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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.
SHEET
NUMBER SHEET TITLE
1 Title Page
2 Site plan
3 Proposed Floor Plan
4 Elevations
5 Section A
6 Section B
7 Bracing Details
8 Footing Details
9 General Notes
10 Work Place Health &
Safety Notes
Northeast View
1
Northwest View
2
Building to comply with Nominated BUSH FIRE ATTACK LEVEL
(BAL) Supplied by Approved Consultant
Structural Details supplied by Engineer take Precedence
over those on these plans or,
Plans Structural Elements shown to be confirmed
by an RPEQ Certified Structural Engineer with
a Form 15 issued. Reinforced Concrete Slab & Footings
designed, then to be provided to Building Certifier
Any Alterations to the design or substitution of structural members
Southeast View from approved design plans with out the written consent from
3 Steven Horn Accolade Building Designs
will void any responsibilities we have for the
structural integrity or performance of the building
THESE DRAWING ARE SUBJECT TO COPYRIGHT NO PART MAY BE
COPIED OR REPRODUCED OTHER THAN FOR THE PURPOSE OF THIS
Building to comply with Nominated BUSH FIRE ATTACK LEVEL
CONSTRUCTION WITHOUT WRITTEN CONSENT FROM STEVEN HORN,
(BAL) Supplied by Approved Consultant
ACCOLADE BUILDING DESIGN & DRAFTING
Client: Peter & Karyn Cook Address: 70 Blanckensee Rd Black Mountain Noosa Shire Council Mobile: 0407 693 018 Date 30/05/2023 2:30:08 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. 1 of 10
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Page 2
1
Site Plan.
1 : 500
0° 23' 10"
273.170 m
Double garage
Existing
BLAN
Existing D
riveway
C
Water Tank
Existing
K
73.720
281°53
ENSEE
m
Und
' 00"
Double C e r
arparking
4
Residence
Existing
2
10 53 3
- Wall
90° 00' 00"
70.300 m
10 00 0
ROAD
NORTH
Bedroom
Proposed
Addition
4
3
4
4
10450 - Wall
-3000
12 48 4
-20 00
10000
-10 00
12 83 2
Wall
0
180° 00' 00"
288.400 m
14
Real Property Description
Lot No. 1 on RP. 193199
Locality:Black Mountain
Address: 70 Blanckensee Rd.
Site Area: 19,986 m²
Client: Peter & Karyn Cook Address: 70 Blanckensee Rd Black Mountain Noosa Shire Council Mobile: 0407 693 018 Date 30/05/2023 2:30:08 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 QBSA Lic. 54806 Issue Date: 30 - MAY - 2023 Scale 1 : 500 Sheet No. 2 of 10
Page 3
Concrete pad Footings to Engineers details
C1: Hwd Posts 100x100 F14
C2: Galv SHS Posts 75x75x4 mm
Door Schedule Window Schedule FB1: Floor Bearers 200x58 Smart LVL 15 H3 Cont/span
FJ1: Floor Joists 200x42 Smart LVL 15 H3 Cont/span
Mark Height Width Comments Location Lintel Jamb Studs Mark Height Width Comments Location Lintel Jamb Studs Add Blocking at Mid-span
D1 2100 1510 Alum Slider FS Kitchen 90x45 MGP10 2 W1 1000 1510 Alum Awning Kitchen 90x45 MGP10 2 2/FJ1 2 Floor Joists Under External Walls
DB1: Deck Bearer 200x75 Uns Hwd F14 H3
D2 2100 2710 Alum Stacker SSF Bedroom 190x42 LVL 15 2 W2 1000 910 Alum Awning WC 90x45 MGP10 2 DB2: Deck Bearers 175x75 Uns Hwd F14 Cont/span
D3 2100 2970 Alum Stacker FSS Din/Lounge 190x42 LVL 15 2/Post W3 1200 910 Alum Awning Bathroom 90x45 MGP10 2 DB3: Deck Bearer 150x50 UNS Hwd F14
D4 2100 2970 Alum Stacker SSF Din/Lounge 190x42 LVL 15 Post/2 W4 1200 910 Alum Awning Bathroom 90x45 MGP10 2 DJ1: Deck Joists 150x50 Uns Hwd F14 H3 or
W7 600 2710 Alum Sliding FSSF Din/Lounge 170x35 LVL14 2 140x45 Hyne T3 Green MGP12 @ 450 Ctrs
DJ2: Deck Joists 190x45 Hyne T3 Green MGP12 or
200x50 Uns Hwd H3 @ 450 ctrs
DJ3: Deck Joists 125x50 Uns Hwd F14
DB: 19 mm PR Hwd Decking boards
GS: 30 mm Gal Straps to joists Between 30°to 60°
1/50x3.15 mm hot-dipped Gal flat head deformed nail per joist
450 450
100 100 100 100 100
11160
100 100 100 100 100 100 2665 2665 2665 2665
75 75 75 75 75 75
900 2665 2665 2665 2665
2142 2142 2142 2142 2142
A
5
RB3 RB3
450
DP DP C1 DB2 C1 DB2 C1
100
100
100
C1 C1
1900
3000
3000
2900
2900
2900
Timber Deck C1 DB3 C1 GS GS GS
100
100
900
DJ2
1000
100
D2 D3 D4 C1 DB3 FB1 FB1
75
75
70
70
C2 C2 C2 C2 C2 C2
Wall 2400 mm in Height
to match Bath & WC Doors
Sld Corinthian Barn Doors
B
S
6 Sub-Floor Bracing to D ia
go
2700
CF Engineers details na
2/820
S l
9500
Bedroom Dining/Lounge 14
2/FJ1
3840
3840
3980
3830
3830
UP UP 65
W7
Living Area CF 6
FJ1
64.98 m² REF; Fridge Space
2/FJ1
6500
KS; Kitchen Sink
540 600
Robe WC; Toilet
70
VTY; Vanity
Linen RB2 B; Hand Basin FB1 FB1
70
820
75
75
SHR; Shower
C2 C2 C2 C2 C2 C2
920
900
Bathroom Bench Top CF; Ceiling Fan
W4
Tiled Floor S Smoke alarm
D1
70
820
2420
2420
2450
2445
2520
EF
1000
WC Timber Deck GS
2/FJ1
Kitchen
DJ1
1530
SHR VTY Bath
1000x1200 REF
600
B WC Stove KS
100
Space
75
70
100
450
DP W3 W2 W1 RB1 UP DP VJ Sheeting Lining to all internal walls C2 C2 FB1 C2 C2 DB1 UP C1
VJ Moisture Resistant to Bathroom walls
Builder to Determine stair length on site Fixed & Sealed to Manufacturers details
to Coincide with Ground levels
Approved type Stairs to BCA 3.9.1 2480 950 600 1630 910 2930 2620 2620 2620 2900
Balustrade to BCA 3.9.2 70 310 70 75 75 75 75 100
3500 930 3450 2900 11160
70 70 70 70 100
8160 3000
2nd Res. Floor Sub-Floor Layout Building to comply with Nominated BUSH FIRE ATTACK LEVEL
1 1 : 100
2 1 : 100
(BAL) Supplied by Approved Consultant
Builder to Confirm all Levels on site.
Builder must Comply to Current Building Codes & Regulations
Client: Peter & Karyn Cook Address: 70 Blanckensee Rd Black Mountain Noosa Shire Council Mobile: 0407 693 018 Date 30/05/2023 2:30:08 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 QBSA Lic. 54806 Issue Date: 30 - MAY - 2023 Scale 1 : 100 Sheet No. 3 of 10
Page 4
Trimdek M
onument R
of Shee t oof Sheet
ent Ro
k Monum 10°
Trimde
15°
2nd Res. Pitching
2430
W7
Trimdek Monument Cladding
W4
2100
D1
Trimdek Monument Cladding
2nd Res. Floor
0
16 mm Rod Bracing Sets Builder to Determine stair length on site 16 mm Rod Bracing Sets to Engineers details
to Engineers details to Coincide with Ground levels
Approved type Stairs to BCA 3.9.1
Balustrade to BCA 3.9.2
West Elevation East Elevation
2 1 : 100
1 1 : 100
Door Schedule Window Schedule
Mark Height Width Comments Location Lintel Jamb Studs Mark Height Width Comments Location Lintel Jamb Studs
D1 2100 1510 Alum Slider FS Kitchen 90x45 MGP10 2 W1 1000 1510 Alum Awning Kitchen 90x45 MGP10 2
D2 2100 2710 Alum Stacker SSF Bedroom 190x42 LVL 15 2 W2 1000 910 Alum Awning WC 90x45 MGP10 2
D3 2100 2970 Alum Stacker FSS Din/Lounge 190x42 LVL 15 2/Post W3 1200 910 Alum Awning Bathroom 90x45 MGP10 2
D4 2100 2970 Alum Stacker SSF Din/Lounge 190x42 LVL 15 Post/2 W4 1200 910 Alum Awning Bathroom 90x45 MGP10 2
W7 600 2710 Alum Sliding FSSF Din/Lounge 170x35 LVL14 2
W3 W2 W1
D4 D3 D2
Trimdek Monument Cladding Trimdek Monument Cladding
16 mm Rod Bracing Sets to Engineers details
South Elevation
North Elevation 4 1 : 100
3 1 : 100 Building to comply with Nominated BUSH FIRE ATTACK LEVEL
(BAL) Supplied by Approved Consultant
Client: Peter & Karyn Cook Address: 70 Blanckensee Rd Black Mountain Noosa Shire Council Mobile: 0407 693 018 Date 30/05/2023 2:30:09 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 QBSA Lic. 54806 Issue Date: 30 - MAY - 2023 Scale 1 : 100 Sheet No. 4 of 10
Page 5
Notes for Construction & Maintenance of Timber Decks: Timber Queensland recommend that all timber has a moisture content of 15%
Decking boards to be fixed with 2/nails or screws & staggered or offset along the joists. Holes at ends of boards
Builder to adhere to BCA Part 3.10.6 & to Manufactures Engineers specifications or industry standards at all times & to be drilled holes to be 80% of nail diameter & 12mm from ends of boards. Nails & screws to finish flush with
Owners to follow manufactures details for maintenance & cleaning of deck top of boards (Not Punched). Nails or screws to be hot dipped galvanized or stainless steel. Stainless Steel to
All timber posts to be naturally durable Class 1 or 2 above ground or softwoods H3 treated if supported on bracket if in be used within 900 mm of pools
ground to be H5 Treated soft or hardwood. All Framing Anchors, Fixing Plates, Nailing Plates, Joist hangers to be Galvanised Minimum or Stainless Steel
Recommend brackets or supports be used & Bitumen paint be applied to the top 200 mm of bracket in the concrete. where Construction within 2.0 km radius of open coastal areas
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 Ends of boards to be slightly undercut at joints. Gaps between decking boards to be min 3 mm to 5 mm
member of bracket. End grain of post to be sealed prior to erecting. (Check with supplier Gaps range with different Types of timbers)
Top of concrete pad footing to be mounded to fall away from support to prevent water from ponding Decking boards to be fully sealed (Oiled, Stained, Painted etc.) prior to fixing.
Bearers, Hardwood to be H3 treated if less than 400 mm above ground H4 for touching ground H5 for in ground. Recommend a light coloured sealer, with UV protection and a fungicide to be used
Joists as bearers depending on ground clearance. Joists to have Malthoid strip or an, approved proprietary joist
protection system, fixed to top of joists. Softwood & Engineered manufactured timbers bearers & joists to be H3 min Maintenance & inspection of deck by Owner is to be carried out regularly
treated at all times. Approved connectors be used for treated timbers & location. Sweep or blow, leaf or other debris off deck. Hosing or use of water to be avoided. Keep the gaps between
Recommend hot dip galvanized or stainless steel connectors & fixings be used at all times. Especially where decking boards clear of dirt & debris.
inspections are not possible deck is to close to ground or decking to be screwed in place to allow for easy removal to Reseal decking boards when required by manufactures recommendations
inspect sub-floor for any issues. 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
Accolade Building Designs recommends that Builder & Home Owners read Wood Solutions TDG 21 at
www.woodsolutions.com.au
Teco Bracing over rafters
Top Plates 2/70x45 MGP12 or tensioned & looped at ends
1/90x45 + 1/90x35 MGP12 2/30x2.8 nails per rafter
Approved type Colorbond Flashing Trimdek (Monument) Roof sheeting
From wall to Roof Sheet Fixed to Manufacturers details for N3 Wind Rating
Wall plate 150x35 Smart LVL14
1/Type 14 No 17 x 75 mm each Stud Approved type roof battens
10° Fixed to Manufacturers details for N3 Wind Rating
Trimdeck (Monument) Roof sheeting
Fixed to Manufacturers details for N3 Wind Rating Rafters 150x42 Smart LVL 15 Cont/Span @ 900 Ctrs
Approved type roof battens 15° 2/Framing Anchors (Triple grips) 4/30 mm FH Nails per leg
Fixed to Manufacturers details for N3 Wind Rating
Rafters 130x42 Smart LVL 15 @ 900 Ctrs g
1/ Framing Anchor (Triple Grip) or Hanger Ceilin
ing to 2nd Res. Pitching
4/30x2.8 FH. Nails per leg pe Lin
ved ty
Appr o
3564 Top of Frame
2430
All cladding Colorbond Trimdeck (Monument) sheeting
Lintels to openings See Win/Door Schedules
W7 Fixed to Manufacturers details for N3 Wind Rating
Studs up to 3000mm 70x35 MGP12@ 450 Ctrs
W1
2200 Underside of Beam
2430 Pitching Hgt
Studs up to 3600mm 2/70x35 MGP12 or 90x35 MGP12 @ 450 Ctrs
D1
C1: Hwd post
75 mm Clearance to base
2100
Approved type Balustrade to BCA 3.9.2
FJ1: Floor Joists @ 450 Ctrs Cont/span
1/Framing Anchor (Triple Grips)
1000
DJ2: Deck Joists @ 450 Ctrs 4/30x2,8 FH Nails per leg
1/ Framing anchor (Triple Grips)
4/30x2.8 FH Nails per leg 19 mm Structaflor (Yellow Tongue) 2nd Res. Floor
DB2: Deck Bearer 2/M12 bolts to C1
0
Bottom Plates 70x35 MGP12
FB1: Floor Bearers Cont/span
2/M12 bolts to C2
2291
16 mm Rod Bracing Sets
see Sheet 8 C2: Galv SHS With Bitumen paint applied
Mass Concrete strip & Pad footings
Pryda PSQ600100/12 See Sheet 8
Post support bracket 2/M12 bolts to posts
N12 Rod cranked through bracket
Section A
A 1 : 50
Engineers Details to Take
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 QBSA Lic. 54806 Issue Date: 30 - MAY - 2023 Scale 1 : 50 Sheet No. 5 of 10
Page 6
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
Page 7
UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
Max 100 mm
Bolt or Strap
50mm Nail Centres:
Using 30x2.8 Ø Galv. Flat-head nails
M12 Rod through to top plate
250
50mm top & bottom plates Solid Nogging
to be placed at each end of wall & M10 Bolts - 15kN
100mm Vertical edges M12 Bolts - 20kN
at Max 1200mm crs for Load bearing walls (UNO)
100mm intermediate studs Lintel
50mm
250
30x0.8 G.I strap
Studs as Nominated No. of nails as per table Double joists or
For Tie-down Rod to 450mm long full depth cleat
Bottom Plate Only Nailed to joists with
6/75x3.15mm nails
BRACING WALL TO FLOOR JOISTS
250
100mm Bolt to slab or floor frame Opening
PLY F11 (WALL PERPENDICULAR TO TRUSSES)
PLY Thickness 4.5
The top plate shall be fixed or tied to the lintel Tie-Down Requirement From AS 1684.2
within 100 mm of each rafter/truss, or the Max 100 mm
Table 9.20 (b) 2/ Framing anchors at
rafter/truss fixed directly to the lintel with a fixing Each end of blocking M10 Bolts - 15kN
Uplift Capacity M12 Bolts - 20kN
of equivalent tie-down strength to that required 6/nails per face
100mm for the rafter/truss
Unseasoned Timber Seasoned Timber
4/nails each end of strap M10 bolt to floor
Note: Where rod spacing's exceeds 1200mm, 17 12 8.4 12 9.8 7.4 Solid packer plate to suit 100x50 F14 Hwd. or 120x45 MGP12
Provide M10 bolts to bottom plate, blocking piece on edge
At Max 1200 mm enters 6/nails each end of strap M12 bolt to floor
PLYWOOD WALL BRACING SYSTEM 17 17 12 17 14 10 BRACING WALL TO FLOOR JOISTS
METHOD as per TABLE 8.18(i) 6.6 kN/M (WALL PARALLEL TO TRUSSES)
Fixing Ply Bracing Sheet Lintel Tie-Down Bracing Wall Connection
1 3 1 : 30 2
1 : 30 1 : 30
Nailing plates or framing anchors (Legs not bent)
to either end of Noggings 6/2.8 nails each leg
2/100 mm batten screws each side
Internal bracing wall Blocks to be on both side of
Top plate Ceiling battens fixed with Battens fixed to bracing wall with Rafter or Truss bottom chord
Min 1/3.05mm Ø nail Stud size shear blocks
2/3.05mm Ø nails per batten Min Stud Size Noggings large enough to avoid splitting
either side of wall Shear blocks nailed or bolted
Drill 13.5mm Ø hole into batten and Shear block
2/100 mm batten screws
to allow for truss deflection each block
30x0.8mm GI straps with
Stud nails each end of strap as Rafter or Truss
required per table Rafter or Truss
Gap must be provided to Rafter or Truss Gap must be provided to
External wall allow for truss deflection allow for truss deflection
Provide clearance Bracing Wall Bracing Wall
where roof is trussed
Stud
BRACING WALL TO CEILING DIAPHRAGM BRACING WALL TO CEILING DIAPHRAGM
BRACING WALL TO EXTERNAL WALL Bracing Wall (TRUSSES PARALLEL TO WALL) (TRUSSES PERPENDICULAR TO WALL)
BRACING WALL TO CEILING DIAPHRAGM
CAPACITIES OF SHEAR BLOCKING (TRUSSES PARALLEL TO WALL) CAPACITIES OF SHEAR BLOCKING CAPACITIES OF SHEAR BLOCKING
No. of Straps No. of Nails Capacity Fixing Method Capacity Fixing Method Capacity
1 4/2.80mm Ø 3.3kN 6/3.05mm Ø Nails 5.0kN/Batten 6/3.05mm Ø Nails 5.0kN/Batten
CAPACITIES OF SHEAR BLOCKING
1 6/2.80mm Ø 4.9kN 6/3.33mm Ø Nails 5.5kN/Batten 6/3.33mm Ø Nails 5.5kN/Batten
4/2.80mm Ø 6.6kN
Fixing Method Capacity 1/M12 Bolt 5.1kN/Batten
2 1/M12 Bolt 5.1kN/Batten
2 6/2.80mm Ø 9.8kN 2/3.05mm Ø Nails 1.8kN/Batten
2/Batten Screws 6.9kN/Batten 2/Batten Screws 6.9kN/Batten
Client: Peter & Karyn Cook Address: 70 Blanckensee Rd Black Mountain Noosa Shire Council Mobile: 0407 693 018 Date 30/05/2023 2:30:11 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. 7 of 10
Page 8
Notes for Construction & Maintenance of Roofs
All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification
Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification.
75x10 Cleat Plate Timber roof battens fixed to AS1684.2 as per above
2/M16 8.8/s Bolts Roofing, Flashing & Gutters to be of compatible materials
Typical U.N.O.
Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites
Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details
Screws to AS. 3566:2002 Class 3 or better. Blind rivets to be used screws & Rivets to be compatible material
Gutters to be fixed to AS/NZS 3500.3 2003. Gutter to have adequate fall to downpipes Min 1:500
300 Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter &
under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area
100
F.S.L. Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined by Plumber
SHS POST Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block downpipes
Trench Mesh L11TM3 Regular inspections & cleaning of gutters to be done depending on trees around the home
400
50 mm Clearance
Regular cleaning & inspections of the roof is to be done including ensuring screws are still tight on the roof sheet
600
Bored Pier
& neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place & holding tiles firm & in place
(Recommended that a professional is called in with appropriate safety equipment to do inspections & cleaning)
Into STIFF Founding Material
10 mm Base plate
TYPICAL STEEL SUB-FLOOR 50 mm larger than SHS
ADDITIONAL STRIP
BRACING DETAIL
Min 1000
FOOTINGS AND DEEP
PIERS MIGHT BE
REQUIRED IF THE
HOUSE SITS IN HIGH
LANDSLIDE RISK AREA
450 Ø
FOOTING DETAIL C1 C1
Strip Footings
C1 C1 C1
EDGE FOOTING 2/N12 'L' BARS EDGE FOOTING 2/N12 'L' BARS
Strip Footings
BOTTOM LAP 500 MM BOTTOM LAP 500 MM GS
C1 C1
C1
Strip Footings
C2 C2 C2 C2 C2 C2
16 mm Rod Cross Bracing
EDGE FOOTING INTERNAL FOOTING
Pad Footings
Strip Footings
C2 C2 C2 C2 C2 C2
Strip Footings
Strip Footings
AT CORNER AT "T" INTERSECTION
TYPICAL FOOTING INTERSECTION DETAILS
Strip Footings
C2 C2 C2 C2 C1
Footing Details Footing Layout
1 1 : 30
2 1 : 100
Client: Peter & Karyn Cook Address: 70 Blanckensee Rd Black Mountain Noosa Shire Council Mobile: 0407 693 018 Date 30/05/2023 2:30:11 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. 8 of 10
Page 9
GENERAL SPECIFICATION Construction Notes
Written Dimensions take Precedence over scale If in doubt call Accolade Building Designs Timber Frame: Framing to be built in accordance with AS 1684 Termite protected timbers shall be used on all framing
Builder to verify all dimensions & levels on site prior to commencement of work Approved type flashing & sarking to be attached between cladding & frame along with slab & frame to prevent moisture getting to the frames
All boundary setbacks to be strictly adhered to as minimum setbacks apply All wet areas to be made waterproof or resistant to comply to AS 3740 & BCA 3.8.1
Verify location of all services on site & all floor levels allow for connection to these services Linings used shall be approved for use in wet areas & shall be fixed in strict accordance
All building work to be carried out to Australian Standards & to the relevant building codes of Australia with Manufactures specifications. Recommended that all showers have a waterproofed hob
Builder to supply footpath protection & show required signage to comply to council regulations & Shower screens fitted to above standards
comply to the Workplace Health & Safety act. Water stops or vertical barriers in the waterproofing system be installed to prevent passage of moisture in the floor to non wet areas of building
Wet Areas include Bathrooms Ensuite Laundry & WC or Powder rooms
Builder to supply sediment control where needed
All work to comply to the National Construction Codes 2020 Tiled areas: Tiles to laid or fixed to a clean dry substrate to comply to AS 3958
Termite protection to AS. 3660.1 Ensure water proofing is dry & is suitable for the adhesives or grouts to be applied to
Smoke alarms to comply to AS. 3786 -2016 Ensure the correct tile is being used for the application (Example.. Floor tiles on Floors)
Concrete footings to be designed by Engineers from Soils Tests & to comply with AS. 2870
All walls to be checked to ensure they are fixed correctly, straight & plumb prior to fixing plasterboard or interior lining
All structural Timbers to comply with National Timber Framing Codes AS. 1684.2 & AS . 1720 & Plasterboard or interior linings to be fixed to dry frames in strict compliance with manufactures details. Setting of plasterboard to be done in strict
Construction Timbers Queensland(CTIQ) compliance with manufactures specifications, Sanded to provide a flat smooth finish
All Steelwork to comply to AS. 4100 for steel structures
Roof Rafters to be Certified by Engineer Painting: Paints & application to comply to AS 2311 Min 3 coat application system to be used
Lighting to comply with AS.1680.1 & B.C.A. Volume 2 Part 3.8.4.2 & 3 Substrate to be clean & dry correct type sealers & primers to be used for substrate
If paint is sprayed on then a back roll should be done between coats & after final coat
Electrical installations to comply to AS. 3000 & other relevant regulations Mould resistant paint to be used in Bathrooms, Ceilings to have approved ceiling paint applied & be a matt finish
Plumbing & drainage to comply to AS. 3500 Hot water system to AS. 3500 4.1
Internal Wet Areas to comply to AS. 3740 as in B.C.A. Volume 2, Part 3.8.1 All external manufactured timbers to be H3 Treated & sealed painted or encased made weather proof
External waterproofing to comply to AS. 4654 in strict accordance with the manufactures specifications
Windows & Glazing to AS.2047 -1999 Screening or security screens to comply to
Concrete slabs & footings to be poured to Structural Engineers Specifications & in accord with AS 2870
relevant regulations. Type of glass used to be determined by Energy Efficiency Consultant External concrete shall be have a NON-Slip Finish or a NON-slip coating applied to the surface
Plasterboard to AS. 2589 Painting to AS. 2311 Tiling to AS. 3958
Insulation to roof cavity & walls to be determined by Licensed Energy Efficiency Consultant to Approved type flooring (Structaflor 19 mm Yellow tongue) to be used for Suspended timber floor fixed to Manufactures specifications
Comply to Australian. & QLD. Standards & requirements Wet areas to use Hardies Scyon Secura internal flooring or similar product, waterproofed & Tiled in accord with relevant standards
Structural members Wind bracing & tie-down to be certified by Structural Engineer
All external windows & doors to have appropriate flashing & seals fitted to prevent water getting into building or to the frame work
WC to be installed with 4.5/3 L dual flush cistern or better For all installations of windows follow manufactures instructions or Installation & Fixing Guide at www.awa.org.au
All taps & Shower roses to be AAA Conservation rating Windows in Bedrooms, if floor level is over 2000 mm above ground & less than 1700 from floor to sill, are to have a
All roof water to be discharged to holding Tank permanently fixed device attached to opening part of the window or a permanently fixed screen across the opening
All waste water to be connected to Proposed Effluent system part of the window. Restricting the window from opening more than or a screen from allowing a 125 mm sphere to pass through & resisting an
Stairs to B.C.A. Volume 2 Part 3.9.1 Balustrade Part 3.9.2 & AS1170.1, outward horizontal action of 250N against the window being restrained by the device or screen
All windows over 4000 mm above external surface below to have restrictions fitted if opening part of window less than
Timber Decks to be built to B.C.A. 3.10.6 865 mm from floor & has no horizontal or near horizontal elements that would allow climbing by a child between 150 & 760 mm from floor
These plans are for Certification & Building only. Items like Flooring, Tiles, Painting & other finishes New Dwelling; to have Min. 50 % of specified bracing installed prior to roof going on
Cabinetry Etc. to be decide by Owner & Builder prior Contract being signed Items must comply to relevant codes Existing Dwelling; During construction temporary propping & bracing to consulting Engineers satisfaction
The Builder must have Building Approval for the proposed works from a Building Certifier prior to work commencing
Gang nail Splice plates NOT permitted for exterior timber beams
Client: Peter & Karyn Cook Address: 70 Blanckensee Rd Black Mountain Noosa Shire Council Mobile: 0407 693 018 Date 30/05/2023 2:30:11 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 QBSA Lic. 54806 Issue Date: 30 - MAY - 2023 Scale Sheet No. 9 of 10
Page 10
1. FALLS, SLIPS, TRIPS 2. FALLING OBJECTS 5. MANUAL TASKS 7. CONFINED SPACES
a) WORKING AT HEIGHTS LOOSE MATERIALS OR SMALL OBJECTS Components within this design with a mass in excess of 25kg EXCAVATION
DURING CONSTRUCTION Construction, maintenance or demolition work on or around this should be lifted by two or more workers or by mechanical lifting Construction of this building and some maintenance on the
Wherever possible, components for this building should be building is likely to involve persons working above ground level or device. Where this is not practical, suppliers or fabricators should building will require excavation and installation of items within
prefabricated off-site or at ground level to minimise the risk of above floor levels. Where this occurs one or more of the following be required to limit the component mass. excavations. Where practical, installation should be carried out
workers falling. However, construction of this measures should be taken to avoid objects falling from the area All material packaging, building and maintenance components using methods which do not require workers to enter the
building will require workers to be working at heights where a fall in where the work is being carried out onto persons below. should clearly show the total mass of packages and where excavation. Where this is not practical, adequate support for the
excess of two metres is possible and injury is likely to result from such 1. Prevent or restrict access to areas below where the work is practical all items should be stored on site in a way which excavated area should be provided to prevent collapse. Warning
a fall. The builder should provide a suitable barrier wherever a being carried out. minimises bending before lifting. Advice should be provided on signs and barriers to prevent accidental or unauthorised access to
person is required to work in a situation where falling more than 2. Provide toeboards to scaffolding or work platforms. safe lifting methods in all areas where lifting may occur. all excavations should be provided.
two metres is a possibility. 3. Provide protective structure below the work area. Construction, maintenance and demolition of this building will ENCLOSED SPACES
DURING OPERATION OR MAINTENANCE 4. Ensure that all persons below the work area have Personal require the use of portable tools and equipment. These should be For buildings with enclosed spaces where maintenance or other
For houses or other low-rise buildings where scaffolding is Protective Equipment (PPE). fully maintained in accordance with manufacturer’s access may be required:
appropriate: specifications and not used where faulty or (in the case of Enclosed spaces within this building may present a risk to persons
BUILDING COMPONENTS electrical equipment) not carrying a current electrical safety tag.
Cleaning and maintenance of windows, walls, roof or other During construction, renovation or demolition of this building, parts of entering for construction, maintenance or any other purpose. The
components of this building will require persons to be situated All safety guards or devices should be regularly checked and design documentation calls for warning signs and barriers to
the structure including fabricated steelwork, heavy panels and many Personal Protective Equipment should be used in accordance
where a fall from a height in excess of two metres is possible. Where other components will remain standing prior to or after supporting unauthorised access. These should be maintained throughout the
this type of activity is required, scaffolding, ladders or trestles should with manufacturer’s specification. life of the building. Where workers are required to enter enclosed
parts are in place. Contractors should ensure that temporary bracing
be used in accordance with relevant codes of practice, spaces, air testing equipment and Personal Protective Equipment
regulations or legislation.
or other required support is in place at all times when collapse which 6. HAZARDOUS SUBSTANCES should be provided.
may injure persons in the area is a possibility. ASBESTOS
For buildings where scaffold, ladders, trestles are not appropriate: SMALL SPACES
Cleaning and maintenance of windows, walls, roof or other For alterations to a building constructed prior to 1990:
Mechanical lifting of materials and components during construction, For buildings with small spaces where maintenance or other access
components of this building will require persons to be situated If this existing building was constructed prior to:
maintenance or demolition presents a risk of falling objects. may be required:
where a fall from a height in excess of two metres is possible. Where 1990 - it therefore may contain asbestos
Contractors should ensure that appropriate lifting devices are used, Some small spaces within this building will require access by
this type of activity is required, scaffolding, fall barriers or Personal 1986 - it therefore is likely to contain asbestos
that loads are properly secured and that access to areas below the construction or maintenance workers. The design documentation
Protective Equipment (PPE) should be used in accordance with either in cladding material or in fire retardant insulation material. In
load is prevented or restricted. calls for warning signs and barriers to unauthorised access. These
relevant codes of practice, regulations or legislation. either case, the builder should check and, if necessary, take
should be maintained throughout the life of the building. Where
appropriate action before demolishing, cutting, sanding, drilling or
workers are required to enter small spaces they should be
b) SLIPPERY OR UNEVEN SURFACES 3. TRAFFIC MANAGEMENT otherwise disturbing the existing structure.
scheduled so that access is for short periods. Manual lifting and
For building on a major road, narrow road or steeply sloping road: POWDERED MATERIALS other manual activity should be restricted in small spaces.
FLOOR FINISHES Specified Parking of vehicles or loading/unloading of vehicles on this roadway Many materials used in the construction of this building can cause
If finishes have been specified by designer, these have been may cause a traffic hazard. During construction, maintenance or harm if inhaled in powdered form. Persons working on or in the 8. PUBLIC ACCESS
selected to minimise the risk of floors and paved areas becoming demolition of this building designated parking for workers and loading building during construction, operational maintenance or demolition Public access to construction and demolition sites and to areas
slippery when wet or when walked on with wet shoes/feet. Any areas should be provided. Trained traffic management personnel should ensure good ventilation and wear Personal Protective under maintenance causes risk to workers and public. Warning
changes to the specified finish should be made in consultation with should be responsible for the supervision of these areas. Equipment including protection against inhalation while using signs and secure barriers to unauthorised access should be
the designer or, if this is not practical, surfaces with an equivalent or For building where on-site loading/unloading is restricted: powdered material or when sanding, drilling, cutting or otherwise provided. Where electrical installations, excavations, plant or loose
better slip resistance should be chosen. Construction of this building will require loading and unloading of disturbing or creating powdered material. materials are present they should be secured when not fully
FLOOR FINISHES By Owner materials on the roadway. Deliveries should be well planned to avoid supervised.
If designer has not been involved in the selection of surface TREATED TIMBER
congestion of loading areas and trained traffic management The design of this building may include provision for the inclusion of 9. OPERATIONAL USE OF BUILDING
finishes, the owner is responsible for the selection of surface finishes personnel should be used to supervise loading/unloading areas. treated timber within the structure. Dust or fumes from this material RESIDENTIAL BUILDINGS
in the pedestrian trafficable areas of this building. Surfaces should For all buildings:
be selected in accordance with AS HB 197:1999 and AS/NZ can be harmful. Persons working on or in the building during This building has been designed as a residential building. If it, at a
Busy construction and demolition sites present a risk of collision where construction, operational maintenance or demolition should ensure
4586:2004. deliveries and other traffic are moving within the site. A traffic later date, it is used or intended to be used as a workplace, the
good ventilation and wear Personal Protective Equipment including provisions of the Work Health and Safety Act 2011 or subsequent
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES management plan supervised by trained traffic management
Due to design restrictions for this building, steps and/or ramps are protection against inhalation of harmful material when sanding, replacement Act should be applied to the new use.
personnel should be adopted for the work site. drilling, cutting or using treated timber in any way that may cause
included in the building which may be a hazard to workers carrying
harmful material to be released. Do not burn treated timber. 10.OTHER HIGH RISK ACTIVITY
objects or otherwise occupied. Steps should be clearly marked with 4. SERVICES
both visual and tactile warning during construction, maintenance, VOLATILE ORGANIC COMPOUNDS All electrical work should be carried out in accordance with Code
GENERAL Many types of glue, solvents, spray packs, paints, varnishes and
demolition and at all times when the building operates as a of Practice: Managing Electrical Risks at the Workplace, AS/NZ
Rupture of services during excavation or other activity creates a some cleaning materials and disinfectants have dangerous
workplace. 3012 and all licensing requirements.
variety of risks including release of hazardous material. Existing emissions. Areas where these are used should be kept well
Building owners and occupiers should monitor the pedestrian All work using Plant should be carried out in accordance with
services are located on or around this site. Where known, these are ventilated while the material is being used and for a period after
access ways and in particular access to areas where maintenance Code of Practice: Managing Risks of Plant at the Workplace.
identified on the plans but the exact location and extent of installation. Personal Protective Equipment may also be required.
is routinely carried out to ensure that surfaces have not moved or All work should be carried out in accordance with Code of
services may vary from that indicated. Services should be located The manufacturer’s recommendations for use must be carefully
cracked so that they become uneven and present a trip hazard. Practice: Managing Noise and Preventing Hearing Loss at Work.
using an appropriate service (such as Dial Before You Dig), considered at all times.
Spills, loose material, stray objects or any other matter that may Due to the history of serious incidents it is recommended that
appropriate excavation practice should be used and, where
cause a slip or trip hazard should be cleaned or removed from SYNTHETIC MINERAL FIBRE particular care be exercised when undertaking work involving steel
necessary, specialist contractors should be used.
access ways. Fibreglass, rockwool, ceramic and other material used for thermal or construction and concrete placement. All the above applies.
Locations with underground power:
Contractors should be required to maintain a tidy work site during sound insulation may contain synthetic mineral fibre which may be
Underground power lines MAY be located in or around this site. All
construction, maintenance or demolition to reduce the risk of trips harmful if inhaled or if it comes in contact with the skin, eyes or other
underground power lines must be disconnected or carefully
and falls in the workplace. Materials for construction or sensitive parts or the body. Personal Protective Equipment including
located and adequate warning signs used prior to any
maintenance should be stored in designated areas away from protection against inhalation of harmful material should be used when
construction, maintenance or demolition commencing.
access ways and work areas. installing, removing or working near bulk insulation material.
Locations with overhead power lines:
Overhead power lines MAY be near or on this site. These pose a risk TIMBER FLOORS
of electrocution if struck or approached by lifting devices or other This building may contain timber floors which have an applied finish.
plant and persons working above ground level. Where there is a Areas where finishes are applied should be kept well ventilated during
danger of this occurring, power lines should be, where practical, sanding and application and for a period after installation. Personal
disconnected or relocated. Where this is not practical adequate Protective Equipment may also be required. The manufacturer’s
warning in the form of bright coloured tape or signage should be recommendations for use must be carefully considered at all times.
used or a protective barrier provided.
THESE NOTES MUST BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT.
THIS INCLUDES (but is not excluded to): OWNER, BUILDER, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTAINERS, DEMOLISHERS.
THE ONSITE BUILDERS WORKPLACE HEALTH & SAFETY MANAGEMENT PLAN SPECIFIC TO THIS SITE OVERRIDES THESE NOTES
Client: Peter & Karyn Cook Address: 70 Blanckensee Rd Black Mountain Noosa Shire Council Mobile: 0407 693 018 Date 30/05/2023 2:30:12 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. 10 of 10
Used in these records
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