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SEC Constructions_P3_S1_Secondary Residence Plan · OPW20/0197
Plans and drawings: the text below has words only, no drawings.
Colorbond Custom Orb Roof Sheeting
Fixed to Manufacturers Details for N3 Wind rating
Colorbond Custom Orb Roof Sheeting
Approved type roof battens @ 900 Ctrs Fixed to Manufacturers Details for N3 Wind rating
Fixed to manufacturers details for N3
RB3: Roof Beam 2/M12 bolts to posts Roof battens 75x38 Hwd F17 @ 900 Ctrs
5.0° Fixed 1/No. 14 batten screw to each rafter
Approved type trusses to Manufactures details @ 900 ctrs.
1/30 mm gal looped strap 4/30 mm nails per leg
Rafters 100x50 Uns Hwd F17 @ 900 Ctrs
RB1: Roof beam Cont/span 1/Framing anchor 4/30 mm nails per leg
2/M12 bolts to posts
RB2: Roof Beams 2/M12 bolts to posts
Approved type Ceiling lining
Min. 2100
C2: 75 mm clearance to base of posts
2440
XB: Rod Bracing Set. 16 mm Rods
Pryda PSQ600100/12
Post support bracket 2/M12 bolts to posts
Approved type Balustrade N12 rod Cranked through support
1000
to Owners selection
Wheel Stop
DJ1: Floor joists @ 450 Ctrs. Concrete pad footings to Engineers details Concrete Slab 100 mm thick
1/Framing anchor 4/30 mm nails per leg SL72 Slab fabric 50 mm cover
NON Slip finish
DB1: Floor bearers 2/M12 bolts to SHS
C2: 75 mm clearance to base of posts
Pryda PSQ600100/12
Post support bracket 2/M12 bolts to posts
N12 rod Cranked through support
Section B Section C
Concrete pad footings to Engineers details
B 1 : 50
C 1 : 50
UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
Max 100 mm
Uplift Capacity
Bolt or Strap
70 Unseasoned Timber Seasoned Timber
Min 50
4/nails each end of strap M10 bolt to floor
250
Solid Nogging
17 12 8.4 12 9.8 7.4
Bearer Min bolt Spacing 6 bolt Ø 6 bolt Ø Lintel
6/nails each end of strap M12 bolt to floor
4 bolt Ø
250
12 mm Bolts Bolts 5 bolt Ø
6 bolt Ø 17 17 12 17 14 10
4 bolt Ø 30x0.8 G.I strap
Studs as Nominated No. of nails as per table
4 bolt Ø Hwd Posts
Hwd Posts 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
Bearer - Post Beam - Post 1:10
1:10
Max 100 mm
Tie-Down Requirement From AS 1684.2
Bearer/Beam Post Detail Table 9.20 (b)
Tie-down Detail
1 1 : 10 2 1 : 30
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 QBCC Lic. 54806 Issue Date 09 - APRIL - 20 Sheet No. 6 of 10
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