Council archive · source document
Appendix 3- Engineering Drawings · MCU17/0027
Attached to the e-mail Engineering plans, Landscape Plan and Response to Code (Email 2 of 2) MCU17/0027 & OPW17/0119.
CONCRETE NOTES:
C1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
THE RELEVANT CURRENT AUSTRALIAN STANDARD CODES (AS3600, AS2870 & AS1379), BUILDING
BY-LAWS AND THE ORDINANCES OF THE RELEVANT LOCAL AUTHORITY
C2. CONCRETE SPECIFICATION GRANT STREET
MAX. MAX. MIN. RETAINING WALL
RW2 AS DETAILED.
ELEMENT GRADE SLUMP AGGREGATE COVER
(mm) SIZE (mm) (mm) 320° 59' 40" RW2 140° 59' 40" 142° 55' 20"
RW2
RW2
14.392 m 13.827 m 4.975 m
BLOCK CORE FILL N20 230 6 55 0"
05' 3
300° RW2 RW2
C3. WHERE FLOOR SLABS ARE TO BE TILED, THE FOLLOWING RECOMMENDATIONS ARE MADE, IN 22 m
ORDER TO MINIMIZE THE THE EFFECTS OF SHRINKAGE:- 10.2 RW2
- PROVISION OF SL92 SLAB MESH (OR EQUIVALENT) RW
- PLACEMENT OF TILES SHOULD BE DELAYED FOR AS LONG AS POSSIBLE (PREFERABLY 3 2 RW1 RW1 1
RW RW1
MONTHS OR MORE)
0"
- USE OF ELASTIC TILE ADHESIVES AND PROVISION OF FLEXIBLE JOINTS BETWEEN TILES. 1 '2
C4. ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY, IN 7°2 m
27 31 1
STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS1012. 6.9 RW
THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
OF THE MANUFACTURERS QUALITY ASSURANCE PROGRAM.
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY 2
RW RETAINING WALL
RW1
GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
.0m
2
20
RW
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH RW1 AS DETAILED.
GRADE CAST ON ANY GIVEN DAY .5m
- A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50M³ OR PART THEREOF
19
CAST ON ANY GIVEN DAY FOR EACH STRENGTH GRADE. .0m
19
RW3
C5. SLABS TO BE CURED AND KEPT MOIST FOR 7 DAYS (MINIMUM) RETAINING WALL
C6. NO CONCRETE TO BE POURED WHEN SITE TEMPERATURE EXCEEDS 35° C OR FALLS BELOW 5°C m RW3 AS DETAILED.
1 8.5
C7. CONSTRUCTIONS JOINTS OR POUR BREAKS WHERE NOT SHOWN ON THE APPROVED PLANS OR
.0m
2
DETAILS SHALL BE LOCATED AND FORMED TO THE APPROVAL OF THE ENGINEER.
RW
18
C8. NO PENETRATIONS, RECESSES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL
DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE APPROVAL OF THE
232° 55' 20"
.5m
33.711 m
ENGINEER. 17
C9. AT PENETRATIONS IN SLABS, UNLESS OTHERWISE DETAILED, REINFORCEMENT MUST NOT BE
RW3
CUT BUT SHALL BE GATHERED EQUALLY TO EACH SIDE OF THE PENETRATIONS AND EXTRA .0m
17
REINFORCEMENT PROVIDED BETWEEN THE PENETRATIONS AS DIRECTED BY THE ENGINEER.
WHERE MORE THAN ONE (1) PARALLEL SLAB MESH WIRE IS CUT, PROVIDE 1/N12 (1200 LONG)
.5m
TRIMMER BAR EACH SIDE OF PENETRATION. 16
RETAINING WALL
BLOCK MASONRY WALL SPECIFICATION: REINFORCEMENT NOTES: RW RW5 AS DETAILED.
M1. ALL CONCRETE BLOCK MASONRY WORK IS TO BE EXECUTED IN ACCORDANCE WITH THE CURRENT R1. ALL STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE 3
EDITION OF: REQUIREMENTS OF THE RELEVANT CURRENT AUSTRALIAN
AS 3700 - SAA MASONRY CODE STANDARD CODES (AS3600 & AS4671).
AS 2733 - CONCRETE MASONRY UNITS R2. REINFORCEMENT IS PRESENTED DIAGRAMMATICALLY. IT IS NOT
AS 3600 - CONCRETE STRUCTURES NECESSARILY SHOWN IN TRUE PROJECTION.
18
8°
AS 123 - MORTAR & MASONRY CONSTRUCTION R3. PROVIDE THE ENGINEER WITH 48 HOURS NOTICE OF
40
39
5
RW
RW
AS 2699 - MASONRY WALL TIES
'2
REINFORCEMENT BEING READY FOR INSPECTION.
.90
RW4
0"
5
7m
AS 2975 - MASONRY CONSTRUCTION ACCESSORIES. R4. NO CONCRETE IS TO BE POURED WITHOUT THE PRIOR
M2. 'CLEAN OUT' BLOCKS TO BE USED AT FIRST COURSE ABOVE EACH FLOOR AND ALL MORTAR TO BE APPROVAL OF THE ENGINEER.
REMOVED FROM CORES PRIOR TO CONCRETE FILLING. R5. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE
M3. CONCRETE MIX USED TO FILL CAVITY TO HAVE CHARACTERISTIC COMPRESSIVE STRENGTH OF 20MPa POSITIONS SHOWN. WHERE NOT SPECIFIED, LAPS SHALL BE IN
(F'C), MAXIMUM SLUMP 230mm, MAXIMUM AGGREGATE SIZE 6mm (MAXIMUM 6 COURSE HEIGHT PLACED ACCORDANCE WITH AS3600 AND NOT LESS THAN: N12 - 400, N16 -
4 RETAINING WALL
AT ONE TIME). 500, N20 - 650, N24 -800, N28 - 1100, N32 - 1400, N36 - 1700. RW
M4. BLOCKWORK MUST NOT BE BUILT ON CONCRETE SLABS OR BEAMS UNTIL FORMWORK SUPPORTING R6. WELDING OF REINFORCEMENT WILL NOT BE PERMITTED. INDICATES APPROX. RW4 AS DETAILED.
SAME HAS BEEN REMOVED. R7. REINFORCEMENT MUST NOT BE CONTINUOUS THROUGH LOCATION OF DRAINAGE
M5. MORTAR TO BE MIXED IN THE PROPORTION OF 1: 0.5: 4.5 CEMENT: HYDRATED LIME: SAND CONSTRUCTION JOINTS. PIT TO BE REMOVED.
(OR EQUIVALENT CEMENT - SAND MORTAR PLASTICISER) AND MORTAR COMPRESSIVE STRENGTH AT R8.
142° 55' 20" 322° 55' 20"
SPACEMENT OF SUFFICIENT "STOOLS" UNDER MAIN BOTTOM
28 DAYS TO BE 20MPa MINIMUM. REINFORCEMENT BAR AND TOP CROSS BAR IN SLABS TO ALLOW 4 1.786 m
RW 13.695 m
M6. CHARACTERISTIC COMPRESSIVE STRENGTH OF BLOCK F'UC = 15MPa U.N.O. ADEQUATE SUPPORT IN CORRECT POSITION DURING CONCRETING
SCREW PIERS 1200 CLEAR INDICATES APPROX.
"
M7. COVER TO REINFORCEMENT 20mm MIN. FROM INSIDE FACE OF BLOCK UNLESS OTHERWISE DETAILED, (BUT NOT GENERALLY GREATER THAN 900mm SPACINGS). SUPPLY
50
OF SEWER FOUND 300 MIN
6'
NOTED OR SPECIFIED. AND LAY STEEL FABRIC IN FLAT SHEETS AT SPLICES. PROVIDE 225 LINE OF SEWER MAIN.
°5
8m
BELOW INVERT.
93
M8. PROVIDE STARTER BARS TO MATCH VERTICAL REINFORCEMENT 700 X 400 LEG UNLESS OTHERWISE MINIMUM OVERLAP OF TRANSVERSE WIRES TO ALL EDGES OF
6.2
DETAILED, NOTED OR SPECIFIED. SLAB FABRIC LAPS. (IE TWO WIRES OF EACH SHEET OVERLAPPING INDICATES APPROX. MANHOLE, ISOLATE
M9. PROVIDE TIE BARS TO MATCH VERTICAL REINFORCEMENT. PLUS 25mm) PROVIDE 'L' BARS TO ALL BEAM CORNERS AND RW4 FOOTING WITH 10mm ABLEFLEX.
M10. PROVIDE 290D BOND BEAM ABOVE AND BELOW ALL OPENINGS REINFORCED WITH 2-N12 HORIZONTAL INTERSECTIONS. 500 MINIMUM LAPS.
WHERE SILL OR LINTEL REINFORCEMENT IS NOT NOMINATED. REINFORCEMENT SYMBOLS: INDICATES APPROX. DRAINAGE PIT.
M11. PROVIDE VERTICAL CONSTRUCTION JOINTS AT 6000 MAX CRS TO THE APPROVAL OF THE N GRADE 500 MPa DEFORMED BAR
SUPERINTENDENT UNLESS OTHERWISE DETAILED, NOTED OR SPECIFIED. VERTICAL CONSTRUCTION SL GRADE 500 MPa DEFORMED SLAB MESH
JOINTS ARE NOT REQUIRED IF THE SPECIFIED BOND BEAM IS CONTINUOUS OVER WITH VERTICAL WALL
STEEL CORE FILLED IN REINFORCED BOND BEAM AND CORES ONLY.
Y GRADE 410 MPa DEFORMED BAR
S GRADE 250 MPa DEFORMED BAR - POOLS CONSTRUCTION
RETAINING WALLS SITE LAYOUT PLAN 1:200 @ A3
M12. PROVIDE N12 VERTICAL REINFORCEMENT AS NOMINATED ON PLAN AND AT 1200 MAX. CRS. ABOVE AND R GRADE 250 MPa PLAIN BAR REFER TO ARCHITECTURAL SPECIFICATIONS FOR ALL SET OUT DIMENSIONS, FINISHING, FLASHING, SURFACE FALLS AND WATER PROOFING. etc
BELOW ALL OPENINGS UNLESS OTHERWISE DETAILED, NOTED OR SPECIFIED.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED RETAINING WALLS 1537
1 24.03.17 APPROVAL ISSUE NN PB NO.27-29 GRANT STREET, NOOSA
DATUM AHD SHEET: OF
DESIGN DK
0 2 4 6 8 10m ................. G & M ROBERTSON 1 5
DANIEL KENNA DRAWING TITLE: DRAWING NUMBER REV
DRAWN NN
SCALE 1:200 A3 (RPEQ 15522) RETAINING WALLS LAYOUT PLAN
DESIGN CHECK DK
DRAWING STATUS
p 07 5443 8285 ST01 1
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE MAR 2017 Barlow Shelley Consulting Engineers FOR APPROVAL a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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