Approved Plans - MCU21/0221

                                                                                  50 mm max no Tie-down rods
                                                                                   150mm max Top & Bottom
                                                                                                                                                                                                                                                                              UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
                                                                                                                                                                        Nail Centres:
                                                                                                                                                                        150mm top & bottom plates
                                                                                                                                                                        150mm Vertical edges
                                                                                                                                                                        200mm intermediate studs                                                                   Max 100 mm
                         M12 Rod through top plate
                                                                                                                                                                                                                                                                                                                                                            Uplift Capacity
                         to be placed at each end of wall &                                                                                                                                                            Bolt or Strap
                         between at Max 1800mm crs (UNO)                                                                                                                                                                                                                                                                                       Unseasoned Timber Seasoned Timber
                                                                                                                                                                                                                                                                                                                                               4/nails each end of strap M10 bolt to floor




                                                                                                                                                                                                                                                  250
                                                                                                                                                                                                                                                                                                           Solid Nogging
                                                                                                                                                                                                                                                                                                                                                17     12      8.4       12        9.8        7.4
                                                                                                                                                                                                                                                                                        Lintel
                                                                                                                                                                                                                                                                                                                                               6/nails each end of strap M12 bolt to floor




                                                                                                                                                                                                                                                  250
                                 150mm
                                                                                                                                                      12 mm Min
                                                                                                                                                                                                                                                                                                                                                17     17       12       17        14         10
                                 100 mm max                                                                                                                                                                                                                                   30x0.8 G.I strap
                                                                                                                                                                                                                       Studs as Nominated                                     No. of nails as per table
                                 no Tie-down rods
                                                                                                                                                                                                                                                                                                                                           The top plate shall be fixed or tied to the lintel
                                                                                                                                                                                                                                                                                                                                           within 100 mm of each rafter/truss, or the
                                                                                                                                                                                                                                                                                                                                           rafter/truss fixed directly to the lintel with a fixing
                                                                                                                                                                                                                                                                                                                                           of equivalent tie-down strength to that required




                                                                                                                                                                                                                                                                           250
                                                                                                                                                                                                                       Bolt to slab or floor frame                                           Opening                                       for the rafter/truss
                                        200mm


                                                                                                                             12 mm Min Top & Bottom
                                                                                                                                                                                                                                                        Max 100 mm
                                                                                                                                                                                                                                                                                                       Tie-Down Requirement From AS 1684.2
                                                                                                                                                                                                                                                                                                                  Table 9.20 (b)
                                                                                                 Note: Where rod spacing's exceeds 1200mm,
                                                                                                        Provide M10 bolts to bottom plate,
                                                                                                             At Max 1200 mm enters
                                       50mm


                                                                 (a) Vertical          Hardies Hardieflex Sheet (Min 6 mm thick)
                                                                                       To Supply 5.3kn/m on Timber Frames Tie-down rods


                                                                                                                                                                                                                                         Nailing plates or framing anchors (Legs not bent)
                                                                                                                                                                                                                                         to either end of Noggings 6/2.8 nails each leg
                                                                                                                                                                                                                                                                                                                                                                     2/100 mm batten screws each side
                         Internal bracing wall                                                                                                                                                                                                                                                                                                                       Blocks to be on both side of
                                                    Top plate                                        Ceiling battens fixed with                                   Battens fixed to bracing wall with                                                                                                                                                                 Rafter or Truss bottom chord
                                                                                                     Min 1/3.05mm Ø nail                                                                                                                                                                                     Stud size shear blocks
                                                                                                                                                                  2/3.05mm Ø nails per batten                                                                                     Min Stud Size Noggings     large enough to avoid splitting
                                                                                                     either side of wall                                                                               Shear blocks nailed or bolted
                                                                                                                                                                  Drill 13.5mm Ø hole into batten                                                                                 and Shear block
                                                                                                                                                                                                       2/100 mm batten screws
                                                                                                                                                                  to allow for truss deflection        each block

                                                     30x0.8mm GI straps with
       Stud                                          nails each end of strap as                                                                                                                                                                                                                                                                                                Rafter or Truss
                                                     required per table                                                                                                          Rafter or Truss
                                                                                                                                                                                                       Gap must be provided to                                                      Rafter or Truss                                                                            Gap must be provided to
                                                     External wall                                                                                                                                     allow for truss deflection                                                                                                                                              allow for truss deflection
                                                                                                     Provide clearance                                                                                                                                                              Bracing Wall                                                                               Bracing Wall
                                                                                                     where roof is trussed

                                        Stud

                                                                                                                                                                                                                   BRACING WALL TO CEILING DIAPHRAGM                                                           BRACING WALL TO CEILING DIAPHRAGM
         BRACING WALL TO EXTERNAL WALL                                                                                                    Bracing Wall                                                                (TRUSSES PARALLEL TO WALL)                                                                (TRUSSES PERPENDICULAR TO WALL)
                                                                                                BRACING WALL TO CEILING DIAPHRAGM
         CAPACITIES OF SHEAR BLOCKING                                                              (TRUSSES PARALLEL TO WALL)                                                                                        CAPACITIES OF SHEAR BLOCKING                                                                         CAPACITIES OF SHEAR BLOCKING
         No. of Straps            No. of Nails                  Capacity                                                                                                                                                    Fixing Method                                 Capacity                                              Fixing Method                                   Capacity
              1                  4/2.80mm Ø                          3.3kN                                                                                                                                                  6/3.05mm Ø Nails                            5.0kN/Batten                                            6/3.05mm Ø Nails                              5.0kN/Batten
                                                                                                       CAPACITIES OF SHEAR BLOCKING
              1                  6/2.80mm Ø                          4.9kN                                                                                                                                                  6/3.33mm Ø Nails                            5.5kN/Batten                                            6/3.33mm Ø Nails                              5.5kN/Batten
                                 4/2.80mm Ø                          6.6kN
                                                                                                               Fixing Method                               Capacity
              2                                                                                                                                                                                                             1/M12 Bolt                                  5.1kN/Batten                                            1/M12 Bolt                                    5.1kN/Batten
                                                                                                               2/3.05mm Ø Nails                           1.8kN/Batten
              2                  6/2.80mm Ø                          9.8kN                                                                                                                                                  2/Batten Screws                             6.9kN/Batten                                            2/Batten Screws                               6.9kN/Batten

      Client: Scott Stewart                                           Address: 797 Ringtail Creek Rd. Pomona                                               Noosa Shire Council                                                                                                                Mobile: 0407 693 018        Date     25/10/2021 7:43:21 AM
                                                                                                                                                                                                       ACCOLADE Building Designs                                                                                          Drawn by; S.Horn Drawn for A3 Sheet
      RPD: Lot 4 on RP 213871                                    Site Area : 34073 m²                              Wind Classification N3                                                                         Proprietor: Steven Horn                                              Email: [email protected]
                                                                                                                                                                                                                                                                                                                                                             Project Number                         0521SS
     Proposed
Document            Residence SHS & Timber Posts , Timber Framed, Sheet Roof
         Set ID: 21731676                                                                                                                                                                                          QBSA Lic. 54806                                                     Issue Date:           25 - OCTOBER -2021                              Scale 1 : 30          Sheet No. 7        of 9
Version: 1, Version Date: 14/12/2021