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220241.01 - 70 Blanckensee Road, BLACK MOUNTAIN - SECONDARY DWELLING - Architectural & Engineering Plans · EXE23/0033
Plans and drawings: the text below has words only, no drawings.
Door Schedule
Mark Height Width Comments Location Lintel Jamb Studs
D1 2100 1510 Alum Slider FS Kitchen 90x45 MGP10 2
D2 2100 2710 Alum Stacker SSF Bedroom 190x42 LVL 15 2
D3 2100 2970 Alum Stacker FSS Din/Lounge 190x42 LVL 15 2/Post
D4 2100 2970 Alum Stacker SSF Din/Lounge 190x42 LVL 15 Post/2
150 Min - finished ground
150 Min - finished ground
Joists Joists D3 & D4 Continous Roof Beam, Post support in Middle
Bearer Bearers
400
Min
400
Min
Window Schedule
Mark Height Width Comments Location Lintel Jamb Studs
W1 1000 1510 Alum Awning Kitchen 90x45 MGP10 2
2000 2000
W2 1000 910 Alum Awning WC 90x45 MGP10 2
W3 1200 910 Alum Awning Bathroom 90x45 MGP10 2
W4 1200 910 Alum Awning Bathroom 90x45 MGP10 2
W7 600 2710 Alum Sliding FSSF Din/Lounge 170x35 LVL14 2
Sub-Floor Clearance : 12mm Tie-down rods @ 1200 crs max & 100 from Openings & corners
2 1 : 30
0.9 (PB) Denotes bracing Ply 4mm F11 900 mm wide
to supply 6.6 kN/m as per AS 1684.2 Table 8.18 (i)
RB1: Verandah Beam 200x50 Uns Hwd F14
450 RB2: Roof Beam 168x65 Hyne Beam 13 GLT/C
RB3: Verandah Beam 150x50 Uns Hwd F14
Trimdek (Monument) Roof sheeting L1: Lintel for barn Doors 150x35 LVL 15
10° Fixed to Manufacturers details for N3 Wind Rating
Approved type roof battens RB3 RB3
Fixed to Manufacturers details for N3 Wind Rating
Rafters 150x42 Smart LVL 15 Cont/Span @ 900 Ctrs
Lining to Ceilings Plasterboard 2/Framing Anchors (Triple grips) 4/30 mm FH Nails per leg
Cornice or Moldings to Clients details Teco Bracing over rafters
tensioned & looped at ends
2/30x2.8 nails per rafter
RB1: 2/M12 bolts to post
Tie-Down Rods 12 mm Ø @ 1200 Ctrs 4.95 kN 4.95 kN
W7 D2 0.9 (PB) D3 D4 0.9 (PB)
C1: Hwd post
75 mm Clearance to base
0.9 (PB)
4.95 kN
2874
Trimdeck (Monument) All Cladding sheeting
to match Bath & WC Doors
Sld Corinthian Barn Doors
Lining to Walls Fixed to Manufacturers details for N3 Wind Rating
Required 42.2 kN Supplied 29.7 kN
VJ Sheeting Teco Bracing over rafters
FJ1: Floor Joists @ 450 Ctrs Cont/span
DIRECTION B
tensioned & looped at ends
2/820
1/Framing Anchor (Triple Grips)
L1
4/30x2,8 FH Nails per leg 2/30x2.8 nails per rafter
UP
W7
No Balustrade required as
Ground less than 1000 mm below deck
DJ1: Deck Joists @ 450 Ctrs
0.6 (PB)
0.9 (PB)
3.30 kN
6.60 kN
1/ Framing anchor (Triple Grips)
4/30x2.8 FH Nails per leg RB2
0.9 (PB)
DB1: Deck Bearer 2/M12 bolts to C1 & C2 6.60 kN 0.9 (PB)
W4
6.60 kN
D1
Pryda PSQ600100/12
Post support bracket 2/M12 bolts to posts
13.20 kN
13.20 kN
1.8 (PB)
1.8 (PB)
N12 Rod cranked through bracket
0.9 (PB)
0.9 (PB)
6.60 kN
6.60 kN
FB1: Floor Bearers Cont/span
2/M12 bolts to C2
C2: Galv SHS With Bitumen paint applied W3 W2 W1 RB1
0.9 (PB) 0.9 (PB)
See Sheet 8
6.60 kN 6.60 kN
Mass Concrete Strip & Pad footings
See Sheet 8 Required 18.5 kN Supplied 36.3 kN
Section B Bracing Layout
DIRECTION A
Wind Bracing determined from AS1684.2 for N3 sites
B 1 : 50 1 Engineers Details to Take
1 : 100 Precedence Over Shown Details
Client: Peter & Karyn Cook Address: 70 Blanckensee Rd Black Mountain Noosa Shire Council Mobile: 0407 693 018 Date 30/05/2023 2:30:10 PM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 1 on RP 193199 Site Area : 19,986 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0323CPK
Proposed Additional Bed room & Living Area, SHS & Timber Posts , Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 30 - MAY - 2023 Sheet No. 6 of 10
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