NOTES: 1. RETAINING WALL HEIGHT 1200mm RETAINING WALL HEIGHT 1200mm MAXIMUM. 2. MASS CONCERT FOOTING DEPTH MASS CONCERT FOOTING DEPTH 1000mm MINIMUM 3. UPRIGHTS 100UC14.8 @ 1000mm C/C UPRIGHTS 100UC14.8 @ 1000mm C/C 4. 240X63 HySPAN MAY BE 240X63 HySPAN MAY BE SUBSTITUTED BY H3 TREATED PINE MINIMUM THICKNESS 75mm
X X X X
X X X X
X X XX
X X X
X X X
X X X
X X X
XXX
XX
XX
XX
XX
XX
XX
XX
X X XX
DA
KA
RA
C
LO
SE
TARCOOLA AVENUE
SECTION X - X
NTS
WAFFLE SLAB DETAIL - SCALE 1: 100
WB CIVIL STRUCTURAL
ENGINEERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: priyan@wbcse.com.au
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
STRUCTURAL DESIGN
D/S DWELLING
PROJECT ADDRESS:
1 DAKARA CLOSE,
MEADOW HEIGHTS VIC 3048
CLIENT:
PROFILE HOMES
SAM TOBOLOV
REGISTERED ENGINEER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO: Rev A
SCALE: AS SHOWN
DATE: 26/04/2019
JOB NO: PH/MH/D/1719/1
7/20
CLASSIFICATION 'P' - REPORT NO: 04380
SOIL TEST MELBOURNE - 25/09/1718
NOTE:
1. IT IS BUILDER'S RESPONSIBILITY, TO DRAIN SURFACE & ROOF
STORMWATER AWAY FROM FOUNDATION DURING & AFTER BUILDING.
2. WHERE CUT& FILL IS INVOLVED, FILL MUST BE COMPACTED WELL.
3. PODS PLACEMENT SHOWN IS INDICATIVE ONLY.
WAFFLE SLAB SCHEDULE
Overall Slab Depth - 400mm
Void form height - 300mm
Slab thickness - 100mm
Internal rib width - 110mm
Internal beams @ step-down width - min. 300mm
External beam width - 300mm
Stem width min. - 150mm
Pod size - 1090mmx1090mmx300mm
X
- Denotes standard pods
>>Vapour barrier 0.20mm th. in accordance with
BCA to be lapped 200mm min. and
taped at lap-joints, to be laid on a 50mm
quarry product.
CONCRETE
Concrete strength to be 25MPa at
28 days with a slump of 100mm at pouring. Min. cover to
reinforcement to be 30mm
REINFORCEMENT
TOP
Slab mesh - SL82
Internal beam/rib 1-N12 (tied to mesh)
External beam 1-N12 (tied to mesh)
BOTTOM
Internal rib - 1-N12
External beam - 3-N12
Note: 3-N12 or 3L11TM200 acceptable
MINIMUM LAP LENGTHS
3-L12TM: 500mm
SL 92/82 Mesh: 250mm
N16 bars: 600MM
BEAM CORNERS & AT 'T's
LAPS TO BE FULL WIDTH
OF BEAM
MASS CONCRETE BORED PIERS
450mm dia. 20MPa concrete.
Founding depth 1200mm from ground level. All Piers
to be poured at once before the slab is poured. Finish
slab levels as per Architectural Plans. It is builders
responsibility to pour piers and finish at appropriate top
level to suit finish slab levels.
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3-12TM (top)- min. 2000mm long centrally located(typ.)
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2m EASEMENT
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2m EASEMENT
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225 S/W PIPE
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RETAINING WALLS LOCATION & TOP LEVEL AS PER CIVIL DESIGN BY JDS
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2m EASEMENT
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REAR FENCE
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S/W 225 PIPE850 TO 112Omm DEEP & 1000 OFFSET TO REAR BOUNDARY
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CRITICAL DEPTH LINE CLEARLY MISSING EXISTING S/W PIPE
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WAFFLE SLAB AND PIER (INDICATIVE)
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FFL TO ARCHITECTURAL PLANS
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X
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X
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RETAINING WALL - REFER SHEET 6/20 MAX DESIGN HEIGHT = 1200mm MIN DESIGN HEIGHT = 450mm..
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RETAINING WALL - REFER SHEET 6/20 MAX FOOTING DEPTH = 1000mm MIN FOOTING DEPTH =500mm.
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CRITICAL DEPTH LINE CLEARLY MISSING PROPOSED RETAINING WALL FOOTING
B1
B3
B2
B4
B5
1L2
1L21L2
B7
B10
GL1
FJ1
FJ1
FJ1
FJ1
FJ1
TC1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
B8
1F
RL1
RL2 RL2
RL2
1L1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
D
S
1
1L2
D
S
1
2 x FJ1
LAMINATE AS PER AS 1684.2
D
S
1
B6
B9
WB CIVIL STRUCTURAL
ENGINEERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: priyan@wbcse.com.au
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
STRUCTURAL DESIGN
D/S DWELLING
PROJECT ADDRESS:
1 DAKARA CLOSE,
MEADOW HEIGHTS VIC 3048
CLIENT:
PROFILE HOMES
SAM TOBOLOV
REGISTERED ENGINEER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO: Rev A
SCALE: AS SHOWN
DATE: 26/04/2019
JOB NO: PH/MH/D/1719/1
8/20
UPPER/FIRST FLOOR FRAMING PLAN - NTS
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UPPER/FIRST FLOOR & LOWER ROOF MEMBER SCHEDULE
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MARK
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SECTION
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REMARKS
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B1
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2/300X63 hySPAN
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LAMINATE AS PER AS1684.2
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OR
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180 UB16.1
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G300
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B2
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2/300X63 hySPAN
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LAMINATE AS PER AS1684.2
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OR
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180 UB16.1
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G300
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B3
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240X45 F17 KDHW
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B4
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2/300X63 hySPAN
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LAMINATE AS PER AS1684.2
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OR
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180 UB16.1
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G300
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B5
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240X45 MGP 12
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OR
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190X45 F17 KDHW
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B6
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240X45 MGP 12
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OR
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190X45 F17 KDHW
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B7
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2/240X45 F17 KDHW
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LAMINATE AS PER AS1684.2
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B8
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2/240X45 MGP 12
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CANTILEVER = 775mm MAX. LAMINATE AS PER AS 1684.2
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OR
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2/190X45 F17 KDHW
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CANTILEVER = 775mm MAX. LAMINATE AS PER AS 1684.2
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B9
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240X45 MGP 12
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OR
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190X45 F17 KDHW
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B10
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240X45 MGP 12
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OR
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190X45 F17 KDHW
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GL1
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VER 250X12 HOR 200X10
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GARAGE STEEL INV. "T" (G300)
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RL1
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2/240X45 F17 KDHW OR 2/240X45 HYSPAN
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RL2
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190X45 F17 KDHW OR 190X45 HYSPAN
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AS PER AS1684 SPAN TABLES
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1L1
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140X45 MGP 12
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AS PER AS1684 SPAN TABLES
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1L2
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120X45 MGP 12
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AS PER AS1684 SPAN TABLES
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DS1 OR DS1(U)
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90X45 MGP 10 - LINTELS
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1 - BEARING STUD & 1 - JAMB STUD
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DS1 OR DS1(U)
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90X45 MGP 10 - BEAM
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2 - BEARING STUD
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TC1
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150mmX150mm
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TREATED PINE POST (SIZE AS PER ARCHITECTURAL PLAN)
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FJ1
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FLOOR JOISTS - 240X45 MGP 12 0R F17 KDHW
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@450 CRS MAX.
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NOTES:
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1. RL MEANS TIMBER ROOF LINTEL & 1L - MEANS TIMBER LINTEL IN UPPER/FIRST FLOOR
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2. DS1(U) & TS1(U) MEANS STUDS UNDER
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3. B1, B2 etc. MEANS FLOOR BEAMS
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4. FJ1 - MEANS FLOOR JOISTS AS SPECIFIED OR BY APPROVED MANUFACTURER
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5. BUILDER MAY SUBSTITUTE EQUIVALENT TIMBER OR STEEL SECTIONS/GRADES
RL1
RL1
RL1
RL2
RL2
RL3
RL2
WB CIVIL STRUCTURAL
ENGINEERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: priyan@wbcse.com.au
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
STRUCTURAL DESIGN
D/S DWELLING
PROJECT ADDRESS:
1 DAKARA CLOSE,
MEADOW HEIGHTS VIC 3048
CLIENT:
PROFILE HOMES
SAM TOBOLOV
REGISTERED ENGINEER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO: Rev A
SCALE: AS SHOWN
DATE: 26/04/2019
JOB NO: PH/MH/D/1719/1
9/20
ROOF FRAMING PLAN - NTS
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ROOF MEMBER SCHEDULE
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MARK
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SECTION
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REMARKS
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RL1
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140X45 F7 KD PINE
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AS PER AS 1684 SPAN TABLES
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RL2
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190X45 F17 KDHW
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AS PER AS 1684 SPAN TABLES
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RL3
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240X45 F17 KDHW
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AS PER AS 1684 SPAN TABLES
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NOTES:
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1. RL MEANS TIMBER ROOF LINTEL & 1L - MEANS TIMBER LINTEL IN UPPER/FIRST FLOOR
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2. DS1(U) & TS1(U) MEANS STUDS UNDER
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3. B1, B2 etc. MEANS FLOOR BEAMS
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4. BUILDER MAY SUBSTITUTE EQUIVALENT TIMBER OR STEEL SECTIONS/GRADES
WB CIVIL STRUCTURAL
ENGINEERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: priyan@wbcse.com.au
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
STRUCTURAL DESIGN
D/S DWELLING
PROJECT ADDRESS:
1 DAKARA CLOSE,
MEADOW HEIGHTS VIC 3048
CLIENT:
PROFILE HOMES
SAM TOBOLOV
REGISTERED ENGINEER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO: Rev A
SCALE: AS SHOWN
DATE: 26/04/2019
JOB NO: PH/MH/D/1719/1
10/20
TIMBER FRAME TIE DOWN DETAIL - NTS
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TIMBER ROOF LINTEL TIE DOWN SCHEDULE (TILE ROOF)
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2/75*3.05 NAILS
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N1 & N2
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WIND CLASSIFICATION (NON-CYCLONIC AREAS)
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N3
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N4
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G.I.S. * 1 TOP & BOTTOM 4/2.8 NAILS EACH END + M10 BOLT TO SLAB OR G.I.S. TO FLOOR FRAME
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G.I.S. * 2 TOP & BOTTOM 4/2.8 NAILS EACH END + M10 BOLT TO SLAB OR FLOOR FRAME
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2/75*3.05 NAILS
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2/75*3.05 NAILS
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2/75*3.05 NAILS
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2/75*3.05 NAILS
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G.I.S. * 1 TOP & BOTTOM 6/2.8 NAILS EACH END + M10 BOLT TO SLAB OR G.I.S. TO FLOOR FRAME
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G.I.S. * 2 TOP & BOTTOM 6/2.8 NAILS EACH END + M12 BOLT TO SLAB OR FLOOR FRAME
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G.I.S. * 2 TOP & BOTTOM 4/2.8 NAILS EACH END + M10 BOLT TO SLAB OR FLOOR FRAME
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M12 BOLT/ROD THROUGH PLATE & LINTEL (EACH END) TO SLAB OR FLOOR FRAME
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G.I.S. * 2 TOP & BOTTOM 4/2.8 NAILS EACH END + M10 BOLT TO SLAB OR FLOOR FRAME
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G.I.S. * 2 TOP & BOTTOM 6/2.8 NAILS EACH END + M12 BOLT TO SLAB OR FLOOR FRAME
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M12 BOLT/ROD THROUGH PLATE & LINTEL (EACH END) TO SLAB OR FLOOR FRAME
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M16 BOLT/ROD THROUGH PLATE & LINTEL (EACH END) TO SLAB OR FLOOR FRAME
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LINTEL SPAN
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0 - 1200
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1201 - 1800
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1801 - 2400
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2401 - 3000
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3001 - 3600
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FRAMING TIE DOWN SCHEDULE (TILE ROOF)
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CONNECTION
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75 MASONRY NAILS (HAND DRIVEN AT SLAB EDGE), SCREW OR BOLT AT 1.2m MAX. CRS.
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2/75*3.05 NAILS (UP TO 38STUD) OR 2/90*3.05 NAILS(38-50 STUD) 600 MAX. CRS.
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2/75*3.05 NAILS (UP TO 38STUD) OR 2/90*3.05 NAILS(38-50 STUD)
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G.I.S. 2/2.8 NAILS EACH ENDOR FRAMING ANCHOR * 1 WITH 4/2.8 NAILS EACH LEG
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G.I.S. 3/2.8 NAILS EACH ENDOR FRAMING ANCHOR * 2 WITH 4/2.8 NAILS EACH LEG
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75 MASONRY NAILS 0.3m MAX. CRS. OR M10 CAST IN BOLT (180 MIN. EMBEDMENT) 1.2m MAX. CRS.
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M10 CAST IN BOLTS WITH 180 MIN. EMBEDMENT 1.2m MAX. CRS.
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2/NO. 14 TYPE 17 SCREWS 900 MAX. CRS. (40 MIN. EMBEDMENT INTO JOIST)
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2/NO. 14 TYPE 17 SCREWS 900 MAX. CRS. (40 MIN. EMBEDMENT INTO JOIST)
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STUDS TO BOTTOM/TOP PLATES
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BOTTOM PLATES TO SLAB
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BOTTOM PLATES TO FLOOR FRAME
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SINGLE / UPPER STOREY
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1. EQUIVALENT FIXING IS PERMISSIBLE TO BE ADOPTED IN LIEU OF ABOVE SPECIFICATION AND IT MUST BE IN EQUIVALENT FIXING IS PERMISSIBLE TO BE ADOPTED IN LIEU OF ABOVE SPECIFICATION AND IT MUST BE IN ACCORDANCE WITH AS1684.2-2010 2. REFER TO TRUSS MANUFACTURER FOR TIE-DOWN FIXING ON ROOF BATTENS AND RAFTERS/TRUSSES REFER TO TRUSS MANUFACTURER FOR TIE-DOWN FIXING ON ROOF BATTENS AND RAFTERS/TRUSSES 3. TIMBER MEMBERS ASSUMED TO BE JD4 GROUP OR STRONGER TIMBER MEMBERS ASSUMED TO BE JD4 GROUP OR STRONGER 4. HOUSE ASSUMED TO HAVE A MAXIMUM WIDTH OF 12m HOUSE ASSUMED TO HAVE A MAXIMUM WIDTH OF 12m 5. STUDS ASSUMED TO BE AT 450 MAX. CRS. STUDS ASSUMED TO BE AT 450 MAX. CRS. 6. THE TOP PLATE SHALL BE FIXED OR TIED TO THE LINTEL WITHIN 100mm OF EACH RAFTER/TRUSS, OR THE THE TOP PLATE SHALL BE FIXED OR TIED TO THE LINTEL WITHIN 100mm OF EACH RAFTER/TRUSS, OR THE RAFTER/TRUSS FIXED DIRECTLY TO THE LINTEL WITH A FIXING OF EQUIVALENT TIE-DOWN STRENGTH TO THAT REQUIRED FOR THE RAFTER/TRUSS 7. G.I.S. MEANS 30 * 0.8 GALVANISED IRON STRAPG.I.S. MEANS 30 * 0.8 GALVANISED IRON STRAP
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N1 & N2
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WIND CLASSIFICATION (NON-CYCLONIC AREAS)
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N3
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N4
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TIMBER ROOF LINTEL/BEAM
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TYPICAL TIMBER BEAM/LINTEL TIE DOWN DETAIL
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100mm
AutoCAD SHX Text
100mm
AutoCAD SHX Text
100mm
WB CIVIL STRUCTURAL
ENGINEERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: priyan@wbcse.com.au
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
STRUCTURAL DESIGN
D/S DWELLING
PROJECT ADDRESS:
1 DAKARA CLOSE,
MEADOW HEIGHTS VIC 3048
CLIENT:
PROFILE HOMES
SAM TOBOLOV
REGISTERED ENGINEER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO: Rev A
SCALE: AS SHOWN
DATE: 26/04/2019
JOB NO: PH/MH/D/1719/1
11/20
TIMBER FRAME SIZING TABLE
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%%UTIMBER FRAMING MEMBERS (U.N.O)
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%%USTUDS:
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DOUBLE STUDS: 2-90 x 45 MGP10 STUDS U.N.O.
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FIX END STUD WALL TO MASONRY WALLS WITH
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M10 DYNABOLT AT TOP, BOTTOM AND 1200 MAX. CRS. TYPICAL
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%%UWALL PLATES:
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UPPER STOREY:
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TOP PLATE - 1 X 45 x 90 MGP10 NOT TRENCHED
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BTM PLATE - 45 x 90 MGP10 NOT TRENCHED
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LOWER STOREY: TOP PLATE - 45 x 90 MGP10 NOT TRENCHED
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BTM PLATE - 45 x 90 MGP10 NOT TRENCHED
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FIXED TO SLAB WITH 75mm MASONRY NAILS AT 600mm MAX. CRS .
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%%USTUDS AT SIDE OPENINGS:
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OPENING WIDTH STUDS:
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UP TO 1200MM 1-90 x 35 MGP10
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1200MM TO 1800MM 2-90 x 45 MGP10
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1800MM TO 2400MM 2-90 x 45 MGP10
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%%UWALL BRACING:
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BRACING OF ALL STUD WALLS TO BE IN ACCORDANCE WITH THE RESIDENTIAL TIMBER
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FRAMING CONSTRUCTION AS 1684.2-2010. U.N.O.
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%%UFIXING REQUIREMENTS:
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GENERAL: REFER TO AS1684.2-2010 RESIDENTIAL TIMBER FRAMING
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CONSTRUCTION MANUAL TYPICAL FIXING REQUIREMENTS.
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%%UMINIMUM JOINT REQUIREMENTS FOR SHEET ROOF STRUCTURES:
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JOINT OR MEMBER: MINIMUM FIXING DETAILS:
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RAFTERS & PURLINS METAL STRAPS, APPROVED FRAMING ANCHORS OR EQUIVALENT
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SHALL BE USED TO TIE RAFTERS TO TOP WALL PLATES AND
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TOP WALL PLATES TO STUDS (OR RAFTERS DIRECTY TO STUDS)
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WITH A MINIMUM OF 300MM x 3.15MM DIAMETER NAILS OR
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CLOUTS INTO THE SIDE GRAIN ON EACH MEMBER. MAXIMUM SPACINGS
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OF FASTENINGS SHALL BE 1800MM OR THREE STUD SPACINGS,
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WHICHEVER IS THE LESSER.
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LARGE SPAN ROOF AS FOR RAFTERS & PURLINS SPACINGS OF FASTNINGS SHALL
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MEMBER (SUCH AS NOT EXCEED THE SPACING OF THE ROOF MEMBERS.
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TRUSSES OR ROOF
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BEAMS OF SPAN
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6000MM OR GREATER).
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%%UFIXING FOR STRUCTURES IN AREAS SUBJECT TO RELATIVELY HIGH WINDS:
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GENERAL: REFER TO AS1684.2 -2010 RESIDENTIAL TIMBER FRAMING CONSTRUCTION MANUAL
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ADDITIONAL FIXING REQUIREMENTS.
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NOTE: EQUIVALENT TIMBER GRADE CAN BE USED TO EQUIVALENT TIMBER GRADE CAN BE USED TO REPLACE TIMBER GRADES SPECIFIED
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PROVIDE DOUBLE TOP PLATES IF SUPPORTING METAL ROOF TRUSS
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90X35 MGP10 AT 450 MAX CRS 1ST FLOOR (MAX. HEIGHT 2700mm) 90 x 35 MGP10 AT 450 MAX. CRS. (MAX. GROUND FLOOR HEIGHT 2700mm) 90 x 45 MGP10 AT 450 MAX. CRS. (HEIGHT 2700-3000mm) 90 x 45 MGP12 AT 450 MAX. CRS. (HEIGHT 3000-3600mm) (NOGGINGS AT MIDHEIGHT) 2-90 x 45 MGP12 AT 450 MAX. CRS. (HEIGHT 3600-4200mm) (NO NOTCHING OF STUDS) (NOGGINGS AT 1/3 HEIGHT)
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REFER BRACING PLAN FOR FIXING REQUIREMENTS
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(FOLLOW TABLE 9.4 AS 1684.2)
WB CIVIL STRUCTURAL
ENGINEERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: priyan@wbcse.com.au
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
STRUCTURAL DESIGN
D/S DWELLING
PROJECT ADDRESS:
1 DAKARA CLOSE,
MEADOW HEIGHTS VIC 3048
CLIENT:
PROFILE HOMES
SAM TOBOLOV
REGISTERED ENGINEER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO: Rev A
SCALE: AS SHOWN
DATE: 26/04/2019
JOB NO: PH/MH/D/1719/1
12/20
BRACING PLAN GROUND & UPPER STOREYS - NTS
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METAL BRACING
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PLYWOOD BRACING
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GROUND STOREY
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UPPER STOREY
65
VOID FORM
100min TYP.
BRACING WALL PLATE TO CONCRETESLAB FIXING DETAIL (END FIXING)
PANEL WIDTHMIN. 900mm
80 MAX CRS.
150 MAX CRS.
80 MAX CRS.
80mm
EMBE
DMEN
T
80 MAX CRS.
300 M
AXCR
S150 MAX CRS.
100 minTYP
MIN. 900mm
80mm
EMBE
DMEN
T
PLYWOOD BRACING SYSTEM - PW(BRACING CAPACITY - 3.4kN/m)
NOTE:PLYWOOD SHALL BE NAILED TO FRAMEUSING 30X2.8Ø GALV. FLAT HEAD NAILS @CRS INDICATED ON FIGURE.
MINIMUM PLYWOOD THICKNESS (mm)
STRESS GRADE STUD SPACING
450 600F8 7 7F11 4.5 4.5F14 4 4F27 3 3
WB CIVIL STRUCTURAL
ENGINEERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: priyan@wbcse.com.au
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
STRUCTURAL DESIGN
D/S DWELLING
PROJECT ADDRESS:
1 DAKARA CLOSE,
MEADOW HEIGHTS VIC 3048
CLIENT:
PROFILE HOMES
SAM TOBOLOV
REGISTERED ENGINEER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO: Rev A
SCALE: AS SHOWN
DATE: 26/04/2019
JOB NO: PH/MH/D/1719/1
13/20
WALL BRACING TYPES - TYPICAL 1 - NTS
FIX BOTTOM PLATE TO FLOORFRAME OR SLAB WITH NOMINALFIXING ONLY (SEE AS1684.2TABLE 9.4)
60° TO30°
BRACES WALL SECTION1800 TO 2700
1200 MA.
DOUBLE DIAGONAL METAL TENSION STRAPS(BRACING CAPACITY - 1.5kN/m
DENOTED AS M ON PLAN
BOTTOM WALL PLATE TOCONCRETE SLAB FIXING DETAIL
DETAIL A - A
FIX ONE 75mm MASONRY NAIL(HAND-DRIVEN AT SLAB EDGE) TOTHE BOTTOM PLATE, MAXIMUMSPACE 1200mm CRS. (EACH CORNEROF PANEL WIDTH LESS THAN 1200mm)
BOTTOM WALL PLATE TOCONCRETE SLAB FIXING DETAIL
DETAIL A - A
FLOOR JOISTBOTTOMPLATE
PLATES UP TO 38mm THICK- 2/75 x 3.05mm NAILS @MAX. 600 CTS ORPLATES 38mm TO 50mm THICK- 2/90 x 3.05mm NAILS @MAX. 600 CTS
FLOOR LEVEL
TENSIONED GALVANISED METAL STRAPSWITH MINIMUM THICKNESS OF 0.8mm AND MINIMUM NETSETCTION OF 15.2mm2.FIXED TO STUDS WITH 1/30x2.8Ø GALVANISEDFLAT PLATES WITH 3/30 x 2.8Ø GALVANISEDFLAT-HEAD NAILS (OR EQUIVALENT)(BEND STRAPS OVERWALL PLATES AND NAIL.)
OR
DIAGONAL METAL ANGLE BRACES(BRACING CAPACITY - 1.5kN/m)
DENOTED AS M ON PLAN
BRACED WALL SECTION1800 TO 2700
1200 MAX.
A-
30 x 0.8 GALV. STRAP3-30 x 2.8 Ø NAILS TOEACH END OF STUD.(TYPICAL)
30 x 0.8 GALV. STRAP3-30 x 2.8 Ø NAILS TOEACH END OF STUD.(TYPICAL)
NO END SPLIT ALLOWEDDRILL IF NECESSARY.
GALVANISED METAL ANGLE BRACE - (20 x 18 x 1.2mm)2-30 x 2.8 Ø NAILS TO EACH STUD AND PLATES
GALVANISEDMETAL ANGLE(20 x 18 x 1.2) BRACE
NOTE:THE MAXIMUM DEPTH OF ANOTCH OR SAW-CUT SHALLNOT EXCEED 20mmSAW-CUT STUDS SHALLBE DESIGNED AS NOTCHED.