structural alteration & addition design 16 leafield …

DRAWING LIST - STRUCTURALS01 - DRAWING INDEXS02 - GENERAL NOTESS03 - SITE PLANS04 - GROUND FLOOR SLAB & FOOTING PLANS05 - SUB-FLOOR FRAMING PLANS06 - FOOTING DETAILSS07 - FOOTING DETAILSS08 - ROOF FRAMING PLANS09 - FRAMING DETAILSS10 - FRAMING DETAILSS11 - FRAMING DETAILSS12 - FRAMING DETAILS

INSPECTIONS & INSPECTION CERTIFICATIONTHE INSPECTION AND/ OR INSPECTION CERTIFICATION ARE NOT PART OF OUR DESIGNAND DESIGN CERTIFICATION. THE REQUIREMENT OF INSPECTION CERTIFICATIONINCLUDING STRUCTURAL ADEQUACY CERTIFICATION, IF APPLICABLE, ARE TO BECONFIRMED BY THE CLIENT FROM THE PRINCIPAL CERTIFYING AUTHORITY (PCA) ORBUILDING SURVEYOR OR THE COUNCIL. IF REQUIRED, THIS OFFICE MUST BE BOOKEDFOR INSPECTION AT LEAST 48 HOURS PRIOR. FEE FOR INSPECTION ANDCERTIFICATION, AS REQUIRED WILL BE PROVIDED UPON REQUEST. THIS OFFICE WILLNOT BE ABLE TO PROVIDE ANY INSPECTION CERTIFICATION WITHOUT THE REQUIREDINSPECTION.

GENERALG1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL

ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS ANDSPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BEISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY SHALLBE REFERRED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITHTHE WORK.

G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT'S DRAWINGSOR FROM SITE. ENGINEER'S DRAWINGS MUST NOT BE SCALED.

G3. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FORMAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURING NOPART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES.

G4. MATERIAL AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH THERELEVANT SAA CODES EXCEPT WHERE VARIED BY THE PROJECTSPECIFICATION.

G5. THE APPROVAL OF A SUBSTITUTION BY THE ENGINEER IS NOT ANAUTHORIZATION FOR AN EXTRA. ANY EXTRA INVOLVED MUST BE TAKEN UPWITH THE ARCHITECT BEFORE WORK COMMENCES.

G6. THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNEDFOR THE FOLLOWING LIVE LOADS:-

G7. FOUNDATION MATERIAL TO BE APPROVED BEFORE POURING CONCRETE FORA SAFE BEARING CAPACITY OF: 100kPa.....STRIP FOOTING

FOOTING: ANGLE OF REPOSEA1. FOOTING MUST NOT UNDERMINE EXISTING FOOTING OR BE

UNDERMINED BY PROPOSED EXCAVATION.A2. ENSURE ADEQUATE ANGLE OF REPOSE AT ALL TIMES (REFER DETAILS BELOW).A3. NOTIFY THIS OFFICE IF FOOTING UNDERMINE OCCURS.A4. PIPE DEPTH & LOCATION MUST BE CONFIRMED PRIOR TO

CONSTRUCTION.

ANGLEOF REPOSE

100 ANGLE OF REPOSE

30° MAX IN SAND45° MAX IN CLAY60° MAX IN ROCK

SLAB ON GROUND NOTES1. REFER ARCHITECT FOR WATERPROOFING DETAILS.2. REFER ARCHITECT FOR TERMITE PROTECTION.3. REFER ARCHITECT FOR STEP AND FALLS IN SLABS.4. FABRIC TO BE PLACED ON CHAIRS AT 800 x 800 CENTRES AND

CHAIRS TO BE PLACED ON STEEL PANS.5. LAP FABRIC REINFORCEMENT THUS:

6. WHERE BEDDING SAND IS REQUIRED UNDER SAND, THIS SHALLBE COMPACTED SUFFICIENTLY TO SUPPORT REINFORCEMENTPLUS 100kg/CHAIR WITHOUT VERTICAL DISPLACEMENT.

EARTHWORKS NOTES1. REFER TO THE GEOTECHNICAL ENGINEERING REPORT SPECIFIED IN THE GENERAL NOTES.2. STRIP SITE OF ALL TOPSOIL, VEGETATION AND DELETERIOUS MATTER TO A MINIMUM DEPTH OF 150mm.3. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. SOFT SPOTS TO BE REMOVED AND BACKFILLED. ALL NATURAL SUBGRADE IS TO BE

COMPACTED TO 98% STANDARD COMPACTION IN ACCORDANCE WITH AS1289 PRIOR TO PLACEMENT OF FILL MATERIAL.4. MATERIAL WON FROM THE SITE TO BE INSPECTED BY THE GEOTECHNICAL ENGINEER FOR APPROVAL PRIOR TO USE AS FILL. ANY IMPORTED

FILL TO HAVE A MINIMUM CBR VALUE OF 4%. ALL FILL TO BE COMPACTED TO 98% STANDARD COMPACTION IN 200mm MAXIMUM THICK LAYERSIN ACCORDANCE WITH AS1289.

5. TEST CERTIFICATES ON THE FILL MATERIAL SHALL BE SUPPLIED TO THE SUPERINTENDENT FOR APPROVAL PRIOR TO THE USE OF FILLMATERIAL.

S13 - GROUND FLOOR BRACING PLANS14 - BRACING DETAILSS15 - GROUND FLOOR ARTICULATION PLAN

PREPARATION OF SUB-BASE FOR SLABS ON GROUNDP1. CLEAR AREA UNDER SLAB OF ALL TOP SOIL CONTAINING HUMUS AND VEGETABLE MATTER 100mm MIN.P2. PROVIDE FILL UNDER SLAB WHERE REQUIRED TO PRODUCE FINISHED LEVELS AS SHOWN ON PLANS.P3. FILLING USED IN THE CONSTRUCTION OF A SLAB, EXCEPT WHERE THE SLAB IS SUSPENDED, SHALL CONSIST OF

CONTROLLED FILL OR ROLLED FILL AS FOLLOWS:(a) CONTROLLED FILL IS MATERIAL THAT HAS BEEN PLACED AND COMPACTED IN LAYERS BY COMPACTION EQUIPMENT WITHIN

A DEFINED MOISTURE RANGE TO A DEFINED DENSITY REQUIREMENT. EXCEPT AS PROVIDED BELOW, CONTROLLED FILLSHALL BE PLACED IN ACCORDANCE WITH AS3798.

SAND FILL UP TO 0.8 M DEEP, WELL COMPACTED IN NOT MORE THAN 0.3 M THICK LAYERS BY A VIBRATING PLATE ORVIBRATING ROLLER SHALL BE DEEMED TO COMPLY WITH THIS REQUIREMENT. A SATISFACTORY TEST FOR SAND FILL NOTCONTAINING GRAVEL SIZED MATERIAL IS THE ACHIEVEMENT OF A BLOW COUNT OF 7 OR MORE PER0.3 M USING THEPENETROMETER TEST DESCRIBED IN AS1289.6.3.3. NON-SAND FILL UP TO 0.4 M DEEP, WELL COMPACTED IN NOT MORETHAN 0.15 M LAYERS BY A MECHANICAL ROLLER SHALL BE DEEMED TO COMPLY WITH THIS REQUIREMENT. CLAY FILLSHALL BE MOIST DURING COMPACTION.

(b) ROLLED FILL CONSISTS OF MATERIAL COMPACTED IN LAYERS BY REPEATED ROLLING WITH AN EXCAVATOR. ROLLED FILLSHALL NOT EXCEED 0.6 M COMPACTED IN LAYERS NOT MORE THAN 0.3 M THICK FOR SAND MATERIAL OR 0.3 MCOMPACTED IN LAYERS NOT MORE THAN 0.15 M THICK FOR OTHER MATERIAL.NOTE: THE DEPTHS OF FILL GIVEN IN THIS CLAUSE ARE THE DEPTHS MEASURED AFTER COMPACTION.

P4. A 50mm MIN. BASE COURSE OF PACKING SAND SHALL BE SPREAD OVER THE SUB-BASE AND TO BE THOROUGHLY ROLLEDAND COMPACTED TO A SMOOTH LEVEL SURFACE. THE SAND SHALL BE MOISTENED PRIOR TO THE PLACEMENT OF A0.2mm POLYTHENE MEMBRANE IN 3600mm MIN. WIDE SHEETS LAPPED 150mm AND JOINED WITH 75mm WIDE PRESSURESENSITIVE TAPE. THE TAPE SHALL BE LAID UNDER ALL SLABS AND WALLS IN CONTACT WITH THE GROUND.

P5. THE TOTAL FILL BENEATH THE SLAB PANELS MUST NOT EXCEED 300mm, IE. THE SUM OF EXISTING FILL PLUS ANY NEWFILLING PLACED TOGETHER MUST NOT EXCEED 300mm MAX.

STRUCTURAL ALTERATION & ADDITION DESIGN16 LEAFIELD STREET, WATSONIA, VIC 3087

AREA LIVE LOAD

0.25 kPa 'OR' (1.8/A + 0.12)WHICHEVER IS GREATER

FLOOR

ROOF

BALCONY (IF APPLICABLE) 2.0 kPa

1.5 kPaGARAGE FLOOR 2.5 kPa

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE

CLIENTDWELLING ON DESIGN

PROJECT TITLESTRUCTURAL ALTERATION ANDADDITION DESIGN16 LEAFIELD STREET, WATSONIA,VIC 3087

DATE:03-06-2021

DWG NO:2021-5713

29/10 CAWLEY ROAD, YARRAVILLEVIC 301323/94-98 BEAMISH STREET, CAMPSIENSW 2194TEL: 1800 787 750EMAIL: [email protected] ENGINEERING SERVICES IS THE TRADING NAMEOF RAS ENGINEERS PTY. LTD.ABN: 85 168 832 951 ACN: 168 832 951

DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S01

DRAWING INDEX

SITE DRAINAGED1. AT THE TIME OF THE PREPARATION OF THIS DOCUMENT, IF THE DRAINAGE DESIGN

WAS NOT PREPARED OR CERTIFIED BY THIS OFFICE THEN THE DRAINAGE SYSTEMMAY NEED TO BE DOCUMENTED BY A SUITABLY QUALIFIED PERSON TO COMPLYWITH AS2870-2011. THE DRAINAGE DESIGNER SHOULD ENSURE THAT THEELEMENTS OF THE DRAINAGE SYSTEM DESIGN ARE CONSIDERED WITH RESPECTTO THE PROPOSED FOOTING SYSTEM.WE RECOMMEND THAT THIS OFFICE OR ANEQUIVALENT CERTIFIED PRACTITIONER, REVIEW ALL THE DOCUMENTATION TOENSURE COMPLIANCE.

D2. SITES SHOULD BE DRAINED SO THAT WATER CANNOT POND AGAINST OR NEARTHE HOUSE. THE GROUND IMMEDIATELY ADJACENT TO THE HOUSE SHOULD BEGRADED TO FALL 50mm OVER THE FIRST METRE.WHERE THIS IS IMPRACTICABLE(IE: ON SEVERAL SLOPING SITES) USE A.G. DRAINS ADJACENT TO FOOTINGSWHERE THE GROUND FALLS TOWARDS THE BUILDING.(REFER TO DETAILS BELOW).

STRUCTURAL STEELWORKS1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 1250

AND/OR AS4100.S2. WELDING SHALL BE PERFORMED BY AN EXPERIENCED OPERATOR IN

ACCORDANCE WITH AS 1554.S3. HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCE WITH AS 1511.S4. TWO COPIES OF THE SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO THE

ENGINEERS AND APPROVAL OF SAME OBTAINED BEFORE COMMENCINGFABRICATION. APPROVAL WILL NOT COVER DIMENSIONS OR LAYOUT.

S5. THE CONTRACTOR SHALL PROVIDE AND LEAVE IN PLACE UNTIL PERMANENTBRACING ELEMENTS ARE CONSTRUCTED SUCH TEMPORARY BRACING AS ISNECESSARY TO STABILIZE THE STRUCTURE DURING ERECTION.

S6. CAMBER TO STRUCTURAL STEEL ROOF BEAMS, TRUSSES, PORTALS, ETC.,TO BE2mm FOR EVERY 1M OR SPAN UNLESS OTHERWISE NOTED.

S7. ALL CLEAT AND DRILLING FOR FIXING OF TIMBER MEMBERS, ETC., TO BEPROVIDED BY FABRICATOR.

S8. EXCEPT WHERE OTHERWISE SHOWN CONNECTIONS SHALL HAVE 6mmCONTINUOUS FILLET WELDS, 2-M16 BLACK BOLTS IN 1.5mm CLEARANCE HOLESAND 10mm THICK CLEAT PLATE.

S9. CONCRETE ENCASED STEELWORK SHALL BE WRAPPED WITH SLAB FABRIC,UNLESS OTHERWISE SHOWN.

S10. STEELWORK SHALL BE THOROUGHLY WIRE BRUSHED AND GIVEN ONE SHOP COATOF APPROVED PRIMER EXCEPT THAT NONE SHALL BE APPLIED AT CONTACTSURFACES WHERE H.S. BOLTS USED.

S11. ALL STEEL BEAMS AND LINTELS ARE TO HAVE 100mm MIN. END BEARING UP TO1.0m & 150mm MIN. END BEARING OVER 1.0m, UNLESS OTHERWISE NOTED.

S12. STEEL FRAMING MUST BE PROTECTED FROM CORROSION WHERE REQUIRED INACCORDANCE WITH 2019 NCC VOLUME 2.

CONCRETEC1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 3600.C2. CONCRETE COVER TO ALL REINFORCEMENT (FINISHES NOT INCLUDED).

C3. CONCRETE SIZES SHOWN DO NOT INCLUDE FINISH AND MUST NOT BE REDUCED OR HOLED INANY WAY WITHOUT THE ENGINEER APPROVAL.

C4. DEPTHS OF BEAMS ARE GIVEN FIRST AND INCLUDE SLAB THICKNESS.C5. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE PROPERLY FORMED AND LOCATED TO

THE APPROVAL OF THE ENGINEER.C6. REINFORCEMENT IS SHOWN DIAGRAMMATICALLY AND NOT NECESSARILY IN TRUE PROJECTION.C7. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN POSITIONS SHOWN. WELDING OF

REINFORCEMENT WILL NOT BE PERMITTED UNLESS SHOWN ON THE STRUCTURAL DRAWINGS.C8. REINFORCEMENT SYMBOLS:-

L LOW DUCTILITY BARS TO AS 4671 : 2001N NORMAL DUCTILITY BARS TO AS 4671 : 2001E SEISMIC (EARTHQUAKE) DUCTILITY BAR TO AS 4671 : 2001THE NUMBER FOLLOWING THE BAR SYMBOL IS THE NOMINAL BAR DIAMETER IN MILLIMETRES.

C9. CAMBER TO BEAMS AND SLABS SHALL BE 2mm FOR EVERY 1M OF SPAN UNLESS OTHERWISENOTED.

C10. ALL CONCRETE SHALL BE GRADE 25MPa - 100mm SLUMP,20mm MAX SIZE AGGREGATE (U.N.O.)C11. ALL REINFORCEMENT SHALL BE SUPPORTED IN ITS CORRECT POSITION SO AS NOT TO BE

DISPLACED DURING CONCRETING ON APPROVED BAR CHAIRS AT 1.0m MAX CRS BOTH WAYS.WHERE REQUIRED PROVIDE SUPPORT BARS N16 AT 1.0M MAX CRS.

C12. CONCRETE TO BE KEPT FREE OF SUPPORTING BRICKWORK BY TWO LAYERS OF A SUITABLEMEMBRANE (MALTHOID, ETC.), OR AS DIRECTED BY THE ENGINEER. VERTICAL FACES OFCONCRETE TO BE KEPT FREE BY 10mm THICKNESS OF BITUMINOUS CANITE.

C13. WHERE WALLS ARE NON-LOAD BEARING AT EITHER HORIZONTAL OR VERTICAL FACES THEYSHALL BE SEPARATED FROM CONCRETE OR BRICKWORK BY 10mm THICK CANITE.

C14. ALL REINFORCEMENT FOR ANY ONE POUR SHALL BE COMPLETELY PLACED AND TIED PRIOR TOINSPECTION BY THE ENGINEER OR ARCHITECT. NO CONCRETE SHALL BE POURED UNTILREINFORCEMENT HAS BEEN INSPECTED AND APPROVED.

C15. WHERE SLABS AND BEAMS ARE TO SUPPORT BRICKWORK OVER, FORMWORK AND PROPS MUSTBE REMOVED BEFORE COMMENCEMENT OF BRICKWORK.

C16. TRENCH MESH IN BEAMS TO BE LAID CONTINUOUSLY WITH EACH LAYER BEING LAPPED FOR ITSFULL WIDTH AT INTERSECTIONS AND FOR A MINIMUM OF 500mm AT SPLICES. THE TRENCH MESHSHALL BE OVERLAPPED BY THE WIDTH OF THE FABRIC AT T & L JUNCTIONS.

ELEMENT

SLABS AND WALLSBEAMS

COLUMNSFOOTINGS

20mm

FORMED ANDEXPOSED

NO FORMWORK

FORMED ANDSHELTERED

25mm40mm

30mm40mm50mm65mm

65mm65mm75mm75mm

NUISANCE1. THE CONTRACTOR SHALL DEVELOP, IMPLEMENT, AND ADMINISTER A PLAN THAT WILL ENSURE THE

MANAGEMENT OF NOISE AND VIBRATION RESULTING FROM CONSTRUCTION WORKS. REFER TOSPECIFICATIONS FOR REQUIRED LIMITS, OTHERWISE, CONTACT ENGINEER FOR GUIDANCE.

2. THE CONTRACTOR WILL NEED TO ENSURE ALL ADJOINING PROPERTY REQUIREMENTS RELATING TONOISE AND VIBRATION ARE MET.

3. IF IT IS ESTABLISHED THAT THERE ARE NO SITE SPECIFIC REQUIREMENTS, THEN THE CONTRACTORSHALL REFER TO MINIMUM REQUIREMENTS FOR ABATEMENT OF NOISE AND VIBRATION NOMINATED BYRELEVANT STATUTORY REQUIREMENTS.

4. THE CONTRACTOR WILL NEED TO PREPARE AND ADVISE ON MONITORING AND MANAGEMENT OF NOISEAND VIBRATION BASED ON PROFESSIONAL ADVICE FROM SUITABLY QUALIFIED PERSON OR PERSONS.

TEMPORARY WORKS1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE OVERALL STABILITY OF THE STRUCTURE

WHILST UNDER CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ADVICE FROM THE CONTRACTOR'SENGINEER.

2. THE CONTRACTOR IS TO HAVE CONSTRUCTION METHODOLOGY STATEMENTS PREPARED ANDSUBMITTED FOR GENERAL REVIEW TO ENSURE IT IS ACCORDANCE WITH THE DESIGN INTENT.

3. ALL VERTICAL DISPLACEMENTS AND MOVEMENTS ARE TO BE LIMITED TO ENSURE THE STRUCTURE ISNOT SUBJECTED TO LOADS OR MOVEMENTS CAUSING STRUCTURAL DISTRESS TO ANY ELEMENT WHILETHE STRUCTURE IS BEING TEMPORARILY SUPPORTED.

4. DEPENDING ON THE CONTRACTORS PREFERED CONSTRUCTION SEQUENCE, PRE-LOADING OFSTRUCTURAL ELEMENTS MAY BE REQUIRED TO LIMIT TOTAL VERTICAL DISPLACEMENTS.

5. STRUCTURE TO BE ADEQUATELY BRACED TO PREVENT ANY HORIZONTAL MOVEMENT ORDEFLECTIONS.

MASONRY NOTES1. ALL MASONRY SHALL COMPLY WITH AS3700 AND TO BE READ IN CONJUNCTION WITH THE

ARCHITECTS DRAWINGS & SPECIFIC DETAILS.2. CONCRETE MASONRY UNITS TO HAVE A MINIMUM CHARACTERISTIC UNCONFINED

CRUSHING STRENGTH OF 15MPa (BLOCKWORK) & 30MPa (BRICKWORK) IN ACCORDANCEWITH AS2733.

3. MASONRY TO BE BEDDED IN FRESHLY PREPARED MORTAR.(a) CONCRETE BLOCKS:-MORTAR TO BE UNIFORMLY MIXED IN A RATIO OF ONE PART

CEMENT, ONE PART LIME AND SIX PARTS SAND CONFORMING TO AS2701. 'BRICKIES LOAM'SHALL NOT BE USED.(b) CLAY BRICKS:-MORTAR TO BE UNIFORMLY MIXED IN A RATIO OF ONE PART

CEMENT, THREE PARTS SAND AND ONE FOURTH PART LIME CONFORMING TO AS2701. 'BRICKIES LOAM' SHALL NOT BE USED.

4. GROUT SHALL HAVE A COMPRESSIVE STRENGTH (f'c) OF 20 MPa AT 28 DAYS. A SLUMP OF125mm IN A 150mm SLUMP CONE. A MAXIMUM AGGREGATE SIZE OF 10mm AND BE INACCORDANCE WITH AS3700.

5. BEDDING OF MASONRY SHALL BE FULL FACE WITH CROSS JOINTS COMPLETELY FILLED.JOINT THICKNESS SHALL NOT EXCEED 12mm.

6. PROVIDE WALL TIES AT 400mm MAXIMUM CENTRES VERTICALLY AND HORIZONTALLY.7. THE CAVITY SHALL NOT EXCEED 100mm AND SHALL NOT BE SMALLER THAN 40mm UNLESS

NOTED OTHERWISE. KEEP CAVITY CLEAN AND CLEAR OF OBSTRUCTIONS.8. ALL WALLS TO BE KEPT STABLE AT ALL STAGES OF CONSTRUCTION AND NOT BE

OVERSTRESSED AT ANYTIME.9. UNLESS NOTED OR SHOWN OTHERWISE ON DRAWINGS THERE ARE TO BE NO CHASES OR

RECESSES PERMITTED IN MASONRY WALLS WITHOUT THE PRIOR APPROVAL OF FUSIONENGINEERING

10. ALL BRICKWORK / BLOCKWORK IS TO BE ARTICULATED AS PER TN61 OR MASONRY CODE.

TIMBER FRAMING NOTES1. ALL STRUCTURAL TIMBER SHALL CONFORM TO THE REQUIREMENTS OF AS1720

TIMBER ENGINEERING CODE AND AS1684 TIMBER FRAMING CODE.2. FRAMING MEMBERS NOT MARKED TO CONFORM TO REQUIREMENTS OF AS1684.2.3. ALL TIMBER STRESS GRADES NOMINATED SHALL BE IN ACCORDANCE WITH THE

RELEVANT CODES AND MEANS THE STRUCTURAL QUALITY OF A TIMBERSECTION (REFER TO AS 1720).

4. TIMBER SHALL BE STORED AND HANDLED SO AS NOT TO BE DETRIMENTAL TOTHEIR PERFORMANCE OR DAMAGE THEM. REFER APPENDIX I AS 1684-2:2010

5. ALL TIMBER SHALL BE DRY, IE: LESS THAN 15% MOISTURE CONTENT AT THE TIMEOF CONSTRUCTION AND SHALL BE PROTECTED AND/OR TREATED AS NOTED.

6. ALL TIMBER BEAMS AND LINTELS ARE TO BEAR ON DOUBLE STUDS (ONE JAMB ANDONE BEARING STUD), UNLESS OTHERWISE NOTED.

7. BEAMS/STUDS HAVING MORE THAN 1 MEMBER TO BE NAIL LAMINATED TOGETHERIN ACCORDANCE WITH AS 1684-2010

8. ROOF TIE DOWNS AND TIE DOWNS OF LOADS TRANSFERRED FROM ROOF TOWALLS SHALL COMPLY WITH THE REQUIREMENTS OF AS1684.2.

9. TIMBER PRESERVATION SHALL COMPLY WITH THE REQUIREMENTS OF AS1684. ALLTIMBER SHALL BE PROTECTED AGAINST THE WEATHERING PROCESS BY THEAPPLICATION AND PROPER MAINTENANCE OF COATINGS SUCH AS PAINTS, STAINS,WATER REPELLENT PRESERVATIVES.

ALL EXTERNAL TIMBER SHOULD BE SHIELDED FROM WEATHER USING ROOFOVERHANGS, SCREENS, CAPPINGS AND FLASHINGS, FASCIAS AND BARGES,ETC. UNLESS DURABILITY REQUIREMENTS ARE FULLY MET.

PROVIDE SUITABLE MOISTURE BARRIER TO TOP OF ALL DECKING JOISTS ANDBEARERS.

PROVIDE CN EMULSION COATING TO ENDS OF ALL EXPOSED TIMBER ELEMENTS, SUB FLOOR AREAS, ROOF SPACES AND WALL CAVITIES SHOULD BE WALL VENTILATED.

ALL TIMBER CONNECTORS TO BE GALVANISED STEEL SUPPLIED BY PRYDA, OR EQUIVALENT.

STRUCTURAL STEELWORK GALVANISING:1. ALL EXPOSED STRUCTURAL STEELWORK, BOLTS AND FIXING ARE TO BE HOT DIP GALVANISED IN

ACCORDANCE WITH A.S.4680. STRUCTURAL STEEL ELEMENTS ARE TO HAVE A MINIMUM ZINC MASS OF600g/m2. PROVIDE 10mm DIAMETER GALVANISING DRAIN HOLES AS REQUIRED. ALL GALVANISING DRAINHOLES ARE TO BE PLUGGED WITH SILICONE SEALANT AND PAINTED TO MATCH STRUCTURE AFTERERECTION.

2. ANY CHIPS OR FLAKING OF GALVANISING COATING TO STRUCTURAL STEELWORK PRIOR TO OR DURINGERECTION IS TO BE REPAIRED UP WITH TWO COATS OF ZINC RICH PAINT. ALL SITE WELDS OFGALVANISED STRUCTURAL STEELWORK ARE TO BE TOUCHED UP WITH TWO COATS OF ZINC RICH PAINT.

3. UNLESS NOTED OTHERWISE, ALL GALVANISED STRUCTURAL STEELWORK IN CONTACT WITH THEGROUND IS TO BE COATED WITH DULUX PROTECTIVE COATING AS SPECIFIED TO 150mm ABOVEFINISHED SURFACE LEVEL. REFER MANUFACTURER'S SPECIFICATION FOR APPLICATION.

4. ADD BLOW HOLES TO THE END PLATES OF ANY TUBULAR MEMBERS REQUIRING GALVANISING.5. GALVANISED SURFACES TO BE PAINTED MUST BE PRIMED IN A MANNER APPROPRIATE TO THE

SPECIFIED TOP COATING. APPLICATION OF ADDITIONAL SURFACE PREPARATION AND COATINGSYSTEMS SHALL COMPLY WITH MANUFACTURER'S WRITTEN SPECIFICATIONS.

FRAMINGF1. PROVIDE SOLID BLOCKING (45 WIDE x D-25 DEEP) SECURELY NAILED TO JOISTS/RAFTERS (D=DEPTH OF

JOIST/RAFTER) AT 1800 MAX. CRS.F2. ALL EXTERNAL OR EXPOSED STEELWORK TO BE HOT DIP GALVANISED OR MANUFACTURER'S APPROVED

PAINTS.F3. WATERPROOFING TO ARCHITECTS DETAILSF4. ALL TIMBER FRAMING & BRACING NOT SHOWN TO COMPLY WITH AS1684 TIMBER FRAMING MANUAL.F5. ALL BRICKWORK LINTELS TO ARCHITECTS DETAILS. ALL BRICKWORK LINTELS TO COMPLY WITH 2019 NCC

VOLUME 2.F6. ALL BEAMS/GIRDER & HIP TRUSSES TO BE SUPPORTED ON DOUBLE STUDS EACH END U.N.O.F7. ALL LINTELS TO BE SUPPORTED ON SINGLE STUD AND JAMB STUD U.N.O.F8. ALL TRUSSES & WALL FRAMES TO MANUFACTURES DESIGN & DETAILS.F9. TRUSS DIRECTION ASSUMED AS SHOWN (IF APPLICABLE). CONTACT THIS OFFICE IF DIFFERENT TRUSS

LAYOUT IS USED SO LINTELS ETC CAN BE REDESIGNED (IF REQUIRED).F10. ALL TIMBER LINTELS TO BE DESIGNED BY THE TRUSS MANUFACTURER. TYPICAL U.N.OF11. BUILDER TO SUPPLY MANUFACTURERS TRUSS LAYOUT TO THIS OFFICE FOR APPROVAL PRIOR TO

CONSTRUCTION. TRUSS DESIGN MUST BE IN ACCORDANCE WITH AS1720 AND AS1684. TRUSSFABRICATOR/BUILDER IS RESPONSIBLE FOR PROVIDING ADEQUATE ROOF/WALL BRACING TO ENSURESTABILITY OF THE STRUCTURE IN ACCORDANCE TO AS1684.

F12. ALL INTERNAL WALLS TO BE NON-LOAD BEARING (TYPICAL) UNLESS HATCHED OTHERWISE ON PLANS.

ROOF TRUSSROOF TRUSSES TO MANUFACTURER'S DESIGN & SPECIFICATIONS. BUILDERS TO SUPPLYMANUFACTURERS TRUSS LAYOUT FOR THIS STRUCTURE FOR APPROVAL PRIOR TOCONSTRUCTION. NO RESPONSIBILITY WILL BE TAKEN IF TRUSS LAYOUT IS NOT PROVIDED.

IT IS THE BUILDER & TRUSS MANUFACTURERS RESPONSIBILITY THAT ALL GIRDER & MAINROOF TRUSSES ARE SUPPORTED ON ADEQUATE SUPPORTS. IF GIRDER OR MAIN TRUSSESFALL ON LINTELS OR BEAMS THIS OFFICE IS TO BE NOTIFIED IMMEDIATELY.NORESPONSIBILITY WILL BE TAKEN IF THIS IS NOT DONE.

TRUSS DESIGN MUST BE IN ACCORDANCE WITH AS1720 AND AS1684. TRUSS FABRICATOR ISRESPONSIBLE FOR PROVIDING ADEQUATE ROOF BRACING TO ENSURE STABILITY OF THESTRUCTURE.

HEALTH & SAFETY1. THE CONTRACTOR SHALL DEVELOP, IMPLEMENT AND ADMINISTER A WORKPLACE HEALTH

AND SAFETY PROGRAM THAT WILL ENSURE THAT ALL CONSTRUCTION ACTIVITIES AREPERFORMED TO THE RELEVANT WORKPLACE HEALTH AND SAFETY REQUIREMENTS ANDANY OTHER RELEVANT STATUTORY REQUIREMENTS.

2. THE WORKPLACE HEALTH AND SAFETY PROGRAM MUST BE CO-ORDINATED WITHADJOINING PROPERTY OWNERS AND ALL RELEVANT PARTIES AS NECESSARY TO ENSURE ASAFE BUILDING ENVIRONMENT AT ALL TIMES. SCALE:

AS NOTED @ A3SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S02

GENERAL NOTES

LEGEND:

PROPOSED BRICK WALL

EXISTING STUD WALL

NOTE:THE SLAB AND FOOTING DESIGN CONDUCTED FOR THE LOT IS BASED ONCURRENT LANDSCAPING AS SHOWN ON WORKING DRAWING FOR THIS ANDNEIGHBOURING PROPERTIES. ANY FUTURE CHANGES IN THELANDSCAPING/VEGETATION MAY REQUIRE DESIGN REVIEW AND AMENDMENT.

SITE PLANSCALE 1:200

PROPOSED STUD WALL

NOTE:SITE RETAINING WALLS ON BOUNDARYIF REQUIRED BY OTHERS U.N.O.

IMPORTANT NOTE:BUILDER/ OWNER TO PROVIDE APPROPRIATE SITEDRAINAGE AND ONGOING SITE MAINTENANCE ONTHIS SITE TO ENSURE SATISFACTORY LONG TERMPERFORMANCE OF THE FOOTINGS AS DESIGNED

CONSTRUCTION NOTE:ATTENTION TO SITE GRADING/DRAINAGE WILL BE REQUIRED FROM THE START OFCONSTRUCTION.THE PRESENCE OF GROUND WATER WITH SURFACE SOIL MAY LEAD TOCONSTRUCTION DIFFICULTIES DURING WET WEATHER. SITE TO BE GRADED OR DRAINEDTO PREVENT PONDING OF WATER AGAINST OR NEAR THE FOOTINGS. SURFACE RUN-OFFTO BE COLLECTED AND CHANNELED AWAY FROM THE HOUSE DURING CONSTRUCTION

PORCH

LIVING WIP KITCHEN DINING FAMILYALFRESCO

BED 4

BED 3L'DRYENSWIR

PWD RM

MASTER BED

ENTRY

GARAGE

PWD RM PWD RM

BATHBED 2

SITE BOUNDARY

SITE BOUNDARY

SITE

BOU

NDAR

Y

SITE

BOU

NDAR

Y

LEAF

IELD

S

TEET

FFL9.680

FFL10.000

FFL10.000

FFL10.000

STEP

ADJACENT DWELLING

ADJACENT CARPORTADJACENT GARAGE

SHED

ADJACENT DWELLING

ADJACENT DWELLING

ADJACENT DWELLING

DECK

NOTE:THIS SLAB DESIGN HAS TAKEN TREE EFFECT (IDENTIFIED AT THE TIME OF SOILINVESTIGATION) INTO CONSIDERATION. OVER THE PROPOSED BUILDING AREA, BUILDERTO REMOVE ALL TREES AND TREE ROOTS/MATERIAL. ANY SOFT OR LOOSE MATERIALTHAT DOES NOT RESPOND TO COMPACTION SHOULD BE EXCAVATED TO ACHIEVE A FIRMWORKING BASE. FILL HOLES WITH NON POROUS FILL COMPACTED IN 150mm MAX LAYERS.

TUB TUB

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S03

SITE PLAN

GROUND FLOOR SLAB & FOOTING PLANSCALE 1:100

9.55

9.56

9.07

9.56

9.91

9.94

9.84

9.90

9.94

9.98

10.11

9.60

9.45

9.399.4

3

9.67

9.04

8.94

8.96

9.44

9.52

10.00

9.80

9.60

9.209.00

9.20

9.40

9.60

LEGEND:

PROPOSED BRICK WALL

EXISTING BRICK WALL

PROPOSED STUD WALL

EXISTING STUD WALL

PORCH

LIVINGWIP KITCHEN

DININGFAMILY

BED 4

BED 3BATHBED 2L'DRYENSWIR

PWD RM

MASTER BED

ENTRY

PWD RM

GARAGE

ALFRESCO

SITE BOUNDARY

SITE BOUNDARY

FFL10.000

FFL10.000

FFL10.000

FFL9.680

ADJACENT CARPORTADJACENT GARAGE

DECK

DATED:REF. No.:COMPANY:INVESTIGATIONS DONE BY:

THIS PLAN SHOULD BE READ INCONJUNCTION WITH THE ABOVE REPORT

REFER TO RECOMMENDATIONS & SITE

CLASS:

STATEWIDE GEOTECHNICAL26921-108.05.2021P/M (IN ACCORDANCE WITH AS2870-2011)

135mm THICK CONCRETE RAFT SLAB, SL82 TOP & BOTTOM WITH 30mm COVERON 0.2mm POLYTHENE MEMBRANE (LAPPED 200 AND TAPED AT JOINTS).SLAB BEAMS TO BE 300 WIDE x 600mm MIN DEEP TYPICAL WITH 3-N16 TOP &BOTTOM TO BE FOUNDED 100mm MIN. INTO UNDISTURBED NATURAL SILTYCLAY OR WEATHERED SILT STONE.

RAFT SLAB SPECIFICATION135

135

NOTE:DO NOT UNDERMINEEXISTING FOOTINGANY TIME.

LOCALLYWIDEN

SF1

SF1 300 WIDE x 1000mm MIN DEEP STRIP FOOTING WITH3-N16 TOP & BOTTOM FOUNDED 200mm MIN INTOUNDISTURBED SILTY CLAY OR EXTREMELY WEATHEREDROCK.

100 x 100 CONCRETE STUMPS OVER 300 SQ OR 350Ø x300mm MIN. DEEP PAD FOOTING FOUNDED 200mm MIN.INTO UNDISTURBED NATURAL SILTY CLAY OR WEATHEREDROCK OR 1200mm BELOW FINISHED GROUND LEVELWHICHEVER IS GREATER.

PF1

100 x 100 CONCRETE STUMPS OVER 400 SQ OR 450Ø x300mm MIN. DEEP PAD FOOTING FOUNDED 200mm MIN.INTO UNDISTURBED NATURAL SILTY CLAY OR WEATHEREDROCK OR 1200mm BELOW FINISHED GROUND LEVELWHICHEVER IS GREATER.

PF2

500 x 500 x 1200mm MIN DEEP MASS CONCRETE PADFOOTING FOUNDED 200mm MIN. INTO UNDISTURBEDNATURAL SILTY CLAY OR WEATHERD ROCK.

PF3

DS2(O)TS2(O)

TS2(O)

DS1(O)

PF3

DS1(O)

C1(O)

C1(O)

C1(O)C1(O)

PF1

PF1

PF1

PF1

PF1PF1

PF1PF1

PF1PF1

PF1PF1

PF1

PF1

PF1PF1

PF1 PF1PF1

PF1

PF1PF1

PF1PF1

PF1

PF1PF1PF1

PF1PF1

PF2PF2

PF2

PF2

PF2

PF2

PF2 PF2PF2

PF2PF2

PF2

DS1(O)

PF3

DS2(O)

PF3DS2(O)

PF3 PF2

TS2(O)

PF3

DS2(O)

PF3

DS2(O)

PF3

C1(O)

PF3

P1(O)

PF3

P1(O)PF3

P1(O)PF3

ASSUMEDEXISITNGFOOTINGPF2

PF2

PF1

DENOTES OVER(O)

PF2

PF2

PF2

PF2

NOTE: CROSS HATCHINGDENOTES EDGE BEAMDEPTH TO MATCHEXISTING ADJACENTFOOTING. BUILDER TOCONFIRM ON SITE

PF1PF1

PF1PF1

TS2(O)

DS1(O)

DS2(O)

TS2(O)

TS2(O)

PF2PF2

PF2 PF2PF2

PF2PF2

PF2

PF2

PF2

PF2

PF2PF2

PF2

CUT/FILL RL:GARAGE : 9.495

P1(O)

P1(O)

P1(O)

PF3

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S04

GROUND FLOOR SLAB & FOOTING PLAN

LEGEND:

PROPOSED BRICK WALL

EXISTING BRICK WALL

PROPOSED STUD WALL

EXISTING STUD WALL

SUB-FLOOR FRAMING PLANSCALE 1:100

PORCH

LIVING WIP KITCHENDINING

FAMILY

BED 4BED 3

BATHBED 2L'DRYENSWIR

PWD RM

MASTER BED

ENTRY

PWD RM

GARAGE

ALFRESCO

DS2(O) DS2(O)

DS2(O)TS2(O)

TS2(O) TS2(O)

DS2(O)

P1(O)

DS2(O)

P1(O)

P1(O)

DS1(O)

DS1(O)

C1(O)

DS1(O)

P1(O)

C1(O)

DB1(C

ONT)

GB1GB

1

GB1(CONT)

GB1(CONT)

GB1

DB1(C

ONT)

GB1(C

ONT)

GB1(CONT)

GB1(C

ONT)

GJ1

GB1(C

ONT)

GB1

DJ1

DJ1

GJ1

GJ1

GJ1

GB1(CONT)

DJ1

DJ1DJ1

GB1

C1(O)

C1(O)C1(O)

SF1

EXTERNAL DECK TIMBERFRAMING SPECIFICATIONS

AS PER AS1684DECK JOISTS - DJ190 x 45 H3 TREATED MGP10 @450mm CRS MAXMAX CONTINUOUS SPAN: 1800MAX SINGLE SPAN: 1500

DECK BEARERS - DB12/90 x 45 H3 TREATED MGP10MMAX CONTINUOUS SPAN: 1700MAX SINGLE SPAN: 1600

WALL PLATE - WP1190 x 45 F7 TREATED KD PINEPROVIDE M10 CHEMSET BOLTS STAGGEREDINTO THE BRICK/BLOCK WALL @600mm CRS MAX

GROUND FLOOR TIMBERFRAMING SPECIFICATIONS

AS PER AS1684

FLOOR JOISTS - GJ190 x 45 HYSPAN @450mm CRS MAXMAX CONTINUOUS SPAN: 2200MAX SINGLE SPAN: 1800

FLOOR BEARERS - GB12/90 x 35 HYSPANMAX CONTINUOUS SPAN: 2000MAX SINGLE SPAN: 1500

FLOOR BEARERS - GB22/90 x 45 HYSPANMAX CONTINUOUS SPAN: 2000MAX SINGLE SPAN: 1600

NOTE: ALL EXPOSED TIMBER TO BE H3 TREATED.

DB1(C

ONT)

DB1(C

ONT)

DB1(C

ONT)

DB1(C

ONT)GB2(CONT)

GB2(CONT)

GB2(CONT)

TUBTUB

DENOTES OVER(O)

GROUND LEVEL

PF3

REFE

RPL

AN

REFERPLAN

P1

EMBE

DMEN

T

200

MIN.

TYPICAL TIMBER POST ON PADFOOTING DETAILSCALE = 1:20

N-16 BAR NOTE:POST TO BE EMBEDDED AT LEAST 0.3TIMES THE POST HEIGHT ABOVEGROUND LEVEL OR 450mm MINWHICHEVER IS GREATER.

DB1(C

ONT)

DB1(C

ONT)

DB1(C

ONT)

DB1(C

ONT)

GB1(CONT)

GB1(CONT)

GB2(CONT)

GB2(CONT)

GB2

GB2GB1

EXISTINGBEARER

DB1(CONT)

DB1(CONT)

DJ1

TS2(O)

DS1(O)

DS2(O)

TS2(O)

TS2(O)

5760

GB2(CONT)

GB2(CONT)

P1(O)

P1(O)

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S05

SUB-FLOOR FRAMING PLAN

TYPICAL SLAB ON GROUNDPENETRATION DETAILSCALE = NTS

PROVIDEADDITIONAL4-N12 BARS TOPx 1200 LONGONLY IF FABRICWIRES ARE CUT

CUT FABRICWIRES IFREQUIRED

NOTE:ARTICULATION JOINTS (AJ) TO BELOCATED ON ROCK FLOATERJUNCTIONS TYPICAL. ENGINEERTO BE ADVISED OF THE EXTENT OFROCK FOR GENERAL RELOCATIONOF AJ's. ADDITIONAL AJ's CAN BEDELETED WHERE L<1000

DETAIL WHERE ROCK FLOATER'LOCALLY' PROJECTS INTO FOOTINGSCALE = NTS

'D'

REFE

R PL

AN

500MIN.

500MIN.

ROCK/FLOATEROUTCROP

2-LAYERSTRENCH MESHTOP & BOTTOM

TRENCH MESHREFER PLAN

ROCK

OUTCROP

0.67 x

DMI

N.

AJ

REFE

RPL

AN 11

NOTE:REFER PLAN FORSLAB DETAILS

WATERPROOFMEMBRANE

TYPICAL EXTERNAL RIB DETAILSCALE = 1:20

REFE

RPL

AN

REFERPLAN

50MIN.

50MIN.

TYPICAL INTERNAL RIB DETAIL

11

SCALE = 1:20

REFERPLAN

50MIN.

GROUND LEVEL

50mm THICK COMPRESSIBLEMATERIAL AROUND PIPETYPICAL

REFER PLANFOR FOOTINGREINFORCEMENT

500 MIN.

'D' + 1000 MIN.

'D'

300MAX.

200

MIN.

TYPICAL PENETRATION THROUGHFOOTING DETAIL

11

SLAB NOTES:

1. SLAB REINFORCEMENT TO BE LAPPED NOT LESS THAN 225mm OR 2 CROSSWIRES. SUPPORT MESH ON BAR CHAIRS AT 1000mm MAXIMUM SPACING INBOTH DIRECTION.

2. BEAM/RIB REINFORCEMENT TO BE LAPPED AND TIED A MINIMUM OF 500mmAT SPLICES. LAP FULL BEAM WIDTH AT RIB INTERSECTIONS.

3. REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS ORAPPROVED SIMILAR.

4. THE CONCRETE SHALL BE TRANSPORTED, PLACED, VIBRATED AND CUREDIN ACCORDANCE WITH GOOD BUILDING PRACTICE.

NOTES1. MINIMUM CONCRETE COVER FOR THE REINFORCEMENT SHALL BE 40mm TO

UNPROTECTED GROUND, 40mm TO EXTERNAL EXPOSURE, 30mm TO AMEMBRANE IN CONTACT WITH THE GROUND AND 20mm TO AN INTERNALSURFACE.

2. THE SLAB MESH SHALL BE PLACED TOWARDS THE TOP OF THE RAFT ORWAFFLE SLAB (REFER AS2870-2011 CLAUSE 5.5).

3. RAFT OR SLAB MESH SHALL BE LAPPED (REFER AS2870-2011 FIGURE 5.1).

4. TRENCH MESH SHALL HAVE ALL CROSS WIRES CUT FLUSH WITH THE OUTERMAIN WIRES. TRENCH MESH IN BEAMS SHALL BE OVERLAPPED BY THEWIDTH OF THE MESH AT T- AND L- INTERSECTIONS. TRENCH MESH SHALL BESPLICED, WHERE NECESSARY, BY A LAP OF 500mm.

5. REINFORCING BARS SHALL HAVE A LAP LENGHT AT SPLICES NOT LESS THAN600mm UPTO A BAR DIAMETER OF 12mm AND NOT LESS THAN 800mm UPTO ABAR DIAMETER OF 16mm. AT T- AND L- INTERSECTIONS, THE BAR SHALL BECONTINUED ACROSS THE FULL WIDTH OF THE INTERSECTION. AT L-INTERSECTIONS, ONE OUTER BAR SHALL BE BENT AND CONTINUED 500mmOR A BENT LAP BAR 500mm LONG SHALL BE PROVIDED ON EACH LEG.

6. SERVICE PENETRATIONS ARE PERMITTED THROUGH THE MIDDLE THIRD OFTHE DEPTH OF EDGE AND STIFFENING BEAMS. THE EFFECT OF OTHERSERVICE PENETRATIONS SHALL BE TAKEN INTO ACCOUNT BY THEPROVISION OF EXTRA CONCRETE DEPTH OR REINFORCEMENT.

NOTE:REFER PLAN FORSLAB DETAILS

3-N16

3-N16

3-N16

3-N16

SCALE = NTS

EXISTING FOOTING

DRILL & EPOXYN12-400 BARS * 350 LONGTOP & BOTTOM 150 INTO EXIST. FOOTING

150

REFE

RSC

HEDU

LE

SF1

MATCH DEPTH OFEXISTING FOOTING. DO NOTUNDERMINE EXISTING FOOTING

SCALE = 1:20

EXISTING FOOTING TO NEW FOOTINGCONNECTION DETAIL SCALE:

AS NOTED @ A3SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S06

FOOTING DETAILS

GROUND FLOOR

110x230 ENGAGEDBRICK PIER AT1200 MAX. CRS

FLOOR JOIST

PROVIDE 20MPaBLINDINGCONCRETE ASREQUIREDTYPICAL, REFERFOOTING PLAN

REFERPLAN

REFE

RPL

AN75 MI

N.

AS P

ER B

CARE

QUIR

EMEN

T

2 LAYERS MALTHOID ORSIMILAR EQUIVALENT

NOTE:REFER PLAN FORFOOTING DETAILS

TYPICAL STRIP FOOTING WITHFLOOR JOIST DETAILSCALE = 1:20

SF1

TYPICAL PAD FOOTING (PF3) DETAILSCALE = 1:20

REFERPLAN

PF3

2-M12 CHEMSET WITH MINIMUM75mm EMBEDMENT. 250 x 90 x 10mmBASE PLATE 6mm CFW TO C1

C1

REFE

RPL

AN

GROUND LEVEL GROUND LEVEL

100 x 100 CONCRETESTUMPS

TAMPED BACKFILLGROUND LEVEL

TYPICAL STUMP PAD DETAILSCALE = 1:20

MASS CONCRETEPAD

300

MIN.

REFE

RPL

AN

AS P

ER T

ERMI

TEPR

OTEC

TION

REQ

UIRE

MENT

.

REFERPLAN

2 LAYERSMALTHOID

TAMPED BACKFILL

300

MIN.

GROUND LEVEL

TYPICAL END PAD DETAILSCALE = 1:20

REFE

RPL

AN MASS CONCRETEPAD

REFERPLAN

2 LAYERSMALTHOID

AS P

ER T

ERMI

TEPR

OTEC

TION

REQ

UIRE

MENT

.

100 x 100CONCRETESTUMPS

NATURALFOUNDINGMATERIAL

NATURALFOUNDINGMATERIAL

TYPICAL COLUMN BASECONNECTION DETAILS

COLU

MN

SCALE 1 : 10BASE PLATE PLAN

35

SLAB

EDG

E

100

100

12mm BASE PLATE,6mm CFW TO COLUMN. 2-M12 CHEMSETANCHORS (65 MIN. DISTANCE FROM SLAB EDGE).20mm NOMINAL GROUT BED110mm EMBEDMENT

65 90

REFER BASE PLATEABOVE

90

SLAB

EDG

E

SLAB EDGE

SLAB

EDG

E

9035

35

NOTE:FOR INTERNAL COLUMN BASEPLATE BOLTS TO BE LOCATEDON THE CENTER OF THE BASE PLATE

9065

65

9065

PF1/PF2 PF1/PF2

3-N16

3-N16

SL82 TOP &BOTTOM

ANT CAPANT CAP

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S07

FOOTING DETAILS

ROOF FRAMING PLANSCALE 1:100

LEGEND:

PROPOSED BRICK WALL

EXISTING BRICK WALL

PROPOSED STUD WALL

EXISTING STUD WALL

TIMBER ROOF LINTEL/BEAM SCHEDULE (RL/RB)SPAN (mm) SECTION

METAL ROOF-FOR MAXIMUM LOAD WIDTH OF 5.0m

0 - 970 90 x 42 LVL 15

971 - 1269

1270 -1869

1870 - 2469

2470 - 3069

120 x 42 LVL 15

150 x 42 LVL 15

190 x 42 LVL 15 OR2/150 x 42 LVL 152/190 x 42 LVL 15

OR 240 x 42 LVL 15

NOTE:ALL 42mm THICK LVL15 BEAMS CANBE SUBSTITUTED BY 45mm THICKHYSPAN BEAMS.

NOTE:ALL EXPOSED TIMBER TO BE H3 TREATED.

NOTE:BEAMS / LINTELS WHICH ARE NOT SPECIFIEDON OUR STRUCTURAL DRAWINGS CAN BEOBTAINED FROM THE LINTEL TABLES ONTHIS PLAN AND CAN BE SUBSTITUTED INACCORDANCE WITH MANUFACTURER'SSPECIFICATION OR AS 1684.

NOTE: THE ROOF STRUCTURE MAY BE SUPPORTED BYWALLS TO BE DEMOLISHED.BUILDER TO CONFIRM ANDPROVIDE INFORMATION FOR BEAMS, LINTELS DESIGN TOSUPPORT THE EXISITNG ROOF; IF REQUIRED

BRICK LINTELSPAN (mm)

BRICK HEIGHT

NOTES:1. PROVIDE LINTEL TO EACH MASONRY LEAF2. SET ANGLES WITH LONG LEG VERTICAL3. LINTELS, EXCEPT FOR INTERNAL WALLS TO BE HOT DIPGALVANISED

100 x 100 x 6 EA

100 x 100 x 6 EA

100 x 100 x 8 EA

150 x 100 x 10 UA

150 x 100 x 10 UA

ANGLE LINTEL SCHEDULE (L)

0 - 900

901 - 1600

1601 -2100

2101 - 2600

2601 - 3100

800mm MAX. 3200mm MAX.

100 x 100 x 6 EA

100 x 100 x 10 EA

150 x 100 x 10 UA150 x 100 x 10 UA+ 50 x 10 EXT. PL150 x 100 x 12 UA+ 75 x 12 EXT. PL

150 x 100 x 12 UA3101 - 3600 N/A

PORCH

LIVINGWIP

KITC

HEN

DINING

FAMILY

BED 4

BED 3

BATHBED 2L'DRY

ENS

WIR

PWD RM

MASTER BED

ENTRY

PWD RM

GARAGE

ALFRESCO

RB7DS2

DS2TS2

RB7

RB7

TS2 TS2

GT

DS2

P1RL1

RL2

RB2

RB1

DS2

GT

P1

P1

DS1

DS1RB6

RB4

RB5

C1

DS1

P1

RB3

C1GL

2

GL1

GT

ROOF TRUSS BY OTHERS

RB8(CONT)

C1 C1

C1

T-LINTEL DETAILSCALE 1 :10

LINTELS TO BE PROPPED ATMID SPAN UNTIL BRICKWORK ISA MINIMUM OF 3 DAYS OLD.

230

6 CFW, 300 EACHEND EACH SIDETHEN HIT 200 MISS200

GL1

20015 15

DS2

RB6

RB

EXISTING ROOF

GT

RL3

GT

RB RB

RB RB

RB10

RB10

RB10

RB10

RB11

R1

TS2 DS2DS1

TS2

TS2

P1P1

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S08

ROOF FRAMING PLAN

ROOF FRAMING SCHEDULEMARK SIZE REMARKS

RB1 330 x 85 GL18RB2 2/300 x 42 LVL 15 OR 150 PFC NAIL LAMINATED

RB3 240 x 45 MGP10RB4 2/240 x 45 MGP10 NAIL LAMINATED

RB5 2/240 x 45 MGP10 NAIL LAMINATED

RB6 240 x 45 MGP10RB7 190 x 45 MGP10RB8 190 x 45 MGP10 CONTINUOUS BEAM

RB10 2/240 x 42 LVL 15 NAIL LAMINATED

RB11 2/240 x 58 LVL 15 OR ROOF TRUSS TOMANUFACTURER'S SPECIFICATION NAIL LAMINATED

RB12 2/300 x 42 LVL 15 NAIL LAMINATED

RL1 180 PFC + 215 x 10 PLRL2 180 PFC + 215 x 10 PLRL3 2/240 x 42 LVL 15 NAIL LAMINATED

GL1 250 x 12 PL (V) + 200 x 12 PL (H) PROVIDE 230mm MIN END BEARING

GL2 200 PFCR1 240 x 45 MGP10 @900mm CRS MAX AS PER AS1684

P1 115 x 115 F7 TREATED KD PINE POSTC1 89 x 5.0 SHS

GT GIRDER TRUSS LOCATION TO BE CONFIRMED BY TRUSSMANUFACTURERS

L REFER BRICK LINTEL SCHEDULE

RL/RB REFER ROOF LINTEL/BEAM SCHEDULE

DS1 2/90 x 45 MGP10 NAIL LAMINATED

DS2 2/90 x 45 F17 KDHW NAIL LAMINATED

15

10

215

240

PFC/PLATE LINTEL DETAILSCALE 1 :10

TIMBER BEAM TO STUD CONNECTIONSCALE = 1:10

A A

PROVIDE 2-30 * 1.0 METAL STRAP WITH4-Ø3.15 * 35 TO TOP PLATE & 4-Ø3.15 * 35 TOTIMBER BEAM EACH STRAP.

TOP PLATE

RL

(NAIL LAMINATED)STUDS REFER TO PLAN

TOP PLATE

PROVIDE PYRDAMULTIGRIP WITH4-Ø3.15 * 35 TO TOPPLATE & 4-Ø3.15 * 35TO STUDS.

PLAN VIEW A-ASCALE = 1:10

PROVIDE PYRDA MULTIGRIP ON BOTH SIDES4-Ø3.15 * 35 TO TIMBER BEAM & 4-Ø3.15 * 35TO STUDS. ALTERNATIVELY, PROVIDE THEHOOP IRON STRAPS WRAPPING AROUND THELINTEL AND NAILED TO THE 500mm LENGTHOF THE STUD WALLS.

DRY TIMBERPACKER

TIMBER BEAM TO BRICK WALLCONNECTION DETAIL

BRICK PIER

TIMBER BEAM/TIMBER LINTEL

DRY TIMBERPACKER

HEAVY DUTY HOOPIRON STRAP OVERBEAM 5-30 * 2.80Ø.FLATHEAD NAILS TOSIDE OF BEAM. 2-30 *2.80Ø. FLATHEAD NAILSTO TOP OF BEAM.TAKE STRAP DOWN 12min. BRICK COURSESFROM TOP COURSEAND TRIPLE BAND INTOMORTAR BED.

BRICK PIER

TIMBER BEAM/TIMBER LINTEL

SCALE 1 : 10

NOTE:1. DETAILS ARE TO BE USED UNLESS NOTED OTHERWISE ON THE DRAWINGS TYPICAL2. TOP PLATE LOCATION IS INDICATIVE ONLY

STANDARD STEEL BEAM TO COLUMN DETAILS

REFER BEAMCONNECTIONDETAILS TABLE

PFC PFC

COLCOL

3 CAP PLATETYPICAL

REFER BEAMCONNECTIONDETAILS TABLE

PROVIDETEKSCREWS ORRAMSET PREMIUMDRIVE PINS FORSTRUCTURAL STEELAT 1.2m MAX. CRS. TOEND STUD

(FACE CONNECTION) (CAP CONNECTION)

BEAM CONNECTION DETAILS

NOTE: TYPICAL FOR ALL CONNECTIONS (U.N.O. ON DETAILS).

UPTO 200 PFC 2-M16 (8.8/S) BOLTS 10mm

3-M20 (8.8/S) BOLTS

3-M16 (8.8/S) BOLTSUPTO 250 PFC

UPTO 380 PFC

MEMBERSIZE

BOLTSREQUIRED

CLEAT PLATETHICKNESS

12mm

16mm

A

SECTION A-A

A

100 x 100 x 6 EAEACH SIDE.

3-M12 THRUBOLTS WITHOVERSIZEDWASHERS.

3-M12 THRU BOLTSWITH OVERSIZEDWASHERS.

BEAM

BEAM

60 MIN.

SCALE 1 : 10

BEAM

60 M

IN.

BEAM

TIMBER BEAM TO TIMBERBEAM CONNECTION DETAIL

SCALE 1 : 10

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S09

FRAMIND DETAILS

POST

TIMBER BEAM

CORNER PLAN VIEWSCALE = 1:10

ELEVATION A-A

TIMBER BEAM TO TIMBER POSTCONNECTION DETAIL

A A

2-M12THRUBOLTS

2-M12THRUBOLTS

TRIP-L-GRIPBOTH SIDES

TIMBERBEAM

NOTCH POST

POST

ALTERNATE TIMBER BEAMTO TIMBER POST DETAILSCALE = 1:20

TIMBER BEAM

PROVIDE TRIP -L GRIP OR SIMILARAPPROVED CONNECTORS TOCONNECT IN ACCORDANCE WITHMANUFACTURER'SSPECIFICATIONS TO THE TIMBERPOST AND BEAM.10

00 M

IN

30 x 0.8 GALVANISEDSTRAP WRAP AROUND THETIMBER BEAM AND POST AS PERMANUFACTURER'S SPECIFICATION

C1

150x90 UA 6CFW TO C11M12BOLTS

TRIP-L-GRIP ORAPPROVEDEQUIVALENT

TIMBER BEAM

TIMBER BEAM/LINTEL TO STEELCOLUMN CONNECTION DETAILSCALE 1 :10

4'D'

5'D'4'D

'

5'D'

NOTE 'D' DENOTES BOLT DIAMETER

3 SEAL PLATEAS REQUIRED

8 SEAT PLATE WITH6 CLEAT PLATE6 CFW TO COLUMN2-M16 BOLTS TO LINTEL

COLU

MN

TIMBER LINTEL/BEAM

TIMBER BEAM/LINTEL TO STEELCOLUMN CONNECTION DETAILSCALE 1 :10

OR

TIMBER BEAM 2-M12THRUBOLTS

POST


ELEVATION A-A


A A

TIMBER BEAM

POST


ELEVATION A-A


A A

TIMBERBEAM


2-M12THRUBOLTS

2-M12THRUBOLTS

NOTCH POST


2-M12THRUBOLTS

NOTCH POST

TIMBERBEAM

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S10

FRAMIND DETAILS

FRAMING TIE DOWN SCHEDULE (SHEET ROOF)

1. EQUIVALENT FIXING IS PERMISSIBLE TO BE ADOPTED IN LIEU OF ABOVE SPECIFICATION AND IT MUST BE INACCORDANCE WITH AS1684.2-2010

2. REFER TO TRUSS MANUFACTURER FOR TIE-DOWN FIXING ON ROOF BATTENS AND RAFTERS/TRUSSES3. TIMBER MEMBERS ASSUMED TO BE JD4 GROUP OR STRONGER4. HOUSE ASSUMED TO HAVE A MAXIMUM WIDTH OF 12m5. STUDS ASSUMED TO BE AT 450 MAX. CRS.6. THE TOP PLATE SHALL BE FIXED OR TIED TO THE LINTEL WITHIN 100mm OF EACH RAFTER/TRUSS, OR THE

RAFTER/TRUSS FIXED DIRECTLY TO THE LINTEL WITH A FIXING OF EQUIVALENT TIE-DOWN STRENGTH TO THATREQUIRED FOR THE RAFTER/TRUSS

7. G.I.S. MEANS 30 * 0.8 GALVANISED IRON STRAP

M10 CAST IN BOLTS 1.2m MAX.CRS. (180 MIN. EMBEDMENT)

2/NO. 14 TYPE 17 SCREWS 900MAX. CRS. (40 MIN. EMBEDMENT

INTO JOIST)

TIMBER ROOF LINTEL TIE DOWN SCHEDULE (SHEET ROOF)

G.I.S. * 1 TOP & BOTTOM 4/2.8ØNAILS EACH END + M10 BOLT TOSLAB OR G.I.S. TO FLOOR FRAME

G.I.S. * 1 TOP & BOTTOM 6/2.8ØNAILS EACH END + M10 BOLT TOSLAB OR G.I.S. TO FLOOR FRAME

G.I.S. * 2 TOP & BOTTOM 4/2.8ØNAILS EACH END + M10 BOLT TO

SLAB OR FLOOR FRAMEG.I.S. * 1 TOP & BOTTOM 4/2.8Ø

NAILS EACH END + M10 BOLT TOSLAB OR G.I.S. TO FLOOR FRAME


SLAB OR FLOOR FRAME


SLAB OR FLOOR FRAMEG.I.S. * 1 TOP & BOTTOM 6/2.8Ø

NAILS EACH END + M10 BOLT TOSLAB OR G.I.S. TO FLOOR FRAME


SLAB OR FLOOR FRAME

M12 BOLT/ROD THROUGH PLATE &LINTEL (EACH END) TO SLAB OR

FLOOR FRAMEG.I.S. * 2 TOP & BOTTOM 4/2.8Ø

NAILS EACH END + M10 BOLT TOSLAB OR FLOOR FRAME


SLAB OR FLOOR FRAME


FLOOR FRAMEG.I.S. * 2 TOP & BOTTOM 6/2.8Ø

NAILS EACH END + M12 BOLT TOSLAB OR FLOOR FRAME


SLAB OR FLOOR FRAME


FLOOR FRAME

G.I.S. 2/2.8Ø NAILS EACH ENDOR FRAMING ANCHOR * 1 WITH

4/2.8Ø NAILS EACH LEG





3/3.05Ø NAILS 450 MAX. CRS. (40MIN. EMBEDMENT INTO JOIST)

2/NO. 14 TYPE 17 SCREWS 450MAX. CRS. (40 MIN. EMBEDMENT

INTO JOIST)

M10 CAST IN BOLTS 1.2m MAX.CRS. (180 MIN. EMBEDMENT)

N1 & N2WIND CLASSIFICATION (NON-CYCLONIC AREAS)

N3 N4LINTELSPAN

0 - 1200

1201 - 1800

1801 - 2400

2401 - 3000

3001 - 3600

CONNECTION

STUDS TOBOTTOM/TOP

PLATES

BOTTOM PLATESTO SLAB

BOTTOMPLATES TO

FLOOR FRAMESING

LE / U

PPER

STO

REY

N1 & N2WIND CLASSIFICATION (NON-CYCLONIC AREAS)

N3 N4

75 MASONRY NAILS (HAND DRIVENAT SLAB EDGE), SCREW OR BOLT

AT 1.2m MAX. CRS.

TIMBER ROOFLINTEL/BEAM

TYPICAL TIMBER BEAM/LINTEL TIEDOWN DETAILSCALE 1 : 20

RAFTER/TRUSSTOP PLATE

BOTTOMPLATE

CONCRETE OR FLOOR FRAME

100mm MAX.

G.I.S. OR BOLT,REFER TO TIEDOWN NOTES

G.I.S. REFERTO TIE DOWNSCHEDULE

100mm MAX.

G.I.S. OR BOLTREFER TO TIEDOWNSCHEDULE

SOLIDNOGGING

ADDITIONAL G.I.S.REFER TO TIEDOWN SCHEDULE

SCALE = 1:10TYPICAL TIMBER BEAM TO TIMBER RAFTER CONNECTION

JOIST HANGER TIMBER CONNECTOR 10-30x3.15NAILS TO PLATE/BEAM (5 PER LEG) 6-30x3.15NAILS TO RAFTER/JOIST (3 PER LEG)

TECO JOIST HANGERSIZE TO SUIT RAFTERSIZES

PLATE/BEAM

RAFTER

NOTE:

1. AT DOUBLE JOIST TO DOUBLE JOISTUSE JOIST HANGER TO ONE JOIST ANDTRIP L GRIP FIXING TO SECOND JOISTWITH 5 NAILS/LEG. (15 NAILS)

2. AT DOUBLE JOIST TO WALL PLATEUSE JOIST HANGER TO ONE JOIST ANDTRIP L GRIP FIXING TO SECOND JOISTWITH 5 NAILS/LEG. (15 NAILS)2-16Ø DYNABOLTS TO WALLSPACE DYNABOLTS AT 80mm CRS AND80mm EDGE DISTANCE

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S11

FRAMIND DETAILS

FFL

FCL

sinkswb

FFL

FCL

RB5

DJ1 @450mmCRS MAX

DB1

GB1

GB2

GB1

DB1

DB1

DJ1 @450mmCRS MAX

GJ1 @450mmCRS MAXDJ1 @450mm

CRS MAX

RB2RL2

135mm THICKSLAB

F.01SECTIONS08SCALE = 1:100

F.02SECTIONS08SCALE = 1:100

RB9

RB7

PF2PF1PF1 PF2 PF2 PF1 PF1 PF1

NOTE:DO NOT UNDERMINEEXISTING FOOTINGANY TIME.

NOTE:REINFORCEMENT NOTSHOWN FOR CLARITY.

GB2

DEPTH OF FOOTING TOMATCH EXISTING ADJACENTFOOTING. BUILDER TOCOFIRM ON SITE

PF2PF2

GB1

GJ1

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S12

FRAMIND DETAILS

GROUND FLOOR BRACING PLANSCALE 1:100

LEGEND:

PROPOSED BRICK WALL

EXISTING STUD WALL

PROPOSED STUD WALL

EXISTING BRICK WALL

WIND RATING - N1 (ASSUMED)MAXIMUM DESIGN GUST WIND SPEED FOR THIS SITE IS 34 M/S WINDSPEED CALCULATION (VH) FOR USE IN ULTIMATE LIMIT STATEDESIGN ONLY.CALCULATED IN ACCORDANCE WITH THE LIMITATIONS AS IN AS 4055,SECTION 2.1.

ALTERNATIVE METHODOTHER BRACING METHOD IS PERMISSIBLE TO BEADOPTED IN LIEU OF SPECIFIED BRACING METHODTO PROVIDE EQUIVALENT CAPACITY AND MUST BEINSTALLED IN ACCORDANCE WITH AS1684.2-2010

BRACING LEGENDP - 3.4 kN/m CAPACITY PLYWOOD BRACINGM - 1.5 kN/m CAPACITY METAL STRAP BRACING

BRACING UNITS TO BE FIXED IN ACCORDANCE WITHRESIDENTIAL TIMBER FRAMED CONSTRUCTIONMANUALS AS 1684.2-2010

REFER TO TYPICAL DETAILS

NOTE: ROOF BRACING AS PER AUSTRALIANSTANDARD OR AS PER AS1684.

PORCH

LIVINGWIP KITCHEN

DININGFAMILY

BED 4

BED 3BATH

BED 2L'DRYENSWIR

PWD RM

MASTER BED

ENTRY

PWD RM

GARAGE

ALFRESCO

M(2.7

m)

PP

M(1.8m)

M(1.8m)

P

M(2.7

m)

M(2

.7m)

M(1.8m)M(1.8m)

M(1.8m) P

PP

P

PP M(2.7m)

P

PP

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S13

GROUND FLOOR BRACING PLAN

PLYWOOD WALL BRACING(BRACING CAPACITY - 3.4 kN/m)

150 MAX. CRS.STAGGERED

300

MAX.

CRS.

NOTES:1. PLYWOOD BUTT JOINTS SHALL BE AT A COMMON STUD WITH

CLOUTS AT CRS. SHOWN.2. HORIZONTAL BUTT JOINTS TO BE FIXED TO NOGGING AT 150 CRS.3. ALLOW TO PACK OUT ADJACENT STUDS WITH CONTINUOUS STRIPS

OF PLY TO RECEIVE WALL LINING.4. POWER FIX TOP PLATE AND END STUDS TO ADJACENT STEELWORK

AT 600 CRS.

150 MAX.CRS.

450/600 CRS.STUD SPACING

150 M

AX.

CRS.

150 MAX. CRS.STAGGERED

BRACED WALL SECTION

100minTYP.

WHERE TOP AND BOTTOM PLATESIN BRACED SECTIONS ARE NOTCONTINUOUS THEY MUST BESPLICED AS PER DETAIL BELOW:

DENOTED AS P ON PLAN.

150 MAX.CRS.

150 M

AX.

CRS.

1200 MAX.

MINIMUM PLYWOOD THICKNESS (mm)PLYWOOD STRESS

GRADESTUD SPACING (mm)

450 CRS 600 CRSNO NOGGING (EXCEPT HORIZONTAL BUTT JOINTS)

F8 7 9

F11 4.5 7

F14 4 6

F27 3 4.5

WITH ONE ROW OF NOGGING

F8 7 7

F11 4.5 4.5

F14 4 4

F27 3 3

INTERMEDIATE FIXINGFIX ONE 75MM MASONRY NAIL(HAND-DRIVEN AT SLAB EDGE) OR SCREWOR BOLT TO THE BOTTOM PLATE ATMAXIMUM 1200mm CRS.

PLAN

ELEVATION

6-75mm NAILS.EACH SIDE

= =

NOTES: SPLICE PLATE MUST BE SAME SIZE & STRESS

GRADE AS TOP & BOTTOM PLATES WHERE TOP & BOTTOM PLATES IN BRACED

SECTIONS ARE DISCONTINUED, THEY MUSTBE SPLICED AS SHOWN IN THIS DETAIL

400 OR 550

PANEL WIDTH

TYPICAL TOP & BOTTOMPLATE SPLICE DETAIL

SCALE: NTS

FIXING TO TIMBER FRAME:PAA APPROVED STRUCTURALPLYWOOD FIXED WITH 2.8Ø x 30GALV. FLATHEAD NAILS AT 150 CRS.TO TOP AND BTM. WALL PLATES. &NOGGINGS150 CRS. TO STUDS AT VERT. EDGES.300 CRS. TO INTERNAL STUDS.

80mm

EMBE

DMEN

T

FIX ONE 75MM MASONRY NAIL(HAND-DRIVEN AT SLAB EDGE) OR SCREWOR BOLT TO THE BOTTOM PLATE ATMAXIMUM 1200mm CRS.(IF PANEL WIDTH IS LESS THAN 1200mm,NAIL TO BE AT EACH END OF PANEL)

1800 TO 2700 MAX.

THREE PRYDA TIMBERCONNECTOR NAILS INALL BRACE ENDS

PRYDA 30*0.8mm GALV.STRAP BRACE ORSPEEDBRACE

1200 MAX.

FIX ONE 75MM MASONRY NAIL(HAND-DRIVEN AT SLAB EDGE) ORSCREW OR BOLT TO THE BOTTOM PLATEAT MAXIMUM 1200mm CRS.(IF PANEL WIDTH IS LESS THAN 1200mm,NAIL TO BE AT EACH END OF PANEL)

METAL STRAP / SPEEDBRACE(BRACING CAPACITY -1.5 kN/m)

DENOTED AS M ON PLAN.SCALE: NTS

FIXING: PRYDA TIMBERCONNECTOR NIALS WITH 3NAILS AT EACH END AND 1NAIL AT EACH STUD.

PRYDA STRAP BRACEOR SPEEDBRACE

FIX WALL PLATES TO STUDSAS NORMAL OR USE PRYDASTUD TIES

THE NAILS USED MUST BE GALVANISED PRYDA TIMBERCONNECTOR NAILS, CODE OSNG, SIZE 35*3.15mm

PRYDA MAXIBRACE

TIMBER OR PRYDA MINIBRACE NOGGING

1800 TO 2700 MAX.

OR

1200 MAX.

PRYDA MAXI BRACE- ONE LENGTH(BRACING CAPACITY - 1.5 kN/m)

DENOTED AS M ON PLAN.SCALE: NTS

NOTE:THE MAXIMUM DEPTH OF ANOTCH OR SAW-CUT SHALLNOT EXCEED 20mm.SAW-CUTS STUDS SHALL BEDESIGNED AS NOTCHED.

30

PRYDA STUD TIE ORAPPROVED EQUIVALENT

TWO PRYDA TIMBERCONNECTOR NAILS ATEACH STUD AND WALLPLATE

PRYDA MAXI BRACE

TWO PRYDA TIMBERCONNECTOR NAILS ATEACH STUD AND WALLPLATE

PRYDA STRAP NAILON BOTH SIDES OFTHE FRAME

PRYDA MAXI BRACE

SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S14

BRACING DETAILS

GROUND FLOOR ARTICULATION PLANSCALE 1:100

LEGEND:

PROPOSED BRICK WALL

EXISTING BRICK WALL

PROPOSED STUD WALL

EXISTING STUD WALL

EXTERNAL BRICK WALL

DOUBLE BRICK WALLARTICULATION JOINT DETAILS

JOINT BETWEEN10mm

BRICKTIES

FLEXIBLE SEALANT(EXTERNAL). FOAMBACKING ROD(INTERNAL).

SCALE: NTS

EXTERNAL BRICK WALL

ENGAGED BRICK PIERARTICULATION JOINT DETAILS

FLEXIBLE SEALANT(EXTERNAL). FOAM BACKINGROD (INTERNAL).

JOINT BETWEEN10mm

MASONRY FLEXIBLEANCHORS(MFA 3/3 'OR'EQUIVALENT) AT 8 COURSECRS(START/STOPINTERNAL FOAM ABOVEAND BELOW ANCHOR).

SCALE: NTS

PORCH

LIVINGWIP KITCHEN

DININGFAMILY

BED 4

BED 3BATH

BED 2L'DRYENSWIR

PWD RM

MASTER BED

ENTRY

PWD RM

GARAGE

ALFRESCO

AJ

AJ

AJ

AJARTICULATION JOINT

AJ

INTERNAL (STUD) WALL

PLASTERBOARD

EXTERNAL BRICK WALL

BRICK VENEER WALLARTICULATION JOINT DETAILS

JOINT BETWEEN10mm

BRICKTIES

FLEXIBLE SEALANT(EXTERNAL). FOAMBACKING ROD(INTERNAL).

SCALE: NTS SCALE:AS NOTED @ A3

SHEET NO:

DRAWING TITLE



DATE:03-06-2021

DWG NO:2021-5713


DATEREVISIONNO.

DESIGNED BY: R.D

DRAWN BY: N.S

APPROVED BY: A.S

PRELIMINARY

FOR REVIEW ONLY

NOT APPROVED

S15

GROUND FLOOR ARTICULATION PLAN

structural alteration & addition design 16 leafield …

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