Download - 14325 connels house drafting (1)
GENERAL NOTES
1. Do not obtain dimensions by scaling these drawings. Onlyprincipal structural dimensions are shown. All dimensions arein millimetres. Details are diagrammatic and may not be toscale.
2. Read these drawings in conjunction with all other contractdocuments, the Development Consent and the requirements ofthe 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 theSpecification.
4. All demolition work is to be undertaken in accordance with AS2601.
5. Where proprietary products are specified on drawingsequivalent alternatives may be used subject to approval by theengineer.
6. All proprietary products are to be supplied, stored, mixed,applied and cured in accordance with the manufacturer'sspecifications.
7. All flashing, membranes, and waterproofing elements shall beas specified in the architectural documents.
8. All material testing and reporting is to be undertaken by alaboratory with NATA accreditation appropriate for each test.
9. Protect all workers against WHS risks. If in the opinion of theContractor the structural details present unacceptable WHSrisk 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 authoritiesto determine the details, locations and depths of all serviceson 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 anyelement to be overstressed. Provide temporary bracing asrequired.
13. Design loads are as follows UNO :
14. The superimposed dead loads nominated above do notinclude structure self weight or any allowance for the weight ofmasonry 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/sTerrain Category '3'
17. Earthquake Design Category to AS 1170.4 : ' I '
OCCUPANCY LIVE LOAD
(kPa)
SUPERIMPOSEDDEAD 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 relevantitems.
2. Footings have been designed for an allowable bearingpressure 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 slopebetween adjacent footings or excavations.
5. Do not excavate below the level of adjacent existing footingsuntil the engineer has been advised and structural details ofshoring and/or underpinning have been approved.
6. Excavations near footings must not be below the line ofinfluence :
7. Do not backfill retaining walls (other than cantilever walls)until floor construction at top and bottom of walls iscompleted. Ensure free draining backfill and appropriatelyconnected drainage is in place.
8. Backfill foundation walls so that the level of fill on one sideof the wall is never more than 450 above the level on theother 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 untilall shoring has been removed.
17. Prop cantilever slabs and beams from a firm support for aminimum of 28 days unless otherwise approved by theEngineer.
18. Reinforcement notation:
19. Slab reinforcement shall extend at least 65mm onto masonrysupport walls and 50% of bottom reinforcement shall becogged to achieve anchorage at simply supported endsUNO.
20. Reinforcement is represented diagrammatically and notnecessarily in true projection.
21. Use maximum bar chair spacings of 750. Use only plasticbar 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 asfollows unless detailed otherwise or approved in writing bythe Engineer.
23. For rectangular fabrics place bottom fabric main wireslowermost and top fabric main wires uppermost in directionof arrows.
24. Overlap first and second cross wires of each sheet of fabricby 25 at laps.
25. Do not heat, weld or site bend starters or other reinforcementunless shown or approved by the Engineer.
26. Tie all unsupported bars to N12.300.B or N12.450.Tcrossrods, lapped 550 where required.
27. For penetrations up to 600x600 provide the following trimmerbars:
28. Do not pour on hot and/or windy days. When the waterevaporation rate will exceed 1kg per mý per hour, considerusing an aliphatic alcohol to minimise the risk of plasticshrinkage cracking.
29. Prop, cure and strip in accordance with AS 3600, AS 3610and the Specification.
30. Curing shall be achieved by the application of water to, orthe retention of water in, the freshly cast concrete, and shallcommence as soon as practicable after the finishing of anyunformed surfaces has been completed. Where retention ofwater in the fresh concrete relies on the application toexposed surfaces of sprayed membrane-forming curingcompounds, the compounds used shall comply with AS3799.
31. MINIMUM STRENGTH & CURING REQUIREMENTS FORCONCRETE
32. All proprietary chemical and mechanical anchors are to beinstalled at spacings, edge distances and depths asindicated on the drawings. Installation shall be in accordancewith manufacturer's recommendations including drillingmethod, hole diameter, cleaning, curing, and tightening.
SLABS ON GROUND & RAFT SLABS
1. Refer to Schedule of Witness and Hold Points for relevantitems.
2. Provide impermeable surfaces around the perimeter of thebuilding & graded away from the building to minimiseseasonal variation of soil moisture content beneath thebuilding.
3. All earthworks shall be supervised and certified by theGeotechnical Engineer to Level 1 in accordance with AS3798.
4. Carry out compaction testing to Geotechnical Engineer'sdirection and in accordance with AS 3798.
5. Remove all top soil and vegetation throughout the area ofthe slab. Cut to bulk excavation level as required.
6. Proof roll sub-grade under the supervision of theGeotechnical Engineer.
7. Fill as necessary to the required levels with approvedwell-graded granular sub-grade material of maximum depth600 in maximum 150 thick compacted layers.
8. Compact sub-grade material using multiple passes of aheavy vibrating roller to achieve a uniform minimum of 98%of standard density as determined by the laboratory testprocedure 1289.E1.1 as described in AS 1289 : 'Methods ofTesting Soils for Engineering Purposes', or as directed by theGeotechnical Engineer.
9. Sub-grade to have a CBR value of 10% minimum.
10. Sub-base material to be compacted to 100% standard drydensity on compacted Sub-grade.
11. Slabs on ground have not been designed for propping loads.
12. Cut sawn joints once concrete has hardened sufficiently tonot be damaged and prior to the formation of shrinkagecracks.
13. As a guide, the recommended time for sawing is :
FORMED SURFACE Hotconditions> 20°C
Averageconditions≤ 20°C > 12°C
Coldconditions≤ 12°C≥ 5°C
Vertical faces
(beams & slabs).
1 day 2 days 3 days
Vertical faces
(columns & walls).
5 days 6 days 7 days
Beamand slabsoffits
Forms 4 days 6 days 8 days
Supporting
members *(shores or
backprops)
12 days 18 days 24 days
BARSIZE
LAP LENGTH 'L' (mm) - See diagrams below
Bar with 300mm or lessdepth of concrete underthe bar.
Bar with more than300mm depth of concreteunder 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
Exposureclassificationto AS 3600
Minimum initialcuring
requirements
Minimum averagecompressive strength at thetime of stripping of forms or
removal from moulds (MPa)
A1 Cure continuouslyfor at least 3 days
15
A2
B1 Cure continuouslyfor 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
RLGrade 500L deformed wire rectangular reinforcing fabricto AS/NZS 4671
SLGrade 500L deformed wire square reinforcing fabric toAS/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 barsof 16 diameter at 200 centres placed in the top of the element.
L
L
L L
L
L
800TYP.
2N16.100 TOP & BTM.EXTRA, ALL AROUND AND30mm CLEAR OFPENETRATION.
1 (clay and rock) ** unless specified as shallower in the Geotechnical Report.
2 (sand) *
Service trench orexcavation.
Line ofinfluence.
Footing
Element Location Concrete Strength
20MPa 25MPa 32MPa 40MPa 50MPa+
Internal 20 20 20 20 20
External - - 65 * 45 45
In contact withground-no damp-proofmembrane-with damp-proofmembrane
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 - ArchitecturalBD'Y - BoundaryBTM. - BottomCTS. - Centresc/s - CoursesCOS - Confirm On SiteDP. - DeepE.E. - Each EndE.F. - Each FaceE.S. - Each SideE.W. - Each WayEX. - ExtraF.F. - Far FaceGALV. - GalvanisedGR - GradeHORIZ. - HorizontalMIN. - MinimumMAX. - Maximum
N/A - Not ApplicableN.F. - Near FaceNSOP - Not Shown On PlanNTS - Not to ScaleO/A - OverallOAE - Or Approved Equivalento/o - Out OfREINF'T - ReinforcementSPEC'N - SpecificationS.S. - Stainless SteelSTIFF. - StiffenerTYP. - TypicalUNO - Unless Noted OtherwiseU/S - UndersideVERT - VerticalWD. - Wide℄ - Centreline∅; dia - Diameter
CONCRETE
1. Conform to AS 3600 and the Specification except wherevaried by the contract documents.
2. Steel reinforcing and steel prestressing materials for concreteshall comply with AS/NZS 4671 or AS/NZS 4672, respectively.
3. Acceptable manufacturers and processors of steel reinforcingand prestressing materials must hold a valid certificate ofapproval issued by the Australasian Certification Authority for
Reinforcing and Structural Steels Ltd (ACRS). Evidence ofcompliance with this clause must be submitted at tender,supply and completion.
4. Refer to Schedule of Witness and Hold Points for relevantitems.
5. Provide concrete with a maximum slump of 80, Type SLcement, maximum aggregate size 20, approved admixturesand strength grade as follows:
6. Project Control Testing shall be carried out in accordance withAS 3600 and AS 1379.
7. Use only river gravel or fine-grained basalt as coarseaggregate, and use concrete with a maximum free drying
shrinkage (target +15% variation) at 56 days of 550microstrain for grade 20, 600 microstrain for grades 25 and32, and 650 microstrain for grades 40 and 50.
8. Clear concrete cover to all reinforcement for durability shall beas follows UNO :
9. Sizes of concrete elements do not include thickness of appliedfinishes.
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 theconcrete elements unless shown or approved by the Engineer.
12. Conduits and pipes cast into the plane of slabs and beams, orcrossing beams :
12.1. shall be non-metallic unless wrapped in approved isolationtape and kept 30mm clear of all reinforcement,
12.2. in slabs shall be located between the bottom and topreinforcement,
12.3. in beams shall be located in the middle third of the depthand shall be 30mm clear of all reinforcement,
12.4. greater than 32mm in diameter shall not be placed unlessshown or approved by the Engineer, and
12.5. shall be spaced at minimum 3 x conduit diameters, but notless than 150mm UNO.
13. All falls in slabs, chamfers, reglets and drip grooves toArchitectural Detail and Specification. Maintain concrete coverat these details.
14. Formwork shall be in accordance with AS 3610. Thecontractor is responsible for the design of all formwork,associated propping and capacity of the structure underconstruction to carry the loading.
ELEMENT EXPOSURECLASSIFICATION
TO AS 3600
STRENGTH
(MPa)
FOOTING A1 32
SUSPENDED SLAB
(EXTERNAL)
B240
SUSPENDED SLAB
(INTERNAL)
A140
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.
2. Refer to Schedule of Witness and Hold Points for relevantitems.
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 agalvanised coating of at least 470g/mý
2. R4 - Steel wire, brick ties, bars, and lintels to be stainlesssteel grade 316.
3. Lay bricks on a full mortar bed with all perpends filled. Lay drypressed bricks "frogs up".
4. Lay blocks with full mortar bedding and perpends completelyfilled. Bed and perpend joint thickness : 6min. 12max.
VERTICAL CONTROL JOINTS
1. Concrete slabs and beams are to bear full thickness on loadbearing masonry walls UNO. For hollow blockwork, useminimum 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 concreteUNO.
2. Separate the tops of non-structural walls from the structureabove with a 20 thick layer of compressible material. Provideflexible head restraint ties to AS 3700.
3. Where masonry walls abut concrete or steel columns andconcrete walls, provide proprietary ties in accordance with AS3700 fixed to column/wall face and built into the masonry.
4. Build brickwork and solid blockwork tight into webs of steelbeams at their points of bearing.
5. Do not build brickwork or blockwork on suspended concreteuntil all shoring has been removed.
6. Chases and recess grooves in load-bearing masonry wallsshall not be made without Engineer's approval.
7. In reinforced grouted blockwork take care to correctly andsecurely set out starter bars. Do not cut, heat or bend out ofposition starter bars without approval from the Engineer.Provide clean-out holes at the bottom of all cores. Rod allcore holes to remove protruding mortar fins. Tie vertical barsto starter bars or lapped bars through clean-out holes. Laphorizontal bars at intersecting walls and corners. Grout allcores with grout having F'c = 20MPa, 10mm aggregate and200 slump. Compact cores grout by vibrating or rodding.
8. Grouting of blockwork to take place one floor at a time. Donot exceed 3m in a single lift. Provide clean out blocks at thebase of all lifts, and at all locations where verticalreinforcement is lapped.
9. Provide laps in all reinforced grouted blockwork only atlocations shown on details and of dimensions as followsunless detailed otherwise or approved in writing by theEngineer.
ELEMENT STRENGTH f'uc (MPa)
Load bearing block walls 10
RC block retaining walls. * 15
Brick bearing walls. 20
Mortar type ProportionsCement : Lime : Sandby volume
Durability class ofbuilt in components
M3 1 : 1 : 6 R3
M4 1 : 1/4 : 3 R4
Construction Jointsize
Maximum Spacing Comments
Blockwork 10 10m (5m to
corners)
Architect to approvelocation.
Brickwork 10 5m (3m to corners) Subject toconfirmation of brickgrowth characteristic.
BARSIZE
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
ARCHITECTMOSCHATOS 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 [email protected]
ABN 94 074 717 892
TLB Quality Control : Project Level
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
NEW HOUSEAT 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
SteelworkElements
Atmospheric Corrosivity
Category (excluding
micro-environments)
Years to FirstMaintenance
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 andthe Specification except where varied by the contractdocuments.
2. Acceptable manufacturers of structural steel must hold a validcertificate of approval issued by the Australasian Certification
Authority for Reinforcing and Structural Steels Ltd (ACRS).Evidence of compliance with this clause must be submitted attender, supply and completion.
3. Comply with the National Structural Steelwork ComplianceSystem 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).4. Refer to Schedule of Witness and Hold Points for relevant
items.
5. Abbreviations used are as follows:
6. Provide upward camber to beams where shown. Pre-cambersmay be achieved by pre-setting subject to approval from theEngineer.
7. Stability of the structure during construction is the Builder'sresponsibility. Provide any temporary bracing that may berequired for this purpose.
8. Use the following grades of steel, UNO:
9. Unless noted otherwise all bolts shall be M16 Grade 8.8/S. Noconnection shall have less than 2 bolts. Bolt designation is asfollows :
10. TB and TF bolts to be installed using an approved directtension indication device such as "Hobson Squirter Washers".
11. Where slotted holes are specified, bolts are to be at midlength of slot at completion of erection.
12. All welds shall be Category SP UNO. All welds shall be 6mmcontinuous fillet using E48XX electrodes UNO. Butt weldsshall be complete penetration butt welds to AS 1554.
13. The extent of non-destructive weld examination shall be asshown in the table below. Visual scanning, visual examination,and radiographic or ultrasonic examination shall be inaccordance with AS/NZS 1554.1, AS 2177.1, and AS 2207 asappropriate.
14. All plates including but not limited to cap, base and gussetplates 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 membersUNO.
17. Where supported by masonry or concrete provide 190minimum bearing length at each end of all beams and 150 atlintels UNO.
18. Use non-shrink grout with a minimum compressive strength of30MPa, tightly packed under all bearings and base plates.
19. Concrete encasement shall have a strength of 25 MPa and 65cover or adequate to suit fire rating or exposure conditions andshall 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 rodsor similar so that bracing is straight.
23. All proprietary chemical and mechanical anchors are to beinstalled at spacings, edge distances and depths as indicatedon the drawings. Installation shall be in accordance withmanufacturer's recommendations including drilling method,hole diameter, cleaning, curing, and tightening.
24. Anchor bolts shall not clash with post-tensioned tendons oranchors.
CORROSION PROTECTION1. Surface preparation and corrosion protection of the steelwork
is to be provided to satisfy the following atmosphericcorrosivity categories and years to first maintenance inaccordance with AS/NZS 2312.1 and/or 2312.2
2. Steelwork in an internal environment subject to crossventilation of outside air is to be classified as being in anexternal environment.
3. Steelwork built into an external masonry single skin wall, oreither skin of an external masonry cavity wall or masonryveneer wall, is to be classified as being in an externalenvironment
4. Surface preparation and application procedures are to be inaccordance with AS/NZS 2312.1, 2312.2 and the supplier'sspecification.
5. Provide bolts in the completed structure with equivalentcorrosion protection as for the steel members they connect.
6. In addition to the finish specified any steelwork in contact withthe ground is to be coated with a bitumen paint to a minimumdry film thickness of 0.4mm, to 100mm above ground levelUNO.
7. When galvanising hollow sections of steelwork provision foradequate venting and draining shall be made during thegalvanising process in accordance with galvaniser'srequirements and AS/NZS 4680. The location and size ofholes should be shown on the fabrication shop drawings forreview by the Structural Engineer. Venting holes in externaland/or architecturally exposed members are to be suitablyplugged and sealed prior to the steel arriving on site.
8. Refer to the Architectural specifications for top coat finishesand colours. All corrosion protection coatings are to becompatible with any applied finishes and top coats, includingany fire rated coatings.
9. Any coating repairs shall be undertaken to provide the samelevel of protection as the original surface treatment.
TYPE OF WELDAND CATEGORY
ELEMENT EXTENT (% of total
length of weld type)
Fillet welds, SP Visual scanning 100%
Visual examination 50%
Fillet welds, GP Visual scanning 100%
Visual examination 25%
Butt welds, SP Visual scanning 100%
Visual examination 50%
Radiographic orultrasonic inspection
10%
Butt welds, GP Visual scanning 100%
Visual examination 25%
PL. - PlateUB - Universal BeamUC - Universal ColumnPFC - Parallel Flange ChannelEA - Equal AngleUA - Unequal AngleLLH - Long Leg HorizontalLLV - Long Leg Vertical
B.W. - Butt WeldF.W. - Fillet WeldCHS - Circular Hollow SectionRHS - Rectangular Hollow
SectionSHS - Square Hollow SectionWB - Welded BeamWC - Welded Column
BOLT TYPE COMMENTS
4.6/S Commercial bolts of grade 4.6 to AS 1111 snugtightened to AS 4100.
8.8/S High strength structural bolts of grade 8.8 toAS 1252 snug tightened to AS 4100.
8.8/TB High strength structural bolts of grade 8.8 toAS 1252 fully tensioned to AS 4100 as a bearingjoint.
8.8/TF High strength structural bolts of grade 8.8 toAS 1252 fully tensioned to AS 4100 as a frictionjoint 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 risksrelated to the structural design. TLB Engineers has a carriedout a safe design risk assessment and has identifiedhazards considered to be atypical and / or unique for thisproject.
2. TLB Engineers may have identified hazards in each of thefollowing stages in the lifecycle of the structure and whereappropriate may have provided recommendations tomitigate the residual risks:-
2.1. Design for Use - Any Use hazards identified are taggedon the drawings as UH#
2.2. Design for Construction - Any Construction hazardsidentified are tagged on the drawings as CH#
2.3. Design for Maintenance - Any Maintenance hazardsidentified are tagged on the drawings as MH#
2.4. Design for Demolition - Any Demolition hazardsidentified 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 ownsafety in design review, and do not relieve any other party oftheir obligations and responsibilities under the Work Healthand Safety Act.
CH# - Design for Construction1. Provide drainage system and water proof membrane (by
others) for all planter areas.
2. Do not fill slab with soil (300mm deep max) before allstructural elements have been constructed.
3. Flashing and weep holes are to be constructed (by others) inbrick walls to prevent water ingress.
4. Pool is to be designed as out of ground suspended pool onpiers as no water surcharge loads have been allowed in thebasement wall/ retaining wall design.
MH# - Design for Maintenance1. Check for blockages in pipes on roof.2. Clean spoon drain regularly.
DH# - Design for Demolition1. 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) beforedemolishing 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 reviewprior to fabrication
CONSTRUCTION RECORDS
Description Witness Point Hold Point
Third Party Certification forthe following items:- structural steel- reinforcement- structural bolt
Submit beforeordering materials.
Concrete mixcharacteristic shrinkage.
Submit prior todelivery to site.
Concrete test certificatesfor strength and slump.
Submitprogressively.
Submit oncompletion.
SITE REVIEW - (PROVIDE MIN. 24 HOURS NOTICE)
Description Witness Point Hold Point
Founding material forstrip, pad, and bored pierfootings.
Site approval byGeotechnicalEngineer.
Reinforcement forreinforced concrete andshotcrete elements. Leaveone face of rectangularcolumns and walls open.
Site review andapproval.
Reinforcement forreinforced masonryelements. Leave clean outblocks open.
Site review andapproval.
Completed structural steel,framing including groutingof base plates &tightening of bolts. Do notcover until approved.
Site review andapproval.
Scales
Sheet Size Dwg. No.
Rev. No.
Project No.
20mm 100mm60mm40mm 80mm0
14325Director
A1
ARCHITECTMOSCHATOS 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 [email protected]
ABN 94 074 717 892
TLB Quality Control : Project Level
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
NEW HOUSEAT 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
1S11
2S11
3S11
4S11
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
P2RC1
P2RC2
P2RC3
P1RC4
P2RC6
P2RC5
SF2
BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
RW2/BW1
BW1/RW1
5S11
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
1200
290
*
290
*
12N16 +
N12.200 TIES
10N16 +
N12.200 TIES
900
290
*
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
5050
50
FABRIC
CROSSWIRE.
STOP REINF'T
AT JOINT.
TOOLED JOINT. FILL WITH
APPROVED SEALANT FOR
EXTERNAL SLABS.
CONTRACTION JOINT.
PAINT FIRST POUR
WITH BITUMEN.
SCALE 1:10
SCALE 1:10SCALE 1:10
SCALE 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 1:10
SCALE 1:10SCALE 1:10
SCALE 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
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/2
016 2
:19:21 PM
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
MOSCHATOS ARCHITECTS
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
BW3BW3
BW1/RW1
BW3
RW2/BW
1
BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
BW1/RW1
RW2/BW
1BW3
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
S2 120 40MPa LAY SL 72 FABRIC 45 50 30
S3 130 40MPa LAY SL 92 FABRIC 45 50 40
S4 150 40MPa LAY SL 92 FABRIC 45 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.
DEP
TH
.
650 FOR N16
850 FOR N20
1000 FOR N24
1150 FOR N28
1300 FOR N32
1500 FOR N36
COG REINF'T
300 E.E.
ON P
LAN
200
UNO.
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 SCHEDULEHEIGHT 'H' WIDTH 'W'
1200 11001800 15002400 1800
'X' BARS
N12.400N16.400N16.400
3000 2300 N16.400
'Y' BARS
NILNILN16.400N16.200
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' (3400
MAX.)
1800
MAX.
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
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/20
16 1:14:14 P
M
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
1 : 20 1
Director : S. Christoforidis
FOOTING + BASEMENT DETAILSFOOTING + BASEMENT DETAILSFOOTING + BASEMENT DETAILSFOOTING + BASEMENT DETAILS
14325143251432514325
S11S11S11S11
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
S10
SCALE 1 : 20
2S10
SCALE 1 : 20
1S10
SCALE 1 : 20
3S10
SCALE 1 : 20
4
S10
SCALE 1 : 20
5
SCALE 1 : 20
TYPICAL DETAIL RW2TYPICAL DETAIL RW2TYPICAL DETAIL RW2TYPICAL DETAIL RW2
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC
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.
15040
40
150
200
150
150
150
500
400
110
110
15040
40
150
200
150
150
150
500
400
110
110
250250250250
200200200200
150150150150
200200200200
260260260260
260260260260
2S21
3S21
5S21
7S21
1S21
BW3
BW3
BW3
BW3
BW3
BW3 BW3
BW3 BW3
BW3
BS21
CJ
RC7
RC8
SC
SC
SC SCSCSC
AS21
RC1 RC2RC3
RC5
RC6
RC4
BW2/
RW2
BW2
CJ
6S21
POOL SLAB + COPING BY OTHERS
[ TO BE FOUNDED ON ROCK AND WALLS
TO BE DESIGNED AS FREE STANDING CANTILEVERS RETAINING WALLS]
200200200200
S3S3S3S3
8S21
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
4S21
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
200
MIN.800 MIN
B/W TO ARCHIITECT'S SPEC.
100 MAX.100 MAX SLAB EDGE
16-200 E.F. +
N12.200 TIES
200 MIN.
100 M
AX.
100 M
AX
800
MIN.
B/W
TO A
RCHITEC
T'S S
PEC
.
SLAB EDGE B/W TO BE TIED TO CONCRETE COLUMNS UNO (TYP)
0 20mm 40mm 60mm 80mm 100mm
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/
2016 2
:05:18 P
M
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
GROUND FLOOR MARKING PLANGROUND FLOOR MARKING PLANGROUND FLOOR MARKING PLANGROUND FLOOR MARKING PLAN
14325143251432514325
S20S20S20S20
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
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 LEVELSCALE 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"
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC
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)
150
400
400
150
150
CJ
MAX S
OIL
300
BW2
BW1 BW1
300100
120170
350
900
250
200200
630
MAX S
OIL
600
GROUND FLOOR
BW1
300
5003
00
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
MAX S
OIL
300
MIN. DEP
TH
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
20190
170
100190
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.)
300
400
600
WALL TO BE WATERPROOF BY OTHERS
N16.400 START
60 COVER
280
0 MAX.
170
500
50
200 200
250
MAX S
OIL
300
N16.200 E.F.
N12.300
TIES
6N16 TOP &BTM
N12.300 TIES
4N16 TOP
0 20mm 40mm 60mm 80mm 100mm
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/
2016 2
:07:33
PM
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
GROUND FLOOR DETAILSGROUND FLOOR DETAILSGROUND FLOOR DETAILSGROUND FLOOR DETAILS
14325143251432514325
S21S21S21S21
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
S20
SCALE 1 : 20
1S20
SCALE 1 : 20
2S20
SCALE 1 : 20
3
S20
SCALE 1 : 20
5S20
SCALE 1 : 20
6S20
SCALE 1 : 20
7
S20
SCALE 1 : 20
AS20
SCALE 1 : 20
BS20
SCALE 1 : 20
8
BW2
BW1BW1 / RW1
BW2
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC
N16.200 E.F.
7N16 TOP & BTM.
+N12.300 TIES
N12.300 TIES
SL92 TOP & BTM.
S20
SCALE 1 : 20
4
& 4' SIMILAR
K
K
8N24
4
N
2
0
K
KK
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
7
N
1
6
K
K
8N24
4
N
2
0
K
KK
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
7
N
1
6
K
8N28
4
N
2
0
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
7
N
1
6
K
8N28
4
N
2
0
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
7
N
1
6
2N16
E.W. &
E.S. OF
VOID
BAR LAYING
BAR LAYINGBAR LAYING
BAR LAYING
SEQUENCE UNO.
SEQUENCE UNO.SEQUENCE UNO.
SEQUENCE UNO.
LAY 2ND
L
A
Y
1
S
T
N16.EXTRA
2N16 EXTRA E.W UNDER STEEL COLUMN - TYP.
2N16
N16.EXTRA
2N16 EXTRA E.W. UNDER STEEL COLUMN- TYP.
T2
T1 T3
0 20mm 40mm 60mm 80mm 100mm
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/2
016 1:14:16
PM
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
GGGGRRRROOOOUUUUNNNNDDDD FFFFLLLLOOOOOOOORRRR RRRREEEEIIIINNNNFFFFOOOORRRRCCCCEEEEMMMMEEEENNNNTTTT PPPPLLLLAAAANNNNSSSS
14325143251432514325
S22S22S22S22
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
SCALE 1 : 100
PLAN ON GROUND FLOOR TOP REINFORCEMENTPLAN ON GROUND FLOOR TOP REINFORCEMENTPLAN ON GROUND FLOOR TOP REINFORCEMENTPLAN ON GROUND FLOOR TOP REINFORCEMENTSCALE 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 REINFORCEMENT
SLAB REINFORCEMENTSLAB REINFORCEMENT
SLAB REINFORCEMENT
SCHEDULE
SCHEDULESCHEDULE
SCHEDULE
T1
T2
T3
TIE SCHEDULE
N12.300 TIES IN
THREES
N12.300 TIES IN
THREES
N12.300 TIES
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC
40
85
85
85
40
40
85
215215215215
215215215215
215215215215
260260260260
260260260260
1S25
2S25
260260260260
3S25
SC
SCSCSC SC
SC
H
H
H
H
HH
H
H
H
H
H
H
H
H
5S25
UNDE
R
UNDE
R
SCOV
ER
RC7
RC8
6S25
4S25
FIRST FLOORH
215
2N16 TOP. (TYP)
N12.300 TIES (TYP)
385 85
N16 EXTRA - TYP
215300
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.
YS25
16 BASE PL.
REC
ESS
60
GROUND FLOOR2N16 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. ED
GE
80
180
SLAB
EDGE
MIN.
33
MIN. EG
DE
80
'SC'
150
250
150
150
150
180
0 20mm 40mm 60mm 80mm 100mm
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/
2016 2
:04:27
PM
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
FIRST FLOOR MARKING PLAN ANDFIRST FLOOR MARKING PLAN ANDFIRST FLOOR MARKING PLAN ANDFIRST FLOOR MARKING PLAN AND
DETAILSDETAILSDETAILSDETAILS
14325143251432514325
S25S25S25S25
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
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
1S25
SCALE 1 : 20
2S25
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
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC
SCALE 1:10
SECTION Y
K
K
K
K
K
K
K
K
K
K
KK K
K K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
KK K
K K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
2N16
N16.EXTRA
2N16
2N16
BAR LAYING
BAR LAYINGBAR LAYING
BAR LAYING
SEQUENCE UNO.
SEQUENCE UNO.SEQUENCE UNO.
SEQUENCE UNO.
LAY 2ND
L
A
Y
1
S
T
N16.EXTRA
0 20mm 40mm 60mm 80mm 100mm
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/2
016 1:14:16
PM
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
1 : 100 1
Director : S. Christoforidis
FFFFIIIIRRRRSSSSTTTT FFFFLLLLOOOOOOOORRRR RRRREEEEIIIINNNNFFFFOOOORRRRCCCCEEEEMMMMEEEENNNNTTTT PPPPLLLLAAAANNNNSSSS
14325143251432514325
S26S26S26S26
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
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
SLAB REINFORCEMENT
SLAB REINFORCEMENTSLAB REINFORCEMENT
SLAB REINFORCEMENT
SCHEDULE
SCHEDULESCHEDULE
SCHEDULE
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
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC
N12.200
BAR 'A'
N12.200
N12.450
N12.200
150
BAR 'A'
BAR 'C'
N12.450
MID FLIGHTSMID FLIGHTSMID FLIGHTSMID FLIGHTSSCALE 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 FLIGHTSSCALE 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 FLIGHTSSCALE 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
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/2
016 1:14:16
PM
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
1 : 20 1
Director : S. Christoforidis
STAIR DETAILSSTAIR DETAILSSTAIR DETAILSSTAIR DETAILS
14325143251432514325
S27S27S27S27
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC
1S30
2S30
3S30
SC
SC
SCSCSC
H
H
H
H
HH
H
H
H
H
H
H
H
HH
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
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/2
016 1:14:16
PM
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
ROOF MARKING PLAN & DETAILSROOF MARKING PLAN & DETAILSROOF MARKING PLAN & DETAILSROOF MARKING PLAN & DETAILS
14325143251432514325
S30S30S30S30
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
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
1S30
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
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC
3' SIMILAR UNO
D
D
D
D
D
DD D
D
D
D
D
D
D
D
D D
D
D
D
D
D
D
D
D
D
BAR LAYING
BAR LAYINGBAR LAYING
BAR LAYING
SEQUENCE UNO.
SEQUENCE UNO.SEQUENCE UNO.
SEQUENCE UNO.
LAY 2ND
L
A
Y
1
S
T
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 REINFORCEMENT
SLAB REINFORCEMENTSLAB REINFORCEMENT
SLAB REINFORCEMENT
SCHEDULE
SCHEDULESCHEDULE
SCHEDULE
0 20mm 40mm 60mm 80mm 100mm
THIS DRAWING IS COPYRIGHT AND THE PROPERTY OF TLB
ENGINEERS AND MUST NOT BE RETAINED, COPIED OR USED
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
www.tlbengineers.com
ABN 94 074 717 892
TAYLOR LAUDER BERSTEN PTY. LTD.
CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS
FOR CONSTRUCTION
REFER TO DWG. No. S1 FOR CONSTRUCTION NOTES.
9/30/2
016 1:14:17
PM
NEW HOUSE NEW HOUSE NEW HOUSE NEW 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
1 : 100 1
Director : S. Christoforidis
ROOF REINFORCEMENT PLANSROOF REINFORCEMENT PLANSROOF REINFORCEMENT PLANSROOF REINFORCEMENT PLANS
14325143251432514325
S31S31S31S31
ARCHITECT
MOSCHATOS ARCHITECTS
TEL : (02) 9716 8680
TLB Quality Control : Project Level 1
SCALE 1 : 100
PLAN ON ROOF BOTTOM REINFORCEMENTPLAN ON ROOF BOTTOM REINFORCEMENTPLAN ON ROOF BOTTOM REINFORCEMENTPLAN ON ROOF BOTTOM REINFORCEMENTSCALE 1 : 100
PLAN ON ROOF TOP REINFORCEMENTPLAN ON ROOF TOP REINFORCEMENTPLAN ON ROOF TOP REINFORCEMENTPLAN ON ROOF TOP REINFORCEMENT
Rev. Date Description Drawn Design
1 30.09.16 CONSTRUCTION ISSUE YR SC