Rev. Remarks/comments Date Aprv.
AREVISED PIERS & FOUNDING DEPTH 22/04/2016 PW
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL ENGINEERS
ABN: 84119322438
PRIYAN WIJEYERATNE, EC 19060
9 NUMERING COURT,
MELTON 3337
MOBILE: 0401023328
EMAIL: [email protected]
PROJECT: SLAB RE-DESIGN (WAFFLE), FRAMING
& RETAINING WALLS DESIGN
ADDRESS: 8, MARINGA STREET, BULLEEN VIC 3105
DIMENSIONS
SETTING-OUT OF ANY ELEMENT MUST BE DONE AS PER ARCHITECTURAL PLANS. DIMENSIONS
PROVIDED ON THESE PLANS MUST ALWAYS BE CHECKED AGAINST ARCHITECTURAL PLANS.
STRUCTURAL ENGINEER (MOBILE: 0401023328) MUST BE KEPT INFORMED IMMEDIATELY OF ANY
DISCREPANCY AND CLARIFICATION SOUGHT BEFORE SETTING-OUT AND CONCRETING IS ORGANISED.
DISCLAIMER
CIVIL/STRUCTURAL DESIGN ENGINEER WB CIVIL STRUCTURAL ENGINEERS
MUST NOT BE HELD RESPONSIBLE FOR ANY CLAIM ARISING DUE TO MISTAKES,
OMISSIONS AND SUBSTANDARD WORKMANSHIP BY BUILDER OR ITS SUB
CONTRACTORS AND SUPPLIERS
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
1/19
BREVISED WAFFLE SLAB NO PIERS 28/04/2016 PW
C
REVISED AS PER EMAIL DATED
09/05/2016 FROM VIC PERMITS B/S
09/05/2016 PW
D
REVISED R/W TABLE
13/05/2016 PW
Structurl drawings must be read in conjunction with all architectural and associated drawings
STANDARDS, MATERIALS, AND WORKMANSHIP REQUIREMENTS
THESE NOTES TO BE FOLLOWED UNLESS NOTED OTHERWISE BY THE ENGINEER
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
2/19
Slope away from
footing
Foundation (Typ.)
Slope away from
footing
Slope away from
footing
Slope away from
footing
Drain
2
t
o
1
S
l
o
p
e
FlowFlow
SITES WITH FALL UP TO 1 : 18
TYPICAL SECTION
TYPICAL PLAN
SITES WITH SLIGHT OR NO FALL
Cut
Fil
TYPICAL SECTION
Cut
Fill
Slope away from footing
2
t
o
1
S
l
o
p
eFill
Slope away from footing
Cut
Drain
Drain
SITES WITH FALL GREATER THAN 1 : 18
TYPICAL SECTION
TYPICAL PLAN
TYPICAL STORMWATER DRAINAGE
Structurl drawings must be read in conjunction with all architectural and associated drawings
SITE DRAINAGE REQUIREMENTS
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
3/19
30 0R 45
Se
rvice
E
xca
va
tio
n
Foundation (Typical)
Footing depth to be increased to
be below critical depth line
All excavation depths to be above
critical depth line
30 deg. for Sand / 45
deg. for Clay
Natural ground
level
SERVICE TRENCH EXCAVATION
ADJACENT TO FOUNDATIONS NTS
100mm
min.
1000mm
Structurl drawings must be read in conjunction with all architectural and associated drawings
SLAB, BEAM & OTHER CONSTRUCTION REQUIREMENTS
THESE NOTES TO BE FOLLOWED UNLESS NOTED OTHERWISE BY THE ENGINEER
STEEL & TIMBER BEAMS/LINTELS
· Steel/Timber beams/Lintels to be supported a minimum of
100mm UNO.
· Steel beams/Lintels to be protected from corrosion as per
Note S9 on sheet 2/6 of this set of plans.
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
4/19
MESH REINFORCEMENT
REO BAR TIED
TO MESH
REO BAR
CUT BAR TO FORM A VOID OF
MINIMUM RIB WIDTH (100mm
TYP.) AT PIPE. OVERLAP A BAR
500mm EACH SIDE
500mm
GRADE GROUND DOWN
SUB-GRADE TO 1 IN 20 SLOPE
AWAY FROM FOUNDATION A
MINIMUM 1000mm AROUND
PERIMETER
GRADE 20 MPa
MASS CONCRETE
PIER, SIZED AND
FOUNDED AS
SPECIFIED ON
SHEET 6/6
WEEPHOLES @ 1.2m c/c
INCLUDE FLASHINGS AS
STANDARD
SEMI-PERMEABLE
ORDINARY FILL
0.20mm POLYTHENE
MEMBRANE
CLAY
SUBGRADE
REO BAR
REO BARS TIED TO MESH
450
mm
150mm
min
.
500mm
165
mm
150
300mm
POD (TYP)
50-mm QUARRY
PRODUCT
50-mm QUARRY
PRODUCT
225
min.
Slab th. 150mmTYP
.
TYPICAL POD SIZE
1090mmx1090mmx
300mm DEEP
REO BARS
TRENCH MESH/REO
BARS (TYP.)
REO BARS (TYP.)
= =
50-mm QUARRY
PRODUCT
Structurl drawings must be read in conjunction with all architectural and associated drawings
BORED PIER
TYPICAL DETAIL NTS
SERVICE PENETRATION
IN RIB PLAN VIEW NTS
EDGE BEAM NTS
INTERNAL RIB NTS
TYPICAL WAFFLE SLAB BEAM DETAILS
STEP DOWN NTS
NOTE 1
ENSURE A LEVELED WORKING GROUND SURFACE/FILING MATERIAL IS WELL COMPACTED PROPOR TO PLACEMENT OF
WAFFLE PODS. ANY FILL PLACED DUE TO CUT/FILL OPERATIONS SHALL BE COMPACTED AS "CONTROLLED FILL" IN
ACCORDANCE WITH AS 2870-2011 6.4.2.(a). COMPACTION DENSITY TO BE VERIFIED. DEPTH OF FILL NOT TO EXCEED 300MM.
NOTE 2
SUITABLE QUARRY PRODUCTS INCLUDE WELL GRADED QUARRY SAND OR RUBBLE HAVING A MZ
E AXIMUM PARTICLE SIZE OF 20MM.
NOTE 3
EXTERNAL / INTERNAL RIBS WIDER THAN 300MM SHALL BE REINFORCED WITH AN ADDITIONAL N16 BAR TOP & BOTTOM FOR
EVERY ADDITIONAL 110MM I WIDTH (TYP.).
NOTE 4
MASS CONCRETE PIERS TO UNDERSIDE OF SLAB/EDGE BEAMS, NOT SHOWN FOR CLARITY. REINFORCEMENT SHOWN ARE
ONLY TYPICAL, REFER TO SHEET NO: 6 / 6 FOR REINFORCEMENT DETAIL
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
5/19
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXX
XXXXXX
XXXXXXX
XXXXXXX
XXXXXXXXX
XXXXXXXXX
X
X
2/ 475mmX475mmX400mm(D)
2 PAD FOOTINGS FOR POSTS
Structurl drawings must be read in conjunction with all architectural and associated drawings
TYPICAL WAFFLE SLAB DETAIL - UNIT 1
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
6/19
WAFFLE SLAB SCHEDULE
Overall Slab Depth - 400mm
Void form height - 300mm
Slab thickness - 100mm
Internal beam/rib width - 110mm
External/edge beam/rib width - 300mm
Stem width min. - 150mm
X
- Indicates 1090mmx1090mm Pods
>>Vapour barrier in accordance with
BCA to be lapped 200mm min. and
taped at lap-joints, to be laid on a 50mm
quarry product.
>>Concrete strength to be 20MPa at
28 days with a slump of 100mm at pouring.
REINFORCEMENT
TOP
Slab mesh - SL92 UNO
Internal beam/rib 1-N16 UNO
External beam/rib 2-N16 UNO
BOTTOM
Internal beam/rib - 1-N16 UNO
External beam/rib - 3-N16 UNO
NOTE: 3-N16 or 2/3L12TM200 ACCEPTABLE
Minimum lap lengths
3-L12TM: 500mm
SL 92/82 Mesh: 250mm
N16 bars: 600MM
SOIL REPORT - ABH SOIL TESTING & SURVEYING - CLASSIFICATION 'P'
REPORT NO: 5187
NOTE: IT IS BUILDER'S RESPONSIBILITY, TO DRAIN
SURFACE & ROOF STORMWATER AWAY FROM
FOUNDATION DURING & AFTER BUILDING
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X X X X X X X XX
X X X X X X X XX
X X X X X X X XX
X X X X X X X XX
X X X X X
X X X X X X XX
XX
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
2/ 475mmX475mmX400mm(D)
2 PAD FOOTINGS FOR POSTS
Structurl drawings must be read in conjunction with all architectural and associated drawings
TYPICAL WAFFLE SLAB DETAIL - UNIT 2
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
NOTE: IT IS BUILDER'S RESPONSIBILITY, TO DRAIN
SURFACE & ROOF STORMWATER AWAY FROM
FOUNDATION DURING & AFTER BUILDING
7/19
SOIL REPORT - ABH SOIL TESTING & SURVEYING - CLASSIFICATION 'P'
REPORT NO: 5187
WAFFLE SLAB SCHEDULE
Overall Slab Depth - 400mm
Void form height - 300mm
Slab thickness - 100mm
Internal beam/rib width - 110mm
External/edge beam/rib width - 300mm
Stem width min. - 150mm
X
- Indicates 1090mmx1090mm Pods
>>Vapour barrier in accordance with
BCA to be lapped 200mm min. and
taped at lap-joints, to be laid on a 50mm
quarry product.
>>Concrete strength to be 20MPa at
28 days with a slump of 100mm at pouring.
REINFORCEMENT
TOP
Slab mesh - SL92 UNO
Internal beam/rib 1-N16 UNO
External beam/rib 2-N16 UNO
BOTTOM
Internal beam/rib - 1-N16 UNO
External beam/rib - 3-N16 UNO
NOTE: 3-N16 or 2/3L12TM200 ACCEPTABLE
Minimum lap lengths
3-L12TM: 500mm
SL 92/82 Mesh: 250mm
N16 bars: 600MM
F5 TREATED PINE
SLEEPERS
BACKFILL
FOOTING
GRADE 20MPa CONCRETE
90mmØ AG DRAIN PIPE
WITH SCREENING BACKFILL.
1 in 100 FALL TO LPD
N12 BARS WELDED ON TO
100 UB AT MAXIMUM 300mm C/C
Grade 20 MPa Mass Concrete Footing
FILL
GRANULAR
FILL
UC POSTS @ (TABLE) mm c/c (GALVANISED)
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
8/19
NOTES:
1. BUILDER TO CONSTRUCT RETAINING WALL(S) AS SHOWN WHERE GROUND LEVEL DIFFERENCE IS GREATER THAN 400mm AND
PROPOSED STRUCTURE WALL IS CLOSER THAN 1.2m TO BOUNDARY LINE. ALSO, BUILDER TO SERVE NOTICE TO ADJOINING
PROPERTY OWNERS AS PER VICTORIAN BUILDING REGULATIONS.
SEQUENCE OF R/W CONSTRUCTION (RETAINING PROPERTY BOUNDARY):
1. BORE HOLES FOR STEEL POSTS (MINIMUM 1.0m AWAY FROM BOUNDARY), DOWN TO FOUNDING LEVEL.
2. EXCAVATE DOWN TO FINISH FLOOR LEVEL PLUS 300mm (WITHIN THE PROPERTY SUBJECT PROPERTY).
3. INSTALL STEEL POSTS IN CONCRETE AND LET CONCRETE TO CURE FOR MIN. 3 DAYS.
4. INSTALL SLEEPERS AS PER SPECIFICATIONS
5. EXCAVATE BEHIND THE RETAINING WALL CAREFULLY AND INSTALL AG PIPE, SCREENING, GRANULAR FILL & FILL
6. COMPLETE INSTALLATION BY FIRMLY COMPACTING SOIL BEHIND THE WALL.
7. CLEAN-UP SITE.
NOTE:
BUILDER MAY RE-ASSESS THE EXTENT & HEIGHT OF RETAINING
WALL REQUIRED AND INFORM STRUCTURAL ENGINEER FOR
ANY VARIATION REQUIRED FOR CONFIRMATION.
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
9/19
UNIT 1 - FIRST FLOOR FRAMING PLAN 1 : 100
TIMBER STUD WALLS
BRICKWALLS
LOAD BEARING TIMBER STUD WALLS
UNIT 1 - GROUND STOREY WALL BRACING PLAN 1 : 100
1R
B2
1B1
1B23
1B22 1B22
1B21
1B24
1B2
1FJ1
1B4
1FJ1
1B5
1RB3
1RB4
1FJ1
1RB7
1RB5
1B8
1B13
1B27
1B12
1B
6
1F
J1
1B
10
1F
J1
1F
J1
1B
15
1R
B6
1B
19
1F
J1
1R
B1
1B
25
1B
3
1B8
1B
9
GL1
1B11 1B12
1FJ1
1FJ1
1B
7
1B
16
1R
B18
1B13
1F
J1
1FJ1
ML ML ML
MLMLMLML
ML
WB2
WB2
WB2
WB2
WB2
WB2WB2 WB2 WB2
WB2
1B13
WB2
WB2
WB2
WB1
WB1
WB1
WB1
WB1
WB1
WB1
WB1
TP1TP1
TP1
C1C1C1
C1
C1
C1
C1
C1
C1C1 C1
C1
C1
C1
C1
C1
C1C1 C1
1B14
1B17
C1
C1C1C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1C1C1
1B
20
1B29
1B
26
1B
3
1B29
1B28
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
10/19
ML
ML
ML
ML
ML
TP1 TP1TP1
TP
1
TP1
TP1
UNIT 2 - FIRST FLOOR FRAMING PLAN NTS
UNIT 2 - UPPER STOREY WALL BRACING PLAN NTS
C1
C1
C1
C1C1
C1
2B22 2B22
2B
23
2B
23
2R
B1
2B21
2B1
2B2
2B
3
2B
42B
9
2B6
2B5
2B7
2R
B4
2B8
2B9
2B9
ML
ML
ML
ML
ML
2R
B3
GL1
2B
11
2B17
2B
11
2B16
2B14
2B
25
2RB5
2B
26
2B
20
2B19
LOAD BEARING TIMBER STUD WALLS
C1C1
C1
C1
2FJ1
2FJ1
2FJ1
2FJ1
2F
J1
2B
13
2B
12
C1
2B
15
2B
18
2FJ12FJ1
2FJ1
2FJ1
2F
J1
2F
J1
TIMBER STUD WALLS
BRICKWALLS
2R
B2
2B
31
2B
27
2B28
2B
29
2B10
2B
8
2B30
WB
1W
B1
WB2
WB
1
WB1WB2 WB2
WB2
WB2
WB2
WB1
WB2
WB2WB1WB1
WB1
C1C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
11/19
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
12/19
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
13/19
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
14/19
BRACING DETAIL
STEEL BEAM TO STEEL BEAM
CONNECTION DETAILS
STANDARD STEEL BEAM TO COLUMN DETAILS
FLOOR JOISTS TO STEEL BEAM
CONNECTION DETAIL
FLOOR JOISTS TO STEEL BEAM
CONNECTION DETAIL
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
15/19
GENERAL DETAIL - 1
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
16/19
GENERAL DETAIL - 2
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
17/19
GENERAL DETAIL - 3
TIMBER BEAM
JOISTJOIST
FULLY NAILED PROPRIETARYJOIST HANGERS BRACKET TOMANUFACTURERSSPECIFICATION (TYP.)
FLOOR JOIST TO TIMBER BEAMCONNECTION DETAILSCALE: NTS
3-M12 THRU BOLTSWITH OVERSIZEDWASHERS.
100 x 100 x 6 EAEACH SIDE.
BEAM
3-M12 THRU BOLTSWITH OVERSIZEDWASHERS.
BEAM
AA
TIMBER BEAM TO TIMBERBEAM CONNECTION DETAILSCALE: NTS
BEAM
BEAM60 MIN.
50 MIN.SECTION A-ASCALE : NTS
TIMBER BEAM (C)
TIMBER BEAM (D)PRYDA SPLIT JOIST HANGER (JHHS)OR APPROVED EQUIVILENTPER SIDE 16-No8 x 25 TYPE 17 PANSCREWS TO EACH BEAM (C & D)
240 ORGREATER
TIMBER BEAM (A)
TIMBER BEAM (B)PRYDA JOIST HANGER (JHH)OR APPROVED EQUIVILENTTO SUIT BEAM WIDTH(REFER TABLE BELOW)
200 ORLESS
ALTRNATIVE TIMBER BEAM TO TIMBER BEAM CONNECTIONS(FOR PORCH AND / OR ALFRESCO AREAS ONLY)
BEAM WIDTH (B) BRACKET FIXING
63 JHH65 20-No12 x 35 TYPE 17 HEX HEAD SCREWS TO BEAM (A)16-No12 x 35 TYPE 17 HEX HEAD SCREWS TO BEAM (B)
70 JHH75 20-No12 x 35 TYPE 17 HEX HEAD SCREWS TO BEAM (A)16-No12 x 35 TYPE 17 HEX HEAD SCREWS TO BEAM (B)
90 JHH100 20-No12 x 35 TYPE 17 HEX HEAD SCREWS TO BEAM (A)16-No12 x 35 TYPE 17 HEX HEAD SCREWS TO BEAM (B) BEAM/LINTEL
TO STUB COLUMN DETAIL (IF REQUIRED)SCALE: NTS
SC1
TIMBER TRUSS
PROVIDE 10mm CAP/BTM PLATE,6CFW TO SC1, FIXED TO BEAM &GL1 WITH 2-M12 8.8/s BOLTS.PROVIDE 10 STIFFENER ATSUPPORT POINT.
10mm TOP PLATE6mm CFW TO BEAM
CHAMFER BEAM TO MATCHSLOPE OF ROOF
10 STIFFENER PLATE6 CFW TO STEEL BEAM
NOTE:NO ROOFLOADS ON THETOP BRICK
70 MAX.
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
18/19
GENERAL DETAIL - 4
NOMINAL NAILING
THROUGH TOP
PLATE TO LINTEL AT
EACH END
THAN AT MAX 600 CRS.
PROVIDE
UNIVERSAL
TRIP-L-G-RIPS TO
EACH END OF
LINTEL (TYP)
2-45x90 F17 KD
HW TRIMMERS
PROVIDE
UNIVERSAL
TRIP-L-GRIPS
TO
EACH END OF
WINDOW
TRIMMERS
REFER DETAIL
STUDS REFER TO
PLAN
TIMBER STUD END
CONNECTION
4 No. UNIVERSAL TRIP-L-GRIPS TO
EACH END OF TRIMMER/LEDGE (2 EACH SIDE
OF STUD WALL) TYPICAL
(ONLY ONE SIDE SHOWN FOR CLARITY)
2 NAILS
2-45x90 F17 KD HW LEDGE, LAMINATED
WITH 2.9Ømm MIN.
x75mm MIN. LONG NAILS TOP
& BTM STAGGERED AT 300 CRS
4 NAILS
6 NAILS
MID WINDOW TIMBER STUD
ELEVATION
WINDOW TRIMMER
JACK STUD (TYP) STUDS REFER TO PLAN
LINTEL
WINDOW
Structurl drawings must be read in conjunction with all architectural and associated drawings
WB CIVIL STRUCTURAL
ENGINEERS
ENGINEERS & BUILDERS
ABN: 84119322436
Mobile: 0401023328 / Ph: 03 9746 0089
Email: [email protected]
OFFICE:
NO: 9, NUMERING COURT, MELTON, VIC 3337
PROJECT:
SLAB RE-DESIGN
(WAFFLE)
PROJECT ADDRESS:
8, Maringa Street, Bulleen
VIC 3105
CLIENT:
REGISTERED ENGINEER
REGISTERED BUILDER
VICTORIAN BUILDING AUTHORITY
PRIYAN WIJEYERATNE
EC 19060, D-BU 22220
M.I.E.(AUST)., C.P.ENG.
M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)
SHEET NO:
SCALE: AS SHOWN
DATE: 20/04/2016
JOB NO: AD/2016/BULEEN
ARCHITECTURAL DESIGNS
17 ASSEMBLY DRIVE,
TULLAMARINE VIC
19/19
GENERAL DETAIL - 5