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


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.


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.


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

AutoCAD SHX Text

1

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%


Butt welds, SP Visual scanning 100%


Radiographic orultrasonic inspection

10%

Butt welds, GP Visual scanning 100%


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


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)


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.


Completed structural steel,framing including groutingof base plates &tightening of bolts. Do notcover until approved.


Scales

Sheet Size Dwg. No.

Rev. No.

Project No.

20mm 100mm60mm40mm 80mm0

14325Director

A1

ARCHITECTMOSCHATOS ARCHITECTS

TEL : (02) 9716 8680



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


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



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

[email protected]

www.tlbengineers.com

ABN 94 074 717 892

TAYLOR LAUDER BERSTEN PTY. LTD.

CONSULTING STRUCTURAL, CIVIL & MARITIME ENGINEERS

FOR CONSTRUCTION


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




*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




Scales

Sheet Size A1

Project No.

Dwg. No.

Rev. No.



TEL. (02) 9409 3300

FAX. (02) 9929 6667

[email protected]


ABN 94 074 717 892



FOR CONSTRUCTION


9/30/20

16 1:14:14 P

M




1 : 20 1


FOOTING + BASEMENT DETAILSFOOTING + BASEMENT DETAILSFOOTING + BASEMENT DETAILSFOOTING + BASEMENT DETAILS

14325143251432514325

S11S11S11S11

ARCHITECT


TEL : (02) 9716 8680


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



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




Scales

Sheet Size A1

Project No.

Dwg. No.

Rev. No.



TEL. (02) 9409 3300

FAX. (02) 9929 6667

[email protected]


ABN 94 074 717 892



FOR CONSTRUCTION


9/30/

2016 2

:05:18 P

M




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 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"



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




Scales

Sheet Size A1

Project No.

Dwg. No.

Rev. No.



TEL. (02) 9409 3300

FAX. (02) 9929 6667

[email protected]


ABN 94 074 717 892



FOR CONSTRUCTION


9/30/

2016 2

:07:33

PM




As indicated 1


GROUND FLOOR DETAILSGROUND FLOOR DETAILSGROUND FLOOR DETAILSGROUND FLOOR DETAILS

14325143251432514325

S21S21S21S21

ARCHITECT


TEL : (02) 9716 8680


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



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




Scales

Sheet Size A1

Project No.

Dwg. No.

Rev. No.



TEL. (02) 9409 3300

FAX. (02) 9929 6667

[email protected]


ABN 94 074 717 892



FOR CONSTRUCTION


9/30/2

016 1:14:16

PM




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 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



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




Scales

Sheet Size A1

Project No.

Dwg. No.

Rev. No.



TEL. (02) 9409 3300

FAX. (02) 9929 6667

[email protected]


ABN 94 074 717 892



FOR CONSTRUCTION


9/30/

2016 2

:04:27

PM




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

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



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 LAYING

SEQUENCE UNO.


SEQUENCE UNO.

LAY 2ND

L

A

Y

1

S

T

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

[email protected]


ABN 94 074 717 892



FOR CONSTRUCTION


9/30/2

016 1:14:16

PM




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

SLAB 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



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




Scales

Sheet Size A1

Project No.

Dwg. No.

Rev. No.



TEL. (02) 9409 3300

FAX. (02) 9929 6667

[email protected]


ABN 94 074 717 892



FOR CONSTRUCTION


9/30/2

016 1:14:16

PM




1 : 20 1


STAIR DETAILSSTAIR DETAILSSTAIR DETAILSSTAIR DETAILS

14325143251432514325

S27S27S27S27

ARCHITECT


TEL : (02) 9716 8680




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




Scales

Sheet Size A1

Project No.

Dwg. No.

Rev. No.



TEL. (02) 9409 3300

FAX. (02) 9929 6667

[email protected]


ABN 94 074 717 892



FOR CONSTRUCTION


9/30/2

016 1:14:16

PM




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

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



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 LAYING

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 REINFORCEMENT

SCHEDULE

SCHEDULESCHEDULE

SCHEDULE

0 20mm 40mm 60mm 80mm 100mm




Scales

Sheet Size A1

Project No.

Dwg. No.

Rev. No.



TEL. (02) 9409 3300

FAX. (02) 9929 6667

[email protected]


ABN 94 074 717 892



FOR CONSTRUCTION


9/30/2

016 1:14:17

PM




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 REINFORCEMENTSCALE 1 : 100

PLAN ON ROOF TOP REINFORCEMENTPLAN ON ROOF TOP REINFORCEMENTPLAN ON ROOF TOP REINFORCEMENTPLAN ON ROOF TOP REINFORCEMENT



14325 connels house drafting (1)

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Transcript of 14325 connels house drafting (1)