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FLOORS



         R507.2  Materials.  Materials  used  for  the  construction  of  R507.2.2.3 Decay resistance. Plastic composite deck
         decks shall comply with this section.                     boards,  stair  treads,  guards  and  handrails  containing
                                                                   wood, cellulosic or other biodegradable materials shall
           R507.2.1 Wood materials. Wood materials shall be No. 2
           grade or better lumber, preservative-treated in accordance  be decay resistant in accordance with ASTM D7032.
           with Section R317, or approved, naturally durable lumber,  R507.2.2.4  Termite  resistance.  Where  required  by
           and termite protected where required in accordance with  Section 318, plastic composite deck boards, stair treads,
           Section R318. Where design in accordance with Section   guards  and  handrails  containing  wood,  cellulosic  or
           R301  is  provided,  wood  structural  members  shall  be  other biodegradable materials shall be termite resistant
           designed  using  the  wet  service  factor  defined  in  AWC  in accordance with ASTM D7032.
           NDS.  Cuts,  notches  and  drilled  holes  of  preservative-  R507.2.2.5 Installation of plastic composites. Plastic
           treated wood members shall be treated in accordance with  composite deck boards, stair treads, guards and hand-
           Section R317.1.1. All preservative-treated wood products  rails shall be installed in accordance with this code and
           in contact with the ground shall be labeled for such usage.  the manufacturer’s instructions.
              R507.2.1.1  Engineered  wood  products.  Engineered  R507.2.3 Fasteners and connectors. Metal fasteners and
              wood  products  shall  be  in  accordance  with  Section  connectors used for all decks shall be in accordance with
              R502.                                              Section R317.3 and Table R507.2.3.
           R507.2.2  Plastic  composite  deck  boards,  stair  treads,  R507.2.4  Flashing.  Flashing  shall  be  corrosion-resistant
           guards,  or  handrails.  Plastic  composite  exterior  deck  metal of nominal thickness not less than 0.019 inch (0.48
           boards,  stair  treads,  guards  and  handrails  shall  comply  mm) or approved nonmetallic material that is compatible
           with the requirements of ASTM D7032 and this section.  with the substrate of the structure and the decking materi-
              R507.2.2.1  Labeling.  Plastic  composite  deck  boards  als.
              and stair treads, or their packaging, shall bear a label  R507.2.5  Alternate  materials.  Alternative  materials,
              that  indicates  compliance  with  ASTM  D7032  and  including glass and metals, shall be permitted.
              includes  the  allowable  load  and  maximum  allowable
              span  determined  in  accordance  with  ASTM  D7032.  R507.3 Footings. Decks shall be supported on concrete foot-
              Plastic  or  composite  handrails  and  guards,  or  their  ings or other approved structural systems designed to accom-
              packaging, shall bear a label that indicates compliance  modate  all  loads  in  accordance  with  Section  R301.  Deck
              with ASTM D7032 and includes the maximum allow-  footings shall be sized to carry the imposed loads from the
              able  span  determined  in  accordance  with  ASTM  deck structure to the ground as shown in Figure R507.3. The
              D7032.                                          footing depth shall be in accordance with Section R403.1.4.
              R507.2.2.2  Flame  spread  index.  Plastic  composite  Exception:  Free-standing  decks  consisting  of  joists
              deck  boards,  stair  treads,  guards,  and  handrails  shall  directly supported on grade over their entire length.
              exhibit a flame spread index not exceeding 200 when  R507.3.1 Minimum size. The minimum size of concrete
              tested in accordance with ASTM E84 or UL 723 with  footings  shall  be  in  accordance  with  Table  R507.3.1,
              the test specimen remaining in place during the test.   based  on  the  tributary  area  and  allowable  soil-bearing
                Exception:  Plastic  composites  determined  to  be  pressure in accordance with Table R401.4.1.
                noncombustible.

                                                      TABLE R507.2.3
                                    FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS a, b
                  ITEM               MATERIAL                MINIMUM FINISH/COATING       ALTERNATE FINISH/COATING e
                               In accordance with                                        Stainless steel, silicon bronze or
         Nails and timber rivets                   Hot-dipped galvanized per ASTM A153
                               ASTM F1667                                                copper
         Bolts c               In accordance with  Hot-dipped galvanized per ASTM A153, Class C
                                                            3
                  d
         Lag screws            ASTM A307 (bolts),  (Class D for  / -inch diameter and less) or mechani- Stainless steel, silicon bronze or
                                                             8
           (including nuts and  ASTM A563 (nuts),  cally galvanized per ASTM B695, Class 55 or 410  copper
           washers)            ASTM F844 (washers)  stainless steel
                                                   ASTM A653 type G185 zinc coated galvanized
                               Per manufacturer’s   steel or post hot-dipped galvanized per ASTM
         Metal connectors                                                                Stainless steel
                               specification       A123 providing a minimum average coating
                                                                 2
                                                   weight of 2.0 oz./ft  (total both sides)
         For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
         a. Equivalent materials, coatings and finishes shall be permitted.
         b. Fasteners and connectors exposed to salt water or located within 300 feet of a salt water shoreline shall be stainless steel.
                                                       1
                                      1
         c. Holes for bolts shall be drilled a minimum  /  inch and a maximum  /  inch larger than the bolt.
                                                       16
                                       32
         d. Lag screws  / inch and larger shall be predrilled to avoid wood splitting per the National Design Specification (NDS) for Wood Construction.
                  1
                   2
         e. Stainless-steel-driven fasteners shall be in accordance with ASTM F1667.
         162                                                                 2018 INTERNATIONAL RESIDENTIAL CODE  ®
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