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Plans Altered 26 Crystal St Cooroy 27-04-20 · OPW20/0083
Plans and drawings: the text below has words only, no drawings.
Window Schedule Door Schedule
Mark Height Width Comments Location Lintel Jamb Studs Mark Height Width Comments Location Lintel Jamb Studs
W1 1200 2400 Alum Sliders oxxo Bed 1 170x35 LVL14 3 D1 2040 820 Entry Door & Sidelight Entry 90x35 LVL 14 2
RB1: 165x65 Hyne Beam 17 GLT,S, Cont/span, 2/M12 Galv. Bolts to posts
W2 1200 1800 Alum Sliding Bed 2 120x35 LVL14 2 D2 2100 4200 Alum Slider oxxo Living 360x42 LVL 15 4
RB2: 165x65 Hyne Beam 17 GLT,S, 2/M12 Galv. Bolts to posts
W3 1200 900 Alum Double Hung Living 120x35 LVL14 2 D3 2100 1800 Alum Slider Dining 120x35 LVL 14 2
RB3: 150x44 Hyne Beam LGL GLT, or 150x42 Smart LVL 15
W4 1200 2400 Alum Sliders oxxo Dining 170x35 LVL14 3 D4 2100 1800 Alum Slider Rumpus 120x35 LVL 14 2
Cont/span, 2/M12 Galv Bolts to posts
W5 900 1800 Alum Sliding Passage 120x35 LVL14 2 D5 2100 3200 Alum Slider xxo Rumpus 240x42 LVL 15 3
RB4: 170x44 Hyne Beam LGL GLT, or 170x42 Smart LVL 15
W6 900 1800 Alum Sliding Passage 120x35 LVL14 2 D6 2040 820 External Passage 90x35 LVL1 4 2 2/M12 Galv. Bolts to posts
W7 1200 2400 Alum Sliding Rumpus 170x35 LVL14 3 D7 2040 820 External Passage 90x35 LVL1 4 2 RB5: 195x65 Hyne Beam 17 GLT,S, 2/M12 Galv. Bolts to posts
W8 1000 1800 Alum Sliding Rumpus 120x35 LVL14 2 RB6: 200x44 Hyne Beam LGL GLT or 150x42 Smart LVL 15
W9 1200 1800 Alum Sliding Bed 3 120x35 LVL14 2 : 12mm Tie-down rods @ 1200 crs max & 100 from Openings & corners Cont/span, 2/M12 Galv Bolts to posts
W10 1200 1800 Alum Sliding Bed 4 120x35 LVL14 2
0.9 (PB) Denotes bracing Ply 4mm F14 900 mm wide
W11 600 1800 Alum Sliding Bed 4 120x35 LVL14 2
W12 900 600 Double Hung/Opaque WC2 70x35 MGP12 2 to supply 6.4 kN/m as per AS 1684.2 Table 8.18 (h) Method A
W13 900 600 Double Hung/Opaque Bath 2 70x35 MGP12 2
W14 1200 1500 Alum Sliding/Opaque Bath 2 90x35 LVL14 2 0.9 (PB) 0.9 (PB)
W15 600 1800 Alum Sliding Kitchen 120x35 LVL14 2
W16 600 1500 Alum Sliding Kitchen 90x35 LVL14 2 W20
0.9 (PB)
0.9 (PB)
W19
W17 900 600 Alum Double Hung Laundry 70x35 MGP12 2 0.9 (PB) 0.9 (PB)
W18 900 600 Alum Sliding/Opaque WC 70x35 MGP12 2
W12 W13
W19 900 600 Alum Sliding/Opaque Bath 1 70x35 MGP12 2 W11
0.8 (PB)
0.9 (PB)
W20 900 600 Double Hung/Opaque Bath 1 70x35 MGP12 2
W1
W10
W14
W18
0.9 (PB)
RB6
1
W17
Main Bracing Layout
1 : 100
Required: 22.1 kN Supplied: 34.2 kN
W2
W9
Required: 15.2 kN Supplied: 27.6 kN
0.9 (PB)
Carport
0.9 (PB) 0.9 (PB)
RB2
Direction B
W16
Direction B
0.9 (PB)
0.9 (PB)
D1
1.8 (PB)
W15
W8
RB4
RB1
0.9 (PB)
Deck Area
0.9 (PB)
D2
D7 D6
RB5
Deck Area
D5
D4
D3
Breezeway
0.9 (PB)
W6 W5
W7 W4 W3
RB4 RB2
0.9 (PB) 0.9 (PB) 0.9 (PB) 0.9 (PB)
Required: 30.1 kN Supplied: 34.2 kN Required: 33.2 kN Supplied: 34.2 kN
Direction B Direction B
Wind Bracing determined from AS1684.2 for N3 sites
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:08 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 8 of 13
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