5
PROPOSED PEDESTRIAN STAIRS NORMAN AVENUE SHOPS, FRANKSTON LOCALITY PLAN N.T.S PROPOSED STAIRS COVER (mm) AS 3600 F'C ELEMENT SPECIAL REQUIREMENTS ADMIXTURE TOP BTM. SIDE FOOTINGS/STAIRS N32 - NIL 40 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600. CONCRETE QUALITY U.N.O.: CEMENT SHALL BE TYPE 'A' NORMAL CLASS PORTLAND CEMENT. CONCRETE SHALL HAVE 80 mm SLUMP DURING PLACEMENT. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20 mm. 3. SIZES OF CONCRETE DO NOT INCLUDE THICKNESS OF APPLIED FINISHES. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED TO THE APPROVAL OF THE SUPERINTENDENT. NO HOLES OR CHASES OTHER THAN THAT SHOWN ON THE STRUCTURAL DRAWING SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIOR APPROVAL OF THE SUPERINTENDENT. PIPES OR CONDUITS SHALL NOT BE PLACED WITHIN THE CONCRETE COVER TO REINFORCEMENT WITHOUT THE APPROVAL OF THE SUPERINTENDENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS BEFORE REINFORCEMENT IS COMPLETED. THE CONTRACTOR SHALL ALLOW AFTER COMPLETION OF THE REINFORCEMENT, TWO HOURS FOR THE ENGINEERS INSPECTION. CONCRETE SHALL NOT BE ORDERED UNTIL REINFORCEMENT IS APPROVED BY THE SUPERINTENDENT. CONCRETE CURING AND STRIPPING TO BE IN ACCORDANCE WITH THE RELEVANT S.A.A. CODES. ALL CONCRETE SURFACES ARE TO BE CURED FOR SEVEN (7) DAYS AFTER CASTING USING A CURING COMPOUND THAT CONFORMS TO THE RELEVANT AUSTRALIAN STANDARDS AND IS COMPATIBLE WITH THE SPECIFIED FINISHES. REINFORCEMENT SYMBOLS: R - DENOTES 250R HOT ROLLED PLAIN BAR TO AS1303. F - DENOTES HARD-DRAWN RIBBED WIRE FABRIC TO AS1304. N - DENOTES GRADE 500N HOT ROLLED DEFORMED BAR TO AS4671 (DRAFT). (AS4671 WILL AMALGAMATE AS1302, AS1303 & AS1304 INTO A SINGLE STANDARD) THE NUMBER PRECEDING THE BAR SYMBOL DENOTES THE NUMBER OF BARS IN THE GROUP AND THE NUMBER FOLLOWING THE BAR SYMBOL DENOTES THE BAR DIAMETER. ALTERNATIVELY, THE NUMBER FOLLOWING THE BAR DIAMETER DENOTES THE MAXIMUM CENTRES. CLEAR CONCRETE COVER TO REINFORCEMENT SHALL BE AS INDICATED. CONCRETE TESTING AS PER REQUIREMENTS OF AS 3600 ARE TO BE CARRIED OUT AND THE RESULTS OF THE 7 DAY AND 28 DAY TEST ARE TO BE FORWARDED TO THE ENGINEER FOR REVIEW. UNLESS NOTED OTHERWISE, ALL FORMED EDGES AND CORNERS OF CONCRETE MEMBERS SHALL HAVE 20mm CHAMFERS. EXACT SIZE AND LOCATION OF PENETRATIONS ARE TO BE OBTAINED FROM WORKSHOP DRAWINGS PRIOR TO SCHEDULING OF REINFORCEMENT, AND ARE NOT TO EXCEED DIMENSIONS WHERE SHOWN ON STRUCTURAL DRAWINGS. CONDUITS CAST INTO CONCRETE MEMBERS SHALL BE SPACED AT MAXIMUM DISTANCE POSSIBLE AND UNDER NO CIRCUMSTANCES CLOSER THAN A CLEAR SPACING OF TWICE THE LARGER CONDUIT DIAMETER FROM PARALLEL REINFORCEMENT OR ANY OTHER CONDUIT. ALL FORMWORK SHALL CONFORM TO AS3610. RESHORING IS NOT PERMITTED. ALL REINFORCEMENT TO BE IN ACCORDANCE WITH AS1302, AS1303 AND AS1304. REINFORCEMENT LAPS SHALL BE 40 BAR DIAMETERS U.N.O. 19. 1. 2. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 40 40 CLASS 2 FORMWORK SHALL BE USED FOR ALL EXPOSED CONCRETE. 18. THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS UNLESS NOTED OTHERWISE : 1. ACTIVITY/OCCUPANCY LIVE LOAD HANDRAILS 0.75 kN/m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etc. MUST BE APPROVED BY THE SUPERINTENDENT PRIOR TO THEIR USE. THE SUPERINTENDENT MAY REQUEST CALCULATIONS AND / OR CERTIFICATION OF ELEMENTS DESIGNED BY MANUFACTURERS OR SUPPLIERS. THESE MUST BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN THESE NOTES AND THE DRAWINGS SHALL BE RESOLVED BY THE SUPERINTENDENT PRIOR TO PROCEEDING WITH CONSTRUCTION. IT IS THE BUILDERS RESPONSIBILITY TO PROVIDE AND INSTALL TEMPORARY PROPPING AND BRACING DURING BUILDING CONSTRUCTION. MESH LAPS SHALL BE : 420mm ( 3 CROSS WIRES + 20mm) 20. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4100, AS1554, AS1163 AND AS3679. UNLESS OTHERWISE SHOWN, STEEL QUALITY SHALL CONFORM WITH THE FOLLOWING AUSTRALIAN STANDARDS: STEEL PLATES AND SECTIONS - AS3679 GRADE 300 RECTANGULAR HOLLOW SECTIONS - AS1163 GRADE C350LO CIRCULAR HOLLOW SECTIONS - AS1163 GRADE C350LO SQUARE HOLLOW SECTIONS - AS1163 GRADE C350LO STAINLESS STEEL SHALL BE GRADE 316 UNLESS OTHERWISE SHOWN, ALL INTERFACES BETWEEN STEELWORK SHALL BE EITHER BOLTED OR CONTINUOUSLY WELDED. ALL WELDS NOT SPECIFIED SHALL BE 6mm WELDS ON BOTH SIDES. BOLT DESIGNATION - EXAMPLE 4/M20 8.8/S NUMBER OF BOLTS - 4 SIZE - M20 - 20mm DIA. GRADE - 8.8 - HIGH STRENGTH TIGHTENING - S - SNUG TIGHTENED THE CONTRACTOR SHALL PROVIDE ALL CLEATS AND HOLES WHETHER OR NOT SHOWN FOR FIXING NON-STRUCTURAL ELEMENTS TO STEELWORK. EXTERNAL STRUCTURAL STEELWORK SHALL BE PAINTED AS NOTED TO MATCH EXISTING ALL SHARP EDGED AND BURRS TO BE REMOVED FROM STEELWORK. BEFORE FABRICATION IS COMMENCED THE CONTRACTOR SHALL SUBMIT 3 COPIES OF THE WORKSHOP DRAWINGS TO THE ENGINEER FOR REVIEW. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN STABILITY OF THE STRUCTURE DURING CONSTRUCTION. RETAIN THE SERVICES OF AND PAY ALL COSTS FOR AN APPROVED STEEL FABRICATION INSPECTION SERVICE TO: CONDUCT ALL NECESSARY INSPECTIONS OF STEEL FABRICATION AND ERECTION TO ENSURE THAT ALL WORKMANSHIP COMPLIES WITH THIS SPECIFICATION, WITH PARTICULAR ATTENTION TO: (1) TESTING AND APPROVAL OF WELDING PROCEDURES AND OPERATORS, (2) PREPARATION AND FIT UP OF JOINTS, (3) QUALITY, SIZE AND LENGTHS OF WELDS, (4) PREPARATION FOR SHOP PAINTING, (5) SHOP PAINTING, (6) HIGH STRENGTH BOLTING TECHNIQUE, (7) ERECTION PROCEDURES. SUBMIT REPORTS TO THE SUPERINTENDENT, WITH COPIES TO THE CONTRACTOR AND THE STRUCTURAL STEEL WORK CONTRACTOR, DETAILING PROGRESS OF THE WORK WHILE FABRICATION AND/OR ERECTION IS TAKING PLACE. ON COMPLETION OF FABRICATION AND ERECTION, ISSUE THE SUPERINTENDENT WITH A CERTIFICATE STATING THAT ALL WORKMANSHIP COMPLIES WITH THE SPECIFICATION. SHOP DRAWINGS ARE TO BE SUBMITTED IN PDF FORMAT BASED ON A3 DRAWING SIZE. THE 3D MODEL IS ALSO TO BE SUBMITTED IN TEKLA COMPATIBLE FORMAT. THE MODEL IS TO CONTAIN ALL RELEVANT INFORMATION INCLUDING MEMBER MARKING, MEMBER SIZE, TYPE AND MEMBER DIMENSIONS. AT LEAST SEVEN WORKING DAYS PRIOR TO THE ANTICIPATED COMMENCEMENT OF FABRICATION, SUBMIT SHOP DRAWINGS TOTHE SUPERINTENDENT FOR REVIEW. THIS REVIEW IN NO WAY EXEMPTS THE CONTRACTOR FROM RESPONSIBILITY FOR WORK SHOWN ON THE DRAWINGS, AND THE CONTRACTOR REMAINS FULLY RESPONSIBLE FOR ALL DIMENSIONS AND AGREEMENT WITH THE CONTRACT. SHOP DRAWINGS SHALL BE THOROUGHLY CHECKED BY THE CONTRACTOR FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONTRACT DOCUMENT BEFORE SUBMITTING THEM TO LAMBERT AND REHBEIN. DO NOT COMMENCE FABRICATION OF STEELWORK UNTIL THE RELEVANT SHOP DRAWING HAS BEEN STAMPED "FABRICATION MAY PROCEED" BY LAMBERT AND REHBEIN. ALL BOLTS, NUTS AND WASHERS, INCLUDING H.D. BOLTS ARE TO BE HOT DIP GALVANISED. ALL CAST-IN FERRULES AND MASONRY ANCHORS ARE TO BE PASIVATED ZINC COATED. ALL STEELWORK SHALL BE SECURELY AND TEMPORARILY BRACED AS NECESSARY TO STABILIZE THE STRUCTURE DURING ERECTION. ALL CLEATS AND DRILLING FOR FIXING OF ARCHITECTURAL ELEMENTS, SUCH AS TIMBER FRAMING, BY THE FABRICATOR. THE STRUCTURAL DRAWINGS ARE DEEMED TO PROVIDE FOR ALL NECESSARY FLASHINGS, SUPPORTS FOR WALL AND ROOF SHEETING AT JUNCTIONS ETC. SHALL BE PROVIDED TRIMMERS, CLEATS AND OTHER ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SHALL BE MAJOR STRUCTURAL STEELWORK AND CONNECTIONS. MINOR NON-STRUCTURAL ITEMS SUCH AS ALLOWED FOR BY THE CONTRACTOR IN HIS TENDER PRICE, AND DETAILED AT THE SHOP DRAWING STAGE IF REQUIRED. 1. ALL WELDS SHALL BE CATEGORY SP IN ACCORDANCE WITH AS 1554 UNLESS NOTED OTHERWISE. ALL WELDING SHALL COMPLY WITH AS 1554 AND AS 4100. 2. BEFORE COMMENCING FABRICATION SUBMIT DETAILS OF PROPOSED WELDING PROCEDURES USING THE FORM IN APPENDIX E OF AS 1554.1. 3. DO NOT COMMENCE FABRICATION UNTIL WELDING PROCEDURES HAVE BEEN ACCEPTED. 4. OTHER THAN SITE WELDS, IF ANY, SHOWN ON THE SHOP DRAWINGS, DO NOT WELD ON SITE WITHOUT PRIOR APPROVAL FROM THE SUPERINTENDED. WHEREVER POSSIBLE, LOCATE SITE WELDS IN POSITIONS FOR DOWN HAND WELDING. 5. ALL BUTT WELDS, EXCEPT WHEN PRODUCED WITH THE AID OF BACKING MATERIAL, SHALL HAVE THE ROOT OR INITIAL LAYER GOUGED OR CHIPPED OUT ON THE BACK SIDE BEFORE WELDING IS STARTED FROM THAT SIDE. BUTT WELDS MADE WITH THE USE OF A BACKING STRIP SHALL HAVE THE WELD METAL FUSED WITH THE BACKING STRIP. ENDS OF BUTTS SHALL HAVE THE START AND STOP ZONES REMOVED BY THE USE OF RUN ON AND RUN OFF PLATES. SUCH PLATES SHALL BE REMOVED AFTER USE. 6. WELDING SHALL BE CARRIED OUT UNDER THE IMMEDIATE AND CONTINUOUS SUPERVISION OF A SUPERVISOR EMPLOYED BY THE FABRICATOR. THIS PERSON SHALL HAVE QUALIFICATIONS AS DESCRIBED IN AS 1554 SECTION 4.11 AND THESE QUALIFICATIONS SHALL BE SUBMITTED TO THE SUPERINTENDENT ON REQUEST. 7. WELDING SHALL BE PERFORMED ONLY BY WELDERS WITH QUALIFICATIONS AS DESCRIBED IN AS 1554 SECTION 4.11. 8. WHERE NDT IS SPECIFIED FOR INDIVIDUAL WELDS ON THE DRAWINGS, IT SHALL MEAN NON- DESTRUCTIVE TEST BY EITHER RADIOGRAPHIC OR ULTRASONIC MEANS. 9. THE WELD EXAMINATION SHALL BE PERFORMED BY AN INDEPENDENT TESTING AUTHORITY AT THE CONTRACTORS EXPENSE. THE TEST REPORTS SHALL BE SUBMITTED TO THE SUPERINTENDENT. 10. AFTER REPAIRING A FAULTY WELD REVEALED BY NON -DESTRUCTIVE EXAMINATION, REPEAT THE SPECIFIED EXAMINATION AND FURNISH THE TESTING AUTHORITY'S REPORT TO THE SUPERINTENDENT. CHAIR UP ALL REINFORCING AT 800mm (MAXIMUM) CENTRES TO ENSURE CORRECT COVERS DURING CONCRETE POUR. REINFORCEMENT IS SHOWN DIAGRAMMATICALLY AND NOT NECESSARILY SHOWN IN TRUE PROJECTION. SLAB REINFORCEMENT SHALL EXTEND AT LEAST 12 BAR DIAMETERS ONTO MASONRY SUPPORT WALLS UNLESS NOTED OTHERWISE. DO NOT CUT REINFORCEMENT ON SITE TO CLEAR PENETRATIONS. DISPLACE REINFORCEMENT SLIGHTLY AS NECESSARY TO CLEAR BLOCKOUTS. WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SHOWN ON THE STRUCTURAL DRAWINGS. ALL OPENINGS AND RE-ENTRANT ANGLES IN THE CONCRETE SHALL HAVE 2/N16 x 1500 LONG TIED TO UNDERSIDE OF SLAB TOP REINFORCEMENT. SPLICES IN REINFORCEMENT SHALL BE KEPT TO A MINIMUM AND ACHIEVE THE MINIMUM LENGTH AS SPECIFIED. TOP BARS ARE TO BE SPLICED AT MIDSPAN AND BOTTOM BARS ARE TO BE SPLICED AT SUPPORTS. 24. 25. 26. 27. 30. 28. 29. THE FOLLOWING ABBREVIATIONS APPLY TO THE LOCATION OF REINFORCEMENT: 22. E.W. - EACH WAY E.F. - EACH FACE BTM. - BOTTOM TOP - TOP TRENCH MESH LAPS SHALL BE 500 MIN. U.N.O. 21. ALL REINFORCEMENT BENDS, HOOKS AND COGS SHALL COMPLY WITH AS3600. 23. TACTILE TILES SHALL BE IN ACCORDANCE WITH AS 1428.1. TACTILES SHALL BE SH20P STAINLESS STEEL (TREDFX) TGSI INDIVIDUAL TACTILES INSTALLED TO MANUFACTURER'S SPECIFICATION AND TO AS1428.1.

NORMAN AVENUE SHOPS, FRANKSTON PROPOSED … · destructive test by either radiographic or ultrasonic means. 9. the weld examination shall be performed by an independent testing authority

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Page 1: NORMAN AVENUE SHOPS, FRANKSTON PROPOSED … · destructive test by either radiographic or ultrasonic means. 9. the weld examination shall be performed by an independent testing authority

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Page 2: NORMAN AVENUE SHOPS, FRANKSTON PROPOSED … · destructive test by either radiographic or ultrasonic means. 9. the weld examination shall be performed by an independent testing authority

IMA

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Page 3: NORMAN AVENUE SHOPS, FRANKSTON PROPOSED … · destructive test by either radiographic or ultrasonic means. 9. the weld examination shall be performed by an independent testing authority

SE

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Page 4: NORMAN AVENUE SHOPS, FRANKSTON PROPOSED … · destructive test by either radiographic or ultrasonic means. 9. the weld examination shall be performed by an independent testing authority

1400 NOMINAL

(CONFIRM ON SITE)

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Page 5: NORMAN AVENUE SHOPS, FRANKSTON PROPOSED … · destructive test by either radiographic or ultrasonic means. 9. the weld examination shall be performed by an independent testing authority

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