3913-SE-2013
1
A C F J M L 1 2 5 7 8 2A 5A A1 A3 B D E G H K 3 4 6 A4 B1 B2 4A A2 7 8 FB1 FB1 FB1 FB3 FB3 FB3 FB3 FB3 FB3 FB3 FB3 FB3 FB3 FB3 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB3 1.) ALL INTERNAL FOOTINGS 'FB2' (U.N.O.) 2.) CONCRETE F'c=32 MPa 3.) REFER TO STEEL FRAMING PLANS FOR COLUMN & BASE PLATE LOCATIONS. SL92 TOP, 30 COVER 130 150 SL92 TOP, 30 COVER SL92 TOP, 30 COVER FB3 FB3 WASHDOWN AREA SETDOWN. 1:80 GRADE TO PIT. REFER TO HYDRAULIC DRAWINGS FOR CONFIRMATION OF EXTENT & LOCATION. MAINTAIN SLAB THICKNESS & REINFORCEMENT COVER THROUGHOUT. EXISTING SERVICES PIPE. (C.O.S.) EXISTING SERVICES PIPE. (C.O.S.) CJ CJ CJ CJ CJ PROVIDE 15mm LIP / REBATE FOR ROLLER DOOR OPENING AND LOCALLY RAMP SLAB UP TO ROLLER DOOR. (TYPICAL TO ALL ROLLER DOOR LOCATIONS.) P1 P1 P1 P1 CONFIRM LOCATION & TYPE OF HOIST WITH SCHOOL & PROVIDE PAD TO SUIT. FB1 VERANDAH SLAB SET DOWN. REFER TO ARCHITECTURAL AND CIVIL DRAWINGS FOR LEVELS AND DETAILS. BROOM FINISH. 150 LOCALLY RAMP UP TO DOOR. (TYPICAL TO ALL DOOR LOCATIONS.) FB1 NOTES: Department of Planning, Transport and Infrastructure A A A L I T S U R T H O S U Government of South Australia A.C.N. 089 954 549 60-70 Queen Street Adelaide SA 5000 Australia T: +61 8 8227 1544 F: +61 8 8227 1488 [email protected] http://www.meinhardtgroup.com © Copyright Meinhardt Australia Pty Ltd FOOTING AND CONTROL JOINT PLAN SCALE 1:100 FOOTING SCHEDULE MARK SIZE (W x D) REINFORCEMENT FB1 300 W x 600 D 3-N16 BARS TOP & BTM, W8-800 LIGATURES FB2 300 W x 600 D 3-N16 BARS TOP & BTM, W8-800 LIGATURES FB3 300 W x 600 D 3-N16 BARS TOP & BTM, W8-800 LIGATURES P1 600 Sq x 300 D SLAB THICKENING FOR VEHICLE HOIST. SL92 MESH BOTTOM. LEGEND DENOTES 2-N16 CRACK CONTROL BARS x 2000 LONG, TIED TO UNDERSIDE OF MESH. 130 DENOTES SLAB THICKNESS. SL92 TOP, 30 COVER DENOTES SLAB REINFORCEMENT AND COVER. DENOTES STEP IN FOOTING BEAM. REFER TO DETAIL ON S101. 2000 1000 0 6000 4000 SCALE (mm) 1:100 DENOTES BACK-HOE PIER x 1000 LONG, ON EITHER SIDES OF EXISTING SERVICES PIPE. FOUNDED 150 (MIN) BELOW ADJACENT PIPE. LIGATURES TO BE AT 400 CTS WHERE FOOTING BEAMS SPAN OVER PIPE. CJ DENOTES CONTROL JOINT IN MASONRY VENEER WALL. REFER TO SHEET S101 FOR DETAILS. RAFT FOOTING NOTES 1. FOOTING PLAN TO BE READ IN CONJUNCTION WITH SOIL REPORT FOR GUIDANCE. THE CONTRACTOR SHALL EXAMINE AND COMPLY WITH ALL RECOMMENDATIONS OUTLINED IN THE SOIL REPORT. 2. ALL FOOTING BEAM / PAD SIZES TO BE AS INDICATED ON DRAWING AND FOOTING SCHEDULE. 3. ALL RAFT FOOTINGS AND SLABS ON GROUND SHALL BE FOUNDED IN CERTIFIED CONTROLLED FILL / NATURAL SOIL. 4. FOOTINGS MUST NOT BE FOUNDED IN NON ENGINEERED FILL, SOFTENED OR DISTURBED NATURAL SOILS OR ORGANIC TOPSOIL. WHERE ENCOUNTERED AT FOUNDING LEVEL, EXCAVATIONS MUST BE DEEPENED. 5. BASE COURSE FOR SLAB TO BE 100mm THICK LAYER OF QUARRY RUBBLE OR APPROVED UNDERFLOOR FILL COMPACTED TO 98% MMDD. 6. WHERE VAPOUR BARRIER IS REQUIRED, THE WORKING SURFACE MUST BE FREE OF ANY SHARP AGGREGATE WHICH COULD DAMAGE THE VAPOUR BARRIER, AND BLINDING SAND SHALL BE PROVIDED WHERE NECESSARY. 7. PLACE 0.2mm THICK POLYETHYLENE MEMBRANE ('FORTECON' OR EQUIVALENT) TO UNDERSIDE OF SLAB AND BEAMS. LAP ALL JOINTS BY 300 MINIMUM AND SEAL WITH 50 WIDE TAPE. TAPE ALL PENETRATIONS TO ENSURE MAINTENANCE OF BARRIER. 8. SPLICES AND LAPS IN ALL BARS TO BE 50xDIA UNO ON DESIGN DRAWINGS. 9. SPLICES IN FABRIC TO OVERLAP OF ONE PANEL PLUS 25mm UNO ON DESIGN DRAWINGS 10. ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN ITS CORRECT POSITION DURING CONCRETING BY APPROVED BAR CHAIRS, SPACERS OR SUPPORT BARS. REFER TO ARCHITECTURAL DRAWINGS FOR PRECISE LOCATION AND DEPTH OF FLOOR SLAB SETDOWNS AND REBATES. 11. FORMWORK SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS 3610. ALL WORK AND MATERIALS SHALL COMPLY WITH AS2870 AND AS3798 AND THE STANDARDS REFERENCED THEREIN, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS. 12. ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE MATERIAL AND WATER PRIOR TO AND DURING CONSTRUCTION OF THE FOOTINGS. 13. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE FORMWORK WHERE THE SIDES OF THE FOOTING EXCAVATIONS ARE NOT STABLE. WHERE OVER-EXCAVATION IS REQUIRED IN ORDER TO ACHIEVE THE REQUIRED FOUNDING LEVELS, THE ADDITIONAL EXCAVATION SHALL BE BACKFILLED WITH GRADE N12 MASS CONCRETE. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT FOOTING EXCAVATIONS ARE INSPECTED BY A SUITABLY QUALIFIED ENGINEER IN ORDER TO VERIFY THE ADEQUACY OF THE FOUNDATION BEARING CAPACITY. 15. ALL EXPOSED CONCRETE FACES TO USE CLASS 2C FORMWORK IN ACCORDANCE WITH AS3610.
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Transcript of 3913-SE-2013
A C F J ML
1
2
5
7
8
2A
5A
A1 A3 B D E G H K
3
4
6
A4 B1 B2
4A
A2
78
FB1 FB1 FB1
FB3FB3FB3FB3
FB3
FB3
FB3
FB3
FB3
FB3
FB3
FB1
FB1
FB1
FB1
FB1 FB1
FB1 FB3
1.) ALL INTERNAL FOOTINGS 'FB2' (U.N.O.)2.) CONCRETE F'c=32 MPa3.) REFER TO STEEL FRAMING PLANS FOR COLUMN & BASE PLATE LOCATIONS.
SL92 TOP,30 COVER
130
150
SL92 TOP,30 COVER
SL92 TOP,30 COVER
FB3
FB3
WASHDOWN AREA SETDOWN. 1:80 GRADE TOPIT. REFER TO HYDRAULIC DRAWINGS FORCONFIRMATION OF EXTENT & LOCATION.MAINTAIN SLAB THICKNESS & REINFORCEMENTCOVER THROUGHOUT.
EXISTING SERVICES PIPE.(C.O.S.)
EXISTING SERVICES PIPE.(C.O.S.)
CJ CJ
CJ
CJ
CJ
PROVIDE 15mm LIP / REBATE FOR ROLLERDOOR OPENING AND LOCALLY RAMP SLABUP TO ROLLER DOOR.(TYPICAL TO ALL ROLLER DOORLOCATIONS.)
P1 P1
P1P1
CONFIRM LOCATION & TYPE OF HOISTWITH SCHOOL & PROVIDE PAD TO SUIT.
FB1
VERANDAH SLAB SET DOWN. REFER TOARCHITECTURAL AND CIVIL DRAWINGSFOR LEVELS AND DETAILS. BROOM FINISH.
150
LOCALLY RAMP UP TO DOOR.(TYPICAL TO ALL DOOR LOCATIONS.)
FB1
NOTES:
Department of Planning,Transport and Infrastructure
A
A
A L
I
TS
U
R
T HOSU Government of South Australia
A.C.N. 089 954 549
60-70 Queen StreetAdelaide SA 5000AustraliaT: +61 8 8227 1544F: +61 8 8227 [email protected]://www.meinhardtgroup.com© Copyright
Meinhardt Australia Pty Ltd
FOOTING AND CONTROL JOINT PLANSCALE 1:100
FOOTING SCHEDULEMARK SIZE (W x D) REINFORCEMENT
FB1 300 W x 600 D 3-N16 BARS TOP & BTM, W8-800 LIGATURES
FB2 300 W x 600 D 3-N16 BARS TOP & BTM, W8-800 LIGATURES
FB3 300 W x 600 D 3-N16 BARS TOP & BTM, W8-800 LIGATURES
P1 600 Sq x 300 D SLAB THICKENING FOR VEHICLE HOIST.SL92 MESH BOTTOM.
LEGEND
DENOTES 2-N16 CRACK CONTROL BARS x 2000 LONG,TIED TO UNDERSIDE OF MESH.
130 DENOTES SLAB THICKNESS.
SL92 TOP,30 COVER
DENOTES SLAB REINFORCEMENT AND COVER.
DENOTES STEP IN FOOTING BEAM. REFER TO DETAILON S101.
200010000 60004000
SCALE (mm) 1:100
DENOTES BACK-HOE PIER x 1000 LONG, ON EITHERSIDES OF EXISTING SERVICES PIPE. FOUNDED 150(MIN) BELOW ADJACENT PIPE. LIGATURES TO BE AT400 CTS WHERE FOOTING BEAMS SPAN OVER PIPE.
CJ DENOTES CONTROL JOINT IN MASONRY VENEERWALL. REFER TO SHEET S101 FOR DETAILS.
RAFT FOOTING NOTES
1. FOOTING PLAN TO BE READ IN CONJUNCTION WITH SOIL REPORT FOR GUIDANCE. THE CONTRACTOR SHALL EXAMINE AND COMPLY WITH ALLRECOMMENDATIONS OUTLINED IN THE SOIL REPORT.
2. ALL FOOTING BEAM / PAD SIZES TO BE AS INDICATED ON DRAWING AND FOOTING SCHEDULE.
3. ALL RAFT FOOTINGS AND SLABS ON GROUND SHALL BE FOUNDED IN CERTIFIED CONTROLLED FILL / NATURAL SOIL.
4. FOOTINGS MUST NOT BE FOUNDED IN NON ENGINEERED FILL, SOFTENED OR DISTURBED NATURAL SOILS OR ORGANIC TOPSOIL. WHERE ENCOUNTERED ATFOUNDING LEVEL, EXCAVATIONS MUST BE DEEPENED.
5. BASE COURSE FOR SLAB TO BE 100mm THICK LAYER OF QUARRY RUBBLE OR APPROVED UNDERFLOOR FILL COMPACTED TO 98% MMDD.
6. WHERE VAPOUR BARRIER IS REQUIRED, THE WORKING SURFACE MUST BE FREE OF ANY SHARP AGGREGATE WHICH COULD DAMAGE THE VAPOUR BARRIER,AND BLINDING SAND SHALL BE PROVIDED WHERE NECESSARY.
7. PLACE 0.2mm THICK POLYETHYLENE MEMBRANE ('FORTECON' OR EQUIVALENT) TO UNDERSIDE OF SLAB AND BEAMS. LAP ALL JOINTS BY 300 MINIMUM ANDSEAL WITH 50 WIDE TAPE. TAPE ALL PENETRATIONS TO ENSURE MAINTENANCE OF BARRIER.
8. SPLICES AND LAPS IN ALL BARS TO BE 50xDIA UNO ON DESIGN DRAWINGS.
9. SPLICES IN FABRIC TO OVERLAP OF ONE PANEL PLUS 25mm UNO ON DESIGN DRAWINGS
10. ALL REINFORCEMENT SHALL BE SECURELY SUPPORTED IN ITS CORRECT POSITION DURING CONCRETING BY APPROVED BAR CHAIRS, SPACERS OR SUPPORTBARS. REFER TO ARCHITECTURAL DRAWINGS FOR PRECISE LOCATION AND DEPTH OF FLOOR SLAB SETDOWNS AND REBATES.
11. FORMWORK SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS 3610. ALL WORK AND MATERIALS SHALL COMPLY WITH AS2870 AND AS3798 ANDTHE STANDARDS REFERENCED THEREIN, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.
12. ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE MATERIAL AND WATER PRIOR TO AND DURING CONSTRUCTION OF THE FOOTINGS.
13. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE FORMWORK WHERE THE SIDES OF THE FOOTING EXCAVATIONS ARE NOT STABLE. WHEREOVER-EXCAVATION IS REQUIRED IN ORDER TO ACHIEVE THE REQUIRED FOUNDING LEVELS, THE ADDITIONAL EXCAVATION SHALL BE BACKFILLED WITH GRADEN12 MASS CONCRETE.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT FOOTING EXCAVATIONS ARE INSPECTED BY A SUITABLY QUALIFIED ENGINEER IN ORDER TOVERIFY THE ADEQUACY OF THE FOUNDATION BEARING CAPACITY.
15. ALL EXPOSED CONCRETE FACES TO USE CLASS 2C FORMWORK IN ACCORDANCE WITH AS3610.
