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Attachment 1 - Information Request Response
Attached to the e-mail Response to Council’s Information Request - MCU21/0183 & OPW21/0292 - 9 Ruby Street Cooroy.
FOOTING SCHEDULE FOOTING SCHEDULE CONCRETE SLAB NOTES
MARK DESCRIPTION MARK DESCRIPTION 1. ALL SLAB THICKNESSES ARE NOMINAL ONLY. ALL FALLS ARE IN
ADDITION TO THE THICKNESS NOMINATED. SLAB TOP
BP1 Ø350 BORED PIER, FOUND MINIMUM ET1 200Dx300W EDGE THICKENING, N12
REINFORCEMENT TO MATCH SLAB FALLS.
OF 1200 DEEP OR 300mm BELOW PERIMETER BAR TOP 50 COVER
2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH
SEWER INVERT
FFL 107.50 MIN ARCHITECTS, HYDRAULIC AND CIVIL CONSULTANTS DRAWINGS
FB1 450Dx350W EDGE BEAM 3-L11TM TOP & FOR ALL LEVELS, FALLS, GRADES, DRAINAGE ETC.
450
BTM R10 LIGS @ 600 CRS OR EQUIV CAGE 3. SLAB SURFACE IS TO BE CURED UTILISING FOSROC CONCURE
HR90 APPLIED IN ACCORDANCE WITH MANUFACTURERS
FB2 450Dx350W SLAB BEAM 3-L11TM TOP &
SPECIFICATIONS.
BTM R10 LIGS @ 600 CRS OR EQUIV CAGE
4. WHERE TILED FLOORS ARE TO BE PLACED OVER AN AREA
1400 MIN
SERVICE LOCATIONS FROM UW GREATER THAN 16sq.m MESH IS TO BE INCREASED TO SL92, OR
MAPPING. LOCATION TO BE VERIFIED THE TILES TO BE LAID 3 MONTHS MIN. AFTER THE SLAB POUR.
FB1
ON SITE PRIOR TO CONSTRUCTION 1200mm MIN 5. WHERE EXTERNAL FOOTING BEAMS ARE GREATER THAN 300mm
RM
WIDE, EXTRA BOTTOM BARS ARE REQUIRED PER 100mm
ADDITIONAL WIDTH.
S
~IL 105.50 REINFORCED CONCRETE NOTES
FB1
FB2
1. ALL FOOTINGS TO BE FOUND INTO MATERIAL CAPABLE OF
INDICATES 3/N12 TRIMMER 100kPA BEARING CAPACITY, REFER SOIL REPORT.
BARS 2000 LONG TYPICAL
300 MIN
2. ALL BEAMS TO HAVE 2/N12 CORNER BARS (600x600) TO MATCH
RM
ET1
REINF AS SPECIFIED. PROVIDE 2/N12 SPLICE BARS (600mm LAP) AT
S
ALL BEAM JUNCTIONS.
FB1
FB2
1
1
3. BASES OF ALL EXCAVATIONS TO BE FINISHED SOUND AND FREE
BP
BP
3430
ET1
TYPICAL BUILD OVER SECTION 1 OF ANY LOOSE MATERIAL PRIOR TO PLACEMENT OF CONCRETE.
FB2
ET1 4. TERMITE PROTECTION TO BE PROVIDED IN
1 SCALE 1:50 -
100Ø AC
ACCORDANCE WITH THE BUILDING CODE OF
ET1
AUSTRALIA AND OTHER RELEVANT CODES.
1
-
BP
ET1
5. ALL SURFACE RUNOFF TO BE DIRECTED AWAY FROM RESIDENCE.
RM
50mm MIN STEP
S
PROVIDE SURFACE FALLS TO SUIT.
ESL 107.30 ET1 FB2
6. IF LARGE TREES ARE REMOVED DURING SITE
APPROX. IL 104.90 FB1 PREPARATION THE VOIDS ARE TO BE EXCAVATED, BACKFILLED &
DEPTH 2.39 ESL 107.30
APPROX. IL 105.54 COMPACTED WITH SUITABLE (NON-REACTIVE) MATERIAL SIMILAR
FB1 FB1
FB1
1
TO THE EXCAVATED MATERIAL.
1
BP
BP
SL DEPTH 1.76
1
FB1
10 BP BP
1
REINFORCEMENT NOTES
FB2
1200
6.
88
RM
S
FB2
+ 150Ø AC
S IL S S S SYMBOLS IN DRAWINGS FOR GRADE AND STRENGTH OF
104.65 S S S S S S
REINFORCEMENT ARE:
1200
USIL ~108.92 SL OR RL - DENOTES WELDED WIRE REINFORCING MESH TO
FB1
AS/NZS 4671:2001
L - DENOTES STEEL REINFORCING BAR TO AS/NZS 4671:2001
N - DENOTES HOT-ROLLED DEFORMED REINFORCING BAR TO
INDICATES 1200mm OFFSET
AS/NZS 4671:2001
S
FROM SEWER TYPICAL 1 1
BP BP
RM
FB2 FB2 FB2
1
1
1. RAFT OR SLAB MESH IS TO BE LAPPED BY ONE FULL PANEL OF
BP
BP
100mmTHK. SLAB SL82 MESH MESH SO THAT THE TWO OUTERMOST TRANSVERSE WIRES OF
EACH PANEL LAP AS SHOWN BELOW.
FB2
20mm COVER. 25MPa CONCRETE
S
N12 CRACKER BARS 1200
FB2 FB2 FB2
1
RM
BP
LONG AT SET DOWNS TYPICAL
FB1
2. WELDING OF REINFORCEMENT INCLUDING TACK WELDING FOR
FIXING PURPOSES SHALL COMPLY WITH AS3600:2009 AND
AS1554.3:2008. WELDING IS PERMITTED ONLY WHERE SHOWN IN
FB2
FB2
THE DRAWINGS OR WHERE OTHERWISE APPROVED BY THE
ENGINEER.
3. TRENCH MESH SHALL HAVE ALL WIRES CUT FLUSH WITH THE
S
FB1
OUTER MAIN WIRES. TRENCH MESH IN BEAMS SHALL BE
OVERLAPPED BY THE WIDTH OF THE FABRIC AT T- AND L-
RM
INTERSECTIONS. TRENCH MESH SHALL BE SPLICED, WHERE
NECESSARY, BY A LAP OF 600MM.
FB1
4. LAP ALL REINFORCEMENT A DISTANCE OF 40 X THE NOMINAL
FB1 BAR DIAMETER, BUT NO LESS THAN 500MM.
1
BP
3627 5. LAP ALL REINFORCEMENT AROUND CORNERS 40 X THE
S
NOMINAL BAR DIAMETER, BUT NO LESS THAN 500MM.
6. BAR CHAIRS SUPPORTING SLAB FABRIC ARE TO BE NO MORE
M
THAN 800MM APART IN GENERAL, AND 400MM APART AT LAPS.
7. NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
N
FOOTING & SLAB LAYOUT
SCALE 1:100 @ A3
212602-STR-01-210709.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT 1 09-07-21 PRELIM FOR UW SAN ADVICE DK DK
PROPOSED DUPLEX CHRIS ROBINSON 0 1.0 2.0 3.0 4.0 5.0m
.................
DATUM
DESIGN
-
DK
212602
9 RUBY STREET COOROY
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:100 A3 (RPEQ 15522)
FOOTING & SLAB LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK PS01 1
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd PRELIMINARY DATE 09-07-21
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