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Attachment 1 - Amended Proposal Plans
Plans and drawings
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Log in to see the plans as drawn 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 2/02/2022 11:25:23 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 Residence SHS & Timber Posts , Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 02 - FEBRUARY -2022 Scale 1 : 30 Sheet No. 7 of 9
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