220241.01 - 70 Blanckensee Road, BLACK MOUNTAIN - SECONDARY DWELLING - Architectural & Engineering Plans · EXE23/0033

                                                                                                                                                                                                          UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS

                                                                                                                                                                                                                                           Max 100 mm

                                                                                                                                                                                                 Bolt or Strap

                                                    50mm                                                                          Nail Centres:
                                                                                                                                  Using 30x2.8 Ø Galv. Flat-head nails
M12 Rod through to top plate




                                                                                                                                                                                                                         250
                                                                                                                                  50mm top & bottom plates                                       Solid Nogging
to be placed at each end of wall &                                                                                                                                                                                                                                                                                                                                      M10 Bolts - 15kN
                                                                                                                                  100mm Vertical edges                                                                                                                                                                                                                  M12 Bolts - 20kN
at Max 1200mm crs for Load bearing walls (UNO)
                                                                                                                                  100mm intermediate studs                                                                                                           Lintel
                                                                                          50mm




                                                                                                                                                                                                                         250
                                                                                                                                                                                                                                                            30x0.8 G.I strap
                                                                                                                                                                                                 Studs as Nominated                                         No. of nails as per table                                                                                      Double joists or
                                                                                                                                                                                                                                                               For Tie-down Rod to                                                                                         450mm long full depth cleat
                                                                                                                                                                                                                                                               Bottom Plate Only                                                                                           Nailed to joists with
                                                                                                                                                                                                                                                                                                                                                                           6/75x3.15mm nails


                                                                                                                                                                                                                                                                                                                                         BRACING WALL TO FLOOR JOISTS




                                                                                                                                                                                                                                                      250
 100mm                                                                                                                                                                                           Bolt to slab or floor frame                                           Opening
                                                        PLY F11                                                                                                                                                                                                                                                                        (WALL PERPENDICULAR TO TRUSSES)
                                                    PLY Thickness 4.5

                                                                                                                                                               The top plate shall be fixed or tied to the lintel                                 Tie-Down Requirement From AS 1684.2
                                                                                                                                                               within 100 mm of each rafter/truss, or the                      Max 100 mm
                                                                                                                                                                                                                                                             Table 9.20 (b)                                                               2/ Framing anchors at
                                                                                                                                                               rafter/truss fixed directly to the lintel with a fixing                                                                                                                    Each end of blocking                     M10 Bolts - 15kN
                                                                                                                                                                                                                                              Uplift Capacity                                                                                                                      M12 Bolts - 20kN
                                                                                                                                                               of equivalent tie-down strength to that required                                                                                                                           6/nails per face
  100mm                                                                                                                                                        for the rafter/truss
                                                                                                                                                                                                                               Unseasoned Timber Seasoned Timber
                                                                                                                                                                                                                               4/nails each end of strap M10 bolt to floor

                                                                              Note: Where rod spacing's exceeds 1200mm,                                                                                                         17       12           8.4       12       9.8      7.4                                                      Solid packer plate to suit                 100x50 F14 Hwd. or 120x45 MGP12
                                                                                     Provide M10 bolts to bottom plate,                                                                                                                                                                                                                                                               blocking piece on edge
                                                                                          At Max 1200 mm enters                                                                                                                6/nails each end of strap M12 bolt to floor

                                                                 PLYWOOD WALL BRACING SYSTEM                                                                                                                                    17       17           12        17       14       10                                                              BRACING WALL TO FLOOR JOISTS
                                                                              METHOD as per TABLE 8.18(i) 6.6 kN/M                                                                                                                                                                                                                                 (WALL PARALLEL TO TRUSSES)

                                     Fixing Ply Bracing Sheet                                                                                                                                                       Lintel Tie-Down                                                                                                Bracing Wall Connection
                        1                                                                                                                                                                                     3      1 : 30                                                                                               2
                                     1 : 30                                                                                                                                                                                                                                                                                         1 : 30
                                                                                                                                                                                                                                                                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                                                                   1/M12 Bolt                                       5.1kN/Batten
               2                                                                                                                                                                                                                                                                                                                                         1/M12 Bolt                                      5.1kN/Batten
               2                    6/2.80mm Ø                        9.8kN                                       2/3.05mm Ø Nails                               1.8kN/Batten
                                                                                                                                                                                                                                              2/Batten Screws                                  6.9kN/Batten                                              2/Batten Screws                                 6.9kN/Batten

Client: Peter & Karyn Cook                                 Address: 70 Blanckensee Rd Black Mountain                                                        Noosa Shire Council                                                                                                                                      Mobile: 0407 693 018                                      Date        30/05/2023 2:30:11 PM
                                                                                                                                                                                                                  ACCOLADE Building Designs                                                                                                                                   Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 1 on RP 193199                                     Site Area : 19,986 m²                                Wind Classification N3                                                                                        Proprietor: Steven Horn                                                 Email: [email protected] Project Number
                                                                                                                                                                                                                                                                                                                                                                                                                     0323CPK
Proposed Additional Bed room & Living Area, SHS & Timber Posts , Timber Framed, Sheet Roof                                                                                                                                        QBCC Lic. 54806                                                      Issue Date                 30 - MAY - 2023                                    Sheet No. 7               of       10