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Appendix A - Proposal Plans
Plans and drawings
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Log in to see the plans as drawn Notes for Construction & Maintenance of Timber Decks:
Builder to adhere to BCA Part 3.10.6 & to Manufactures Engineers specifications or industry standards at all times & Timber Queensland recommend that all timber has a moisture content of 15%
Owners to follow manufactures details for maintenance & cleaning of deck Decking boards to be fixed with 2/nails or screws & staggered or offset along the joists. Holes at ends of boards to be
All timber posts to be naturally durable Class 1 or 2 above ground or softwoods H3 treated if supported on bracket if in drilled holes to be 80% of nail diameter & 12mm from ends of boards. Nails & screws to finish flush with top of boards (Not
ground to be H5 Treated soft or hardwood. Punched). Nails or screws to be hot dipped galvanized or stainless steel. Stainless Steel to be used within 900 mm of
Recommend brackets or supports be used & Bitumen paint be applied to the top 200 mm of bracket in the concrete. pools
Posts to have a Minimum 75 mm clearance from the base of the post to footing or slab & post to be 10 mm above cross All Framing Anchors, Fixing Plates, Nailing Plates, Joist hangers to be Galvanised Minimum or Stainless Steel where
member of bracket. End grain of post to be sealed prior to erecting. Construction within 2.0 km radius of open coastal areas
Top of concrete pad footing to be mounded to fall away from support to prevent water from ponding Ends of boards to be slightly undercut at joints. Gaps between decking boards to be min 3 mm to 5 mm
Bearers, Hardwood to be H3 treated if less than 400 mm above ground H4 for touching ground H5 for in ground. (Check with supplier Gaps range with different Types of timbers)
Joists as bearers depending on ground clearance. Joists to have Malthoid strip or an, approved proprietary joist protection Decking boards to be fully sealed (Oiled, Stained, Painted etc.) prior to fixing.
system, fixed to top of joists. Softwood & Engineered manufactured timbers bearers & joists to be H3 min treated at all Recommend a light coloured sealer, with UV protection and a fungicide to be used
times. Approved connectors be used for treated timbers & location.
Recommend hot dip galvanized or stainless steel connectors & fixings be used at all times. Especially where inspections Maintenance & inspection of deck by Owner is to be carried out regularly
are not possible deck is to close to ground or decking to be screwed in place to allow for easy removal to inspect sub-floor Sweep or blow, leaf or other debris off deck. Hosing or use of water to be avoided. Keep the gaps between decking boards
for any issues clear of dirt & debris.
Reseal decking boards when required by manufactures recommendations
Inspect all connections for corrosion or movement regularly (Twice Yearly)
Pot plants to be on stands with a drip tray underneath & moved around regularly to prevent uneven weathering of the deck
600 Accolade Building Designs recommends that Builder & Home Owners read Domestic Deck Design Guide 600
Available on line www.timber.net.au
Custom Orb Roof sheets
Fixed to Manufactures details for N3 Wind Classification
Approved type roof Trusses to Manufacturers @ 900 Ctrs 5° Approved type roof battens @ 900 Ctrs
30 mm Galv looped strap or 2/Framing anchors (Triple Grips Fixed to Manufacturers details for N3 Wind Classification
4/30 mm nails per leg)
Approved type metal gutter guard
as required by BAL
Colorbond metal Fascia & Gutter
RB1: Roof beam 2/M12 bolts to posts
Manufactured beams to be protected Approved type 6 mm FC Sheet to Soffit
from weather as per Manufacturers details and BAL Requirements Top plates 2/90x45 MGP12
C2: Hardwood Timber Posts Approved type timber for BAL Rating
Ceiling Hgt 2700
W3 W4 W5
2400
Tie-down 12 mm rods from subfloor to top plates
Hardwood Timber decking boards to joists Studs 90x35 MGP 12 @ 450 Ctrs
Approved type timber for BAL Rating
Cladding to comply with BAL supplied by
an Approved Qualified person
J2: Hardwood Timber Joists @ 450 Ctrs 1/framing anchor 4/30 mm nails per leg
Joist protector strips to top of Joists Approved type timber for BAL Rating Bottom Plates 90x45 MGP12
J1: Joists at 450 Ctrs 1/Framing anchor 4/30 mm nails peer leg
@ Joists under outer walls
Less than 1000
C2: Hardwood Timber Bearers Approved type timber for BAL Rating
2/M12 bolts to Posts
B1: Bearers 2/M12 bolts to C1
Min 400
Pryda PSQ600100/12
Post support bracket 2/M12 bolts to posts
C1: Galv SHS posts to Engineers details
N12 Cranked through support 1000 mm in length
Bitumen paint to Posts min top 200 mm in concrete
Concrete pad footings to Engineers details
Ground Under Floor & Decks to be have ALL vegetation removed and be Graded so Groundwater Does Not Pond Under Floors
Section A
A 1 : 50
Engineers Details to Take
Precedence Over Shown Details
Client: Scott Stewart Address: 797 Ringtail Creek Rd. Pomona Noosa Shire Council Mobile: 0407 693 018 Date 25/10/2021 7:43:19 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on RP 213871 Site Area : 34073 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0521SS
Proposed Residence SHS & Timber Posts , Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 25 - OCTOBER -2021 Scale 1 : 50 Sheet No. 4 of 9
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