22-Mec-B2 Environmental Control in Buildings · May 2017
Question 6 of 8: U-factor of a 2 × 4 stud wall, and mould on an uninsulated solarium wall
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Paper format. Professional Engineers of
Ontario / Engineers Canada annual examination 16-Mec-B2 Environmental
Control in Buildings, May 2017, three hours, open book.
Eight problems of 20 points each; candidates are required to solve five, and all
questions carry the same value. ASHRAE psychrometric charts (SI and inch-pound)
and an R-717 pressure–enthalpy diagram are appended to the paper.
All eight problems are solved here.
Reference texts for this subject.
W. P. Jones, Air Conditioning Engineering, 5th ed.,
Butterworth-Heinemann — the standard reference for this examination
code; Ch. 2–3 (psychrometry and the psychrometric chart), Ch. 6
(air-conditioning plant cycles), Ch. 9 (cooling towers), Ch. 15 (fans and
duct design).
McQuiston, Parker & Spitler, Heating, Ventilating and Air
Conditioning: Analysis and Design, 6th ed., Wiley — Ch. 3 (moist
air), Ch. 5 (heat transmission in building structures), Ch. 8 (energy
estimating and the degree-day method), Ch. 12–13 (fluid flow, fans and
duct design).
ASHRAE Handbook — Fundamentals (2021) — Ch. 1
(psychrometrics), Ch. 14 (climatic design information), Ch. 18
(non-residential cooling and heating load calculations), Ch. 21 (duct
design), Ch. 25–27 (thermal and moisture performance of the building
envelope).
Çengel & Boles, Thermodynamics: An Engineering Approach,
9th ed., McGraw-Hill — Ch. 11 (refrigeration cycles, including
multistage compression with a flash chamber) and Ch. 14 (gas–vapour
mixtures and air conditioning).
National Energy Code of Canada for Buildings (NECB 2020) and CSA
F280 — the Canadian regulatory frame for envelope U-factors
and heating-load calculation.
Conventions used throughout. Moist-air properties are
computed from the ASHRAE Handbook — Fundamentals Ch. 1 formulation at a
barometric pressure of 101.325 kPa, so that every state point can be checked
against the charts appended to the paper. Enthalpy is referred to dry air at
$0^{\circ}\text{C}$ and liquid water at $0^{\circ}\text{C}$, i.e.
$h = 1.006\,t + W\,(2501 + 1.86\,t)$ in kJ per kilogram of dry air. Problems 3
and 6 to 8 are worked in the inch-pound units in which they are set, as the
examination directs.
Question 6: U-factor of a 2 × 4 stud wall, and mould on an uninsulated solarium wall (20 marks)
Given. A light wood-frame wall of conventional Canadian
construction, with the fraction of the elevation occupied by each thermal path
stated; and, for part (b), an enclosed balcony with an uninsulated concrete
wall in Toronto.
Wall assembly, Problem 6(a) — thermal resistances,
$\text{h}\cdot\text{ft}^{2}\cdot^{\circ}\text{F}/\text{Btu}$
Layer
Cavity path
Framing path
Source of the value
Outside air film (winter, 15 mph)
0.17
0.17
ASHRAE Fund. Ch. 26, Table 10
Wood bevel siding, 0.5 × 8 in, lapped
0.81
0.81
ASHRAE Fund. Ch. 26, Table 1
Rigid foam insulating sheathing
4.00
4.00
given
Mineral fibre batt, 3.5 in / softwood stud, 3.5 in
13.00
4.375
given / 1.25 per inch
Gypsum wallboard, 0.5 in
0.45
0.45
ASHRAE Fund. Ch. 26, Table 1
Inside air film (still air, vertical surface)
0.68
0.68
ASHRAE Fund. Ch. 26, Table 10
Total
19.11
10.485
—
Find. The area-weighted U-factor of the wall; and for the
solarium, a remediation strategy with an explanation of how moisture moves in
an enclosed space.
Section through the assembly, showing the two thermal
paths in parallel. Studs, plates, sills and headers together occupy a quarter
of the elevation, and because a softwood stud is worth only R-4.4 against the
batt's R-13, that quarter dominates the framing correction.
Approach. Use the parallel-path (isothermal-planes is not
appropriate for wood framing, whose conductivity is close enough to the
insulation that lateral heat flow is small) method: total the series
resistances along each path, invert each to a U-factor, and weight them by the
fraction of the elevation each path occupies.
Part (a), step 1 — resistance of the insulated cavity
path. Adding the series resistances of the layers that make up the
cavity path,
$$R_{cav}=0.17+0.81+4.00+13.00+0.45+0.68=19.11\ \text{h}\cdot\text{ft}^{2}\cdot^{\circ}\text{F}/\text{Btu}$$
$$U_{cav}=\frac{1}{19.11}=0.05233\ \text{Btu}/\text{h}\cdot\text{ft}^{2}\cdot^{\circ}\text{F}$$
Resistance of the framing path. The stud, plate, sill and
header are all 3.5 in of softwood, which at the ASHRAE value of 1.25 per inch
is $R = 1.25\times3.5=4.375$, replacing the batt:
$$R_{fr}=0.17+0.81+4.00+4.375+0.45+0.68=10.485
\;\Rightarrow\; U_{fr}=0.09537$$
The framing member conducts almost twice as fast as the insulated cavity.
Weight the paths by area. The question splits the
elevation into three fractions; headers and studs share the same construction,
so they share the same U-factor:
$$U_{avg}=\sum a_{i}U_{i}=0.75(0.05233)+0.21(0.09537)+0.04(0.09537)$$
$$U_{avg}=0.03925+0.02003+0.00381=\boxed{0.0631\ \text{Btu}/\text{h}\cdot\text{ft}^{2}\cdot^{\circ}\text{F}}$$
which in SI is $0.0631\times5.678=\boxed{0.358\ \text{W}/\text{m}^{2}\cdot\text{K}}$.
Read what the answer means. The effective resistance of
the wall is $1/0.0631=15.85$, against the 19.11 the insulated cavity alone
would give. The framing has therefore consumed 17 % of the nominal
insulation value, and the U-factor is 21 % higher than a
cavity-only calculation would suggest. This is why Canadian energy codes now
require either continuous exterior insulation or an effective-R calculation:
the nominal batt rating overstates the wall. Here the R-4 foam sheathing is
already doing that job — without it the framing penalty would be
proportionally larger still.
Part (b) — diagnose the solarium before prescribing.
The mould is condensation-driven, and the mechanism is worth naming precisely.
An enclosed balcony has an uninsulated concrete wall and slab, both continuous
with the exterior structure, so in a Toronto January the interior surface of
that wall sits within a few degrees of the outdoor temperature. Meanwhile the
apartment supplies the space with warm, moist indoor air. Whenever the surface
temperature falls below the dew point of that air, water condenses; mould
germinates on a surface held above about 80 % surface relative humidity for a
few days, which is reached well before visible condensation. Two aggravations
are specific to this case: the concrete slab and wall form a continuous thermal
bridge to the exterior, so no amount of heating the air will lift the surface
temperature much; and enclosing the balcony removed the ventilation that
previously carried the moisture away.
Remediate in the right order. The professional sequence is
(i) raise the surface temperature, (ii) lower the indoor vapour pressure, (iii)
only then treat the mould. Concretely: insulate the wall and, as far as the
structure allows, the slab edge and soffit, on the interior face,
with a continuous layer of extruded polystyrene or spray polyurethane
foam bonded to the concrete — the adhered foam is both the insulation and
the vapour control layer, and because it is continuous there is no interior air
space in which humid air can reach a cold surface. Exterior insulation would be
thermally better but is rarely available on a condominium facade. Avoid the
common error of fibrous batt against concrete behind a polyethylene sheet: any
air leakage past the poly puts humid air directly onto the cold concrete and
makes matters worse. Second, control the source: provide the solarium with
conditioned supply air and a return path so that it is part of the apartment's
ventilation system rather than a dead-end pocket, or fit a small continuous
exhaust; verify the suite ventilation meets the ASHRAE 62.1 / National Building
Code requirement and that the bathroom and kitchen fans actually discharge
outdoors. Third, keep the winter indoor relative humidity in the 30 to 40 %
band recommended for cold-climate buildings, which puts the dew point near
$6$ to $9^{\circ}\text{C}$ and gives a real margin against the improved
surface temperature. Only then remove the mould — clean non-porous
surfaces, replace porous ones, following the CCOHS and Health Canada guidance
— because remediation without fixing the surface temperature simply
regrows.
Comment on moisture flow in an enclosed environment.
Moisture moves through a building assembly by four mechanisms, and they differ
by orders of magnitude. Bulk water — rain penetration, plumbing leaks
— moves the most and is controlled by drainage and flashing. Air
leakage is the dominant vapour transport in a Canadian winter: warm indoor
air at higher pressure carries vapour through gaps in the enclosure, and a
1 mm crack can deposit far more water in a cavity than diffusion does through
the entire adjacent wall area. Vapour diffusion follows the vapour
pressure gradient through the materials themselves and is comparatively slow;
it is controlled by placing a vapour-retarding layer on the warm side of the
insulation, which in Canada means the interior. Capillary transport
moves liquid water through porous materials such as concrete and masonry, which
is why a slab edge can wick water even where no vapour path exists. Inside an
enclosed space the vapour pressure is set by the balance of generation
(occupants, cooking, showers, plants, drying laundry — several kilograms
a day in a dwelling) against removal by ventilation and by condensation on cold
surfaces. Reducing ventilation, as enclosing a balcony does, raises the vapour
pressure until condensation on the coldest surface takes up the balance
— the building finds its own equilibrium, and the coldest surface pays
for it. The design rule that follows is the one applied above: keep every
interior surface above the dew point of the air that will touch it, and control
air leakage before worrying about diffusion.
continuous adhered interior foam on wall and slab edge; supply and return the solarium as part of the suite ventilation; hold winter RH at 30–40 %; remove mould last