general structural drawings - strathfield.nsw.gov.au · waffle slab, pad & strip footings-piles...

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

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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

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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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

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GENERAL NOTES SHEET 2



15 MELVILLE AVE

PB

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STRIP FOOTING PLANSCALE 1:100

BRICK WALL OVER ONLY

BRICK WALL UNDER ONLY

BRICK WALL OVER & UNDER

ELEMENT


(AS 3600)


F'c AT28 DAYS COVER

CONCRETE MIX TABLE

FOOTINGS A1 32 50


PILES A1 32 75

INTERNALSUSPENDED SLABS

A1 32 20


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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




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FOOTING PLAN



15 MELVILLE AVE

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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


NO.

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DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




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SLAB ON GRADE PLAN



15 MELVILLE AVE

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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


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




NGL

100

MIN

.

750

MA

X.

P1


COMPACT FILL


SCALE 1:20

TYPICAL INTERNAL SF2

110mm BRICKWORK

120

450

600


P1

300

600


COMPACT FILL



SCALE 1:20

TYPICAL INTERNAL SF3

110mm BRICKWORK

120

P1

120

600

230

COMPACT FILL

SCALE 1:20

TYPICAL EXTERNAL SF4



NGL

100

MIN

.

600

MA

X.


P1


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

FOOTING DETAILS SHEET 1



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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

FOOTING DETAILS SHEET 2



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




ELEMENT


(AS 3600)


F'c AT28 DAYS COVER

CONCRETE MIX TABLE

FOOTINGS A1 25 50


PILES A1 25 75

INTERNALSUSPENDED SLABS A1 32 20


200

200

200

200

WDENOTES 20mm WETAREA SET DOWN

W1S11


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

FIRST FLOOR SLAB GA PLAN



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




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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

FIRST FLOOR SLAB BOT. REINFORCEMENT



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




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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

FIRST FLOOR SLAB TOP REINFORCEMENT



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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

STAIR DETAILS



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


TENSION LAP TENSION LAP

SECTION 1S071:20

85 STEP

300

270

270

TYPICAL STEP AT PREIMETER WALLSSCALE 1:20

SLIPJOINT


40

40

2020

20

2N16 TOP & BOT. ATSLAB PERIMETER

270

2020

2N16 TOP & BOT. ATSLAB PERIMETER

SLIPJOINT


TYPICAL SLAB EXTERNAL SUPPORTSCALE 1:20


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

SLAB REINFORCEMENT DETAILS SHEET 1



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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

SLAB REINFORCEMENT DETAILS SHEET 2



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


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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

FIRST FLOOR FRAMING PLAN



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


-B5 150x100x6 ANGLE BAR

-B6

-DS DOUBLE STUD

200x45 hySPAN LVL

AT 400 CTSRJ2


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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

ROOF FRAMING PLAN



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


NO.

SCALE AT A3:


DATE:APPROVED:

DESIGNED:

DATEDESCRIPTION

DRAWING NO.

JOB NO.


TITLE:




1:100

PB

FRAMING DETAILS



15 MELVILLE AVE

PB

D16168

S15

15/07/1615/07/16

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