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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.
UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
Uplift Capacity Notes for Construction & Maintenance of Roofs
Max 100 mm Solid Nogging Unseasoned Timber Seasoned Timber
All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification
Bolt or Strap 4/nails each end of strap M10 bolt to floor Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification.
Timber roof battens fixed to AS1684.2 as per above
17 12 8.4 12 9.8 7.4 Roofing, Flashing & Gutters to be of compatible materials
Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites
250 6/nails each end of strap M12 bolt to floor Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details
Lintel Screws to AS. 3566:2002 Class 3 or better. Blind rivets to be used screws & Rivets to be compatible material
17 17 12 17 14 10 Gutters to be fixed to AS/NZS 3500.3 2003. Gutter to have adequate fall to downpipes Min 1:500
250
Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter &
The top plate shall be fixed or tied to the lintel under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area
30x0.8 G.I strap
Studs as Nominated within 100 mm of each rafter/truss, or the Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined by
No. of nails as per table
rafter/truss fixed directly to the lintel with a fixing Plumber
of equivalent tie-down strength to that required Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block
for the rafter/truss downpipes
Regular inspections & cleaning of gutters to be done depending on trees around the home
Regular cleaning & inspections of the roof is to be done including ensuring screws are still tight on the roof sheet
250
Bolt to slab or floor frame Opening Tie-Down Requirement From AS 1684.2
& neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place &
Table 9.20 (b)
holding tiles firm & in place
(Recommended that a professional is called in with appropriate safety equipment to do inspections & cleaning)
Beam Lintel Tie-down
Max 100 mm
1 1 : 30
Colorbond Custom Orb to Manufactures details
Fixed for N3 Wind rating
20°
Approved type roof battens @ 900 Crs.
Colorbond Roof Sheeting Fixed to Manufactures details for N3
Waling plate & beam 300x42 LVL Roof Trusses to Manufactures details @ 900 Crs.
2/90 mm No.17 Screws to each stud 30 mm Gal Strap 4/30 mm nails per leg
2/M12 bolts to posts Flashing behind Fascia on to
Carport roof Sheet
Purlins 300x90 I joists @ 900 Ctrs
Approved type hangers to 5.0°
Waling plate & Beam
Approved type lining to Ceilings & Soffits
Fasia 360x42 LVL to Waling plate
Approved type anchor bracket W17
4/30 mm nails per leg
W15
D3
1500
Min 2100
Colorbond
Colorbond Cladding Colorbond Cladding
Cladding
120400
Approved type decking boards
C1: 75 mm space to base of posts J1: Joists @ 450 Crs.
1/Framing anchor 4/30 mm nails per leg
B3: Bearer 2/M12 bolts to posts
Sub-Floor Bracing to Engineers details 119210 C2: 75 mm space to base of posts
119210
Pryda PSQ600125/12
Post support bracket 2/M12 bolts to posts Pryda PSQ600100/12
N12 rod cranked through support Carport Slab on block base to Engineers details Non Slip Finish to Slab Post support bracket 2/M12 bolts to posts
Section B Fill in block wall to Engineers details
B 1 : 50
Nat. Ground
Plans Altered to Suit changes made during Building
Materials Used & position of Building
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:07 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 QBCC Lic. 54806 Issue Date 27 - APRIL - 2020 Sheet No. 7 of 13
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