Drazen
Mechanical
- Apr 11, 2002
- 888
I would like to open discussion about current practice of everyone who calculates thermal loads these days.
Infiltration was allways hard to define, and the most honest approch is desribed in some ASHRAE papers, where all figures given by norms were declared as a guide only, and discretion of experienced designer is considered the best way to deal with that.
Most of my concerns come from new, tighter building envelope issues.
Before, I was able to make informed guess based on expected level of contractor's performance, luxury level of building, and climatic zone (some zones are sensibly more windy in my country).
New carpentry changed tightness values so much, and right now it is hardest for me to define how much of that will be actually achieved during construction, as more stringent requirements impose more considerations about contractors's performance and difference is sensible.
How to express is in simpler words? Right now, with such low values of infiltration, contractor's performance can decide whether the system will acheive its function or not. To reach adequate safety, we need to apply some allowances which automatically annulate savings imposed by "theoretical" values of new standards.
How do you approach to this problem?
Infiltration was allways hard to define, and the most honest approch is desribed in some ASHRAE papers, where all figures given by norms were declared as a guide only, and discretion of experienced designer is considered the best way to deal with that.
Most of my concerns come from new, tighter building envelope issues.
Before, I was able to make informed guess based on expected level of contractor's performance, luxury level of building, and climatic zone (some zones are sensibly more windy in my country).
New carpentry changed tightness values so much, and right now it is hardest for me to define how much of that will be actually achieved during construction, as more stringent requirements impose more considerations about contractors's performance and difference is sensible.
How to express is in simpler words? Right now, with such low values of infiltration, contractor's performance can decide whether the system will acheive its function or not. To reach adequate safety, we need to apply some allowances which automatically annulate savings imposed by "theoretical" values of new standards.
How do you approach to this problem?