The Building Standards (Scotland) Amendment Regulations 1987

Statutory Instruments

1987 No. 1231 (S.89)

BUILDING AND BUILDINGS

The Building Standards (Scotland) Amendment Regulations 1987

Made

9th July 1987

Laid before Parliament

24th July 1987

Coming into force

21st September 1987

The Secretary of State, in exercise of the powers conferred on him by section 3 of, and Schedule 4 to, the Building (Scotland) Act 1959(1), and of all other powers enabling him in that behalf, and, as required by section 3(6) of that Act(2), having consulted the Building Standards Advisory Committee and such other bodies as appear to him to be representative of the interests concerned, hereby makes the following Regulations:

Citation and commencement

1.—(1) These Regulations may be cited as the Building Standards (Scotland) Amendment Regulations 1987, and the Building Standards (Scotland) Regulations 1981 to 1986(3) and these Regulations may be cited together as the Building Standards (Scotland) Regulations 1981 to 1987.

(2) These Regulations shall come into force on 21st September 1987.

Interpretation

2.  In these Regulations, unless the context otherwise requires–

(a) “the building standards regulations” means the Building Standards (Scotland) Regula tions 1981 and other words and expressions have the same meaning as in the said Regulations;

(b) any reference to a Part, regulation, Table or Schedule shall be construed as a reference to a Part or regulation of, or Table or Schedule to, the building standards regulations.

Transitional provisions

3.  In relation to the granting of a warrant for the construction or change of use of a building where application therefor was made before the date of coming into force of these Regulations, and in relation to any subsequent extension of the period of validity of such a warrant or amendment of its terms, these Regulations shall not be treated as having amended the building standards regulations for the purpose of construing the words “building standards regulations” in sections 4B(1) and (2), 6(2), (3), (3A), (7) and (8), 6AA, 6A, 9(2A) and 10 of the Building (Scotland) Act 1959(4).

Amendment of the building standards regulations

4.  The building standards regulations shall be amended in accordance with these Regula tions.

5.—(1) In regulation A5(1)–

(a) the entries for the following terms shall be deleted:–

• the second definition of APARTMENT, and

• STANDARD IMPACT METHOD;

(b) in the first definition of APARTMENT, the words “except in regulation H4” shall be deleted.

(2) For Part H there shall be substituted Part H as set out in Schedule 1 to these Regulations.

(3) For regulation Q5(9) there shall be substituted–

“(9) The hot water supply to every shower bath, whether provided to meet this regulation or not, shall be by means of either an instantaneous electric water heater which complies with BS 3456: Section 3.9: 1979 or a valve which complies with BS 1415: Part 1: 1976 or BS 1415: Part 2: 1986.”.

(4) In Table 1 to Schedule 2–

(a) after the entry relating to BS 1390:1972 there shall be inserted in columns (1) to (4) respectively–

“BS 1415: Part 1: 1976	1	AMD 2955	Q5(9)
	2	AMD 3161
BS 1415: Part 2: 1986	–	–	Q5(9)”;

(b) for the entry relating to BS 2750: 1956 there shall be substituted in columns (1) to (4) respectively–

“BS 2750: Part 4: 1980

–

–

Schedule 17, H3”;

(c) after the entry substituted by sub-paragraph (b) there shall be inserted in columns (1) to (4) respectively–

“BS 2750: Part 7: 1980

–

–

Schedule 17, H3”;

(d) after the entry relating to BS 3456: Section 2.30: 1971 there shall be inserted in columns (1) to (4) respectively–

“BS 3456: Section 3.9: 1979	1	AMD 3462	Q5(9)
	2	AMD 3887
	3	AMD 5063”;

(e) in the entry relating to BS 5628: Part 3: 1985 there shall be inserted in column (4), after the reference to Schedule 13, “Schedule 17, H3”;

(f) after the entry relating to BS 5810:1979 there shall be inserted in columns (1) to (4) respectively–

“BS 5821: Part 1: 1984	–	–	Schedule 17, H3
BS 5821: Part 2: 1984	–	–	Schedule 17, H3”.

(5) In Table 2 to Schedule 2 the entry relating to CP3:Chapter III:1972 shall be deleted.

(6) In Part II of Schedule 13 the entries for Part H shall be deleted.

(7) After Schedule 16 there shall be inserted Schedule 17 as set out in Schedule 2 to these Regulations.

(8) In the Arrangement of Regulations prefacing the building standards regulations–

(a) the entry “H4 Measurement of sound transmission” and, in the entry relating to H3, the asterisk and the words “Table to regulation H3” shall be deleted; and

(b) after the entry relating to Schedule 16 there shall be inserted–

“Schedule 17: Specified constructions and performance standards for resistance to the transmission of sound”.

(9) In Index 2 the entry “H4 Measurement of sound transmission 00” shall be deleted.

(10) In Index 3–

(a) the reference “H4” shall be deleted from the entries relating to–

• Apartment, definition,

• Floor, sound insulation, and

• Separating floor, sound insulation;

(b) in the entries relating to “Apartment” and to “Sound insulation” the entry “measurement of sound transmission H4” shall be deleted;

(c) in the entry relating to “Separating wall”, after the entry “requirements for fire protection D5 D6 D7” there shall be inserted “sound insulation H3”.

James Douglas-Hamilton,

Parliamentary Under Secretary of State, Scottish Office

New St. Andrew’s House,

Edinburgh

9th July 1987

Regulation 5(2)

SCHEDULE 1

PART H Resistance to the transmission of sound

Application of Part H

H1— (1) This Part shall apply only to a building or part of a building of occupancy sub-group A1 or A2.

(2) The provisions of this Part shall not be subject to specification in a notice served under section 11 of the Act (which enables local authorities to require existing buildings to conform to these regulations).

Interpretation of Part H

H2   In this Part the following expressions have the meanings respectively assigned to them by regulation A5(1):–

• THE ACT

• BUILDING

• CONSTRUCT and CONSTRUCTION

• HOUSE

• OPEN ACCESS BALCONY.

Separating walls and floors

H3— (1) Where a wall separates a house from any other building or where a wall or floor separates a house forming part of a building from any other part of that building, the wall or floor, as the case may be, shall be so constructed that, in conjunction with other components of the structure of the building in association therewith, it provides adequate resistance to airborne sound transmission.

(2) Where a floor situated above a house forming part of a building separates the house from any other part of that building, the floor shall be so constructed that, in conjunction with other components of the structure of the building in association therewith, it provides adequate resistance to impact sound transmission.

(3) Nothing in this regulation shall apply to any wall separating a house from an open access balcony.

(4) For the purposes of this regulation adequate resistance will be provided by constructing every separating wall or floor to which this Part applies either–

(a) in accordance with an appropriate specification in Part II of Schedule 17, or

(b) so as to attain the appropriate performance standard as set out in Part III of Schedule 17.

Regulation 5(7)

SCHEDULE 2

Regulation H3

SCHEDULE 17 Specified constructions and performance standards for resistance to the transmission of sound

PART I: INTERPRETATION OF PART II OF SCHEDULE 17

Arrangement

1.   Walls and floors providing adequate resistance to sound transmission are specified, arranged by construction type. For each type the critical points of workmanship are identified, any limits on use are noted, a set of specified constructions is given, and the junctions with adjoining elements are detailed.

Dimensions

2.   The thicknesses, masses, and other dimensions quoted shall be taken as the minimum required unless otherwise stated. Greater figures are therefore permissible. Note that the timber sizes quoted are actual sizes—therefore a requirement for joists, for example, to be 45 mm wide means that if nominal sizes are used on a drawing 50 mm should be specified.

Calculating the required mass

3.   Where a mass is specified for walls it is expressed in kilogrammes per square metre of wall face area (kg/m²). For floors the mass is expressed in kilogrammes per square metre on plan (kg/m²).

4.   To calculate the mass of a leaf of masonry the formulae in Table 1 must be used. Densities of bricks or blocks (at 3% moisture content) may be taken from a current Agrément Certificate or from the manufacturer’s literature in which case the building control authority may ask for confirmation, eg that the measurement was done by an accredited test house. Note that the quoted density of bricks or blocks is normally the apparent density, ie the weight divided by the volume including perforations, voids or frogs. This is the density appropriate to the formulae. For co-ordinating heights not in the Table, use the formula for the nearest height. Include plaster or render in calculating the mass, but exclude any dry-lining.

Table 1: Calculating the mass of masonry leaf

Co-ordinating height of masonry course (mm)	formula to be used
75	M = T (0.79 D + 380) + NP
100	M = T (0.86 D + 255) + NP
150	M = T (0.92 D + 145) + NP
200	M = T (0.93 D + 125) + NP

Where	M = Mass of 1 m2 of leaf in kg/m2
	T = Thickness of masonry in metres (ie unplastered thickness)
	D = Density of masonry units in kg/m3 (at 3% moisture content)
	N = Number of plastered faces
	P = Mass of 1 m2 of plaster in kg/m2 (see below).

Mass of plaster (assumed thickness 13 mm)

Lightweight	10 kg/m2
Gypsum	17 kg/m2
Cement Render	29 kg/m2

5.   In Table 1 a mortar joint of 10 mm and a dry, set mortar density of 1800 kg/m³ are assumed. Values within 10% of these figures are acceptable.

6.   for in-situ concrete or screeds calculate the mass by multiplying the density (kg/m³) by the thickness (in metres). For slabs or composite floor bases divide the total mass of the element (kg) by the plan area of the element (m²).

Conditions on the use of specified constructions

7.   In any separating wall to which Part II of this Schedule applies, the following conditions must be met:–

(a) No opening shall be permitted except a doorway between a house and a stairway or passage where the doorway is protected by a fire resisting door satisfying Part D.

(b) No service pipes or ducts shall pass through a separating wall except between a house and a stairway, passage or duct where the pipe or duct is protected to satisfy Part D.

(c) Chases for services are allowed in Wall Types 1 or 2 provided they comply with paragraph 19.6 of BS 5628: Part 3: 1985. In Wall Type 3, services may pierce the freestanding panels provided any gaps are sealed with tape or caulking. In order to comply with regulation D7 no services are permitted in Wall Type 4.

(d) Flues are only permitted in walls where the flue is of masonry construction (including precast concrete flue blocks). No flues are permitted in Wall Type 4.

8.   In any separating floor to which Part II of this Schedule applies no opening is permitted except an opening for a service duct, pipe or flue protected to satisfy Part D or Part F and which is also enclosed to satisfy this Part—ie above and below the floor.

9.   Paragraphs 7 and 8 do not apply to separating walls or floors where the alternative method of compliance (described in Part III of this Schedule) is chosen.

PART II: SPECIFIED CONSTRUCTIONS

Wall Type 1: Solid Masonry The resistance to airborne sound depends mainly on the mass of the wall. Points to watch Fill masonry joints with mortar (to achieve the mass and to avoid air paths). Limit the pathways around the wall (to reduce flanking transmission). Constructions Five wall constructions which will give suitable resistance to direct transmission are specified. Details of how junctions must be made to limit flanking transmission follow.
A.   Brick, plastered both sides. Mass including plaster 375 kg/m2. 13 mm plaster each side. Lay bricks in a bond which includes headers. Example: 215 mm brick, lightweight plaster, 75 mm coursing; brick density of 1610 kg/m3 gives the required mass.
B.   Brick, plasterboard both sides. Mass of masonry alone 395 kg/m2. 12.5 mm plasterboard each side, use any normal fixing method. Lay bricks in a bond which includes headers. Example: 215 mm brick, 75 mm coursing, brick density of 1845 kg/m3 gives the required mass.
C.   Concrete block, plastered both sides. Mass including plaster 415 kg/m2. 13 mm plaster each side. Use blocks which extend to the full thickness of the wall. Example: 215 mm block, lightweight plaster, 110 mm coursing; block density of 1840 kg/m3 gives the required mass.
D.   Concrete block, plasterboard both sides. Mass of masonry alone 415 kg/m2. 12.5 mm plasterboard each side, use any normal fixing method. Use blocks which extend to the full thickness of the wall. Example: 215 mm block, 150 mm coursing; block density of 1945 kg/m3 gives the required mass.
E.   Concrete, in-situ or large panel. Plaster optional. Density 1500 kg/m3. Mass (including plaster if used) 415 kg/m2. Fill joints between panels with mortar. Example: an unplastered wall of density 2200 kg/m3; 190 mm thickness gives the required mass.
Junctions
Roof Fire-stop the joint between wall and roof. Ceiling and roof space Where there is a heavy ceiling (12.5 mm plasterboard or equivalent) with sealed joints, the mass of the wall above the ceiling may be reduced to 150 kg/m2. If lightweight blocks are used to reduce mass, seal one side of the wall with cement paint or plaster skim. Intermediate and ground floors With a timber floor do not build joists into the wall, use joist hangers. With a concrete floor either the wall or the floor may be carried through.
External wall There must be 650 mm between openings which are on opposite sides of the separating wall. The outer leaf of a cavity external wall may be of any construction. An inner leaf or solid wall must not extend past the end of the separating wall. A masonry inner leaf or solid wall must either be bonded to the separating wall or butted to it with ties no more than 300 mm apart vertically. A mass of 120 kg/m2 is required, except where the length of external wall is limited by large openings. (A short length of return wall will not vibrate and cause flanking transmission.) These openings must be at least 1 metre high, be on both sides of the wall at each storey, and be not more than 700 mm from the face of the wall. The 650 mm minimum separation still applies, however. A timber inner leaf or external wall must be butted tight against the separating wall with ties no more than 300 mm apart vertically. The joint between the lining to the external wall and the separating wall must be sealed with tape or caulking. Partitions There are no restrictions on partition walls meeting a type 1 separating wall.
Wall Type 2: Cavity Masonry The resistance to airborne sound depends on the mass of the leaves and on the degree of isolation achieved. Points to watch Fill masonry joints with mortar (to achieve the mass and to avoid air paths). Maintain the cavity up to the underside of the roof. Connect the leaves only where necessary for structural reasons. Use only butterfly pattern ties, spaced 900 mm apart horizontally and 450 mm apart vertically. (BS 5628 limits this tie type and spacing to cavities of 50 mm to 75 mm with a minimum masonry leaf thickness of 90 mm.) If external walls are to be filled with an insulating material other than loose fibre the insulating material must be prevented from entering the cavity in the separating wall. Constructions Two wall constructions (A and B) which will give suitable resistance to direct transmission are specified. Two other wall constructions (C and D) will be suitable provided a step and/or stagger is incorporated at the separating wall. Details of how junctions must be made to limit flanking transmission follow.
A.   Two leaves of brick with 50 mm cavity, plastered on both room faces. Mass including plaster 415 kg/m2. 13 mm plaster each face. Example: 102 mm leaves, lightweight plaster, 75 mm coursing; brick density of 1845 kg/m3 gives the required mass.
B.   Two leaves of concrete block with 50 mm cavity, plastered on both room faces. Mass including plaster 415 kg/m2. Example: 100 mm leaves, lightweight plaster, 225 mm coursing; block density of 1990 kg/m3 gives the required mass. Additional constructions permitted only where a step and/or stagger is used
C.   Two leaves of concrete block with 50 mm cavity, plasterboard on both room faces. Mass of masonry alone 415 kg/m2. 12.5 mm plasterboard each face, use any normal fixing method. Example: 100 mm leaves, 225 mm coursing; block density of 2100 kg/m3 gives the required mass.
D.   Two leaves of lightweight aggregate concrete block (maximum density 1500 kg/m3) with 75 mm cavity, plastered on both room faces. Mass including plaster 250 kg/m2. 13 mm plaster each face. Seal the face of the blockwork with cement paint or plaster through the full width and depth of any intermediate floor. Example: 100 mm leaves, lightweight plaster, 225 mm coursing; block density of 1105 kg/m3 gives the required mass.
Junctions
Roof Fire-stop the joint between wall and roof. Ceiling and roof space Where there is a heavy ceiling (12.5 mm plasterboard or equivalent) with sealed joints, the mass of the wall above the ceiling may be reduced to 150 kg/m2. The cavity must still be maintained. If lightweight blocks are used to reduce mass one face of the wall must be sealed with cement paint or plaster skim. Intermediate and ground floors With a timber floor use joist hangers for any joists supported on the wall. With a concrete intermediate floor carry the floor through only to the cavity face of each leaf. With a concrete ground floor either the wall or the floor may be carried through. A concrete slab on the ground may be continuous.
External wall There must be 650 mm between openings which are on opposite sides of the separating wall. The outer leaf of a cavity external wall may be of any construction. An inner leaf or solid wall must not extend past the end of the separating wall. A masonry inner leaf or solid wall must either be bonded to the separating wall or butted to it with ties no more than 300 mm apart vertically, and must have a mass of 120 kg/m2 unless wall B is used when there is no minimum required mass. A timber inner leaf or external wall must be butted tight against the separating wall with ties no more than 300 mm apart vertically. The joint between the lining to the external wall and the separating wall must be sealed with tape or caulking. Partitions There are no restrictions on partition walls meeting a type 2 separating wall.
Wall Type 3: Solid Masonry between Freestanding Panels The resistance to airborne sound depends on the mass of the core and on the isolation and mass of the panels. Points to watch Fill masonry joints with mortar (to achieve the mass and to avoid air paths). Support the panels only from floor and ceiling—do not fix or tie them to the masonry core (to maintain isolation). Minimum air space between panels and core 25 mm. Keep framing clear of core (at least 5 mm).
Constructions Four masonry cores and two panels are specified which in any combination of core plus panels will give suitable resistance to direct transmission. Details of how junctions must be made to limit flanking transmission follow.
Masonry cores A.   Brick. Mass 300 kg/m2. Example: 215 mm core, 75 mm coursing; brick density of 1290 kg/m3 gives the required mass.
B.   Concrete block. Mass 300 kg/m2. Example: 140 mm core, 100 mm coursing; block density of 2195 kg/m3 gives the required mass.
C.   Lightweight aggregate concrete block. Mass 200 kg/m2. Example: 140 mm core, 225 mm coursing; block density of 1405 kg/m3 gives the required mass. Example: 215 mm core, 150 mm coursing; block density of 885 kg/m3 gives the required mass.
D.   Autoclaved aerated concrete block. Mass 160 kg/m2. Example: 200 mm core, 225 mm coursing; block density of 730 kg/m3 gives the required mass.
Panels E.   Two sheets of plasterboard joined by a cellular core. Mass (including plaster finish if used) 18 kg/m2. Fix to ceiling and floor only. Tape joints between panels.
F.   Two sheets of plasterboard. Thickness of each sheet 12.5 mm if a supporting framework is used, or total thickness of 30 mm if no framework is used. Stagger joints.
Junctions
Roof Fire-stop the joint between masonry core and roof. Ceiling and roof space Where there is a heavy ceiling (12.5 mm plasterboard or equivalent) with sealed joints, the freestanding panels may be omitted in the roof space and the mass of the core above the ceiling may be reduced to 150 kg/m2. If lightweight blocks are used to reduce mass, seal one side with cement paint or plaster skim. Seal the gap between the ceiling and the masonry core with a timber batten, and the gap between ceiling and freestanding panels with tape or caulking. Intermediate and ground floors With a timber intermediate floor use joist hangers for any joists supported on the wall and seal the spaces between joists with full depth timber battens. With a concrete intermediate floor the floor base may only be carried through where it has a mass of 365 kg/m2. Seal the gap between ceiling and panel with tape or caulking. The ground floor must be a solid slab, laid on the ground (to prevent air paths).
External wall There must be 650 mm between openings which are on opposite sides of the separating wall. Internal finish to the external wall must be freestanding panels of the type specified for the separating wall except, for cores A or B only, dry-lining with joints sealed with tape or caulking may also be used. A layer of insulation may be added to panels lining the external wall provided the 25 mm and 10 mm gaps shown on the diagram are maintained. If freestanding panels are used the external wall may be of any material. If dry-lining is used, the external wall leaf must be masonry with a mass of 120 kg/m2, butt jointed to the separating wall core with ties no more than 300 mm apart vertically.
Partitions Partitions abutting a type 3 separating wall must not be of masonry construction. Other loadbearing partitions should be fixed to the masonry core through a continuous pad of mineral fibre quilt. Non-loadbearing partitions should be tight butted to the freestanding panels. All joints between partitions and panels must be sealed with tape or caulking.
Wall Type 4: Timber Frames with Absorbent Curtain The resistance to airborne sound depends on the isolation of the frames plus absorption in the air space between. Limitations This type is limited to use between houses up to three storeys high excluding flats or maisonettes. (See Part D of the regulations, Structural Fire Precautions.) Use in flats and maisonettes is permitted by Class Relaxation Number 75, subject to certain conditions. The special walls specified in the Relaxation, for stairways, are suitable to resist sound transmission provided isolation of the leaves is maintained. Points to watch Only connect frames if necessary for structural reasons, and then use as few ties as possible—not more than 14–16 gauge (40 mm × 3 mm) metal straps fixed at or just below ceiling level, 1.2 m apart. Services must not be contained in the wall. This is a structural fire precaution but also prevents the creation of air paths through the lining. Where fire-stops are needed in the cavity between frames they must either be flexible or fixed to only one frame. Constructions Two constructions which with appropriate cladding and absorbent will give suitable resistance to direct transmission are specified. Details of how junctions must be made to limit flanking transmission follow.
Basic construction A.   Timber frames, 200 mm between claddings, plus absorbent curtain in cavity. Plywood sheathing may be used in the cavity as necessary for structural reasons.
B.   Timber frames, masonry core, plus absorbent curtain in a cavity. Claddings 200 mm apart (ignore core). Framing must be clear of core (at least 5 mm).
Masonry core C.   This does not normally improve sound resistance, but may be useful for support and in stepped or staggered situations. There are no restrictions on type of core but the core may be connected to more than one frame.
Cladding D.   On each side: two or more layers of plasterboard, combined thickness 30 mm, joints staggered to avoid air paths.
Absorbent curtain E.   Unfaced mineral fibre quilt (which may be wire reinforced), density 12–36 kg/m3, thickness 25 mm if suspended in the cavity between frames, 50 mm if fixed to one frame, or 25 mm per quilt if one fixed to each frame.
Junctions
Roof Fire-stop the joint between wall and roof. Ceiling and roof space Carry the complete construction through to the underside of the roof. Provision of a ceiling of any type is optional. Intermediate floor and ground floor Block the air path to the wall cavity either by carrying the cladding through the floor or by using a solid timber edge to the floor. Where the joists are at right angles to the wall seal spaces between joists with full depth timber battens.
External wall There must be 650 mm between openings which are on opposite sides of the separating wall. There are no restrictions on the external cladding to a timber frame wall leaf but if an external leaf is used the cavity between the end of the wall frames and the outer leaf must be filled so as to seal air gaps. Internal finishes to external wall. Use lining of 12.5 mm plasterboard or other equally heavy material. (Resilient layers for thermal insulation may be incorporated if desired.) Partitions There are no restrictions on partitions meeting a Type 4 separating wall.
Floor Type 1: Concrete Base with Soft Covering The resistance to airborne sound depends on the mass of the concrete base and on eliminating air paths. The soft covering reduces impact sound at source. Limitations Where resistance to airborne sound only is required the soft covering may be omitted. No other part of the construction may be altered or omitted as this would reduce airborne sound resistance. Points to watch Fill all joints between parts of the floor (to avoid air paths). Limit pathways around the floor (to reduce flanking transmission). Workmanship and detailing must be good at the perimeters and wherever the floor is penetrated by a pipe or duct (to reduce flanking transmission and to avoid air paths).
Constructions Four floor bases which will give suitable resistance to direct transmission of airborne sound are specified, followed by the soft covering which must be added to any of the four to give suitable resistance to impact sound transmission. Details of how junctions must be made to limit flanking transmission follow.
Floor bases A.   Solid concrete slab (in-situ). Floor screed and/or ceiling finish optional. Mass (including any bonded screed and/or ceiling finish) 365 kg/m2.
B.   Solid concrete slab with permanent shuttering. Floor screed and/or ceiling finish optional. Mass (including shuttering only if it is solid concrete or metal, and including any bonded screed and/or ceiling finish) 365 kg/m2.
C.   Concrete beams with infilling blocks. Floor screed must be used. Ceiling finish optional. Mass of beams, blocks and screed (including any bonded ceiling finish) 365 kg/m2.
D.   Concrete planks (solid or hollow). Floor screed must be used. Ceiling finish optional. Mass of planks plus screed (including any bonded ceiling finish) 365 kg/m2.
Soft covering E.   Any resilient material, or material with a resilient base, with an overall uncompressed thickness of 4.5 mm. Suitable resilience will also be provided by a floor covering with a weighted impact sound improvement index (Δ Lw) of 17 as calculated in Annex A to BS 5821: Part 2: 1984. The soft covering must be bonded to the floor base.
Junctions
External wall or cavity separating wall The mass of any solid wall or inner leaf of a cavity wall adjoining the floor must be 120 kg/m2 (including any plaster) except, where the area of openings in the external wall exceeds 20% of its area, there is no minimum mass. The floor base (excluding any screed, even in C or D) must pass through the wall whether spanning parallel to or at right angles to the wall. Do not bridge a cavity.
Internal wall or solid separating wall If the wall mass is less than 355 kg/m2 (including any plaster) the floor base (excluding any screed) must pass through. If the wall mass is more than 355 kg/m2 (including any plaster) either the wall or the floor base (excluding any screed) may pass through. Where the wall does pass through tie the floor base to the wall and grout the joint.
Floor penetrations Ducts or pipes penetrating the floor must be in a duct enclosure, both above and below the floor. Either line the enclosure, or wrap the duct or pipe within the enclosure, with 25 mm unfaced mineral fibre. The material of the enclosure must have a mass of 15 kg/m2 (and be non-combustible in certain cases—see regulation D12). Flexible fire-stopping must be used where the pipe or duct passes through the floor. Where permitted by regulation D11, a flue-pipe may penetrate the floor. Unless the flue-pipe dis>dh charges into a flue within a chimney carried by the floor, a non-combustible enclosing duct with mineral fibre absorbent must be provided.
Floor Type 2: Concrete Base with Floating Layer The resistance to airborne sound depends mainly on the mass of the concrete base and partly on the mass of the floating layer. Resistance to impact sound depends on a resilient layer isolating the floating layer from the base and from the surrounding construction. Limitations Where resistance to airborne sound only is required the full construction must still be used. Resilient layers need not be used under kitchen or sanitary fittings, or in cupboards or wardrobes. Points to watch Fill all joints between parts of the floor base (to avoid air paths). Limit the pathways around the floor (to reduce flanking transmission). Workmanship and detailing must be good at the perimeters and wherever the floor is penetrated (to reduce flanking transmission and to avoid air paths). Take care not to create a bridge between the floating layer and the base, surrounding walls, or adjacent screeds. With bases C and D a screed is recommended where differences in camber might cause bridging of the resilient layer and where the top chord of a trough section is less than 50 mm thick (to prevent areas of reduced resistance).
Constructions Four floor bases, two floating layers and one resilient layer are specified and will in any combination of base, resilient layer and floating layer give suitable resistance to direct transmission. Two additional resilient layers which may be used only under screeds are specified also (H and I). Details of how junctions must be made to limit flanking transmission follow.
Floor bases A.   Solid concrete slab (in-situ). Floor screed and/or ceiling finish optional. Mass (including any bonded screed and/or ceiling finish) 300 kg/m2.
B.   Solid concrete slab with permanent shuttering. Floor screed and/or ceiling finish optional. Mass (including shuttering only if it is solid concrete or metal, and including any bonded screed and/or ceiling finish) 300 kg/m2.
C.   Concrete beams with infilling blocks. Floor screed and/or ceiling finish optional. Mass of beams and blocks (including any bonded screed or ceiling finish) 300 kg/m2.
D.   Concrete planks (solid or hollow). Floor screed and/or ceiling finish optional. Mass of planks (including any bonded screed or ceiling finish) 300 kg/m2.
Floating layers E.   Timber raft. Timber boarding or wood based board, 18 mm thick and with tongued and grooved edges, fixed to 45×45 mm battens. The raft must be laid loose on the resilient layer.
F.   Screed. 65mm cement/sand screed or 40 mm anhydrite screed, with mesh reinforcement.
Resilient layer G.   25 mm mineral fibre, density 36 kg/m3, covering the whole area of the floor. A 13 mm thickness may be used under a timber raft if the battens used have an integral closed cell resilient foam strip. Lay the fibre rolls tightly butted, and turned up at the edges of floating layer. Under a timber raft, fibre may be paper faced on the underside. Under a screed, fibre must be paper faced on upper side (to prevent screed entering the layer).
Additional resilient layers for use only under screeds H.   13 mm pre-compressed expanded polystyrene board (impact sound duty grade). Lay boards tightly butted, use on edge as a resilient strip at edges of floating screed.
I.   5 mm extruded (closed cell) polyethylene foam, density 30–45 kg/m3. Lay with joints lapped. Turn up at edges of floating screed.
Junctions
External wall or cavity separating wall The mass of any solid wall or inner leaf of a cavity wall adjoining the floor must be 120 kg/m2 (including any plaster) except, where the area of openings in the external wall exceeds 20% of its area, there is no minimum mass. The floor base (excluding any screed) must pass through the wall whether spanning parallel to or at right angles to the wall. Do not bridge a cavity. Carry the resilient layer up at all edges to isolate the floating layer. Leave a 3 mm gap between skirting and floating layer or turn resilient layer under skirting. A seal is not necessary but if used must be flexible.
Internal wall or solid separating wall If the wall mass is less than 355 kg/m2 (including any plaster) the floor base (excluding any screed) must pass through. If the wall mass is more than 355 kg/m2 (including any plaster) either the wall or the floor base (excluding any screed) may pass through.Where the wall does pass through, tie the floor base to the wall and grout the joint.
Floor penetrations Ducts or pipes penetrating the floor must be in a duct enclosure, both above and below the floor. Either line the enclosure, or wrap the duct or pipe within the enclosure, with 25 mm unfaced mineral fibre. The material of the enclosure must have a mass of 15 kg/m2 (and be non-combustible in certain cases—see regulation D12). Leave a 3 mm gap between enclosure and floating layer, and seal with acrylic caulk or neoprene. Flexible fire-stopping must be used where the pipe or duct passes through the floor. Where permitted by regulation D11, a flue-pipe may penetrate the floor. Unless the flue-pipe discharges into a flue within a chimney carried by the floor, a non-combustible enclosing duct with mineral fibre absorbent must be provided.
Floor Type 3: Timber Base with Floating Layer The resistance to airborne sound depends partly on the structural floor plus absorbent blanket or deafening (pugging), and partly on the floating layer. Resistance to impact sound depends on a resilient layer isolating the floating layer from the base and the surrounding construction. Limitations Where resistance to airborne sound only is required the full construction must still be used. This type of floor is limited to use in a building not more than four storeys in height where the fire resistance satisfies Part D of the regulations. This type can also be used as a specified construction for converted properties. Use is only permitted with appropriate supporting walls (see “Junctions” below). Points to watch Limit the pathways around the floor (to reduce flanking transmission). Workmanship and detailing must be good at the perimeter and wherever the floor is penetrated (to reduce flanking transmission and to avoid air paths). The density of the resilient layer is important. Take care not to bridge between the floating layer and the base or surrounding walls (eg with services or fixings which penetrate the resilient layer). Allow for movement of materials eg expansion of chipboard after laying (to maintain isolation). Constructions Three complete constructions which will give suitable resistance to direct sound transmission are specified. Note that there are some alternatives within each construction. Details of how junctions must be made to limit flanking transmission follow.
Floors A.   Platform floor with absorbent blanket. Floating layer of either timber boarding or wood-based board, 18 mm thick and with tongued and grooved edges, spot bonded to substrate of 19 mm plasterboard, or two layers of cement bonded particle board, each 6 mm thick, joints staggered, glued and screwed together. Resilient layer of 25 mm mineral fibre, density 60–80 kg/m3. Floor base of 12 mm timber boarding or wood-based board nailed to timber joists (size to suit structure). Ceiling of two layers of plasterboard, with joints staggered, total thickness 30 mm, with an absorbent blanket of 100 mm unfaced mineral fibre, density 12–36 kg/m2, laid on the ceiling.
B.   Heavy ribbed floor with absorbent blanket or deafening (pugging)*. Floating layer of timber boarding or wood-based board, 18 mm thick and with tongued and grooved edges (joints to be glued), on substrate of 19 mm plasterboard nailed to 45 mm×45 mm timber battens placed on joists. Resilient strips of 25 mm mineral fibre, density 70–140 kg/m3, laid on joists. Floor base of 45 mm timber joists. Ceiling of either two layers of plasterboard with joints staggered, total thickness 30 mm, with an absorbent blanket of 100 mm unfaced mineral fibre, density 12–36 kg/m3, laid on the ceiling; or 6 mm plywood fixed under joists plus two layers of plasterboard with joints staggered, total thickness 30 mm, with deafening (pugging) of mass 50 kg/m2 on a polyethylene liner.
C.   Ribbed floor with heavy deafening (pugging)*. Floating layer of timber boarding or wood-based board, 18 mm thick and with tongued and grooved edges (joints to be glued), nailed to 45 mm×45 mm timber battens placed either on or between joists. Resilient strips of 25 mm mineral fibre, density 70–140 kg/m3, laid on joists. Floor base of 45 mm timber joists. Ceiling of either 19 mm dense plaster on expanded metal lath or 6 mm plywood fixed under the joists plus two layers of plasterboard with joints staggered, total thickness 25 mm. Both types of ceiling to have deafening (pugging) of mass 80 kg/m2 laid on a polyethylene liner. *Deafening (pugging) may be of the following types:– Traditional ash (75 mm); 2–10 mm limestone chips (60 mm); 2–10 mm whin aggregate (60 mm); Dry sand (50 mm). Figures in brackets show approx thickness required to achieve 80 kg/m2. Do not use sand in kitchens, bathrooms, water closets or utility rooms.
Junctions
Timber frame wall Seal the gap between wall and floating layer with a resilient strip glued to the wall. Leave a 3 mm gap between skirting and floating layer. A seal is not necessary but if used must be flexible. Block air paths between the floor base and the wall, including the space between joists when joists are at right angles to the wall. Seal the junction of ceiling and wall lining with tape or caulking.
Heavy masonry leaf Mass of leaf (including any plaster) 355 kg/m2, both above and below floor. Seal the gap between wall and floating layer with a resilient strip glued to the wall. Leave a 3 mm gap between skirting and floating layer. A seal is not necessary but if used must be flexible. Use any normal method of connecting floor base to wall. Seal the junction of ceiling and wall lining with tape or caulking.
Light masonry leaf If the mass (including any plaster) is less than 355 kg/m2 a freestanding panel as specified in Wall Type 3 must be used. Seal the gap between wall and floating layer with a resilient strip glued to the freestanding panel. Leave a 3 mm gap between skirting and floating layer. A seal is not necessary but if used must be flexible. Use any method of connecting floor base to wall, but block air paths between floor and wall cavities. Take ceiling through to masonry, seal junction with freestanding panel with tape or caulking.
Floor penetrations Ducts or pipes penetrating the floor must be in a duct enclosure both above and below the floor. Either line the enclosure, or wrap the duct or pipe within the enclosure, with 25 mm unfaced mineral fibre. The material of the enclosure must have a mass of 15 kg/m2 (and be non-combustible in certain cases—see regulation D12). Leave a 3 mm gap between enclosure and floating layer, seal with acrylic caulk or neoprene. (Enclosure may go down to the floor base if specification A is used, but maintain isolation of enclosure from floating layer.) Flexible fire-stopping must be used where the pipe or duct passes through the floor. Where permitted by regulation D11, a flue-pipe may penetrate the floor. The flue-pipe must be in a non-combustible enclosing duct with mineral fibre absorbent. Seal the junction of ceiling and enclosure with tape or caulking.
Floor Type 4: Timber Base with Independent Ceiling The resistance to airborne and impact sound depends mainly on the mass and isolation of the independent ceiling, and partly on the mass of the floor base. Limitations Where resistance to airborne sound only is required the full construction must still be used. This type is limited to use in a building not more than four storeys in height where the fire resistance satisfies Part D of the regulations. It must be used only with heavy masonry walls. It is mainly for use as a specified construction for converted properties with suitable existing floors and walls. Points to watch Limit the pathways around the floor, especially at the edges of the independent ceiling (to reduce flanking transmission and to avoid air paths). Workmanship and detailing must be good wherever the floor is penetrated. Take care not to create bridges between the floor base and the independent ceiling. Construction The construction specified below will give suitable resistance to direct sound transmission. Details of how junctions must be made to limit flanking transmission follow.
Floor Timber boarding or wood-based board, 18 mm thick with tongued and grooved edges (or overlaid with 3.2 mm hardboard to seal gaps). 45 mm joists plus deafening (pugging) of mass 80 kg/m2 and a ceiling of either 19 mm dense plaster on lath or two layers of plasterboard with joints staggered, total thickness 30 mm. In existing floors deafening may be on boards between joists, in new floors use 6 mm plywood fixed to underside of joists. (A polyethylene liner may be used if desired.)
Independent ceiling Absorbent blanket of 25 mm unfaced mineral fibre, density 12–36 kg/m2, draped over 45 mm joists supported independently of the floor. Ceiling of two layers of plasterboard with joints staggered, total thickness 30 mm. Keep ceiling 150 mm away from the floor base underside.
Junctions
External wall or separating wall Mass of leaf must be 355 kg/m2 (including any plaster), both above and below the floor, on at least 3 sides. Leaf on fourth side must be at least 180 kg/m2. Use bearers on walls (fixed through mineral fibre strip) to support the edges of the ceiling and to block air paths. Seal the junction of ceiling and wall with tape or caulking. Internal wall If masonry, mass must be 180 kg/m2. No restriction if stud partition. Support and edge ceiling as for external walls.
Floor penetrations Ducts or pipes penetrating the floor must be in a duct enclosure both above and below the floor. Either line the enclosure, or wrap the duct or pipe within the enclosure, with 25 mm unfaced mineral fibre. The material of the enclosure must have a mass of 15 kg/m2 (and be non-combustible in certain cases—see regulation D12). Flexible fire-stopping must be used where the pipe or duct passes through the floor. Where permitted by regulation D11, a flue-pipe may penetrate the floor. The flue-pipe must be in a non-combustible enclosing duct with mineral fibre absorbent. Seal the junction of ceiling and enclosure with tape or caulking.

PART III: PERFORMANCE STANDARDS AND TEST PROCEDURES

1.   When a construction other than a specified construction from Part II is used, the following performance standards will indicate adequate resistance to sound transmission.

Airborne Sound

Minimum values of weighted standardised level difference (DnT,w)

	Mean Value	Individual Value
Walls	53	49
Floors	52	48

Impact Sound

Maximum values of weighted standardised impact sound pressure level (L'nT,w)

	Mean Value	Individual Value
Floors	61	65

2.   Performance of a wall or floor will be adequate if the above values are achieved when the following test programme is carried out.

Test Procedures

(i)

for each wall or floor which requires to be tested take four sets of measurements, or as close to four as possible given the following restrictions:–

(a)

for each set of measurements use a pair of rooms if possible (room is as defined in regulation A5(1)((5)));

(b)

use a pair consisting of a room and some other space only where necessary to make up the four sets;

(c)

use a pair consisting of spaces other than rooms only where no other measurement is possible (results from such a pair must not be used in conjunction with any other set of measurements);

(d)

take only one set of measurements between each pair.

(ii)

When measuring between a pair of rooms of unequal area, the sound source must be in the larger room.

(iii)

When measuring between a room and some other space, the sound source must be in the other space.

(iv)

Carry out the tests for airborne sound in accordance with BS 2750: Part 4:

1980, and for impact sound in accordance with BS 2750: Part 7: 1980. The tests are to be made in completed but unfurnished houses. Doors and windows must be closed. The tests will determine the standardised level differences (DnT) for airborne sound transmission and the standardised impact sound pressure levels (L'T) for impact sound transmission.

(v) for each set of measurements calculate the weighted standardised level difference (DnT,w) in accordance with BS 5821: Part 1: 1984 or the weighted standardised impact sound pressure level (L'nT,w) in accordance with BS 5821: Part 2: 1984.

(vi) The calculated value from each set of measurements must be no worse than that stated in the “individual value” column in paragraph 1.

(vii) The mean of the four* calculated values must be no worse than that stated in the “mean value” column in paragraph 1.

*(where only two or three sets of measurements have been possible the mean must still be reached, and where only one set is possible the value achieved must not be worse than the mean value).

3.   In any building every separating wall or floor, or part of a separating wall or floor, with nominally identical construction may be regarded as forming part of a single wall or floor—eg in a block of flats a wall rising through several storeys may be regarded as a single wall, and separating floors over a whole storey may be regarded as a single floor, wherever the flat plans are nominally identical.

4.   A separating wall which changes construction only in a roofspace may be regarded as a single wall.

5.   In any group of houses covered by one building warrant separating walls and floors of nominally identical house types which are similarly situated in regard to adjoining buildings may all be regarded as meeting the performance standard if any one of these walls or floors meets the standard when tested as in paragraph 2 of this Part.

General Note

The test procedure in Part III of this Schedule is intended to provide evidence that a particular wall or floor satisfies the performance standard required by regulation H3(4)(b).

A specified construction does not have to meet the performance standard.

A building control authority which uses testing to assess the standard of workmanship of specified constructions may regard any result falling below that required of an individual value in the performance standard as indicating faulty workmanship.

Explanatory Note

(This note is not part of the Regulations)

These Regulations amend Part H (Resistance to the transmission of sound) of the Building Standards (Scotland) Regulations 1981 to 1986. An amendment is also made to regulation Q5(9) on showers to permit the use of a wider range of components which meet British Standard specifications. The Regulations come into force on 21st September 1987, but do not apply to any construction or change of use of a building where application for the warrant was made before that date.

The requirements of Part H are re-stated in functional terms with the methods of compliance with the requirements given in a new Schedule 17 to the building standards regulations. Compliance can be achieved either by the use of specified constructions which replace the existing deemed-to-satisfy specifications or by meeting a performance standard which takes account of new British Standards for testing and calculating sound transmission.

Note: Copies of British Standards and British Standard Codes of Practice referred to in these Regulations may be purchased from the British Standards Institution, Linford Wood, Milton Keynes, MK14 6LE.

(1)

1959 c. 24; section 3(2) and (3) were amended by the Health and Safety at Work etc. Act 1974 (c. 37), Schedule 7, paragraphs 1(a) and (b) respectively; section 3(4) was amended by the Housing (Scotland) Act 1986 (c. 65), section 19(2); section 3(7) was added by the Health and Safety at Work etc. Act 1974, Schedule 7, paragraph 1(c).

(2)

Section 3(6) was substituted by the Building (Scotland) Act 1970 (c. 38), section 1.

(3)

S.I. 1981/1596, 1982/1878, 1984/1660 and 1986/1278.

(4)

Section 4B was substituted by the Housing (Scotland) Act 1986, section 19(3); section 6(2) and (3) were amended by the Building (Scotland) Act 1970, Schedule 1, Part I, paragraphs 1(a) and 1(b) respectively; section 6(3A) was inserted by the Health and Safety at Work etc. Act 1974, Schedule 7, paragraph 4(a); section 6(8)(a) was repealed by the Local Government (Scotland) Act 1973 (c. 65), Schedule 29; section 6(8)(b) and (c) were substituted by the Building (Scotland) Act 1970, section 3; section 6AA was inserted by the Housing (Scotland) Act 1986, section 19(4); section 6A was inserted by the Building (Scotland) Act 1970, section 4; section 9(2A) was inserted by the Housing (Scotland) Act 1986, section 19(5); section 10(1), (2) and (4) were amended by the Building (Scotland) Act 1970, Schedule 1, Part I, paragraph 3 and Schedule 2; section 10(2) was amended by the Local Government (Scotland) Act 1973, Schedule 29; section 10(1A) and (1B) were inserted by the Building (Scotland) Act 1970, Schedule 1, Part I, paragraph 3(b); references to “local authority” were substituted for references to “buildings authority” by the Local Government (Scotland) Act 1973, Schedule 15, paragraph 1.

(5)

The definition of “room” in regulation A5(1) was amended by S.I. 1986/1278.