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WALL CONSTRUCTION






                                        FACING MATERIAL IN
                                        ACCORDANCE WITH  EXPANSION GAP
                                                              1 /8 IN.    CONTINUOUS SEALANT
                                        R610.3.2
                                                                          EACH SIDE EACH PANEL





                                    8d NAIL AT 6 IN. O.C. EACH       SURFACE SPLINES 3 IN. MINIMUM
                                    SIDE OF SIP   CONTINUOUS         WIDTH STRIP. SAME AS FACING
                                                                     MATERIAL
                                                     SEALANT
                                                                     8d NAIL AT 6 IN. O.C. EACH
                                                                     SIDE OF SIP
                                                         SURFACE SPLINE
                                        FACING MATERIAL IN
                                        ACCORDANCE WITH  EXPANSION GAP
                                                              1 /8 IN.
                                        R610.3.2







                                                                      BLOCK SPLINE
                                          CONTINUOUS
                                            SEALANT
                                                                      8d NAIL AT 6 IN. O.C. EACH
                               8d NAIL AT 6 IN. O.C. EACH             SIDE OF SIP
                                       SIDE OF SIP        BLOCK SPLINE
         For SI: 1 inch = 25.4 mm.
                                                      FIGURE R610.8
                                    TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS

                                                       TABLE R610.8
                                                     7
                                 MAXIMUM SPANS FOR 11 / -INCH OR DEEPER SIP HEADERS (feet) a, c, d
                                                      8
                                                                                  BUILDING b
                  LOAD CONDITION           SNOW LOAD (psf)                        width (feet)
                                                                24         28        32        36         40
                                                2  0             4         4         4          4         2
                                                3  0             4         4         4          2         2
                Supporting roof only
                                                5  0             2         2         2          2         2
                                                70               2         2         2         DR        DR
                                                20               2         2         DR        DR        DR
                                                30               2         2         DR        DR        DR
             Supporting roof and one-story
                                                5  0             2        D  R       D  R      D  R      D  R
                                                70              DR        DR         DR        DR        DR
         For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.
         DR = Design Required.
         a. Design assumptions:
            Maximum deflection criterion: L/240.
            Maximum roof dead load: 10 psf.
            Maximum ceiling load: 5 psf.
            Maximum ceiling live load: 20 psf
            Maximum second-floor live load: 30 psf.
            Maximum second-floor dead load: 10 psf.
            Maximum second-floor dead load from walls: 10 psf.
            Maximum first floor dead load: 10 psf.
            Wind loads based on Table R301.2(2).
            Strength axis of facing material applied horizontally.
         b. Building width is in the direction of horizontal framing members supported by the header.
         c. The table provides for roof slopes between 3:12 and 12:12.
         d. The maximum roof overhang is 24 inches (610 mm).

         358                                                                 2018 INTERNATIONAL RESIDENTIAL CODE  ®
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