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Operational Works Application - DA Form 1 & Plans - 31 Edward St, Noosaville
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DRAWING SIZE - A2
LOCATION OF
PENETRATIONS TO SELECTED ARTICULATION JOINT
ENGINEERS DESIGN SWIVEL JOINT OR OTHER APPROVED § LAGGING OR SLEEVE
HNISHED GROUND
SLOPING AWAY AT 1:20 LAGGING OR SLEEVE FLEXIBLE FITTING INSTALLED TO FINISHED GROUND I 5.
Min FOR 1500 Min z MANUFACTURES RECOMMENDATIONS. SLOPING AWAY AT 1:20
FOOTING
Min FOR 1500 Min
isfi
////^ SELECTED ARDCULATION JOINT' ////^
SELECTED ARTICULATION
JOINT, SWIVEL JOIST OR SWIVEL JOINT OR OTHER
APPROVED FLEXIBLE FITTING
17
OTHER APPROVED FLEXIBLE
FITTING INSTALLED TO
MANUFACTURES
INSTALLED TO MANUFACTURES
RECOMMENDAUONS I PIPE FROM OXTURE -|~
LAGGING THICKNESS
- 25mm 4 40mm
ON 'E' SITE UNLESS DOWERL BARS TO ENGINEERS
NOTED OTHERWISE DETAILS (IF NOT POURED
MIN 15 DEGREE BEND ADEHUONAL MONOLITHIC WIN FOOTINGS)
TYPICAL LAGGING TO O.R.G.
SELECTED IN-UNE 'EXPANDA' JOINT OR
^3 TO LOCAT COUNCIL
SPECIFICADONS §
CONCRETE-ENCASED O.R.G
(POURED IN-SITUMONOUmC
SELECTED IN-UNE 'EXPANDA' JOINT OR WITH FOOTINGS)
OTHER APPROVED JOINT LUBRICATED
WRAPPED IN 2 LAYERS OF 200 MICRON OTHER APPROVED JOINT LUBRICATED
SEWER MAN OR
TO EXCLUDE SOIL PARTICLES, INSTALLED WRAPPED IN 2 LAYERS OF 200 MICRON
BRANCH LINE
TO MANUFACTURERS SPEC. TO EXCLUDE SOIL PARTICLES, INSTALLED
TO MANUFACTURERS SPEC.
TYPICAL PIPE THROUGH FOOTING DETAIL - SECTION TYPICAL CONNECTION FROM PIPE WORK TO BRANCH LINE DETAIL TYPICAL SECTION AT O.R.G TO PREVENT SHEAR AT FOOTING FACE
SELECTED IN-UNE 'EXPANDA' JOINT OR
OTHER APPROVED JOINT LUBRICATED DETAILS AND SPECIAL BACK nil WITH COMPACTED
WRAPPED IN 2 LAYERS OF 200 MICRON REQUIREMENTS FOR SUPPORT AND CLAY SOILS OR EQUIVALENT TO
DOWN PIPE TO EXCLUDE SOIL PARDCLES, INSTALLED OR PROVISIONS OF ARTICULATION IN FORM IMPERMEABLE LAYER TO
PIPE WORK FOR ALL UNDER SLAB AU TRENCHES WITHIN 1500mm
FLEXIBLE JOINT
TO MANUFACTURERS SPEC.
DRAINAGE ONLY REQUIRED WHERE §1 3 OF THE BUILDING
JOINT LUBRICATED WRAPPED IN 2 SPECIFIED BY THE DESIGN ENGINEER
BETWEEN SLAB 4 WALL PROVIDE VISUAL SPACE TO OVERLAP PIPES ISOmrn
I PROVIDE VISUAL SPACE
GRATED DRAIN
g
COMPLY WITH A.S 3660.1 MINIMUM AS SHOWN
J TO COMPLY WITH AS
3660.1
LAYERS OF 200 MICRON POLYTHENE ANO
SEALED WITH PRESSURE SENSITIVE TAPE
TO EXCLUDE SOIL PARDCLES
FOR THE RELEVANT SITE
CLASSIFICATION AND OR AS
REQUIRED BY AS 3500 OR AS 2870
/
GROUND SURFACE NATURAL SURFACE
[ 3
E FALL 150 MIN ___ SERVICE PIPES TO BE SET
1OOO Mox. ' “ 50mm Min BELOW FOOTING
SELECTED IN-UNE r WHERE NOT SLEEVED THRU. APPROVED BEDDING
'EXPANDA' JOINT TO
MANUFACTURERS
SPEC.
. SLAB TO BE TIED BACK TO
STORM WATER
DRAINAGE PIPE a I FOR SLAB SUPPORTS ON PIERS
PROVIDE STAINLESS STEEL (Z>
o
MATERIALS TO
APPROPRIATE COVER
\___ BUILDING TO MINMISE FORCES SUSPENSION STRAPS FROM SLAB
I t-*J
d E CLAY PLUG TO FUU
ON PIPE WORK WTERER MESH TO UNDER DRAINAGE. DEPTH OF BEDDING AT
SPECIFIED BY AN ENGINEER ALLOW PIPE WORK TO MOVE FOODNG ZONE
VERTICALLY INDEPENDENT OF SELECTED ARTICULATION JOINT SWIVE WIDTH
BUILDING FOOTINGS SELECTED IN-UNE 'EXPANDA' JOINT OR OTHER APPROVED FLEXIBLE VARIES
INGROUND FITTING INSTALLED TO MANUFACTURES
JOINT OR OTHER APPROVED
PIPE WORK RECOMMENDATIONS
JOINT TO MANUFACTURERS
DOWN PIPE TO GRATED DRAWING DETAIL TYPICAL STORM WATER DETAIL (ALTERNATIVE) TYPICAL TRENCH DETAIL
TYPICAL UNDER SLAB-EDGE BEAM/WAFFLE POD DETAIL
GUIDELINES FOR DESIGN AND INSTALLATION ARTICULATION SCHEDULE FOR SOIL TYPES
NOTES : THE FOUOWING NOTES AND DETAILS PROVIDED ARE A GUIDE ONLY FOR H 4 E SITES SITE CLASS MINIMUM REQUIRED EXPANSION CAPACITY ALLOWABLE ROTATION
ARTICULATION FOR SANITARY PLUMBING, DRAINAGE AND SHOULD BE READ IN 8. ALE PVC PIPE WORK PASSING THROUGH CONCRETE MUST HA\E 25MM
CONJUNCTION WITH AS/NZS 3500, AS 2870 AND ANY OTHER RELEVANT STANDARD LAGGING ’E’ 150mm 15'
AND OTHER REQUIREMENTS OF THE B.C.A 9. STORM WATER SYSTEMS THAT COLLECT ROOF WATER AND SURFACE WATER
1. AU DRAINS INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE AREA REQUIRED TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH
(eg. M, H, E AND P SITES) OR WATER CHARGED AND WHERE SOIL MOVEMENT AS/NZS 3500 PART 5
’H’ 70mm 15'
MAY EFFECT THE PERFORMANCE OF ANY DRAIN. A CERTIFIED PLAN ANO 10. THE USE OF CORRUGATED FLEXIBLE PVC PIPE PRODUCTS SHOULD BE AVOIDED
SPECIFICATION SHOULD BE PROVIDED BY AN APPROPRIATELY QUAUF1ED ON CLASS H AND E SITES AS THEY ARE NOT ABLE TO EXPAND ’P’ 70mm PLUS ADDITIONAL REQUIREMENTS IN THE 15'
PERSON. WHEN A COMPUANCE PERMIT AND ASSESSMENT IS REQUIRED BY LONGITUDINALLY TO ACCOMMODATE POTENTIAL VERTICAL 4 LATERAL
THE LOCAL AUTHORITY, A SOIL REPORT AND AU CALCULATIONS SHOWING MOVEMENTS AT THE SLAB OR FOOTING EDGE UNLESS SPECIFICALLY DETAILED CASE OF FILL (MIN DEPENDENT ON SITE CONDITION)
PROPOSED METHOD TO PROTECT THE DRAINAGE FROM POTENTAL GROUND BY THE MANUFACTURE
MOVEMENTS MAY BE REQUIRED. ii. ALL JOINTS IN STORM WATER PIPES WITHIN 3.0 METERS OF THE HOUSE ’M’ MINIMUM 25mm LAGGING THROUGH FOOTINGS NOT APPLICABLE
2. AU SEWER 4 STORMWATER TO BE CONSTRUCTED IN ACCORDANCE WITH UNDER CONSTRUCTION SHOULD BE ARTICULATED TO ACCOMMODATE GROUND
AS/NZS 3500 AND THE REQUIREMENT OF AS2870 SECTION 5’ CLAUSE 5.5 MOVEMENTS WITHOUT LEAKAGE
AND SECDON 6; CLAUSE 6.6 ARTICULATION AND EXPANSION JOINTS ARE TO 12 SEPTIC TANKS AND ASSOCIATED SOAKAGE AREAS SHOULD BE LOCATED TO
BE PROVIDED TO ACCOMMODATE MOVEMENT IN AU PIPE WORK WITHIN 3 MINIMISE SOIL MOISTURE INCREASES WITHIN THAT FOUNDATION. JOINTS IN
Revision Description Date
METERS OF THE DWELLING AND COMPLY WITH AS1260. PLUMBING PIPES WITHIN 3.0 METERS OF THE HOUSES UNDER CONSTRUCTION
SHOULD BE ARTICULATED TO ACCOMMODATE GROUND MOVEMENTS WITHOUT
SITE CLASSIFICATION:
3. PLUMBING AND DRAINAGE UNDER THE SLAB SHOULD BE AVOIDED WHERE Issue:
PRACTICAL (REFER AS/NZS 3500 CLAUSE 4.10
13.
LEAKAGE SEPTIC TANKS IN PARTICULAR REQUIRE CAREFUL DETAILING
ALL PIPE WORKS INCLUDING STORM WATER FITTINGS AND ADAPTERS SHOULD
THE SOIL EVALUATION FOR THIS SITE WAS CARRIED OUT BY AUSTRALIAN SOIL PRELIMINARY
4. GRADES IN PIPE WORK ON M, H, AND P SITES SHOULD HAVE A MINIMUM
GRACE OF 1:30 WITHIN 1.5 METERS OF THE BUILDING AND 1:60 ELSEWHERE. BE PROTECTED FROM MECHANICALLY DAMAGE INVESTIGATION (ASI) IN ACCORDANCE WITH AS2870-2011.
14. TERMITE PROTECDON NOT SHOWN ON THESE DRAWINGS AS THERE ARE Unit 1/11 Project Ave.
GRADES IN FLEXIBLE FITTNGS TO BE SET AT THE MINIMUM GRADE. THIS SITE INVESTIGATION HAS REVEALED FILL OR A SOIL REACTIVITY OF P/S.
OSCG
VARIOUS OPDONS REFER TO THE BUILDING DESIGNER Noose Heads
5. AU EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURERS RECOMMENDARONS. AU JOISTS TO BE SET MID POINT 15. ALL DETAILS ARE INDICATIVE ONLY. DESIGN OF PATHS FOOTINGS ETC. AND REFER ARTICULATION SCHEDULE FOR DETAILS ON CONNECTION TYPE 8
Ph (07) 5455 5604
email:[email protected]
SO AS TO AUOW FOR MAXIMUM IN EITHER DIRECTION. LOCATION OF PENETRATIONS TO BE SPEdAED BY AN ENGINEER
1
V. Jr CONSUL TING
16. PROVISIONS SHOULD BE MADE FOR THE CONNECTION OF OVERFLOW OR WATER webiwww.scg-engineers.com
6. SWIVEL JOINTS SHOULD NOT BE USED A BEND TO ACHIEVt CORRECT FAUS. ENGINEERS ABN 40 096 «1 B99
THE JOINTS SHOULD BE SET IN A STRAIGHT UNE OF THE DRAIN TO AUOW DISCHARGE FROM FIXTURES SUCH AS H.W.S AND AX TO A DRAIN AS
REQUIRED BY THE RELEVANT LOCAL AUTHORITY Title:
MAXIMUM (+) OR (-) MOVEMENT. A MINIMUM 15' BEND TO BE INSTALLED FOOTING AND SLAB PLAN
17. EXPECTED MINIMUM REQUIREMENT FOR EXPANSION AND ALLOWABLE RELATION
BEFORE SWIVEL JOINTS TO ACHIEVE MINIMUM GRADES FROM THE FACE OF
IN FITTINGS AS FOLLOWS.
FOOTINGS
7. DETAIL AND SUPPORT OF TRAPS AT THE O.R.G TO BE CONSIDERED ON SITE Project
TO AUOW FOR POTENTIAL MOVEMENTS INCLUDING ISOLATION AND 31 Edward St
ARTICULATION ASSOCIATED WITH PATHS AND PAVEMENT. THE O.R.G SHOULD Noosaville
BE CAST IN CONCRETE MONOUTHICAUY WITH THE FOOTING SYSTEM ON CLASS Drg No. Kev.
Date:
3 Oct 2023 32038 -S1.1
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