Page 958 - 2018_IRC
P. 958

APPENDIX S





                                                                                   BOUNDARY NAILING PER TABLE
                                                                                   R602.3(1)
                                                                                   2X BLOCKING FOR DIRECT BEARING
                ROOF SYSTEM PER CHAPTER 8                                          ONTO PLASTER PER SECTION
                                                                                   AS106.11
                METAL CONNECTOR WITH MIN. 400 LB
                                                                                   HEADER AT WALL OPENINGS PER
                CAPACITY AT MAX. 2′ O.C.
                                                                                   TABLE R602.7(1) AND SECTION AS106.12.3
                2X BLOCKING FOR DIRECT
                BEARING ONTO PLASTER PER                                           16d NAILS @ 4″
                SECTION AS106.11
                                                                                   MESH STAPLES PER TABLE
                METAL CONNECTOR WITH MIN. 400                                      AS106.13(1) FOR BRACED WALL
                LB CAPACITY AT MAX. 2′ O.C. FOR                                    PANELS
                BRACED WALL PANELS
                                                                                   MULTIPLE 2X WHERE REQUIRED
               MESH STAPLES PER TABLE AS106.13(1)                                  FOR HEADERS PER TABLE R602.7(1)
               FOR BRACED WALL PANELS
               TYPICAL LUMBER AND PLYWOOD
               ROOF BEARING ASSEMBLY, PER SECTION                                  PLASTER FOR LOAD-BEARING
               AS106.12.3.1. FILLED WITH INSULATION                                WALLS PER TABLE AS106.12 AND
                                                                                   PER TABLE AS106.13(1) WHERE
                                                                                   WALL IS ALSO USED AS A BRACED
               STRAW BALES PER SECTIONS AS103                                      WALL PANEL
               AND AS106.4 SHOWN LAID FLAT.
               ON-EDGE IS PERMITTED                                                MESH AS REQUIRED PER TABLE
                                                                                   AS106.12 OR AS106.13(1)


             For SI: 1 inch = 25.4 mm, 1 pound = 2.2 kg.
                                                         FIGURE AS105.1(3)
                                           TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL





                                                                                     BOUNDARY NAILING PER TABLE
                                                                                     R602.3(1)
                ROOF SYSTEM PER
                CHAPTER 8
                                                                                     MESH STAPLES PER TABLE
                                                                                     AS106.13(1) FOR BRACED WALL
                2X BLOCKING PER SECTION                                              PANELS
                AS106.11 FOR BRACED WALL
                PANELS
                                                                                      2X BLOCKING PER SECTION
                MESH STAPLES PER TABLE                                                AS106.11 FOR BRACED WALL
                AS106.13(1) FOR BRACED                                                PANELS
                WALL PANELS                                                          BEAM PER TABLE R602.7(1) AND
                                                                                     SECTION AS106.15, WITH
                PLASTER, PLYWOOD OR GYPSUM
                BOARD PER SECTION AS104.2                                            MIN. 1½″ BEARING OVER POSTS
                                                                                     POSTS BEYOND, AT SPACING PER
                STRAW BALES PER SECTIONS AS103                                       SPAN IN TABLE R602.7(1).
                AND AS106.4 SHOWN LAID FLAT.                                         POST = NJ + 1 WITH APPROVED
                ON-EDGE IS PERMITTED                                                 CONNECTION TO BEAM
                                                                                     PLASTER PER SECTION AS104.4
                    NOTE:
                                                                                     OR PER TABLE AS106.13(1) WHERE
                    POST AND BEAM ALTERNATIVE LOCATION:
                                                                                     WALL IS USED AS A BRACED WALL
                    ON INTERIOR SIDE OF BALE WALL
                                                                                     PANEL
                    NOTE:
                    NONPLASTER FINISHES ARE
                    ACCEPTABLE PER SECTION AS104.1
                                                                                   MESH WHERE REQUIRED PER SECTION
                                                                                   AS104.4 OR TABLE AS106.13(1)
             For SI: 1 inch = 25.4 mm.
                                                         FIGURE AS105.1(4)
                                 TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL

             2018 INTERNATIONAL RESIDENTIAL CODE ®                                                               933
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