Structurl drawings must be read in conjunction with all ... DESIGN... · Structurl drawings must be...

REV. REMARKS/COMMENTS DATE APRV.

ARevisions as per Building Surveyor Letter

dated: 02/12/2019

08/02/2020PW

Structurl drawings must be read in conjunction with all architectural and associated drawings

WB CIVIL STRUCTURAL ENGINEERS

ABN: 84119322438

PRIYAN WIJEYERATNE, EC 19060

9 NUMERING COURT,

MELTON 3337

MOBILE: 0401023328

EMAIL: [email protected]

PROJECT: STRUCTURAL DESIGN D/S DWELLING

ADDRESS: 1 DAKARA CLOSE, MEADOW HEIGHTS

VIC 3048

DIMENSIONS

SETTING-OUT OF ANY ELEMENT MUST BE DONE AS PER ARCHITECTURAL PLANS. DIMENSIONS

PROVIDED ON THESE PLANS MUST ALWAYS BE CHECKED AGAINST ARCHITECTURAL PLANS.

STRUCTURAL ENGINEER (MOBILE: 0401023328) MUST BE KEPT INFORMED IMMEDIATELY OF ANY

DISCREPANCY AND CLARIFICATION SOUGHT BEFORE SETTING-OUT AND CONCRETING IS ORGANISED.

DISCLAIMER

CIVIL/STRUCTURAL DESIGN ENGINEER WB CIVIL STRUCTURAL ENGINEERS

MUST NOT BE HELD RESPONSIBLE FOR ANY CLAIM ARISING DUE TO MISTAKES,

OMISSIONS AND SUBSTANDARD WORKMANSHIP BY BUILDER OR ITS SUB

CONTRACTORS AND SUPPLIERS

WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

Mobile: 0401023328 / Ph: 03 9746 0089

Email: [email protected]

OFFICE:

NO: 9, NUMERING COURT, MELTON, VIC 3337

PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,

MEADOW HEIGHTS VIC 3048

CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER

VICTORIAN BUILDING AUTHORITY

PRIYAN WIJEYERATNE

EC 19060, M.I.E.(AUST)., C.P.ENG.

M.Eng(Struct)., M.Tech.(Mgt.), BSc(Civil)

SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019

JOB NO: PH/MH/D/1719/1

1/20

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ALL SERVICES SHOWN ON THESE DRAWINGS ARE

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APPROXIMATE ONLY AND EXACT LOCATION IS

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TO BE CONFIRMED ON SITE BY CONTRACTOR

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PRIOR TO COMMENCEMENT OF ANY WORKS.

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WARNING


GENERAL REQUIREMENTS

WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

Mobile: 0401023328 / Ph: 03 9746 0089


OFFICE:


PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,


CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


2/20

DOWNPIPE & GUTTER NOTES:

THEY ARE TO BE IN ACCORDANCE WITH NCC PART 3.5.2, AS

3500.3 AND AS 3500.5. A DOWNPIPE MUST NOT SERVE MORE

THAN 12m OF GUTTER LENGTH AND BE LOCATED WITHIN 1.2m

FROM A VALLEY. WHERE DOWNPIPES ARE LOCATED GREATER

THAN 1.2m FROM A VALLEY, PROVISION FOR OVERFLOW MUST

BE MADE TO THE GUTTER. EAVE GUTTERS ARE TO BE PROVIDED

WITH OVERFLOW PROVISIONS ALONG THE LENGTH OF THE

GUTTERING IN ACCORDANCE WITH AS 3500.3

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%%UINSPECTIONS

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ALL STRUCTURAL WORK MUST BE INSPECTED AND APPROVED IN WRITING

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PRIOR TO ANY WORK PROCEEDING. 48 HOUR MIN. NOTICE IS REQUIRED FOR

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ALL INSPECTIONS.

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%%USITE DRAINAGE

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D1. AT THE TIME OF THE PREPARATION OF THIS DOCUMENT, IF THE DRAINAGE

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DESIGN WAS NOT PREPARED OR CERTIFIED BY THIS OFFICE THEN THE

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DRAINAGE SYSTEM MAY NEED TO BE DOCUMENTED BY A SUITABLY

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QUALIFIED PERSON TO COMPLY WITH AS2870-2011. THE DRAINAGE

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DESIGNER SHOULD ENSURE THAT THE ELEMENTS OF THE DRAINAGE

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SYSTEM DESIGN ARE CONSIDERED WITH RESPECT TO THE PROPOSED

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FOOTING SYSTEM.WE RECOMMEND THAT WBCSE

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OR AN EQUIVALENT CERTIFIED PRACTITIONER, REVIEW ALL THE

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DOCUMENTATION TO ENSURE COMPLIANCE.

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D2. SITES SHOULD BE DRAINED SO THAT WATER CANNOT POND AGAINST OR

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NEAR THE HOUSE. THE GROUND IMMEDIATELY ADJACENT TO THE HOUSE

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SHOULD BE GRADED TO FALL 50mm OVER THE FIRST METRE.WHERE THIS IS

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IMPRACTICABLE (IE: ON SEVERAL SLOPING SITES) USE A.G. DRAINS

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ADJACENT TO FOOTINGS WHERE THE GROUND FALLS TOWARDS THE

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BUILDING.

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%%UGENERAL

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G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL

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ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND

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SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY

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BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY DISCREPANCY

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SHALL BE REFERRED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING

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WITH THE WORK.

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G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT'S DRAWINGS

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OR FROM SITE. ENGINEER'S DRAWINGS MUST NOT BE SCALED.

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G3. DURING CONSTRUCTION THE BUILDER SHALL BE RESPONSIBLE FOR

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MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURING NO

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PART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES.

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G4. MATERIAL AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH THE

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RELEVANT SAA CODES, BCA/NCC REQUIREMENTS UNLESS OTHERWISE

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NOTED IN THE PROJECT SPECIFICATION.

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G5. THE APPROVAL OF A SUBSTITUTION BY THE ENGINEER IS NOT AN

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AUTHORIZATION FOR AN EXTRA. ANY EXTRA INVOLVED MUST BE TAKEN

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UP WITH THE ARCHITECT BEFORE WORK COMMENCES.

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G6. THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAS BEEN

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DESIGNED FOR THE FOLLOWING LIVE LOADS:-

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G7. FOUNDATION MATERIAL TO BE APPROVED BEFORE POURING CONCRETE FOR

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A SAFE BEARING CAPACITY OF:

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50

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kPa. .....WAFFLE SLAB

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100kPa.....STRIP FOOTING

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G8.

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ALL DETAILS SHOWN IN WBCSE DRAWING SETS ARE FOR STRUCTURAL

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PURPOSES ONLY. THE ARCHITECT AND BUILDER MUST ENSURE ALL

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CONSTRUCTION REQUIREMENTS SET BY THE BCA/NCC ARE MET.

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THIS OFFICE SHOULD BE CONTACTED IF ANY CLARIFICATION IS REQUIRED.

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%%UCONCRETE

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C1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS

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3600.

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C2. CONCRETE COVER TO ALL REINFORCEMENT (FINISHES NOT INCLUDED).

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C3. CONCRETE SIZES SHOWN DO NOT INCLUDE FINISH AND MUST NOT BE

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REDUCED OR HOLED IN ANY WAY WITHOUT THE ENGINEER APPROVAL.

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C4. DEPTHS OF BEAMS ARE GIVEN FIRST AND INCLUDE SLAB THICKNESS.

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C5. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE PROPERLY

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FORMED AND LOCATED TO THE APPROVAL OF THE ENGINEER.

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C6. REINFORCEMENT IS SHOWN DIAGRAMMATICALLY AND NOT NECESSARILY IN

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TRUE PROJECTION.

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C7. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN POSITIONS SHOWN.

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WELDING OF REINFORCEMENT WILL NOT BE PERMITTED UNLESS SHOWN ON

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THE STRUCTURAL DRAWINGS.

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C8. REINFORCEMENT SYMBOLS:-

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L LOW DUCTILITY BARS TO AS 4671 : 2001

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N NORMAL DUCTILITY BARS TO AS 4671 : 2001

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E SEISMIC (EARTHQUAKE) DUCTILITY BAR TO AS 4671 : 2001

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THE NUMBER FOLLOWING THE BAR SYMBOL IS THE NOMINAL BAR

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DIAMETER IN MILLIMETRES.

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

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UNLESS OTHERWISE NOTED.

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C10. ALL CONCRETE SHALL BE GRADE 20MPa - 100mm SLUMP (U.N.O.)

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C11. ALL REINFORCEMENT SHALL BE SUPPORTED IN ITS CORRECT POSITION SO

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AS NOT TO BE DISPLACED DURING CONCRETING ON APPROVED BAR CHAIRS

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AT 1.0m MAX CRS BOTH WAYS. WHERE REQUIRED PROVIDE SUPPORT BARS

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N16 AT 1.0M MAX CRS.

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C12. CONCRETE TO BE KEPT FREE OF SUPPORTING BRICKWORK BY TWO LAYERS

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OF A SUITABLE MEMBRANE (MALTHOID, ETC.), OR AS DIRECTED BY THE

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ENGINEER. VERTICAL FACES OF CONCRETE TO BE KEPT FREE BY 10mm

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THICKNESS OF BITUMINOUS CANITE.

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C13. WHERE WALLS ARE NON-LOAD BEARING AT EITHER HORIZONTAL OR

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VERTICAL FACES THEY SHALL BE SEPARATED FROM CONCRETE OR

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BRICKWORK BY 10mm THICK CANITE.

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C14. ALL REINFORCEMENT FOR ANY ONE POUR SHALL BE COMPLETELY PLACED

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AND TIED PRIOR TO INSPECTION BY THE ENGINEER OR ARCHITECT. NO

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CONCRETE SHALL BE POURED UNTIL REINFORCEMENT HAS BEEN INSPECTED

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AND APPROVED.

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C15. WHERE SLABS AND BEAMS ARE TO SUPPORT BRICKWORK OVER,

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FORMWORK AND PROPS MUST BE REMOVED BEFORE COMMENCEMENT OF

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BRICKWORK.

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C16. TRENCH MESH IN BEAMS TO BE LAID CONTINUOUSLY WITH EACH LAYER

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BEING LAPPED FOR ITS FULL WIDTH AT INTERSECTIONS AND FOR A

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MINIMUM OF 500mm AT SPLICES. THE TRENCH MESH SHALL BE

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OVERLAPPED BY THE WIDTH OF THE FABRIC AT T & L JUNCTIONS.

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C17. AS A GENERAL POLICY, WBCSE DO NOT RECOMMEND THE USE OF POLISHED

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CONCRETE. THE OWNER SHOULD BE MADE AWARE BY THE BUILDING

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DESIGNER AND BUILDER THAT CONCRETE IS A NATURAL MATERIAL AND

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THE POSSIBILITY OF SURFACE CRACK FORMATION MAY OCCUR AND

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CANNOT BE GUARANTEED EITHER IN THE SHORT OR LONG TERM, WE

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HIGHLY RECOMMEND CURING THE SLAB USING AN APPROVED CURING

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SPRAYED MEMBRANE.

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C18. WHEN NEW FOOTING IS ABUTTED TO THE ADJACENT STRUCTURES OF

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NEIGHBOURING BUILDING AT BOUNDARY, A MINIMUM OF 10mm THICK

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"ABLEFLEX" (OR APPROVED EQUIVALENT) MUST BE PLACED BETWEEN

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STRUCTURES (UNLESS OTHERWISE NOTED ON ENGINEERING DRAWINGS

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TYPICAL)

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%%UFOOTING: ANGLE OF REPOSE

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A1. FOOTING MUST NOT UNDERMINE EXISTING FOOTING OR BE UNDERMINED BY

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PROPOSED EXCAVATION.

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A2. ENSURE ADEQUATE ANGLE OF REPOSE AT ALL TIMES (REFER DETAILS

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BELOW).

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A3. NOTIFY THIS OFFICE IF FOOTING UNDERMINE OCCURS.

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A4. PIPE DEPTH & LOCATION MUST BE CONFIRMED PRIOR TO CONSTRUCTION.

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ANGLE

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OF REPOSE

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100

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ANGLE OF REPOSE

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30° MAX IN SAND/SILT

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45° MAX IN CLAY

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60° MAX IN ROCK

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%%UELEMENT

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SLABS AND WALLS

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BEAMS

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COLUMNS

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FOOTINGS

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20mm

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%%UFORMED AND

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%%UEXPOSED

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%%UNO FORM

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%%UWORK

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%%UFORMED AND

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%%USHELTERED

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25mm

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40mm

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30mm

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40mm

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50mm

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65mm

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65mm

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65mm

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75mm

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75mm

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%%UAREA

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%%ULIVE LOAD

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0.25 kPa 'OR' (1.8/A + 0.12)

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WHICHEVER IS GREATER

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FLOOR

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ROOF

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BALCONY (IF APPLICABLE)

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2.0 kPa

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1.5 kPa

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%%UBRICKWORK

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B1. THE UNCONFINED COMPRESSIVE STRENGTH OF A BRICK UNIT TO BE MIN. OF

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15MPa AND COMPRESSIVE STRENGTH OF MASONRY TO BE A MIN. OF 5.4 MPa

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B2. THE MORTAR MIX FOR BRICKWORK SHALL BE 1:1:6

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B3. FOR NON-LOAD BEARING WALLS SEE NOTE C13.

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B4. ARTICULATION (OR EXPANSION) JOINT SPACING MUST BE IN ACCORDANCE

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WITH AS4773.1 - 2015, AS4773.2 - 2015 & TECHNICAL NOTE 61 (AUG 2008)

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FOR ARTICULATED WALLING UNLESS NOTED OTHERWISE.

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B5. ALL WALL TIES MUST BE GALVANISED.

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%%USTRUCTURAL TIMBER

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T1. ALL TIMBER FRAMING IS TO BE IN ACCORDANCE WITH AS 1684-2010

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RESIDENTIAL TIMBER FRAMED CONSTRUCTION.

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T2. ALL TIMBER STRESS GRADES NOMINATED SHALL BE IN ACCORDANCE WITH

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THE RELEVANT CODES AND MEANS THE STRUCTURAL QUALITY OF A

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TIMBER SECTION (REFER TO AS 1720).

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T3. TIMBER SHALL BE STORED AND HANDLED SO AS NOT TO BE

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DETRIMENTAL TO THEIR PERFORMANCE OR DAMAGE THEM. REFER

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APPENDIX H AS 1684-2:2010

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T4. ALL TIMBER SHALL BE DRY, IE: LESS THAN 15%%% MOISTURE CONTENT AT

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THE TIME OF CONSTRUCTION AND SHALL BE PROTECTED AND/OR TREATED

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AS NOTED.

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T5. ALL TIMBER BEAMS AND LINTELS ARE TO BEAR ON DOUBLE STUDS (ONE

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JAMB AND ONE BEARING STUD), UNLESS OTHERWISE NOTED.

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T6. BEAMS/STUDS HAVING MORE THAN 1 MEMBER TO BE NAIL LAMINATED

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TOGETHER IN ACCORDANCE WITH AS 1684-2010.

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T7. ALL EXPOSED TIMBER TREATMENT MUST BE IN ACCORDANCE WITH

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EXPOSURE CLASSIFICATION AS1684.2 TABLE B1, MINIMUM H3 TREATED OR

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DURABLE SPECIES TO BE ADOPTED TYPICAL U.N.O.

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%%UOH & SAFETY

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O1. FOR ALL WORKS CONDUCTED ON THIS PROJECT, THE BUILDER SHALL HAVE

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ALL APPROPRIATE AND SUFFICIENT SAFETY MEASURES AND PROCEDURES

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IN PLACE.

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O2. DEEP TRENCHES MAY EXIST ON THIS SITE. BUILDER TO ENSURE NECESSARY

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SAFETY MEASURES ARE TAKEN TO PREVENT FALL AND TRIPPING HAZARDS

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ARE ELIMINATED.

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O3. FOR LARGE SPAN BEAMS (

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SAY

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6000mm), BUILDER TO ENSURE SEAT

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PLATES/ANGLES TO STEEL COLUMNS FOR MAJOR BEAMS AND LINTELS ARE

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INSTALLED FOR SAFER CONNECTION, BOLTING AND SITE WELDING.

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O4. ADEQUATE PROPPING MAY BE REQUIRED FOR ANY RETAINING/LOAD

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BEARING WALLS ON BOUNDARIES. TEMPORARY SHORING MAY BE REQUIRED.

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O5. PROVISIONS SHALL BE MADE FOR APPROPRIATE DISTANCE FOR ROOF

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BATTENS/RAFTERS TO PROVIDE A SAFE WORKING PLATFORM DURING ROOF

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INSTALLATION AND WORKING AT HEIGHTS.

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O6. BUILDER MAY NEED TO BE AWARE OF APPROPRIATE MEASURES TO DEAL

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WITH HAZARDOUS MATERIALS SUCH AS ASBESTOS THAT MAY BE

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FOUND IN SERVICE PITS.

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O7. IF A CRANE IS REQUIRED, THE BUILDER IS TO PROVIDE ADEQUATE SAFETY

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MEASURES FOR CRANE USAGE AROUND POWER LINES.

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O8. IF ANY DIGGING IS REQUIRED OUTSIDE OF SITE BOUNDARIES, INFORMATION

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REGARDING EXISTING COUNCIL ASSETS NEED TO BE SOUGHT FROM "DIAL

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BEFORE YOU DIG".

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O9. THE SAFETY CONCERNS AND HAZARDS IDENTIFIED ABOVE REPRESENT

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COMMONLY OCCURRING RISKS. THE LIST DOES NOT COVER THE FULL RANGE

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OF RISK AVOIDANCE MEASURES REQUIRED.

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%%USTRUCTURAL STEELWORK

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S1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS

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1250 AND/OR AS4100.

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S2. WELDING SHALL BE PERFORMED BY AN EXPERIENCED OPERATOR IN

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ACCORDANCE WITH AS 1554.

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S3. HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCE WITH AS 1511.

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S4. TWO COPIES OF THE SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED TO

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THE ENGINEERS AND APPROVAL OF SAME OBTAINED BEFORE COMMENCING

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FABRICATION. APPROVAL WILL NOT COVER DIMENSIONS OR LAYOUT.

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S5. THE BUILDER SHALL PROVIDE AND LEAVE IN PLACE UNTIL

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PERMANENT BRACING ELEMENTS ARE CONSTRUCTED SUCH TEMPORARY

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BRACING AS IS NECESSARY TO STABILIZE THE STRUCTURE DURING

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ERECTION.

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S6. CAMBER TO STRUCTURAL STEEL ROOF BEAMS, TRUSSES, PORTALS,

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ETC.,TO BE 2mm FOR EVERY 1M OR SPAN UNLESS OTHERWISE NOTED.

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S7. ALL CLEAT AND DRILLING FOR FIXING OF TIMBER MEMBERS, ETC., TO BE

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PROVIDED BY FABRICATOR.

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S8. EXCEPT WHERE OTHERWISE SHOWN CONNECTIONS SHALL HAVE 6mm

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CONTINUOUS FILLET WELDS, 2-M16 8.8/S BOLTS IN 1.5mm CLEARANCE

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HOLES AND 10mm THICK CLEAT PLATE.

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

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UNLESS OTHERWISE SHOWN.

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S10. STEELWORK SHALL BE THOROUGHLY WIRE BRUSHED AND GIVEN ONE SHOP

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COAT OF APPROVED PRIMER EXCEPT THAT NONE SHALL BE APPLIED AT

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CONTACT SURFACES WHERE H.S. BOLTS USED.

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S11. ALL STEEL BEAMS AND LINTELS ARE TO HAVE 100mm MIN. END BEARING

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UP TO 1.0m & 150mm MIN. END BEARING OVER 1.0m, UNLESS OTHERWISE

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NOTED.

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S12. STEEL FRAMING MUST BE PROTECTED FROM CORROSION WHERE REQUIRED

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IN ACCORDANCE WITH BCA 2016 3.4.2.2

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%%UFRAMING

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F1. PROVIDE SOLID BLOCKING (45 WIDE x D-25 DEEP) SECURELY NAILED TO

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JOISTS/RAFTERS (D=DEPTH OF JOIST/RAFTER) AT 1800 MAX. CRS.

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F2. ALL EXTERNAL OR EXPOSED STEELWORK TO BE HOT DIP GALVANISED.

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F3. WATERPROOFING TO ARCHITECTS DETAILS.

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F4. ALL TIMBER FRAMING & BRACING NOT SHOWN TO COMPLY WITH AS1684

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TIMBER FRAMING MANUAL.

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F5. ALL BRICKWORK LINTELS TO ARCHITECTS DETAILS. ALL BRICKWORK

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LINTELS TO COMPLY WITH F.3.3.3.5 OF B.C.A 2012 VOLUME 2.

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F6. ALL BEAMS/GIRDER & HIP TRUSSES TO BE SUPPORTED ON DOUBLE STUDS

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EACH END U.N.O.

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F7. ALL LINTELS TO BE SUPPORTED ON SINGLE STUD AND JAMB STUD U.N.O.

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F8. ALL TRUSSES & WALL FRAMES TO MANUFACTURER'S DESIGN & DETAILS.

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F9. TRUSS DIRECTION ASSUMED AS SHOWN (IF APPLICABLE). CONTACT THIS

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OFFICE IF DIFFERENT TRUSS LAYOUT IS USED SO LINTELS ETC CAN BE

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REDESIGNED (IF REQUIRED).

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F10. ALL TIMBER LINTELS TO BE DESIGNED BY THE TRUSS MANUFACTURER.

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TYPICAL U.N.O

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F11. BUILDER TO SUPPLY MANUFACTURERS TRUSS LAYOUT TO THIS OFFICE

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FOR APPROVAL PRIOR TO CONSTRUCTION. TRUSS DESIGN MUST BE IN

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ACCORDANCE WITH AS1720 AND AS1684. TRUSS FABRICATOR/BUILDER IS

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RESPONSIBLE FOR PROVIDING ADEQUATE ROOF/WALL BRACING TO ENSURE

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STABILITY OF THE STRUCTURE IN ACCORDANCE TO AS1684.

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F12. ALL INTERNAL WALLS TO BE NON-LOAD BEARING (TYPICAL) UNLESS

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HATCHED OTHERWISE ON PLANS.

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GARAGE

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2.5 kPa

Slope away from

footing

Foundation (Typ.)

Slope away from

footing

Slope away from

footing

Slope away from

footing

Drain

2

t

o

1

S

l

o

p

e

FlowFlow

SITES WITH FALL UP TO 1 : 18

TYPICAL SECTION

TYPICAL PLAN

SITES WITH SLIGHT OR NO FALL

Cut

Fil

TYPICAL SECTION

Cut

Fill

Slope away from footing

2

t

o

1

S

l

o

p

eFill

Slope away from footing

Cut

Drain

Drain

SITES WITH FALL GREATER THAN 1 : 18

TYPICAL SECTION

TYPICAL PLAN

TYPICAL STORMWATER DRAINAGE


SITE DRAINAGE REQUIREMENTS

WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

Mobile: 0401023328 / Ph: 03 9746 0089


OFFICE:


PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,


CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


3/20

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l


TYPICAL WAFFLE SLAB BEAM DETAILS 1 - NTS

NOTE 1

ENSURE A LEVELED WORKING GROUND SURFACE/FILING MATERIAL IS WELL COMPACTED PROPOR TO PLACEMENT OF

WAFFLE PODS. ANY FILL PLACED DUE TO CUT/FILL OPERATIONS SHALL BE COMPACTED AS "CONTROLLED FILL" IN

ACCORDANCE WITH AS 2870-2011 6.4.2.(a). COMPACTION DENSITY TO BE VERIFIED. DEPTH OF FILL NOT TO EXCEED 300MM.

NOTE 2

SUITABLE QUARRY PRODUCTS INCLUDE WELL GRADED QUARRY SAND OR RUBBLE HAVING A MAXIMUM PARTICLE SIZE OF

20MM. LEVELED & COMPACTED.

NOTE 3

EXTERNAL / INTERNAL RIBS WIDER THAN 300MM SHALL BE REINFORCED WITH AN ADDITIONAL N16 BAR TOP & BOTTOM FOR

EVERY ADDITIONAL 110MM I WIDTH (TYP.).

NOTE 4

MASS CONCRETE PIERS TO UNDERSIDE OF SLAB/EDGE BEAMS, NOT SHOWN FOR CLARITY. REINFORCEMENT SHOWN ARE

ONLY TYPICAL, REFER TO SHEET NO: 6 / 6 FOR REINFORCEMENT DETAIL

WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

Mobile: 0401023328 / Ph: 03 9746 0089


OFFICE:


PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,


CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


4/20

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CONTROLLED FILL IN

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150mm COMPACTED

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LAYERS TYPICAL

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300 MAX.

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REFER SCHEDULE

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VOID FORM

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NATURAL

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NATURAL

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VOID FORM

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REFER SCHEDULE

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%%UTYPICAL INTERNAL RIB DETAIL

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REFER SCHEDULE

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NOTE:

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REFER WAFFLE SLAB SCHEDULE

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FOR REINFORCEMENT DETAILS

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MEMBRANE IN ACCORDANCE WITH BCA OVER COMPACTED QUARRY PRODUCT AS REQUIRED

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REFER PLAN FOR

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SLAB & FOOTING

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REINFORCEMENT

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DETAILS

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500 MIN.

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'

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D

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' + 1000 MIN.

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'

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D

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'

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300

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MAX.

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200 MIN.

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%%UTYPICAL PENETRATION THROUGH

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%%UFOOTING DETAIL

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1

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1

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LAGGING THICKNESS:

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25mm MIN - FOR H1 CLASS SITE

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40mm MIN - FOR E & P CLASS SITE

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TYPICAL U.N.O.

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NOTE:

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%%UTYPICAL SLAB RECESS

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%%U(SHOWER) DETAIL

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VOID FORM

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NATURAL

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NATURAL

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VOID FORM

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REFER SCHEDULE

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500 MIN. LAP

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100 MAX.

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FOR STEP

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USE LOWER WAFFLE TO SUIT FLAT SITE SCRAPE (ALTERNATIVELY USE SAME WAFFLE POD WITH DEEPER SITE CUT)

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MEMBRANE IN ACCORDANCE WITH BCA OVER COMPACTED QUARRY PRODUCT AS REQUIRED

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%%UTYPICAL SLAB

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%%UPENETRATION DETAIL

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%%UNOTE:

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ADDITIONAL BARS MUST BE PLACED AROUND

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PIPE OPENING IF SLAB

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FABRIC WIRES

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ARE CUT,

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DAMAGED OR BENT (TYPICAL)

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PROVIDE ADDITIONAL 4-N12 BARS TOP BARS TOP x 1200 LONG IF SLAB FABRIC WIRES ARE CUT REFER NOTE BELOW

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CUT FABRIC WIRES TO SUIT PIPE OPENING IF REQUIRED

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CONTROLLED FILL IN

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150mm COMPACTED

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LAYERS TYPICAL

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300 MAX.

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REFER

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SCHEDULE

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%%UTYPICAL EXTERNAL RIB DETAIL

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REFER SCHEDULE

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NATURAL

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REFER SCHEDULE

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NOTE:

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NATURAL

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EXTEND QUARRY PRODUCT

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MIN. 1000mm PAST SLAB EDGE

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REFER TO WAFFLE CONSTRUCTION

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NOTES

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MEMBRANE IN ACCORDANCE WITH BCA OVER COMPACTED QUARRY PRODUCT AS REQUIRED (TYP)

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221 MAX.

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FOR STEP

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VOID FORM

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NATURAL

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VOID FORM

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NATURAL

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300 MIN.

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450 MIN.

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REFER SCHEDULE

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MEMBRANE IN ACCORDANCE WITH

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BCA OVER COMPACTED QUARRY

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PRODUCT AS REQUIRED

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%%UTYPICAL STEPDOWN DETAIL

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%%U AT GARAGE/PORCH

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NOTE:

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ADDITIONAL N12 TOP BARS TOP BARS REFER PLAN

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VOID FORM

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FLASHING TO

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ARCH. DETAILS

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WEEPHOLES AT

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1200 MAX CRS

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TYPICAL

·

·

·

·

·

·


TYPICAL WAFFLE SLAB BEAM DETAILS 2 - NTS

WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

Mobile: 0401023328 / Ph: 03 9746 0089


OFFICE:


PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,


CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


5/20

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%%UTYPICAL ANGLE OF REPOSE DETAIL

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%%U(IF REQUIRED)

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100 MIN.

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%%UANGLE OF REPOSE:

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30° MAX. IN SAND

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45° MAX. IN CLAY

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60° MAX. IN ROCK

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OFFSET TO CENTERLINE OF PIPE

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TO BE CONFIRMED ON SITE

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PRIOR TO CONSTRUCTION

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500

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500

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PIPE

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DEPTH OF PIPE INVERT

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TO BE CONFIRMED ON SITE

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PRIOR TO CONSTRUCTION

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PIPE

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BLINDING CONCRETE TO BE

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TAKEN THROUGH ANY

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FILL/LOOSE MATERIAL AND

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FOUNDED MINIMUM 100mm

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BELOW ANGLE OF REPOSE

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DUE TO PIPE TRENCH

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EXISTING APPROX. NATURAL SURFACE

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CUT TOE FOR DRAINAGE

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DURING CONSTRUCTION

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AS REQUIRED

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1090 TYP.

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%%UTYPICAL SECTION THROUGH WAFFLE SLAB

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EXTERNAL RIB

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REFER SCHEDULE

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INTERNAL RIB

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REFER SCHEDULE

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GRADE SITE AROUND

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SLAB AS NOTED IN SITE

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DRAINAGE NOTES ON S1

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GRADE SITE AROUND SLAB

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AS NOTED IN SITE DRAINAGE

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NOTES ON SHT. NO: 2

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%%UNOTES:

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0.2mm THICK POLYETHYLENE MEMBRANE TO BE APPROVED, TAPED AROUND PIPES AND LAPPED A MINIMUM OF 200mm.

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MINOR PENETRATION IS ACCEPTABLE AS PER AS2870 C5.3.3.

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30mm COVER FOR BEAM REINFORCEMENT, AT SPLICES

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(500mm LAP FOR N12 BARS, 700mm LAP FOR N16 BARS) AND

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FULL BEAM WIDTH AT INTERSECTIONS.

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SLAB REINFORCEMENT COVER TO HAVE 30mm MINIMUM, LAP LENGTH TO BE MINIMUM 225mm OR 2 CROSS WIRES AND

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SHOULD BE SUPPORTED ON BAR CHAIRS, SPACE OF BAR CHAIRS SHOULD NOT EXCESS 1000mm CRS BOTH WAYS.

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CONCRETE SHALL BE VIBRATED INTO PLACE AND REINFORCEMENT SHALL BE FIXED IN POSITION BY BAR CHAIRS OR

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SIMILAR APPROVED.

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TRANSPORTATION, POURING,

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VIBRATION AND CURING OF C0NCRETE SHOULD BE IN ACCORDANCE WITH GOOD BUILDING

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PRACTICE.

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VOID FORM

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%%UTYPICAL PIPE THROUGH WAFFLE RIB

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%%UPLAN VIEW

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DRAINAGE PIPE MIN.100mm CLEAR DISTANCE TO EDGE OF RIB

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CUT POD TO FORM REQUIRED WIDTH MINIMUM 100mm

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100 MIN

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ADDITIONAL BOTTOM BARS AT EACH SIDE OF PIPE TO MATCH WAFFLE SLAB REINF'T

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100 MIN

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450

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MIN LAP

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NORMAL RIB BOTTOM BAR CUT TO SUIT (TYP)

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450MIN LAP

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IF REQUIRED

240mmX63mm HySPAN

SLEEPERS

BACKFILL

FOOTING

GRADE 20MPa CONCRETE

90mmØ AG DRAIN PIPE

WITH SCREENING BACKFILL.

1 in 100 FALL TO LPD

N12 BARS WELDED ON TO

100 UB AT MAXIMUM 300mm C/C

GRADE 20MPa MASS CONCRETE PIER

FILL

GRANULAR

FILL

UC POSTS @ (TABLE) mm c/c (GALVANISED)


TYPICAL WAFFLE SLAB BEAM DETAIL 3 & RETAINING WALL - NTS

WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

Mobile: 0401023328 / Ph: 03 9746 0089


OFFICE:


PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,


CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


6/20

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%%UTYPICAL EXTERNAL RIB ON PIER

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VOID FORM

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REFER SCHEDULE

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150 MIN.

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FLASHING TO

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ARCH. DETAILS

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WEEPHOLES AT

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1200 MAX CRS

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TYPICAL

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BP1

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REFER SCHEDULE

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ADDITIONAL TOP BARS

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TO PRINCIPLE SLAB RIBS

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AS REQUIRED REFER

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SCHEDULE & PLAN

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REFER

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SCHEDULE

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REFER SCHEDULE

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VOID FORM

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VOID FORM

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REFER SCHEDULE

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REFER

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SCHEDULE

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%%UTYPICAL INTERNAL RIB ON PIER

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BP1

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ADDITIONAL TOP BARS

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TO PRINCIPLE SLAB RIBS

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AS REQUIRED REFER

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SCHEDULE & PLAN

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NOTE:

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REFER

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SCHEDULE

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%%UINTERNAL RIB ON BP1 DETAIL

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VOID FORM

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BP1

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VOID FORM

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MEMBRANE IN

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ACCORDANCE WITH BCA

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OVER COMPACTED

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QUARRY PRODUCT AS

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REQUIRED

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100MIN INTO FOUNDING

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LEVEL REFER TO SOIL

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REPORT

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REFER PLAN

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REFER

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SCHEDULE

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NOTE:

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%%UTYPICAL SLEEPER RETAINING WALL

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NOTES: 1. RETAINING WALL HEIGHT 1200mm RETAINING WALL HEIGHT 1200mm MAXIMUM. 2. MASS CONCERT FOOTING DEPTH MASS CONCERT FOOTING DEPTH 1000mm MINIMUM 3. UPRIGHTS 100UC14.8 @ 1000mm C/C UPRIGHTS 100UC14.8 @ 1000mm C/C 4. 240X63 HySPAN MAY BE 240X63 HySPAN MAY BE SUBSTITUTED BY H3 TREATED PINE MINIMUM THICKNESS 75mm

X X X X

X X X X

X X XX

X X X

X X X

X X X

X X X

XXX

XX

XX

XX

XX

XX

XX

XX

X X XX

DA

KA

RA

C

LO

SE

TARCOOLA AVENUE

SECTION X - X

NTS

WAFFLE SLAB DETAIL - SCALE 1: 100

WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

Mobile: 0401023328 / Ph: 03 9746 0089


OFFICE:


PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,


CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


7/20

CLASSIFICATION 'P' - REPORT NO: 04380

SOIL TEST MELBOURNE - 25/09/1718

NOTE:

1. IT IS BUILDER'S RESPONSIBILITY, TO DRAIN SURFACE & ROOF

STORMWATER AWAY FROM FOUNDATION DURING & AFTER BUILDING.

2. WHERE CUT& FILL IS INVOLVED, FILL MUST BE COMPACTED WELL.

3. PODS PLACEMENT SHOWN IS INDICATIVE ONLY.

WAFFLE SLAB SCHEDULE

Overall Slab Depth - 400mm

Void form height - 300mm

Slab thickness - 100mm

Internal rib width - 110mm

Internal beams @ step-down width - min. 300mm

External beam width - 300mm

Stem width min. - 150mm

Pod size - 1090mmx1090mmx300mm

X

- Denotes standard pods

>>Vapour barrier 0.20mm th. in accordance with

BCA to be lapped 200mm min. and

taped at lap-joints, to be laid on a 50mm

quarry product.

CONCRETE

Concrete strength to be 25MPa at

28 days with a slump of 100mm at pouring. Min. cover to

reinforcement to be 30mm

REINFORCEMENT

TOP

Slab mesh - SL82

Internal beam/rib 1-N12 (tied to mesh)

External beam 1-N12 (tied to mesh)

BOTTOM

Internal rib - 1-N12

External beam - 3-N12

Note: 3-N12 or 3L11TM200 acceptable

MINIMUM LAP LENGTHS

3-L12TM: 500mm

SL 92/82 Mesh: 250mm

N16 bars: 600MM

BEAM CORNERS & AT 'T's

LAPS TO BE FULL WIDTH

OF BEAM

MASS CONCRETE BORED PIERS

450mm dia. 20MPa concrete.

Founding depth 1200mm from ground level. All Piers

to be poured at once before the slab is poured. Finish

slab levels as per Architectural Plans. It is builders

responsibility to pour piers and finish at appropriate top

level to suit finish slab levels.

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3-12TM (top)- min. 2000mm long centrally located(typ.)

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2m EASEMENT

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2m EASEMENT

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225 S/W PIPE

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RETAINING WALLS LOCATION & TOP LEVEL AS PER CIVIL DESIGN BY JDS

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2m EASEMENT

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REAR FENCE

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S/W 225 PIPE850 TO 112Omm DEEP & 1000 OFFSET TO REAR BOUNDARY

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CRITICAL DEPTH LINE CLEARLY MISSING EXISTING S/W PIPE

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WAFFLE SLAB AND PIER (INDICATIVE)

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FFL TO ARCHITECTURAL PLANS

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X

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X

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RETAINING WALL - REFER SHEET 6/20 MAX DESIGN HEIGHT = 1200mm MIN DESIGN HEIGHT = 450mm..

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RETAINING WALL - REFER SHEET 6/20 MAX FOOTING DEPTH = 1000mm MIN FOOTING DEPTH =500mm.

AutoCAD SHX Text

CRITICAL DEPTH LINE CLEARLY MISSING PROPOSED RETAINING WALL FOOTING

B1

B3

B2

B4

B5

1L2

1L21L2

B7

B10

GL1

FJ1

FJ1

FJ1

FJ1

FJ1

TC1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

B8

1F

RL1

RL2 RL2

RL2

1L1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

D

S

1

1L2

D

S

1

2 x FJ1

LAMINATE AS PER AS 1684.2

D

S

1

B6

B9

WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

Mobile: 0401023328 / Ph: 03 9746 0089


OFFICE:


PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,


CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


8/20

UPPER/FIRST FLOOR FRAMING PLAN - NTS

AutoCAD SHX Text

UPPER/FIRST FLOOR & LOWER ROOF MEMBER SCHEDULE

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MARK

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SECTION

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REMARKS

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B1

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2/300X63 hySPAN

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LAMINATE AS PER AS1684.2

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OR

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180 UB16.1

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G300

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B2

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2/300X63 hySPAN

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OR

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180 UB16.1

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G300

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B3

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240X45 F17 KDHW

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B4

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2/300X63 hySPAN

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OR

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180 UB16.1

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G300

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B5

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240X45 MGP 12

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OR

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190X45 F17 KDHW

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B6

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240X45 MGP 12

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OR

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190X45 F17 KDHW

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B7

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2/240X45 F17 KDHW

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B8

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2/240X45 MGP 12

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CANTILEVER = 775mm MAX. LAMINATE AS PER AS 1684.2

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OR

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2/190X45 F17 KDHW

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CANTILEVER = 775mm MAX. LAMINATE AS PER AS 1684.2

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B9

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240X45 MGP 12

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OR

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190X45 F17 KDHW

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B10

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240X45 MGP 12

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OR

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190X45 F17 KDHW

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GL1

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VER 250X12 HOR 200X10

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GARAGE STEEL INV. "T" (G300)

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RL1

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2/240X45 F17 KDHW OR 2/240X45 HYSPAN

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RL2

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190X45 F17 KDHW OR 190X45 HYSPAN

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AS PER AS1684 SPAN TABLES

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1L1

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140X45 MGP 12

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1L2

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120X45 MGP 12

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DS1 OR DS1(U)

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90X45 MGP 10 - LINTELS

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1 - BEARING STUD & 1 - JAMB STUD

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DS1 OR DS1(U)

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90X45 MGP 10 - BEAM

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2 - BEARING STUD

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TC1

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150mmX150mm

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TREATED PINE POST (SIZE AS PER ARCHITECTURAL PLAN)

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FJ1

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FLOOR JOISTS - 240X45 MGP 12 0R F17 KDHW

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@450 CRS MAX.

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NOTES:

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1. RL MEANS TIMBER ROOF LINTEL & 1L - MEANS TIMBER LINTEL IN UPPER/FIRST FLOOR

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2. DS1(U) & TS1(U) MEANS STUDS UNDER

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3. B1, B2 etc. MEANS FLOOR BEAMS

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4. FJ1 - MEANS FLOOR JOISTS AS SPECIFIED OR BY APPROVED MANUFACTURER

AutoCAD SHX Text

5. BUILDER MAY SUBSTITUTE EQUIVALENT TIMBER OR STEEL SECTIONS/GRADES

RL1

RL1

RL1

RL2

RL2

RL3

RL2

WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

Mobile: 0401023328 / Ph: 03 9746 0089


OFFICE:


PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,


CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


9/20

ROOF FRAMING PLAN - NTS

AutoCAD SHX Text

ROOF MEMBER SCHEDULE

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MARK

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SECTION

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REMARKS

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RL1

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140X45 F7 KD PINE

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AS PER AS 1684 SPAN TABLES

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RL2

AutoCAD SHX Text

190X45 F17 KDHW

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AutoCAD SHX Text

RL3

AutoCAD SHX Text

240X45 F17 KDHW

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AutoCAD SHX Text

NOTES:

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1. RL MEANS TIMBER ROOF LINTEL & 1L - MEANS TIMBER LINTEL IN UPPER/FIRST FLOOR

AutoCAD SHX Text

2. DS1(U) & TS1(U) MEANS STUDS UNDER

AutoCAD SHX Text

3. B1, B2 etc. MEANS FLOOR BEAMS

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4. BUILDER MAY SUBSTITUTE EQUIVALENT TIMBER OR STEEL SECTIONS/GRADES

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SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


10/20

TIMBER FRAME TIE DOWN DETAIL - NTS

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TIMBER ROOF LINTEL TIE DOWN SCHEDULE (TILE ROOF)

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2/75*3.05 NAILS

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N1 & N2

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WIND CLASSIFICATION (NON-CYCLONIC AREAS)

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N3

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N4

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

AutoCAD SHX Text

G.I.S. * 2 TOP & BOTTOM 4/2.8 NAILS EACH END + M10 BOLT TO SLAB OR FLOOR FRAME

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2/75*3.05 NAILS

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2/75*3.05 NAILS

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2/75*3.05 NAILS

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2/75*3.05 NAILS

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

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

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LINTEL SPAN

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0 - 1200

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1201 - 1800

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1801 - 2400

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2401 - 3000

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3001 - 3600

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FRAMING TIE DOWN SCHEDULE (TILE ROOF)

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CONNECTION

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75 MASONRY NAILS (HAND DRIVEN AT SLAB EDGE), SCREW OR BOLT AT 1.2m MAX. CRS.

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2/75*3.05 NAILS (UP TO 38STUD) OR 2/90*3.05 NAILS(38-50 STUD) 600 MAX. CRS.

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2/75*3.05 NAILS (UP TO 38STUD) OR 2/90*3.05 NAILS(38-50 STUD)

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G.I.S. 2/2.8 NAILS EACH ENDOR FRAMING ANCHOR * 1 WITH 4/2.8 NAILS EACH LEG

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G.I.S. 3/2.8 NAILS EACH ENDOR FRAMING ANCHOR * 2 WITH 4/2.8 NAILS EACH LEG

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75 MASONRY NAILS 0.3m MAX. CRS. OR M10 CAST IN BOLT (180 MIN. EMBEDMENT) 1.2m MAX. CRS.

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

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

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

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STUDS TO BOTTOM/TOP PLATES

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BOTTOM PLATES TO SLAB

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BOTTOM PLATES TO FLOOR FRAME

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SINGLE / UPPER STOREY

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1. EQUIVALENT FIXING IS PERMISSIBLE TO BE ADOPTED IN LIEU OF ABOVE SPECIFICATION AND IT MUST BE IN EQUIVALENT FIXING IS PERMISSIBLE TO BE ADOPTED IN LIEU OF ABOVE SPECIFICATION AND IT MUST BE IN ACCORDANCE WITH AS1684.2-2010 2. REFER TO TRUSS MANUFACTURER FOR TIE-DOWN FIXING ON ROOF BATTENS AND RAFTERS/TRUSSES REFER TO TRUSS MANUFACTURER FOR TIE-DOWN FIXING ON ROOF BATTENS AND RAFTERS/TRUSSES 3. TIMBER MEMBERS ASSUMED TO BE JD4 GROUP OR STRONGER TIMBER MEMBERS ASSUMED TO BE JD4 GROUP OR STRONGER 4. HOUSE ASSUMED TO HAVE A MAXIMUM WIDTH OF 12m HOUSE ASSUMED TO HAVE A MAXIMUM WIDTH OF 12m 5. STUDS ASSUMED TO BE AT 450 MAX. CRS. 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 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 THAT REQUIRED FOR THE RAFTER/TRUSS 7. G.I.S. MEANS 30 * 0.8 GALVANISED IRON STRAPG.I.S. MEANS 30 * 0.8 GALVANISED IRON STRAP

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N1 & N2

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WIND CLASSIFICATION (NON-CYCLONIC AREAS)

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N3

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N4

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TIMBER ROOF LINTEL/BEAM

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TYPICAL TIMBER BEAM/LINTEL TIE DOWN DETAIL

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100mm

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100mm

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100mm

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SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


11/20

TIMBER FRAME SIZING TABLE

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%%UTIMBER FRAMING MEMBERS (U.N.O)

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%%USTUDS:

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DOUBLE STUDS: 2-90 x 45 MGP10 STUDS U.N.O.

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FIX END STUD WALL TO MASONRY WALLS WITH

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M10 DYNABOLT AT TOP, BOTTOM AND 1200 MAX. CRS. TYPICAL

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%%UWALL PLATES:

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UPPER STOREY:

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TOP PLATE - 1 X 45 x 90 MGP10 NOT TRENCHED

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BTM PLATE - 45 x 90 MGP10 NOT TRENCHED

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LOWER STOREY: TOP PLATE - 45 x 90 MGP10 NOT TRENCHED

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BTM PLATE - 45 x 90 MGP10 NOT TRENCHED

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FIXED TO SLAB WITH 75mm MASONRY NAILS AT 600mm MAX. CRS .

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%%USTUDS AT SIDE OPENINGS:

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OPENING WIDTH STUDS:

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UP TO 1200MM 1-90 x 35 MGP10

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1200MM TO 1800MM 2-90 x 45 MGP10

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1800MM TO 2400MM 2-90 x 45 MGP10

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%%UWALL BRACING:

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BRACING OF ALL STUD WALLS TO BE IN ACCORDANCE WITH THE RESIDENTIAL TIMBER

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FRAMING CONSTRUCTION AS 1684.2-2010. U.N.O.

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%%UFIXING REQUIREMENTS:

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GENERAL: REFER TO AS1684.2-2010 RESIDENTIAL TIMBER FRAMING

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CONSTRUCTION MANUAL TYPICAL FIXING REQUIREMENTS.

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%%UMINIMUM JOINT REQUIREMENTS FOR SHEET ROOF STRUCTURES:

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JOINT OR MEMBER: MINIMUM FIXING DETAILS:

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RAFTERS & PURLINS METAL STRAPS, APPROVED FRAMING ANCHORS OR EQUIVALENT

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SHALL BE USED TO TIE RAFTERS TO TOP WALL PLATES AND

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TOP WALL PLATES TO STUDS (OR RAFTERS DIRECTY TO STUDS)

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WITH A MINIMUM OF 300MM x 3.15MM DIAMETER NAILS OR

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CLOUTS INTO THE SIDE GRAIN ON EACH MEMBER. MAXIMUM SPACINGS

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OF FASTENINGS SHALL BE 1800MM OR THREE STUD SPACINGS,

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WHICHEVER IS THE LESSER.

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LARGE SPAN ROOF AS FOR RAFTERS & PURLINS SPACINGS OF FASTNINGS SHALL

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MEMBER (SUCH AS NOT EXCEED THE SPACING OF THE ROOF MEMBERS.

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TRUSSES OR ROOF

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BEAMS OF SPAN

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6000MM OR GREATER).

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%%UFIXING FOR STRUCTURES IN AREAS SUBJECT TO RELATIVELY HIGH WINDS:

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GENERAL: REFER TO AS1684.2 -2010 RESIDENTIAL TIMBER FRAMING CONSTRUCTION MANUAL

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ADDITIONAL FIXING REQUIREMENTS.

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NOTE: EQUIVALENT TIMBER GRADE CAN BE USED TO EQUIVALENT TIMBER GRADE CAN BE USED TO REPLACE TIMBER GRADES SPECIFIED

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PROVIDE DOUBLE TOP PLATES IF SUPPORTING METAL ROOF TRUSS

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90X35 MGP10 AT 450 MAX CRS 1ST FLOOR (MAX. HEIGHT 2700mm) 90 x 35 MGP10 AT 450 MAX. CRS. (MAX. GROUND FLOOR HEIGHT 2700mm) 90 x 45 MGP10 AT 450 MAX. CRS. (HEIGHT 2700-3000mm) 90 x 45 MGP12 AT 450 MAX. CRS. (HEIGHT 3000-3600mm) (NOGGINGS AT MIDHEIGHT) 2-90 x 45 MGP12 AT 450 MAX. CRS. (HEIGHT 3600-4200mm) (NO NOTCHING OF STUDS) (NOGGINGS AT 1/3 HEIGHT)

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REFER BRACING PLAN FOR FIXING REQUIREMENTS

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(FOLLOW TABLE 9.4 AS 1684.2)

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PROJECT ADDRESS:

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SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


12/20

BRACING PLAN GROUND & UPPER STOREYS - NTS

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METAL BRACING

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PLYWOOD BRACING

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GROUND STOREY

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UPPER STOREY

65

VOID FORM

100min TYP.

BRACING WALL PLATE TO CONCRETESLAB FIXING DETAIL (END FIXING)

PANEL WIDTHMIN. 900mm

80 MAX CRS.

150 MAX CRS.

80 MAX CRS.

80mm

EMBE

DMEN

T

80 MAX CRS.

300 M

AXCR

S150 MAX CRS.

100 minTYP

MIN. 900mm

80mm

EMBE

DMEN

T

PLYWOOD BRACING SYSTEM - PW(BRACING CAPACITY - 3.4kN/m)

NOTE:PLYWOOD SHALL BE NAILED TO FRAMEUSING 30X2.8Ø GALV. FLAT HEAD NAILS @CRS INDICATED ON FIGURE.

MINIMUM PLYWOOD THICKNESS (mm)

STRESS GRADE STUD SPACING

450 600F8 7 7F11 4.5 4.5F14 4 4F27 3 3

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PROJECT ADDRESS:

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SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


13/20

WALL BRACING TYPES - TYPICAL 1 - NTS

FIX BOTTOM PLATE TO FLOORFRAME OR SLAB WITH NOMINALFIXING ONLY (SEE AS1684.2TABLE 9.4)

60° TO30°

BRACES WALL SECTION1800 TO 2700

1200 MA.

DOUBLE DIAGONAL METAL TENSION STRAPS(BRACING CAPACITY - 1.5kN/m

DENOTED AS M ON PLAN

BOTTOM WALL PLATE TOCONCRETE SLAB FIXING DETAIL

DETAIL A - A

FIX ONE 75mm MASONRY NAIL(HAND-DRIVEN AT SLAB EDGE) TOTHE BOTTOM PLATE, MAXIMUMSPACE 1200mm CRS. (EACH CORNEROF PANEL WIDTH LESS THAN 1200mm)

BOTTOM WALL PLATE TOCONCRETE SLAB FIXING DETAIL

DETAIL A - A

FLOOR JOISTBOTTOMPLATE

PLATES UP TO 38mm THICK- 2/75 x 3.05mm NAILS @MAX. 600 CTS ORPLATES 38mm TO 50mm THICK- 2/90 x 3.05mm NAILS @MAX. 600 CTS

FLOOR LEVEL

TENSIONED GALVANISED METAL STRAPSWITH MINIMUM THICKNESS OF 0.8mm AND MINIMUM NETSETCTION OF 15.2mm2.FIXED TO STUDS WITH 1/30x2.8Ø GALVANISEDFLAT PLATES WITH 3/30 x 2.8Ø GALVANISEDFLAT-HEAD NAILS (OR EQUIVALENT)(BEND STRAPS OVERWALL PLATES AND NAIL.)

OR

DIAGONAL METAL ANGLE BRACES(BRACING CAPACITY - 1.5kN/m)

DENOTED AS M ON PLAN

BRACED WALL SECTION1800 TO 2700

1200 MAX.

A-

30 x 0.8 GALV. STRAP3-30 x 2.8 Ø NAILS TOEACH END OF STUD.(TYPICAL)

30 x 0.8 GALV. STRAP3-30 x 2.8 Ø NAILS TOEACH END OF STUD.(TYPICAL)

NO END SPLIT ALLOWEDDRILL IF NECESSARY.

GALVANISED METAL ANGLE BRACE - (20 x 18 x 1.2mm)2-30 x 2.8 Ø NAILS TO EACH STUD AND PLATES

GALVANISEDMETAL ANGLE(20 x 18 x 1.2) BRACE

NOTE:THE MAXIMUM DEPTH OF ANOTCH OR SAW-CUT SHALLNOT EXCEED 20mmSAW-CUT STUDS SHALLBE DESIGNED AS NOTCHED.

VOID FORM65

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PROJECT ADDRESS:

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SAM TOBOLOV

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PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


14/20

WALL BRACING TYPES - TYPICAL 2 - NTS

AJ

AJ

AJAJ

AJ

AJ

AJ

AJ AJ

AJ

AJ

AJ

AJ

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OFFICE:


PROJECT:

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D/S DWELLING

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SAM TOBOLOV

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PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


15/20

ARTICULATION JOINTS PLAN - NTS

AutoCAD SHX Text

ARTICULATION JOINTS - AJ

TIMBER BEAM

JOISTJOIST

FULLY NAILED PROPRIETARYJOIST HANGERS BRACKET TOMANUFACTURERSSPECIFICATION (TYP.)

FLOOR JOIST TO TIMBER BEAMCONNECTION DETAIL

3-M12 THRU BOLTSWITH OVERSIZEDWASHERS.

100 x 100 x 6 EAEACH SIDE.

D/BEAM


BEAM

AA

TIMBER BEAM TO TIMBERBEAM CONNECTION DETAIL

BEAM

BEAM60 MIN.

50 MIN.SECTION A-A

TIMBER BEAM (C)

TIMBER BEAM (D)PRYDA SPLIT JOIST HANGER (JHHS)OR APPROVED EQUIVILENTPER SIDE 16-No8 x 25 TYPE 17 PANSCREWS TO EACH BEAM (C & D)

240 ORGREATER

TIMBER BEAM (A)

TIMBER BEAM (B)PRYDA JOIST HANGER (JHH)OR APPROVED EQUIVILENTTO SUIT BEAM WIDTH(REFER TABLE BELOW)

200 ORLESS

BEAM/LINTEL TO STUB COLUMN DETAIL

SC1

TIMBER TRUSS

PROVIDE 10mm CAP/BTM PLATE,6CFW TO SC1, FIXED TO BEAM &GL1 WITH 2-M12 8.8/s BOLTS.PROVIDE 10 STIFFENER ATSUPPORT POINT.

10mm TOP PLATE6mm CFW TO BEAM

CHAMFER BEAM TO MATCHSLOPE OF ROOF

10 STIFFENER PLATE6 CFW TO STEEL BEAM

NOTE:NO ROOFLOADS ON THETOP BRICK

56 MAX.

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PROJECT ADDRESS:

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SAM TOBOLOV

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PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


16/20

ARTICULATION JOINTS DETAIL - NTS



D/BEAM


BEAM

AA


BEAM

BEAM60 MIN.

50 MIN.SECTION A-A

TIMBER BEAM (C)


240 ORGREATER

TIMBER BEAM (A)


200 ORLESS

NOTE: ALL BEAM ORLINTEL JOINTS TO BEDONE AS PER AS 1684


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SAM TOBOLOV

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PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


17/20

TYPICAL MEMBER JOINT DETAIL 1 - NTS

TIMBER BEAM/LINTEL TO COLUMN

CONNECTION DETAIL

STEEL BEAM TO STEEL

BEAM DETAIL

STEEL BEAM TO STEEL BEAM

DETAIL

PFC

CO

LU

MN

STEEL BEAM TO STEEL

COLUMN DETAIL

STEEL LINTEL TO DOUBLE

STUD DETAIL

TOP PLATE

CO

LU

MN

PFC

STEEL LINTEL

PFC

PF

C

PF

C


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PROJECT:

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D/S DWELLING

PROJECT ADDRESS:

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PROFILE HOMES

SAM TOBOLOV

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PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


18/20


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NOTE 'D' DENOTES BOLT DIAMETER

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3 SEAL PLATE AS REQUIRED

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8 SEAT PLATE WITH 6 CLEAT PLATE 6 CFW TO COLUMN 2-M16 BOLTS TO LINTEL

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TIMBER LINTEL

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/BEAM

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10 THICK CLEAT PL. 6CFW TO STEEL BEAM, FIX TO ANOTHER STEEL BEAM WITH 2-M16 8.8/S BOLTS, TYP.

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PLACE HW PACKER ALONG BOTTOM OF BEAM TO SUIT IF REQUIRED

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10 THICK CLEAT PL. 6CFW TO STEEL BEAM, FIX TO ANOTHER STEEL BEAM WITH 2-M16 8.8/S BOLTS, TYP.

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PLACE HW PACKER ALONG TOP OF BEAM TO SUIT IF REQUIRED.

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SCALE = NTS

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M10 BOLTS AT 900mm MAX. CRS

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10mm THK END PLATE 6 CFW TO STEEL LINTEL 2-M10 BOLTS

STEEL BEAM

STEEL BEAM TO DOUBLE

STUD DETAIL

PFC PARALLEL TO TOP

PLATE DETAIL

PFC PERPENDICULAR TO TOP

PLATE DETAIL

PFC "

┴

" TO DOUBLE TOP

PLATE DETAIL

PFC

PFC

PFC


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PROJECT ADDRESS:

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CLIENT:

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SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


19/20


AutoCAD SHX Text

100x100x10 EA 6 CFW TO PFC 2-M10 COACH SCREWS 35mm MIN EMBEDMENT INTO BOTTOM TOP PLATE MEMBER

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REFER TO PLAN FOR STUDS

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100x75x8 SEAT PLATE 6 CFW TO PFC 2-M10 COACH SCREWS 35mm MIN EMBEDMENT INTO BOTTOM TOP PLATE MEMBER

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

NUMBER OF TOP PLATES MAY VARIES, REFER TO MANUFACTURE'S SPECIFICATIONS

TIMBER BEAM

JOISTJOIST

FULLY NAILED PROPRIETARYJOIST HANGERS BRACKET TOMANUFACTURERSSPECIFICATION (TYP.)

FLOOR JOIST TO TIMBER BEAMCONNECTION DETAIL



D/BEAM


BEAM

AA


BEAM

BEAM60 MIN.

50 MIN.SECTION A-A

TIMBER BEAM (C)


240 ORGREATER

TIMBER BEAM (A)


200 ORLESS

BEAM/LINTEL TO STUB COLUMN DETAIL

SC1

TIMBER TRUSS

PROVIDE 10mm CAP/BTM PLATE,6CFW TO SC1, FIXED TO BEAM &GL1 WITH 2-M12 8.8/s BOLTS.PROVIDE 10 STIFFENER ATSUPPORT POINT.

10mm TOP PLATE6mm CFW TO BEAM

CHAMFER BEAM TO MATCHSLOPE OF ROOF

10 STIFFENER PLATE6 CFW TO STEEL BEAM

NOTE:NO ROOFLOADS ON THETOP BRICK

56 MAX.


WB CIVIL STRUCTURAL

ENGINEERS

ABN: 84119322436

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OFFICE:


PROJECT:

STRUCTURAL DESIGN

D/S DWELLING

PROJECT ADDRESS:

1 DAKARA CLOSE,


CLIENT:

PROFILE HOMES

SAM TOBOLOV

REGISTERED ENGINEER


PRIYAN WIJEYERATNE



SHEET NO: Rev A

SCALE: AS SHOWN

DATE: 26/04/2019


20/20


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