Appendix A - Proposal Plans

                                                                                           DIRECTION B
                                                                                          REQUIRED 50.0 kN SUPPLIED 53.9 kN                                                                                                                                  150mm                                                             Nail Centres:
                                                                                                                                                                                                                                                                                                                               150mm top & bottom plates
                                                                          0.9 (PB)                      0.9 (PB)               0.9 (PB)                                                                                                                                                                                        150mm Vertical edges
                                                                                                                                                                                                                                                                                                                               300mm intermediate studs
                                                                                                                     W6


                                                               0.8 (PB)




                                                                                                                                           0.9 (PB)
                                                                                                                                                                                              M12 Rod through to top plate
                                                                                                                                                                                              to be placed at each end of wall &
                                                                                                                                                                                              between at Max 1200mm crs (UNO)
                                                                                                                                                                                                                                                                                                                                              MINIMUM PLYWOOD THICKNESS
                                                                     D3




                                                                                                                                          W1
                                                                                                                                                                                                                                                                                                                                                                               STUD SPACING (mm)
                                                                                                                                                                                                                                                                                                                                                  STRESS GRADE
                                                                     W5



                                                                                      2.5 (VB)
                                                                                                                                                                                                                                                                                                                                                                                    450             600
                                                                                                                                                                                                                                                                                                                                                           F8                        7               9
                                                                                                                                                                                                                                                                                                                                                           F11                       6               7
                                                                                                                                                                                                          150mm
                                                                                                                                                                                                                                                                                                                                                           F14                       4               6




                                                                                                                                           D1
                                                                     W4




                                                                                                                                                                                                                                                                                                                                                           F27                       4               4.5
                                                               0.9 (PB)




                                                                                    1.8 (VB)




                                                                                                                                           0.9 (PB)
                           REQUIRED 18.4 kN SUPPLIED 28.8 kN




                                                                                                                               0.9 (VB)
                                                                                                                                                                                                           300mm
             DIRECTION A




                                                                                      Trusses Braced to Manufactures Details
                                                                                                                                          D2




                                                                                                                                                                                                                                                                                                                    50 mm max no Tie-down rods
                                                                                                                                                                                                                                                                                                                     150mm max Top & Bottom

                                                                                                                                                                                                                                   Note: Where rod spacing's exceeds 1200mm,                                                                                                                     Nail Centres:
                                                                                                                                                                                                                                                                                      M12 Rod through top plate
                                                                                                                                                                                                                                          Provide M10 bolts to bottom plate,                                                                                                                     150mm top & bottom plates
                                                                                                                                                                                                                                                At Max 1200 mm enters             METHOD
                                                                                                                                                                                                                                                                                      to be A  6.4kN/M
                                                                                                                                                                                                                                                                                            placed at each end of wall &
                                                                                                                                                                                                                                                                                                                                                                                                 150mm Vertical edges
                                                               0.9 (PB)




                                                                                                                                                                                                                                                                                      between at Max 1800mm crs (UNO)
                                                                                                                                            0.6 (PB)




                                                                                                                                                                                                                                                                                                                                                                                                 200mm intermediate studs
                                                                                                                                                                                                  PLYWOOD WALL BRACING SYSTEM
                                                                                                         W2
                                                                              0.9 (PB)                                         0.9 (PB)                           Wind Bracing determined from AS1684.2 for N3 sites
                                                                              RB1




                                                                                                       RB2




                                                                                                                                    RB1




                                                                                                                                                         : 12mm Tie-down rods @ 1200 crs max & 100 from Openings & corners
                                                                                                                                                       0.9 (PB)      Denotes bracing Ply 4mm F14 900 mm wide
                                                                                                                                                                     to supply 6.4 kN/m as per AS 1684.2 Table 8.18 (h) Method A                                         150mm
                                                                                                                                                                                                                                                                                                                                                                                     12 mm Min
                                                                                         16 mm Rod                                                                                                                                                                       100 mm max
    Teco Bracing over rafters                                                            Bracing set
    tensioned & looped at ends                                                                                                                         1.0 (VB)   Denotes 6mm thick Villa board fixed to Manufactures detail                                             no Tie-down rods
    2/30x2.8 nails per rafter                                                                                                                                     to supply 5.3 kN/m as per Hardies Bracing Manual




                                                                                                                                                                                                                                                                               200mm


                                                                                      Bracing Layout                                                                                            Hardies Villaboard (Min 6 mm thick) Sheet                                                                                                                  12 mm Min Top & Bottom

                                                                          1               1 : 100
                                                                                                                                                                                                To Supply 5.3kn/m on Timber Frames Tie-down rods

                                                                                                                                                                                                                                                                                                                                   Note: Where rod spacing's exceeds 1200mm,
                                                                                                                                                                                        Bracing Sheet Details                                                                                                                             Provide M10 bolts to bottom plate,

                                                                                                                                                                              2
                                                                                                                                                                                                                                                                                                                                                At Max 1200 mm enters
                                                                                                                                                                                                                                                                               50mm
                                                                                                                                                                                                                                                                                                              (a) Vertical
                                                                                                                                                                                         1 : 30

Client: Rod Mcmahon & Diane Gibson                                                                             Address: 20 Middle Crk Rd. Federal                                    Noosa Shire Council                                                                                                                     Mobile: 0407 693 018                                   Date     5/05/2021 10:51:52 AM
                                                                                                                                                                                                                                      ACCOLADE Building Designs                                                                                                                 Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 1 on SP 237573                                                                            Site Area : 2902 m²                          Wind Classification N3                                                                             Proprietor: Steven Horn                                     Email: [email protected] Project Number
                                                                                                                                                                                                                                                                                                                                                                                                                   0620MRGD
Proposed Residence Slab on Ground, Timber Framed, Sheet Roof                                                                                                                                                                                          QBCC Lic. 54806                                          Issue Date            05 - MAY - 21                                        Sheet No. 4         of     6