Sound Transmission Class for Masonry Walls

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Presentation transcript:

Sound Transmission Class for Masonry Walls

Standard Method for Determining the Sound Transmission Class Rating for Masonry Walls (TMS 0302)

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

TMS 0302 1.0 SCOPE Minimum requirements for STC Field or laboratory standard test methods, or Calculation procedure

Sound Transmission Class, STC TMS 0302 4.0 DEFINITIONS Sound Transmission Class, STC Single number rating – ASTM E413

TMS 0302 5.1 MASONRY UNITS Shall comply with the following ASTM standards: C34, C55, C56, C62, C73, C90, C126, C129, C212, C216, C652, or C744

TMS 0302 5.2 MORTAR Shall comply with ASTM C270

TMS 0302 5.3 GROUT Shall comply with ASTM C476

TMS 0302 6.0 CONSTRUCTION Shall conform to the requirements: General building code Standard

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

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

TMS 0302 6.2.2 SEALING OPENINGS AND JOINTS Completely seal partial-wall penetration openings and inserts.

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

TMS 0302 6.2.3 SEALING OPENINGS AND JOINTS Fill joint space behind sealant with: Mortar Grout Foam Cellulose fiber Glass fiber Mineral wool

TMS 0302 (Commentary) FIG. 6.2.1 ACOUSTICAL LEAKS

TMS 0302 (Commentary) FIG. 6.2.2 SEALING AROUND PENETRATIONS AND FIXTURES

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

TMS 0302 8.3 CALCULATION For walls greater than 3 inches STC = 0.18W + 40 (Eq.1) W = Wall Weight, psf

TMS 0302 (Commentary)

TMS 0302 (Commentary) FIG 8.3-1 WALL WEIGHT VS. STC

TMS 0302 TABLE 8.3-1

TMS 0302 (Commentary) TABLE 8 TMS 0302 (Commentary) TABLE 8.3-2 – CALCULATED STC RATINGS FOR CONCRETE MASONRY WALLS

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

NCMA TEK 13-2

NCMA TEK 13-2