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SEC Constructions_P3_S1_Secondary Residence Plan · OPW20/0197
Plans and drawings: the text below has words only, no drawings.
150mm Nail Centres:
150mm top & bottom plates M10 Bolts - 15kN
150mm Vertical edges M12 Bolts - 20kN
300mm intermediate studs
M12 Rod through to top plate
to be placed at each end of wall &
between at Max 1200mm crs (UNO)
Double joists or
450mm long full depth cleat
Nailed to joists with
6/75x3.15mm nails
BRACING WALL TO FLOOR JOISTS
150mm (WALL PERPENDICULAR TO TRUSSES)
2/ Framing anchors at
Each end of blocking M10 Bolts - 15kN
6/nails per face M12 Bolts - 20kN
300mm
Solid packer plate to suit 100x50 F14 Hwd. or 120x45 MGP12
blocking piece on edge
Note: Where rod spacing's exceeds 1200mm, BRACING WALL TO FLOOR JOISTS
Provide M10 bolts to bottom plate,
At Max 1200 mm enters (WALL PARALLEL TO TRUSSES)
PLYWOOD WALL BRACING SYSTEM
METHOD A 6.4kN/M
MINIMUM PLYWOOD THICKNESS
STUD SPACING (mm)
STRESS GRADE
450 600
F8 7 9
F11 6 7
F14 4 6
150 Min - finished ground
F27 4 4.5
Joists
Bearers
400
Min
Bracing Wall Details
1 1 : 30 2000
Client: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:14 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 09 - APRIL - 20 Scale 1 : 30 Sheet No. 8 of 10
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