Page 949 - 2018_IRC
P. 949

APPENDIX R


                                                                          3
                                                                                                 1
              2. Horizontal stabilization shall be installed at not more  sions:  / -inch (19.1 mm) bamboo,  / -inch (12.7 mm)
                                                                                                  2
                                                                            4
                than 24 inches (610 mm) on center and in accordance  fiberglass rod, 1-inch (25 mm) wood dowel or nomi-
                with  Figure  AR103.2.4(1),  AR103.2.4(2)  or        nal 1-inch by 2-inch (25 mm by 51 mm) wood.
                AR103.2.4(3). Horizontal stabilization shall be of any
                of  the  following  with  the  stated  minimum  dimen-
                                                     TABLE AR103.2.3
                                REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURES a
                                                             Minimum
           Density   Straw    Subsoil    Water    Min.% clay   clay: silt   Subsoil testing   Max. wall   R-value
            (pcf)     (pcf)    (pcf)    (gal/cf) b  in subsoil          method c, d  thickness, inches  (hr/F°/cf/BTU/inch)
                                                               ratio
             10       6.7      3.3       1.55        70       3.5:1        A            15            1.80
             12       6.7      5.3       1.63        46       1.7:1        A            15            1.72
             13       6.7      6.3       1.67        40       1.33:1       A            15            1.69
             15       6.7      8.3       1.74        35       0.95:1       A            15            1.63
             20       6.7      13.3      1.93        30       0.60:1       A            12            1.48
             30       6.7      23.3      2.31       NA         NA          B            12            1.22
             40       6.7      33.3      2.70       NA         NA          B            12            1.01
             50       6.7      43.3      3.08       NA         NA          B            12            0.84
         ©Douglas Piltingsrud and StrawClay.org. Used by permission.
         a. Interpolation permitted. Extrapolation not permitted.
         b. Water mixed with subsoil equals clay slip.
         c. Subsoil Testing Methods:
            A.Lab test for percent of clay, silt and sand via hydrometer method.
            B. Ribbon Test or the Figure 3 Ball Test in the Appendix of ASTM E2392/E2392M.
         d. Trace amounts of organic materials are acceptable.








                                 DOUBLE TOP PLATE
                                 VERTICAL SOLID BLOCKING                             DOUBLE TOP PLATE
                                 FLAT SOLID BLOCKING
                                                                                     FLAT SOLID BLOCKING
                                 LADDER (LARSEN) TRUSSES MADE
                                 WITH 2x4s AND GUSSETS PER                           WOOD METAL STRAP BRACING (LIB)
                                 SECTION AR103.2.4, ITEM 1                           PER TABLE R602.10.4 WHERE
                                                                                     APPLICABLE PER SECTION R602.10
                                 GUSSETS:  /8″ x 3″ PLYWOOD OR 1x4
                                        3
                                 FASTENERS: 4-4d NAILS OR 4- 1¾″
                                 STAPLES                                             2X STUDS PER
                                                                                     SECTION AR103.2.4, ITEM 1
                                 WOOD OR METAL STRAP BRACING
                                 (LIB) PER TABLE 602.10.4 WHERE                      1x1 CLEAT CENTERED ON EACH STUD
                                 APPLICABLE PER SECTION R602.10                      FACE BETWEEN HORIZONTAL
                                                                                     STABILIZATION
                                 LIGHT STRAW-CLAY INFILL
                                                                                     HORIZONTAL STABILIZATION OF
                                 HORIZONTAL STABILIZATION OF                         LIGHT STRAW-CLAY PER
                                 LIGHT STRAW-CLAY PER                                SECTION AR103.2.4, ITEM 2
                                 SECTION AR103.4, ITEM 2
                                                                                     LIGHT STRAY-CLAY INFILL
                                 ANCHORAGE PER SECTION R403.1.6
                                                                                     ANCHORAGE PER SECTION R403.1.6
                                 2X SILL PLATE                                       2X SILL PLATE
                                 CONCRETE OR MASONRY                                 CONCRETE OR MASONRY
                                 FOUNDATION PER SECTION R401                         FOUNDATION PER SECTION R401
                                 FRAMING FASTENERS                                   FRAMING FASTENERS PER
                                 PER TABLE R602.3(1)                                 TABLE R602.3(1)


                         FIGURE AR103.2.4(1)                                   FIGURE AR103.2.4(2)
             LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES              LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH

         924                                                                 2018 INTERNATIONAL RESIDENTIAL CODE  ®
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