Structural Plans · MCU21/0097

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

 

 

 

 

 

VERTICAL EXPANSION JOINT
REQUIRED FOR 'E’ SITES ONLY ~~]

 

 

 

 

 

 

 

"EXPANDA” JOINT (LUBRICATED WRAPPED IN
2 LAYERS OF 200 MICRON POLYTHENE AND

 

 

DETAILS AND SPECIAL REQUIREMENTS FOR
SUPPORT AND/OR PROVISIONS OF
[ ARTICULATION IN PIPE WORK FOR ALL UNDER
} 5 < SLAB DRAINAGE IS ONLY REQUIRED WHERE
r SPECIFIED BY THE DESIGN ENGINEER FOR THE

RELEVANT SITE CLASSIFICATION AND/OR AS
REQUIRED BY A.S 3500 OR A.S 2870

 

 

 

 

 

 

 

 

 

SEALED WITH PRESSURE SENSITIVE TAPE TO
EXCLUDE SOIL PARTICLES

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SELECTED ARTICULATION JOINT E.G STORM
PLASTICS “SWIVEL JOINT” OR OTHER APPROVED
FLEXIBLE FITTING INSTALLED TO MANUFACTURERS
RECOMMENDATIONS

TYPICAL UNDER SLAB-EDGE BEAM/WAFFLE POD DETAIL

 

Not to scale

GUIDELINES FOR DESIGN AND INSTALLATION

NOTES: THE FOLLOWING NOTES AND DETAILS PROVIDED ARE A GUIDE ONLY FOR
ARTICULATION FOR SANITARY PLUMBING, DRAINAGE AND SHOULD BE READ IN
CONJUNCTION WITH AS/NZS 3500, AS 2870 AND ANY OTHER RELEVANT STANDARD
REQUIREMENTS OF THE B.C.A.

 

1. ALL DRAINS INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (EG. M,

H, E AND P SITES) OR WATER CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT
THE PERFORMANCE OF ANY DRAIN, A CERTIFIED PLAN AND SPECIFICATION SHOULD BE
PROVIDED BY AN APPROPRIATELY QUALIFIED PERSON. WHEN A COMPLIANCE PERMIT
AND ASSESSMENT IS REQUIRED BY THE LOCAL AUTHORITY. A SOIL REPORT AND ALL
CALCULATIONS SHOWING PROPOSED METHOD TO PROTECT THE DRAINAGE FROM
POTENTIAL GROUND MOVEMENTS MAY BE REQUIRED.

2. ALL SEWER & STORMWATER TO BE CONSTRUCTED IN ACCORDANCE WITH AS/NZS
3500 AND THE REQUIREMENTS OF AS2870 SECTION 5: CLAUSE 5.5 AND SECTION 6:
CLAUSE 6.6 ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO
ACCOMMODATE MOVEMENT IN ALL PIPE WORK WITHIN 3 METRES OF THE DWELLING
AND COMPLY WITH AS1260.

3. PLUMBING AND DRAINAGE UNDER THE SLAB SHOULD BE AVOIDED WHERE

PRACTICAL (REFER AS/NZS 3500 CLAUSE 4.10).
4. GRADES IN PIPE WORK ON M, H, AND P SITES SHOULD HAVE A MINIMUM GRADE
OF 1.30 WITHIN 5 1.5 METRES OF THE BUILDING AND 1:60 ELSEWHERE. GRADES IN
FLEXIBLE FITTINGS TO BE SET AT THE MINIMUM GRADE.

5. ALL EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS. ALL JOINTS TO BE SET MID POINT SO AS
TO ALLOW FOR MAXIMUM IN EITHER DIRECTION.

6. STORMPLASTICS (SA) PTY LTD "SWIVEL JOINTS” SHOULD NOT BE USED AS A
BEND TO ACHIEVE CORRECT FALLS. THE JOINT SHOULD BE SET IN A STRAIGHT LINE
OF THE DRAIN TO ALLOW MAXIMUM (+) OR (-) MOVEMENT. A MINIMUM 15° BEND TO
BE INSTALLED BEFORE SWIVEL JOINTS TO ACHIEVE MINIMUM GRADES FROM THE FACE
OF THE FOOTING.

7. DETAIL AND SUPPORT OF TRAPS AT THE O.R.G. TO BE CONSIDERED ON SITE, TO
ALLOW FOR POTENTIAL MOVEMENTS INCLUDING ISOLATION AND ARTICULATION
ASSOCIATED WITH PATHS AND PAVEMENTS. THE 0.R.G SHOULD BE CAST IN
CONCRETE MONOLITHICALLY WITH THE FOOTING SYSTEMON CLASS H AND E SITES.

7. DETAIL AND SUPPORT OF TRAPS AT THE 0.R.G. TO BE CONSIDERED ON SITE, TO
ALLOW FOR POTENTIAL MOVEMENTS INCLUDING ISOLATION AND ARTICULATION
ASSOCIATED WITH PATHS AND PAVEMENTS. THE 0.R.G SHOULD BE CAST IN
CONCRETE MONOLITHICALLY WITH THE FOOTING SYSTEM ON CLASS H AND E SITES.
8. ALL PVC PIPE WORK PASSING THROUGH CONCRETE MUST HAVE 25MM LAGGING.

9. STORM WATER SYSTEM THAT COLLECT ROOF WATER AND SURFACE WATER ARE
REQUIRED TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS/ NZS 3500
PART 5.

10. THE USE OF CORRUGATED FLEXIBLE PVC PIPE PRODUCTS SHOULD BE AVOIDED
ON CLASS H AND E SITES AS THEY ARE NOT ABLE TO EXPAND LONGITUDINALLY
TO ACCOMMODATE POTENTIAL VERTICAL AND LATERAL MOVEMENTS AT THE SLAB
OR FOOTING EDGE UNLESS SPECIFICALLY DETAILED BY THE MANUFACTURE.

11. ALL JOINTS IN STORM WATER PIPES WITHIN 3,0 METERS OF THE HOUSE UNDER
CONSTRUCTION SHOULD BE ARTICULATED TO ACCOMMODATE GROUND MOVEMENT
WITHOUT LEAKAGE.

12. SEPTIC TANKS AND ASSOCIATED SOAKAGE AREAS SHOULD BE LOCATED TO
MINIMISE SOIL MOISTURE INCREASES WITHIN THE FOUNDATION JOINTS IN PLUMBING
PIPES WITHIN 3.0 METERS OF THE HOUSE UNDER CONSTRUCTION SHOULD BE
ARTICULATED TO ACCOMMODATE GROUND MOVEMENTS WITHOUT LEAKAGE. SEPTIC
TANKS IN PARTICULAR REQUIRE CAREFUL DETAILING.

13. ALL PIPE WORK INCLUDING STORM WATER FITTINGS AND ADAPTERS SHOULD BE
PROTECTED FROM MECHANICAL DAMAGE.

14. TERMITE PROTECTION NOT SHOWN ON THESE DRAWINGS AS THERE ARE VARIOUS

OPTIONS. REFER TO THE BUILDER DESIGNER.
15. ALL DETAILS ARE INDICATIVE ONLY. DESIGN OF PATHS FOOTINGS ETC. AND

LOCATION OF PENETRATIONS TO BE SPECIFIED BY AND ENGINEER.
16. PROVISIONS SHOULD BE MADE FOR THE CONNECTION OF OVERFLOW OR WATER

DISCHARGE FROM MIXTURES SUCH AS H.W.S. AND A.C. TO A DRAIN AS REQUIRED

BY THE RELEVANT LOCAL AUTHORITY.
17, EXPECTED MINIMUM REQUIREMENTS FOR EXPANSION AND ALLOWABLE RELATION

IN FITTINGS AS FOLLOWS.

BACK FILL WITH COMPACTED CLAY
SOILS OR EQUIVALENT TO FORM
IMPERMEABLE LAYER TO ALL
TRENCHES WITHIN 1500MM OF

 

 

 

 

 

 

 

 

 

15
SITE CLASS MINIMUM REQUIRED EXPANSION JOINT CAPACITY ALLOWABLE ROTATION
“En 150MM 15°
“HY 70MM 15°
“pe 70MM PLUS ADDITIONAL REQUIREMENTS IN THE CASE |15°
OF FILL (MIN DEPENDENT ON SITE CONDITION)
“M" MINIMUM 25MM LAGGING THROUGH FOOTINGS NOT APPLICABLE

 

 

THIS SITE CLASSIFICATION HAS BEEN
DETERMINED TO BE CLASSIFIED AS A "P" AS
PER SITE CLASSIFICATION REPORT BY LINDSAY
CONSULTING PIL 210531

 

 

 

 

 

 

 

 

 

[e BUILDING
3 NN
oF NATURAL SURFACE
=
ae
as APPROVED BEDDING
1 MATERIALS TO
“a+ APPROPRIATE COVER
a
i O CLAY PLUG TO FULL
x + DEPTH OF BEDDING
2 AT FOOTING ZONE
| _ WIDTH
VARIES

TYPICAL TRENCH DETAIL

Not to scale

 

LINDSAY CONSULTING ‘7
(Structural § Avjl Engineers)
CLI

   
  

OFF, 2¢/82 PARKER ATREET, MAROO AY DORE

 

THIS DRAWING REMAINS HE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

 

CLIENT AND PROJECT DESCRIPTION
PAUL CLOUT DESIGN
PROPOSED RESIDENCE

NO.30 THE PROMONTORY
NOOSAVILLE

 

DRAWING TITLE
PLUMBING DETAILS

 

SCALES

 

SURVEY DATUM

 

ASSOCIATED CONSULTANTS

 

REVISION LIST

 

>

ORIGINAL ISSUE 20/05/21

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘ompurer File

210531FD.DWG

 

 

DRAWING NUMBER SHEET] REV.

21-0531-F8 B/A