put in your maximum 1:48 cross slope and you're good to go. To the extent that a problem could be perceived, I'd say it has more to do with the fact that the sections are in the hands of different committees and probably have different voting blocks paying attention to them. I acknowledge the problem with that, but it can usually be addressed through additional clarification if it is pointed out.For a sidewalk accross the front of a strip shopping center or other accessible route adjacent to and parallel to a buildingA117.1-2003 403.3 allows a maximum cross slope of 1:48, 2009 IBC 1804.3 requires a minimum slope of 2% away from the building. This is an 0.01 inch per ft difference between the required minimum and maximum slopes--about the thickness of 2 sheets of 20 pound copy paper or 4 pages of the codebook.
Don't forget that's per control area, but it's still a valid point. What's interesting to me is that this is a result of the unlimited area building provisions, which are perhaps the least "nanny-ish" provisions in the entire code. The tabular value for a IIB M is less than the tabular value for a IIB H-3. It's hard to say that this scenario is a result of over-reaching.Per 2009 IFC 3404.3.4.1 I can display 30 000 gallons of 1B flammable liquids in a 100 000 sq ft big box retail store with an occupant load of 3333 people and 2B construction but by 307 of the 2009 IBC, I can only store 480 gallons in a 100 000 sq ft S-1 warehouse with a maximum occupent load of 333 before it becomes an H-3 use with greatly increased construction fire resistance requirements (1B Construction required). If you take a Home Depot close the doors to the public and call it a warehouse with the same goods in the building it suddenly does not meet code. The extra 3000 people must make the paint thinner safer?
Do the one-step PVC solvents meet the performance criteria of the listed standards for the two-step process? I know this was an issue at one time, which is why it is in the code. If there is a product that is easier to use and meets the necessary performance criteria, then that is an example of the code not keeping up with technology. This would be another case for making the code longer to allow for more flexibility in the allowable products, even though the end result would be less restrictive.2009 IPC 705.14.2 requires purple primer before solvent cementing PVC but there are many solvent cements for PVC on the market that do not require the use of primer.