Council archive · source document
Appendix E - Structural Engineering Drawings (Issue 1 - Dated 07-02-2023) · EXE23/0035
GENERAL FOUNDATIONS CONCRETE CONCRETE cont. BLOCKWORK
G1 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL C1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 3600 C14 COMPACTION: B1 ALL WORKMANSHIP AND MATERIALS SHALL COMPLY TO AS 3700
F1 GEOTECHNICAL ASSESSMENT IS BASED ON LOCAL KNOWLEDGE .
AND OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS AND WITH SUCH CURRENT EDITION WITH AMENDMENTS. ALL CONCRETE SHALL BE PLACED AND USE IMMERSION AND SCREED VIBRATORS ACCOMPANIED BY HAND METHODS AS "SAA MASONRY CODE" AND AS 4455 & AS 4456 "MASONRY UNITS &
OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CURED IN ACCORDANCE WITH SECTION 19 AS 3600 WHERE CURING COMPOUND APPROPRIATE TO REMOVE AIR BUBBLES AND COMPACT THE MIX. USE FORM SEGMENTAL PAVERS" AND THE AUSTRALIAN MASONRY CODE OF PRACTICE.
F3 CERTIFICATION AND CLEANING
CONTRACT. ALL DISCREPANCIES SHALL BE REFERRED TO THE ARCHITECT OR IS USED IT MUST BE APPLIED: (A) ONTO SLABS WITHIN 2 HOURS OF FINISHING VIBRATORS WHERE USE OF IMMERSION VIBRATORS IS IMPRACTICABLE. ENSURE
ALL FOUNDATION MATERIAL AND BEARING CAPACITIES SHALL BE APPROVED AND B2 BLOCKS SHALL BE 'AS' SERIES WITH A CHARACTERISTIC UNCONFINED
SUPERINTENDENT FOR DECISION BEFORE PROCEEDING WITH THE WORK. OPERATION. (B) ONTO WALLS AND COLUMNS IMMEDIATELY AFTER REMOVAL OF CONCRETE IS FULLY COMPACTED AND ENTRAPPED AIR REMOVED, BUT AVOID
CERTIFIED BY A PRACTISING QUALIFIED GEOTECHNICAL ENGINEER. THE BASES OF
FORMWORK (NB PVA CURING COMPOUND IS NOT ACCEPTABLE, USE WAX OR OVER VIBRATION THAT MAY CAUSE SEGREGATION. COMPRESSIVE STRENGTH OF 15MPa.
G2 ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF SITE WORK SHALL BE ALL FOOTINGS SHALL BE CLEANED AND FREE OF WATER IMMEDIATELY BEFORE
RESIN EMULSION, POLYTHENE SHEETING OR CONTINUOUS SPRAYS.) HORIZONTAL DO NOT USE VIBRATORS TO MOVE CONCRETE ALONG THE FORMS
VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS INSPECTION AND PLACEMENT OF CONCRETE. B3 BLOCKWORK SHALL NOT BE CONSTRUCTED TO A HEIGHT GREATER THAN
FORMWORK SHALL BE STRIPPED WHEN APPROVED BY THE ENGINEER.
COMMENCED. THE ENGINEER'S DRAWINGS SHALL NOT BE SCALED. SEE C15 EXACT SIZE AND LOCATION OF PENETRATIONS ARE TO BE OBTAINED FROM 2400mm PRIOR TO GROUTING. CLEAN OUT BLOCKS SHALL BE PROVIDED IN ALL
F4 FOOTINGS SHALL BE CONSTRUCTED & BACKFILLED AS SOON AS POSSIBLE
ARCHITECTURAL DRAWINGS FOR ALL RELEVANT DIMENSIONS. WORKSHOP DRAWINGS PRIOR TO SCHEDULING OF REINFORCEMENT AND ARE NOT CORES AT BOTTOM COURSE OF EACH FILLED LIFT.
FOLLOWING EXCAVATION. FOUNDATION MATERIAL SHALL NOT BE PERMITTED TO
TO EXCEED DIMENSIONS WHERE SHOWN ON STRUCTURAL DRAWINGS.
G3 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR SOFTEN OR DRY OUT. IF CONCRETE IS NOT PLACED IMMEDIATELY AFTER B4 NO CHASES OR HOLES SHALL BE MADE WITHOUT WRITTEN APPROVAL BY THE
MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART EXCAVATION OF FOOTING, PROVIDE A 50mm BLINDING LAYER OF WEAK (15MPa) BAR LAPS STRUCTURAL ENGINEER.
C16 NO CHASES, HOLES GREATER THAN 150mm DIAMETER, OR EMBEDMENT OF
SHALL BE OVER STRESSED UNDER CONSTRUCTION ACTIVITIES. CONCRETE TO THE BASE OF THE EXCAVATION FOUNDATION
SLABS & PIPES GREATER THAN 40mm DIAMETER OTHER THAN THOSE SHOWN ON THE
BAR BEAMS STRUCTURAL DRAWINGS SHALL BE MADE IN THE CONCRETE SLABS. FOR ALL B5 ALL 140 BLOCKWORK AND 190 SINGLE SKIN EXTERNAL BLOCKWORK SHALL BE
G4 WHERE EXCAVATION WORK IS TO BE CARRIED OUT ADJACENT TO EXISTING F5 SIDES OF FOOTINGS SHALL BE FORMED AS NECESSARY WHEN EXCAVATED FACE WALLS 'H' BLOCKS U.N.O.
OTHER CONCRETE MEMBERS NO PENETRATION, MADE IN THE CONCRETE SLABS.
FOOTINGS. THE EXACT LEVEL OF THE UNDERSIDE OF THE FOOTING SHALL BE IS NOT STABLE. N12 550 700 FOR ALL OTHER CONCRETE MADE WITHOUT PRIOR APPROVAL BY THE
OBTAINED BY TEST PITS PRIOR TO EXCAVATION. UNDERPINNING AND SHORING OF STRUCTURAL ENGINEER. B6 HOLLOW BLOCKS SHALL HAVE A FULL FACE SHELL BED OF MORTAR. SOLID
F6 ALL WALLS AND COLUMNS SHALL BE CONCENTRIC WITH SUPPORTING FOOTINGS N16 700 950
THE STRUCTURE SHALL BE CARRIED OUT AS DETAILED AND THE EXISTING BLOCKS SHALL BE FULLY BEDDED IN MORTAR. BED JOINTS AND PERPENDS
UNLESS OTHERWISE NOTED ON THE DRAWINGS. N20 950 1300 SHALL NOT BE RAKED.
STRUCTURE SHALL BE MAINTAINED IN A STABLE AND UNDAMAGED CONDITION. C17 CONDUITS CAST INTO CONCRETE MEMBERS SHALL BE SPACED AT MAXIMUM
DISTANCE POSSIBLE AND UNDER NO CIRCUMSTANCES CLOSER THAN A CLEAR
F7 UNLESS APPROVED BY THE STRUCTURAL ENGINEER, EXCAVATIONS SHALL NOT N24 1200 1550
G5 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE SPACING OF TWICE THE LARGER CONDUIT DIAMETER FROM PARALLEL B7 HORIZONTAL BED JOINT REINFORCEMENT SHALL BE PERMISSIBLE AS A MEANS
EXTEND BELOW A LINE DIPPING AT 45 DEGREES AND AWAY FROM THE NEAREST N28 1450 1900 OF CRACK CONTROL. THE LONGITUDINAL WIRES OF SUCH REINFORCEMENT SHALL
RELEVANT CURRENT STANDARDS AUSTRALIA CODES (INCLUDING ALL REINFORCEMENT OR ANY OTHER CONDUIT.
UNDERSIDE CORNER OF ANY FOOTINGS, RETAINING WALLS OR EXISTING BE A MINIMUM OF 3mm DIAMETER CONFORMING TO AS2975 & BE CORROSION
AMENDMENTS) THE NATIONAL CONSTRUCTION CODE AND THE LOCAL STATUTORY
BUILDINGS N32 1700 2300
AUTHORITIES REQUIREMENTS. EXCEPT WHERE VARIED BY THE CONTRACT C18 REINFORCEMENT IS SHOWN DIAGRAMMATICALLY AND NOT NECESSARILY IN TRUE RESISTANT. JOINT REINFORCEMENT SHOULD BE LOCATED IN THIRD BED JOINT
DOCUMENTS. PROJECTION. ABOVE BOTTOM OF WALL. IN SECOND BED JOINT BELOW TOP OF WALL. IN FIRST
F8 WHERE FOUNDATION MATERIAL DIFFERS FROM THAT DESCRIBED IN THE SITE C3 CONCRETE STRENGTH GRADE & COVER FOR PARTICULAR ELEMENTS SHALL BE 2 BED JOINTS IMMEDIATELY ABOVE & BELOW ALL OPENINGS AT FLOOR LEVELS,
INVESTIGATION REPORT OR LOCALISED SOFT SPOTS ARE FOUND, THE ENGINEER AS FOLLOWS UNLESS NOTED OTHERWISE:
G6 ALL DIMENSIONS ARE IN MILLIMETERS UNLESS STATED OTHERWISE. C19 FOR OVERSIZE PENETRATIONS REFER TO ENGINEER FOR APPROVAL AT VERTICAL SPACINGS NOT EXCEEDING 500mm AT OPENINGS. REINFORCEMENT
SHALL BE NOTIFIED AND IF NECESSARY THE MATERIAL SHALL BE EXCAVATED TO EXTEND BEYONG EDGE BY 600mm. REINFORCEMENT NOT TO EXTEND
ALL LEVELS ARE EXPRESSED IN METRES. I.E PENETRATIONS THAT DON'T FIT BETWEEN REINFORCEMENT SPACING.
AND BACKFILLED WITH WEAK MIX CONCRETE. ELEMENT COVER CONCRETE STRENGTH GRADE THROUGH CONTROL JOINTS. LAP 450mm AS REQUIRED.
G7 CONSTRUCTION OF ANY MASONRY WALLS OR OTHER PERMANENT LOADING MUST C20 DO NOT CUT REINFORCEMENT ON SITE TO CLEAR PENETRATIONS. DISPLACE
F9 THE SITE IS TO BE STRIPPED AND ALL VEGETATION REMOVED FROM THE FOOTINGS 50 25
NOT BE BUILT ON CONCRETE SLABS OR BEAMS UNTIL FORMWORK SUPPORTING REINFORCEMENT SLIGHTLY AS NECESSARY TO CLEAR BLOCK OUTS AND TRIM B8 ALL NON LOAD BEARING WALLS SHALL BE BUILT TO WITHIN 20mm OF SLAB
BUILDING AREA. GRUB HOLES TO BE BACKFILLED IN LAYERS AS INDICATED ON SOFFITS AND HAVE THE VOID, SO FORMED, FILLED WITH A SUITABLE
SAME HAS BEEN REMOVED. HOWEVER PROPS AND FORMWORK SHALL NOT BE WITH 2-N12 BARS EACH SIDE FOR ALL PENETRATIONS <300mm
NOTE BELOW. MAX. AGGREGATE SIZE = 20mm SLUMP = 100mm +/- 15mm
REMOVED BEFORE THE MINIMUM TIME SPECIFIED. DISTRIBUTE MASONRY EVENLY COMPRESSIBLE FILLER.
ON SLAB ADJACENT TO ITS FINAL POSITION PRIOR TO CONSTRUCTING WALLS. (AT POINT OF DISCHARGE) C21 SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITIONS SHOWN,
F10 FILLED BUILDING PLATFORMS SHALL BE BUILT UP IN LAYERS OF 150mm
UNLESS APPROVED BY THE STRUCTURAL ENGINEER. B9 ALL WALLS SHALL BE BONDED OR TIED AT THEIR INTERSECTIONS UNLESS
MAXIMUM DEPTH AND UNIFORMLY COMPACTED TO A MINIMUM OF 98% OF THE Check all dimensions before commencement of work.
G8 ALL NON LOAD BEARING WALLS SHALL BE KEPT CLEAR OF THE UNDERSIDE OF DETAILED OTHERWISE.
STANDARD MAXIMUM DRY DENSITY AS RECOMMENDED IN A.S.3798 5.1.
SLABS AND BEAMS BY 20mm UNLESS OTHERWISE SHOWN. C22 WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS APPROVED BY THE Check Site boundary dimensions from the Title plans.
RANGE OF -4.0% TO +0.5% OF THE STANDARD OPTIMUM MOISTURE CONTENT. B10 GROUT FOR FILLED MASONRY SHALL HAVE F'c = 20MPa,
STRUCTURAL ENGINEER. Check Building Boundary clearances by set out.
G9 REFER ARCHITECT'S DRAWINGS FOR ANY DEMOLITION REQUIREMENTS. MAXIMUM AGGREGATE SIZE = 6mm Notwithstanding the information supplied on this drawing, the
F11 SITE PREPARATION : ALL EARTHWORKS TO BE CARRIED OUT IN ACCORDANCE
C23 REINFORCEMENT SHALL BE BENT COLD IN ACCORDANCE WITH AS3600 EXCEPT MINIMUM CEMENT CONTENT OF 300 kg/cubic metre. location, depth and extent of underground or overhead services
DESIGN CRITERIA WITH AS 3798 GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL
WHERE APPROVED BY THE STRUCTURAL ENGINEER. NO RE-BENDING SHALL BE SLUMP = 230 +/- 30mm are to be confirmed and protected on site by the contractor prior
LIVE LOADS DEVELOPMENTS. PERMITTED.
to commencement of works.
ROOF 0.25kPa B11 GROUT FILLING SHALL BE THOROUGHLY RODDED USING A PLAIN ROUND BAR.
F12 SLAB ON GROUND: THE SUBGRADE UNDER SLABS SHALL BE PREPARED BY C24 ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN ITS CORRECT POSITION
FLOOR 1.5kPa
STRIPPING ALL VEGETATION AND PROOF ROLLING THE SURFACE. ANY SOFT DURING CONCRETING BY APPROVED PLASTIC TIPPED BAR CHAIRS, SPACERS OR B12 CONTROL JOINTS TO BE LOCATED AT MAXIMUM 6.0m CENTRES U.N.O.
DECK 2.0kPa
AREAS SHALL BE REMOVED AND REPLACED WITH APPROVED COMPACTED C4 MIX DESIGNS SHALL BE SUBMITTED FOR APPROVAL. THE USE OF BLENDED SUPPORT BARS. MAXIMUM CENTRES OF SUPPORTING CHAIRS SHALL BE 800mm
WIND LOADS (N4 CLASSIFICATION) MATERIAL. MATERIAL UNDER SLAB SHALL HAVE A MINIMUM SAFE BEARING CEMENTS, FLYASH AND/OR CHEMICAL ADMIXTURES WILL NOT BE PERMITTED FOR FABRIC, 600mm FOR BARS UP TO 12mm DIAMETER, 900mm FOR BARS B13 ALL WALL TIES "HEAVY GALVANIZED" IN ACCORDANCE WITH AS 3700.
CAPACITY OF 100kPa WITH A MAXIMUM LINEAR SHRINKAGE OF 8% AND A EXCEPT WITH PRIOR APPROVAL OF COVEY ASSOCIATES IN WRITING. IF FLYASH IS 16mm AND GREATER. IN EXPOSED CONDITIONS OF B2 OR C, USE ONLY
G10 CONSTRUCTION USING THE STRUCTURAL DRAWINGS SHALL NOT COMMENCE PLASTIC INDEX NOT EXCEEDING 16. ALL FILLING AND BACKFILLING SHALL BE USED WITH APPROVAL THEN THIS SHOULD NOT EXCEED 80kg/PER cu. m. PLASTIC CHAIRS. B14 MORTAR SHALL BE MADE WITH MECHANICAL MIXERS AND MORTAR TYPES SHALL
COMPACTED IN MAXIMUM 150mm THICK LAYERS BY MECHANICAL COMPACTION CONCRETE AGGREGATE SHALL CONSIST OF CRUSHED RIVER GRAVEL OR BASALT 1 07.02.2023 FOR CONSTRUCTION MS
UNTIL A CONSTRUCTION CERTIFICATE IS ISSUED BY THE PRINCIPAL CERTIFYING COMPLY WITH AS 2701 AND AMENDMENTS. MORTAR TYPES SHALL BE :-
AUTHORITY & ONLY IF THE STRUCTURAL DRAWING IS DESIGNATED TO 98% OF THE MAXIMUM DRY DENSITY (STANDARD) AS DETERMINED BY AS IN ACCORDANCE WITH AS 2758.1. SLAG AGGREGATES WILL NOT BE PERMITTED. C25 MINIMUM LAP FOR ALL FABRICS SHALL BE ONE MESH + 30mm. U.N.O. P1 22.12.2022 PRELIMINARY MS
"ISSUE FOR CONSTRUCTION" 1289 TEST E 1.1 CALCIUM CHLORIDE WILL NOT BE PERMITTED AND SHALL NOT BE USED UNDER Issue Date Description By
ANY CIRCUMSTANCE. C26 WHERE NO STEEL IS SHOWN ON THE DRAWING AT RIGHT ANGLES TO MAIN LOCATION OF BUILDING MORTAR MAX
F13 PLACE A 50mm THICK LAYER OF BEDDING SAND OVER SUBGRADE MATERIAL.
G11 THE CONTRACTOR SHALL GIVE AT LEAST 24 HOURS NOTICE OF ANY INSPECTIONS REINFORCEMENT PLACE N12-300 ON THE SIDE OF THE MAIN CEMENT LIME SAND Drawing title -
OF STRUCTURAL WORK THAT ARE REQUIRED TO BE MADE BY COVEY ASSOCIATES. C5 PROJECT ASSESSMENT SHALL BE IN ACCORDANCE WITH AS 1379 & AS 3600. REINFORCEMENT REMOTE FROM THE OUTSIDE OF THE CONCRETE. ALL OPENINGS
F14 PLACE 0.2mm THICK WATERPROOF MEMBRANE UNDER SLAB WITH ALL JOINTS ALL ORGANISATIONS RESPONSIBLE FOR TESTING AND ASSESSMENT OF DAMP PROOF COURSE & 1 0-0.25 3.0
G12 WATERPROOFING SEALED. CONCRETE AND CONCRETE MATERIALS SHALL BE NATA REGISTERED.
AND RE-ENTRANT ANGLES IN THE CONCRETE SHALL HAVE 2/N12 TOP AND
BOTTOM ALONG THE ENCLOSING EDGE AND PROJECTING 350 PAST CORNERS. LOAD BEARING WALLS PROJECT NOTES - SHEET 1
ALL EXTERNAL SLABS, ROOF SLABS & RETAINING WALLS SHALL HAVE A SAMPLING AND TESTING SHALL BE TO AS 1012.
WATERPROOF MEMBRANE APPLIED TO ARCHITECT'S & CONTRACTOR'S DETAILS. ACCEPTANCE CRITERIA - AVERAGE MUST EXCEED REQUIRED VALUE, NO SAMPLE C27 CONSTRUCTION BREAK, JOINT LOCATIONS AND DETAILS SHALL BE APPROVED NON LOAD BEARING 1 0.5 4.5
THE MEMBRANE WILL BE THE PRIMARY METHOD OF WATERPROOFING. THE TO BE LESS THAN 85% OF REQUIRED VALUE. SUBMIT TEST RESULTS OF BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. EXTERNAL WALLS
MEMBRANE SHALL BE DETAILED TO ACCOMMODATE MOVEMENT AT EXPANSION PROJECT ASSESSMENT TO COVEY ASSOCIATES.
JOINTS. C28 THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE CAST IS NON LOAD BEARING 1 1 6.0
C6 SUPPLY OF READY MIXED CONCRETE SHALL COMPLY WITH AS 1379. INTERNAL WALLS
Project -
TO BE THOROUGHLY MECHANICALLY SCABBLED, FULLY EXPOSING THE
G13 NOTES ON ALL DRAWINGS SHALL OVER-RIDE ALL GENERAL CONSTRUCTION AGGREGATE MATRIX.
NOTES AS OUTLINED ON THIS PAGE. C7 ALL CONCRETE SHALL BE MOISTURE CURED FOR (7) DAYS AFTER POURING, BY
AN APPROVED METHOD.
PROPOSED DECK
C31 FIRST SLAB BAR IS TO BE POSITIONED MAX 100mm FROM FACE OF BEAMS,
C8 ALL FORMWORK SHALL CONFORM TO AS3610 (RESHORING NOT PERMITTED).
R.C.C WALLS AND SLAB THICKENINGS PARALLEL TO BAR. FIRST BEAM TIE TO BE EXTENSION
PLACED MAXIMUM 50mm FROM FACE OF COLUMN OR SUPPORTING WALL UNDER.
C9 REINFORCEMENT SYMBOLS C32 THE SUB CONTRACTOR SHALL GIVE AT LEAST 24 HOURS NOTICE SO THAT
INSPECTION MAY BE MADE OF THE FOLLOWING: Client -
REINFORCEMENT TYPES ARE DESIGNATED AS FOLLOWS:- - MEMBRANE INSTALLATION THE SUB BASE (WHERE APPLICABLE)
BAR REINFORCEMENT
-
-
REINFORCEMENT & TENDONS FIXED IN PLACE
CORES & EMBEDMENTS FIXED IN PLACE
Paul Cooper Homes
'R' DENOTES ROUND STEEL BAR. - NO CONCRETE SHALL BE PLACED UNTIL INSPECTION IS COMPLETED
'N' DENOTES DEFORMED STEEL BAR.
'W' DENOTES HARD DRAWN DEFORMED WIRE. C33 CONSTRUCTION SUPPORT PROPPING SHALL BE LEFT IN PLACE AS REQUIRED IN
ORDER TO AVOID OVERSTRESSING A COMPLETED FLOOR DUE TO CONSTRUCTION
MESH REINFORCEMENT LOADING. ALL BACK PROPPING SHALL BE APPROVED BY COVEY ASSOCIATES.
'SL' DENOTES SQUARE WELDED MESH. Site -
'RL' DENOTES RECTANGULAR WELDED MESH. C34 IF PLASTIC SHRINKAGE OF THE CONCRETE IS OBSERVED DUE TO RAPID DRYING
TRENCH MESH REINFORCEMENT
OR OTHER CONDITIONS, APPLY A SINGLE SPRAY COAT OF ALIPHATIC ALCOHOL 24 Attunga Heights,
EVAPORATION RETARDANT ("MASTERKURE 111CF-CONFILM" BY MASTER
'TM' DENOTES TRENCH MESH WITH W8 LIGS AT 600. BUILDERS OR EQUAL APPROVED) IMMEDIATELY AFTER SCREEDING. Noosa Heads
NOTE: "CONFILM" IS NOT A CURING COMPOUND.
REINFORCEMENT SHALL GENERALLY COMPLY WITH AS 3600 CLAUSE 17.2
REINFORCEMENT GRADES ARE DESIGNATED AS FOLLOWS:-
BAR REINFORCEMENT GRADE 500 - NORMAL DUCTILITY
MECHANICAL & CHEMICAL ANCHORS MESH REINFORCEMENT GRADE 500 - LOW DUCTILITY
TRENCH MESH REIN. GRADE 500 - LOW DUCTILITY
Consulting Civil &
M1 ALL MECHANICAL & CHEMICAL ANCHORS TO BE AS SPECIFIED & INSTALLED IN Structural Engineers
STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. ALL BOLT HOLES C10 SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OF APPLIED
TO BE TO MANUFACTURER'S SPECIFIED DIAMETER AND DEPTH. IF FINISHES. Project Management
REINFORCEMENT IS INTERSECTED, BOLT HOLES MUST BE DIAMOND CORE
ASSOCIATES PTY LTD
DRILLED. ALL BOLTS TO IN COMPETENT CONCRETE, THE ENGINEER SHALL BE C11 BEAMS SIZES ARE SHOWN DEPTH FIRST AND INCLUDE SLAB THICKNESS & Planning
NOTIFIED OF ANY BOLT HOLES ENCOUNTERING POROUS OR 'BONY' CONCRETE.
ALL BOLT HOLES TO BE BLOWN OUT WITH COMPRESSED AIR PRIOR TO BOLT C12 UNLESS NOTED OTHERWISE ALL FORMED EDGES AND CORNERS OF CONCRETE
INSTALLATION BOLTS TO BE TIGHTENED TO MANUFACTURER'S SPECIFIED TORQUE. MEMBERS SHALL HAVE 20mm CHAMFERS. 124 DUPORTH AVENUE
M2 BOLT HOLES ARE NOT TO BE DRILLED THROUGH EXISTING STEEL C13 PLACE CONCRETE IN LAYERS SUCH THAT EACH SUCCEEDING LAYER IS BLENDED PO BOX 16 MAROOCHYDORE QLD 4558
REINFORCEMENT IN CONCRETE. INTO THE PRECEDING ONE BY THE COMPACTION PROCESS. SLABS AND BEAMS E-MAIL: [email protected]
SHALL BE POURED TOGETHER. THE FINISHED CONCRETE SHALL BE A DENSE
HOMOGENEOUS MASS COMPLETELY FILLING THE FORMWORK AND THOROUGHLY Ph (07) 5443 7777 Fax (07) 5443 7577
M3 TESTING OF CRITICAL CHEMICAL ANCHORS IS REQUIRED TO BE UNDERTAKEN BY
THE MANUFACTURER WITH THE ENGINEER PRESENT. EMBEDDING THE REINFORCEMENT. FINISH TYPE SHALL BE AS SPECIFIED IN THE
ARCHITECTURAL DRAWINGS. Approved:
M4 ALL MECHANICAL & CHEMICAL ANCHORS TO COMPLY WITH AS5216-2018.
KEVIN COVEY BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
M5 ALL MECHANICAL & CHEMICAL ANCHORS TO BE AS SPECIFIED ON THIS BEng(Hons), MIEAust, RPEQ4944
CHRIS CAMP
DOCUMENTATION. NO SUBSTITUTION OF PRODUCTS ALLOWED WITHOUT CONSENT
FROM COVEY STRUCTURAL ENGINEER.
Checked : MC Design : SC Drawn : MS
Scales : n.t.s
Document Stage : CONSTRUCTION
Project : 223315 Sheet No. S0.01
Digital Ref : 223315 - STRUC Issue : 1
This document is copyright and shall not be copied without written
approval, nor shall it be used except for the development and the
site specified.
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STEELWORK STEELWORK cont. TIMBER
S1 DESIGN CONFORMS TO AS 4100. FABRICATION & ERECTION SHALL BE CARRIED S15 NON-DESTRUCTIVE WELD EXAMINATION SHALL BE AS FOLLOWS: T1 ALL TIMBER STRUCTURAL MEMBERS SHALL BE PLACED AND FIXED IN
OUT IN ACCORDANCE WITH THE PROVISIONS OF AS 4100. ACCORDANCE WITH THE AUSTRALIAN STANDARD AS 1684.2 RESIDENTIAL TIMBER
TYPE OF WELD EXAMINATION METHOD EXTENT (% OF TOTAL FRAMED CONSTRUCTION AND AS1720.1 TIMBER STRUCTURES.
S2 UNLESS NOTED OTHERWISE, ALL STEEL SHALL CONFORM WITH THE FOLLOWING & CATEGORY LENGTH OF WELD TYPE)
AUSTRALIAN STANDARDS IN RESPECT OF GRADE & CONDITIONS OF SUPPLY T2 TIMBER MEMBERS NOT CALLED UP ON FRAMING PLANS SHALL BE SELECTED IN
FILLET WELD GP/SP VISUAL INSPECTION 100 ACCORDANCE WITH THE ABOVE CODES.
ROLLED SECTIONS: AS3679.1 GRADE 300 BUTT WELD, GP VISUAL INSPECTION 100
WELDED SECTIONS: AS3679.2 GRADE 300 BUTT WELD, SP VISUAL INSPECTION 100 T3 REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS OF ROOFING INSULATION AND
FLAT BARS: AS3679.1 GRADE 300 BUTT WELD, SP RADIOGRAPHIC OR 10 SHOP WELD CEILING.
PLATE/FLOOR PLATE: AS3678 GRADE 250 ULTRASONIC INSPECTION 25 FIELD WELD
HOLLOW SECTIONS AS1163 GRADE C300 T4 NOT MORE THAN 1 IN 3 BATTENS TO BE SPLICED ON ONE TRUSS.
PURLINS & GIRTS AS1397 G450 Z350
RADIOGRAPHIC EXAMINATION: TO AS 1554, PART 1, CLAUSE 6.3. T5 TIMBER JOINTS SHALL BE FREE OF DEFECTS
COPIES OF TEST CERTIFICATES CONFIRMING CONFORMANCE TO THE ABOVE ULTRASONIC EXAMINATION: TO AS 1554, PART 1, CLAUSE 6.4.
STANDARDS AND GRADES ISSUED BY SUPPLIER OF THE STEEL SHALL BE TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AUTHORITY AND T6 DURING CONSTRUCTION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
SUPPLIED TO COVEY ASSOCIATES. THE RELEVANT TEST REPORT SHALL BE SUBMITTED TO COVEY ASSOCIATES. TO ENSURE THAT TIMBER IS PROTECTED FROM THE WEATHER AND STRENGTH IS
NOT IMPAIRED IN ANY WAY
S3 MEMBER SIZES SHALL BE AS SHOWN ON THE STRUCTURAL DRAWINGS. S16 THE SUBCONTRACTOR SHALL GIVE NOTICE OF AT LEAST 48 HOURS SO THAT
NO SUBSTITUTION IS PERMITTED WITHOUT AGREEMENT OF COVEY ASSOCIATES. INSPECTION MAY BE MADE BY EITHER COVEY ASSOCIATES (IF REQUIRED) OR THE T7 THE ACTUAL DIMENSIONS OF THE TIMBER SHALL NOT DIFFER FROM THOSE
SUBCONTRACTORS NOMINATED INSPECTION ORGANISATION AT THE FOLLOWING NOMINATED ON DRAWINGS BY MORE THAN THE TOLERANCES ALLOWED IN
S4 THE CONTRACTOR SHALL PREPARE WORKSHOP (SHOP DETAIL) DRAWINGS AND STAGES: AS 1748, AS 2082 AND AS 2858.
SHALL SUBMIT AN ELECTRONIC PDF FILE OF THE 3D MODEL EACH : COMMENCEMENT OF WELDING PROCEDURE AND WELDER QUALIFICATIONS
DRAWING FOR EXAMINATION OF CONNECTION DETAILS. FABRICATION SHALL NOT TESTS T8 ALL EXPOSED TIMBER FRAMING CLEATS, BRACKETS AND BOLTS SHALL BE
COMMENCE UNTIL THE WORKSHOP DRAWINGS HAVE BEEN REVIEWED, A REVIEW : COMMENCEMENT OF WELDING FABRICATED FROM STAINLESS OR GALVANISED STEEL.
WILL BE PROVIDED FOR MEMBER SIZES AND CONNECTION DETAILS, BUT WILL : PRIOR TO THE PLACEMENT OF THE ROOT RUNS OF COMPLETE
NOT EXTEND TO DIMENSIONS. ALL DIMENSIONS AND SETOUTS SHALL BE PENETRATION BUTT WELDS T9 ALL SEASONED TIMBER SHALL BE PROTECTED FROM PROLONGED WETTING.
OBTAINED FROM ARCHITECTURAL DRAWINGS. : COMPLETION OF FABRICATION PRIOR TO SURFACE PREPARATION ANY SEASONED TIMBER THAT HAS BECOME WET FOR AN EXTENDED PERIOD
: COMMENCEMENT OF SURFACE PREPARATION PRIOR TO PROTECTIVE COATING SHALL NOT BE USED IN THE WORKS.
SHOP DETAIL DRAWINGS SHALL CLEARLY INDICATE: : COMPLETION OF PROTECTIVE COATING PRIOR TO DELIVERY TO SITE
: DIMENSIONS OF ITEMS, IDENTIFICATION, STEEL GRADE : STEELWORK ON SITE PRIOR TO ERECTION T10 TIMBER BEAMS FABRICATED USING NAIL PLATES SHALL BE INSTALLED IN
: PROCEDURES NECESSARY FOR SHOP AND SITE ASSEMBLY : COMPLETION OF ERECTION PRIOR TO ENCASING OR FIXING CLADDING ACCORDANCE WITH THE REQUIREMENTS OF THE NAIL PLATE MANUFACTURER.
: LOCATION, TYPE AND SIZE OF WELDS AND BOLTS
: ORIENTATION OF MEMBERS S17 SURFACE TREATMENT AND PAINTING OF STEELWORK TO BE AS PER T11 WHERE TIMBER MEMBERS FABRICATED USING NAIL PLATES ARE TO BE USED
: CAMBER OR PRESET (IF ANY) ARCHITECTURAL SPECIFICATION. SURFACE TREATMENT SHALL BE CARRIED OUT WITHIN 1KM OF THE SEAFRONT, THE NAIL PLATES SHALL BE PROTECTED
: LOCATION OF TEMPORARY CONNECTIONS AND BRACING IN ACCORDANCE WITH AS 1627. (SEE ALSO ITEM S8) AGAINST CORROSION IN ACCORDANCE WITH THE REQUIREMENTS OF THE NAIL
: SURFACE PREPARATION METHOD AND COATING SYSTEM PROVIDE SEAL PLATES TO ALL HOLLOW SECTIONS, WITH BREATHER HOLES IF PLATE MANUFACTURER.
: WELDING AND BOLTING CATEGORIES MEMBERS ARE TO BE HOT DIPPED GALVANISED Check all dimensions before commencement of work.
T12 ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS 1720.1
Check Site boundary dimensions from the Title plans.
S5 ALL WELDING SHALL BE CARRIED OUT IN ACCORDANCE WITH AS 1554.1. S18 ERECTION TOLERANCES SHALL COMPLY WITH AS 4100 SECTION 15 UNLESS 'TIMBER STRUCTURES CODE'.
Check Building Boundary clearances by set out.
ELECTRODES SHALL BE TO AS 1553, AS1858 AS 2203 OR AS 2717 AS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS.
T13 STRUCTURAL TIMBER SHALL BE OF STRESS GRADE AND TYPE SPECIFIED ON THE
Notwithstanding the information supplied on this drawing, the
APPROPRIATE. WELDS FOR STRUCTURAL CONNECTIONS SHALL BE WELD
CATEGORY SP UNLESS NOTED OTHERWISE. S19 ALL STEELWORK SHALL BE TEMPORARILY BRACED IN A SECURE MANNER IN DRAWINGS. ALL STRUCTURAL TIMBER MUST BE STAMPED WITH A RECOGNISED location, depth and extent of underground or overhead services
ORDER TO STABILISE THE STRUCTURE DURING ERECTION. DETAILS TO BE QUALITY CONTROL STAMP, IDENTIFYING THE STRESS GRADE AND THE PRODUCT. are to be confirmed and protected on site by the contractor prior
S6 UNLESS OTHERWISE SHOWN, ALL CONNECTIONS SHALL BE AS SHOWN IN PROVIDED BY SUB CONTRACTOR. to commencement of works.
"STANDARDISED STRUCTURAL CONNECTIONS" PUBLISHED BY T14 STRUCTURAL PLYWOOD AND LAMINATED VENEER LUMBER (L.V.L.) SHALL BE
AUSTRALIAN STEEL INSTITUTE. S20 FOR EACH GROUP OF ANCHOR BOLTS PROVIDE A TEMPLATE WITH SETTINGS OUT MANUFACTURED IN ACCORDANCE WITH AS 2269 AND MUST BE BRANDED WITH
FOR CONNECTIONS, WHERE NO STRUCTURAL DETAIL IS PROVIDED, 2/M20 BOLTS LINES CLEARLY MARKED FOR POSITIONING THE BOLTS WHEN CASTING IN. THE 'PAA TESTED STRUCTURAL PLYWOOD' STAMP.
IN 8.8/S CATEGORY SHALL BE USED AND ALL WELDS SHALL BE 6mm
CONTINUOUS FILLET WELDS USING E48XX ELECTRODES OR EQUIVALENT AND ALL S21 GALVANISING SHALL BE TO AS 4680 (MEMBERS) OR AS 1214 T15 GLUE LAMINATED TIMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH
CLEAT PLATES AND STIFFENERS SHALL BE 10mm THICK. AS 1328. THE ADHESIVE MUST BE WEATHERPROOF PHENOL-RESORCINOL
THREADED FASTENERS SYNTHETIC RESIN. ALL PREFABRICATED COMPONENTS SHALL BE GIVEN TWO 1 07.02.2023 FOR CONSTRUCTION MS
S7 BOLTING CATEGORIES ARE IDENTIFIED ON THE STRUCTURAL DRAWINGS IN THE COATING MASS: AVERAGE - 600 GRAMS PER SQ. METRE COATS OF CABOTS 'CLEARCOAT' OR EQUIVALENT PRIOR TO BEING TRANSPORTED P1 22.12.2022 PRELIMINARY MS
FOLLOWING MANNER: TO SITE. Issue Date Description By
MEMBERS
BOLTING CATEGORY BOLT GRADE BOLT TO METHOD OF STD. COATING MASS: MINIMUM - 550 GRAMS PER SQ. METRE T16 NAILS ALL HAND DRIVEN NAILS SHALL BE GALVANISED. NAIL SPACINGS NOT Drawing title -
AUST. STD INSTALLATION TO AS 4100 SPECIFICALLY SHOWN ON THE PLANS MUST COMPLY WITH AS 1720.1.
4.6/S 4.6 AS 1111 SNUG TIGHTENED S22 PROVIDE SURVEY CERTIFICATES RELATING TO ERECTED STEELWORK THAT
8.8/S 8.8 AS 1252 SNUG TIGHTENED CONFIRM THAT TOLERANCES COMPLY WITH SECTION 15 OF AS 4100. T17 COACH SCREWS SHALL BE ELECTROPLATED OR GALVANISED ALL COACH SCREWS PROJECT NOTES - SHEET 2
8.8/TF 8.8 AS 1252 FULLY TENSIONED SHALL BE INSTALLED WITH A HAND OR MACHINE OPERATED WRENCH IN
FRICTION - TYPE JOINT S23 REMOVE ALL TEMPORARY CLEATS ON COMPLETION AND RESTORE THE SURFACE PRE-DRILLED HOLES IN ACCORDANCE WITH AS 1720.1.
8.8/TB 8.8 AS 1252 FULLY TENSIONED IN AN APPROVED MANNER.
BEARING - TYPE JOINT T18 ALL BOLTS, NUTS AND WASHERS SHALL BE HOT DIPPED GALVANISED.
S24 GROUT UNDER ALL BASE PLATES. BEFORE GROUTING, SUPPORT BASE PLATES STRENGTH GRADE 4.6 COMMERCIAL BOLTS.
COPIES OF TEST CERTIFICATES CONFIRMING CONFORMANCE TO THE RELEVANT ON STEEL PACKERS OR WEDGES. GROUT UNDER BASE PLATES AND INTO CORED Project -
STANDARDS AND BOLT GRADE ISSUED BY THE SUPPLIER OF THE BOLTS SHALL HOLES WITH CONBEXTRA GP NON-SHRINK GROUT OR EQUIVALENT, MINIMUM T19 WASHERS ALL COACH SCREWS AND BOLTS IN TIMBER TO TIMBER STRUCTURAL
BE SUPPLIED TO COVEY ASSOCIATES. COMPRESSIVE STRENGTH 20MPa,MIN. THICKNESS 15mm, MAX. THICKNESS 40mm JOINTS SHALL BE PROVIDED WITH WASHERS OF A SIZE NOT LESS THAN:- PROPOSED DECK
S8 BOLTING CATEGORIES 8.8/TF & 8.8/TB REQUIRE TENSIONING IN ACCORDANCE
WITH AS 4100. TENSIONING SHALL BE CARRIED OUT IN ACCORDANCE WITH
S25 STRUCTURAL STEEL TO BE CONCRETE ENCASED SHALL BE UNPAINTED AND
WRAPPED WITH SL41 FABRIC. THE GAP BETWEEN THE STRUCTURAL STEEL AND BOLTS WASHER SIZE SPACING EDGE DISTANCES
EXTENSION
CLAUSE 15.2.5 OF AS 4100 BY EITHER THE PART-TURN METHOD OR THE THE FABRIC SHALL BE 25mm. THE MINIMUM COVER TO THE FABRIC SHALL BE
DIRECT-TENSION INDICATOR METHOD. THE TORQUE-CONTROL METHOD SHALL 50mm. M10 40 x 40 x 2.5 50 50
NOT BE USED. FOR BOLTING CATEGORY 8.8/TF, THE CONTACT SURFACES SHALL M12 50 x 50 x 3.0 60 60 Client -
BE FREE FROM PAINT, LACQUER, GALVANISING OR OTHER APPLIED FINISH, S26 ROOF AND/OR WALL SHEETING SHALL BE FIXED TO PURLINS OR GIRTS IN M16 57 x 57 x 4.0 70 80
UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. M20 65 x 65 x 5.0 80 100
CONTRACTOR TO PROVIDE CERTIFICATION FOR BOLTING CATEGORY ACHIEVED AS >M20 75 x 75 x 6.0 90 120 Paul Cooper Homes
DETAILED ON STRUCTURAL DRAWINGS. S27 ALL SUNDRY ITEMS SUCH AS GUTTER SUPPORTS, CEILING AND ARCHITECTURAL
ELEMENTS, FIXTURES ARE TO BE ALLOWED FOR IN THE PRICING BY THE ALL WASHERS TO BE HOT DIPPED GALVANISED.
S9 UNLESS NOTED OTHERWISE, HOLES SHALL BE 2mm LARGER THAN THE NOMINAL TENDERER AS PER ARCHITECT'S DETAILS.
BOLT DIAMETER. WHERE SLOTTED OR OVERSIZE HOLES ARE PERMITTED ON THE T20 PROPRIETARY CONNECTORS SHALL BE USED AND INSTALLED TO THE
STRUCTURAL DRAWINGS, THEY SHALL COMPLY WITH AS 4100. HAND FLAME S28 THE BUILDER SHALL PROVIDE ALL CLEATS AND HOLES FOR FIXING STEEL TO MANUFACTURER'S SPECIFICATIONS AND DETAILS. THE NUMBER, POSITION AND
CUTTING OF BOLT HOLES IS NOT PERMITTED. ALL BOLT HOLES SHALL BE STEEL, TIMBER TO STEEL AND TIMBER TO TIMBER. AS REQUIRED BY TYPE OF NAILS ARE TO BE STRICTLY COMPLIED WITH. Site -
DRILLED. BOLTS TO BE INSTALLED WITH A HARDENED WASHER UNDER THE ENGINEERING AND ARCHITECTURAL INTENT WHETHER SHOWN OR NOT.
TURNED PART OVER THE HOLE.
S29 ALL STRUCTURAL STEELWORK BELOW GROUND TO BE ENCASED BY N25 75mm
T21 HANDLING AND STORAGE TIMBER AND TIMBER COMPONENTS STORED ON SITE
SHALL BE STORED LEVEL ON BEARERS NOT LESS THAN 150MM OFF THE
24 Attunga Heights,
S10 UNLESS NOTED OTHERWISE, ALL BOLTS AND WASHERS SHALL BE GALVANISED. ALL ROUND U.N.O. GROUND. TIMBER SHALL BE EVENLY BLOCKED, STACKED AND COVERED WITH
WATERPROOF TARPAULINS TO GIVE PROTECTION FROM THE WEATHER.
Noosa Heads
S11 UNLESS NOTED OTHERWISE, A CUT SURFACE SHALL HAVE A MAXIMUM S30 FOR GALVANISED COATINGS, REPAIR FIELD DAMAGE AND SITE WELDS WITH TWO
ROUGHNESS NOT EXCEEDING 25 MICROMETERS. ALL CUTTING SHALL BE CARRIED COATS OF A TWO PACK EPOXY POLYAMIDE ZINC-RICH PAINT CONTAINING A T22 ANY EXTERNAL ABOVE GROUND TIMBER MUST BE SEALED IN ACCORDANCE WITH
OUT IN ACCORDANCE WITH THE RECOMMENDATIONS OF MINIMUM OF 92% ZINC DUST IN THE DRY FILM WHICH SHALL BE BUILT UP TO AS1684 BEFORE IT IS INSTALLED I.E. ALL CUTS, NOTCHES & DRILL HOLES MUST
AWRA TECHNICAL NOTE 5. 0.075mm MINIMUM. BE SEALED BEFORE INSTALLATION TO MINIMISE THE INGRESS OF MOISTURE.
CUTS TO BE TREATED WITH H3 ENSEAL OR SIMILAR. Consulting Civil &
S12 FABRICATION TOLERANCES SHALL COMPLY WITH AS 4100, SECTION 14 UNLESS S31 FOR PAINT COATINGS, REPAIR FIELD DAMAGE AND SITE WELDS USING THE SAME
NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. PARENT COATING SYSTEM. SUCCESSIVE PAINT LAYERS SHALL BE ABRADED TO A IT IS FURTHER RECOMMENDED THAT ONCE SEALED, MEMBERS SHOULD HAVE A Structural Engineers
FEATHERED EDGE OF APPROXIMATELY 25mm WIDTH PER LAYER. MECHANICALLY 'MALTHOID' COVER STRIP (OR SIMILAR) APPLIED TO ALL TOP EDGES OF DECK
S13 ALL BEAMS AND RAFTERS SHALL BE FABRICATED AND ERECTED WITH NATURAL GRIND SURFACES TO ACHIEVE SMOOTH AND BRIGHT METAL COMPARABLE TO JOISTS & DECK BEARERS TO AGAIN MINIMISE THE INGRESS OF MOISTURE. Project Management
CAMBER UP. ANY ADDITIONAL CAMBER SHALL BE AS NOTED ON THE CLASS 2.5. PAINT REINSTATEMENT SHALL FULLY COVER THE FEATHERED PART
WHERE SMARTLVL 15 OR SMARTLAM GL17 ARE USED IN AN LOSP H3 ASSOCIATES PTY LTD
STRUCTURAL DRAWINGS. PROVIDE STRUCTURAL MEMBERS IN SINGLE LENGTHS OF THE SAME LAYER. & Planning
UNLESS SPLICES ARE SHOWN ON THE STRUCTURAL DRAWINGS. ANY WELDED APPLICATION PLEASE REFER TILLING DESIGN GUIDES FOR INSTALLATION
SPLICES TO MAKE UP MEMBER LENGTHS SHALL BE FULL PENETRATION S32 ALL CANTILEVER MEMBERS TO BE PROPPED UNTIL FULLY FIXED AT SUPPORTS. CONSIDERATIONS & RECOMMENDATIONS.
BUTT WELDS. 124 DUPORTH AVENUE
S14 WELDING PERSONNEL SHALL BE QUALIFIED IN ACCORDANCE WITH CLAUSE 4.12
PO BOX 16 MAROOCHYDORE QLD 4558
AS 1554.1. E-MAIL: [email protected]
Ph (07) 5443 7777 Fax (07) 5443 7577
Approved:
KEVIN COVEY BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
CHRIS CAMP BEng(Hons), MIEAust, RPEQ4944
Checked : MC Design : SC Drawn : MS
Scales : n.t.s
Document Stage : CONSTRUCTION
Project : 223315 Sheet No. S0.02
Digital Ref : 223315 - STRUC Issue : 1
This document is copyright and shall not be copied without written
approval, nor shall it be used except for the development and the
site specified.
c:\12dS\data\12DSERVER\223315_2620\DWG Covey\Struc\Uncontrolled\223315 - STRUC.dwg Plot 08 Feb, 2023 - 08:34
Page 3
ANY EXTERNAL TIMBER TO BE ABOVE GROUND
CLASS 1 DURABILITY OR H3 TREATED.
ALL EXTERNAL TIMBER TO BE PAINTED.
2
ANY EXTERNAL ABOVE GROUND TIMBER MUST BE
S1.02
SEALED IN ACCORDANCE WITH AS1684 BEFORE IT IS
INSTALLED I.E. ALL CUTS, NOTCHES & DRILL HOLES
MUST BE SEALED BEFORE INSTALLATION TO
MINIMISE THE INGRESS OF MOISTURE.
CUTS TO BE TREATED WITH H3 ENSEAL OR SIMILAR.
IT IS FURTHER RECOMMENDED THAT ONCE SEALED, EXISTING SUB FLOOR ASSUMED EXISTING
MEMBERS SHOULD HAVE A 'MALTHOID' COVER STRIP REINFORCED 200 SERIES FOUNDATION
(OR SIMILAR) APPLIED TO ALL TOP EDGES OF DECK MASONRY WALLS ALIGNMENT.
JOISTS & DECK BEARERS TO AGAIN MINIMISE THE
C1
INGRESS OF MOISTURE. PF1
WHERE SMARTLVL 13 OR SMARTLAM GL17 ARE
USED IN AN LOSP H3 APPLICATION PLEASE REFER
TILLING DESIGN GUIDES FOR INSTALLATION EXISTING PAD
CONSIDERATIONS & RECOMMENDATIONS. FOOTING
EXISTING LOWER 4N16 x 500(L) (Galv.) DOWEL BARS
DECK OVER
ALL TIMBER TO BE (2 TOP, 2BTM)
EPOXY GROUTED INTO EXISTING
TERMITE RESISTANCE FOOTING, 150mm EMB'T DEPTH.
SF1
Check all dimensions before commencement of work.
H3 TREATED SF1 Check Site boundary dimensions from the Title plans.
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing, the
location, depth and extent of underground or overhead services
are to be confirmed and protected on site by the contractor prior
to commencement of works.
BASE OF FOOTING TO BE TESTED BY GEOTECH
ENGINEER FOR SOIL CAPACITIES PRIOR TO PF1
C1
PLACEMENT OF CONCRETE. EXISTING CONCRETE 2 08.02.2023 NATATION UPDATED MS
BUILDER TO CONTACT COVEY ENGINEERS FOR SITE FLOOR SLAB OVER FILL 1 07.02.2023 FOR CONSTRUCTION MS
P1 22.12.2022 PRELIMINARY MS
ASSESSMENT DURING EXCAVATION. FURTHER SITE
INSTRUCTIONS TO BE GIVEN TO DETERMINE SF1 Issue Date Description By
EXISTING PAD
FOUNDING DEPTH.
SF1
FOOTING Drawing title -
FOUNDATION AND
PF1 SF1 FRAMING PLAN
C1
Project -
1 PROPOSED DECK
S1.02
EXISTING REINFORCED EXTENSION
200 SERIES MASONRY
EXISTING PAD WALLS WHERE RETAINED.
FOOTING Client -
Paul Cooper Homes
Site -
24 Attunga Heights,
Noosa Heads
PRIOR TO COMMENCEMENT OF WORKS, ALL
FOUNDATION AND FRAMING PLAN STRUCTURAL MEMBERS TO BE FULLY PROPPED AND
BRACED BEFORE REMOVAL OF SUPPORTING WALLS
SCALE A1 - 1:50 AND COLUMNS.
SCALE A3 - 1:100 Consulting Civil &
Structural Engineers
FOR STEP SIZES, FALLS IN SLAB & DOOR THRESHOLD
DETAILS REFER TO ARCHITECT'S DRAWINGS FOUNDING MATERIAL: Project Management
ALL FOOTINGS TO BE FOUNDED 300 INTO NATURAL SILTY ASSOCIATES PTY LTD
& Planning
SANDS, WITH A Min 50Kpa BEARING CAPACITY TO BE
CONFIRMED BY GEOTECH.
124 DUPORTH AVENUE
NOTES AND LEGEND
PO BOX 16 MAROOCHYDORE QLD 4558
FOR GENERAL NOTES REFER DWG S0.01 & S0.02
E-MAIL: [email protected]
FOOTING EXCAVATIONS:
Ph (07) 5443 7777 Fax (07) 5443 7577
FOOTINGS: THIS SITE CONSIST OF LOOSE TO MEDIUM DENSE SILTY
SF1 - 300(w) x 400(d) STRIP FOOTING. SANDS. ANY FOOTINGS CONSTRUCTED IN THE UPPER Approved:
PF1 - 600(sq) x 450(d)Min. PAD FOOTING PROFILE OF THE SITE MAY EXPERIENCE SHIFTING SANDS
AND COLLAPSING OF FOOTINGS. THEREFORE THE
KEVIN COVEY BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
BUILDER SHOULD ALLOW FOR ADDITIONAL VOLUMES OF
POSTS: CHRIS CAMP BEng(Hons), MIEAust, RPEQ4944
CONCRETE TO ENSURE SUFFICIENT QUANTITIES.
C1 - 89 x 89 x 3.5 SHS POST (Galv.)
Checked : MC Design : SC Drawn : MS
Scales : AS SHOWN
EPOXY GROUTED SPECIFICATIONS:
ALL BOLTS AND DOWEL BARS TO BE GROUTED IN USING Document Stage : CONSTRUCTION
WALL LEGEND RAMSET CHEMSET REO 502 PLUS AND INSTALLED AS
PER MANUFACTURERS SPECIFICATION.
EXISTING INTERNAL LOAD BEARING STUD FRAMING OVER Project : 223315 Sheet No. S1.01
EXISTING REINFORCED MASONRY WALLS. Digital Ref : 223315 - STRUC Issue : 1
This document is copyright and shall not be copied without written
approval, nor shall it be used except for the development and the
site specified.
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Page 4
BASE PL. DRILL & EPOXY DESIGNATED
BOLTS INTO FOOTING BEAM WITH
STRIP FOOTING STEEL LEVELING NUTS GROUT PACK TO SUIT
C1
TO BE EXTENDED BOLTS TO BE RAMSET REO 502
THRU PAD FOOTING. M16 EMBEDMENT-250mm
170
12 BASE PL.
4 M16 BOLTS
400
450
170
C1
Z CAGE
300 3-L11TM T & B 2 x SL82 SLAB
50 COVER MESH, 50 BTM
COVER.
DEPTH OF PAD FOOTING TO BE DETERMINED
SF1 - TYP. FOOTING DETAIL ON SITE BY STRUCTURAL ENGINEER.
BUILDER TO ALLOW FOR ADDITIONAL
SCALE A1 - 1:20 VOLUMES OF MASS CONCRETE.
SCALE A3 - 1:40
600
C1 TYPICAL COLUMN SECTION
Check all dimensions before commencement of work.
Check Site boundary dimensions from the Title plans.
PF1 - TYP. PAD FOOTING DETAIL Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing, the
SCALE A1 - 1:20 location, depth and extent of underground or overhead services
SCALE A3 - 1:40 are to be confirmed and protected on site by the contractor prior
to commencement of works.
1 07.02.2023 FOR CONSTRUCTION MS
P1 22.12.2022 PRELIMINARY MS
Issue Date Description By
Drawing title -
FOUNDATION AND
FRAMING DETAILS
Project -
PROPOSED DECK
EXTENSION
Client -
Paul Cooper Homes
Site -
24 Attunga Heights,
Noosa Heads
Consulting Civil &
Structural Engineers
Project Management
ASSOCIATES PTY LTD
& Planning
124 DUPORTH AVENUE
PO BOX 16 MAROOCHYDORE QLD 4558
E-MAIL: [email protected]
Ph (07) 5443 7777 Fax (07) 5443 7577
Approved:
KEVIN COVEY BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
CHRIS CAMP BEng(Hons), MIEAust, RPEQ4944
Checked : MC Design : SC Drawn : MS
Scales : AS SHOWN
Document Stage : CONSTRUCTION
Project : 223315 Sheet No. S1.02
Digital Ref : 223315 - STRUC Issue : 1
This document is copyright and shall not be copied without written
approval, nor shall it be used except for the development and the
site specified.
c:\12dS\data\12DSERVER\223315_2620\DWG Covey\Struc\Uncontrolled\223315 - STRUC.dwg Plot 08 Feb, 2023 - 08:34
Page 5
ANY EXTERNAL TIMBER TO BE ABOVE GROUND
CLASS 1 DURABILITY OR H3 TREATED.
ALL EXTERNAL TIMBER TO BE PAINTED.
ANY EXTERNAL ABOVE GROUND TIMBER MUST BE
SEALED IN ACCORDANCE WITH AS1684 BEFORE IT IS 3 2
INSTALLED I.E. ALL CUTS, NOTCHES & DRILL HOLES S2.02 S2.02
MUST BE SEALED BEFORE INSTALLATION TO
MINIMISE THE INGRESS OF MOISTURE.
CUTS TO BE TREATED WITH H3 ENSEAL OR SIMILAR.
IT IS FURTHER RECOMMENDED THAT ONCE SEALED,
EXISTING UPPER MASONRY WALL
MEMBERS SHOULD HAVE A 'MALTHOID' COVER STRIP
1700(L) TO BE CORE FILLED.
(OR SIMILAR) APPLIED TO ALL TOP EDGES OF DECK N12 - 400 VERTICAL BARS.
JOISTS & DECK BEARERS TO AGAIN MINIMISE THE
INGRESS OF MOISTURE.
C1
DJ
WHERE SMARTLVL 13 OR SMARTLAM GL17 ARE
USED IN AN LOSP H3 APPLICATION PLEASE REFER
TILLING DESIGN GUIDES FOR INSTALLATION
Min./Max.
CONSIDERATIONS & RECOMMENDATIONS.
1700
JT1
ALL TIMBER TO BE KNOCK OUT FRONT FACE OF EXISTING
TERMITE RESISTANCE J1 BLOCK WORK FOR 2/N 12 x 500(L)
FB1
STARTER BARS EPOXY GROUTED INTO Check all dimensions before commencement of work.
H3 TREATED A SLAB REFER DETAIL. Check Site boundary dimensions from the Title plans.
Check Building Boundary clearances by set out.
S2.02 Notwithstanding the information supplied on this drawing, the
location, depth and extent of underground or overhead services
are to be confirmed and protected on site by the contractor prior
EXISTING LOWER LEVEL MASONRY
to commencement of works.
WALL SHOWN HATCHED TO BE
WP
CORE FILLED AND REINFORCED.
N12 - 400 VERTICAL BARS
C1
2 08.02.2023 NOTATION ADDED MS
EXISTING FLOOR 1 07.02.2023 FOR CONSTRUCTION MS
xFB
FRAMING P1 22.12.2022 PRELIMINARY MS
Issue Date Description By
FB2
1 Drawing title -
S2.02 UPPER FLOOR FRAMING PLAN
ALL EXPOSED STRUCTURAL
C1
KNOCK OUT FRONT FACE OF EXISTING
TIMBER TO BE FULLY ENCASED BLOCK WORK FOR 2/N 12 x 500(L)
AND WEATHERED PROOFED, i.e DJ
STARTER BARS EPOXY GROUTED INTO
ALL SURFACES TO BE PAINTED SLAB REFER DETAIL. Project -
AND CLAD IN F.C SHEETING.
PROPOSED DECK
EXISTING UPPER MASONRY WALL TO
BE DEMO AND RE-BUILT AS PER PLAN. EXTENSION
N12 - 400 VERTICAL BARS
1700
Max.
N12 - 400 HORZ. BARS
Client -
MJ
Paul Cooper Homes
EXISTING 190sq MASONRY PIER TO Site -
BE CORE FILLED AND REINFORCED
WITH 1/N16 VERT BAR. 24 Attunga Heights,
Noosa Heads
UPPER FLOOR FRAMING PLAN
SCALE A1 - 1:50
SCALE A3 - 1:100
Consulting Civil &
FOR STEP SIZES, FALLS IN SLAB & DOOR THRESHOLD
DETAILS REFER TO ARCHITECT'S DRAWINGS Structural Engineers
Project Management
ASSOCIATES PTY LTD
NOTES AND LEGEND & Planning
FOR GENERAL NOTES REFER DWG S0.01 & S0.02
PRIOR TO COMMENCEMENT OF WORKS, ALL 124 DUPORTH AVENUE
STRUCTURAL MEMBERS TO BE FULLY PROPPED AND JOISTS:
PO BOX 16 MAROOCHYDORE QLD 4558
BRACED BEFORE REMOVAL OF SUPPORTING WALLS J1 - 150 x 45 (LVL)13 JOISTS @ 450ctrs
E-MAIL: [email protected]
AND COLUMNS. DJ - DOUBLE JOIST, NAIL LAMINATED or
150 x 63 (LVL)13 SINGLE END JOIST. Ph (07) 5443 7777 Fax (07) 5443 7577
JOIST TRIMMER: Approved:
JT1 - 150 x 45 (LVL)13 JOIST TRIMMER
WALL LEGEND BEARERS: KEVIN COVEY BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
EXISTING INTERNAL LOAD BEARING STUD FRAMING OVER FB1 - 200PFC STEEL BEARER (Galv.) CHRIS CAMP BEng(Hons), MIEAust, RPEQ4944
FB2 - 200 x 45 (LVL) 13
EXISTING REINFORCED MASONRY WALLS OVER. xFB - 200 x 75 HDWD EXISTING BEARER Checked : MC Design : SC Drawn : MS
EXISTING INTERNAL STUD FRAMING UNDER POSTS: Scales : AS SHOWN
C1 - 89 x 89 x 3.5 SHS COLUMN (Galv.)
EXISTING REINFORCED MASONRY WALLS UNDER. xC - EXISTING HDWD COLUMN
Document Stage : CONSTRUCTION
ARTICULATION JOINT: Project : 223315 Sheet No. S2.01
190 REINFORCED BLOCK WALL OVER
MJ - BLOCK WORK ARTICULATION JOINT,
EXISTING 190 LOWER LEVEL BLOCK WALL TO BE CORE
WALL PLATE:
REFER DETAIL Digital Ref : 223315 - STRUC Issue : 1
FILLED AND REINFORCED WITH N12 - 400 VERT.
WP - 200 x 75 HDWD This document is copyright and shall not be copied without written
approval, nor shall it be used except for the development and the
site specified.
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Page 6
WATER PROOFING TO
75mm (Galv.) BATTEN ARCHITECTS DETAILS
SET STEEL BEARER STAINLESS STEEL FRAMING
SCREWS FROM JOIST
8 TOP CLEAT CERAMIC TILES OVER M12 BOLT TO DOWN 5mm BELOW ANCHOR FROM JOIST TO
TRIMMER FIXED INTO
2 M12 BOLT F.C SHEETING. TO EXISTING JOISTS ADJACENT BEARER. BEARER. 4 2.8Ø HDG NAILS
END GRAIN FB1 - (Galv.) PFC
BUILDERS DETAILS EACH LEG.
70
FLOOR BEARER
J1 J1 60 J1
5mm
J1 xJ
JT1
EXISTING DECK FB1 FB2
JOIST.
FB1 BEARER FULLY WRAPPED
IN SCYON / F.C SHEETING
HDWD BEARER BOLTED EXISTING HDWD
THRU TO EXISTING WITH BEARER. 8 WEB STIFFENER NOTCH TOP AND BTM
M12 - 450ctrs STAGGERED. FLANGE FOR WEB
(NO MORTAR JOINT FIXINGS) CONNECTION. 2 M12 BOLTS
10 CAP PL.
2 M16 BOLTS (C1) SHS STEEL
POST
EXISTING UN -
REINFORCED HOLLOW
BLOCK WORK
DECK FRAMING CONNECTION PFC / POST CONNECTION
Check all dimensions before commencement of work.
SECTION A DETAIL 1 Check Site boundary dimensions from the Title plans.
Check Building Boundary clearances by set out.
SCALE A1 - 1:10 SCALE A1 - 1:10 S1.01 Notwithstanding the information supplied on this drawing, the
S2.01
SCALE A3 - 1:20 SCALE A3 - 1:20 location, depth and extent of underground or overhead services
are to be confirmed and protected on site by the contractor prior
to commencement of works.
CERAMIC TILES OVER M12 BOLT TO 8 SIDE CLEAT
1 07.02.2023 FOR CONSTRUCTION MS
F.C SHEETING. TO EXISTING JOISTS 1 M12 BOLT (Galv.)
P1 22.12.2022 PRELIMINARY MS
BUILDERS DETAILS
Issue Date Description By
Drawing title -
J1 xJ UPPER FLOOR FRAMING DETAILS
EXISTING JOIST
5 x d Min. SIDE
HOLE EDGE (C1) SHS STEEL
CLEARANCE. EXISTING DECK POST Project -
JOIST.
B ER
RM
EM PROPOSED DECK
BE HDWD BEARER BOLTED
TIM THRU TO EXISTING WITH EXTENSION
M12 - 450ctrs STAGGERED. 75 x 6 ANGLE BRACKET
2 M12 BOLTS EPOXY SHS POST/Ex. BEARER CONNECTION
(d) = BOLT DIAMETER.
GROUTED INTO 150mm Client -
TIMBER BOLT HOLE CLEARANCE INTO MASONRY PIER.
SCALE A1 - 1:10 DETAIL 3 Paul Cooper Homes
SCALE A3 - 1:20 SCALE A1 - 1:10 S1.01
EXISTING UN - EXISTING CORE
SCALE A3 - 1:20
REINFORCED HOLLOW FILLED 190sq
BLOCK WORK MASONRY PIER
Site -
24 Attunga Heights,
BEARER/MASONRY PIER CONNECTION Noosa Heads
EXISTING 190sq MASONRY 150 R16 DOWEL BAR x 500(L) DETAIL 2
PIER TO BE CORE FILLED Max. CAST INTO WALL AND SCALE A1 - 1:10 S1.01
AND REINFORCED. GREASE ONE END. SCALE A3 - 1:20 Consulting Civil &
150mm EMB'T.
Structural Engineers
Project Management
ASSOCIATES PTY LTD
EPOXY GROUTED SPECIFICATIONS: & Planning
ALL BOLTS AND DOWEL BARS TO BE GROUTED IN USING
RAMSET CHEMSET REO 502 PLUS AND INSTALLED AS 124 DUPORTH AVENUE
PER MANUFACTURERS SPECIFICATION.
PO BOX 16 MAROOCHYDORE QLD 4558
NEW 190(w) CORE FILLED
E-MAIL: [email protected]
FLEXIBLE SEALANT N12 BAR EACH SIDE
EACH SIDE OF JOINT MASONRY Ph (07) 5443 7777 Fax (07) 5443 7577
Approved:
BLOCK WALL KEVIN COVEY
CHRIS CAMP
BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
BEng(Hons), MIEAust, RPEQ4944
MOVEMENT JOINT Checked : MC Design : SC Drawn : MS
SCALE A1 - 1:10 Scales : AS SHOWN
SCALE A3 - 1:20
Document Stage : CONSTRUCTION
Project : 223315 Sheet No. S2.02
Digital Ref : 223315 - STRUC Issue : 1
This document is copyright and shall not be copied without written
approval, nor shall it be used except for the development and the
site specified.
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Page 7
ANY EXTERNAL TIMBER TO BE ABOVE GROUND
CLASS 1 DURABILITY OR H3 TREATED.
ALL EXTERNAL TIMBER TO BE PAINTED.
ANY EXTERNAL ABOVE GROUND TIMBER MUST BE
SEALED IN ACCORDANCE WITH AS1684 BEFORE IT IS
1
INSTALLED I.E. ALL CUTS, NOTCHES & DRILL HOLES S3.02
MUST BE SEALED BEFORE INSTALLATION TO
MINIMISE THE INGRESS OF MOISTURE.
CUTS TO BE TREATED WITH H3 ENSEAL OR SIMILAR.
IT IS FURTHER RECOMMENDED THAT ONCE SEALED,
MEMBERS SHOULD HAVE A 'MALTHOID' COVER STRIP
(OR SIMILAR) APPLIED TO ALL TOP EDGES OF DECK
JOISTS & DECK BEARERS TO AGAIN MINIMISE THE
INGRESS OF MOISTURE.
xC
WHERE SMARTLVL 13 OR SMARTLAM GL17 ARE
USED IN AN LOSP H3 APPLICATION PLEASE REFER
TILLING DESIGN GUIDES FOR INSTALLATION
CONSIDERATIONS & RECOMMENDATIONS.
ALL TIMBER TO BE
xC
TERMITE RESISTANCE A Check all dimensions before commencement of work.
H3 TREATED S3.02 Check Site boundary dimensions from the Title plans.
Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing, the
location, depth and extent of underground or overhead services
EC are to be confirmed and protected on site by the contractor prior
to commencement of works.
xRB
xC
xR1
xR1 1 07.02.2023 FOR CONSTRUCTION MS
RB1
xR1
P1 22.12.2022 PRELIMINARY MS
Issue Date Description By
B Drawing title -
S3.02 EC
ROOF FRAMING PLAN
xC
Project -
PROPOSED DECK
EXTENSION
Client -
xC
Paul Cooper Homes
Site -
24 Attunga Heights,
Noosa Heads
ROOF FRAMING PLAN EXISTING ROOF
EXTERNAL FASTENERS: SCALE A1 - 1:50 TRUSSES OVER
ALL EXTERNAL METAL FASTENERS / BRACKETS INCLUDING SCALE A3 - 1:100 Consulting Civil &
JOIST HANGERS, FRAMING ANCHORS, AND STRAPS WITHIN
2.0Km OF THE COAST LINE TO BE MARINE GRADE (316) Structural Engineers
STAINLESS STEEL. FOR STEP SIZES, FALLS IN SLAB & DOOR THRESHOLD
DETAILS REFER TO ARCHITECT'S DRAWINGS
Project Management
ASSOCIATES PTY LTD
& Planning
PRIOR TO COMMENCEMENT OF WORKS, ALL 124 DUPORTH AVENUE
STRUCTURAL MEMBERS TO BE FULLY PROPPED AND NOTES AND LEGEND
PO BOX 16 MAROOCHYDORE QLD 4558
BRACED BEFORE REMOVAL OF SUPPORTING WALLS FOR GENERAL NOTES REFER DWG S0.01 & S0.02
E-MAIL: [email protected]
AND COLUMNS.
Ph (07) 5443 7777 Fax (07) 5443 7577
RAFTERS:
Approved:
xR1 - EXISTING TIMBER RAFTERS @ 900ctrs
ROOF BEAMS: KEVIN COVEY BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
RB1 - 310UB 40 STEEL ROOF BEAM CHRIS CAMP BEng(Hons), MIEAust, RPEQ4944
xRB - EXISTING TIMBER ROOF BEAM
Checked : MC Design : SC Drawn : MS
POSTS:
C1 - 89 x 89 x 3.5 SHS COLUMN (Galv.) Scales : AS SHOWN
xC - EXISTING HDWD COLUMN
WALL LEGEND Document Stage : CONSTRUCTION
CLEATS:
EXISTING INTERNAL STUD FRAMING UNDER EC - DENOTES ELONGATED CLEATS AT THIRD Project : 223315 Sheet No. S3.01
POINTS, REFER SECTION.
EXISTING REINFORCED MASONRY WALLS UNDER. Digital Ref : 223315 - STRUC Issue : 1
This document is copyright and shall not be copied without written
approval, nor shall it be used except for the development and the
site specified.
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Page 8
EXISTING RAFTERS
8mm WEB STIFFENER TO HAVE DOUBLE EXISTING RAFTERS EXISTING RAFTERS
FRAMING ANCHORS. 600
EITHER SIDE OF WEB
5.0 C.F.W. EXISTING RAFTERS
TO HAVE DOUBLE
EXISTING POLE FRAMING ANCHORS.
PLATE TO BE BOLTED
TO NEW STEEL ROOF
BEAM, M12-600 400
BEARING
EXISTING POLE ELONGATED 8mm THK
WALL PLATE TO BE BOLTED 8mm THK WEB CLEAT @ THIRD POINTS.
REINFORCEMENT TO NEW STEEL ROOF STIFFENERS 4/M12 BOLTS.
RB1-UB AS SPECIFIED BEAM, M12-600
RB1-UB RB1-UB
40Mpa NON
SHRINK GROUT
4/M16 BOLTS WITH LEVELING
NUTS. 400mm CAST IN BOLT
WITH 50 COG
SECTION A SECTION B
SCALE A1 - 1:10 S3.01 SCALE A1 - 1:10 S3.01
EXISTING 190 BLOCK Check all dimensions before commencement of work.
SCALE A3 - 1:20 SCALE A3 - 1:20
WORK TO BE CORE Check Site boundary dimensions from the Title plans.
2/N12 VERTICAL BAR FILLED AND REINFORCED. Check Building Boundary clearances by set out.
PLACED AT OPENING. N12-400 VERTICAL BARS Notwithstanding the information supplied on this drawing, the
EXISTING UPPER
(one each pot) location, depth and extent of underground or overhead services
FLOOR LEVEL
are to be confirmed and protected on site by the contractor prior
to commencement of works.
1 07.02.2023 FOR CONSTRUCTION MS
P1 22.12.2022 PRELIMINARY MS
Issue Date Description By
Drawing title -
EPOXY GROUTED SPECIFICATIONS:
ALL BOLTS AND DOWEL BARS TO BE GROUTED IN USING ROOF FRAMING DETAILS
RAMSET CHEMSET REO 502 PLUS AND INSTALLED AS
N12
N12
N12
PER MANUFACTURERS SPECIFICATION.
Project -
PROPOSED DECK
DOWN STAIRS EXISTING 190 BLOCK
WORK TO BE CORE
EXTENSION
DOOR OPENING
FILLED AND REINFORCED.
N12-400 VERTICAL BARS
Client -
Paul Cooper Homes
CUT FRONT FACE OF
BTM COURSES FOR
ANCHORING ACCESS.
Site -
2N12 x 500(L) STARTER BARS
EPOXY GROUTED 100mm INTO 24 Attunga Heights,
EXISTING SLAB
Noosa Heads
LAP
400
EXISTING LOWER
FLOOR LEVEL
Consulting Civil &
EMB'T
Min.
100
Structural Engineers
Project Management
ASSOCIATES PTY LTD
& Planning
UB / BLOCK WORK CONNECTION 124 DUPORTH AVENUE
PO BOX 16 MAROOCHYDORE QLD 4558
E-MAIL: [email protected]
DETAIL 1 Ph (07) 5443 7777 Fax (07) 5443 7577
SCALE A1 - 1:10 Approved:
S3.01
SCALE A3 - 1:20
KEVIN COVEY BEng, CPEng, MIEAust, MSPEPNG, RPEQ1823
CHRIS CAMP BEng(Hons), MIEAust, RPEQ4944
Checked : MC Design : SC Drawn : MS
Scales : AS SHOWN
Document Stage : CONSTRUCTION
Project : 223315 Sheet No. S3.02
Digital Ref : 223315 - STRUC Issue : 1
This document is copyright and shall not be copied without written
approval, nor shall it be used except for the development and the
site specified.
c:\12dS\data\12DSERVER\223315_2620\DWG Covey\Struc\Uncontrolled\223315 - STRUC.dwg Plot 08 Feb, 2023 - 08:34
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