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Sound Transmission Class for Masonry Walls
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Standard Method for Determining the Sound Transmission Class Rating for Masonry Walls (TMS 0302)
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TMS 0302 1.0 Scope 2.0 Referenced Standards 3.0 Notations
4.0 Definitions 5.0 Materials 6.0 Construction 7.0 Quality Assurance 8.0 Sound Transmission Class (STC) Rating
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TMS SCOPE Minimum requirements for STC Field or laboratory standard test methods, or Calculation procedure
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Sound Transmission Class, STC
TMS DEFINITIONS Sound Transmission Class, STC Single number rating – ASTM E413
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TMS MASONRY UNITS Shall comply with the following ASTM standards: C34, C55, C56, C62, C73, C90, C126, C129, C212, C216, C652, or C744
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TMS MORTAR Shall comply with ASTM C270
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TMS GROUT Shall comply with ASTM C476
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TMS CONSTRUCTION Shall conform to the requirements: General building code Standard
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TMS 0302 6.1 PLACING MORTAR AND MASONRY UNITS
Hollow units – face shell mortared head and bed joints Solid units – full mortared head and bed joints
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TMS 0302 6.2.1 SEALING OPENINGS AND JOINTS
Completely seal through-wall openings. Prior to sealing fill gaps with: Foam Cellulose fiber Glass fiber Ceramic fiber Mineral wool
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TMS 0302 6.2.2 SEALING OPENINGS AND JOINTS
Completely seal partial-wall penetration openings and inserts.
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TMS 0302 6.2.3 SEALING OPENINGS AND JOINTS
Seal the following w/elastomeric joint sealants (ASTM C920): Control joints Expansion joints Top of walls and roof Roof assemblies
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TMS 0302 6.2.3 SEALING OPENINGS AND JOINTS
Fill joint space behind sealant with: Mortar Grout Foam Cellulose fiber Glass fiber Mineral wool
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TMS 0302 (Commentary) FIG. 6.2.1 ACOUSTICAL LEAKS
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TMS 0302 (Commentary) FIG. 6.2.2 SEALING AROUND PENETRATIONS AND FIXTURES
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TMS 0302 8.0 SOUND TRANSMISSION CLASS RATING
Determine in accordance with: 8.1 Laboratory testing – ASTM E 90 8.2 Field testing – ASTM E413 8.3 Calculation
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TMS 0302 8.3 CALCULATION For walls greater than 3 inches
STC = 0.18W (Eq.1) W = Wall Weight, psf
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TMS 0302 (Commentary)
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TMS 0302 (Commentary) FIG 8.3-1 WALL WEIGHT VS. STC
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TMS 0302 TABLE 8.3-1
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TMS 0302 (Commentary) TABLE 8
TMS 0302 (Commentary) TABLE – CALCULATED STC RATINGS FOR CONCRETE MASONRY WALLS
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Given: W = wall weight = 41 psf STC = 0.18W + 40 STC = 0.18(41) + 40
EXAMPLE Given: W = wall weight = 41 psf STC = 0.18W + 40 STC = 0.18(41) + 40 STC = 47.4
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NCMA TEK 13-2
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NCMA TEK 13-2
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