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There's actually a lot more history about the attic access than insulation. Notice it begins with "combustible". The requirement for access was all about fire fighter access to the attic in combustible construction. I wrote an article about attics and made a youtube video about this history. A colleague of mine wrote a proposal for the 2024 to remove the reference to "combustible" and it was approved. So, in the future, the evolution of code development will show that the current reasoning is now related to access for insulation and other services and needs for the occupant, and not about fire anymore.One of the primary intents for attic access is the installation of the blown attic insulation. That's why the requirement for access is measured from the framing members, not from top of insulation to underside of roof framing. It is not really about access after the attic is insulated. It is room for the insulation crew to crawl through the attic and blow the insulation into the space.
2021 IRC - R807.1 Attic AccessBuildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8 m2). The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members.The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other location with ready access. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing members. See Section M1305.1.2 for access requirements where mechanical equipment is located in attics.
They are really cool and innovative.Any thoughts on T-stud?
I do not understand this comment and am interested to hear more. The attic insulation levels recognize that conventional wood frame construction and 2x12's don't provide sufficient heal height for the required R-values. This is EXACTLY why section N1102.2.1 has always read as as it does. It dangles a carrot of lower minimum r value if you can achieve it over 100%. The goal being getting the shift to high heel trusses over conventional methods of building. But it's always only been a carrot, not a stick.You can't use conventional lumber anymore so this is moot....
It all began about firefighter access. Here is my youtube video with my research.I thought it was for a firefighter with oxygen bottle all these years, I'll have to stop that lie at once.
My guess is you won't live long enough to break even.So now I'm eager to see in a year, after winter and summer conditions, just how much this insulation saves me in energy costs and how many years it takes to pay back the insulation.
I'm 45. My energy bills are about $350/mo. The insulation was $1680. You are either expecting me to die soon (WTF bro?) or you expect energy costs to dramatically drop. (I'm cool with that, but not betting on it).My guess is you won't live long enough to break even.
I do not understand this comment and am interested to hear more. The attic insulation levels recognize that conventional wood frame construction and 2x12's don't provide sufficient heal height for the required R-values. This is EXACTLY why section N1102.2.1 has always read as as it does. It dangles a carrot of lower minimum r value if you can achieve it over 100%. The goal being getting the shift to high heel trusses over conventional methods of building. But it's always only been a carrot, not a stick.
There are also builders who build the ceiling joists as platform framing and place the rafters on top of the ceiling joists (like a floor) rather than beside them, like a ceiling joist. You do have to contend however with an alternative rafter tie connection since you can no longer use the tables for the nailing, but that's just engineering. It doesn't eliminate conventional lumber.
One of the fundamental concepts of the IRC is to allow for simple and available construction of basic human shelter. For that reason I will fight to my death (as will many others) to ensure there are always methods to build with conventional construction in the model code. I recognize that some urban environments have unique needs due to population density to mandate limited methods of construction, but that needs to be amendments happening outside of the broad application of the model IRC which addresses both urban and rural development.
steveray - please explain why it can't be over the ceiling joists? (I'm planning on insulating an attached garage that's built with trusses - 22" oc i believe because it's below a two strory roof - and was planning on exceeding the required R49 with blown in cellulose. Top off main house while they are there.)R49 doesn't even fit in a 2x12 (14"), so what do you think they are doing?
It won't fit at the eaves.....steveray - please explain why it can't be over the ceiling joists? (I'm planning on insulating an attached garage that's built with trusses - 22" oc i believe because it's below a two strory roof - and was planning on exceeding the required R49 with blown in cellulose. Top off main house while they are there.)
I get that. In my case trusses are 11' aff so I plan to arch ceiling so I can. A rare opportunity. (True for existing though. Good propavents and do best I can, plus around skylight chase and hatch opening. ) Thanks !It won't fit at the eaves.....
Steve, you are missing the entire purpose of the section allowing reduced R-value if able to achieve it over 100% of the assembly. That is specifically because it is known you cannot fit the full depth insulation in the heel cut. It is specifically to NOT prohibit conventional framing and to provide a incentive to use high heel trusses. It's been this way since the first 2000 edition, but was worded much more clearly back then. Its still the exact same concept.It won't fit at the eaves.....
No....im not...Steve, you are missing the entire purpose of the section allowing reduced R-value if able to achieve it over 100% of the assembly. That is specifically because it is known you cannot fit the full depth insulation in the heel cut. It is specifically to NOT prohibit conventional framing and to provide a incentive to use high heel trusses. It's been this way since the first 2000 edition, but was worded much more clearly back then. Its still the exact same concept.
Here's the text from the 2000.
View attachment 9966
Steve. You keep talking about geometry of seat cut and heel height and I am stopping, reading, thinking, and considering what you are saying. I do not disagree that you cannot get the R49 in the conventional heel height. I have heard you say this and I have responded directly.Glenn, what is the seat cut at the exterior face on a 2x12?....Maybe 10"? And then there is 14" R49 insulation and a 1" air space to deal with....I know rescheck takes some of this into account, but this section does not and is clear....
If the ceiling drops below top plate, and the bottom of the insulation, would you accept it as full uncompressed coverage and allow reduction? 10' top plate and ceiling at 8' for instance? Intent versus letter of the law....extends over
the wall top plate at the eaves.
I get it Glenn....But...it does give 2 paths....install R60 full depth in a "cold corner" condition where it can terminate flush with the inside face of the wall (depth of a plumb cut 2X12 at that point minus ventilation (maybe 11", steeper roof the better))...OR install R49 to the outside plane of the wall (maybe 10")...I don't see how you can argue "intent" when the code section specifically reads:Steve. You keep talking about geometry of seat cut and heel height and I am stopping, reading, thinking, and considering what you are saying. I do not disagree that you cannot get the R49 in the conventional heel height. I have heard you say this and I have responded directly.
I don't feel like you are stopping, reading, thinking and considering the things I have shared and explained. I only say this because it doesn't seem like you are even responding to what I am presenting. Did you look at the text from 2000? thoughts? Did you read any commentary? Thoughts? Did you explain why an allowance for reduction would even exist if not for the reason I have explained. Thoughts?
The IRC gives two prescriptive choices of ceiling R-value. One for conventional framing and one for high heel framing. Why else are there two choices of R-value?
It's all good, my friend. I'm not desperate to convince you of anything, but it's probably starting to look that way.
I ask again if the full 14" of uncompressed R49 has to be fully above the top plate of the wall OR can some or all of it be below the top plate as long as it extends to the exterior wall sheathing? Something that might look like balloon framing or a dropped ceiling or soffit at the walls both could allow a full uncompressed insulation membrane from wall to wall.unconventional framing for R49.