GENERAL STRUCTURAL DRAWINGS - strathfield.nsw.gov.au · waffle slab, pad & strip footings-piles 300...
Transcript of GENERAL STRUCTURAL DRAWINGS - strathfield.nsw.gov.au · waffle slab, pad & strip footings-piles 300...
TECHNICAL SPECIFICATIONS OR SPECIFIC INSTRUCTIONS ONDRAWINGS TAKE PRECEDENCE OVER THESE NOTES.
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALLARCHITECTURAL AND OTHER CONSULTANTS' DRAWINGS ANDSPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS ASMAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANYDISCREPANCY SHALL BE REFERRED TO THE ENGINEER BEFOREPROCEEDING WITH THE WORK. CONSTRUCTION FROM THESEDRAWINGS, AND THEIR ASSOCIATED CONSULTANTS' DRAWINGS, ISNOT TO COMMENCE UNTIL APPROVED BY THE LOCAL AUTHORITIES.
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITHTHE RELEVANT AND CURRENT STANDARDS AUSTRALIA CODES ANDWITH BY BY-LAWS AND ORDINANCES OF THE RELEVANT BUILDINGAUTHORITIES EXCEPT WHERE VARIED BY THE PROJECT SPECIFICATION.
DURING CONSTRUCTION THE STRUCTURE, AND ANY ASSOCIATEDEXCAVATIONS, SHALL BE MAINTAINED IN A STABLE CONDITION AND NOPART SHALL BE OVERSTRESSED. TEMPORARY BRACING SHALL BEPROVIDED BY THE BUILDER TO KEEP THE WORKS AND EXCAVATIONSSTABLE AT ALL TIMES.
UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE IN MILLIMETRES(mm) AND ALL LEVELS ARE IN METRES (m) TO AUSTRALIAN HEIGHTDATUM (AHD).
ALL ABBREVIATIONS ARE IN ACCORDANCE WITH AS 1100. ADDITIONALABBREVIATIONS USED ARE AS FOLLOWS:
NSOPNSOEUNOU/SGLFFL
NOT SHOWN ON PLANNOT SHOWN ON ELEVATIONUNLESS NOTED OTHERWISEUNDERSIDEGROUND LINEFINISHED FLOOR LEVEL
1.01
1.02
1.03
1.04
1.05
1.06
1.07
ALL DIMENSIONS SHOWN SHALL BE VERIFIED BY THE BUILDER ON SITE.ENGINEER'S DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.
GENERAL
R
LIVE LOADS ARE IN ACCORDANCE WITH AS 1170.1.2.02
WIND LOADS ARE IN ACCORDANCE WITH AS 1170.2-2002 AS FOLLOWS:
REGIONAL WIND SPEED: V = 46 m/s
ANNUAL PROBABILITY OF EXCEEDANCE = 1:1000
REGION: A2
TERRAIN CATEGORY: 3
THE CONCRETE ELEMENTS HAVE BEEN DESIGNED FOR THEFOLLOWING EXPOSURE CLASSIFICATIONS IN ACCORDANCE WITH AS3600.
CLASSIFICATIONELEMENT
SUPERIMPOSED DEADLOADS (kPa)
LIVE LOAD (kPa)
B1A1
EXTERIOR CONCRETEINTERNAL CONCRETE
2.03
2.04
5.0 FOUNDATIONSFOUNDATIONS HAVE BEEN DESIGNED FOR THE FOLLOWINGALLOWABLE PRESSURES:
5.01
ELEMENTBEARING PRESSURE
(kPa)SHAFT ADHESION
(kPa)
THE FOUNDATION MATERIAL SHALL BE APPROVED BY THEGEOTECHNICAL ENGINEER FOR THIS BEARING CAPACITY BEFOREPLACING ANY MEMBRANE, REINFORCEMENT OR CONCRETE. WHERENECESSARY, THE FOOTING DESIGN MAY BE ALTERED.
THE BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING ANYEXCAVATIONS IN A STABLE CONDITION WITHOUT ADVERSELYAFFECTING SURROUNDING PROPERTIES INCLUDING SERVICES. THISINCLUDES OBTAINING ALL NECESSARY APPROVALS FOR SHORING ANDANCHORING SYSTEMS.
5.02
5.04
5.05 FOOTINGS SHALL BE LOCATED CENTRALLY UNDER WALLS ANDCOLUMNS UNLESS NOTED OTHERWISE.
5.06
5.07
FOOTINGS NEAR BOUNDARIES MUST NOT BE LOCATED HIGHER ORLOWER THAN FOOTINGS OF ADJACENT PROPERTIES UNLESSAPPROVED.
WHERE FOOTINGS ARE OVER-EXCAVATED, FILL OVER-EXCAVATEDAREAS WITH BLINDING CONCRETE GRADE SAME AS FOOTING TO AMINIMUM THICKNESS OF 50mm.
5.08 KEEP FOOTINGS CLEAN AND FREE OF LOOSE MATERIAL BEFOREINSPECTION, IMMEDIATELY PRIOR TO POURING OF CONCRETE, ANDDURING POURING.
5.09 DO NOT EXCEED A RISE OF 1000mm IN A RUN OF 3000mm FOR THE LINEOF SLOPE BETWEEN ADJACENT FOOTINGS OR EXCAVATIONS.
5.10 DO NOT BACKFILL RETAINING WALLS (OTHER THAN CANTILEVER WALLS)UNTIL FLOOR CONSTRUCTION AT TOP AND BOTTOM IS COMPLETED.ENSURE FREE DRAINING BACKFILL AND DRAINAGE IS IN PLACE.
5.11 FOOTINGS ARE TO BE CONSTRUCTED AND BACKFILLED AS SOON ASPOSSIBLE FOLLOWING EXCAVATION TO AVOID SOFTENING OR DRYINGOUT BY EXPOSURE.
150WAFFLE SLAB, PAD &STRIP FOOTINGS
-
PILES 300 25
SITE CLASSIFICATION IS ASSUMED CLASS 'M' IN ACCORDANCE WITHAS2870. THIS IS TO BE CONFIRMED ON SITE AFTER EXCAVATION HASTAKEN PLACE.
5.03
REMOVE ALL TOP SOIL INCLUDING ROOTS AND ANY OTHER ORGANICMATTER. STORE TOP SOIL AS REQUIRED.
4.01
WHERE SHOWN ON THE DRAWINGS, BASE AND SAND BLINDING ARE TOBE PLACED AND COMPACTED AS SPECIFIED.
EXCAVATE TO THE REQUIRED FORMATION LEVEL AND PROOF ROLLFORMATION WITH 6 PASSES OF A 10 TONNE SMOOTH WHEELEDROLLER. SOFT AREAS ARE TO BE REMOVED AND REPLACED WITHSUITABLE FILL COMPACTED TO THE DENSITY NOMINATED BELOW.
CONTROLLED FILL MATERIAL SHALL MEET THE REQUIREMENTS OF THEGEOTECHNICAL REPORT. PLACE IN MAXIMUM 150mm THICK LAYERS TO98% STANDARD COMPACTION IN ACCORDANCE WITH AS 1289-E1.1MAXIMUM DEPTH OF FILL IS TO BE 400mm FOR COHESIVE FILL AND800mm FOR GRANULAR FILL.
CLAY SUBGRADE FORMATION IS TO BE MAINTAINED AT OPTIMUMMOISTURE CONTENT -0,+3% PRIOR TO COVERING.
4.05
4.04
4.03
4.02
4.0 SLAB ON GRADE
CONCRETE MIX DESIGNS TO BE SUBMITTED FOR REVIEW PRIOR TO USEOF CONCRETE.
ENSURE CLEAR COVER TO REINFORCEMENT IS AS FOLLOWS UNLESSDETAILED OTHERWISE.
6.04
6.05
CONCRETE SIZES SHOWN DO NOT INCLUDE THICKNESSES OF APPLIEDFINISHES.
6.06
DEPTHS OF BEAMS ARE GIVEN FIRST AND INCLUDE SLAB THICKNESS.6.07
6.08 FOR CHAMFERS, DRIP GROOVES, REGLETS, ETC., REFER TOARCHITECTURAL DETAILS. MAINTAIN COVER TO REINFORCEMENT ATTHESE DETAILS.
6.09 NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSESHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MADE INCONCRETE MEMBERS WITHOUT THE PRIOR WRITTEN APPROVAL OFTHE ENGINEER.
6.10 CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED TOTHE APPROVAL OF THE ENGINEER.
6.11 THE FINISHED CONCRETE SHALL BE A DENSE HOMOGENEOUS MASS,COMPLETELY FILLING THE FORMWORK THOROUGHLY EMBEDDING THEREINFORCEMENT AND FREE OF STONE POCKETS. ALL CONCRETEINCLUDING SLABS ON GROUND AND FOOTINGS SHALL BE COMPACTEDWITH MECHANICAL VIBRATORS.
6.12 CURING OF ALL CONCRETE IS TO BE ACHIEVED BY KEEPING SURFACESCONTINUOUSLY WET FOR A PERIOD OF 3 DAYS, AND PREVENTION OFLOSS OF MOISTURE FOR A TOTAL OF 7 DAYS FOLLOWED BY AGRADUAL DRYING OUT. APPROVED SPRAYED ON CURING COMPOUNDSTHAT COMPLY WITH AS 3799 MAY BE USED WHERE FLOOR FINISHESWILL NOT BE AFFECTED (REFER MANUFACTURER'S SPECIFICATION).POLYTHENE SHEETING OR WET HESSIAN MAY BE USED TO RETAINCONCRETE MOISTURE WHERE PROTECTED FROM WIND AND TRAFFIC.
COVER (mm)
ELEMENT FORMED -EXPOSED TO
WEATHER (B1)
FORMED - NOTEXPOSED TOWEATHER (A1)
NOT FORMED -CAST AGAINST
GROUND
FOOTINGS & PILESSLABS ON GROUND(TOP COVER)
-
40
-
20
50
-
3.0 BULK EARTHWORKSALL EXCAVATION WORK TO BE CARRIED OUT TO THE SATISFACTION OFTHE GEOTECHNICAL CONSULTANT INCLUDING INSPECTION OFSTRIPPING, APPROVAL OF FILL MATERIAL AND APPROVAL OFCOMPACTION.
REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION CONDITIONS,INCLUDING NATURAL WATER LEVELS AND GROUND CONDITIONS.
REFER TO SURVEY DRAWINGS FOR EXISTING SERVICES AND LEVELS.
ALL LEVELS SHOWN ARE TO AUSTRALIAN HEIGHT DATUM.
V.R.C. INDICATES VERTICAL ROCK CUT, ROCK TO BE CUT NEARVERTICAL FROM LOWER BENCH AT 90° TO 95° WITH HORIZON UNLESSNOTED OTHERWISE.
OVERBURDEN OCCURRING ABOVE ROCK SHALL BE BATTERED BACK AT2:1 AS REQUIRED.
SITE SURFACE CONTOURS SHOWN ARE INDICATIVE ONLY. FOR TRUESURFACE LEVELS REFER SURVEY DRAWINGS.
3.07
3.06
3.05
3.04
3.03
3.02
3.01
THE STRUCTURAL COMPONENTS DETAILED ON THESE DRAWINGS HAVEBEEN DESIGNED IN ACCORDANCE WITH THE RELEVANT STANDARDSAUSTRALIA CODES AND LOCAL GOVERNMENT ORDINANCES FOR THEFOLLOWING LOADINGS. REFER TO ARCHITECTURAL DRAWINGS FORPROPOSED FLOOR USAGE.
2.01
2.0 DESIGN DATA
- INTERNAL 1.5
- WET AREAS
- BALCONIES
1.5
FLOOR USAGE
2.0
6.0 CONCRETEALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITHAS 3600 CURRENT EDITION WITH AMENDMENTS, EXCEPT WHEREVARIED BY THE CONTRACT DOCUMENTS.
PRE-MIXED CONCRETE SUPPLY SHALL COMPLY WITH AS 1379.
6.01
6.02
NO ADMIXTURES SHALL BE USED IN CONCRETE UNLESS APPROVED INWRITING.
6.03
RESIDENTIAL
0.50
1.00
0.50
5.12 FOR FOOTINGS FOUNDED ON CONTROLLED FILL, REFER TO NOTE 4.04.
15 M
ELV
ILLE
AV
ES
TRA
THFI
ELD
NS
W 2
135
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
GENERAL NOTES SHEET 1
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S01
15/07/1615/07/16
STR
UC
TUR
AL
DR
AW
ING
S
7.0 REINFORCEMENTREINFORCEMENTS SYMBOLS:
NUMBER OF BARS IN GROUP BAR GRADE AND TYPE
17N20 - 250
BAR SPACING IN mmNOMINAL BAR SIZE IN mm
THE FIGURES FOLLOWING THE FABRIC SYMBOL IS THE REFERENCENUMBER FOR FABRIC TO AS 4671
ALL REINFORCEMENT SHALL BE FIRMLY SUPPORTED ON MILD STEELPLASTIC TIPPED CHAIRS, PLASTIC CHAIRS OR CONCRETE CHAIRS ATNOT GREATER THAN 1 METRE CENTRES BOTH WAYS. BARS SHALL BETIED AT ALTERNATE INTERSECTIONS. IN EXPOSURE CONDITIONSGREATER THAN B1 USE ONLY PLASTIC CHAIRS.
REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOTNECESSARILY IN TRUE PROJECTION.
SLAB REINFORCEMENT SHALL EXTEND AT LEAST 75mm ONTO MASONRYSUPPORT WALLS AND 50 PERCENT OF BOTTOM REINFORCEMENTSHALL BE COGGED TO ACHIEVE ANCHORAGE AT SIMPLY SUPPORTEDENDS.
SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN POSITIONSSHOWN OR OTHERWISE APPROVED IN WRITING BY THE ENGINEER.LAPS SHALL BE IN ACCORDANCE THE FOLLOWING:
7.01
7.02
7.03
7.04
7.05
FABRIC SHALL BE LAPPED SUCH THAT THE TWO OUTERMOST WIRES OFONE SHEET OVERLAP THE TWO OUTERMOST WIRES OF THE OTHERSHEET BY 25mm MINIMUM.
A MAXIMUM OF THREE SHEETS OF FABRIC SHALL BE LAPPED AT ANY POINT.
S
NSL & RL
RWDW
DENOTES GRADE 250 S HOT ROLLED DEFORMED BARS TOAS 4671DENOTES GRADE D 500 N BARS TO AS 4671 GRADE NDENOTES GRADE 250 HOT ROLLED PLAIN BARS TO AS 4671SQUARE & RECTANGULAR MESH RESPECTIVELYDENOTES GRADE 250 HOT ROLLED PLAIN BARS TO AS 4671DENOTES HARD-DRAWN PLAIN WIRE TO AS 4671DENOTES COLD ROLLED RIBBED WIRE TO A.S 4671
6.0 CONCRETE (CONT.)6.13 CONSTRUCTION SUPPORT PROPPING IS TO BE LEFT IN PLACE WHERE
NEEDED TO AVOID OVERSTRESSING THE STRUCTURE DUE TOCONSTRUCTION LOADING. NO MASONRY OR PARTITION WALLS ARE TOBE CONSTRUCTED ON SUSPENDED LEVELS UNTIL ALL PROPPING ISREMOVED AND THE SLAB HAS ABSORBED ITS DEAD LOAD DEFLECTION.
6.14 THE ENGINEER SHALL BE GIVEN 24 HOURS NOTICE FORREINFORCEMENT INSPECTION AND CONCRETE SHALL NOT BEDELIVERED UNTIL FINAL APPROVAL OBTAINED.
6.15 CONDUITS, PIPES, ETC. SHALL ONLY BE LOCATED IN THE MIDDLE THIRDOF THE SLAB DEPTH. PIPES OR CONDUITS SHALL NOT BE PLACEDWITHIN THE COVER TO REINFORCEMENT.
6.16 SLABS AND BEAMS SHALL BE CONSTRUCTED TO BEAR ONLY ON THEBEAMS, WALLS, COLUMNS, ETC. SHOWN ON THE DRAWINGS. ALLOTHER BUILDING ELEMENTS SHALL BE KEPT 20mm MINIMUM CLEARFROM SOFFITS OF STRUCTURE.
6.19 CONCRETE QUALITY SHOWN IN CONCRETE MIX DESIGN TABLE.
CONCRETE MIX TABLE
9.0 STRUCTURAL STEELWORKALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH AS4100 EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.
UNLESS NOTED OTHERWISE, ALL STEEL SHALL BE IN ACCORDANCEWITH AS 3678 GRADE 250, OR AS 3679 GRADE 300, OR AS 1163 GRADEC350 AS APPROPRIATE.
TWO (2) COPIES OF WORKSHOP FABRICATION DRAWINGS SHALL BESUBMITTED TO THE ENGINEER FOR REVIEW AT LEAST 7 DAYS PRIOR TOCOMMENCEMENT OF FABRICATION. FABRICATION IS NOT TOCOMMENCE WITHOUT ENGINEER'S APPROVAL OF WORKSHOPDRAWINGS. ALL DIMENSIONS AND SETOUTS TO BE OBTAINED FROMARCHITECTURAL DRAWINGS WHERE NOT INDICATED ON STRUCTURALDRAWINGS.
BOLT CATEGORY: COMMENTS
4.6/S
8.8/S
COMMERCIAL BOLTS OF GRADE 4.6 TO AS 1111SNUG TIGHTENEDHIGH STRENGTH STRUCTURAL BOLTS OF GRADE 8.8 TO AS 1252SNUG TIGHTENED
UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE M20 CATEGORY 8.8/S.NO CONNECTION SHALL HAVE LESS THAN 2 BOLTS. ALL BOLTS, NUTSAND WASHERS SHALL BE HOT DIPPED GALVANISED.UNLESS NOTED OTHERWISE, ALL HOLDING DOWN BOLTS SHALL BE M20CATEGORY 4.6/S. ALL BOLTS, NUTS AND WASHERS SHALL BE HOTDIPPED GALVANISED.
FABRICATION SHALL COMPLY WITH AS 4100, SECTION 14.
ERECTION SHALL COMPLY WITH AS 4100, SECTION 15.
UNLESS NOTED OTHERWISE, ALL FILLET WELDS SHALL BE 6mmCONTINUOUS CATEGORY GP USING E41XX ELECTRODES. ALL BUTTWELDS SHALL BE COMPLETE PENETRATION BUTT WELDS CATEGORYSP TO AS 1554.1.UNLESS NOTED OTHERWISE, ALL PURLIN CLEAT WELDS SHALL BE 6mmCONTINUOUS CATEGORY GP USING E41XX ELECTRODES.
PROVIDE SEAL PLATES TO THE ENDS OF ALL HOLLOW SECTIONS, WITH'BREATHER' HOLES IF MEMBERS TO BE HOT DIP GALVANISED.
STRUCTURAL STEELWORK NOT ENCASED IN CONCRETE SHALL HAVETHE FOLLOWING SURFACE TREATMENT IN ACCORDANCE WITH THESPECIFICATION.
THE BUILDER SHALL PROVIDE ALL CLEATS AND DRILL ALL HOLESNECESSARY FOR FIXING STEEL TO STEEL AND TIMBER TO STEELWHETHER OR NOT DETAILED IN THE DRAWINGS.
FREE ALL MEMBERS FROM TWISTS AND DISTORTIONS BEFORE ANDAFTER WELDING.
ALL MEMBERS TO BE IN ONE LENGTH, UNLESS OTHERWISE APPROVED.
ELEMENTSURFACE
PREPARATIONPRIME COAT
THIRDCOAT
SECONDCOAT
9.01
9.02
9.03
9.04
9.07
9.08
9.09
9.10
9.11
9.12
9.13
9.14
9.15
ALL U.N.OABRASIVE
BLASTCLASS 2.5
2 COATS R.O.Z.P(MIN. DRY FILMTHICKNESS TO 75 MICRONS)
REFERARCHITECT
REFERARCHITECT
ALL EXTERNALSTEELWORK
(INCL. LINTELS)
-HOT DIP
GALVANISEDREFER
ARCHITECTREFER
ARCHITECT
8.0 STRUCTURAL MASONRYALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITHAS 3700 CURRENT ADDITION WITH AMENDMENTS AND OTHER RELEVANTCODES.
8.01
8.02
8.03
MORTAR ADMIXTURES SHALL NOT BE USED WITHOUT THE WRITTENAPPROVAL OF THE ENGINEER.
8.04
8.05
NON LOAD BEARING WALLS SHALL BE SEPARATED FROM CONCRETEABOVE BY 25mm GAP. PROVIDE JOINT FILLER TO THE ARCHITECTS'DETAILS.
NO CHASES OR RECESSES ARE PERMITTED IN LOAD BEARINGMASONRY WITHOUT THE APPROVAL OF THE ENGINEER.
REINFORCED BRICKWORK SHALL COMPLY WITH THE FOLLOWING U.N.O.:
(i) FILL ALL BED JOINTS AND PERPENDS WITH MORTAR EXCEPT AT WEEP HOLES.
(ii) PROVIDE CLEAN-OUTS AT BASE OF REINFORCED CORES AND CAVITIES. REMOVE MORTAR PROTRUSIONS BEFORE CORE OR CAVITY FILLING.
(iii) COMPACT GROUT FILLING BY RODDING OR MECHANICAL VIBRATION.
(iv) MAXIMUM HEIGHT OF POUR FOR CAVITY FILLED WALLS TO BE1200mm.
8.06 WATERPROOF REAR FACE OF RETAINING WALLS AS SPECIFIED BY THEARCHITECT.
8.07 UNLESS NOTED OTHERWISE, PROVIDE VERTICAL CONTROL JOINTS AT12.0m MAXIMUM CENTRES, AND 6.0m MAXIMUM FROM CORNERS IN ALLMASONRY WALLS U.N.O.
8.08 BACKFILL TO RETAINING WALLS TO BE FREE DRAINING GRANULARMATERIAL U.N.O. PROVIDE SUBSOIL DRAIN OR WEEP HOLES.
8.09 ALL CAVITY CONSTRUCTION TO HAVE GALVANISED WALL TIESINSTALLED AS PER CLAUSE 3.4 AND 4.10, AS 3700.
10.0 STRUCTURAL TIMBER10.01 ALL TIMBER DESIGN, CONSTRUCTION AND MATERIAL TO BE AS 1720.1
AND AS 1720.2 U.N.O.
10.02 AS 1684 SHALL BE APPLIED TO DOMESTIC CONSTRUCTION INSHELTERED LOCATIONS.
10.03 SOFTWOOD TO BE MINIMUM GRADE F7 U.N.O. HARDWOOD TO BEMINIMUM GRADE F14.
10.04 EXTERNAL TIMBER TO BE EITHER HARDWOOD DURABILITY CLASS I OR CLASS II AS PERAS 1720.2 OR IMPREGNATED PINE GRADE F7, PRESSURE TREATED TO AS 1604 ANDRE-DRIED PRIOR TO USE. SUPPLEMENTARY TREATMENT SHALL BE APPLIED TO ALL CUTSURFACES. SUPPLY SUPPORTING DOCUMENTATION FOR PRESERVATIVE TREATMENT.
10.05 TIMBER TRUSSES TO BE PRE-CAMBERED AN AMOUNT EQUAL TO DEADLOAD DEFLECTION. THREE (3) COPIES OF SHOP DRAWINGS ARE TO BESUBMITTED TO THE ENGINEER FOR APPROVAL CLEARLY SHOWING THEDESIGN LOADS ON THE ROOF AND CEILING AND TRUSS NODE POINTLOADS AND PRECAMBER.
10.06 ALL BOLTS IN TIMBER CONSTRUCTION TO BE MINIMUM M12 U.N.O.BOLT HOLES TO BE DRILLED EXACT SIZE. WASHERS UNDER HEADSAND NUTS TO BE AT LEAST 2.5 TIMES BOLT DIAMETER.
10.07 TIMBER DIMENSIONS ON THE FINISHED WIDTH AND THICKNESS TO BE: (i) SEASONED SOFTWOOD: 5, -0mm(ii) UNSEASONED SOFTWOOD: >F7:+3, -3mm OR F7:+2, -4mm (iii) SEASONED HARDWOOD: +2, -0mm(iv) UNSEASONED HARDWOOD: +3, - 3mm (SEE ALSO CLAUSE 1.6.2 IN AS 2082)
ALL TIMBER JOINTS AND NOTCHES ARE TO BE 100mm MINIMUM AWAYFROM LOOSE KNOTS, SEVERE SLOPING GRAIN, GUM VEINS OR OTHERMINOR DEFECTS.
10.08
UNLESS NOTED OTHERWISE ALL CLEAT PLATES SHALL BE MINIMUM10mm THICK.
9.05
UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE M20 CATEGORY 8.8/S. NO CONNECTIONSHALL HAVE LESS THAN 2 BOLTS. ALL BOLTS, NUTS AND WASHERS SHALL BE HOT DIPPEDGALVANISED. UNLESS NOTED OTHERWISE, ALL HOLDING DOWN BOLTS SHALL BE M20CATEGORY 4.6/S. ALL BOLTS, NUTS AND WASHERS SHALL BE HOT DIPPED GALVANISED.
9.06
ELEMENT
EXPOSURECLASSIFICATION
(AS 3600)
STRENGTH (MPa)U.N.O.
F'c AT28 DAYS COVER
FOOTINGS A1 25 50
SLABS ON GROUND A1 25 40
WALLS/COLUMNS A1 32 40
PILES A1 25 75
INTERNALSUSPENDED SLABS
A1 32 25
WALLS/COLUMNSINTERNAL
EXTERNALB1 32 40
EXTERNALSUSPENDED SLABS B1 32 40
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
GENERAL NOTES SHEET 2
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S02
15/07/1615/07/16
STRIP FOOTING PLANSCALE 1:100
BRICK WALL OVER ONLY
BRICK WALL UNDER ONLY
BRICK WALL OVER & UNDER
ELEMENT
EXPOSURECLASSIFICATION
(AS 3600)
STRENGTH (MPa)U.N.O.
F'c AT28 DAYS COVER
CONCRETE MIX TABLE
FOOTINGS A1 32 50
SLABS ON GROUND A1 32 40
PILES A1 32 75
INTERNALSUSPENDED SLABS
A1 32 20
EXTERNALSUSPENDED SLABS B1 32 40
P1: 450DIA MASS CONCRETE PIER TO 300KPaBEARING OR TO HARD STRATA (SCREW PILESMAY ALSO BE USED)
IF SOFT CLAY IS ENCOUNTEREDPLEASE CONTACT THE ENGINEERFOR REVISED FOOTING DEPTHS.
ARTICULATION JOINTS ARE TO BEPLACED AT 6m MAXIMUM CENTERSAT WEAK POINT OF THE WALL ANDAT NEW/OLD WALL INTERSECTIONS
EXISTING SWIMMINGPOOL SHOWNHATCHED
P1
P1P1
P1
P1
P1
P1P1
P1 P1
P1 P1
P1 P1 P1
P1P1
P1
P1P1P1P1
P1P1P1P1
P1 P1P1
P1
P1
P1
P1
P1P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1P1
P1
P1
P1
P1
P1
P1
P1
SF4
SF4
SF4
SF4
SF4
SF1 SF1
SF1
SF1
SF1
SF2
SF1
SF1
SF1
SF2
SF2SF2
SF2
SF2SF2
SF2 SF2
SF2
SF2
SF2
SF1
SF4
SF1
SF2
SF2
SF1SF1
SF1
SF2SF2
SF2 SF2 SF2
SF2 SF2
SF2
SF1 SF2
SF2 SF1
SF1
SF1
SF1
SF1 SF1 SF1 SF1 SF1
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
FOOTING PLAN
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S03
15/07/1615/07/16
P1
P1
P1
P1
NEW SLAB TO BE ATTHE SAME LEVEL OFTHE EXISTING SLAB
EXISTING SLAB
GROUND FLOOR SLAB ON GRADE PLANSCALE 1:100
WDENOTES 20mm WETAREA SET DOWN
SLAB THICKNESS TO BE 120mmONE LAYER OF MESH SL82 TOPMIN COVER 30mm TOP, f'C = 32 MPaSEE TYPICAL SECTIONS FOR DETAILS
DENOTES SLAB THICKNESS120
TR DENOTES 2N16 TRIMMER BARSEXTENDING 600mm PASTCORNERS (1500 MIN. LENGTH)
EXISTING SWIMMINGPOOL SHOWNHATCHED
TR
TR
TR
TR
TRTR
120
120
120
120
TBC
TBC
W
W
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
SLAB ON GRADE PLAN
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S04
15/07/1615/07/16
120
120
TR
TR
TBC
TBC
120
NEW SLAB TO BEPLACED OVEREXISTING POOLCOVING
EXISTING SLAB
120
85/5
0
270
N12-400 Z-BARS500 LEGS
COMPACT FILL
COMPACT FILL WATER PROOFING MEMBRANEON 50mm SAND BED
SL82 MESH TOPMIN. COVER 30 mm.
1N16
SCALE 1:20
TYPICAL EXTERNAL STEP DOWN
P1
110
120
120
COMPACT FILL
SL92 MESH TOPMIN. COVER 30 mm.
WATER PROOFING MEMBRANEON 50mm SAND BED
800
MA
X
COMPACT FILL
COMPRESSIBLE FILLER
SCALE 1:20
TYPICAL STEPDOWN SF5
450
600
4-L12 TRENCH MESHTOP & BOT. WITH R10TIES @ 900 C/C 50mmCOVER MIN.
P1
120
250
450
600
FLASHING &WEEPHOLES
270
50mm MORTAR ORCONCRETE
COMPACT FILL
SCALE 1:20
TYPICAL EXTERNAL SF1
4-L12 TRENCH MESHTOP & BOT. WITH R10TIES @ 900 C/C 50mmCOVER MIN.
WATER PROOFING MEMBRANEON 50mm SAND BED
SL92 MESH TOPMIN. COVER 30 mm.
NGL
100
MIN
.
750
MA
X.
P1
WATER PROOFING MEMBRANEON 50mm SAND BED
COMPACT FILL
SL92 MESH TOPMIN. COVER 30 mm.
SCALE 1:20
TYPICAL INTERNAL SF2
110mm BRICKWORK
120
450
600
4-L12 TRENCH MESHTOP & BOT. WITH R10TIES @ 900 C/C 50mmCOVER MIN.
P1
300
600
WATER PROOFING MEMBRANEON 50mm SAND BED
COMPACT FILL
SL92 MESH TOPMIN. COVER 30 mm.
3-L12 TRENCH MESHTOP & BOT. WITH R10TIES @ 900 C/C 50mmCOVER MIN.
SCALE 1:20
TYPICAL INTERNAL SF3
110mm BRICKWORK
120
P1
120
600
230
COMPACT FILL
SCALE 1:20
TYPICAL EXTERNAL SF4
WATER PROOFING MEMBRANEON 50mm SAND BED
SL92 MESH TOPMIN. COVER 30 mm.
NGL
100
MIN
.
600
MA
X.
4504-L12 TRENCH MESHTOP & BOT. WITH R10TIES @ 900 C/C 50mmCOVER MIN.
P1
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
FOOTING DETAILS SHEET 1
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S05
15/07/1615/07/16
D
LESS THAN 200 TOSUIT COURSING
400 LEGS
D
1.5 x D
EXTEND FOOTINGREINFORCEMENT 250INTO NEXT LEVELOF FOOTING
1N12 Z-BAR E.F.FOR EACH LONGITUDINALBAR IN STRIP FOOTING
GREATER THAN 200LESS THAN 2xD
1N12 CORNER BARTOP & BOTTOMAS REQUIRED
500
500
10 MAX.
1
STEP IN STRIP FOOTING DETAILSCALE 1:20
SLOPPED FOOTING DETAILSCALE 1:20
STRIP FOOTING JUNCTION DETAILSSCALE 1:20
MESH LAPPING DETAIL
MESH 2
MESH 1CUT CORNER
MESH 1
MESH 2CUT CORNER
MESH 3
MESH 4CUT CORNER
MESH 3
SQUARE & 25 LAP SQUARE & 25 LAP
ALL LAPS TO COMPLY WITH CONSTRUCTION NOTES
NTS
STOP REINF. 30mmEITHER SIDE OF SAWCUT
SAWCUT TO BE T/4 DEEPSLAB TO BE SAWN NO LATERTHAN 24 HRS AFTER POUR.
DENOTED 'SCJ' ON PLAN
SAWCUT JOINT
10 JOINTEX OR APPROVEDEQUIVALENT SEALANT
DENOTED 'IJ' ON PLAN
ISOLATION JOINT
COMPACT FILL
WATER PROOFINGMEMBRANE ON 50mmSAND BED
COMPACT FILL
SL82 MESH TOP40mm COVER 1N12 PERIMETER BAR
GENERALS:
fabrication or shop work drawings are commenced.
architectural and service drawings and specification.G2 All dimensions shall be checked on site before
G1 Read these drawings in conjunction with all
structural drawings.
otherwise on the drawings.G4 All dimensions are in millimetres unless noted
G3 Do not obtain dimensions by scaling the
FOUNDATIONS:F1 Footings have been designed for an allowable
bearing intensity as follows:
KPa PRESSURE
ELEMENT STRATA BEARING
100
150Strip footings
Slab on ground COMPACTED FILL
CLAY CLASS M
CONCRETE:C1 Carry out all concrete work in accordance with
of the foundation material before placing concrete.F2 The builder shall obtain the Engineer's approval
ELEMENT F'c MAX SIZE NOM. CEMENT
C2 Concrete Quality F'c at 28 days:
80 A25 20FOOTINGS
MPa AGG. SLUMP TYPE
80 A
80 A
32 20
25 20
SUSPENDEDSLABS
GROUND
BEAMS
C3 Provide the following clear cover to all
COLUMNS &
SLAB ON
AS 1480 (current edition) and the specification.
ELEMENT MIN. COVER (mm)
drawings (clear cover to ties)
40
20
SLABS (ON GROUND)
SLABS (INTERNAL)
STRIP FOOTINGS
on ground DJ must be used.G5 At the connection line of internal and external slabs
G6 SCJ for external slabs on ground Max. 6.0m apart.
reinforcement unless noted otherwise on the
40SLABS (EXTERNAL)
50
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
FOOTING DETAILS SHEET 2
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S06
15/07/1615/07/16
SLAB THICKNESS TO BE 200mm UNOf'C = 32 MPaSEE TYPICAL SECTIONS FOR DETAILS
DENOTES SLAB THICKNESS
FIRST FLOOR SLAB GA PLANSCALE 1:100
200
BRICK WALL OVER ONLY
BRICK WALL UNDER ONLY
BRICK WALL OVER & UNDER
ELEMENT
EXPOSURECLASSIFICATION
(AS 3600)
STRENGTH (MPa)U.N.O.
F'c AT28 DAYS COVER
CONCRETE MIX TABLE
FOOTINGS A1 25 50
SLABS ON GROUND A1 25 40
PILES A1 25 75
INTERNALSUSPENDED SLABS A1 32 20
EXTERNALSUSPENDED SLABS B1 32 40
200
200
200
200
WDENOTES 20mm WETAREA SET DOWN
W1S11
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
FIRST FLOOR SLAB GA PLAN
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S07
15/07/1615/07/16
REINFORCEMENT NOTES TRIMMER DETAIL (ALL PENETRATIONS AND BALCONY EDGES UNO)
BAR LAYING SEQUENCE (U.N.O)
BARS AT PENETRATIONS
FIRST FLOOR SLAB BOTTOM REINFORCEMENT PLANSCALE 1:100
BRICK WALL OVER ONLY
BRICK WALL UNDER ONLY
BRICK WALL OVER & UNDER
TO BE PLACED AT ALL ENDS OF REINF.
TOP REINF.
BOT. REINF.
TYPICAL COG DETAILS
N12-200 N12-200
N12-200 N12-200
N12-200
N16
-200
N12
-200
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
FIRST FLOOR SLAB BOT. REINFORCEMENT
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S08
15/07/1615/07/16
W
N12
-200
N16
-200
N12
-200
N16-200
N12-200
REINFORCEMENT NOTES TRIMMER DETAIL (ALL PENETRATIONS AND BALCONY EDGES UNO)
BAR LAYING SEQUENCE (U.N.O)
BARS AT PENETRATIONS
FIRST FLOOR SLAB TOP REINFORCEMENT PLANSCALE 1:100
TO BE PLACED AT ALL ENDS OF REINF.
TOP REINF.
BOT. REINF.
TYPICAL COG DETAILS
BRICK WALL OVER ONLY
BRICK WALL UNDER ONLY
BRICK WALL OVER & UNDER
N12-200N12-200 N12-200
N12-200 N12-200
N12-200
N12
-200
N12
-200
N12
-200
N12
-200
N12
-200
2N16-200 L=3mEXTRA
2N16-200 L=3mEXTRA
2N16
-200
L=
3mE
XTR
A
3N16-200 L=3mEXTRA
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
FIRST FLOOR SLAB TOP REINFORCEMENT
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S09
15/07/1615/07/16
W
N16
-400
EX
TRA
L=
3m
N16
-400
EX
TRA
L=
3m N16-400 EXTRA L=3m
200
SF2
N12-200
N12-200
N12-200 STARTERBARS 800 LAP
SCABBLESURFACE 175
P1
LANDING
600 LAP
N12-200
N12-200
N12-200
N12-200N12-200
175
REFER TO PLAN FORREINFORCEMENT
N12-200 E/W
N12-200 E/W20
0 600
600
LANDING
FIRST FLOOR SLAB
GROUND FLOOR
CONCRETE STAIR - GROUND FLOOR TO LANDINGSCALE 1:20
CONCRETE STAIR - LANDING TO FIRST FLOORSCALE 1:20
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
STAIR DETAILS
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S10
15/07/1615/07/16
FOR EVERY TWO BARS STOPPED BYPENETRATION ADD ONE BAR EACH SIDE OFSAME SIZE AND GRADE. WHERE NO TOP ANDBOTTOM BARS ARE SHOWN, ADD 2N16 TOP ANDBOTTOM EACH SIDE OF PENETRATION.TYPICAL
600
THESE DETAILS APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. REFER ARCHITECTURAL AND HYDRAULIC DRAWINGS FOR LOCATION AND SIZE OF PENETRATIONS. LOCATION OF PENETRATIONS SHALL BE APPROVED BY THE ENGINEER. FOR PENETRATIONS LESS THAN 300 x 300mm, MAIN BARS TO BE DISPLACED EACH SIDE OF THE
PENETRATION. ADDITIONAL TRIMMING REINFORCEMENT NOT REQUIRED.
STANDARD SUSPENDED SLAB PENETRATION DETAILSNOTES:
PENETRATION
600
STANDARD COGTYPICAL
SLAB EDGE
1000
MAXIMU
M
1000
MAXIMUM
110
TYPICAL INTERNAL WALL SUPPORTSCALE 1:20
SLIPJOINT
2020
REFER TO PLAN FORREINFORCEMENT
TENSION LAP TENSION LAP
SECTION 1S071:20
85 STEP
300
270
270
TYPICAL STEP AT PREIMETER WALLSSCALE 1:20
SLIPJOINT
REFER TO PLAN FORREINFORCEMENT
40
40
2020
20
2N16 TOP & BOT. ATSLAB PERIMETER
270
2020
2N16 TOP & BOT. ATSLAB PERIMETER
SLIPJOINT
REFER TO PLAN FORREINFORCEMENT
TYPICAL SLAB EXTERNAL SUPPORTSCALE 1:20
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
SLAB REINFORCEMENT DETAILS SHEET 1
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S11
15/07/1615/07/16
20
TENSION LAP
WET AREA SETDOWN (option 1)
BARS CRANKED ATSLOPE OF 1:6 MAXIMUM
20
WET AREA SETDOWN (option 2)
TENSION LAP
1.5T
S
TENSION LAP
S = UP TO 0.65T
TENSION LAP
TENSION LAP
T
Top Reo
TENSION LAP
375
'Z' BARS TO MATCHSLAB REINFORCEMENTNSOP
PROVIDE N16-250EACH FACE LAP 500AS REQUIRED NSOP
S
TENSION LAP
T
STANDARD COGTYPICAL
TENSION LAP
TENSION LAP3N20 TOP & BOT.
SUSPENDED SLAB STEP DETAILS
Bot Reo
Top Reo
Bot Reo
Top Reo
Bot Reo
Top Reo
Bot Reo
top
bot
top
bot
top
bot
top
bot
S = GREATER THAN 0.65T
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
SLAB REINFORCEMENT DETAILS SHEET 2
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S12
15/07/1615/07/16
ALL EXTERNAL STEELWORK TO BE HOT DIPPED GALVANISEDWALL STUDS TO BE 100x50 F7 @ 450 C/C
NOTES:
1.2.
ALL TIMBER TO BE SEASONED3.ALL BEAMS TO HAVE MINIMUM 150mm BEARING4.hySPAN LVL TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONSEXTERNAL hySPAN LVL TO BE H2-S TREATED FOR TERMITE PROTECTION
5.6.
MARK
MEMBER SCHEDULESIZE REMARKS
200x45 hySPAN LVL
AT 600 CTSRJ1
-
-
-
ALL WELDS 6mm SP CFW UNO
11. DOUBLE JOIST TO BE PLACED UNDER WALLS PARALLEL TO JOISTS
10.
ALL EXTERNAL TIMBER TO BE TREATED12.
7. WALL BRACING AND TIMBER FRAMING TO AS1684
8. TIMBER BEAM TO TIMBER BEAM CONNECTIONS TO BE WITH PRYDA BEAM HANGERS UNO
9. STEELWORK CUT ON SITE TO BE PAINTED WITH COLD-GAL OR EQUIVALENT
BEAMS DOUBLED UP TO BE BOLTED WITH M10-600 STAGGERED BOLTS13.
B1
B2
B3
ALL BEAMS/JOISTS SPANNING MORE THAN 3m TO HAVE CENTRAL AND END BLOCKING14.
230BT37
240x9.5 (V) 250x8 (B) CAVI-T-BAR
-B4 300x45 hySPAN LVL
-B5 150x100x6 ANGLE BAR
-B6
-DS DOUBLE STUD
200x45 hySPAN LVL
AT 400 CTSRJ2
-B7 240x45 hySPAN LVL
SCALE 1:100
FIRST FLOOR FRAMING PLAN
NOTES:
DOUBLE STUD TO BE PLACED UNDER BEAM ENDS U.N.O
SEE TYPICAL SECTIONS FOR DETAILS
B2
B1
B1
B2
B3
B3
180x8 (V) 250x8 (B) CAVI-T-BAR
B3
100x100x6 ANGLE BAR
B6
B6-B8 200x10 TRADITIONAL T-BAR
-B9 400x63 hySPAN LVL OR 2/300x63 hySPAN LVL
B8
B10
B10
B10
-B10 200x7 MULTI-RIB T-BAR
-C1 50x50x5 SHS
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
FIRST FLOOR FRAMING PLAN
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S13
15/07/1615/07/16
ALL EXTERNAL STEELWORK TO BE HOT DIPPED GALVANISEDWALL STUDS TO BE 100x50 F7 @ 450 C/C
NOTES:
1.2.
ALL TIMBER TO BE SEASONED3.ALL BEAMS TO HAVE MINIMUM 150mm BEARING4.hySPAN LVL TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONSEXTERNAL hySPAN LVL TO BE H2-S TREATED FOR TERMITE PROTECTION
5.6.
ALL WELDS 6mm SP CFW UNO
11. DOUBLE JOIST TO BE PLACED UNDER WALLS PARALLEL TO JOISTS
10.
ALL EXTERNAL TIMBER TO BE TREATED12.
7. WALL BRACING AND TIMBER FRAMING TO AS1684
8. TIMBER BEAM TO TIMBER BEAM CONNECTIONS TO BE WITH PRYDA BEAM HANGERS UNO
9. STEELWORK CUT ON SITE TO BE PAINTED WITH COLD-GAL OR EQUIVALENT
BEAMS DOUBLED UP TO BE BOLTED WITH M10-600 STAGGERED BOLTS13.
ALL BEAMS/JOISTS SPANNING MORE THAN 3m TO HAVE CENTRAL AND END BLOCKING14.
SCALE 1:100
ROOF FRAMING PLAN
NOTES:
DOUBLE STUD TO BE PLACED UNDER BEAM ENDS U.N.O
SEE TYPICAL SECTIONS FOR DETAILS
B4
B3
B5 B5
B5 B5
B5 B5
B5 B5
B6
B6
B3
B5
B5
B5
B5
B7
B9
RJ1
RJ1
RJ1
RJ1RJ1
MITRE AT 45 DEGREESAND WELD CAVI-T-BARS
TOGETHER
B3
B3
B3
B3
RJ2RJ1
MARK
MEMBER SCHEDULESIZE REMARKS
200x45 hySPAN LVL
AT 600 CTSRJ1
-
-
-
B1
B2
B3
230BT37
240x9.5 (V) 250x8 (B) CAVI-T-BAR
-B4 300x63 hySPAN LVL
-B5 150x100x6 ANGLE BAR
-B6
-DS DOUBLE STUD
200x45 hySPAN LVL
AT 400 CTSRJ2
-B7 240x45 hySPAN LVL
180x8 (V) 250x8 (B) CAVI-T-BAR
100x100x6 ANGLE BAR
-B8 200x10 TRADITIONAL T-BAR
-B9 400x63 hySPAN LVL OR 2/300x63 hySPAN LVL
-B10 200x7 MULTI-RIB T-BAR
-C1 50x50x5 SHS
4S15
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
ROOF FRAMING PLAN
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S14
15/07/1615/07/16
MITRE AT 45 DEGREESAND WELD CAVI-T-BARS
TOGETHER
JOIST HANGER
TIMBER BEAM
FLOOR JOISTFLOOR JOIST
SCALE 1:10
TIMBER BEAM TO JOIST CONNECTION
SCALE 1:10
LATERAL RESTRAINT OF ROOF STRUTTING BEAMS
IMPORTANT NOTE: LATERAL RESTRAINTS TO BEAPPLIED AT BOTH ENDS OF STRUTTING BEAM, AT1500C/C AND AT ALL STRUT LOCATIONS.
BLOCK
30 x 0.8mm METAL STRAPOR TIMBER STRUT
75x75x6 EA EACH SIDEDEPTH TO SUIT BEAM
3M16 4.6/S
3M16 4.6/S
SCALE 1:10
TIMBER BEAM TOTIMBER BEAM CONNECTION
TIMBER BEAM
M10@900C/CSTAGGERED
DOUBLE BEAM CONNECTIONSCALE 1:10
DETAIL 2S141:10
3-
SECTION A-1:10
SECTION 03-1:10
40mm REBATE INROOF JOIST
50mm BATTENS
BOX GUTTER
RJ1/RJ2
JOIST HANGER
SECTION 4S141:10
BEAM TO MATCH RJ1
M16 RAMSETANKASCREW AT900 C/CSTAGGERED
FLASHING
DANNY MORCHEDB.E CIVILM.E STRUCTURALCPEng,MIEAust,NPERMEMB. NO: 2320868
NO.
SCALE AT A3:
DRAWN:AMENDMENTS CLIENT:PROJECT:
DATE:APPROVED:
DESIGNED:
DATEDESCRIPTION
DRAWING NO.
JOB NO.
UNLESS OTHERWISE STATED
TITLE:
ALL DIMENSIONS IN 'mm'
NOT BE USED FOR ANY OTHER PURPOSE THAN FOR WHICH SUPPLIED.IS THE PROPERTY OF DANMOR CONSULTING ENGINEERS P/L AND MAYTHIS DRAWING AND THE INFORMATION SHOWN HEREONCOPYRIGHT
P/ (02) 8678 2629F/ (02) 4744 2479E/ [email protected]/ PO BOX 489 St Marys NSW 1790 ISSUED FOR CONSTRUCTION CERTIFICATE1
1:100
PB
FRAMING DETAILS
MR JOE SALIBAPROPOSED DWELLING
STRATHFIELD NSW 2135
15 MELVILLE AVE
PB
D16168
S15
15/07/1615/07/16