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Plans Secondary Residence 33 Carramar St
Plans and drawings
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Log in to see the plans as drawn UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
150mm Nail Centres: Max 100 mm
150mm top & bottom plates Uplift Capacity
150mm Vertical edges Bolt or Strap
300mm intermediate studs Unseasoned Timber Seasoned Timber
M12 Rod through to top plate 4/nails each end of strap M10 bolt to floor
to be placed at each end of wall &
250
between at Max 1800mm crs (UNO) Solid Nogging
MINIMUM PLYWOOD THICKNESS 17 12 8.4 12 9.8 7.4
Lintel
STUD SPACING (mm) 6/nails each end of strap M12 bolt to floor
250
STRESS GRADE
450 600 17 17 12 17 14 10
F8 7 9 30x0.8 G.I strap
Studs as Nominated No. of nails as per table
F11 6 7 The top plate shall be fixed or tied to the lintel
150mm
F14 4 6 within 100 mm of each rafter/truss, or the
F27 4 4.5 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
300mm
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
PLYWOOD WALL BRACING SYSTEM
METHOD A 6.4kN/M
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: Rhys Williams Address: 33 Carramar St Tewantin Mobile: 0407 693 018 Date 16/02/2021 12:26:41 PM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 62 on RP 854302 Site Area : 708.95 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0418WR2
Proposed Secondary Residence Slab on Ground, Timber Framed, Sheet Roof, QBCC Lic. 54806 Issue Date 14 - JANUARY - 2021 Sheet No. 6 of 8
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