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Appendix E - Structural Engineering Drawings (Issue 1 - Dated 07-02-2023) · EXE23/0035
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
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