14325 connels house drafting (1)

GENERAL NOTES
1. Do not obtain dimensions by scaling these drawings. Only
principal structural dimensions are shown. All dimensions are
in millimetres. Details are diagrammatic and may not be to
scale.
2. Read these drawings in conjunction with all other contract
documents, the Development Consent and the requirements of
the relevant Building Authorities. Before proceeding with work,
clarify any discrepancies.
3. Provide materials and workmanship in accordance with the
relevant and current Standards Australia Codes (including
Amendments), Building Code of Australia and the
Specification.
4. All demolition work is to be undertaken in accordance with AS
2601.
5. Where proprietary products are specified on drawings
equivalent alternatives may be used subject to approval by the
engineer.
6. All proprietary products are to be supplied, stored, mixed,
applied and cured in accordance with the manufacturer's
specifications.
7. All flashing, membranes, and waterproofing elements shall be
as specified in the architectural documents.
8. All material testing and reporting is to be undertaken by a
laboratory with NATA accreditation appropriate for each test.
9. Protect all workers against WHS risks. If in the opinion of the
Contractor the structural details present unacceptable WHS
risk levels then refer to Engineer for direction.
10. Prior to commencing any works on site contact "Dial Before
You Dig" (Tel. 1100) and/or the appropriate service authorities
to determine the details, locations and depths of all services
on or near the site, and undertake on-site services searches.
11. Abbreviations used are as follows:
12. Maintain the structure in a stable condition during construction.
Do not exceed the design live loads shown or cause any
element to be overstressed. Provide temporary bracing as
required.
13. Design loads are as follows UNO :
14. The superimposed dead loads nominated above do not
include structure self weight or any allowance for the weight of
masonry walls as shown on the Architectural drawings.
15. Building Importance Level ' 2 '
16. Wind Loads are in accordance with AS/NZS 1170.2 as follows:
Regional Wind Speed V500 = 45m/s
Terrain Category '3'
17. Earthquake Design Category to AS 1170.4 : ' I '
OCCUPANCY LIVE LOAD
(kPa)
SUPERIMPOSED
DEAD LOAD
(kPa)
Non-trafficable roofs 0.25 -
Concrete slab roofs 3.00 1.00
Houses- internal 1.50 1.50
Houses- balconies 2.00 2.00
Stairs & Corridors 2.00 1.00
Lawn Area (300 mm soil) 3.00 6.00
Planter Box (600 mm soil) 3.00 12.0
FOUNDATIONS
1. Refer to Schedule of Witness and Hold Points for relevant
items.
2. Footings have been designed for an allowable bearing
pressure of 750 kPa on Rock.
3. Locate footings centrally under columns and walls UNO.
4. Do not exceed a rise of in a run of for the line of slope
between adjacent footings or excavations.
5. Do not excavate below the level of adjacent existing footings
until the engineer has been advised and structural details of
shoring and/or underpinning have been approved.
6. Excavations near footings must not be below the line of
influence :
7. Do not backfill retaining walls (other than cantilever walls)
until floor construction at top and bottom of walls is
completed. Ensure free draining backfill and appropriately
connected drainage is in place.
8. Backfill foundation walls so that the level of fill on one side
of the wall is never more than 450 above the level on the
other side, except where detailed retaining walls are used.
15. MINIMUM FORMWORK STRIPPING TIMES FOR INSITU
CONCRETE (Subject to concrete test results)
* Single storey construction only. Refer to Formwork Engineer
and/or AS 3610 - 1995 for multistorey construction.
16. Do not build brick or blockwork on suspended concrete until
all shoring has been removed.
17. Prop cantilever slabs and beams from a firm support for a
minimum of 28 days unless otherwise approved by the
Engineer.
18. Reinforcement notation:
19. Slab reinforcement shall extend at least 65mm onto masonry
support walls and 50% of bottom reinforcement shall be
cogged to achieve anchorage at simply supported ends
UNO.
20. Reinforcement is represented diagrammatically and not
necessarily in true projection.
21. Use maximum bar chair spacings of 750. Use only plastic
bar chairs for surfaces exposed to ground or weather.
Prevent damage to vapour barriers and membranes.
22. Provide laps only at locations shown and of dimensions as
follows unless detailed otherwise or approved in writing by
the Engineer.
23. For rectangular fabrics place bottom fabric main wires
lowermost and top fabric main wires uppermost in direction
of arrows.
24. Overlap first and second cross wires of each sheet of fabric
by 25 at laps.
25. Do not heat, weld or site bend starters or other reinforcement
unless shown or approved by the Engineer.
26. Tie all unsupported bars to N12.300.B or N12.450.T
crossrods, lapped 550 where required.
27. For penetrations up to 600x600 provide the following trimmer
bars:
28. Do not pour on hot and/or windy days. When the water
evaporation rate will exceed 1kg per mý per hour, consider
using an aliphatic alcohol to minimise the risk of plastic
shrinkage cracking.
29. Prop, cure and strip in accordance with AS 3600, AS 3610
and the Specification.
30. Curing shall be achieved by the application of water to, or
the retention of water in, the freshly cast concrete, and shall
commence as soon as practicable after the finishing of any
unformed surfaces has been completed. Where retention of
water in the fresh concrete relies on the application to
exposed surfaces of sprayed membrane-forming curing
compounds, the compounds used shall comply with AS
3799.
31. MINIMUM STRENGTH & CURING REQUIREMENTS FOR
CONCRETE
32. All proprietary chemical and mechanical anchors are to be
installed at spacings, edge distances and depths as
indicated on the drawings. Installation shall be in accordance
with manufacturer's recommendations including drilling
method, hole diameter, cleaning, curing, and tightening.
SLABS ON GROUND & RAFT SLABS
items.
2. Provide impermeable surfaces around the perimeter of the
building & graded away from the building to minimise
seasonal variation of soil moisture content beneath the
building.
3. All earthworks shall be supervised and certified by the
Geotechnical Engineer to Level 1 in accordance with AS
3798.
4. Carry out compaction testing to Geotechnical Engineer's
direction and in accordance with AS 3798.
5. Remove all top soil and vegetation throughout the area of
the slab. Cut to bulk excavation level as required.
6. Proof roll sub-grade under the supervision of the
Geotechnical Engineer.
7. Fill as necessary to the required levels with approved
well-graded granular sub-grade material of maximum depth
600 in maximum 150 thick compacted layers.
8. Compact sub-grade material using multiple passes of a
heavy vibrating roller to achieve a uniform minimum of 98%
of standard density as determined by the laboratory test
procedure 1289.E1.1 as described in AS 1289 : 'Methods of
Testing Soils for Engineering Purposes', or as directed by the
Geotechnical Engineer.
9. Sub-grade to have a CBR value of 10% minimum.
10. Sub-base material to be compacted to 100% standard dry
density on compacted Sub-grade.
11. Slabs on ground have not been designed for propping loads.
12. Cut sawn joints once concrete has hardened sufficiently to
not be damaged and prior to the formation of shrinkage
cracks.
13. As a guide, the recommended time for sawing is :
FORMED SURFACE Hot
conditions
> 20°C
Average
conditions
≤ 20°C > 12°C
Cold
conditions
≤ 12°C
≥ 5°C
Vertical faces
(beams & slabs).
1 day 2 days 3 days
Vertical faces
(columns & walls).
5 days 6 days 7 days
Beam
and slab
soffits
Forms 4 days 6 days 8 days
Supporting
members *
(shores or
backprops)
12 days 18 days 24 days
BAR
SIZE
LAP LENGTH 'L' (mm) - See diagrams below
Bar with 300mm or less
depth of concrete under
the bar.
Bar with more than
300mm depth of concrete
under the bar.
N10 400 550
N12 550 700
N16 800 1050
N20 1100 1400
N24 1400 1800
N28 1700 2200
N32 2000 2600
N36 2400 3100
Exposure
classification
to AS 3600
Minimum initial
curing
requirements
Minimum average
compressive strength at the
time of stripping of forms or
removal from moulds (MPa)
A1 Cure continuously
for at least 3 days
15
A2
B1 Cure continuously
for at least 7 days
20
B2 25
C1 32
C2
Daily maximum temperature Recommended time for sawing
< 25°C 14-16 hours
> 25°C 10 hours
N Grade 500N deformed bar to AS/NZS 4671
RL
Grade 500L deformed wire rectangular reinforcing fabric
to AS/NZS 4671
SL
Grade 500L deformed wire square reinforcing fabric to
AS/NZS 4671
L TM Grade 500L deformed wire trench mesh to AS/NZS 4671
R Grade 250N hot-rolled plain bars to AS/NZS 4671
Example:- 8N16.200.T denotes 8 Grade 500N deformed bars
of 16 diameter at 200 centres placed in the top of the element.
L
L
L L
L
L
800
TYP.
2N16.100 TOP & BTM.
EXTRA, ALL AROUND AND
30mm CLEAR OF
PENETRATION.
1 (clay and rock) *
* unless specified as shallower in the Geotechnical Report.
2 (sand) *
Service trench or
excavation.
Line of
influence.
Footing
Element Location Concrete Strength
20MPa 25MPa 32MPa 40MPa 50MPa+
Internal 20 20 20 20 20
External - - 65 * 45 45
In contact with
ground
-no damp-proof
membrane
-with damp-proof
membrane
40
30
40
30
40
30
40
30
40
30
RESIDENTIAL & NON-AGGRESSIVE SOILS <1km
* Can only be used where exposure is essentially to one surface
ARCH - Architectural
BD'Y - Boundary
BTM. - Bottom
CTS. - Centres
c/s - Courses
COS - Confirm On Site
DP. - Deep
E.E. - Each End
E.F. - Each Face
E.S. - Each Side
E.W. - Each Way
EX. - Extra
F.F. - Far Face
GALV. - Galvanised
GR - Grade
HORIZ. - Horizontal
MIN. - Minimum
MAX. - Maximum
N/A - Not Applicable
N.F. - Near Face
NSOP - Not Shown On Plan
NTS - Not to Scale
O/A - Overall
OAE - Or Approved Equivalent
o/o - Out Of
REINF'T - Reinforcement
SPEC'N - Specification
S.S. - Stainless Steel
STIFF. - Stiffener
TYP. - Typical
UNO - Unless Noted Otherwise
U/S - Underside
VERT - Vertical
WD. - Wide
℄ - Centreline
∅; dia - Diameter
CONCRETE
1. Conform to AS 3600 and the Specification except where
varied by the contract documents.
2. Steel reinforcing and steel prestressing materials for concrete
shall comply with AS/NZS 4671 or AS/NZS 4672, respectively.
3. Acceptable manufacturers and processors of steel reinforcing
and prestressing materials must hold a valid certificate of
approval issued by the Australasian Certification Authority for
Reinforcing and Structural Steels Ltd (ACRS). Evidence of
compliance with this clause must be submitted at tender,
supply and completion.
items.
5. Provide concrete with a maximum slump of 80, Type SL
cement, maximum aggregate size 20, approved admixtures
and strength grade as follows:
6. Project Control Testing shall be carried out in accordance with
AS 3600 and AS 1379.
7. Use only river gravel or fine-grained basalt as coarse
aggregate, and use concrete with a maximum free drying
shrinkage (target +15% variation) at 56 days of 550
microstrain for grade 20, 600 microstrain for grades 25 and
32, and 650 microstrain for grades 40 and 50.
8. Clear concrete cover to all reinforcement for durability shall be
as follows UNO :
9. Sizes of concrete elements do not include thickness of applied
finishes.
10. Beam depths are written first and include slab thickness.
Maintain the slab and beam depths shown.
11. Do not make any construction joints, holes or chases in the
concrete elements unless shown or approved by the Engineer.
12. Conduits and pipes cast into the plane of slabs and beams, or
crossing beams :
12.1. shall be non-metallic unless wrapped in approved isolation
tape and kept 30mm clear of all reinforcement,
12.2. in slabs shall be located between the bottom and top
reinforcement,
12.3. in beams shall be located in the middle third of the depth
and shall be 30mm clear of all reinforcement,
12.4. greater than 32mm in diameter shall not be placed unless
shown or approved by the Engineer, and
12.5. shall be spaced at minimum 3 x conduit diameters, but not
less than 150mm UNO.
13. All falls in slabs, chamfers, reglets and drip grooves to
Architectural Detail and Specification. Maintain concrete cover
at these details.
14. Formwork shall be in accordance with AS 3610. The
contractor is responsible for the design of all formwork,
associated propping and capacity of the structure under
construction to carry the loading.
ELEMENT EXPOSURE
CLASSIFICATION
TO AS 3600
STRENGTH
(MPa)
FOOTING A1 32
SUSPENDED SLAB
(EXTERNAL)
B2
40
SUSPENDED SLAB
(INTERNAL)
A1
40
COLUMN (INTERNAL) A1 40
COLUMN (EXTERNAL) B2 40
BASEMENT SLAB (INTERNAL) A1 32
STRUCTURAL MASONRY
1. All workmanship and materials shall comply with AS 3700.
items.
BRICK AND BLOCK STRENGTH
* Reinforced block retaining walls shall be constructed using
"DOUBLE U" type blocks or approved equivalent.
MORTAR TYPE AND MIX
1. R3 - Steel wire, brick ties, bars, and lintels to have a
galvanised coating of at least 470g/mý
2. R4 - Steel wire, brick ties, bars, and lintels to be stainless
steel grade 316.
3. Lay bricks on a full mortar bed with all perpends filled. Lay dry
pressed bricks "frogs up".
4. Lay blocks with full mortar bedding and perpends completely
filled. Bed and perpend joint thickness : 6min. 12max.
VERTICAL CONTROL JOINTS
1. Concrete slabs and beams are to bear full thickness on load
bearing masonry walls UNO. For hollow blockwork, use
minimum 200mm height of solid blocks at all bearings.
Provide a layer of mortar placed on top and trowelled level
with slip joint (2 layers of galvanised steel sheet containing
high pressure grease) between this surface and the concrete
UNO.
2. Separate the tops of non-structural walls from the structure
above with a 20 thick layer of compressible material. Provide
flexible head restraint ties to AS 3700.
3. Where masonry walls abut concrete or steel columns and
concrete walls, provide proprietary ties in accordance with AS
3700 fixed to column/wall face and built into the masonry.
4. Build brickwork and solid blockwork tight into webs of steel
beams at their points of bearing.
5. Do not build brickwork or blockwork on suspended concrete
until all shoring has been removed.
6. Chases and recess grooves in load-bearing masonry walls
shall not be made without Engineer's approval.
7. In reinforced grouted blockwork take care to correctly and
securely set out starter bars. Do not cut, heat or bend out of
position starter bars without approval from the Engineer.
Provide clean-out holes at the bottom of all cores. Rod all
core holes to remove protruding mortar fins. Tie vertical bars
to starter bars or lapped bars through clean-out holes. Lap
horizontal bars at intersecting walls and corners. Grout all
cores with grout having F'c = 20MPa, 10mm aggregate and
200 slump. Compact cores grout by vibrating or rodding.
8. Grouting of blockwork to take place one floor at a time. Do
not exceed 3m in a single lift. Provide clean out blocks at the
base of all lifts, and at all locations where vertical
reinforcement is lapped.
9. Provide laps in all reinforced grouted blockwork only at
locations shown on details and of dimensions as follows
unless detailed otherwise or approved in writing by the
Engineer.
ELEMENT STRENGTH f'uc (MPa)
Load bearing block walls 10
RC block retaining walls. * 15
Brick bearing walls. 20
Mortar type Proportions
Cement : Lime : Sand
by volume
Durability class of
built in components
M3 1 : 1 : 6 R3
M4 1 : 1/4 : 3 R4
Construction Joint
size
Maximum Spacing Comments
Blockwork 10 10m (5m to
corners)
Architect to approve
location.
Brickwork 10 5m (3m to corners) Subject to
confirmation of brick
growth characteristic.
BAR
SIZE
LAP LENGTH 'L' (mm)
Vertical Bars Horizontal Bars
N12 650 850
N16 950 1200
N20 1250 1600
N24 1600 2050
Scales
Sheet Size Dwg. No.
Rev. No.
Project No.
20mm 100mm60mm40mm 80mm0
14325Director
A1
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
WITHOUT THE WRITTEN PERMISSION OF TLB ENGINEERS.
REV. DATE DESCRIPTION Drawn Design
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
LEVEL 6, 1 JAMES PLACE,
NORTH SYDNEY, NSW 2060
TEL. (02) 9409 3300
FAX. (02) 9929 6667
info@tlbengineers.com
www.tlbengineers.com
ABN 94 074 717 892
TLB Quality Control : Project Level
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
NEW HOUSE
AT 2A QUEENS PARK RD.
CONNELLS POINT
S. Christoforidis
0
01 30.09.16 Y.R.CONSTRUCTION ISSUE S.C.
FOR CONSTRUCTION
SHEET NOTES 1
----
S01
01

Steelwork
Elements
Atmospheric Corrosivity
Category (excluding
micro-environments)
Years to First
Maintenance
Internal Steelwork C1 25+
External Steelwork C3 25+
STRUCTURAL STEEL
1. Comply with AS/NZS 1163, AS/NZS 1594, AS/NZS 3678,
AS/NZS 3679.1, AS/NZS 3679.2, AS/NZS 1554, AS 4100 and
the Specification except where varied by the contract
documents.
2. Acceptable manufacturers of structural steel must hold a valid
certificate of approval issued by the Australasian Certification
Authority for Reinforcing and Structural Steels Ltd (ACRS).
Evidence of compliance with this clause must be submitted at
tender, supply and completion.
3. Comply with the National Structural Steelwork Compliance
System and the Code of Practice using the following
categories (UNO):
· Importance Level: '1/2/3/4'
· Sevice Category: 'SC1/SC2'
· Fabrication Category: 'FC1/FC2'
· Construction Category: 'CC1/CC2/CC3/CC4'
(All TBC by Engineer. Underlined are for normal structures).
items.
5. Abbreviations used are as follows:
6. Provide upward camber to beams where shown. Pre-cambers
may be achieved by pre-setting subject to approval from the
Engineer.
7. Stability of the structure during construction is the Builder's
responsibility. Provide any temporary bracing that may be
required for this purpose.
8. Use the following grades of steel, UNO:
9. Unless noted otherwise all bolts shall be M16 Grade 8.8/S. No
connection shall have less than 2 bolts. Bolt designation is as
follows :
10. TB and TF bolts to be installed using an approved direct
tension indication device such as "Hobson Squirter Washers".
11. Where slotted holes are specified, bolts are to be at mid
length of slot at completion of erection.
12. All welds shall be Category SP UNO. All welds shall be 6mm
continuous fillet using E48XX electrodes UNO. Butt welds
shall be complete penetration butt welds to AS 1554.
13. The extent of non-destructive weld examination shall be as
shown in the table below. Visual scanning, visual examination,
and radiographic or ultrasonic examination shall be in
accordance with AS/NZS 1554.1, AS 2177.1, and AS 2207 as
appropriate.
14. All plates including but not limited to cap, base and gusset
plates to be fully welded to steel members UNO.
15. All plates shall be 10 thick UNO.
16. Provide 14∅ holes as required for affixed timber members
UNO.
17. Where supported by masonry or concrete provide 190
minimum bearing length at each end of all beams and 150 at
lintels UNO.
18. Use non-shrink grout with a minimum compressive strength of
30MPa, tightly packed under all bearings and base plates.
19. Concrete encasement shall have a strength of 25 MPa and 65
cover or adequate to suit fire rating or exposure conditions and
shall be reinforced with 3.15mm wire at 100mm pitch.
20. Provide seal plates to all hollow sections.
21. Portal frame columns to be plumb under roof dead loads.
22. All roof bracing to be hung from every second purlin with rods
or similar so that bracing is straight.
23. All proprietary chemical and mechanical anchors are to be
installed at spacings, edge distances and depths as indicated
on the drawings. Installation shall be in accordance with
manufacturer's recommendations including drilling method,
hole diameter, cleaning, curing, and tightening.
24. Anchor bolts shall not clash with post-tensioned tendons or
anchors.
CORROSION PROTECTION
1. Surface preparation and corrosion protection of the steelwork
is to be provided to satisfy the following atmospheric
corrosivity categories and years to first maintenance in
accordance with AS/NZS 2312.1 and/or 2312.2
2. Steelwork in an internal environment subject to cross
ventilation of outside air is to be classified as being in an
external environment.
3. Steelwork built into an external masonry single skin wall, or
either skin of an external masonry cavity wall or masonry
veneer wall, is to be classified as being in an external
environment
4. Surface preparation and application procedures are to be in
accordance with AS/NZS 2312.1, 2312.2 and the supplier's
specification.
5. Provide bolts in the completed structure with equivalent
corrosion protection as for the steel members they connect.
6. In addition to the finish specified any steelwork in contact with
the ground is to be coated with a bitumen paint to a minimum
dry film thickness of 0.4mm, to 100mm above ground level
UNO.
7. When galvanising hollow sections of steelwork provision for
adequate venting and draining shall be made during the
galvanising process in accordance with galvaniser's
requirements and AS/NZS 4680. The location and size of
holes should be shown on the fabrication shop drawings for
review by the Structural Engineer. Venting holes in external
and/or architecturally exposed members are to be suitably
plugged and sealed prior to the steel arriving on site.
8. Refer to the Architectural specifications for top coat finishes
and colours. All corrosion protection coatings are to be
compatible with any applied finishes and top coats, including
any fire rated coatings.
9. Any coating repairs shall be undertaken to provide the same
level of protection as the original surface treatment.
TYPE OF WELD
AND CATEGORY
ELEMENT EXTENT (% of total
length of weld type)
Fillet welds, SP Visual scanning 100%
Visual examination 50%
Fillet welds, GP Visual scanning 100%
Butt welds, SP Visual scanning 100%
Radiographic or
ultrasonic inspection
10%
Butt welds, GP Visual scanning 100%
PL. - Plate
UB - Universal Beam
UC - Universal Column
PFC - Parallel Flange Channel
EA - Equal Angle
UA - Unequal Angle
LLH - Long Leg Horizontal
LLV - Long Leg Vertical
B.W. - Butt Weld
F.W. - Fillet Weld
CHS - Circular Hollow Section
RHS - Rectangular Hollow
Section
SHS - Square Hollow Section
WB - Welded Beam
WC - Welded Column
BOLT TYPE COMMENTS
4.6/S Commercial bolts of grade 4.6 to AS 1111 snug
tightened to AS 4100.
8.8/S High strength structural bolts of grade 8.8 to
AS 1252 snug tightened to AS 4100.
8.8/TB High strength structural bolts of grade 8.8 to
AS 1252 fully tensioned to AS 4100 as a bearing
joint.
8.8/TF High strength structural bolts of grade 8.8 to
AS 1252 fully tensioned to AS 4100 as a friction
joint with facing surfaces left uncoated UNO.
STEEL MEMBER TYPE GRADE
Welded Sections 300
Rolled Sections 300
Rectangular and Square hollow sections 350
Circular hollow sections 350
Plates 250
SAFETY IN DESIGN NOTES
1. TLB Engineers has assessed the health and safety risks
related to the structural design. TLB Engineers has a carried
out a safe design risk assessment and has identified
hazards considered to be atypical and / or unique for this
project.
2. TLB Engineers may have identified hazards in each of the
following stages in the lifecycle of the structure and where
appropriate may have provided recommendations to
mitigate the residual risks:-
2.1. Design for Use - Any Use hazards identified are tagged
on the drawings as UH#
2.2. Design for Construction - Any Construction hazards
identified are tagged on the drawings as CH#
2.3. Design for Maintenance - Any Maintenance hazards
identified are tagged on the drawings as MH#
2.4. Design for Demolition - Any Demolition hazards
identified are tagged on the drawings as DH#
3. The hazards identified by TLB Engineers are not exhaustive,
do not relieve any other party from undertaking their own
safety in design review, and do not relieve any other party of
their obligations and responsibilities under the Work Health
and Safety Act.
CH# - Design for Construction
1. Provide drainage system and water proof membrane (by
others) for all planter areas.
2. Do not fill slab with soil (300mm deep max) before all
structural elements have been constructed.
3. Flashing and weep holes are to be constructed (by others) in
brick walls to prevent water ingress.
4. Pool is to be designed as out of ground suspended pool on
piers as no water surcharge loads have been allowed in the
basement wall/ retaining wall design.
MH# - Design for Maintenance
1. Check for blockages in pipes on roof.
2. Clean spoon drain regularly.
DH# - Design for Demolition
1. Demolish the building from roof level down.
2. Demolish floor elements (i.e. slabs) before supporting
elements (i.e. columns)
3. Remove soils and planters (including retaining soils) before
demolishing structural elements.
SCHEDULE OF WITNESS AND HOLD POINTS
(SUBMISSIONS TO STRUCTURAL ENGINEER U.N.O.)
SHOP DRAWINGS
Description Witness Point Hold Point
Structural steelwork, Submit for review
prior to fabrication
CONSTRUCTION RECORDS
Third Party Certification for
the following items:
- structural steel
- reinforcement
- structural bolt
Submit before
ordering materials.
Concrete mix
characteristic shrinkage.
Submit prior to
delivery to site.
Concrete test certificates
for strength and slump.
Submit
progressively.
Submit on
completion.
SITE REVIEW - (PROVIDE MIN. 24 HOURS NOTICE)
Founding material for
strip, pad, and bored pier
footings.
Site approval by
Geotechnical
Engineer.
Reinforcement for
reinforced concrete and
shotcrete elements. Leave
one face of rectangular
columns and walls open.
Site review and
approval.
Reinforcement for
reinforced masonry
elements. Leave clean out
blocks open.
Site review and
approval.
Completed structural steel,
framing including grouting
of base plates &
tightening of bolts. Do not
cover until approved.
Site review and
approval.
Scales
Sheet Size Dwg. No.
Rev. No.
Project No.
20mm 100mm60mm40mm 80mm0
14325Director
A1
ARCHITECT
TEL : (02) 9716 8680
WITHOUT THE WRITTEN PERMISSION OF TLB ENGINEERS.
REV. DATE DESCRIPTION Drawn Design
LEVEL 6, 1 JAMES PLACE,
NORTH SYDNEY, NSW 2060
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
TLB Quality Control : Project Level
NEW HOUSE
AT 2A QUEENS PARK RD.
CONNELLS POINT
S. Christoforidis
0
01 30.09.16 Y.R.CONSTRUCTION ISSUE S.C.
FOR CONSTRUCTION
SHEET NOTES 1
----
S02
01

40
50
40
50
1
S11
2
S11
3
S11
4
S11
DJ
S
ALL FOOTINGS ARE TO BE FOUND ON ROCK ALLOWABLE BEARING OF 750 KPa MIN.
ALL SLABS 150 THICK UNO THROUGHOUT.
FC' = 32MPa UNO
LAY SL 92 FABRIC TOP
DJ- DOWEL JOINT
S- SAWN JOINT
F.E. - FREE EDGE
BW1/RW1 : 290 RC BLOCK WALL N16.400 V, N12.400 H ( STARTERS TO MATCH VERTICAL)
BW2: 190RC BLOCK WALL N16.400, N12.400 H (STARTERS TO MATCH VERTICAL)
BW3: 140 GROUT FILL BLOCK WALL.
RW2/BW1
SF1
P2
RC1
P2
RC2
P2
RC3
P1
RC4
P2
RC6
P2
RC5
SF2
BW1/RW1
BW1/RW1BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
RW2/BW1
BW1/RW1
5
S11
RW2/BW1
RW2/BW1
RW1
F.E.
APRON SLAB AT CROSSOVER TO COUNCIL'S
SPECIFICATIONS
S
S
S
S
K
S
S
S
S
F.E.
S2S2S2S2
S4S4S4S4
200
1200290*
290*
12N16 +
N12.200 TIES
10N16 +
N12.200 TIES
900290*
290*
30
SAWN JOINT (REFER
TO SLAB ON GROUND
SCHEDULE FOR DEPTH)
+ APPROVED SEALANT
FOR EXTERNAL SLABS
ONLY.
ROCK (SUB-BASE).
VAPOUR BARRIER FOR
INTERNAL SLABS ONLY.
APPROVED COMPACTED
SUB-BASE (REFER TO SLAB
ON GROUND SCHEDULE).
SAWN JOINT 'S'SAWN JOINT 'S'SAWN JOINT 'S'SAWN JOINT 'S'
TYPICAL SAWN JOINT 'S' DETAIL ON GROUND SLABTYPICAL SAWN JOINT 'S' DETAIL ON GROUND SLABTYPICAL SAWN JOINT 'S' DETAIL ON GROUND SLABTYPICAL SAWN JOINT 'S' DETAIL ON GROUND SLAB
SCALE 1:10
FABRIC
CROSSWIRE.
STOP
REINF'T AT
JOINT.
30 30
20
450 450
505050
FABRIC
CROSSWIRE.
STOP REINF'T
AT JOINT.
TOOLED JOINT. FILL WITH
APPROVED SEALANT FOR
EXTERNAL SLABS.
CONTRACTION JOINT.
PAINT FIRST POUR
WITH BITUMEN.
SCALE 1:10SCALE 1:10SCALE 1:10SCALE 1:10
TYPICAL KEYED JOINT 'K' DETAIL ON GROUND SLABTYPICAL KEYED JOINT 'K' DETAIL ON GROUND SLABTYPICAL KEYED JOINT 'K' DETAIL ON GROUND SLABTYPICAL KEYED JOINT 'K' DETAIL ON GROUND SLAB
150
200
600
SCALE 1:10SCALE 1:10SCALE 1:10SCALE 1:10
TYPICAL FLOOR EDGE JOINT 'FE'TYPICAL FLOOR EDGE JOINT 'FE'TYPICAL FLOOR EDGE JOINT 'FE'TYPICAL FLOOR EDGE JOINT 'FE'
ON GROUND SLABON GROUND SLABON GROUND SLABON GROUND SLAB
0 20mm 40mm 60mm 80mm 100mm
WITHOUT THE PERMISSION OF TLB ENGINEERS.
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
LEVEL 6, 1 JAMES PLACE
NORTH SYDNEY NSW 2062
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20162:19:21PM
NEW HOUSENEW HOUSENEW HOUSENEW HOUSE
AT 2A QUEENS PARK RD,AT 2A QUEENS PARK RD,AT 2A QUEENS PARK RD,AT 2A QUEENS PARK RD,
CONNELLS POINTCONNELLS POINTCONNELLS POINTCONNELLS POINT
As indicated 1
Director : S. Christoforidis
FFFFOOOOOOOOTTTTIIIINNNNGGGG ++++ BBBBAAAASSSSEEEEMMMMEEEENNNNTTTT SSSSLLLLAAAABBBB PPPPLLLLAAAANNNNSSSS
14325143251432514325
S10S10S10S10
ARCHITECT
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
SCALE 1 : 100
PLAN ON BASEMENT -TYPE S1 UNOPLAN ON BASEMENT -TYPE S1 UNOPLAN ON BASEMENT -TYPE S1 UNOPLAN ON BASEMENT -TYPE S1 UNO
NOTE : ROCK FACE TO BE
INSPECTED AND
CONFIRMED
BY GEOTECHINCAL
ENGINEER
STRIP FOOTING SCHEDULESTRIP FOOTING SCHEDULESTRIP FOOTING SCHEDULESTRIP FOOTING SCHEDULE
MARKMARKMARKMARK
SIZESIZESIZESIZE REINFORCEMENTREINFORCEMENTREINFORCEMENTREINFORCEMENT ConcreteConcreteConcreteConcrete
StrengthStrengthStrengthStrengthDEPTHDEPTHDEPTHDEPTH WIDTHWIDTHWIDTHWIDTH BTM. BARSBTM. BARSBTM. BARSBTM. BARS TOP BARSTOP BARSTOP BARSTOP BARS TIESTIESTIESTIES
SF1 300 600 511TM 511TM R10.600 32MPa
SF2 300 300 311TM 311TM R10.600 32MPa
BW1/RW1
BW3
BW3
BW3
BW3
BW3
BW3
BW3
BW1/RW1
BW3
RW2/BW1
BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
RW2/BW1
BW3
PAD SCHEDULEPAD SCHEDULEPAD SCHEDULEPAD SCHEDULE
MarkMarkMarkMark
SIZESIZESIZESIZE BOTTOM REINFORCEMENTBOTTOM REINFORCEMENTBOTTOM REINFORCEMENTBOTTOM REINFORCEMENT
ConcreteConcreteConcreteConcrete
StrengthStrengthStrengthStrengthLENGTHLENGTHLENGTHLENGTH WIDTHWIDTHWIDTHWIDTH DEPTHDEPTHDEPTHDEPTH
LONG DIRECTIONLONG DIRECTIONLONG DIRECTIONLONG DIRECTION
1ST1ST1ST1ST
SHORT DIRECTIONSHORT DIRECTIONSHORT DIRECTIONSHORT DIRECTION
2ND2ND2ND2ND
P1 1400 400 350 3N16 (COG ENDS) N16.200 UBARS 32MPa
P2 1700 400 350 3N16 (COG ENDS) N16.200 UBARS 32MPa
SCALE 1 : 20
PLAN ON RC1, RC2, RC3, RC5 & RC6PLAN ON RC1, RC2, RC3, RC5 & RC6PLAN ON RC1, RC2, RC3, RC5 & RC6PLAN ON RC1, RC2, RC3, RC5 & RC6
SCALE 1 : 20
PLAN ON RC4PLAN ON RC4PLAN ON RC4PLAN ON RC4
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC
SLAB ON GROUND SCHEDULESLAB ON GROUND SCHEDULESLAB ON GROUND SCHEDULESLAB ON GROUND SCHEDULE
TYPETYPETYPETYPE THICKNESSTHICKNESSTHICKNESSTHICKNESS
CONCRETECONCRETECONCRETECONCRETE
STRENGTHSTRENGTHSTRENGTHSTRENGTH
REINFORCEMENTREINFORCEMENTREINFORCEMENTREINFORCEMENT
(TOP UNO.)(TOP UNO.)(TOP UNO.)(TOP UNO.)
COVER (TOPCOVER (TOPCOVER (TOPCOVER (TOP
UNO.)UNO.)UNO.)UNO.)
SUB-BASE THICKNESSSUB-BASE THICKNESSSUB-BASE THICKNESSSUB-BASE THICKNESS
(CRUSHED SANDSTONE OF(CRUSHED SANDSTONE OF(CRUSHED SANDSTONE OF(CRUSHED SANDSTONE OF
DGB20)DGB20)DGB20)DGB20)
SAWN JOINTSAWN JOINTSAWN JOINTSAWN JOINT
DEPTH UNO.DEPTH UNO.DEPTH UNO.DEPTH UNO.
S1 150 32MPa LAY SL 92 FABRIC 25 50 40
*REFER TO ARCHITECT FOR EXACT DIMENSION*REFER TO ARCHITECT FOR EXACT DIMENSION*REFER TO ARCHITECT FOR EXACT DIMENSION*REFER TO ARCHITECT FOR EXACT DIMENSION

300
300
BW3
GROUT FILL ALL CORES,
NO REO.
3L-11TM
BASEMENT
150
600
BW1/RW1
REFER TO GROUND FLOOR DRAWINGS
FOR WALL REINFORCEMENT. TYPICAL.
5L-11TM
VAPOUR BARRIER (TYP)
50 mm BEDDING SAND
LAYER (TYP)
R10.600 TIES -TYPCIAL
WALLS TO BE WATER PROOF BY OTHERS
600
300
511TM
BW1/RW1
600
TYP.UNO.
100
COG 300. TYP. UNO.
TYP.UNO.
100
COG 300. TYP. UNO.
650 FOR N16
850 FOR N20
1000 FOR N24
1150 FOR N28
1300 FOR N32
1500 FOR N36
TYP.
50
773
TYPICAL
TYP.
50
PROVIDE 2 SETS OF
TIES MIN. IN
BAND/BEAM DEPTH AT
300 MAX. CTS.
REDUCE SIZE OF TIES
AS REQ'D. TYP.
CRANK BARS 1:6
(H:V) MAX. AS
REQ'D. TYP.
PROVIDE 2 SETS
OF TIES EX. AT
TOP OF ALL
COLUMNS. TYP.
PROVIDE 1 SET
OF TIES EX. AT
TOP OF COLUMN.
5050
150
5L-11TM
SCALE 1 :20
RC7/8 AT FIRST FLOORRC7/8 AT FIRST FLOORRC7/8 AT FIRST FLOORRC7/8 AT FIRST FLOOR
RC7/8 AT GROUND FLOORRC7/8 AT GROUND FLOORRC7/8 AT GROUND FLOORRC7/8 AT GROUND FLOOR
SCALE 1 :20
RC1 - RC6 AT GROUND FLOORRC1 - RC6 AT GROUND FLOORRC1 - RC6 AT GROUND FLOORRC1 - RC6 AT GROUND FLOOR
SCALE 1 :20SCALE 1 :20
RC7 - RC8 ABOVE ROOF SLABRC7 - RC8 ABOVE ROOF SLABRC7 - RC8 ABOVE ROOF SLABRC7 - RC8 ABOVE ROOF SLAB
SCALE 1:20
TYPICAL PAD & COLUMNTYPICAL PAD & COLUMNTYPICAL PAD & COLUMNTYPICAL PAD & COLUMN
STARTER BAR DETAILSTARTER BAR DETAILSTARTER BAR DETAILSTARTER BAR DETAIL
LENGTH x WIDTH
ROCK
WHERE ROCK LEVEL IS LOW PLACE 15MPa
MASS CONCRETE FROM ROCK TO U/S OF
FOOTING, MAINTANING MIN. FOOTING DEPTH IN
SCHEDULE.
REFER TO COLUMN SCHEDULE FOR EXACT
NUMBER OF BARS & TIES FOR EACH
COLUMN. STARTER BARS TO MATCH
VERTICAL COLUMN BARS.
2R10 TIES EX. REDUCE SIZE OF TIES TO
PROVIDE STARTERS IN CORRECT
LOCATION.
DEPTH.
650 FOR N16
850 FOR N20
1000 FOR N24
1150 FOR N28
1300 FOR N32
1500 FOR N36
COG REINF'T
300 E.E.
ONPLAN
200UNO.
R16-300 , 450 LONG,
GREASE & CAPONE END
50
''''
NOTE: BRICK WORK NOT SHOWN FOR
CLARITY (TYP)
GROUND FLOOR
BASEMENT -150
THICK UNO.
511TM VAPOUR BARRIER (TYP)
50 mm BEDDING SAND
LAYER (TYP)
R10.600 TIES -TYPCIAL
150 140
30
RW2 RETAINING WALL SCHEDULE
HEIGHT 'H' WIDTH 'W'
1200 1100
1800 1500
2400 1800
'X' BARS
N12.400
N16.400
N16.400
3000 2300 N16.400
'Y' BARS
NIL
NIL
N16.400
N16.200
3400 2700 N16.400 N20.200
190 BLOCKS.
GROUT UP ALL
CORES.
'X' VERTICAL BARS.
N12.400 HORIZ. LAPPED.
'X' STARTER
BARS LAPPED.
CLEAN OUT
BLOCKS.
N12.300 LAPPED.
FOOTING/BASE SLAB.
50 COVER
290 BLOCKS. GROUT
UP ALL CORES.
N12.400 HORIZ.
CENTRAL. LAPPED AS
REQ'D.
'Y' VERTICAL BARS.
N16.400 'U' BARS. 950 LEGS.
CLEAN OUT BLOCKS
N12.300 E.W.
300'H'(3400MAX.)
1800MAX.
700 N12.400 NIL800
'W' UNO. ON PLAN
WATERPROOF MEMBRANE TO DETAIL
BY OTHERS.
290 BLOCKS. GROUT UP ALL CORES.
0 20mm 40mm 60mm 80mm 100mm
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20161:14:14PM
1 : 20 1
FOOTING + BASEMENT DETAILSFOOTING + BASEMENT DETAILSFOOTING + BASEMENT DETAILSFOOTING + BASEMENT DETAILS
14325143251432514325
S11S11S11S11
ARCHITECT
TEL : (02) 9716 8680
S10
SCALE 1 : 20
2
S10
SCALE 1 : 20
1
S10
SCALE 1 : 20
3
S10
SCALE 1 : 20
4
S10
SCALE 1 : 20
5
SCALE 1 : 20
TYPICAL DETAIL RW2TYPICAL DETAIL RW2TYPICAL DETAIL RW2TYPICAL DETAIL RW2
20mm COARSE FILTER MATERIAL 300 MIN. THICK
100 Φ SUBSOIL DRAINAGE LINE
WITH FILTER SOCK. PROVIDE
300 x 300 OF NOM. 20mm COARSE
FILTER MATERIAL ALL AROUND
WITH GEOTEXTILE FILTER FABRIC.
SUBSOIL DRAIN TO BE CONNECTED
TO STORMWATER SYSTEM TO HYDRAULIC
ENGINEERS DETAIL. TYP.

150
40
40
150
200
150
150
150
500
400
110
110
150
40
40
150
200
150
150
150
500
400
110
110
250250250250
200200200200
150150150150
200200200200
260260260260
260260260260
2
S21
3
S21
5
S21
7
S21
1
S21
BW3
BW3
BW3
BW3
BW3
BW3
BW3
BW3
BW3
BW3
B
S21
CJ
RC7
RC8
SC
SC
SC
SCSC
SC
A
S21
RC1 RC2
RC3
RC5
RC6
RC4
BW2/RW2
BW2
CJ
6
S21
POOL SLAB + COPING BY OTHERS
[ TO BE FOUNDED ON ROCK AND WALLS
TO BE DESIGNED AS FREE STANDING CANTILEVERS RETAINING WALLS]
200200200200
S3S3S3S3
8
S21
UF1
SJ
SJ
RW2
150 THICK STAIRS
N12.200 E.W.. LAY
FIRST LAYER ACROSS
SHORT SPAN DIRECTION
RW2
RW2
CONCRETE BAND SITS ON A MINIMUM 100 BLOCK WIDTH
600 mm MAX DEPTH OF SOIL IN PLANTER BOX.
300 mm MAX. SOIL DEPTH IN PLANTER BOX IN SECTION 4 & 4'
300 mm MAX DEPTH OF SOIL
4
S21
4'
S21
S3S3S3S3
S3 130 THICK SLAB ON GROUND WITH TOP MESH SL92 ON COMPACTED ENGINEERED FILL OR 200 THICK RC SUSPENDED SLAB WITH N12.200 E/W TOP & BTM.
WHERE SHOWN HATCHED. PROVIDE XYPEX C5000 WATERPROOFING ADMIXTURE
INTO CONCRETE AT DOSAGE OF 0.6% CEMENT VOLUME.
S
S
S3S3S3S3
S3S3S3S3
200MIN.
800 MIN
B/W TO ARCHIITECT'S SPEC.
100 MAX.100 MAX SLAB EDGE
16-200 E.F. +
N12.200 TIES
200 MIN.
100MAX.
100MAX
800MIN.
B/WTOARCHITECT'SSPEC.
SLAB EDGE B/W TO BE TIED TO CONCRETE COLUMNS UNO (TYP)
0 20mm 40mm 60mm 80mm 100mm
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20162:05:18PM
As indicated 1
GROUND FLOOR MARKING PLANGROUND FLOOR MARKING PLANGROUND FLOOR MARKING PLANGROUND FLOOR MARKING PLAN
14325143251432514325
S20S20S20S20
ARCHITECT
TEL : (02) 9716 8680
SCALE 1 : 100
PLAN ON GROUND FLOOR - 300THICK UNO.PLAN ON GROUND FLOOR - 300THICK UNO.PLAN ON GROUND FLOOR - 300THICK UNO.PLAN ON GROUND FLOOR - 300THICK UNO.
SC : 100 x 100 x 9.0 SHS OVER
CJ : CONSTRUCTION JOINT
SJ: STRAIGHT JOINT THROUGH BONDEK
Fc'=40 MPa
S3- REFER TO SLAB ON GROUND SCHEDULE ON S10.
BW1/RW1 : 290 RC BLOCK WALL N16.400 V, N12.400 H ( STARTERS TO MATCH VERTICAL)- REFER TO S21
RW2 : RETAINING WALL. REFER TO TYPICAL DETAIL ON S11.
BW2: 190RC BLOCK WALL N16.400, N12.400 H (STARTERS TO MATCH VERTICAL)
BW3: 140 GROUT FILL BLOCK WALL.
BD1= 180 THICK SLAB, POURED ON 1.0 "BONDEK' LAD IN DIRECTION OF ARROW. LAY SL92 + N16.400 CTRS.
(MIN. 3 BARS) LONG DIRECTION TOP. LAY N12.400 BTM.
UF1: LINTEL 170 x 110 WIDE "ULTRA FLOOR LINTEL'
SCALE 1 : 20
PLAN ON RC 8 AT GROUND LEVELPLAN ON RC 8 AT GROUND LEVELPLAN ON RC 8 AT GROUND LEVELPLAN ON RC 8 AT GROUND LEVEL
SCALE 1 : 20
PLAN ON RC 7 AT GROUND LEVELPLAN ON RC 7 AT GROUND LEVELPLAN ON RC 7 AT GROUND LEVELPLAN ON RC 7 AT GROUND LEVEL
BD1
16-200 E.F. +
N12.200 TIES
BD1
SCALE 1 : 20
TYPICAL JOINT THROUGH BONDEK "SJ"TYPICAL JOINT THROUGH BONDEK "SJ"TYPICAL JOINT THROUGH BONDEK "SJ"TYPICAL JOINT THROUGH BONDEK "SJ"
PAINT WITH BITUMEN
BRICK TIES TO BE FIXED AT FLOOR
SLAB DEPTH ONLY TO ALLOW FOR SLIDING
WINDOWS BETWEEN FLOORS. REFER TO
ARCHITECT'S FOR DETAILS.

GROUND FLOOR
BW1
UPTURN BEAM
(400 DP x 600 WD)
150400
400150
150
CJ
MAXSOIL
300
BW2
BW1 BW1
300
100
120170
350
900250
200200
630
MAXSOIL
600
GROUND FLOOR
BW1
300
500
300
200
WATERPROOF MEMBRANE FOR PLANTER
TO DETAIL BY OTHERS (TYP)
300
BW1
BW1
CJ
WATERPROOF MEMBRANE
FOR PLANTER TO DETAIL BY
OTHERS
250
1800
300
150
300
MAXSOIL
300
MIN.DEPTH
650
GROUND FLOOR
BASEMENT -150
THICK UNO.
600
CONCRETE DISH DRAIN
(FALLS TO HYDRAULIC
ENGINEERS DETAILS)
BW1
DETAIL A
WHERE ROCK FACE IS
PRESENT.
PROVIDE 600 MM GAP
BETWEEN ROCK FACE
AND WALL
100
300
FLASHING (TYP.)
TO ARCHITECT'S
SPECIFICATIONS.
170
170
170
40
ABLEFLEX
(TYP)
N12.400
HORIZONTAL BARS
RW1
DETAIL B
NO ROCK FACE
AND RW1 ACTS
AS A RETAINING
WALL
300
40
20
190
170
100
190
300
WATERPROOF MEMBRANE
TO DETAIL BY OTHERS
100 Φ SUBSOIL DRAINAGE LINE WITH FILTER
SOCK. PROVIDE 300 x 300 OF NOM. 20mm
COARSE FILTER MATERIAL ALL AROUND
WITH GEOTEXTILE FILTER FABRIC. SUBSOIL
DRAIN TO BE CONNECTED TO STORMWATER
SYSTEM TO HYDRAULIC ENGINEERS DETAIL.
TYP.
60
20mm COARSE FILTER
MATERIAL 300 MIN THICK.
N12.400 BTM.
4N12 TOP & BTM.
+N12.300 TIES
600
FLASHING
(TYP.)
300400
600
WALL TO BE WATERPROOF BY OTHERS
N16.400 START
60 COVER
2800MAX.
170
500
50
200 200
250
MAXSOIL
300
N16.200 E.F.
N12.300
TIES
6N16 TOP &BTM
N12.300 TIES
4N16 TOP
0 20mm 40mm 60mm 80mm 100mm
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20162:07:33PM
As indicated 1
GROUND FLOOR DETAILSGROUND FLOOR DETAILSGROUND FLOOR DETAILSGROUND FLOOR DETAILS
14325143251432514325
S21S21S21S21
ARCHITECT
TEL : (02) 9716 8680
S20
SCALE 1 : 20
1
S20
SCALE 1 : 20
2
S20
SCALE 1 : 20
3
S20
SCALE 1 : 20
5
S20
SCALE 1 : 20
6
S20
SCALE 1 : 20
7
S20
SCALE 1 : 20
A
S20
SCALE 1 : 20
B
S20
SCALE 1 : 20
8
BW2
BW1
BW1 / RW1
BW2
N16.200 E.F.
7N16 TOP & BTM.
+N12.300 TIES
N12.300 TIES
SL92 TOP & BTM.
S20
SCALE 1 : 20
4
& 4' SIMILAR

K
K8N24
4N
20
K
K K
K
K
K
K
K
K
K
K
K
K K
K K
3N24
K K K
K
K
K
K
K
K
K
K
K
K
7N
16
K
K8N24
4N
20
K
K K
K
K
K
K
K
K
K
K
K
K K
K K
3N24
K K K
K
K
K
K
K
K
K
K
K
K
7N
16
K
8N28
4N
20
K
K KK
K
K
K
K
K
K
K
K
K K
K K
K
K
K
K K
K
K
K
K
K
K
K
K
7N
16
K
8N28
4N
20
K
K KK
K
K
K
K
K
K
K
K
K K
K K
K
K
K
K K
K
K
K
K
K
K
K
K
7N
16
2N16
E.W. &
E.S. OF
VOID
BAR LAYINGBAR LAYINGBAR LAYINGBAR LAYING
SEQUENCE UNO.SEQUENCE UNO.SEQUENCE UNO.SEQUENCE UNO.
LAY 2ND
LA
Y
1ST
N16.EXTRA
2N16 EXTRA E.W UNDER STEEL COLUMN - TYP.
2N16
N16.EXTRA
2N16 EXTRA E.W. UNDER STEEL COLUMN- TYP.
T2T1
T3
0 20mm 40mm 60mm 80mm 100mm
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20161:14:16PM
As indicated 1
GGGGRRRROOOOUUUUNNNNDDDD FFFFLLLLOOOOOOOORRRR RRRREEEEIIIINNNNFFFFOOOORRRRCCCCEEEEMMMMEEEENNNNTTTT PPPPLLLLAAAANNNNSSSS
14325143251432514325
S22S22S22S22
ARCHITECT
TEL : (02) 9716 8680
SCALE 1 : 100
PLAN ON GROUND FLOOR TOP REINFORCEMENTPLAN ON GROUND FLOOR TOP REINFORCEMENTPLAN ON GROUND FLOOR TOP REINFORCEMENTPLAN ON GROUND FLOOR TOP REINFORCEMENT
SCALE 1 : 100
PLAN ON GROUND FLOOR BOTTOM REINFORCEMENTPLAN ON GROUND FLOOR BOTTOM REINFORCEMENTPLAN ON GROUND FLOOR BOTTOM REINFORCEMENTPLAN ON GROUND FLOOR BOTTOM REINFORCEMENT
A
Mark
N12.300
Reinforcement
B N12.250
N12.200
N12.180
N12.150
N12.100
N16.300
N16.250
N16.220
N16.200
N16.180
C
D
E
F
G
H
J
K
M N16.150
N16.100
N20.300
N20.280
N20.250
N20.220
N20.200
N20.180
N20.160
N
P
Q
R
S
T
U
V
L
W N20.150
N24.200
N24.180
N24.160
N24.150
N12.600 EX.
N12.400 EX.
STAIR BARS
X
Y
Z
AA
BB
CC
SB
SLAB REINFORCEMENTSLAB REINFORCEMENTSLAB REINFORCEMENTSLAB REINFORCEMENT
SCHEDULESCHEDULESCHEDULESCHEDULE
T1
T2
T3
TIE SCHEDULE
N12.300 TIES IN
THREES
N12.300 TIES IN
THREES
N12.300 TIES

40
85
85
85
40
40
85
215215215215
215215215215
215215215215
260260260260
260260260260
1
S25
2
S25
260260260260
3
S25
SC
SC
SC
SC
SC
SC
H
H
H
H
H
H
H
H
H
H
H
H
H
H
5
S25
UNDER
UNDER
SC
OVER
RC7
RC8
6
S25
4
S25
FIRST FLOOR
H
215
2N16 TOP. (TYP)
N12.300 TIES (TYP)
385
85
N16 EXTRA - TYP
215
300
H
150
TYP
600
FIRST FLOOR
40
FIRST FLOOR.
2N16 ' ' SHAPED BAR LEGS
160 APART BUTT WELDED TO CAP PLATE
4M16 CHEMSET ANCHORS.
EMBED 130 MM MIN.
Y
S25
16 BASE PL.
RECESS
60
GROUND FLOOR
2N16 E.X. TRIMMERS
E.W.
DISPLACE BARS EACH SIDE OF RECESS OR
ADD EXTRA N16 TRIMMER BARS EACH SIDE. TYP
16
CAST STEEL COLUMN
+ CAP PLATE
INTO SOFFIT OF SLAB.
H2
150
600
'SC'
SLAB EDGE.
BASE PLATE /CAP PLACEBASE PLATE /CAP PLACEBASE PLATE /CAP PLACEBASE PLATE /CAP PLACE
DETAILS NEAR SLAB EDGE (TYP.)DETAILS NEAR SLAB EDGE (TYP.)DETAILS NEAR SLAB EDGE (TYP.)DETAILS NEAR SLAB EDGE (TYP.)
SCALE 1:10
MIN.EDGE
80
180
SLAB
EDGE
MIN.
33
MIN.EGDE
80
'SC'
150
250
150
150
150
180
0 20mm 40mm 60mm 80mm 100mm
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20162:04:27PM
As indicated 1
FIRST FLOOR MARKING PLAN ANDFIRST FLOOR MARKING PLAN ANDFIRST FLOOR MARKING PLAN ANDFIRST FLOOR MARKING PLAN AND
DETAILSDETAILSDETAILSDETAILS
14325143251432514325
S25S25S25S25
ARCHITECT
TEL : (02) 9716 8680
SCALE 1 : 100
PLAN ON FIRST FLOOR - 300 THICK UNOPLAN ON FIRST FLOOR - 300 THICK UNOPLAN ON FIRST FLOOR - 300 THICK UNOPLAN ON FIRST FLOOR - 300 THICK UNO
S25
SCALE 1 : 20
1
S25
SCALE 1 : 20
2
S25
SCALE 1 : 20
3
SC - 100 x 100 x 9 SHS OVER AND UNDER UNO
Fc' = 40 MPa UNO
NOTE: STEEL COLUMNS UNDER TO BE INSTALLED PRIOR TO
POURING CONCRETE. ALLOW LEAD TIIMES FOR ORDERING/
FABRICATING AND DELIVERY OF STEEL COLUMNS.
S25
SCALE 1 : 20
5
S25
SCALE 1 : 20
6
250 x 16 x 250
SC
S25
SCALE 1 : 20
4
SCALE 1:10
SECTION Y

K
K
K
K
K
K
K
K
K
K
K K KK K
K
K
K
KK
K
K
K
K
K
K
K
KK
K K KK K
K
K
K
K
K
K
K
K K
K
K
K
K
K
K
K
2N16
N16.EXTRA
2N16
2N16
LAY 2ND
LA
Y
1ST
N16.EXTRA
0 20mm 40mm 60mm 80mm 100mm
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20161:14:16PM
1 : 100 1
FFFFIIIIRRRRSSSSTTTT FFFFLLLLOOOOOOOORRRR RRRREEEEIIIINNNNFFFFOOOORRRRCCCCEEEEMMMMEEEENNNNTTTT PPPPLLLLAAAANNNNSSSS
14325143251432514325
S26S26S26S26
ARCHITECT
TEL : (02) 9716 8680
SCALE 1 : 100
PLAN ON FIRST FLOOR BOTTOM REINFORCEMENTPLAN ON FIRST FLOOR BOTTOM REINFORCEMENTPLAN ON FIRST FLOOR BOTTOM REINFORCEMENTPLAN ON FIRST FLOOR BOTTOM REINFORCEMENT
A
Mark
N12.300
Reinforcement
B N12.250
N12.200
N12.180
N12.150
N12.100
N16.300
N16.250
N16.220
N16.200
N16.180
C
D
E
F
G
H
J
K
M N16.150
N16.100
N20.300
N20.280
N20.250
N20.220
N20.200
N20.180
N20.160
N
P
Q
R
S
T
U
V
L
W N20.150
N24.200
N24.180
N24.160
N24.150
N12.600 EX.
N12.400 EX.
STAIR BARS
X
Y
Z
AA
BB
CC
SB
SCALE 1 : 100
PLAN ON FIRST FLOOR TOP REINFORCEMENTPLAN ON FIRST FLOOR TOP REINFORCEMENTPLAN ON FIRST FLOOR TOP REINFORCEMENTPLAN ON FIRST FLOOR TOP REINFORCEMENT
2N16
2N16

N12.200
BAR 'A'
N12.200
N12.450
N12.200
150
BAR 'A'
BAR 'C'
N12.450
MID FLIGHTSMID FLIGHTSMID FLIGHTSMID FLIGHTS
SCALE 1:20
WALL WHERE
SHOWN ON
PLAN.
REFER TO LANDING
OR ADJACENT
FLIGHT DETAILS.
CONSTRUCTION
JOINT AS REQ'D.
REFER TO LANDING
OR ADJACENT FLIGHT
DETAILS.
N12.300
WALL & 'WP1' WHERE
SHOWN ON PLAN &
WALL ELEVATIONS.
CLEAR SPAN 'L'
L/3L/3
N12.200
N12.200
UPPER FLIGHTSUPPER FLIGHTSUPPER FLIGHTSUPPER FLIGHTS
SCALE 1:20
N12.200
N12.200
N12.200
N12.450
N12.200
150
CONSTRUCTION
JOINT AS REQ'D.
N12.300
CONSTRUCTION
JOINT AS REQ'D.
N12.200
N12.450
N12.200
150
N12.450
N12.300
CONSTRUCTION
JOINT AS REQ'D.
LOWER FLIGHTSLOWER FLIGHTSLOWER FLIGHTSLOWER FLIGHTS
SCALE 1:20
CLEAR SPAN 'L'
L/3 L/3
1000
N12.450
CLEAR SPAN 'L'
L/3L/3
1000
N12.200
N12.200
REFER TO LANDING
OR ADJACENT
FLIGHT DETAILS.
WALL & 'WP1' WHERE
SHOWN ON PLAN &
WALL ELEVATIONS.
N12.200
N12.200
REFER TO
LANDING
OR ADJACENT
FLIGHT DETAILS.
150
150
0 20mm 40mm 60mm 80mm 100mm
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20161:14:16PM
1 : 20 1
STAIR DETAILSSTAIR DETAILSSTAIR DETAILSSTAIR DETAILS
14325143251432514325
S27S27S27S27
ARCHITECT
TEL : (02) 9716 8680

1
S30
2
S30
3
S30
SC
SC
SCSC
SC
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
3'
S30
RC7
RC8
FALL 1 %
MIN. TO HYDRAULIC
ENGINEERS DETAILS
ROOF
H
2 N16 TOP. (TYP)
N16 EXTRA - 200 (TYP)
2N16 BTM.
N12.300 TIES (TYP)
150
H
TYP
600
CONCRETE
COLUMN
RC7 REFER TO S20
FOR DETAILS
RC8 AT DETAILS 3'
MIN.
170
H
BEYOND
0 20mm 40mm 60mm 80mm 100mm
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20161:14:16PM
As indicated 1
ROOF MARKING PLAN & DETAILSROOF MARKING PLAN & DETAILSROOF MARKING PLAN & DETAILSROOF MARKING PLAN & DETAILS
14325143251432514325
S30S30S30S30
ARCHITECT
TEL : (02) 9716 8680
SCALE 1 : 100
PLAN ON ROOF - 170 MIN THICKPLAN ON ROOF - 170 MIN THICKPLAN ON ROOF - 170 MIN THICKPLAN ON ROOF - 170 MIN THICK
S30
SCALE 1 : 20
1
S30
SCALE 1 : 20
2
Fc' = 40 MPa UNO.
WATER PROOF MEMBRANE OVER ROOF SLABS TO DESIGN + SUPPLY BY OTHERS
SC = 100 x 100 x 9 SHS UNDER
NOTE: STEEL COLUMNS UNDER TO BE INSTALLED PRIOR TO POURING CONCRETE. ALLOW
LEAD TIIMES FOR ORDERING/ FABRICATING AND DELIVERY OF STEEL COLUMNS.
REFER TO STEEL DETAIL ON S25
S30
SCALE 1 : 20
3
3' SIMILAR UNO

D
D
D
D
D
D D DD
D
D
D
D
D
D D D
D
D
D
D
D
D
D
D D
LAY 2ND
LAY
1ST
A
Mark
N12.300
Reinforcement
B N12.250
N12.200
N12.180
N12.150
N12.100
N16.300
N16.250
N16.220
N16.200
N16.180
C
D
E
F
G
H
J
K
M N16.150
N16.100
N20.300
N20.280
N20.250
N20.220
N20.200
N20.180
N20.160
N
P
Q
R
S
T
U
V
L
W N20.150
N24.200
N24.180
N24.160
N24.150
N12.600 EX.
N12.400 EX.
STAIR BARS
X
Y
Z
AA
BB
CC
SB
0 20mm 40mm 60mm 80mm 100mm
Scales
Sheet Size A1
Project No.
Dwg. No.
Rev. No.
TEL. (02) 9409 3300
FAX. (02) 9929 6667
ABN 94 074 717 892
FOR CONSTRUCTION
9/30/20161:14:17PM
1 : 100 1
ROOF REINFORCEMENT PLANSROOF REINFORCEMENT PLANSROOF REINFORCEMENT PLANSROOF REINFORCEMENT PLANS
14325143251432514325
S31S31S31S31
ARCHITECT
TEL : (02) 9716 8680
SCALE 1 : 100
PLAN ON ROOF BOTTOM REINFORCEMENTPLAN ON ROOF BOTTOM REINFORCEMENTPLAN ON ROOF BOTTOM REINFORCEMENTPLAN ON ROOF BOTTOM REINFORCEMENT
SCALE 1 : 100
PLAN ON ROOF TOP REINFORCEMENTPLAN ON ROOF TOP REINFORCEMENTPLAN ON ROOF TOP REINFORCEMENTPLAN ON ROOF TOP REINFORCEMENT

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