Sanity check: Wall assembly options for backyard drum studio (targeting 70 dB at property line)
Posted: Sun, 2026-Jan-25, 22:17
Hello all!
I'm planning a detached backyard drum studio (new construction, room-within-a-room design) and want to sanity-check my wall assembly options before committing. I've done some research but the theoretical transmission loss calculations I'm running seem pessimistic compared to what I see in successful builds online. Some background on my project:
Project Goals
- Primary use: Acoustic drum practice and recording
- Location: Residential backyard in Texas USA, ~30 ft from property line
- Foundation: Concrete slab (no floating floor planned)
- Roof/ceiling: TBD - haven't finalized assembly yet
- Noise constraint: City ordinance limits:
- Daytime (7 AM - 10 PM): 70 dB(A) / 80 dB(C) at property line
- Nighttime (10 PM - 7 AM): 50 dB(A) / 60 dB(C) at property line
- I plan to play during daytime only, so targeting the 70 dB(A) / 80 dB(C) limit
- Source level: Acoustic drums typically produce 105-115 dBC (I'm using 110 dBC as my reference)
- Required isolation: ~40 dB minimum to meet daytime limit, targeting 55-60 dB for safety margin
The Concern
I'm particularly worried about kick drum frequencies (40-80 Hz). My understanding is that double-wall systems have a mass-spring-mass resonance frequency where isolation drops, and I want to make sure whichever assembly I choose doesn't have its resonance frequency right in the kick drum range.
Options I'm Considering
Approach A: Decoupled Double Stud Wood Frame (most common approach I've found in the US)
- Outer leaf: 2×4 studs + 2× 5/8" drywall (~21.4 kg/m² / 4.4 lbs/ft²)
- Inner leaf: 2×4 studs + 2× 5/8" drywall (~21.4 kg/m² / 4.4 lbs/ft²)
- Cavity: 8" total (3.5" outer stud + 1" gap + 3.5" inner stud), filled with mineral wool
- Estimated resonance: ~41 Hz
Approach B: CMU (concrete block) Outer Shell + Decoupled Wood Inner Frame
- Outer leaf: 8" CMU solid grouted (~420 kg/m² / 86 lbs/ft²)
- Inner leaf: 2×4 studs + 2× 5/8" drywall (~21.4 kg/m² / 4.4 lbs/ft²)
- Cavity: 4" air gap with mineral wool
- Estimated resonance: ~42 Hz
Approach C: Decoupled Double Brick Shells
- Outer leaf: Single wythe brick (~195 kg/m² / 40 lbs/ft²)
- Inner leaf: Single wythe brick (~195 kg/m² / 40 lbs/ft²)
- Cavity: 4" air gap
- Estimated resonance: ~19 Hz
My Calculations
I built a simple transmission loss calculator using the London/Sharp mass-air-mass formulas. The graph attached shows estimated TL across the frequency spectrum for each approach.
According to the graph, Approach A (double-stud wood) shows a resonance dip right around 40 Hz, while B performs similarly but with more mass (thus more isolation across the board), and C's resonance is well below the kick drum range.
But here's my confusion: Countless drum studios have been built successfully with double-stud wood construction (Approach A), and Rod Gervais specifically recommends it. What is missing from these theoretical calculations?
It seems that the isolation right at the kick drum frequencies for approach A are basically negligible. It doesn't look like it would drop that specific frequency to my target.
Questions
1. For those who've built studios with double-stud wood: did you have issues with kick drum isolation, or does it work fine in practice?
2. Given my 70 dB daytime limit, would Approach A be sufficient, or should I consider the heavier masonry options?
3. What am I missing here? There has to be something here given all the studios I've seen built with this approach with great results.
Thanks for any insights!
I'm planning a detached backyard drum studio (new construction, room-within-a-room design) and want to sanity-check my wall assembly options before committing. I've done some research but the theoretical transmission loss calculations I'm running seem pessimistic compared to what I see in successful builds online. Some background on my project:
Project Goals
- Primary use: Acoustic drum practice and recording
- Location: Residential backyard in Texas USA, ~30 ft from property line
- Foundation: Concrete slab (no floating floor planned)
- Roof/ceiling: TBD - haven't finalized assembly yet
- Noise constraint: City ordinance limits:
- Daytime (7 AM - 10 PM): 70 dB(A) / 80 dB(C) at property line
- Nighttime (10 PM - 7 AM): 50 dB(A) / 60 dB(C) at property line
- I plan to play during daytime only, so targeting the 70 dB(A) / 80 dB(C) limit
- Source level: Acoustic drums typically produce 105-115 dBC (I'm using 110 dBC as my reference)
- Required isolation: ~40 dB minimum to meet daytime limit, targeting 55-60 dB for safety margin
The Concern
I'm particularly worried about kick drum frequencies (40-80 Hz). My understanding is that double-wall systems have a mass-spring-mass resonance frequency where isolation drops, and I want to make sure whichever assembly I choose doesn't have its resonance frequency right in the kick drum range.
Options I'm Considering
Approach A: Decoupled Double Stud Wood Frame (most common approach I've found in the US)
- Outer leaf: 2×4 studs + 2× 5/8" drywall (~21.4 kg/m² / 4.4 lbs/ft²)
- Inner leaf: 2×4 studs + 2× 5/8" drywall (~21.4 kg/m² / 4.4 lbs/ft²)
- Cavity: 8" total (3.5" outer stud + 1" gap + 3.5" inner stud), filled with mineral wool
- Estimated resonance: ~41 Hz
Approach B: CMU (concrete block) Outer Shell + Decoupled Wood Inner Frame
- Outer leaf: 8" CMU solid grouted (~420 kg/m² / 86 lbs/ft²)
- Inner leaf: 2×4 studs + 2× 5/8" drywall (~21.4 kg/m² / 4.4 lbs/ft²)
- Cavity: 4" air gap with mineral wool
- Estimated resonance: ~42 Hz
Approach C: Decoupled Double Brick Shells
- Outer leaf: Single wythe brick (~195 kg/m² / 40 lbs/ft²)
- Inner leaf: Single wythe brick (~195 kg/m² / 40 lbs/ft²)
- Cavity: 4" air gap
- Estimated resonance: ~19 Hz
My Calculations
I built a simple transmission loss calculator using the London/Sharp mass-air-mass formulas. The graph attached shows estimated TL across the frequency spectrum for each approach.
According to the graph, Approach A (double-stud wood) shows a resonance dip right around 40 Hz, while B performs similarly but with more mass (thus more isolation across the board), and C's resonance is well below the kick drum range.
But here's my confusion: Countless drum studios have been built successfully with double-stud wood construction (Approach A), and Rod Gervais specifically recommends it. What is missing from these theoretical calculations?
It seems that the isolation right at the kick drum frequencies for approach A are basically negligible. It doesn't look like it would drop that specific frequency to my target.
Questions
1. For those who've built studios with double-stud wood: did you have issues with kick drum isolation, or does it work fine in practice?
2. Given my 70 dB daytime limit, would Approach A be sufficient, or should I consider the heavier masonry options?
3. What am I missing here? There has to be something here given all the studios I've seen built with this approach with great results.
Thanks for any insights!