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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
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NOTE:
STARTER BARS AND HOLD
DOWN BOLTS OMITTED
PAD FOOTING REFER PLAN FOR
SLAB REINFORCEMENT
PLUMBING NOTES
FOR CLARITY STACKS PIPE PIPE PLACEMENT
BLOCK WALL
REFER HYDRAULICS
REFER DRG S050 FOR
PLUMBING & DRAINAGE NOTES
DETAILS ZONE COMMENT
A ALLOWED - REFER TO 1. PLUMBING & DRAINAGE UNDER A SLAB SHALL BE AVOIDED WHERE PRACTICAL. PIPES MAY
THICKENING DETAIL 1. BE ENCASED IN CONCRETE OR IN RECESSES IN THE SLAB WHEN PROVIDED WITH
FLEXIBLE JOINTS AT THE EXTERIOR OF THE SLAB
EQ. EQ. EQ.
ZONE A B ALLOWED
FOOTING
2. PENETRATION OF THE EXTERNAL FOOTINGS BY PLUMBING SHALL BE AVOIDED IF
DEPTH
2 LAYERS OF ISOLATION JOINT ZONE B POSSIBLE, BUT WHERE NECESSARY THE PIPES SHALL BE SLEEVED.
C ALLOWED - REFER TO
REINF "D" TOP
REINF "A" BTM
ABLEFLEX 3. JOINTS IN PLUMBING & DRAINAGE PIPES WITHIN 3m OF THE BUILDING SHALL
THICKENING DETAIL 2.
LENGTH
ZONE C BE ARTICULATED & FLEXIBLE CONNECTIONS USED.
4. CLOSED-CELL POLYURETHANE LAGGING, WITH A MINIMUM THICKNESS OF 40mm, SHALL
BE USED AROUND ALL PLUMBING & DRAINAGE PENETRATIONS THROUGH THE EXTERNAL
450 AT STACKS
BLOCKOUT IN PENETRATION OF THE FOOTINGS.
PENETRATION OF THE EDGE BEAM BY PLUMBING
FOOTING TO BE EDGE BEAM BY PLUMBING 5. PLUMBING TRENCHES SHALL BE SLOPED AWAY FROM THE BUILDING & SHALL BE
APPROX 2 x PIPE DIA. SHALL BE SLEEVED BACKFILLED WITH CLAY IN THE TOP 300mm WITHIN 1.5m OF THE BUILDING. THE CLAY
SHALL BE SLEEVED REFER NOTES USED SHALL BE COMPACTED. WHERE PIPES PASS UNDER THE FOOTING, THE TRENCH
SHALL BE BACKFILLED WITH CLAY OR CONCRETE TO RESTRICT THE INGRESS OF WATER
200 'D' EDGE
'D' EDGE
MAX BEAM
BEAM
UNDER THE FOOTING.
6. WHERE PIERS ARE USED TO SUPPORT A SLAB ON FILL, PLUMBING & DRAINAGE PIPES
FOUNDED WITHIN SUCH FILL, SHALL BE HUNG FROM THE SLAB MESH WITH
REINF "B" BTM 1
'Z' BARS TO MATCH NON-CORROSIVE STRAPS.
1 7. WATER RUNOFF SHALL BE DRAINED AWAY FROM BUILDING DURING CONSTRUCTION.
BEAM REINF.
REINF "C" TOP CONCRETE PAD FOOTING BTM. REINFORCEMENT 8. ALL PLUMBING & DRAINAGE MUST COMPLY WITH THE LOCAL AUTHORITY & THE NATIONAL
75
REFER ADJACENT SCHEDULE 3 x D MIN 1000 MIN 50 COVER PLUMBING & DRAINAGE CODE AS3500-2003.
WIDTH FOR DETAILS
PLUMBING & DRAINAGE TRENCHES
PIPE PENETRATION - ZONE A PIPE PENETRATION - ZONE C 1. PLUMBING & DRAINAGE TRENCHES SHALL BE LOCATED OUTSIDE THE INFLUENCE OF THE
SCHEMATIC PAD FOOTING PLAN TYPICAL PAD FOOTING AT PIPE LOCATIONS DETAIL BEAM THICKENING 1 BEAM THICKENING 2 FOOTINGS. THAT IS, TRENCH EXCAVATIONS SHALL NOT EXTEND BELOW A LINE DRAWN 30
SCALE 1:20 SCALE 1:20 DEGREES TO THE HORIZONTAL FOR SAND, OR 45 DEGREES TO THE HORIZONTAL FOR SILT
OR CLAY, FROM THE BOTTOM EDGE OF THE EDGE BEAMS OR FOOTINGS IN ACCORDANCE
WITH CLAUSE 6.3 OF AS2870-2011.
2. TRENCH BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH CLAUSE 5.5 OF
AS/NZS3500.3.2003 OR CLAUSE 7.2.13 OF AS/NZS3500.3.2003. SAND BEDDING & SURROUND
SHALL BE BLOCKED WITH A CLAY PLUG WHEREVER TRENCHES PASS UNDER THE EDGE
OF ANY SLAB.
BLOCK WALL
REFER DRG S050 FOR
DETAILS FILL TO UNDERSIDE OF FOOTING
WITH MASS CONCRETE. PIPE TO
ISOLATION JOINT
200 MIN
BE SLEEVED. REFER NOTES.
MIN
200
REINFORCEMENT 'D'
DIMENSIONS OF ADDITIONAL CONCRETE ARE
630 MIN MINIMUM. CONCRETE THICKENINGS AND
FOOTINGS ARE TO BEAR ON TARGET NATURAL
GROUND OR ENGINEERED FILL. FOOTINGS ARE
REINFORCEMENT 'C' NOT BE CAST ON BEDDING SAND FROM
DEPTH
SERVICES TRENCHES.
REINFORCEMENT 'B'
REINFORCEMENT 'A' EDGE/INTERNAL BEAM OVER SERVICE CONNECTION
SCALE 1:20
15 MPa BLINDING AS REQUIRED TO WIDTH (x LENGTH)
ACHIEVE 150 SOCKET INTO NATURAL
MATERIAL WITH MINIMUM ALLOWABLE
BEARING CAPACITY AS SHOWN IN
FOUNDATION NOTES ON DRG. S001
PAD FOOTING SCHEDULE
DIMENSIONS REINFORCEMENT
MARK LENGTH WIDTH DEPTH 'A' 'B' 'C' 'D' GRATED DRAIN AS PER HYD.
ENGINEERS DETAILS
PF1 1600 1600 450 N16-300 U-BARS N16-300 U-BARS N16-300 U-BARS N16-300 U-BARS
PF2 1400 1400 450 N16-300 U-BARS N16-300 U-BARS N16-300 U-BARS N16-300 U-BARS 1 N12 TRIMMER
PF3 1800 700 450 N16-300 U-BARS N16-300 U-BARS N16-300 U-BARS N16-300 U-BARS 1 N12 TRIMMER SLAB MESH
400 1N12 CONTINUOUS TRIMMER
1 N12 REFER PLAN.
LAP AS REQUIRED
CONTINUOUS
TYPICAL PAD FOOTING DETAIL 50 MAX. STEP TRIMMER FALL FALL
SCALE 1:20
200
MIN.
150
250
LAP MESH 300 MIN.
200 N12 AT 400 'U' BARS
DASHED LINE DENOTES TYP. LAP 450 WITH MESH
VISQUEEN MEMBRANE 75 BOTTOM COVER
3 N12
TYPICAL SLAB SETDOWN 50mm HIGH MAX. TYPICAL EDGE THICKENING TYPICAL GRATED DRAIN DETAIL
SCALE 1:20
SCALE 1:20
DETAIL - ET1
SCALE 1:20
200mm 0 200 400 600 800
1 :20
Client Status Title
MARK BAIN TYPICAL SLAB AND FOOTING DETAILS - SHEET 3
Drawn By Designed By Approved By
Author Designer Approver
Project No. Discipline Scale
[email protected] 20220173 1 : 20 (at A1)
Project Name
37 MARY ST NOOSAVILLE, QLD Drawing No. Revision
1 04.11.22 ISSUE FOR INFORMATION JAL JO NOOSA VILLAS
07 5211 1003 S022 1
Rev Date Description By Chk 10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
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