Home Systems Guide · No. 2 · Theory guide, set v2 · draft 1

Soundproofing

How sound travels into and through a wood-frame house — through air, along framing and through ducts — and what each kind of treatment can and cannot change.

Refer to the following guides for concepts:

Applied to this house: House Project Guide, chapter 2

DepthModerate
Acoustic codeNone mandatory for a detached house (Part 7)
Governing code2025 CRC and CBC, effective 2026-01-01
Physics basisSoundproofing Calculation Reference v1.7
VersionSet v2 draft 1 · 2026-10-23

Read this first

  1. Airborne, impact and structure-borne noise are different problems with different remedies, so a treatment helps only if it acts on the mechanism in play. Table 1
  2. Single-number ratings leave out the low frequencies where traffic, rail and machinery live, so a well-rated assembly can still pass a truck or a spin cycle. Part 1
  3. Mass buys 6 dB per doubling; decoupling changes the slope instead, but only above the wall's own resonance, which cavity depth sets. Part 2
  4. Above about 200 Hz the connection between the leaves sets the result: rigid studs cost a 2×4 wall about 18 dB at 500 Hz, while below that the cavity, not the connection, governs. Part 2
  5. Paths combine by energy, so the weakest element weighted by area governs; in a typical facade the window carries about 69% of the sound. Part 3
  6. Small openings and side paths dominate good assemblies: one square inch costs an STC 50 wall 9 dB, and a duct or head gap can make the wall irrelevant. Part 3
  7. An energy average and an event maximum are separate design cases; a facade can meet a CNEL target while a single horn still exceeds a sleep threshold. Part 4
  8. Machinery is isolated at the source, by mount deflection; a stiff pad near the forcing frequency does nothing and can amplify. Part 6
Decisions this guide informs
DecisionDepends onTreated in
D1 Target performance for each adjacency (bedroom to bedroom, media to bedroom, facade to bedroom)Room uses; the sources on each side; how ratings map to what is heardPart 1, 4, 5
D2 Partition construction: rigid, resilient channel, clips, staggered or double studWhich walls Framing frees to be rebuilt; floor width available; target from D1Part 2, 5
D3 Facade treatment on noise-exposed faces: glazing first, wall second, sealingMeasured facade level and spectrum; glass share; which faces are exposedPart 3, 4
D4 Flanking budget: duct topology, partition-head seal, doors, penetrationsERV layout; truss direction; partition-head detail; door and lighting choicesPart 2, 3, 5
D5 Machinery and floor–ceiling strategy: relocate, isolate, float the floor, decouple the ceilingWhat is below the machine; mount deflection; floor dead-load budget; radiant ceiling plansPart 6
Table 1 Three mechanisms, mapped to the parts and components that treat them
MechanismDominant bandWhat governsPartitionsExterior envelopeFloor–ceilings
Airborne31.5–125 Hz for traffic (rail to 250 Hz); 125 Hz–4 kHz for speechWeakest path by area, then decoupling, then sealingPart 5Part 4Part 2
Impact50–500 Hz footfall; lower for heavy impactsA resilient layer where the impact lands——Part 6
Structure-borne15–200 Hz, often below every ratingIsolation at the source——Part 6
Duct-borne and flanking63 Hz–2 kHzPath length, branch layout, sealsPart 3Part 3Part 3

Subsections that cover one component carry an Applies to tag; untagged subsections apply to all three. An Informs tag marks the subsections behind each decision above.

1 · Ratings: what each number measures and what it leaves out

Bottom line. Every single-number rating is a weighted fit over a band that starts at 80–125 Hz; traffic, rail and machinery put much of their energy below it, so ratings rank assemblies but do not predict low-frequency results.

Each rating fits a curve over its own frequency range

Informs D1

Table 2 and Figure 1 set out what each rating measures and what it leaves out.

Table 2 Acoustic ratings and where each one misleads
RatingStandardRangeMeasuresBlind spot
STCASTM E90 lab, rated by E413125–4,000 HzAirborne loss, weighted to speechIgnores everything below 125 Hz; two walls of equal STC can differ by 10 dB on traffic
OITCASTM E133280–4,000 HzThe same loss against a road, rail and aircraft spectrumThe rating for facades; typically 5–10 points below STC for the same unit
IICASTM E492 lab, rated by E989100–3,150 HzImpact from a standard tapping machineCalibrated to footfall; a 20 Hz machine fundamental is over two octaves below its lowest band
NNIC, NISR, AOITC, ASTCASTM E336, E1007, E1332 field variants; ASTC for apparent STCAs aboveThe same quantities measured in the finished buildingInclude flanking; what occupants experience
Where noise sources sit against the bands each rating measuresFrequency bands of road and rail rumble, train horn, speech and television, and a washer spin fundamental, plotted against the measured ranges of STC (125 to 4,000 Hz), OITC (80 to 4,000 Hz) and IIC (100 to 3,150 Hz). The washer fundamental and much of the traffic band lie below all three.SourcesRoad and rail rumbleTrain hornSpeech, TVWasher spin + harmonicsRating rangesSTC 125–4,000 HzOITC 80–4,000 HzIIC 100–3,150 Hzbelow 80 Hz: no rating measures here1631.5631252505001k2k4k8k
Figure 1. The washer fundamental and the lower half of the traffic and rail band lie outside every rating in use. STC suits speech and the train horn and says little about the rest.

Two consequences. Facades are compared on OITC and interiors on STC, and any assembly whose data stops at 125 Hz is unquantified below that. And a laboratory rating is a ceiling, not a forecast: the field result includes flanking and is lower.

A 3 dB change is the threshold of noticing

For broadband noise, 3 dB is the smallest change most listeners notice, 5 dB is clearly audible, and 10 dB is heard as roughly half as loud. These thresholds are the test for whether a measure registers at all, and they are used throughout this guide.

A-weighting, used in dBA and CNEL, discards 39.5 dB at 31.5 Hz and 16 dB at 125 Hz. An A-weighted single number is therefore nearly blind to the band where traffic rumble and machinery problems sit.

Field results run 5–10 points below laboratory ratings

Laboratory tests suppress flanking and seal the specimen perimeter. In a house the same assembly sits in a continuous floor deck and ceiling plane, with boxes, doors and ducts in it. Without a flanking analysis the usual allowance is field = lab − 5 to 10 points. The gap is the flanking (Part 3), and most of it is workmanship and path enumeration rather than physics.

2 · Leaves: mass, coincidence, resonance and coupling

Bottom line. A single panel gains 6 dB per doubling of mass. Two leaves on a cavity gain far more, but only above their resonance, and only as far as the connection between them allows.

Mass law: 6 dB per doubling of mass or frequency

Informs D2

TL = 20·log₁₀(m·f) − 47.4

m surface density, kg/m² · f frequency, Hz (field incidence)

a single limp panel blocks 6 dB more each time its weight per square foot or the frequency doubles.

For ⅝ in gypsum (2.2 psf, 10.7 kg/m²) at 500 Hz, one layer gives 27 dB, two give 33 and four give 39 (Figure 2). One layer to two costs one layer for 6 dB; two to four costs two more for the next 6. That fixed and poor exchange rate is why high-performing assemblies decouple instead.

Mass law transmission loss of gypsum layers by frequencyField-incidence mass law for one, two and four layers of 5/8 inch gypsum, 63 Hz to 2 kHz. Each doubling of layers raises the line by 6 dB; each doubling of frequency also adds 6 dB.01020304050631252505001k2kFrequency, HzTransmission loss, dB1 layer ⅝ in2 layers ⅝ in4 layers ⅝ in+6 dB per doublingValid below coincidence (about 2–2.5 kHz for gypsum)
Figure 2. Each doubling of mass adds the same 6 dB at every frequency, so a wall that is weak at low frequency stays weak there however much mass is added.

Added mass is also structural load. A second ⅝ in layer on both faces adds about 4.4 psf of wall, which counts toward seismic weight (Framing · Roof weight drives seismic demand), and a topping on a floor counts against the beam schedule (Framing · Added floor dead load).

Each panel has a weak band at its coincidence frequency

Above its critical frequency a panel's bending wave matches the sound wavelength in air at some angle, the panel couples to the sound field, and transmission loss dips. The critical frequency falls as thickness rises: about 2,000 Hz for ⅝ in and 2,700 Hz for ½ in gypsum, about 2,000 Hz for 6 mm glass, near 115 Hz for 6 in concrete.

A double leaf is a mass–spring–mass system with three regions

Informs D2

f₀ = (1/2π)·√[ γP₀ · (1/m₁ + 1/m₂) / d ]

m₁, m₂ leaf surface densities, kg/m² · d cavity depth, m · γP₀ = 1.42×10⁵ Pa empty, 1.013×10⁵ Pa with fibrous fill

two leaves with air between them bounce together at one frequency, set by how light the leaves are and how thin the air spring is.

For a ⅝ in leaf against a double ⅝ in leaf on a 3½ in empty cavity, f₀ = 75 Hz (63 Hz with the cavity filled). The wall behaves differently in three regions (Figure 3):

Transmission loss of a double-leaf wall in its three regionsModel curves for a 5/8 inch leaf and a double 5/8 inch leaf on a 3.5 inch empty cavity. Below f0 = 75 Hz the wall follows the combined mass law. At f0 it dips below it. Above, the ideal double leaf climbs at 18 dB per octave to the cavity cutoff at 614 Hz. The same wall with studs bridging the leaves stays near the combined mass law.0102030405060708090631252505001k2k4kFrequency, HzTransmission loss, dBtraffic bandf₀ 75 Hzcutoff 614 Hz√2·f₀idealdouble leafstuds bridgethe leavescombinedmass law18 dB at 500 Hz
Figure 3. The benefit of a cavity begins at √2·f₀, not at f₀. With studs connecting the leaves (red), the same wall loses about 18 dB at 500 Hz against the ideal: f₀ tells where the resonance sits, not what the wall will achieve. Model curves; the step at f₀ is schematic (the real dip is 10–15 dB, filled), and coincidence near 2 kHz is not drawn.

A conventional 2×4 wall resonates at 63–75 Hz, inside the traffic band, with its useful region almost entirely above it. That is how a wall rated STC 50 for speech can be transparent to a passing truck. The same √2 crossover reappears in machine isolation (Part 6), because both are mass–spring–mass systems.

Cavity depth is the strongest lever on f₀

Informs D2

Table 3 and Figure 4 compare the three levers.

Table 3 Three levers on f₀: depth moves it most and adds no mass
Changef₀, HzChange in f₀
Baseline: ⅝ in vs 2 × ⅝ in, 3½ in empty cavity75—
Double the heavier leaf69-9%
Double the lighter leaf61-18%
Double the cavity depth53-29%
Fill the cavity with fibrous insulation63-16%

The (1/m₁ + 1/m₂) term is a reciprocal sum, so the lighter leaf dominates it: mass added to the heavy side barely moves f₀.

Mass-air-mass resonance against cavity depthf0 falls as the cavity deepens, for a 5/8 inch leaf against a double 5/8 inch leaf, empty and filled. A 2x4 cavity resonates near 63 to 75 Hz, inside the traffic band; deeper cavities move the resonance toward the bottom of the band.20406080100120140160024681012Cavity depth, inf₀, Hztraffic band, 31.5–125 HzemptyfilledPoints on the empty curveclip standoff: 111 Hz2×4: 75 Hz2×6: 60 Hzdouble stud: 50 Hz
Figure 4. f₀ against cavity depth. A 2×4 cavity resonates in the middle of the traffic band; deeper cavities move it toward the bottom of the band, where the decoupled region covers more of it. Depth is set by the framing plan, so it is a framing decision, not a finish one.

Fibrous fill does three things at once: it lowers f₀ by about 16%, damps the resonance dip, and absorbs standing waves above the cutoff, together worth 5–8 points in a decoupled wall. Any fibrous material filling at least 80% of the cavity behaves about the same; density is not the governing variable. Fill selection belongs to Insulation · Cavity fill; the acoustic requirement is only "fibrous, filling the cavity, not compressed."

Above about 200 Hz, the connection between leaves sets the result

Informs D2 D4

A stud screwed to both faces is not a layer that sound passes through; it is a rigid short across the air spring. Along the stud line the leaves move together as one panel of their combined weight, while each leaf keeps its own coincidence dip. The stud line acts as a narrow strip of low loss beside the decoupled field, and the two combine by area like a window in a wall (Part 3).

TL_bridge = mass law(m₁ + m₂) τ = (1 − φ)·τ_air + φ·τ_bridge φ = stud face ÷ spacing

τ transmission coefficient, 10^(−TL/10) · φ stud area fraction, 1½ in ÷ 16 in ≈ 9%

the stud strip passes sound like a single heavy panel, and its share of the wall area decides how much of the cavity's benefit survives.

The stud strip still passes far less than an open path: in this model the rigidly connected wall sits about 10 dB above the combined mass law at 500 Hz, set by the stud fraction. The fraction used is the infinite-wall value; real wall lengths with end studs give slightly more stud area and about 0.5–1 dB less loss.

Resilient connections soften the short. Their mount resonance, about 100–200 Hz for resilient channel and 20–40 Hz for isolation clips, works like a machine mount: above √2 times the mount frequency the stud path is attenuated; below it there is no benefit and possibly some amplification (Figure 5). At 500 Hz the model gives 47 dB for rigid studs, 63 with resilient channel and 65 with clips, against 65 for an ideal unconnected wall. Below about 200 Hz all three give the same result in this model (28 dB at 125 Hz), because the air path through the cavity governs there; low-frequency gains come from cavity depth and fill, not from the connection.

How the stud connection limits a double-leaf wallModel transmission loss with the leaves connected by rigid studs, by resilient channel (mount resonance about 150 Hz) and by isolation clips (about 30 Hz), compared with the ideal unconnected double leaf. Resilient channel gives no isolation below about 210 Hz.0102030405060708090631252505001k2k4kFrequency, HzTransmission loss, dBair path governs:connection typemakes no differenceideal, noconnectionisolationclipsresilientchannelrigidstuds
Figure 5. Above about 200 Hz the connection sets the result: clips approach the unconnected wall, resilient channel follows a little below, and rigid studs fall well short. Below it the air path governs and the connection type makes no difference. Cavity held at 3½ in to isolate the connection; model accuracy about ±5 dB.
Watch out

Any rigid bridge between decoupled leaves restores the short: a screw through the channel into a stud, solid blocking across both leaves, an electrical box fastened to both sides, or cabinetry screwed through. One over-long screw per stud bay can cost 10 dB or more.

A third leaf adds a second resonance

Furring over an intact existing wall makes three leaves: the two original faces and the new board. The new cavity is only the furring standoff, so its resonance is high (about 103 Hz for clips with a 1.6 in filled standoff, two ⅝ in layers over ½ in gypsum), not the low value of the full stud bay. Clips over an open bay with the old board removed give a cavity of stud depth plus standoff. The same hardware therefore gives very different results in the two cases.

With three leaves, equal cavities put both resonances at one frequency and deepen the dip; unequal cavities spread it into two shallower dips. For three-or-more-leaf assemblies, the ratio of the cavity depths affects the result more than leaf count does. Triple and secondary glazing apply this (Windows & Doors · Secondary glazing).

3 · Paths: composite, leaks, flanking and ducts

Bottom line. Sound reaches a room by every path at once and the energies add, so the result is set by the worst path weighted by its area; leaks, side paths and ducts routinely govern.

Paths combine by energy, weighted by area

Informs D3

τᵢ = 10^(−TLᵢ/10) τ̄ = Σ(Sᵢ·τᵢ) / ΣSᵢ TL = 10·log₁₀(1/τ̄)

Sᵢ area of element i · τᵢ its transmission coefficient

convert each element's loss to the fraction of sound it lets through, average the fractions by area, and convert back.

Reference case: a 100 sf exterior wall with 15 sf of glass (the 15% facade glass fraction), wall STC 39, window STC 28 (the existing class). The composite is 34.6 dB and the window, at 15% of the area, carries 69% of the transmitted sound (Figure 6).

Composite transmission loss of a facade for five treatmentsA 100 square foot wall with 15 square feet of glass. Rebuilding only the wall gains 1.5 dB; replacing only the window gains 4.5 dB; both together gain about 12 dB.Composite TL, dB · 85 sf wall + 15 sf windowExisting34.6Wall to 50, window kept36.1 (+1.5 dB)Window to 40, wall kept39.1 (+4.5 dB)Both: wall 50, window 4046.3 (+11.7 dB)Both: wall 50, window 4548.8 (+14.2 dB)01020304050Color: gain against audibility — red under 3 dB, amber 3–6, green over 6
Figure 6. The window governs. Rebuilding the wall alone gains 1.5 dB, below the 3 dB threshold of noticing; replacing the window alone gains 4.5 dB; once the window is upgraded, the wall becomes the limit and treating it adds another 7 dB.

The ranking holds while the window is materially weaker than the wall, which covers the existing glazing class (STC 26–28) against any typical stucco wall (STC 36–42). It inverts only once the glazing is near the wall's rating. Single-number composites approximate the band-by-band calculation; at low frequency the window's share is usually larger still.

An unsealed opening has a transmission coefficient of one

Informs D4

Table 4 and Figure 7 apply the composite equation to a single unsealed opening.

Table 4 Effective rating of a 100 sf STC 50 wall with one unsealed opening
Opening, in²Effective ratingExample
none50.0
0.2545.6¼ × 1 in slot
141.0One unsealed box knockout
435.4
1629.5
2827.1A 6 in duct, open
7223.0½ in gap along a 12 ft head
Effective rating of a 100 sf STC 50 wall against unsealed aperture areaOne square inch of opening in 100 square feet takes an STC 50 wall to 41; a door undercut takes it below 30.202530354045500.10.25141664Unsealed aperture, in² (log scale)Effective rating, dB1 in²: 41 (one unsealed box)24 in²: 28 (¾ in door undercut)nominal STC 50
Figure 7. One square inch, 0.007% of the area, costs 9 dB. Sealant, putty pads and door seals are part of the assembly, and per dollar they return more decibels than adding mass or framing.

In descending order of how often they are missed: perimeter joints at plates and board edges (a non-hardening acoustic sealant; joint compound cures rigid and cracks); electrical boxes, especially back to back in one stud bay; door undercuts; recessed lights in a decoupled ceiling; the partition head under trusses; and envelope terminations such as ERV hoods and dryer vents on a treated facade.

A flanking path caps the result regardless of the wall

Informs D4

τ_total = τ_direct + Σ τ_flanking apparent rating = −10·log₁₀(τ_total)

the sound arriving by side paths adds to the sound through the wall, so the room hears whichever is larger.

Table 5 shows how one flanking path caps a good wall.

Table 5 A direct path of STC 55 in parallel with one flanking path
Flanking path ratingApparent ratingLoss from the direct 55
6554.60.4
6053.81.2
5552.03.0
5048.86.2
4544.610.4
4039.915.1

A flanking path 10 dB better than the wall costs about 0.4 dB; an equal one costs 3 dB; one 10 dB worse makes the wall irrelevant.

In a two-story wood-frame house several flanking paths exist whatever wall is chosen (Figure 8): the continuous second-floor deck, which is also the ground-floor ceiling; the ceiling plane over a partition; the partition-head gap under trusses; shared ducts; plumbing chases; and back-to-back boxes. Every adjacency needs each of these paths listed and checked against the wall it bypasses.

Flanking paths between rooms in a two-story wood-frame houseSchematic section: direct path through the partition, along the continuous floor deck, through the ceiling plane and the partition-head gap, through a shared ventilation duct, and from outside through the window and wall.vented atticRoom 1Room 2① direct② along the floor deck③ head gap④ shared duct⑤ windowGround floor: the same deck is its ceiling, continuous under every partition above
Figure 8. Paths between two rooms. ①–③ exist in any wood-frame house; ④ is created by a ducted ventilation system; ⑤ enters from outside through the weakest facade element first. Schematic, not to scale.

Where a partition head moves under trusses, the joint is a sound path

PartitionsExterior envelopeFloor–ceilings

Informs D4

Truss bottom chords rise in winter and settle in summer, so partitions under them connect through slip clips and the ceiling board is held back from the wall (Framing · Truss uplift). Two details are used. In the floating-corner detail the ceiling board is fastened to the partition plate and left unfastened to the trusses for 16–24 in, so the corner flexes and no slot forms unless it cracks. Where the board is held back from the wall instead, the head is a slot along every partition that crosses the trusses, and it must stay movable; the table below applies to that case.

Table 6 applies the leak arithmetic to the head gap.

Table 6 An unsealed head gap along a 12 ft partition (100 sf, STC 50)
Gap, inOpening, in²Effective rating
1/16932.0
⅛1829.0
¼3626.0
½7223.0

The requirement looks contradictory: the joint must move (structure) and be airtight (acoustics). It is resolvable because airtightness and stiffness are separate properties. A seal needs to be continuous, not rigid: non-hardening sealant in a joint sized for the movement, sealant over backer rod, or a gasket held in compression, with the slip clips carrying no acoustic duty (Figure 9). Rigid tape, joint compound, trimmed foam, or board screwed to both partition and chord all crack and reopen. The joint is sized at framing, not caulked at the end.

Partition head under a truss: slip connection and flexible sealSection at the top of a partition under a truss bottom chord. A slip clip ties the top plate to the chord and lets it move vertically. The ceiling board is held back and the joint is closed by a flexible sealant over backer rod, which stays airtight as the gap opens and closes.truss bottom chordceiling boardslip clip: lateral restraint,vertical movement allowedflexible sealant over backer rod:airtight while the gap movesmoving gapAn unsealed ⅛ in gap along a 12 ft head is 18 in² and takes an STC 50 wall to 29.
Figure 9. A partition head that moves and seals: the slip clip carries lateral restraint, the flexible seal carries airtightness. Amber marks the moving gap and the sealant that closes it.

A shared duct connects every room on it

Informs D4

Two terminals on a short common branch can pass sound with an effective loss of only 15–25 dB, far below any partition between the same rooms. A 6 in terminal is a 28 in² path in an STC 55 wall of 100 sf.

Table 7 shows the effect of one duct path.

Table 7 An STC 55 wall in parallel with one 6 in duct path
Duct path loss, dBApparent rating
1541.9
2046.5
2550.3
3554.2
4554.9

Duct loss depends on run length, lining, branch division and end reflection; unlined rigid duct attenuates 0.1–0.3 dB/m, lined or flexible duct 1–8 dB/m.

The mitigations are decided when the duct layout is drawn, listed from the layout outward: a dedicated branch per room from a manifold rather than a daisy-chained trunk; the longest practical run between terminals that share a branch; lined or flexible final runs; and in-line attenuators on branches serving rooms to be isolated. Terminal velocity above about 2.5 m/s generates its own noise. A ducted ERV moves far less air than forced-air heating, so its paths are smaller, but not zero (HVAC · Ventilation).

4 · Exterior noise: from source to bedroom

Bottom line. Exterior noise reaching a room is the facade level, less the composite loss of the facade, adjusted for the room; for intermittent sources the event maximum, not the average, decides sleep.

Steady traffic decays as a line; a horn decays as a point

PartitionsExterior envelopeFloor–ceilings

point source ΔL = −20·log₁₀(d / d₀) line source ΔL = −10·log₁₀(d / d₀)

d distance · d₀ reference distance

a single source loses 6 dB each time the distance doubles; a steady stream of traffic loses only 3 dB.

Table 8 and Figure 10 compare the two decay rates.

Table 8 Level change from 50 ft, point against line source
Distance, ftPoint, dBLine, dB
500.00.0
100-6.0-3.0
200-12.0-6.0
400-18.1-9.0
800-24.1-12.0
Level change with distance for a point source and a line sourceFrom a reference at 50 feet, a point source such as a horn falls 6 dB per doubling of distance and a steady line of traffic falls 3 dB per doubling; at 800 feet the difference is 12 dB.-25-20-15-10-5050100200400800Distance, ft (log scale)Change from 50 ft, dBpoint source−6 dB per doublingline source−3 dB per doubling
Figure 10. A horn loses 6 dB per doubling of distance and steady traffic only 3, so distance does twice as much for an event as for the average. Teal lines are neutral quantities.

Source geometry matters as much as distance. A horn sounded along an approach to a crossing has its closest approach at the perpendicular distance to the track, which can be much shorter than the distance to the crossing. Federal rules require locomotive horns of 96–110 dB at 100 ft (49 CFR 229.129) and sound them on approach to public at-grade crossings unless a quiet zone is in effect. A measured or published level at the facade includes about +3 dB of facade reflection; it is counted once, either in the measured level or added, never both.

Typical spectral peaks: free-flow road traffic 63–125 Hz (tire roar above about 30 mph); stop-start traffic 50–100 Hz; passenger rail 50–250 Hz; horns 250–2,000 Hz and tonal. Any exterior prediction of consequence uses a measured facade spectrum, with third-octave data down to at least 50 Hz, since an A-weighted single number or a phone app says little below 125 Hz.

Facade treatment follows the composite: glazing first

PartitionsExterior envelopeFloor–ceilings

Informs D3

Table 9 compares the treatments available from the inside and through the existing openings.

Table 9 Facade treatments, interior side and through the existing openings
TreatmentAcoustic effectCost and disruptionFit
Keep the existing facadeComposite 34.6NoneWhere the measured level is low, or the source is changing
Replace glazing: laminated, asymmetric, compared on OITC+4.5 dB alone; unlocks the wallHigh cost, low disruption if the opening is unchangedThe governing element; glazing choice in Windows & Doors
Secondary glazing: an independent inner sash, 2–4 in gapBetter than a sealed unit at low frequency where the gap is several times the unit's cavity, because the deep gap lowers f₀Moderate; affects operation, cleaning, egressWindows & Doors · Secondary glazing
Inside face of the exterior wall: clips, hat channel, two layers+1.5 dB alone; about +7 dB after glazingHigh: strips interior finishes, moves boxes, costs about 2 in of roomEffective only after the glazing; braced panels limit how (Part 7)
Seal envelope penetrationsRecovers whatever the leaks costLowIndependent of every other choice

Room correction and its low-frequency limit

Informs D1

NR = TL − 10·log₁₀(S / A) A = Σ(Sᵢ·αᵢ) L_room = L_facade − NR

S transmitting area · A room absorption, sabins · α absorption coefficient

a room with more absorption than transmitting area gains a little quiet; a hard room loses a little.

For a 12 × 12 × 8 ft furnished bedroom (ᾱ 0.15), S = 96 sf and A = 101 sabins, so the correction term 10·log₁₀(S/A) is -0.2 dB and NR ≈ TL. Absorption inside a room controls reverberation, not transmission; acoustic panels do not stop sound passing through a wall.

The correction assumes a diffuse field, which holds above the Schroeder frequency, f_S = 2,000·√(RT/V) with RT in seconds and V in m³. For the same bedroom (RT ≈ 0.56 s) f_S ≈ 262 Hz. Below it the field is dominated by room modes and level varies 10–20 dB with position, so the whole traffic band is in the region where a single room level is only indicative.

An average level and an event maximum are different design cases

PartitionsExterior envelopeFloor–ceilings

Informs D1 D3

Table 10 and Figure 11 compare the average and the event case for the reference facade.

Table 10 Reference facade at 70 dBA CNEL and a horn at 300 ft (86 dB Lmax at the facade)
FacadeNR, dBInterior CNEL, dBAInterior horn Lmax, dB
Existing34.83552
Wall to 50, window kept36.33450
Window to 40, wall kept39.33147
Both: wall 50, window 4046.52340
Both: wall 50, window 4549.02137

Horn at 96 dB at 100 ft, point-source decay. Interior CNEL is from traffic only; the horn's contribution is in the text. A-weighted levels pass through single-number NR, reasonable for the horn band (250–2,000 Hz) and optimistic for traffic rumble.

Every row meets the 45 dB CNEL interior level that California general plans and CBC 1206 apply to new residential buildings, including the existing facade. CNEL is a 24-hour energy average with +5 dB for 7–10 pm and +10 dB for 10 pm–7 am. In the reference case, 40 horn events a day of 5 s effective duration add 67 dB CNEL to the 70 from traffic, a total of 71.7: the average moves by under 2 dB while each event reaches 52 dB indoors.

Interior maximum level of a train horn by distance and facadeInterior Lmax against distance from a 96 dB at 100 ft horn for three facades, with the 45 dB sleep guideline. Only the facade with both wall and window upgraded clears 45 dB at 300 ft.2530354045505560651002003006001200Distance to the horn, ft (log scale)Interior Lmax, dB45 dB sleep guidelineExistingWindow upgradedWindow and wallreference 300 ft
Figure 11. Against a sleep guideline of about 45 dB Lmax indoors for single events (WHO), only the facade with both window and wall upgraded clears it at 300 ft; halving the distance adds 6 dB. Lines are parallel because the source is a point.
Verify

The event case rests on the horn distance and on whether horns sound at all. A quiet zone (at least ½ mile, set up by the local authority under FRA rules, by notice where every crossing has the required safety measures and otherwise by FRA approval) or a grade separation removes routine horn use; both are checked for the crossings that matter before the horn is taken as the design case.

Under a vented attic, the ceiling is the boundary

PartitionsExterior envelopeFloor–ceilings

With a vented attic the roof covering is not a leaf of the room's boundary: the attic is a large ventilated volume, not a sealed cavity, and is not modeled as a mass–air–mass system. The ceiling assembly and its airtightness are the boundary for the upstairs rooms, and for elevated or distant sources the roof path can rival the walls. Deep attic insulation and a sealed ceiling plane serve both heat and sound (Insulation · Attic strategies); the partition-head gaps are holes in that plane.

Rain noise is a structure-borne excitation of the outer skin and depends on its mass and damping. Concrete tile on battens is not a significant rain source; thin metal roofing and skylights over a room are.

5 · Interior isolation: partitions, doors and targets

Bottom line. Interior isolation is decided by the connection between the leaves, the cavity depth and the weakest path through the wall, usually the door.

Partition assemblies compared

PartitionsExterior envelopeFloor–ceilings

Informs D2

Table 11 and Figure 12 compare the common partitions.

Table 11 Wood-stud partitions: typical laboratory ratings, thickness and resonance
AssemblySTC (lab, typical)ThicknessCouplingf₀, Hz (filled)Note
A Single 2×4, one layer ½ in each side, insulated33–354½ inRigid(83)Studs bridge both faces
B Single 2×4, two layers each side with damping compound43–476 inRigid(52)Damping fills the coincidence dip; bridge remains
C Single 2×4, resilient channel one side, two layers46–525⅞ inLine-resilient (mount 100–200 Hz)59Mount resonance near 150 Hz; one long screw shorts it
D Single 2×4, isolation clips and hat channel one side, two layers52–577 inPoint-resilient (mount 20–40 Hz)53Cavity is the stud bay plus the standoff
E Staggered 2×4 on a 2×6 plate, one layer each side50–556¾ inRigid at the shared plates(58)Plates remain a bridge
F Double 2×4 on separate plates, 1 in gap, two layers each side58–6510½ inIndependent34f₀ near the bottom of the traffic band

STC ranges are typical published values for the construction, not test data for a specific assembly. f₀ is computed for the stated leaves and cavity; in parentheses for rigid assemblies, where the stud short, not f₀, limits performance.

Partition assemblies in plan section, to one scaleSix partitions drawn in plan to the same scale: single stud, single stud with double layers and damping, resilient channel, isolation clips, staggered studs and double studs. Width ranges from 4.5 to 10.5 inches.A · STC 33–354½ inf₀ ≈ 83 HzrigidB · STC 43–476 inf₀ ≈ 52 HzrigidC · STC 46–525⅞ inf₀ ≈ 59 HzchannelD · STC 52–577 inf₀ ≈ 53 HzclipsE · STC 50–556¾ inf₀ ≈ 58 Hzshared platesF · STC 58–6510½ inf₀ ≈ 34 Hzindependent
Figure 12. Partitions to one scale. Wall thickness is a floor-plan dimension, so the choice is made in the framing plan. A and B are rigidly coupled and behave close to one heavy panel; C to F break the bridge in different ways at increasing width.

Only the double-stud wall puts its resonance near the bottom of the traffic band (about 34 Hz filled, so decoupling works from about 48 Hz up), and its cavity doubles as a chase that needs no notching. Its cost is floor area: 10½ in across a 12 ft wall is about 6 sf. A wall that cannot be rebuilt (a braced panel, a wall under a girder truss) is limited to mass, damping and furring on its faces (Framing · Which walls are structural).

Other options in brief: mass-loaded vinyl is a limp mass, costlier per pound than a second gypsum layer; "sound" gypsum panels are option B with damping pre-applied; steel studs are inherently somewhat resilient and suit non-bearing walls, but change fastening and blocking throughout.

A door is the weakest path in most partitions

PartitionsExterior envelopeFloor–ceilings

Informs D4

Table 12 shows the door's effect on a good partition.

Table 12 A 12 × 8 ft STC 55 partition with a 32 × 80 in door
DoorDoor STC (typical)Wall with doorPlus ¾ in undercut
Hollow-core, no seals182523
Solid-core, no seals233025
Solid-core, full seals and drop seal3239—

Undercut modeled as a 24 in² opening. The rating of an acoustic door applies to the assembly with its frame and seals.

An STC 55 wall with an unsealed hollow-core door performs in the mid-20s; a solid-core door with full perimeter seals and a drop seal raises the same wall by about 14 dB. Jamb depth and hardware are fixed at framing.

What a given rating sounds like

PartitionsExterior envelopeFloor–ceilings

Informs D1

Table 13 maps ratings to what is heard.

Table 13 Rating to experience, for setting a target per adjacency (field values)
STCThrough the partitionReference
25Normal speech easily understoodHollow-core door, or an unsealed partition
30Normal speech audible; loud speech understoodMany nominally better walls once a door or leak is included
35Loud speech audible, not intelligibleAbout assembly A
40Loud speech faintly audible; normal speech inaudibleConversation privacy, not television
45Loud speech barely audibleCRC Appendix BG between dwelling units; about assembly B
50Loud speech inaudible; bass and impact still passCBC 1206 between dwelling units
55Amplified music faintly audible at low frequencyUpper C, D
60+Most airborne sound inaudible; bass still passes a shallow cavityF; above about 55, cavity depth matters more than added points

Indicative steady background targets, for orientation only: bedrooms NC 25–30, living rooms NC 30–35, media rooms NC 20–25, kitchens and baths NC 35–40; for sleep, single events at or below about 45 dB Lmax. NC and RNC curves differ at the same number and are not interchangeable.

6 · Impact and structure-borne noise

Bottom line. Force injected into the frame travels through wood with little loss and is radiated by every connected surface; it is reduced at the source by isolation, and transmission loss does not apply.

Impact is rated by the level produced below, not by a loss

PartitionsExterior envelopeFloor–ceilings

Informs D5

Table 14 gives typical ratings for wood floor–ceilings.

Table 14 Wood floor–ceiling assemblies: typical airborne and impact ratings
AssemblySTCIICNote
Wood joists, subfloor, gypsum ceiling35–4025–35Baseline
+ resilient channel ceiling45–5240–50
+ isolation clip ceiling50–5845–55
+ gypsum-concrete topping+3 to +6+5 to +10Adds dead load
+ floating floor on a resilient mat+5 to +10+10 to +20Only with a continuous perimeter break
+ carpet and pad0 to +1+20 to +30Large IIC effect, no STC effect

Carpet's divergence, almost no airborne effect and a large impact effect, is the clearest evidence that the two mechanisms are different. IIC uses a tapping machine and covers 100–3,150 Hz; heavy footfall and dropped objects put energy below 100 Hz, so an assembly rated IIC 55 can still pass a thump.

Rotating machines force the frame below every rating band

PartitionsExterior envelopeFloor–ceilings

Informs D5

f = rpm / 60 (plus harmonics 2f, 3f, …)

a machine shakes the floor at its turning speed in cycles per second, and at multiples of it.

A washer spinning at 1,000–1,400 rpm forces the floor at 16.7–23.3 Hz; direct-drive fans at 15–30 Hz; pumps near 29 Hz; compressors 29–58 Hz, and inverter-driven compressors across a wide range. These fundamentals sit below the IIC and STC ranges, so neither rating speaks to them. The force travels as bending waves through joists and studs and is radiated most efficiently by large, light surfaces such as the gypsum ceiling below (Figure 13).

Structure-borne paths from a washer to the room belowSection: the washer injects force through its feet into the floor framing, which carries it to the ceiling below and to walls. Rigid plumbing and casework contact bypass the mounts.ceiling of the room below radiates the vibration as soundwashermountsrigid plumbing:bypasses the mountscasework touching the machine
Figure 13. A machine on a wood floor. The mounts (green) act on the force at the source; rigid plumbing and casework (red) bypass them; the ceiling below radiates what reaches it. Adding mass to that ceiling changes one radiator among many.

Mount deflection sets isolation; below √2 the mount amplifies

PartitionsExterior envelopeFloor–ceilings

Informs D5

fₙ ≈ 3.13 / √δ T = 1 / |1 − (f/fₙ)²| isolation = −20·log₁₀(T)

δ static deflection of the mount under load, in · fₙ mount natural frequency, Hz · T fraction of force transmitted

a softer mount (more deflection) has a lower natural frequency; it isolates only when the machine runs well above it, and amplifies when the two are close.

Table 15 and Figure 14 give the isolation of common mounts at three spin speeds.

Table 15 Isolation (dB) by mount and spin speed
Mountδ, infₙ, Hz1,000 rpm (16.7 Hz)1,200 rpm (20 Hz)1,400 rpm (23.3 Hz)
Hard rubber pad0.0514.0no benefit; may amplify0.45.0
Typical anti-vibration pad0.19.95.39.813.2
Elastomer mount0.256.315.719.322.2
Restrained spring0.44.920.323.726.5
Spring mount13.128.732.034.7

Below f/fₙ = √2 the undamped model is not valid; without damping data the supportable statement is "no benefit, possibly worse," not a number.

Force transmissibility of a machine mount against frequency ratioIsolation in decibels against the ratio of forcing frequency to mount natural frequency. Below √2 the mount amplifies. The five mounts are placed at their ratio for a 20 Hz washer spin.-100102030401√223468f / fₙ (log scale)Isolation, dBamplifiesHard rubber pad, δ 0.05 in: 0.4 dBTypical anti-vibration pad, δ 0.1 in: 9.8 dBElastomer mount, δ 0.25 in: 19.3 dBRestrained spring, δ 0.4 in: 23.7 dBSpring mount, δ 1 in: 32.0 dB
Figure 14. Mount isolation against frequency ratio. A stiff rubber pad sits at the crossover at 20 Hz and does almost nothing; at 1,000 rpm it is in the amplification region. Useful isolation starts at about ¼ in of static deflection under the operating load.

The model assumes a rigid base. On a wood floor, whose own natural frequency is often 15–25 Hz, the isolation holds only where the floor deflects little compared with the mount; a soft floor erodes it.

The mechanisms for a machine over a quiet room, ranked by how directly each acts on the cause: moving the machine off a sensitive room (total, and available only while the layout is open); isolating it with mounts of at least ¼ in deflection, the machine level and touching nothing (about 15–20 dB); breaking the path with a floated floor or a decoupled ceiling below; stiffening the floor to move its own resonance away from the forcing; and adding mass to the ceiling below, which acts only on radiation. This ranks mechanisms by directness, not a sequence of work.

Rigid connections bypass the mounts

PartitionsExterior envelopeFloor–ceilings

Informs D5

A mount works only if it is the sole connection. Rigid supply and drain lines, a machine touching cabinetry or the wall, two machines touching each other, and rigid conduit each carry force around it. Flexible supply connectors and a resiliently supported drain are inexpensive; built-in casework that touches the machine re-couples it.

Floor build-ups for isolation compete with radiant floors for dead load

PartitionsExterior envelopeFloor–ceilings

Informs D5

A floated floor and a radiant-floor topping both add dead load to the second-floor framing, and both use the same build-up depth. A 1½ in gypsum-concrete topping can move a beam up a size (Framing · Added floor dead load). A decoupled ceiling below a machine room cannot also be a thermally coupled radiant ceiling, so the choice of ceiling below fixes the radiant method in that zone (HVAC · Radiant delivery by floor). Recessed lights in a decoupled ceiling are holes in the leaf plus rigid penetrations (Lighting · Recessed fixtures).

7 · Code: what binds and what does not

Bottom line. No acoustic standard binds an interior remodel of a detached house; structural, fire and energy rules still limit what can be built, and the work is inspected for those.

No acoustic standard binds an interior remodel of a detached house

Every acoustic requirement in the California codes is scoped to separations between dwelling units, or to nonresidential buildings (Figure 15). Within one detached house there is no code STC, IIC or interior level for a plan checker to enforce.

Table 16 lists each provision and why it does or does not reach this work.

Table 16 Acoustic provisions and whether they bind an interior remodel of a detached house
ProvisionRequirementBinds here?Why
CRC Appendix BG, Sound TransmissionWalls and floor–ceilings between dwelling units, including townhouses: STC 45 lab or NNIC 42 field; floor–ceilings also IIC 45 or NISR 42NoScope (between units) and adoption (appendices bind only where adopted locally). A benchmark: the floor the state considers acceptable between strangers
CBC 1206Between dwelling or sleeping units: STC 50 / NNIC 45 airborne, IIC 50 / NISR 45 impact; interior level from exterior sources ≤ 45 dB (Ldn or CNEL)NoApplies to buildings under the CBC (Part 2); a single-family house is under the CRC
CALGreen 5.507.4Within a 65 dB CNEL contour of a freeway, railroad or similar: assemblies STC 50 or OITC 40, windows STC 40 or OITC 30 (or STC 45 / OITC 35 where only an hourly level is known)NoNonresidential mandatory measure; a useful facade benchmark
General plan noise elementCommonly 45 dB CNEL interior for new residential land useNot to an alteration permitApplied through discretionary review of new development
Noise ordinanceLimits on noise emitted from a propertyDuring constructionRegulates what is emitted, not what is received
Which acoustic standard binds a projectFlowchart: an assembly separating dwelling units falls under CBC 1206 if the building is under the CBC, or CRC Appendix BG where that appendix is adopted. An interior remodel of a detached single-family house has no mandatory acoustic standard. Separately, CALGreen acoustic control applies to nonresidential buildings.Does the assembly separate two dwelling units?walls or floors between units, or townhousesBuilding under the CBC (R-1, R-2)?yesYes: CBC 1206STC 50, IIC 50No: CRC App. BGSTC 45, IIC 45BG binds only where adopted locallynoDetached single-family, interior workno code-mandated STC, IIC or interior levelStructural, fire and energy rules still bindwhat can be built (Part 7).Separately, for nonresidential buildings:CALGreen 5.507.4 in a 65 dB CNEL contoura facade benchmark only, for a house
Figure 15. Which acoustic standard binds. For a detached single-family remodel the answer is none; the benchmarks are useful for setting targets.

With no inspection to fail there is also no backstop. A structurally deficient beam is caught at plan check; an acoustically inert wall is found after the drywall is finished, when the only remedy is demolition. Numerical targets per adjacency (Part 5) take the place of the missing standard.

Verify

CBC 1206 and CRC Appendix BG values are from the 2025 editions as published by GoCodeBook; the CALGreen 5.507.4 values are as quoted in city acoustical reports and are confirmed against the adopted text before being used as targets.

Structural, fire and energy rules constrain acoustic assemblies

Table 17 collects the provisions that limit what may be built.

Table 17 Binding provisions that limit what may be built acoustically
ProvisionRequirementAcoustic consequence
CRC R602.10 (braced wall panels)Sheathing is nailed directly to studs at the specified edge nailingA braced panel cannot be decoupled under its sheathing; clips or channel may go over the sheathing, leaving one rigid leaf plus a decoupled skin
CRC R802.10.4No truss member altered without designNothing acoustic cuts or notches a chord or web; slip clips at partition heads are common practice for truss movement, not a code requirement
CRC R302.6⅝ in Type X on a garage ceiling under habitable spaceA decoupled garage ceiling still has to deliver the required Type X membrane; how the board attaches on channel or clips is checked with the building official
CRC R302.11Fire-blocking in concealed spacesSolid blocking across both leaves of a double wall bridges it; one-leaf blocking or mineral wool satisfies both
CRC R317.1Treated plates on concreteA double-stud wall on a slab has two treated plates
CRC R502.8, R602.6Notching and boring limitsA double-stud cavity is a chase that needs no notching
CRC R310, Title 24 Part 6Escape openings; fenestration U and SHGCAcoustic glazing still meets egress and energy rules (Windows & Doors · Escape openings)
CRC R301.5, R502, R301.2.2.2Floor live and dead loads; prescriptive weight limitsToppings and floated floors are added dead load and can leave the prescriptive path (Part 6)

Rebuilding a partition is framing work and needs a building permit; inspection takes place at framing (including fire-blocking in double-stud and staggered walls), at insulation where required, and at drywall nailing where a rated assembly is involved.

Where it goes wrong

  1. Treating three mechanisms as one. Mass on a ceiling for a spin cycle, or a rebuilt wall behind an old window, fails because the treatment does not act on the mechanism (Table 1, Part 3).
  2. Checking the wall and not the paths. An STC 60 wall with a hollow-core door performs near 25; an ERV branch or an unsealed box does the same (Part 3).
  3. Leaving the truss-head gap open, or sealing it rigidly. Open, it concedes about 20 dB; rigid, it cracks within a season (Part 3).
  4. Using resilient channel for low-frequency problems. It gives no isolation below about 210 Hz, and one long screw shorts it (Part 2).
  5. Buying mass for a low-frequency problem. Mass gains 6 dB per doubling at every frequency and leaves the f₀ dip where it was (Part 2).
  6. Decoupling under the sheathing of a braced panel, which destroys the shear connection (Part 7).
  7. Fire-blocking across both leaves of a double wall: it fails the acoustics or the inspection (Part 7).
  8. Stiff rubber pads under a machine. At 0.05 in deflection a pad does almost nothing at 20 Hz and can amplify at lower speeds; useful isolation starts near ¼ in (Part 6).
  9. Machines touching casework, walls or each other, or rigidly plumbed (Part 6).
  10. Specifying windows on STC alone. For traffic, STC flatters by 5–10 points (Part 1); symmetric glazing shares one coincidence dip (Part 2).
  11. Judging a facade by CNEL alone where intermittent sources wake people (Part 4).
  12. Acoustic panels bought to stop transmission; they change reverberation in the room (Part 4).
  13. Clipping over intact drywall and expecting the stud-bay f₀; the cavity is only the standoff (Part 2).

Reference

Glossary

Leaf
One independent panel of an assembly. Studs fastened to both faces make a rigidly coupled double leaf, which behaves closer to one panel.
Decoupling
Separating two leaves so vibration in one is not conducted into the other; changes the slope of loss with frequency.
f₀ (mass–air–mass resonance)
The frequency at which two leaves bounce on their air spring; the benefit of a cavity begins above √2·f₀.
Coincidence (critical) frequency
Where a panel's bending wave matches the sound wavelength in air and loss dips.
Constrained-layer damping
A viscoelastic layer between two boards that turns bending energy into heat.
Flanking
Any path that bypasses the assembly being rated.
τ (transmission coefficient)
The fraction of incident sound energy transmitted, 10^(−TL/10); the quantity that adds across paths.
Transmissibility T
For a mount, the fraction of force passed to the structure.
Static deflection δ
How far a mount compresses under its operating load; sets its natural frequency.
Schroeder frequency
Below it a room's sound field is dominated by modes and a single room level is not meaningful.
CNEL
Community Noise Equivalent Level: 24-hour A-weighted average with +5 dB evening and +10 dB night penalties.
Lmax, Leq
The maximum level during an event, and the energy-average level over a period.
NC, RNC
Noise criteria curves for steady background sound (ANSI/ASA S12.2); not interchangeable at the same number.
Sabin
One square foot of perfect absorption; room absorption A = Σ(S·α).
STC, OITC, IIC, NNIC, NISR
Single-number ratings; see the ratings table in Part 1.

Formula sheet

Mass law TL = 20·log₁₀(m·f) − 47.4 (m kg/m², f Hz) Double-leaf resonance f₀ = (1/2π)·√[γP₀(1/m₁ + 1/m₂)/d] γP₀ 1.42e5 empty, 1.013e5 filled Cavity cutoff f_l = c / (2πd) Sharp, region 2 TL = TL₁ + TL₂ + 20·log₁₀(2kd), k = 2πf/c; above f_l TL₁ + TL₂ + 6 Rigid bridge TL_bridge = mass law(m₁ + m₂); τ = (1 − φ)τ_air + φτ_bridge Composite τ̄ = Σ(Sᵢτᵢ)/ΣSᵢ ; TL = 10·log₁₀(1/τ̄) Flanking τ_total = τ_direct + Στ_flank Distance point −20·log₁₀(d/d₀) ; line −10·log₁₀(d/d₀) Room NR = TL − 10·log₁₀(S/A) ; f_S = 2000·√(RT/V) Machine forcing f = rpm/60 Mount fₙ ≈ 3.13/√δ (in) ; T = 1/|1 − (f/fₙ)²| ; valid for f/fₙ ≥ √2 Perception 3 dB noticeable · 5 dB clear · 10 dB ≈ half as loud

Figure color legend

Red: deficient, or fails the stated criterionAmber: marginal, or a caveated bandGreen: meets the criterionGray: existing or baselineTeal: neutral quantity, reference line or annotation; never a grade

Line charts of transmission loss use a teal family for the reference curves and red, amber and green only where a curve carries a grade, as stated in each caption.

Code points and inputs to confirm

Sources

Set v2 draft 1, 2026-10-23: rewritten to spec set v2 from the v1 guide (archived) and calculation reference v1.7, revised after review; values from one script. 2026-10-23: Insulation and HVAC references now link to their set v2 guides. Draft 1a, 2026-10-23: Plumbing and Lighting links repointed to the v2 guides.

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