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Appendix A - Proposal Plans
Plans and drawings
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Log in to see the plans as drawn UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
Custom Orb Roof sheeting.
Fixed to Manufactures details N3 Wind classification
Max 100 mm
Approved type roof battens @ 900 ctrs. Uplift Capacity
Teco Bracing over rafters Fixed to Manufactures details N3 Wind classification Bolt or Strap
tensioned & looped at ends Unseasoned Timber Seasoned Timber
2/30x2.8 nails per rafter
Rafters 90x42 Smart LVL 15 Cont/span @ 900 Ctrs 4/nails each end of strap M10 bolt to floor
1/framing anchor 4/30 mm galv nails per leg
Solid Nogging
250
17 12 8.4 12 9.8 7.4
RB1 : Roof Beams Lintel
2/M12 Bolts to posts 6/nails each end of strap M12 bolt to floor
250
3/studs under
17 17 12 17 14 10
30x0.8 G.I strap
Approx 3330
Bracing Rod Set Studs as Nominated No. of nails as per table
16 mm Ø rod 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
Hardwood Posts 100x100 F14 of equivalent tie-down strength to that required
250
Min 75 mm Clearance to base Bolt to slab or floor frame Opening for the rafter/truss
Pryda PSQ60090/12
Post support bracket 2/M12 bolts to posts
R12 rod 1200 long
Cranked through support
Max 100 mm
Tie-Down Requirement From AS 1684.2
Table 9.20 (b)
Concrete Pad Footings to Engineers details
Tie-Down Details
Section A 1 1 : 30
A 1 : 50
600 600
Notes for Construction & Maintenance of Roofs
All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification Custom Orb Roof sheeting.
Fixed to Manufactures details N3 Wind classification
Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification. 7.5°
Timber roof battens fixed to AS1684.2 as per above Approved type roof battens @ 900 ctrs.
Roofing, Flashing & Gutters to be of compatible materials Fixed to Manufactures details N3 Wind classification FC to Soffit 6 mm thick
Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites Trusses to Manufactures details @ 900 ctrs
Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details 1/Cyclone strap 4/30 mm nails per leg
Screws to AS. 3566:2002 Class 3 or better. Blind rivets to be used screws & Rivets to be compatible
material Approved type 10 mm Plasterboard to Ceiling Ribbon Plate 70x35 MGP12
Gutters to be fixed to AS/NZS 3500.3 2003. Gutter to have adequate fall to downpipes Min 1:500 Non-load bearing wall frames
Cornice to Owners details
Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter & Top Plate 70x45 MGP12
70x35 MGP10 Studs @ 450 Ctrs
under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area
Pitching Hgt 2740
Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined
Ceiling 2700
by Plumber
Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block W6 Studs 70x35 MGP12 @ 450 Ctrs
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 Tie-down Rods 12 mm Ø at 1200 Ctrs
sheet Section B
& neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place
& holding tiles firm & in place B 1 : 50
Bottom Plates 70x35 MGP12
(Recommended that a professional is called in with appropriate safety equipment to do inspections &
cleaning)
Reinforced Concrete Slab & Footings to Engineers details
Termite Protection to AS 3660.1
Client: Rod Mcmahon & Diane Gibson Address: 20 Middle Crk Rd. Federal Noosa Shire Council Mobile: 0407 693 018 Date 5/05/2021 10:51:52 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 1 on SP 237573 Site Area : 2902 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0620MRGD
Proposed Residence Slab on Ground, Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 05 - MAY - 21 Sheet No. 3 of 6
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