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RFI - S25-054 Revised Concept Issue 18.06.2025 updated
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PROPOSED RESIDENTIAL DEVELOPMENT
3 ALLAMBI RISE - NOOSA HEADS
CLIENT NAME
PROJECT No. S25-054
NOT FOR CONSTRUCTION
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
SHAUN LOCKYER ARCHITECTS S25-054
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: 3 ALLAMBI RISE - NOOSA HEADS
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: COVER SHEET
0.0
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
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Full text of sections 2 to 12 (of 40)
Section 2
STANDARD SAFE DESIGN REPORT (STD SDR REPORT) SDR5 ALL ASPECTS DETAILED OR NOTED IN THE WESTERA CIVIL/ENVIRONMENTAL/STRUCTURAL DOCUMENTS ARE SDR18 IT IS THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR'S RESPONSIBILITY TO ENSURE
THOSE REQUIRED FOR THE COMPLETED PROJECT OR DEVELOPMENT ONLY. THE BUILDER, PROJECT THAT SITE WORKERS ARE SUITABLY QUALIFIED, TRAINED AND INSURED FOR THE TASKS BEING
IN ACCORDANCE WITH THE WORK HEALTH AND SAFETY ACT AND REGULATIONS 2011 THE FOLLOWING CHECKED
MANAGER OR PRINCIPAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY NECESSARY UNDERTAKEN ON SITE. (CCD) (CE)
TASKS AND HAZARDS HAVE BEEN IDENTIFIED AS POTENTIAL CONSTRUCTION RELATED HAZARDS ASSOCIATED
WITH IMPLEMENTING THE DESIGN AS DOCUMENTED. TEMPORARY CONNECTIONS AS WELL AS SUPPORTS AND BRACING TO MAINTAIN THE STABILITY AND SAFETY
OF THE RELEVANT STRUCTURES THROUGHOUT THE CONSTRUCTION PERIOD. THIS INCLUDES ELEMENTS SDR19 IT IS THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT
(CCD) CONSTRUCTION CONFORMANCE TO DESIGN - SDR1,2,3,4,5,6,7,11,12,13,16,18,26,28 SUCH AS PREFABRICATED TIMBER AND STEEL ELEMENTS, UNRESTRAINED WALLS, CONCRETE COLUMNS, ALL SITE PERSONNEL ARE PROVIDED ADEQUATE SPACE, VENTILATION AND APPROPRIATE PERSONAL
RISK LEVEL = 3 BEAMS AND SLABS, PRECAST PANELS, ETC WHICH REQUIRE TEMPORARY SUPPORT OR PROPPING TO PROTECTIVE EQUIPMENT TO UNDERTAKE THE WORKS REQUIRED. ALL CONSTRUCTION EQUIPMENT IS TO
(SA&SWP) SITE ACCESS CONTROL AND FENCING INCLUDING STAIRS, SCAFFOLD, LADDERS, RAILINGS, SAFE WORK PREVENT OVER STRESS, EXCESSIVE DEFORMATION OR INSTABILITY UNTIL THE FINAL STRUCTURAL SYSTEM BE USED IN ACCORDANCE WITH BEST INDUSTRY SAFETY PRACTICES AND REGULATIONS. (GSW) (SWD&E)
PLATFORMS FREE FROM FALLING DEBRIS AND ADEQUATE WORKSPACE - SDR8,14,21,23,28 IS COMPLETED. THE DESIGNER IS TO BE CONTACTED FOR FURTHER ADVICE IF REQUIRED. (CCD)
SDR20 DEMOLITION WORKS ARE REQUIRED TO BE CARRIED OUT IN A SAFE, SYSTEMATIC AND ORDERLY MANNER IN
RISK LEVEL = 6
SDR6 WHERE THESE DESIGN DRAWINGS ONLY DOCUMENT PART OF A PROJECT OR DEVELOPMENT, IT IS THE ACCORDANCE WITH THE SITE SPECIFIC SAFETY PLAN AND ALL GENERAL SAFETY INDUCTION REGULATIONS.
(GSW) GENERAL SITE WORKS - SDR2,6,9,10,11,12,14,15,17,19,25,26,28 BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL DESIGN TEMPORARY PROPPING OF MEMBERS MAYBE REQUIRED IN ACCORDANCE WITH THE DIRECTION OF A
RISK LEVEL = 6 DRAWINGS ARE COORDINATED BETWEEN CONSULTANTS. FOR EXAMPLE, CO-ORDINATION TO ENSURE SUITABLY QUALIFIED PROFESSIONAL IN ACCORDANCE WITH RELEVANT SAFETY PRACTICES AND
APPROPRIATE SLAB THICKENINGS AND DETAILING FOR SEWAGE/STORMWATER CONNECTIONS, REGULATIONS. (DEM) (SIC)
(CE) USE OF CONSTRUCTION EQUIPMENT - SDR18,24,28
RISK LEVEL = 6 LOAD-BEARING AND BRACING WALL ELEMENTS, CAST IN FIXINGS, ETC. (CCD) (GSW)
SDR21 AT ALL TIMES THE BUILDER, PROJECT MANAGER, OR PRINCIPAL CONTRACTOR IS TO PROVIDE LOCAL
(SWD&E) STORMWATER, DRAINAGE AND ELECTRICAL SERVICES WORK - SDR9,10,14,19,28 SDR7 NO ALLOWANCE HAS BEEN MADE FOR CONSTRUCTION LOADS INCLUDING STACKING OF MATERIALS ON TRAFFIC AND PEDESTRIAN MANAGEMENT PLANS AS NEEDED TO ENSURE SAFE ACCESS AROUND AND ONTO
RISK LEVEL = 6 DECKS, FLOORS OR ROOF PLATFORMS, LOADS IMPOSED DUE TO PLANT, MACHINERY, LIFTING DEVICES, THE BUILDING SITE. CONSIDERATION MUST ALSO BE GIVEN TO SAFE WORKER ACCESS TO ALL WORK AREA
IMPACT/VIBRATION/CYCLIC LOADS, ETC. IT IS THE BUILDER, PROJECT MANAGER OR PRINCIPAL INCLUDING ADEQUATE WALKWAYS AND STAIRS, SCAFFOLDING, SECURE LADDER ACCESS, SAFE WORKING
(W@H) WORKING AT HEIGHTS - SDR21,22,23,28 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE DESIGNER OF ANY LOADS, THAT ARE NOT DOCUMENTED, PLATFORMS, ACCESS PATHS FREE FROM FALLING OBJECTS, ADEQUATE RAILINGS, FALL ARREST SYSTEMS,
RISK LEVEL = 7 THAT THE STRUCTURE MAY BE SUBJECTED TO DURING CONSTRUCTION. (SIC) (OL) (EA) (CCD) ETC. ALL PITS, FLOOR CAVITIES AND RELATED COVERS AND GRATES MUST BE MADE SAFE. (SA&SWP)
(DEM) DEMOLITION - SDR10,15,18,20,26,28 (W@H) (FC)
SDR8 UNLESS NOTED ON THE DRAWINGS NO ADDITIONAL ALLOWANCE HAS BEEN MADE FOR SPECIFIC LOADS
RISK LEVEL = 7 ASSOCIATED WITH THE MAINTENANCE OF THE STRUCTURE OR DEVELOPMENT. SDR22 ALL FORMWORK AND SCAFFOLDING SYSTEMS ARE TO BE DESIGNED AND CERTIFIED BY A LICENSED
(EA) ENVIRONMENTAL GROUND VIBRATIONS, NOISE AND DUST - SDR7,9,28 THE DESIGNER IS TO BE INFORMED OF ANY REQUIREMENTS NECESSARY TO EXTERNALLY SUPPORT CONTRACTOR TO COMPLY WITH RELEVANT AUSTRALIAN STANDARDS AND KEPT AND MAINTAINED IN A
RISK LEVEL = 6 PLATFORMS, CRANES, SCAFFOLDS ETC AS REQUIRED. (SIC) (SA&SWP) (CCD) (OL) GOOD WORKING ORDER. REGULAR CHECKS ON ERECTED MEMBERS AND FIXINGS MUST BE CARRIED OUT
BY A QUALIFIED PROFESSIONAL TO ENSURE COMPLIANCE WITH THE DESIGN. (FC) (W@H)
(SP&IT) SURROUNDING PROPERTY AND INFRASTRUCTURE INCLUDING TREES - SDR9,10,28 SDR9 DURING CONSTRUCTION, THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR SHALL
RISK LEVEL = 5 PROTECT NEIGHBOURING PROPERTIES FROM NOISE AND DUST IN ACCORDANCE WITH LOCAL SDR23 CLIMBING ON SCAFFOLDING OR FORMWORK AND WORKING AT HEIGHTS WITHOUT SUITABLY
AUTHORITY REQUIREMENTS, RADIATION, GROUND VIBRATIONS, STORMWATER FLOWS AND OTHER APPROVED RAILINGS, BARRIERS AND RESTRAINTS FIXED OFF TO CERTIFIED ANCHOR POINTS IS
(EX) TRENCHING AND EXCAVATIONS >1m - SDR10,14,28 CONSTRUCTION HAZARDS. CONDITION REPORTS ON NEIGHBOURING PROPERTIES AND STRUCTURES STRICTLY PROHIBITED. (FC) (W@H) (SA&SWP)
RISK LEVEL = 7 ARE RECOMMENDED PRIOR TO CONSTRUCTION. (EA) (SWD&E) (U/AGS) (P&IT) (GSW)
(CS) CONFINED SPACES - SDR10,14,16,27,28 SDR24 ALL SITE MACHINERY AND ELECTRICAL EQUIPMENT IS TO BE KEPT IN GOOD WORKING ORDER WITH
RISK LEVEL = 7 SDR10 THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR IS REQUIRED TO VERIFY AND IF CURRENT SAFETY TAGGING AND SERVICING WHERE APPLICABLE. (CE) (SWD&E)
NECESSARY CONDUCT FURTHER SEARCHES TO ACCURATELY LOCATE EASEMENTS, UNDER GROUND
(U/AGS) - WORK AROUND UNDERGROUND AND ABOVE GROUND SERVICES AND OBSTRUCTIONS - SDR9,10,28 AND ABOVE GROUND SERVICES, PROPERTY BOUNDARIES, TREES, EXISTING STRUCTURES AND OTHER SDR25 THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR IS TO ADEQUATELY TREAT AND DISPOSE
RISK LEVEL = 7 OBSTRUCTIONS PRIOR TO DEMOLITION AND OR CONSTRUCTION. THE DESIGNER IS TO BE IMMEDIATELY OF DANGEROUS SITE MATERIALS INCLUDING CONTAMINATED SOILS AND ASBESTOS IN ACCORDANCE
NOTIFIED OF ANY ELEMENTS NOT SHOWN ON THE APPROVED DRAWINGS AS THE DESIGN AND SAFETY WITH AUTHORITY REGULATIONS, INDUSTRY STANDARDS AND PRACTICES. (HM) (GSW)
(HM) EXPOSING AND HANDLING HAZARDOUS MATERIALS - SDR16,25,28
RISK LEVEL = 4 DESIGN REPORT MAY REQUIRE AMENDING. (DEM) (SP&IT) (U/AGS) (GSW) (SWD&E)
SDR26 THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR IS TO ENSURE THAT THE SITE IS
(FC) FORMWORK CONSTRUCTION - SDR21,22,23,28 SDR11 THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR MUST OBTAIN DESIGN AND INSPECTION MAINTAINED IN A SAFE WORKING MANNER AND THAT ALL SITE PRACTICES ARE IN ACCORDANCE WITH
CERTIFICATES ON ALL SUNDRY ELEMENTS OF THE STRUCTURE AND DEVELOPMENT INCLUDING BUT NOT CURRENT WORK PLACE HEALTH AND SAFETY LAWS AND REGULATIONS. (CCD) (GSW)
RISK LEVEL = 6
LIMITED TO COMPACTION TESTING, PIPELINE TESTING, CLADDING DESIGN AND FIXINGS, WINDOWS, SDR27 IDENTIFIED CONFINED SPACES COMPLY WITH RELEVANT STANDARDS FOR REASONABLY SAFE ACCESS
(LSC) LIFTING AND POSITIONING OF STRUCTURAL COMPONENTS - SDR15,18,28
BALUSTRADES, STAIRS, SUSPENDED CEILINGS, INTERNAL FIT-OUT ITEMS AND ALL OTHER ELEMENTS NOT AND MINIMIZED FOR ENTRY. THE BUILDER, PROJECT MANAGER AND/OR THE PRINCIPAL CONTRACTOR
RISK LEVEL = 6
DETAILED IN THE DESIGN DOCUMENTS. (GSW) (CCD) HAS RESPONSIBILITY TO CONTROL ACCESS AND MANAGE ASSOCIATED HAZARDS AND RESIDUAL RISKS
(SIC) STRUCTURE/MEMBER INSTABILITY DURING CONSTRUCTION - SDR7,8,12,14,20,28 WHICH MAY INCLUDE INUNDATION, BIOLOGICAL, ENGULFMENT, ASPHYXIATION, ETC. THROUGH ACCESS
RISK LEVEL = 6 SDR12 THE CONSTRUCTION IS TO BE FULLY CARRIED OUT IN ACCORDANCE WITH ALL DESIGN DRAWINGS CONTROL, PERMITS, AND MONITORING PROCESSES. (CS)
AND NOTES AS DOCUMENTED. IF CONSTRUCTION CEASES AT ANY STAGE, THE DESIGNER IS TO BE
(OL) OVER LOADING DUE TO CONSTRUCTION & MAINTENANCE LOADS - SDR7,8,15,28 NOTIFIED TO PROVIDE ADVICE ON THE SAFETY OF COMPLETED CONSTRUCTION WORK AT THAT SDR28 REFER DRAWING SHEETS FOR ANY SPECIFIC ADDITIONAL REQUIREMENTS.
RISK LEVEL = 5 TIME. (SIC) (GSW) (CCD)
(AMH) ADDITIONAL MATERIAL HAZARDS EXIST. REFER TO PROJECT SID HAZARD CHECKLIST (FORM WHS 006 a & b) SDR13 IT IS THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR'S RESPONSIBILITY
TO INFORM THE DESIGNER OF ANY CHANGE TO CONTRACTUAL ARRANGEMENTS
THE ABOVE LISTED TASKS AND HAZARDS HAVE BEEN ASSESSED AND ARE TO BE FURTHER MITIGATED BY
1) FOLLOWING RISK REDUCTION MEASURES AS INDICATED ABOVE.
BETWEEN THE CLIENT AND THEMSELVES WHICH MAY IMPACT ON THE DESIGN AND RISK TABLE '2' MITIGATED HAZARD RISK ASSESSMENT TOOL WITH RECOMMENDED ACTIONS BY PCBU REPRESENTATIVE
2) COMPLY WITH RISK TABLE '2' SUGGESTED ACTIONS. SAFETY OF THE DESIGN. (CCD) RISK LEVEL =
CONSEQUENCE IF IT DID OCCUR
3) IMPLEMENTING AND COMPLY WITH RISK REDUCTION MEASURES INDICATED IN THE PROJECT SDR14 THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR SHALL PROVIDE CONSEQUENCE x PROBABILITY
SID-ARAM (FORM WHS-006b) IF ABOVE (AMH) - ADDITIONAL MATERIAL HAZARD BOX IS CHECKED. SUITABLE WARNING SIGNS, BARRIERS AND ACCESS CONTROLS TO CONFINED SPACES 1 - INSIGNIFICANT. 2 - MINOR. 3 - CONSIDERABLE. 4 - EXTREME. 5 - CATASTROPHIC.
PROBABILITY OF EVENT (NO DAMAGE ). (SOME DAMAGE AND/OR (REPAIRABLE DAMAGE (SERIOUS DAMAGE (MAJOR DAMAGE
SDR1 IT IS THE CLIENT'S RESPONSIBILITY TO PROVIDE THIS 'SAFE DESIGN REPORT' TO THE BUILDER, PROJECT AND FENCING AROUND ALL EXCAVATIONS. AT NO STAGE SHOULD AN EXCAVATION BE OCCURRING FIRST AID TREATMENT). AND/OR INJURIES AND/OR FATALITY OR AND/OR MULTIPLE
MANAGER AND/OR PRINCIPAL CONTRACTOR AND THEIR MUTUAL RESPONSIBILITY TO HAVE A SAFETY APPROACHED OR ENTERED INTO UNLESS AN APPROVED AND CERTIFIED SHORING CAUSING LOST TIME). PERMANENT DISABILITY). FATALITIES).
MANAGEMENT PLAN ("SMP") FOR SITE ACCESS AND SAFE WORKING. (CCD) (SA&SWP) SYSTEM HAS BEEN INSTALLED OR THE BANKS HAVE BEEN BATTERED AND/OR BENCHED 1 - WILL ONLY OCCUR IN
1 2 3 4 5
IN ACCORDANCE WITH THE PROJECTS GEOTECHNICAL ENGINEERING SPECIFICATION EXCEPTIONAL CIRCUMSTANCES
SDR2 IT IS THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR'S RESPONSIBILITY TO BUILD THE WORKS AND/OR WRITTEN INSTRUCTIONS BY THE INSPECTING GEOTECHNICAL ENGINEER. 2 - COULD OCCUR AT SOMETIME 2 4 6 8 10
STRICTLY IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND NOT TO MAKE ANY VARIATIONS TO THE (SA&SWP) (EX) (GSW) (SIC) (SWD&E)
CONSTRUCTION WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE DESIGNER. (CCD) (GSW) 3 - LIKELY TO OCCUR SOMETIME 3 6 9 12 15
SDR15 AT NO STAGE SHALL SITE PERSONNEL PASS UNDER MATERIALS BEING LIFTED AND
4 - WILL PROBABLY OCCUR 4 8 12 16 20
SDR3 IT IS THE CLIENT'S RESPONSIBILITY, THROUGH CONSULTATION AND ENGAGEMENT OF SUITABLY QUALIFIED MOVED AROUND ON SITE. IT IS THE BUILDER, PROJECT MANAGER OR PRINCIPAL
CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT SITE MATERIALS ARE DELIVERED, 5 - EXPECTED TO OCCUR 5 10 15 20 25
PROFESSIONALS, TO MAKE THE DESIGNER AWARE OF ANY INFORMATION RELATING TO HAZARDS AND RISKS
WHERE CONSTRUCTION WORK IS TO BE CARRIED OUT, INCLUDING BUT NOT LIMITED TO: THE LOCATION OF TRANSPORTED, STORED AND POSITIONED IN A SAFE MANNER AND IN ACCORDANCE RISK LEVEL 1 TO 3 = MINOR 4 TO 6 = LOW 7 TO 8 = MODERATE 9 TO 10 = SIGNIFICANT 11 TO 18 = MAJOR 19 TO 25 = EXTREME
UNDER GROUND AND ABOVE GROUND SERVICES, IDENTIFICATION OF CONTAMINATED SOILS OR UNEXPECTED WITH THE PRODUCT SPECIFICATION, THE SITE SPECIFIC SAFETY PLAN AND GENERAL BEFORE CARRYING OUT UNACCEPTABLE RISK UNACCEPTABLE RISK.
SUGGESTED BE AWARE OF ENSURE PREPARE WORK
SOILS AND OTHER MATERIALS OR THE PRESENCE OF DANGEROUS MATERIALS INCLUDING ASBESTOS. (CCD) SAFETY INDUCTION REGULATIONS. (LSC) (GSW) (OL) (DEM) ACTIONS BY THE RISK AND ADEQUATE METHOD STATEMENTS, WORKS NECESSITATING THIS FURTHER MITIGATIONS THE HAZARD HAS NOT
PRINCIPAL CONSEQUENCES. CONTROL ENSURE ADEQUATE RISK, MEET WITH THE ARE REQUIRED. BEEN MITIGATED TO
SDR16 BUILDERS AND CONTRACTORS ARE REQUIRED TO OBTAIN AND COMPLY WITH MATERIAL BUILDER TAKE ADEQUATE MEASURES. MONITORING OF THE DESIGNER TO DISCUSS ALL ALTERNATIVELY, THE "REASONABLE
SDR4 THIS DESIGN HAS BEEN DOCUMENTED IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS, LOCAL MEASURES OUTLINED IN THE CHANGED TO THE PRACTICABLE "RISK
PRODUCT SPECIFICATIONS AND RECOMMENDATIONS WHEN USING MATERIALS AND AND/OR PRECAUTIONS. ENSURE ALL WORKS. ADHERE
AUTHORITY REGULATIONS AND STANDARD BUILDING CODES OF PRACTICE UNLESS NOTED OTHERWISE. PROJECT CONTRACTORS CLOSELY TO THE DESIGN DOCUMENTS SO THAT DESIGN CONCEPT MAY REDUCTION
ELEMENTS SPECIFIED IN THE DESIGN DOCUMENTS. (HM) (CCD)
EACH LEVEL OF CONSTRUCTION IS TO BE STRUCTURALLY COMPLETED AND INSPECTED TO ENSURE DESIGN MANAGER HAVE ADEQUATE ASSOCIATED NOTES NO MITIGATION MEASURES BE REQUIRED TO STANDARD. THE
COMPLIANCE BY THE CERTIFYING AUTHORITY PRIOR TO ADVANCING TO THE NEXT STAGE OF WORK. IT IS THE SDR17 TRAINING. ON THE DESIGN ARE MISSED. PREPARE MEET WESTERA'S DESIGN AD HAZARD
THE BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR MUST ELIMINATE OR DETAILED WORK PLANS, SAFE SAFE DESIGN REDUCTION
DOCUMENTS.
BUILDER, PROJECT MANAGER OR PRINCIPAL CONTRACTOR'S RESPONSIBILITY TO PROGRAM THE WORKS IN A LIMIT (SO FAR AS REASONABLE PRACTICABLE) SLIP HAZARDS AND PROTRUDING, SHARP WORK METHOD STATEMENTS REQUIREMENTS. APPROACH IS
SAFE MANNER AND TO HIGHLIGHT TO THE DESIGNER ANY ASPECTS OF THE WORK THAT MAY REQUIRE OR ABRASIVE ELEMENTS ON SITE. HAZARDOUS ELEMENTS MUST BE CAPPED, (SWMS), PERMIT TO START, INADEQUATE.
FURTHER CLARIFICATION OR ADVICE WITH REGARD TO THE HEALTH AND SAFETY OF THE PROJECT. (CCD) ADEQUATELY SCREENED OR CLEARLY MARKED TO ENSURE SITE SAFETY. (GSW) MONITORING, TRAINING, ETC.
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: CONSTRUCTION NOTES - SHEET 1
1.0
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 3
L2 THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAVE BEEN DESIGNED USING
GENERAL NOTES THE FOLLOWING BASE WIND PARAMETERS IN ACCORDANCE WITH AS1170.2.
DRAINAGE/PLUMBING/TREES
G1 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER IMPORTANCE LEVEL - 2 WIND SPEED (m/s) WIND PRESSURE (kPa)
CONSULTANTS DRAWINGS, SPECIFICATIONS AND INSTRUCTIONS. ANY DISCREPANCIES OR OMISSIONS REGION - B1 SERVICEABILITY - 42.64 SERVICEABILITY - 1.09 D1 THE EXTERNAL FINISHED SURFACE SURROUNDING THE FOOTINGS AND SLAB ON GROUND IS TO BE
SHALL BE REFERRED TO THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. TERRAIN CATEGORY - TC1 WELL DRAINED AT ALL TIMES BY SLOPING THE SOIL AWAY FROM THE BUILDING AND GRADED TO GIVE A
ULTIMATE - 62.32 ULTIMATE - 2.33
SLOPE OF NOT LESS THAN 50mm OVER THE FIRST 1 METER FROM THE BUILDING. PONDING OF WATER
AROUND THE BUILDING IS TO BE PREVENTED DURING AND AFTER CONSTRUCTION. ALL WATER IS TO
G2 PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL CHECK AND CO-ORDINATE
BE DRAINED TO EITHER THE STREET FRONTAGE OR TO FIELD DRAIN PITS CONNECTED TO A
WITH THE ARCHITECT AND OTHER CONSULTANTS ALL STEPS, FALLS, REBATES, SETDOWNS, CHASES AND
DISCHARGE LINE. SPOON DRAINS ARE TO BE LOCATED AT THE TOP AND BOTTOM OF ALL BATTERS.
PENETRATIONS.
REFER TO THE BCA CLAUSE 3.1.2 FOR FURTHER DRAINAGE REQUIREMENTS.
G3 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. DIMENSIONS SHALL NOT BE
OBTAINED BY SCALING OFF THE DRAWINGS. D2 ENSURE PLUMBING INCLUDING STORMWATER DISCHARGE, SEWERAGE AND DRAINAGE ARE KEPT IN
L3 THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAVE BEEN DESIGNED USING GOOD WORKING ORDER AND ARE NOT ALLOWED TO SATURATE THE GROUND AROUND THE BUILDING.
G4 THE FOLLOWING BASE EARTHQUAKE PARAMETERS IN ACCORDANCE WITH AS1170.4 REPAIRS TO DAMAGE MUST BE ADDRESSED PROMPTLY
ALL DIMENSIONS SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORKS.
PROBABILITY FACTOR - 1.0
G5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE AND ADJACENT HAZARD FACTOR - 0.08 D3 TREES AND SHRUBS ARE TO BE KEPT A MINIMUM OF 2 TIMES THEIR MATURE HEIGHT AWAY FROM THE
STRUCTURES IN A STABLE CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED DURING THE BUILDING. IN THE EVENT THIS CANNOT BE ACHIEVED A "ROOT BARRIER" SYSTEM SHALL BE INSTALLED
DOMESTIC STRUCTURE - YES
WORKS. AND CERTIFIED BY A SPECIALIST CONTRACTOR TO PROTECT THE BUILDINGS FOUNDATION SYSTEM.
SUBSOIL CLASS - Ce
G6 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT CURRENT CURRENT EARTHQUAKE DESIGN CATEGORY - EDC1 D4 ALL PLUMBING INSTALLED ON REACTIVE CLAY SITES IS TO BE PLACED IN ACCORDANCE WITH THE BSA
AUSTRALIAN STANDARDS, THE BCA, AND LOCAL COUNCIL REGULATIONS. WHERE THESE PARAMETERS ARE BEING CONSIDERED BY OTHERS FOR USE ON ANY RECOMMENDED GUIDELINES FOR SANITARY AND STORMWATER INSTALLATION ON REACTIVE CLAY
SITES AS A MINIMUM STANDARD.
ELEMENTS ON THE BUILDING, THEY SHOULD BE DESIGN CHECKED BY ANOTHER
G7 ALL NON-LOADBEARING WALLS SHALL BE KEPT 20mm CLEAR OF THE UNDERSIDE OF SLABS, BEAMS AND SUITABLY QUALIFIED ENGINEER WHO SHOULD ALSO PROVIDE CERTIFICATION FOR
OTHER STRUCTURAL ELEMENTS, UNLESS NOTED OTHERWISE. THAT ELEMENT. WESTERA PARTNERS ARE NOT RESPONSIBLE FOR EARTHQUAKE
LOADING CALCULATIONS ON ELEMENTS PROVIDED BY OTHERS.
FOUNDATIONS
G8 THE CONTRACTOR IS TO CONFIRM THE LOCATIONS OF ALL EXISTING UNDERGROUND SERVICES AND
F1 REFER TO SOIL REPORT AND FOOTING PLAN FOR REFERENCE TO THE REQUIRED FOUNDING
TAKE NECESSARY MEASURES TO AVOID CLASHES PRIOR TO COMMENCING EARTHWORKS AND/OR PILING. LOAD COMBINATIONS HAVE BEEN CALCULATED IN ACCORDANCE WITH AS/NZS 1170.0
L4 MATERIAL FOR THE FOOTINGS, THE SOIL PROFILE ACROSS THE SITE AND SPECIFIC SITE
RECOMMENDATIONS.
G9 THE STRUCTURAL ENGINEERING DESIGN DOCUMENTED FOR THIS PROJECT RELATES TO THE PROPOSED
NEW CONSTRUCTION OF BUILDING ELEMENTS. THE CONDITION AND COMPLIANCE OF EXISTING SITE PREPARATION F2 THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SHOULD THE FOUNDATION MATERIAL DIFFER
STRUCTURAL COMPONENTS HAVE NOT BEEN ASSESSED NOR CERTIFIED AS PART OF WESTERA FROM THAT STATED IN THE SOIL REPORT.
PARTNERS COMMISSION ON THIS PROJECT UNLESS SPECIFICALLY STATED ON THE DESIGN DOCUMENTS. SP1 SITE EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH AS3798 - GUIDELINES ON
EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS. F3 TOPSOIL CONTAINING PLANT ROOTS AND ANY ORGANIC MATERIAL SHALL BE REMOVED FROM
G10 IT IS THE BUILDERS RESPONSIBILITY TO OBTAIN SUFFICIENT SURVEY & GEOTECHNICAL ADVICE AND TO THE BUILDING AREA PRIOR TO CONSTRUCTION.
INSTALL RETENTION SYSTEMS AS NECESSARY TO FACILITATE EXCAVATIONS ADJACENT TO SITE SP2 REFER TO THE GEOTECHNICAL REPORT FOR THE SOIL PROFILE ACROSS THE SITE AND SITE
BOUNDARIES. RECOMMENDATIONS. F4 FOOTINGS SHALL BE LOCATED CENTRALLY UNDER COLUMNS AND WALLS UNLESS NOTED
OTHERWISE.
G11 WHERE PROPRIETARY ITEMS / ELEMENTS / ASPECTS FORM PART OF THE STRUCTURE, WESTERA SP3 THE SITE SHALL BE STRIPPED OF ALL TOPSOIL & VEGETATION AND PROOF ROLLED TO IDENTIFY SOFT
PARTNERS HAS RELIED UPON MANUFACTURERS SUPPLIED INFORMATION FOR THEIR SPECIFICATION AND SPOTS, WHICH SHALL BE EXCAVATED AND REPLACED WITH SUITABLE FILL APPROVED BY THE F5 ALL WATER AND LOOSE MATERIAL SHALL BE REMOVED FROM FOOTING EXCAVATIONS PRIOR TO
DESIGN. GEOTECHNICAL ENGINEER. CONCRETING.
G12 UNLESS NOTED OTHERWISE WESTERA PARTNERS CERTIFICATION EXCLUDES NON-STRUCTURAL SP4 IN ACCORDANCE WITH AS3798, THE COMPACTION REQUIREMENTS FOR SHALLOW FILL ARE AS F6 UNLESS OTHERWISE NOTED ON DRAWINGS, ALL FOOTINGS SHALL BE FOUNDED INTO MATERIAL
CLADDING ELEMENTS INCLUDING FIRE RATING AND / OR FIRE TOXICITY FOR SUCH CLADDING ELEMENTS. FOLLOWS: HAVING A SAFE BEARING CAPACITY OF NOT LESS THAN 100kPa. TO BE CONFIRMED IN WRITING
BY A GEOTECHNICAL ENGINEER.
G13 "AS CONSTRUCTED" DRAWINGS WHEN ISSUED BY WESTERA PARTNERS SHALL ONLY INCORPORATE A) SAND UP TO 800mm DEEP IS TO BE COMPACTED IN 200mm LAYERS BY A VIBRATING PLATE
F7 IT IS THE BUILDING CONTRACTORS RESPONSIBILITY TO MAINTAIN FOOTING DIMENSIONS
DESIGN CHANGES FORMALLY ADVISED BY CLIENT/BUILDER, AND APPROVED AND INSPECTED BY OR VIBRATION ROLLER. THE FILL IS TO HAVE AN N VALUE OF 7 USING A STANDARD
INDICATED ON THE DRAWINGS. THE BUILDER IS TO SEEK GEOTECHNICAL ADVICE ON THE
WESTERA PARTNERS. PENETROMETER TEST. DENSITY INDEX IS TO BE NOT LESS THAN 75% IN ACCORDANCE
ABILITY TO EXCAVATE THE EXISTING GROUND IN ITS PRESENT CONDITION AND ALLOW FOR
WITH AS1289. TESTING OF DENSITY INDEX SHALL BE DONE IN ACCORDANCE WITH AS1289.
FORMWORK OR MASS CONCRETE OVER POUR.
G14 WESTERA PARTNERS HAS LIMITED CONTROL OR INPUT TO LOCAL GOVERNMENT OR OTHER
LEGISLATED APPROVALS UNLESS SPECIFICALLY ENGAGED BY ITS CLIENT. ANY CHANGES TO B) NON-SAND FILL UP TO 400mm DEEP SHALL BE COMPACTED IN NOT MORE THAN 150mm
APPROVAL REQUIREMENTS (INCLUDING ORDERS FOR SUSPENSION OF WORKS ETC) SHOULD BE
COMMUNICATED TO WESTERA PARTNERS AND ALL OTHER RELEVANT DESIGNERS TO ALLOW
LAYERS BY A MECHANICAL ROLLER, CLAY FILL SHALL BE MOIST DURING COMPACTION.
STANDARD COMPACTION INDEX IS NOT TO BE LESS THAN 95% FOR A RESIDENTIAL
CONCRETE
ASSESSMENT OF POTENTIAL RISKS AND ENSURE DESIGN AND SAFETY COMPLIANCE. PROJECT AND 98% FOR A COMMERCIAL DEVELOPMENT OR PAVEMENT IN ACCORDANCE C1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600 CONCRETE
WITH AS1289. REACTIVE CLAY SHOULD BE AVOIDED AS FILL BUT IF USED SHOULD BE STRUCTURES CODE AND THE REFERENCED STANDARDS THEREIN.
G15 THE CONTRACTOR SHALL CONTACT THE ENGINEER AT LEAST 24 HOURS PRIOR TO PLACED AT A MOISTURE CONTENT WHICH APPROXIMATES THE FIXED EQUILIBRIUM
ARRANGE AN INSPECTION WHEN REQUIRED. MOISTURE CONTENT. C2 THE CONCRETE STRENGTH GRADE AND THE COVER TO REINFORCEMENT FOR THE VARIOUS
CONCRETE ELEMENTS SHALL BE AS LISTED BELOW:
LOADINGS SP5 ANY FILLED BUILDING PLATFORMS IN EXCESS OF THE FILL LEVELS DESCRIBED ABOVE SHALL BE
CONTROLLED FILL IN ACCORDANCE WITH AS3798 - GUIDELINES ON EARTHWORKS FOR COMMERCIAL
L1 SURFACES IN CONTACT INTERIOR EXTERIOR
THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED FOR THE AND RESIDENTIAL DEVELOPMENTS OR THE GEOTECHNICAL REPORT. THE TESTING AND CERTIFICATION
FOLLOWING LIVE LOADS: OF THE FILL PLATFORM SHALL BE CARRIED OUT BY A SUITABLY QUALIFIED TESTING BODY. WITH GROUND SURFACES SURFACES
ELEMENT STRENGTH COVER STRENGTH COVER STRENGTH COVER
LOCATION UNIFORM LOAD (kPa) POINT LOAD (kN) SP6 FOR SITES WHERE CUT AND FILL IS REQUIRED, THE FILL SHALL CONTINUE PAST THE EDGE OF THE
GRADE GRADE GRADE
BUILDING AT LEAST 1m AND SHALL BE RETAINED OR BATTERED BEYOND THIS POINT. REFER TO THE FOOTINGS U.N.O N25 50 - - - -
GARAGE SLAB 2.5 13 GEOTECHNICAL REPORT FOR BATTER SLOPE DETAILS. UNLESS NOTED OTHERWISE THE INTERIOR OF
FOOTINGS BEAMS N32 50 - - - -
1.8 THE SLAB SHALL BE FOUNDED ON COMPACTED MATERIAL AND THE EDGE BEAMS & INTERNAL LOAD-
GENERAL AREAS 1.5 BEARING ELEMENTS SHALL BE FOUNDED ON NATURAL SOIL (REFER GEOTECHNICAL REPORT) GROUND SLAB & STAIRS N32 50 N32 30 SB40 45
BALCONIES 2.0 1.8 SUSPENDED SLABS - - N40 30 SB40 45
ROOF 0.25 1.1 CONC COLUMNS/WALLS - - N40 30 SB40 45
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: CONSTRUCTION NOTES - SHEET 2
1.1
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 4
FOR CONCRETE USING NORMAL PORTLAND CEMENT AS3972 - TYPES A OR D WITHOUT
CONCRETE CONTINUED C20
ADMIXTURES, STRIPPING STAGES SHALL CONFORM TO THE MINIMUM STRIPPING TIMES FOR THE
C30 A VAPOUR BARRIER OF 0.2mm (200um) MINIMUM THICK POLYTHENE SHEETING SHALL BE
APPROPRIATE EFFECTIVE SPANS AND TEMPERATURES GIVEN IN THE FOLLOWING TABLE:
PLACED BENEATH SLABS ON GROUND UNLESS NOTED OTHERWISE.
C3 CONCRETE TO HAVE A MAXIMUM AGGREGATE SIZE OF 20mm WITH 80mm MAXIMUM SLUMP, A
WATER/CEMENT RATIO OF NOT GREATER THAN 0.65 AND A MAXIMUM FINAL BASIC DRYING MEMBER
SHRINKAGE STRAIN OF 800 x 10 , UNLESS APPROVED OTHERWISE. MEMBER MEMBER MINIMUM STRIPPING TIME (DAYS) FOR
C4 NO ADDITIVES SHALL BE ADDED OF APPLIED TO THE CONCRETE MIX WITHOUT THE APPROVAL OF
TYPE SPAN (m) AVERAGE AIR
TEMP. DURING PERIOD PRIOR
CONCRETE SHRINKAGE CRACKING
THE ENGINEER. TO STRIPPING TO REDUCE THE OCCURRENCE OF SHRINKAGE CRACKING IN CONCRETE SLABS, THE FOLLOWING
21°C+ 10-21°C 5-10°C GUIDELINES SHOULD BE FOLLOWED:
C5 THE MAXIMUM PERMISSIBLE TRANSPORT TIME FOR CONCRETE BETWEEN BATCHING AND
BE IN
PLACEMENT ON SITE SHALL BE IN ACCORDANCE
ACCORDANCE WITH THE FOLLOWING TABLE. 2 2 5
WALL CS1 SLABS ON GROUND SHOULD BE POURED ON POLYTHENE SHEETING OVER A SMOOTH SUB-BASE.
AMBIENT AIR MAX. BATCHING TO PLACEMENT TIME VERTICAL AND COLUMN
TEMPERATURE UNLOADED BEAM SIDE CS2 WATER MUST NOT BE ADDED TO THE CONCRETE MIX AFTER IT LEAVES THE BATCHING PLANT
UNLESS ORDERED BY THE SUPPLIER.
10° - 24°C 120 MINUTES 5 6 7
WALL, COLUMN OR
25° - 27°C 90 MINUTES VERTICAL LOAD-BEARING CS3 PLACE CONCRETE AS SOON AS POSSIBLE.
28° - 30°C 60 MINUTES AND LOADED STRUCTURE
CS4 ADEQUATELY COMPACT THE CONCRETE, PARTICULARLY AROUND CORNERS, PENETRATIONS AND
31° - 33°C 45 MINUTES INSERTS.
HORIZONTAL SLAB UNDER 3 7 10 14
34° - 36°C 30 MINUTES
3-6 10 14 21
37°C+ NO PLACEMENT OF CONCRETE UNLESS CS5 CLOSE ANY EARLY CRACKING BY RE-COMPACTING THE CONCRETE OR RE-TROWELLING THE
OVER 6 14 21 28 SURFACE.
CHILLED WATER OR ICE IN MIX
HORIZONTAL BEAM UNDER 3 10 14 21
ALL CONCRETE
CONCRETE SHALL
SHALL BE
BE MECHANICALLY
MECHANICALLY VIBRATED.
VIBRATED. VIBRATORS
VIBRATORS SHALL
SHALL NOT
NOT BE
BE USED
USED TO
TO SPREAD
SPREAD CS6 IN WINDY CONDITIONS ERECT WIND BREAKS OR WALLS.
C6 ALL 3-6 14 21 28
CONCRETE.
OVER 6 21 28 28 CS7 APPLY ALIPHATIC ALCOHOL IMMEDIATELY AFTER SCREEDING AND BULL FLOATING.
C7 ALL CONCRETE SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH AS1379 ADOPTING THE NOTE: THIS
NOTE: THIS TABLE
TABLE IS BASED ON
IS BASED
BASED ON SUPERIMPOSED
ON SUPERIMPOSED CONSTRUCTION
SUPERIMPOSED CONSTRUCTION LOADS
CONSTRUCTION LOADS NOT
NOT EXCEEDING
EXCEEDING 1.0kPa.
1.0kPa.
CS8 RE-APPLY ALIPHATIC ALCOHOL TO SURFACES AFTER EACH FINISHING OPERATION.
PROJECT ASSESSMENT METHOD FOR COMPRESSIVE STRENGTH AND SLUMP COMPLIANCE. THE
RESULTS OF ALL TESTS SHALL BE PROMPTLY SUBMITTED TO THE ENGINEER FOR REVIEW. C21 REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY SHOWN IN TRUE CS9 ONCE THE SLAB IS FINISHED, CONTINUOUSLY CURE FOR 7 DAYS VIA WATER PONDING,
PROJECTION OR SCALE. IMPERVIOUS SHEETS OVER THE SLAB OR MEMBRANE FORMING CURING COMPOUNDS APPLIED IN
C8 WHEN THE AIR TEMPERATURE EXCEEDS 30°C, ALIPHATIC ALCOHOL SHALL BE APPLIED TO THE
ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION.
CONCRETE SURFACE OF SLABS IMMEDIATELY AFTER THE INITIAL SCREED AND AGAIN AFTER BULL C22 ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN ITS CORRECT POSITION ON PLASTIC BAR
FLOATING. CHAIRS, GENERALLY AT NOT GREATER THAN 800mm CENTRES IN BOTH DIRECTIONS. CS10 STRUCTURAL ENGINEER IS TO BE NOTIFIED BY THE CLIENT, ARCHITECT OR BUILDER, OF ANY
SPECIAL SHRINKAGE REQUIREMENTS FOR EXPOSED CONCRETE ELEMENTS PRIOR TO
C9 CURING OF ALL CONCRETE SURFACES SHALL COMMENCE IMMEDIATELY AFTER COMPLETING C23 WELDING AND HEATING OF REINFORCEMENT SHALL NOT BE PERMITTED WITHOUT APPROVAL OF THE CONSTRUCTION.
CONCRETE FINISHING AND SHALL CONTINUE FOR 7 DAYS. CONTRACTOR TO CONFIRM METHOD OF ENGINEER.
CURING WITH ENGINEER PRIOR TO USE.
CS11 WHERE BRITTLE FLOOR COVERINGS SUCH AS CERAMIC TILES ARE BEING USED, ADDITIONAL SLAB
C24 ALL STEEL REINFORCEMENT IN CONCRETE ELEMENTS SHALL BE INSPECTED BY THE ENGINEER AND REINFORCEMENT SHOULD BE ADDED TO THE SPECIFIED MINIMUM REINFORCEMENT. IF NO EXTRA
C10 SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OF APPLIED FINISHES. PASSED PRIOR TO POURING OF ANY CONCRETE. REINFORCEMENT IS ADDED, COVERING SHOULD BE DELAYED UNTIL 90 DAYS AFTER THE SLAB HAS
BEEN PLACED.
C11 BEAM DEPTHS ARE WRITTEN FIRST AND INCLUDE SLAB THICKNESS, IF ANY. C25 LAP REINFORCEMENT ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AS APPROVED BY THE
ENGINEER. CS12 ALL SHRINKAGE CRACKS ARE TO BE TREATED WITH A LOW VISCOSITY ACRYLIC POLYMER
C12 CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR
SPECIFICALLY DESIGNED TO PENETRATE, REPAIR AND SEAL MOVING CRACKS SUCH AS 3M
APPROVED BY THE ENGINEER. C26 SLAB FABRIC SHALL BE LAPPED ONE FULL PANEL OF FABRIC PLUS 50mm SO THAT THE TWO CP&R 5742 OR APPROVED EQUIVALENT.
OUTERMOST TRANSVERSE WIRES OF ONE SHEET OVERLAP THE TWO OUTERMOST TRANSVERSE
C13 NO HOLES, CHASES OR EMBEDDED ITEMS OTHER THAN THOSE SHOWN ON THE STRUCTURAL WIRES OF THE SHEET BEING LAPPED BY 50mm.
DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT PRIOR APPROVAL OF THE
ENGINEER. CONDUITS, PIPES ETC. SHALL NOT BE PLACED IN THE COVER THICKNESS OF THE
CONCRETE. BAR REINFORCEMENT SHALL BE LAPPED IN ACCORDANCE WITH THE FOLLOWING TABLE.
PC1 POLISHED/HONED CONCRETE SLABS
C27
WHERE POLISHED/HONED CONCRETE SLABS ARE REQUIRED, THE SLAB SHALL COMPLY WITH THE
C14 WHERE SERVICE PIPES PENETRATE CONCRETE ELEMENTS, PROVISION SHOULD BE MADE TO TYPICAL BAR REINFORCEMENT LAP LENGTHS
PC2 FOLLOWING:
ALLOW FOR MOVEMENT OF THE ELEMENT.
BAR LAP LENGTH UNO HORIZONTAL BARS WITH GREATER
THAN 300mm OF CONCRETE CAST BELOW THEM CONCRETE TO HAVE A MINIMUM STRENGTH GRADE OF S32 WITH A MAX SHRINKAGE STRAIN OF
C15 FORMWORK SHALL BE DESIGNED, CONSTRUCTED AND STRIPPED IN ACCORDANCE WITH AS3610
PC3 650 x10 AND A MAX WATER/CEMENT RATIO OF 0.45, UNO
FORMWORK CODE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. N12 550 750
N16 800 1100 SLABS ON GROUND TO BE A MINIMUM OF 130mm THICK, REINFORCED WITH SL81 FABRIC WITH 30mm
C16 STRIPPING OF FORMWORK AND REPROPPING OF SUSPENDED SLABS AND BEAMS SHALL BE
N20 1100 1400 TOP COVER, UNO.
CARRIED OUT PROGRESSIVELY SO THAT AT NO STAGE IS THE SLAB OR BEAM UNSUPPORTED
UNTIL IT IS PERMITTED TO FULLY REMOVE ALL PROPPING. N24 1250 1600 FOLLOW CCAA GUIDELINES FOR CONCRETE SHRINKAGE CRACKING AND POLISHED CONCRETE
N28 1400 1800 FLOORS
C17 IN MULTISTORY CONSTRUCTION, PROPS SHALL BE LOCATED IN THE SAME POSITION ON EACH
N32 1600 2100
FLOOR SO THAT THEY WILL BE CONTINUOUS IN THEIR SUPPORT FROM FLOOR TO FLOOR. WHERE
THE NUMBER OF PROPS ON A FLOOR IS REDUCED, THE REMAINING PROPS SHALL BE LOCATED N36 2000 2500
DIRECTLY UNDER PROPS ON THE FLOOR ABOVE. WHERE LAPS ARE SHOWN ON THE DRAWINGS THE ABOVE LAP LENGTHS SHALL BE ADOPTED
WHERE LAPS ARE SHOWN ON THE DRAWINGS THE ABOVE LAP LENGTHS SHALL BE ADOPTED UNLESS
UNLESS
NOTED OTHERWISE. WHERE BARS OF DIFFERENT DIAMETER ARE SHOWN LAPPED, ADOPT THE LAP
C18 PROPPING TO SUSPENDED SLABS AND BEAMS SHALL NOT BE REMOVED UNTIL THE CONCRETE LENGTH APPROPRIATE TO THE SMALLER DIAMETER BAR.
HAS ACQUIRED SUFFICIENT STRENGTH TO SUPPORT SAFELY ITS OWN WEIGHT AND ANY
SUPERIMPOSED LOAD WITHOUT DAMAGE OR UNACCEPTABLE DEFLECTION. C28 A LEVELING SAND LAYER (50mm MINIMUM IN THICKNESS) SHALL BE PLACED UNDER SLABS ON
GROUND UNO. THE SAND SHALL BE SALT FREE AND COMPACTED TO 65% DENSITY INDEX.
C19 NO MASONRY WALLS OR SIMILAR PERMANENT LOADINGS SHALL BE ERECTED ON ANY PART OF
THE STRUCTURE WHILE THE PART IS STILL SUPPORTED BY PROPS. C29 A VAPOUR BARRIER OF 0.2mm (200um) MINIMUM THICK POLYTHENE SHEETING SHALL BE PLACED
BENEATH SLABS ON GROUND UNLESS NOTED OTHERWISE.
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: CONSTRUCTION NOTES - SHEET 3
1.2
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 5
STRUCTURAL STEEL
S12 CONCRETE ENCASED STEELWORK SHALL HAVE A MINIMUM OF 50mm OF COVER CONCRETE M7 GROUT FOR CORE FILLING SHALL BE STRENGTH GRADE S20. THE GROUT SHALL HAVE A MAXIMUM
THE CONSTRUCTION CATEGORY HAS BEEN DETERMINED IN ACCORDANCE WITH AS 5131 AND THE
REINFORCED WITH W5 WIRE AT 150 CRS. OR FGW41 FABRIC UNLESS NOTED OTHERWISE. AGGREGATE SIZE OF 10mm, A MAXIMUM SLUMP OF 230mm +/-25mm AND A MINIMUM CEMENT
FOLLOWING PARAMETERS:
CONTENT OF 300kg/m³.
IMPORTANCE LEVEL - 2
SERVICE CATEGORY - SC1 S14 THE POSITION AND DETAIL OF ANY SPLICES REQUIRED OTHER THAN THOSE SHOWN ON THE
DRAWINGS SHALL BE APPROVED BY THE ENGINEER. M8 ADDITIVES SHALL NOT BE ADDED TO THE GROUT OR MORTAR WITHOUT THE SPECIFIC PERMISSION
FABRICATION CATEGORY - FC1
OF THE ENGINEER.
CONSTRUCTION CATEGORY - CC2
S15 FULL CONTACT BEARING SURFACES, WHERE SPECIFIED, SHALL COMPLY WITH CLAUSE 14.4.4.2 OF
AS4100. M9 PROVIDE CLEANOUT BLOCKS AT THE BASE OF ALL REINFORCED CORES.
S1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4100 STEEL STRUCTURES
CODE AND THE REFERENCED STANDARDS THEREIN.
S16 THE ENDS OF ALL TUBULAR MEMBERS SHALL BE SEALED WITH 5mm MINIMUM PLATES AND M10 ALL MORTAR DAGS AND PROTRUSIONS INTO THE BLOCK OR BRICK CORES SHALL BE REMOVED
CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE. PRIOR TO THE PLACEMENT OF ANY CONCRETE. LOOSE MATERIAL AND DEBRIS SHALL ALSO BE
S2 THE CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW BY THE
REMOVED FROM THE MASONRY CORES.
ENGINEER AND ARCHITECT, BEFORE FABRICATION COMMENCES.
S17 CLADDING TRIMMING MEMBERS FOR VALLEYS, EDGES, MECHANICAL AND HYDRAULIC
PENETRATIONS ARE NOT NECESSARILY SHOWN. REFER PURLIN MANUFACTURER FOR DETAILS. M11 FULLY BED SOLID UNITS, FACE BED HOLLOW UNITS AND FULLY FILL VERTICAL JOINTS. NO RAKING
S3 THE STEEL MEMBERS SHOWN ON THE STRUCTURAL DRAWINGS ARE THOSE REQUIRED FOR THE
OF MORTAR JOINTS IS PERMITTED.
COMPLETED STRUCTURE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY
NECESSARY TEMPORARY CONNECTIONS, SUPPORTS AND BRACING TO MAINTAIN THE STABILITY AND S18 SUPPORT RODS FOR CEILINGS, SERVICES, ETC, WHICH ARE SUSPENDED FROM PURLINS SHALL BE
CONNECTED TO PURLIN WEBS ONLY. NO HOLES SHALL BE DRILLED THROUGH PURLIN FLANGES. M12 GROUTING SHALL NOT COMMENCE UNTIL THE MORTAR JOINTS HAVE GAINED SUFFICIENT STRENGTH
SAFETY OF THE STEELWORK THROUGHOUT THE CONSTRUCTION PERIOD.
TO RESIST BLOWOUT AND CORES HAVE BEEN CLEANED OUT.
S4 THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR S19 UNLESS NOTED OTHERWISE ALL STEELWORK (INCLUDING FIXINGS) SHALL BE HOT DIP
GALVANISED OR PAINTED (INCLUDING CLEANING & PREPARATION) BASED ON THEIR LEVEL OF M13 GROUT SHALL BE COMPACTED BY VIBRATOR OR BY RODDING WITH A ROD NOT LESS THAN 24mm
ADDITIONAL STEELWORK, CLEATS AND BOLTS NOT SHOWN ON THE STRUCTURAL DRAWINGS.
EXPOSURE (ATMOSPHERIC CORROSIVITY CATERGORY) IN ACCORDANCE WITH AS/NZS 2312 AND DIAMETER.
S5 UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: THE REFERENCED STANDARDS THERE IN.
M14 ALL CORES SHALL BE FILLED WITH GROUT, UNLESS NOTED OTHERWISE.
ELEMENT STEEL GRADE S20 REGARDLESS OF THE PROTECTIVE COATING SYSTEM ADOPTED, SOME ONGOING MAINTENANCE IS
TO BE EXPECTED THROUGHOUT THE DESIGN LIFE OF EXPOSED STEELWORK, PARTICULARLY IN M15 REINFORCEMENT SHALL BE PLACED ACCURATELY AND TIED SECURELY BEFORE PLACEMENT OF
HOT ROLLED SECTIONS 300 PLUS COASTAL ENVIRONMENTS. GROUT.
WELDED SECTIONS (WB, WC) 300 PLUS S21 M16 UNLESS NOTED OTHERWISE VERTICAL CONTROL JOINTS SHALL BE PROVIDED IN BLOCKWORK AT
NON-DESTRUCTIVE WELD TESTING, WHERE SPECIFIED, SHALL BE CARRIED OUT BY SUITABLY
CHS UP TO AND INCLUDING 168 DIA. C250 QUALIFIED PERSONNEL IN ACCORDANCE WITH CLAUSE 7.4 OF AS1554.1 USING APPROPRIATE 8.0m CRS. AND AT 4.0m FROM CORNERS, AND IN BRICKWORK AT 5.0m CRS. AND AT 2m TO 4.5m FROM
RADIOGRAPHIC, ULTRASONIC, MAGNETIC PARTICLE OR DYE PENETRATION TECHNIQUES. THE CORNERS. CONTRACTOR TO CO-ORDINATE LOCATIONS WITH ARCHITECT. JOINTS TO BE 10mm WIDE.
CHS GREATER THAN 168 DIA, SHS AND RHS C350 RESULTS SHALL BE PROMPTLY FORWARDED TO THE ENGINEER FOR REVIEW PRIOR TO ERECTION JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH CEMENT CONCRETE & AGGREGATES AUSTRALIA
OF THE STEELWORK. TECHNICAL NOTE TN61.
FLOOR PLATES 250
MERCHANT BAR - ROUNDS, SQUARES 300 PLUS S22 ALL COATED SURFACES DAMAGED BY SITE WELDS OR CUTTING SHALL BE THOROUGHLY CLEANED, M17 NO HOLES OR CHASES SHALL BE CUT INTO BLOCKWORK/BRICKWORK WITHOUT PRIOR APPROVAL OF
AND FLATS PREPARED AND PAINTED IN ACCORDANCE WITH AS2312. THE ENGINEER.
M18 ALL WALL INTERSECTIONS SHALL BE OF BONDED CONSTRUCTION OR TIED WITH MEDIUM DUTY TIES
AT 400mm MAXIMUM CRS.
S6 UNLESS NOTED OTHERWISE, ALL WELDS SHALL BE 6mm CONTINUOUS FILLET WHERE POSSIBLE,
OTHERWISE ADOPT CPBW. ALL WELDS SHALL BE CATERGORY GP U.N.O. ALL WELDS SHALL BE FROM
M19 IN CAVITY/BRICK VENEER WALLS PROVIDE MEDIUM DUTY GALVANISED WALL TIES AT 600 CENTRES
E43XX/W40X ELECTRODES OR ALTERNATIVES GIVING A NOMINAL TENSILE STRENGTH OF WELD
METAL fuw OF 430MPa OR GREATER. MASONRY BLOCK & BRICKWORK VERTICALLY AND HORIZONTALLY AND AT 300 AVERAGE CENTRES ADJACENT TO OPENINGS. TIES TO
BE EMBEDDED A MINIMUM OF 50mm INTO THE MORTAR JOINTS. STAINLESS STEEL TIES SHALL BE
M1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3700 MASONRY CODE AND USED IN LOCATIONS LESS THAN 1km FROM THE COAST.
S7 ALL CLEATS AND GUSSET PLATES SHALL BE 10mm THICK, UNLESS NOTED OTHERWISE.
THE REFERENCED STANDARDS THEREIN.
S8 ALL BOLTS SHALL BE M20 8.8/S UNLESS NOTED OTHERWISE. BOLT HOLES SHALL BE 2mm GREATER
THAN SPECIFIED BOLT SIZE UNLESS NOTED OTHERWISE. M2 MINIMUMDURABILITY
MINIMUM DURABILITYREQUIREMENTS.
REQUIREMENTS.
LOCATION SALT ATTACK MORTAR DURABILITY CLASS OF
S9 BOLT DESIGNATIONS SHALL CONFORM TO THE FOLLOWING: RESISTANCE GRADE CLASS WALL TIES AND BUILT
OF MASONRY UNITS IN COMPONENTS
DESIGNATION AUST. STANDARD INSTALLATION METHOD
INTERIOR MASONRY GENERAL PURPOSE M3 R3
4.6/S AS 1111 SNUG TIGHT EXTERIOR MASONRY GENERAL M3 R3
GREATER THAN 1 km FROM COAST PURPOSE
8.8/S AS/NZS 1252 SNUG TIGHT
EXTERIOR MASONRY EXPOSURE M4 R4
8.8/TB AS/NZS 1252 FULLY TENSIONED (SOME SLIP ALLOWED) UP TO 1 km FROM COAST
8.8/TF AS/NZS 1252 FULLY TENSIONED WITH NO SLIP. M3 ALL MASONRY BLOCKS SHALL HAVE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 15MPa.
CONTACT SURFACES TO BE FREE FROM
APPLIED FINISHES M4 ALL LOAD-BEARING BRICKS SHALL HAVE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF
20MPa.
S10 LOAD INDICATING WASHERS SHALL BE USED TO VERIFY TIGHTENING OF BOLTS IN TF AND TB
CONNECTIONS. M5 CLAY BRICKS SHALL EXHIBIT A MAXIMUM 5 YEAR EXPANSION OF 1.0mm/m. THE BRICK SUPPLIER
SHALL PROVIDE A RECENT TEST CERTIFICATE CONFIRMING THE EXPANSION.
S11 WASHERS SHALL BE INSTALLED UNDER BOTH BOLT HEAD AND NUT AT ALL SLOTTED BOLT HOLE
LOCATIONS. M6 MORTAR SHALL BE CLASS M3 OR M4 IN ACCORDANCE WITH NOTE M2 ABOVE. REFER TO AS3700 FOR
COMPLYING MIX PROPORTIONS. SAND SHALL BE CLEAN WELL GRADED AND FREE OF SILT AND CLAY.
S12 CONCRETE ENCASED AND FIRE SPRAYED STEELWORK SHALL NOT BE PAINTED. NO "BRICKIES LOAM" ALLOWED.
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: CONSTRUCTION NOTES - SHEET 4
1.3
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 6
TIMBER FRAMING T12 UNLESS NOTED OTHERWISE, NAILS AND SCREWS TO BE DETAILED IN ACCORDANCE TIEDOWN DETAILS (N4 EQUIVALENT)
WITH THE FOLLOWING TABLE:
T1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS1720 - TIMBER STRUCTURES BATTENS TO TRUSSES/RAFTERS
CODE, AS1684 - RESIDENTIAL TIMBER FRAMED CONSTRUCTION STANDARD AND THE REFERENCED MINIMUM SPACING, EDGE & END DISTANCES ADOPT 1/75mm No.14 TYPE 17 SCREW TO ALL AREAS.
STANDARDS THEREIN. FOR NAILS & SCREWS OR FOR PROPRIETARY BATTENS FIX TO MANUFACTURERS SPECIFICATIONS.
MINIMUM DISTANCE
T2 ALL FRAMING, BRACING AND TIEDOWN INFORMATION SPECIFIED FORM THE BASIS FOR THE DESIGN OF
HOLES FOR NAILS HOLES FOR NAIL FOR SCREWS
RAFTER TO TOP PLATE
THE STRUCTURAL SUPPORT ELEMENTS DOWN TO THE FOUNDATIONS. ALTERNATIVE SOLUTIONS WILL SPACING TYPE 1/30x0.8 GI LOOPED STRAP WITH 5/2.8Ø NAILS EACH END
ONLY BE PERMITTED UPON WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. NOT PREBORED PREBORED TO 80%
OF NAIL DIAMETER
RAFTER TO BEAM (FACE MOUNTED)
T3 PREFABRICATED TIMBER ROOF TRUSSES, PROPRIETARY FLOOR JOIST SYSTEMS AND ALTERNATIVE END DISTANCE 20 D 10 D 10 D 1/LVSIA ANGLE BRACKET WITH 6/PRYDA WTF12-35 SCREWS EACH LEG
TIMBER ELEMENTS TO THOSE SHOWN ON THE ENGINEERING DRAWINGS ARE TO BE DESIGNED AND FIX EACH RAFTER TO BEAM WITH 2/No.14 TYPE 17 SCREWS WITH 35mm EMBEDMENT
CERTIFIED BY THE SUPPLIER'S STRUCTURAL ENGINEER. DESIGN AND INSPECTION CERTIFICATES FOR EDGE DISTANCE 5D 5D 5D
TO END GRAIN
THESE ELEMENTS ARE TO BE ISSUED TO THE BUILDER FOR LODGMENT WITH THE LOCAL AUTHORITY. BETWEEN NAILS OR SCREWS
20 D 10 D 10 D
- ALONG GRAIN
T4 ALL TIMBER MEMBERS USED ARE TO HAVE A MINIMUM LEVEL OF DURABILITY AS SPECIFIED IN RIBBON TOP PLATES
- ACROSS GRAIN 10 D 3D 3D JOINTS IN PLATES SHALL BE OVER STUDS AND BE NOT LESS THAN 1200mm
AS1684.2 - APPENDIX B
D = SHANK DIAMETER OF NAIL APART IN ADJOINING PLATES. A MINIMUM OF 2/75 x 3.05mm NAILS SHALL BE
T5 ALL TIMBER SHALL BE SEASONED UNLESS NOTED OTHERWISE. USED TO CONNECT THE DOUBLE PLATES TOGETHER AT EACH END .
T6 ALL TIMBER SHALL BE FREE OF GUM VEINS, KNOTS AND ANY OTHER IMPERFECTIONS WITHIN TIMBER SCHEUDLE TOP PLATES TO FRAME/SLAB BELOW
CONNECTION ZONES. M12 TIEDOWN RODS AS SHOWN ON ROOF & FLOOR FRAMING PLANS. RODS TO BE
ROOF LEVEL FIXED TO SLAB VIA RAMSET CHEMSET INJECTION 800 SERIES OR EQUIVALENT.
T7 UNLESS NOTED ON THE STRUCTURAL DRAWINGS, THE TIMBER ELEMENTS SPECIFIED HAVE NOT BEEN LOAD BEARING FRAME (3000 MAX HIGH) FIXINGS HOLE DEPTH TO BE 125mm WITH 50mm SLAB EDGE CLEARANCE.
DESIGNED TO SUPPORT HANGING DOORS, AIR CONDITIONING UNITS, WATER TANKS, ETC. THE STUD AT 450crs - 90 x 35 MGP12
CONTRACTOR IS TO SUPPLY THE STRUCTURAL ENGINEER WITH THE NECESSARY INFORMATION TO TOP PLATE - 3/35 x 90 MGP12 PLATES TO STUDS
DESIGN CHECK THE FRAMING ELEMENTS AND MAKE CHANGES ACCORDINGLY IF REQUIRED. BOTTOM PLATE - 35 x 90 MGP12 (WHEN CONTINUOUSLY SUPPORTED) 2/75mm NAILS SKEWED THROUGH STUD INTO THE PLATE.
NOGGINGS - 90 x 35 MGP10 (AT 1350 crs)
T8 WASHERS SHALL BE PROVIDED UNDER ALL NUTS AND BOLT HEADS BEARING AGAINST TIMBER IN
MULTIPLE STUDS
ACCORDANCE WITH THE FOLLOWING TABLE: NON LOAD BEARING FRAME U.N.O. 1/75mm NAIL AT 600 MAX. CRS.
STUDS AT 600 CENTRES, PLATES AND NOGGINGS - 90 x 35 MGP12
BOLT SIZE WASHER NOGGING TO STUDS
NON LOAD BEARING FRAME - BRACING PLY WALL 2/75mm NAILS SKEWED OR THROUGH NAILED INTO STUDS
UP TO M12 50 x 50 x 3.0mm THICK STUDS AT 450 CENTRES, PLATES AND NOGGINGS - 90 x 35 MGP12
M16 57 x 57 x 4.0mm THICK BOTTOM PLATE TO BLOCK WALL COREFILL
PROVIDE M10 RAMSET 801 CHEMSET, 120 MIN. EMBED. (50 EDGE DISTANCE)
M20 65 x 65 x 5.0mm THICK SILL & HEAD TRIMMERS AT OPENINGS
OVER M20 75 x 75 x 6.0mm THICK OPENING SPAN 0mm - 2400mm 35 x 90 MGP12
OPENING SPAN 2401mm - 3000mm 2/35 x 90 MGP12 BOTTOM PLATE TO CONCRETE SLAB
T9 ALL BOLTS, WASHERS AND DRILLED IN ANCHORS SPECIFIED IN EXTERNAL AREAS ARE TO BE HOT DIP OPENING SPAN 3001mm - 3600mm 3/35 x 90 MGP12 PROVIDE M10 BOLT, 75mm MASONRY NAIL(HAND DRIVEN AT SLAB EDGE)
GALVANISED IN ACCORDANCE WITH AS1214. OPENING SPAN >3600mm - REFER SPECIFIC DETAILS OR SCREW @ 1200mm max crs.
T10 THE TIMBER MEMBERS SHOWN ON THE STRUCTURAL DRAWINGS ARE THOSE REQUIRED FOR THE
COMPLETE STRUCTURE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY STUDS AT SIDE OF OPENINGS
NECESSARY TEMPORARY CONNECTIONS, SUPPORTS AND BRACING TO MAINTAIN THE STABILITY AND OPENING SPAN 0mm - 900mm 1 STUD
SAFETY OF THE TIMBERWORK THROUGHOUT THE CONSTRUCTION PERIOD. OPENING SPAN 1200mm - 2100mm 2 STUDS
` OPENING SPAN 2400mm - 3000mm 3 STUDS
T11 ALL BOLTS TO BE IN ACCORDANCE WITH THE FOLLOWING DETAIL: OPENING SPAN 3300mm - 3600mm 4 STUDS
5D
TIMBER MEMBER ROOF FRAMING
MIN.
RAFTERS AT 600 MAX. crs
35 x 70 MGP12 BATTENS OR METAL ROOF BATTENS TO
MANUFACTURERS SPECIFICATIONS AT 900 MAX. crs
MIN.
4D
13D MIN.
LOAD D = BOLT DIAMETER
MIN.
5D
DIRECTION
MIN.
4D
STEEL CLEAT PLATE
OR ANGLE BRACKET
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: CONSTRUCTION NOTES - SHEET 5
1.4
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 7
ROOF TRUSSES (OR SIMILAR)
G.I. STRAP (TYPICAL) WHERE APPLICABLE.
REFER TIE-DOWN DETAILS TOP PLATE. REFER
HEADER STUDS TO MATCH TIMBER SCHEDULE. COLUMN DEFINITON DIAGRAM
WALL STUDS
LINTEL.
REFER
PLAN.
COLUMN TO ABOVE (AB)
COLUMN CONTINUOUS THROUGH FLOOR ABOVE
LINTEL TRIMMER
M12 TIE-DOWN ROD REFER TIMBER
REFER PLAN FOR SCHEDULE.
LOCATIONS 100 100
MAX. OP MAX.
EN NOGGING.
90x35 MGP12 ING 90x35 MGP12 TYPICAL.
STUDS AT SIDES STUDS AT SIDES COLUMN OVER (CO)
OF OPENING. REFER OF OPENING. REFER COLUMN STARTS AT FLOOR ABOVE
TIMBER SCHEDULE. TIMBER SCHEDULE.
SILL TRIMMER
REFER TIMBER
SCHEDULE.
COLUMN DROPPER (CD)
COLUMN DROPS FROM FLOOR (OR ROOF) ABOVE
COUPLER AS BOTTOM PLATE.
REQUIRED. REFER TIMBER
TYPICAL. SCHEDULE.
TIE-DOWN ROD CONNECTION
SILL STUDS TO MATCH TO SLAB/FOOTING OR TO
WALL STUDS UNDERSIDE OF LOWER
SLAB (OR BEAM) FLOOR TOP PLATE
TYPICAL FRAMING ELEVATION
2/75x3.05mm NAILS
2/75x3.05mm NAILS 2/90x35 MGP12
AT EACH STUD
AT EACH STUD TOP PLATE
(TYPICAL)
(TYPICAL)
STUD
(TYPICAL)
TYPICAL DOUBLE TOP PLATE CONNECTION DETAIL
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: CONSTRUCTION NOTES - SHEET 6
1.5
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 8
POOL PILING
NP1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS2783 - USE OF P1 ALL PILES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH AS2159 PILING CODE AND
REINFORCED CONCRETE FOR SWIMMING POOLS AND REFERENCED STANDARDS THERE IN. THE REFERENCED STANDARDS THEREIN.
NP2 ALL TOPSOIL AND ORGANIC MATTER UNDER POOL FLOOR IS TO BE REMOVED. THE DESIGN P2 REFER TO GEOTECHNICAL REPORT FOR SOIL PROFILE ACROSS SITE AND FOUNDING
REQUIRES THAT THE POOL BE CONSTRUCTED ON UNDISTURBED SOUND NATURAL GROUND RECOMMENDATIONS.
HAVING A SAFE ALLOWABLE BEARING PRESSURE OF NOT LESS THAN 75 KPa UNLESS
APPROVED BY THE ENGINEER. P3 REFER TO FOOTING PLAN FOR REQUIRED ALLOWABLE PILE LOADS.
NP3 WHERE THE POOL WALLS ARE NOT POURED AGAINST SOUND NATURAL GROUND TO LEVELS P4 THE PILE LOADS NOMINATED ON THE DRAWINGS DO NOT MAKE ALLOWANCE FOR NEGATIVE SKIN
SHOWN ON THE DRAWINGS, THE DESIGN OF THE WALLS MAY REQUIRE MODIFICATION. REFER FRICTION OR OTHER SOIL LOADS. THE PILING CONTRACTOR SHALL MAKE SUITABLE ALLOWANCE
TO ENGINEER. IN THE PILE DESIGN FOR SUCH SOIL LOADS WHERE SPECIFIED ON THE GEOTECHNICAL REPORT
OR DEEMED APPROPRIATE.
NP4 IF OVER EXCAVATION IS REQUIRED TO ACHIEVE UNDISTURBED SOUND NATURAL GROUND TO
THE UNDERSIDE OF THE POOL BASE, SEAT AND BENCH AREAS, THE OVER EXCAVATION SHALL P5 PILES SHALL ALSO BE DESIGNED FOR THE MINIMUM BENDING MOMENTS
BE BACKFILLED WITH 15MPa CONCRETE PRIOR TO FORMING AND CASTING THE POOL. INDUCED BY ANY LOAD ECCENTRICITY DUE TO PILE POSSITIONAL DEVIATION
IN ACCORDANCE WITH AS2159.
NP5 WHERE THERE ARE VARYING FOUNDATION CONDITIONS OVER THE POOL AREA OR WHERE
UNDISTURBED SOUND NATURAL GROUND IS NOT ENCOUNTERED REFER TO ENGINEER FOR P6 PILES SHALL BE DESIGNED FOR DURABILITY IN ACCORDANCE WITH AS2159, TAKING INTO
FOUNDATION DESIGN. ACCOUNT THE AGGRESSIVENESS OF THE GROUND AND THE ENVIRONMENTAL CONDITIONS.
NP6 A 100mm LAYER OF 20mm DIAMETER (MAXIMUM) GRAVEL IS TO BE SPREAD UNDER THE POOL
SLAB WHERE IT IS NOT FOUNDED ON FREE DRAINING MATERIAL. P7 A PILE SETOUT PLAN AND FULL DETAILS OF THE PROPOSED PILE TYPE, MATERIAL AND
INSTALLATION METHOD SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
NP7 THE DESIGN REQUIRES THAT GROUND WATER PRESSURE TO POOL WALLS AND FLOOR SLAB BE COMMENCING WORKS ON SITE.
RELIEVED BY INSTALLATION OF A HYDROSTATIC RELIEF VALVE WITH MAIN DRAIN DETAIL.
P8 WHERE PILE SPLICES ARE REQUIRED, FULL DETAILS SHALL BE SUBMITTED TO THE ENGINEER
NP8 THE VERTICAL WALL REINFORCEMENT SHOWN ON SECTIONS SHOULD BE NOMINALLY ON THE FOR REVIEW PRIOR TO INSTALLATION.
CENTRE LINE OF THE WALL UNLESS NOTED OTHERWISE, AND SHOULD BE ACCURATELY BENT
TO REMAIN CENTRAL AROUND THE CURVATURE AND INTO THE BASE. P9 THE PILING CONTRACTOR SHALL TRIM ALL PILES TO THE CUT OFF LEVELS INDICATED ON THE
FOOTING DETAILS.
NP9 THE MINIMUM CONCRETE COVER TO REINFORCEMENT SHALL COMPLY WITH THE FOLLOWING
UNLESS NOTED OTHERWISE: P10 ALL PILES SHALL BE ANCHORED INTO THE FOOTING SO THAT THE DESIGN LOADS
FORMED FACES - 40mm AND BENDING MOMENTS (AS PER NOTE 5) CAN BE SAFELY TRANSFERRED INTO
INTERNAL FACES - 50mm THE PILES. FULL DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW
FACES CAST AGAINST GROUND - 60mm PRIOR TO INSTALLATION. DOWEL BARS FOR SCREW PILES SHALL BE DESIGNED
BAR CHAIRS SHALL BE USED TO ENSURE THE REQUIRED COVER IS MAINTAINED. AND PROVIDED BY THE PILING CONTRACTOR.
NP10 CONCRETING SHALL BE CARRIED OUT IN ONE CONTINUOUS OPERATION AND SHALL BE APPLIED P11 THE PILING CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL OBSTRUCTIONS
BY THE PNEUMATIC SPRAYED PROCESS BY EXPERIENCED OPERATORS. CONCRETE SHALL THAT IMPEDE THE INSTALLATION OF PILES.
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH (f'c) OF 40MPa AT 28 DAYS MINIMUM
CEMENT CONTENT OF 280 kg/m3 AND MAXIMUM 10mm AGGREGATE. P12 THE PILING CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW PRIOR TO COMMENCING
WORKS, EITHER GEOTECHNICAL CALCULATIONS BASED UPON THE SOIL PARAMETERS IN THE
NP11 IMMEDIATELY AFTER PNEUMATIC CONCRETE HAS BEEN PLACED, IT SHOULD BE PROTECTED SOIL REPORT, PILE LOAD TEST RESULTS OR TRIAL PILE DATA TO VERIFY THE PROPOSED
FROM PREMATURE DRYING BY SHADING FROM DIRECT SUNLIGHT AND SHIELDING FROM WIND. FOUNDING DEPTHS OF THE PILES, ALONG WITH FACTOR OF SAFETY ADOPTED IN THE DESIGN.
AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY IT SHOULD BE THOROUGHLY WETTED
AND THEREAFTER KEPT WET CONTINUOUSLY FOR AT LEAST 7 DAYS. P13 THE PILING CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW PRIOR TO COMMENCING
WORKS, THE PROPOSED SCREW PILE TORQUE OR PILE DRIVING SET TO ACHIEVE THE REQUIRED
NP12 IF SALT CHLORINATOR IS USED, CONCENTRATION OF SODIUM CHLORIDE TO BE KEPT BELOW SAFE ALLOWABLE LOAD CAPACITIES FOR THE PILES, ALONG WITH EITHER GEOTECHNICAL
10000 P.P.M. CALCULATIONS BASED UPON THE SOIL PARAMETERS IN THE SOIL REPORT, PILE LOAD TESTS
RESULTS OR TRIAL PILE DATA TO VERIFY THE PILE TORQUE OR DRIVING SET ADOPTED.
NP13 SURFACE WATER FROM SURROUNDING AREAS SHOULD BE DIRECTED AWAY FROM THE POOL.
P14 THE PILING CONTRACTOR SHALL PROVIDE ALL DESIGN, CHECKING AND INSPECTION
NP14 POOL PLUMBING, ETC TO BE BY OTHERS. CERTIFICATION FOR THE PILING WORKS REQUIRED BY THE STATUTORY AUTHORITY, DULY
SIGNED BY AN APPROPRIATELY REGISTERED PROFESSIONAL ENGINEER FOR THE STATE IN
NP15 POOL FENCING BY OTHERS IN ACCORDANCE WITH AS1926 PART 1 & 2 AND LOCAL COUNCIL WHICH THE PROJECT IS LOCATED.
REQUIREMENTS.
P15 THE PILING CONTRACTOR SHALL ENGAGE A LICENSED SURVEYOR TO UNDERTAKE AN AS
CONSTRUCTED SURVEY OF THE PILE LOCATIONS AND PROVIDE THE RESULTS TO THE ENGINEER
PRIOR TO THE CONSTRUCTION OF FOOTINGS OVER THE PILES.
P16 THE PILING CONTRACTOR SHALL SUBMIT TO THE ENGINEER ALL PILING RECORDS REQUIRED BY
SECTION 7 OF AS2159 PILING CODE, INCLUDING PILE TORQUE OR DRIVING SET RESULTS FOR
EACH PILE.
P17 ALL EXISTING SERVICES ARE TO BE LOCATED BY THE PILING CONTRACTOR PRIOR TO
COMMENCING WORKS. MINIMUM CLEARANCES TO SERVICES ARE TO BE MET IN
ACCORDANCE WITH RELEVANT AUTHORITY REQUIREMENTS.
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: CONSTRUCTION NOTES - SHEET 7
1.6
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 9
STANDARD COG
(TYP.)
SUSPENDED SLAB
REFER BLOCK WALL CORNER BARS TO MATCH
SCHEDULE FOR BLOCK HORIZONTAL REINFORCEMENT
TYPE, COREFILL AND
REINFORCEMENT DETAILS INTERSECTION BARS TO MATCH
VERTICAL BARS TO BE LOCATED LAP LAP HORIZONTAL REINFORCEMENT
AT ALL WALL END CORES
NOTE: (TYP.)
REFER APPLICABLE PLAN
AND LEGEND FOR WALL TYPE
NOTE:
LAP LENGTH
REFER APPLICABLE PLAN
AND LEGEND FOR WALL TYPE
DENOTES CLEAN OUT
COURSE (TYP).
LAP
LAP
REFER BLOCK WALL
SCHEDULE FOR BLOCK
SUSPENDED SLAB REFER BLOCK WALL
TYPE, COREFILL AND
REFER BLOCK WALL SCHEDULE FOR BLOCK
REINFORCEMENT DETAILS
SCHEDULE FOR BLOCK TYPE, COREFILL AND
TYPE, COREFILL AND REINFORCEMENT DETAILS
REINFORCEMENT DETAILS
REFER BLOCK WALL BLOCK INTERSECTION PLAN DETAILS
LAP LENGTH
BLOCK INTERSECTION PLAN DETAILS
SCHEDULE FOR BLOCK SCALE 1 : 20
TYPE, COREFILL AND
DENOTES CLEAN OUT REINFORCEMENT DETAILS
COURSE (TYP).
SLAB/FOOTING
LAP LAP INTERSECTION BARS TO MATCH
STARTER BARS WITH VERTICAL BARS TO BE LOCATED HORIZONTAL REINFORCEMENT
STANDARD COGS(TYP.) AT ALL WALL END CORES (TYP.)
TYPICAL LOAD BEARING BLOCK WALL (BW#) DETAILS
SCALE 1 : 20
CORNER BARS TO MATCH
HORIZONTAL REINFORCEMENT
BLOCK WALL SCHEDULE
LAP
LAP
WALL TYPE BLOCK TYPE VERTICAL & STARTER HORIZONTAL & CORNER S20 COREFILL S40 COREFILL REFER BLOCK WALL
(STRENGTH) BAR REINFORCEMENT BAR REINFORCEMENT EXTENT EXTENT REFER BLOCK WALL SCHEDULE FOR BLOCK
SCHEDULE FOR BLOCK TYPE, COREFILL AND
200 SERIES
BW1 N12 TO END CORES & TYPE, COREFILL AND REINFORCEMENT DETAILS
BLOCKS N12-400 100% -
400 MAX. CRS. CENTRAL REINFORCEMENT DETAILS
(MPa)
200 SERIES
TBC
BW1-R BLOCKS
(MPa)
N12-400 100% -
BLOCK INTERSECTION PLAN DETAILS 300 SERIES
SCALE 1 : 20
-
300 SERIES
-
BW2 -
TBC
BLOCKS -
2/N12-400 -
100% -
(MPa)
NOTE:
• 'H' BLOCKS TO BE ADOPTED TYPICALLY WHERE DETAILING PERMITS TYPICAL BLOCK REINFORCEMENT LAP LENGTHS
• REFER MASONRY BLOCKWORK & BRICKWORK NOTES ON SHEET 1.1 FOR ADDITIONAL REQUIREMENTS
BAR LAP LENGTH UNO
INCLUDING NOTE M2 FOR DURABILITY REQUIREMENTS
N12 500
N16 700
N20 1200
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: BLOCK WALL DETAILS
2.0
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 10
R16 DOWEL (GALV.) 600 LONG N16 DOWEL BARS
B.C.J. GREASE & TAPE ONE END LAPPED WITH
R16 CORNER DOWEL (GALV.) HORIZONTAL BLOCK
300 AS SHOWN. PROVIDE AT EACH
GREASE & TAPE ONE END LAP REINFORCEMENT
HORIZONTAL BAR LOCATION
AS SHOWN. PROVIDE AT EACH DRILL & EPOXY
LAP LENGTH
HORIZONTAL BAR LOCATION INTO CONCRETE
(125 MIN. EMBED.)
B.C.J.
300
10mm COMPRESSIBLE JOINT 10mm COMPRESSIBLE JOINT
FILLER WITH APPROVED FIRE FILLER WITH APPROVED FIRE
RATED/WATERPROOF FLEXIBLE RATED/WATERPROOF FLEXIBLE
100
SEALANT. SEALANT. REINFORCED CONCRETE
MIN.
WALL / COLUMN
REFER BLOCK WALL
NOTE:
SCHEDULE FOR BLOCK
WHERE REQUIRED ADOPT SIMILAR DETAIL PLAN VIEW
TYPE, COREFILL AND
AT CONCRETE WALLS / COLUMNS EXCEPT
REINFORCEMENT DETAILS
DRILL AND EPOXY DOWEL BARS (125 MIN. EMBED.)
BCJ: DENOTES BLOCKWORK CONTROL JOINT:
BCJ LOCATIONS ARE TO COMPLY WITH NOTE M16
TYPICAL BLOCK WALL TO CONCRETE
ON SHEET 1.3
BCJ: DENOTES BLOCKWORK CONTROL JOINT:
BCJ LOCATIONS ARE TO COMPLY WITH NOTE M16 WALL / COLUMN CONNECTION
ON SHEET 1.3
BLOCK CONTROL JOINT (BCJ) PLAN DETAILS SCALE 1 : 20
SCALE 1 : 20
1/N16 IN KNOCKOUT 150 OR 200 SERIES
TOP COURSE BLOCK WALL WALL BEYOND
(700 MIN. LAPS) (REFER ARCH.)
ALL CORES FILLED
150 OR 200 SERIES BLOCK
200 SERIES BLOCK (REFER ARCH.)
ALL CORES FILLED 1/N16 IN KNOCKOUT PLANTER
ALL CORES FILLED 1/N12 IN KNOCK OUT COURSE, REFER
TOP COURSE
TYPICAL MASONRY LINTEL ELEVATION
(700 MIN. LAPS)
FOR TERMINATION DETAILS INTO
1/N16 IN KNOCKOUT ADJACENT BLOCK WALL.
1800 MAX HEIGHT
TOP COURSE WATERPROOFING/TANKING.
N12-400 VERTICALS N12-400 HORIZ.
REFER ARCHITECTS DETAILS.
1200 MAX HEIGHT
1200 MAX HEIGHT
(CENTRAL) (500 MIN LAPS)
LAP LENGTH
1600 MAX.
N12-400 HORIZ. N12-400 HORIZ. 55
(500 MIN LAPS.) (500 MIN. LAPS) COVER N12-400 HORIZONTAL
BARS, 500 MIN LAPS.
LAP LENGTH
N12-400 VERTICALS
N12-400 VERTICALS & STARTERS N12-400 VERTICAL AND STARTER
LAP
N16-400 & STARTERS
& STARTERS (CENTRAL) BARS EACH FACE (CENTRAL).
(CENTRAL)
LAP LENGTH
SLAB / FOOTING NOTE: FOR HEIGHTS 600 OR LESS
55
COVER STARTERS ONLY REQUIRED
SLAB/FOOTING SLAB/
SLAB / FOOTING
NOTE:
SLAB / FOOTING WHERE UPSTAND IS 800 OR LESS IN HEIGHT
ONLY STARTERS ARE REQUIRED
TYPICAL 150/200 SERIES BLOCK
BLOCK UPSTAND (BU) DETAIL BLOCK PLANTER WALL (PW) DETAIL SILL (BS) DETAIL
BLOCK FENCE (BF) DETAIL SCALE 1 : 20
SCALE 1 : 20 SCALE 1:20
SCALE 1 : 20
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: BLOCK WALL DETAILS
2.1
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 11
NAILING PLATE (IF REQUIRED) LIGS BLOCK LINTEL SCHEDULE (UNO)
REFER PLAN FOR DETAILS REFER SCHEDULE
TYPE SPAN BOTTOM REO. TOP REO. HORIZ. REO. LIGS
LAP LENGTH TOP REO.
REFER SCHEDULE LAP LENGTH 1200 MAX. 1/N12 1/N12 N12-400 R10-200
60
BL 2400 MAX. 1/N16 1/N16 N12-400 R10-200
(200 SERIES
BLOCK) 3000 MAX. 2/N16 2/N16 N12-400 R10-200
4500 MAX. 2/N16 2/N16 N16-400 R10-200
TOP REINFORCEMENT IN SLAB.
REFER BLOCK LINTEL SCHEDULE
AND ELEVATION FOR DETAILS.
SUSPENDED SLAB
INDICATIVE ROOF TIE REFER SLAB PLAN
BOTTOM REO. LINTEL BLOCKS TOP REO IN KNOCKOUT TOP DOWN OR FIXING
REFER SCHEDULE COURSE REFER BLOCK WHERE APPLICABLE.
COG BAR 300 MIN. LINTEL SCHEDULE AND
KNOCK OUT BLOCKS OPENING WHERE INSUFFICIENT ELEVATION FOR DETAILS.
TYPICAL WALL LENGTH AVAILABLE TOP REO IN KNOCKOUT TOP COURSE
REFER BLOCK LINTEL SCHEDULE
HORIZONTAL REO (REFER AND ELEVATION FOR DETAILS.
NOTE: BLOCK LINTEL SCHEDULE)
WALL REINFORCMENT NOT SHOWN FOR HORIZONTAL REO (REFER
ENGINEER
'D'
'D'
CLARITY. REFER BLOCK WALL SCHEDULE BLOCK LINTEL SCHEDULE)
LIGS OVER OPENING ALL LINTEL
AND DETAILS AS APPLICABLE (REFER BLOCK LINTEL LIGS OVER OPENING DEPTHS TO
SCHEDULE) (REFER BLOCK LINTEL
A PER PROJ
SCHEDULE)
REINFORCE
BOTTOM REO, REFER REQUIRED.
TYPICAL BLOCK LINTEL ELEVATION 75 TO BTM
OF BAR
BLOCK LINTEL SCHEDULE
AND ELEVATION FOR DETAILS
75 TO BTM
OF BAR
BOTTOM REO, REFER
BLOCK LINTEL SCHEDULE
SCALE 1 : 20 AND ELEVATION FOR DETAILS
WALL BEYOND WALL BEYOND
N16 DOWEL BARS TOP AND BOTTOM 1/N16 IN CONTINUOUS LNOCKOUT
AT 400 MAX. CRS. CENTRAL TOP COURSE COGGED DOWN 300 INTO
DRILL & EPOXY INTO CONCRETE WALL
(150 MIN. EMBED.)
CORES EACH SIDE OF OPENING OR
EXTEND 600 MIN. BEYOND
BLOCK LINTEL WITHOUT SLAB BLOCK LINTEL WITH SLAB
TYPICAL 150/200 SERIES BLOCK LINTEL (BL) DETAILS
SLAB
SCALE 1:20
N12-400 'J' BARS VERT.
BLOCK LINTEL
CONTINUATION OF BLOCK WALL
REINFORCED 500 BEYOND REINFORCEMENT
CONCRETE
900 LAP
WALL
N12-400 'J' BARS VERT.
50 BLOCK LINTEL BOTTOM BAR
MIN.
1/N16 COGGED DOWN 300 WALL BE
PROVIDE 50 MIN. REBATE IN
CONCRETE WALL LOCAL TO INTO CORES EACH SIDE
BLOCK LINTEL OF OPENING OR EXTEND
600 MIN. BEYOND
WALL BEYOND
TYPICAL BLOCK LINTEL (BL) TO TYPICAL BLOCK LINTEL (BL)
CONCRETE WALL CONNECTION DETAIL GREATER THAN 1200 DEEP
SCALE 1 : 20
SCALE 1 : 20
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: BLOCK WALL DETAILS
2.2
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
Section 12
TOP REINFORCEMENT IN SLAB.
REFER BLOCK LINTEL SCHEDULE R16 DOWELS x600 LONG (GALV.) BLOCK LIN
SUSPENDED SLAB AND ELEVATION FOR DETAILS. GREASED & TAPE ONE END AS SCALE 1 : 20
REFER SLAB PLAN SHOWN. PROVIDE AT EACH
TOP REO IN KNOCKOUT TOP COURSE INDICATIVE ROOF TIE HORIZONTAL BAR LOCATION
REFER BLOCK LINTEL SCHEDULE DOWN OR FIXING AND LAP AT TOP OR WALL (LAP 500)
AND ELEVATION FOR DETAILS. WHERE APPLICABLE.
TOP REO IN KNOCKOUT TOP COURSE
REFER BLOCK LINTEL SCHEDULE
AND ELEVATION FOR DETAILS.
LIGS
HORIZONTAL REO (REFER REFER SCHEDULE
HORIZONTAL REO (REFER
OTE: BLOCK LINTEL SCHEDULE)
'D'
'D'
BLOCK LINTEL SCHEDULE)
NING WIDTHS AND
OORDINATED ON LIGS OVER OPENING 300 MIN COG
LIGS OVER OPENING (REFER HORIZ. REO
BASIS AND (REFER BLOCK LINTEL
BLOCK LINTEL SCHEDULE). REFER SCHEDULE
SCHEDULE)
T ADJUSTED AS
BOTTOM REO, REFER
75 TO BTM 75 TO BTM BOTTOM REO, REFER BLOCK
BLOCK LINTEL SCHEDULE
OF BAR OF BAR LINTEL SCHEDULE AND 10mm COMPRESSIBLE JOINT BOTTOM REO.
AND ELEVATION FOR DETAILS
WALL BEYOND ELEVATION FOR DETAILS FILLER WITH APPROVED FIRE REFER SCHEDULE
WALL BEYOND
RATED/WATERPROOF FLEXIBLE
SEALANT.
BLOCK LINTEL WITHOUT SLAB BLOCK LINTEL WITH SLAB OPENING
TYPICAL 300 SERIES BLOCK LINTEL (BL) DETAILS NOTE:
WALL REINFORCMENT NOT SHOWN FOR
SCALE 1:20 CLARITY. REFER BLOCK WALL SCHEDULE
AND DETAILS AS APPLICABLE
300 SERIES BLOCK LINTEL SCHEDULE (UNLESS DETAILED OTHERWISE)
'D' SPAN BOTTOM REO TOP REO
(WHERE APPLICABLE)
HORIZONTAL REO LIGS
TYPICAL BLOCK LINTEL CONTROL JOINT
SCALE 1 : 20
290 MIN 1200 MAX. 2/N16 2/N16 N12-400 R10-400 EACH FACE
390 MIN 2400 MAX. 2/N16 2/N16 N12-400 R10-400 EACH FACE
490 MIN 3500 MAX. 2/N16 2/N16 2/N12-400 R10-200 EACH FACE
790 MIN 4500 MAX. 2/N20 2/N20 2/N12-400 N12-200 EACH FACE
C1 ##.##.#### REVISION NAME BRISBANE
DESIGNED: APPROVED:
T: 07 3852 4333 CONSULTANTS: PROJECT: PROPOSED RESIDENTIAL DEVELOPMENT PROJECT NUMBER
CONSULTANTS NAME S24-###
WE S TE R A
GOLD COAST
DRAWN:
T: 07 5571 1599 LOCATION: PROJECT LOCATION
SUNSHINE COAST
SHEET NUMBER
CHECKED:
PART NE RS T: 07 5391 3777
NORTHERN NSW
USE FIGURED DIMENSIONS ONLY. DO NOT SCALE, IF A DISCREPANCY ARISES CHECK WITH THE
PROJECT ENGINEER AND/OR SUPERVISING AUTHORITY. DO NOT WORK FROM REDUCED SCALE
TITLE: BLOCK WALL DETAILS
2.3
.
DATE: STRUCTURAL+CIVIL+ENVIRONMENTAL ENGINEERS DRAWINGS (A1-A3 SIZE PAPER). COPYRIGHT OF ALL DRAWINGS & WORKS EXECUTED FROM
T: 02 6674 8047 THEM IS VESTED IN WESTERA PARTNERS AND USE OF THERE FORE WITHOUT PERMISSION IS
CENTRAL VICTORIA
CLIENT NAME ##
STRICTLY PROHIBITED! IT IS THE BUILDERS RESPONSIBILITY TO ENSURE ALL WORKS ARE
PAGE SIZE: A3 For and on behalf of www.westerapartners.com.au ABN 52 097 417 975
CARRIED OUT WITHCARE AND DUE DILIGENCE TO COMPLY WITH THE CONTRACT DOCUMENTS. CLIENT: REVISION
No. DATE REVISIONS DRN ENG WESTERA PARTNERS PTY. LTD. T: 03 5441 0922
The text continues on section 13.