10/0662 - Operational Works [As Published] · 142010.662

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Project Job No.

 

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EDGE BEAK ‘SLAB THICKENING

NORMAL

FOOTING

Foor oe ee
4

wh v8 6 z 8
4
75MM MIN. FROM BOTTOM REINFORCEMENT

EXTRA DEPTH

Leaalng Requirements,

 )

25mm (min)

REINFORCEMENT

 

SLAB THICKENING DEPTH MUST NOT B&
REDUCED FOR PIPES

   

LOCAL DEEPENING

L_ ‘SLAB MESH

75MM MIN. EXTRA,
DEPTH REQUIRED

al

  
 

i MESH

  

 

THE FOLLOWING,

 

(CUTTING THE REDIFORCEUENT STEEL TO GO AROUNO THE PIPE
50MM

(GENOING THE REWWFORCEMENT STEEL TO GO OVER THE PIPE

OTE:

‘SPECAED FOQTUIG AND ELAR TOCKEMUNG DEPTH Au!D COVER REQUIREMENTS MUST BE MALNTALNED.
WHERE SENVICE PIPE ONTERPERED WITH COVER TO STEEL OR CONCRETE DEPTHS THE FOOTING MUST

BE LOCALLY DEEPENED AS SHOWN BELOW.

PARTICULAR ATTENTION SHOULD @E PAID TO THE PROVISION OF FLEXIBLE SERVICE CONNECTIONS AS,
DETAILED IN A, 3900 “THE NATIONAL PLUMEING AND ORADAGE CODE - 1696 GM ALL CLASS "W7 AHD E SITES,

Pipe Strapping Detail

 

i 1000MM |
ot >

1000MM

 

 

 

3112 TM to be placad to underside
of slab mesh avertapping pipe penetration
by 500 mm both sides of pipe.

    

Front View

 

 

 

 

 

Edge Beam
Footing ——>y

 

 

 

 

 

3L12 TM with sont Pipe & Support Centres for Strap as per AS3500 2.2 Section 9.2 & Table 9.1
lap both sides of pipe | Sian Baye Lagging
penetration
— }<— Starter Bar
per report
Edge Beam
Footing

 

 

Stab Fabric = - = - -- p= - AGA -- oe fO--
“Chairs Adjacient to Straps ———y/

Minimum Fi over Pipe

 
 

\ snes Steel Strap
Attached to Fabric

 

 

 

NOTES: THE FOLLOWING NOTES AND DETAILS PROVIDED ARE A QUIDE ONLY FOR
ARTICULATION FOR SANITARY PLUMBING, ORAIMAGE AND SHOULD BE READ IN CONJUNCTION
WETH ASINZS 3500, AS 2870 AND ANY OTHER RELEVANT STANDARD AND OTHER
REQUIREMENTE OF THE B.A,

1ALL DRAING INSTALLED IN GROUND THAT (3 FILLED, UNSTABLE, EXPANBIVE (2.0.U, 4, E

FO ALLOW MARRUUL (+) CA (4 MOVEMEST. A MENTLN 15" BEND 20 BE INSTALLED BEFORE
SIMVEL JODITS 70 ACHIEVE MINIMUM GRADES FROM THE FACE OF THE FOOTINGS

For this particular site, the following minimum requirements may be adopted :-

7..DETAIL AND SUPPORT OF TRAPS AT THE 0.8.0. TO BE CONCIOERED ON SITE, TO ALLOW

POR POTENTIAL MOVEMENTS. THE O.R.G. SHOULD BE CAST IN CONCRETE MONOLITHICALLY WITH
‘THE FOOTING BYETEM ON CLASS M AND E GITES,

4-ALL PVC PE WORK PASCING THROUGH CONCRETE MUST HAVE 254 LAGQING

S[BTORM WATER SYSTEMS THAT COLLECT ROOF WATER AND GURFACE WATER ARE REQUIRED

COMSTRUCTION ENCULD BE ARTICULATED TO ACCOMMODATE GRGUNO MOVEMENTS WHTHOUT
CEAKASI

12-EEPTIC TAYKB AND ABSOCIATED ZOAKAGE AREAS SHOULD BE LOCATED TO MiNRASE GOL.
AIGISTURE DICREASES WITION THE FOUNDATION. JOUITS In PLUMBING PIPES WITHON 3.0
METRES OF THE HOUSE UNDER COKSTRUCTION SHOULD SE ARTICULATEO 10 ACCOMMOOATE
‘GROUND MOVEMENTS WITHOUT LEAKAGE. BEPTIC TAXKS IN PARTICULAR REQUIRE CAREFUL

REFER TO THE GURLDIND DESIGNER

{SALE OCTARS ARE INOICATIVE ORLY. DESIGN OF PATHS FOOTING ETC. AKD LOCATION OF
PENETRATIONS 10 GE SPECIFIED BY AN ENGINEER

{G-PROMSIONS SHOUL BE MADE FOR THE CORNECTION OF OVERFLOW OR WATER CISCHARGE
PROM POTURES SUCH AS HINA. AND ACC. TO A DRAB AS REQUIRED BY THE RELEVANT
LOCAL AUTHORITY.

APLEXPECTED MINILAS REOUIRMENTE FOR EXPANSION AKD ALLOWAELE RELATION BY FITTING
AS FOLLoMS:

 

 

 

 

 

 

 

 

SITE CLASS MINIMUM REQUIRED EXPANSION JOIN CAPACITY ALLOWABLE ROTATION
"Ss" MINIMUM 25MM LAGGING THROUGH FOOTINGS NOT APPLICABLE
Where a cut/ill site preperation is undertaken, ail pipes within the fill aspect of the site MUST adopt
the following untess compaction certification in accordance with AS3798-2007 is supplied :-
SITE CLASS MINIMUM REQUIRED EXPANSION JOIN CAPACITY ALLOWABLE ROTATION
"Pp" 15°
- Pipes to be strapped / hung from slab mesh (refer detail)

 

 

 

 

 

 

Note: These details are to be used as a guide only. Where it is a requirement of the relevant Local Authority for these details to be
adhered to, any variations or modifications shall be directed at the Local Authority as per AS2870-1996 Section 5.5.4 clause (d) -
Alternatively, STA Consulting Engineers can be commissioned to undertake an under slab drainage design for site specific circums

4

Site

Classification
“Bis”

east!

eee

—-.

|

tances ,

OVERLAP PIPES 150MM

 

DOWN PIPE

MINIMUM AS SHOWN.

GROUND

‘SURFACE FALL

1:50 MIN

 

 

  

 

 

 

 

“EXPANDA™ JOINT (LUBRICATED WRAPPED IN

   

 

2 LAYERS OF 200 MICRON POLYTHENE AND
SEALED WITH PRESSURE SENSITIVE TAPE TO
EXCLUDE SOM PARTICLES}

    

OR OTHER APPROVED

TYPICAL UNDER SLAB-EDGE BEAM / WAFFLE POD

 

      

PROVIDE VISUAL SPACE
[LV TO COMPLY WITH AS3660.1

 

 

SELECTED

x

OR OTHER

 

+——

STORM WATER
DRAINAGE PIPE

ALLOW PIPE WORK TO MOVE
VERTICALLY INDEPENDANT
OF BUILDINGS:

 

       

A

 

 

 

TYPICAL STORM WATER DETAIL {ALTERNATIVE}

FLEXIBLE JOINT BETWEEN

SLAB AND WALL

GRATED DRAIN
\ —™

 

ah PROVIDE VISUAL
|_- SPACE TO COMPLY
(| WITHAS. 3660.4

 

 

 

 

         

SELECTED ARTICULATION

FLEXIBLE JOINT

INGROUND-
PIPE WORK

T

 

  
  

 

 

=<yYy

 

 

[ SLAB TO BE TIED
BACK TO THE
BULDING TO
MINIMISE FORCES
ON THE PIPE WORK
WHERE SPECIFIED
BY AN ENGINEER

 

 

OOWN PIPE TO GRATEO DRAIN DETAIL

      

‘SELECTED ARTICULATION JOINT
E.G. STORM PLASTICS “SWIVEL JOINT”

FLEXIBLE FITTING INSTALLED TO
MANUFACTURES RECCOMMENDATIONS

E.G. STORM PLASTICS “SWIVEL JOINT

FITTING INSTALLED TO.
MANUFACTURES
RECOMMENDATIONS,

DETAIL

9
8
3
ay
84

FINISHED

75 MIN,

a
8
2

ES98868-B Amended 19/04/2010

 

 

 

QETAILS AND SPECIAL
REQUIREMENTS FOR
SUPPORT AND JOR
PROVISIONS OF
ARTICULATION WN PIPE
WORK FOR ALL UNDER
SLAB DRAINAGE ARE ONLY
REQUIRED WHERE
SPECIFIED BY THE DESIGN
ENGINEER FOR THE
RELEVANT SITE
CLASSIFICATION AND /OR
AS REQUIRED BY

AS. 3500 OR AS, 2870

 

 

ARTICULATION JOINT

APPROVED FLEXIBLE

ADDITIONAL LAGGING TO
O.R.G. TO LOCAL COUNCIL

 

 

 

 

 

 

PIPE FROM FIXTURE, >

 

1

 

 

 

i
Rw

DOWEL BARS TO
ENGINEERS DETAIL
(IF NOT POURED.
MONOLITHIC WITH
FOOTINGS )

yy ON

Ww

 

 

CONCRETE-ENCASED O.R.G.
I (POURED IN-SITUMONOLITHIC

 

 

SPECIFICATIONS

WITH FOOTINGS)

TYPICAL SECTION AT 0,R.G. TO PREVENT SHEAR AT FOOTING FACE

MIN 1$ DEGREE BEND TYPICAL

SELECTED ARTICULATION JOINT

E.G. STORM PLASTICS “SWIVEL JOINT”
OR OTHER APPROVED FELXIBLE
FITTING INSTALLED TO
MANUFACTURES
RECOMMENDATIONS N

 

 

 

 

 

“EXPANDA" JOINT (LUBRICATED WRAPPED IN
2 LAYERS OF 200 MICRON POLYTHENE AND
SEALED WITH PRESSURE SENSITIVE TAPE TO.
EXCLUDE SOIL PARTICLES

TYPICAL PIPE THROUGH FOOTING DETAIL - SECTION

LOCATION OF PENETRATIONS

 

 

  

~

TO ENGINEERS DESIGN
BACK FILL WITH COMPACTED CLAY SOILS OR SELECTED ARTICULATION JOWT E.G. STORM
LAGGING PLASTICS “SWIVEL JOINT” OR OTHER APPROVED
EQUIVALENT TO FORM IMPERMEABLE LAYER TO OR SLEEVE NST To ACTURES
ALL TRENCHES WITHIN 1S00MM OF THE BUILDING (— ecouENDATIONS ALLEL MANUF
5 e FOOTING
sls 4
ale NATURAL SURFACE
=
4 —_
Zlzg
x
EES
APPROVED BEDDING
MATERIALS TO.
APPROPRIATE COVER

 

 

CLAY PLUG TO FULL
DEPTH OF BEODING
AT FOOTING ZONE.

 

 

 

WIDTH VARIES

TYPICAL TRENCH DETAIL

        

 

“EXPANDA” JOINT (LUBRICATED WRAPPED IN
2LAYERS OF 200 MICRON POLYTHENE AND
SEALEO WITH PRESSURE SENSITIVE TAPE TO
EXCLUDE SOD PARTICLES

 

 

TYPICAL CONNECTION FROL PIPE WORK TO BRANCH LINE DETAR

 

 

Design Company
STA CONSULTING ENGINEERS
Unit 6, 848 Boundary Rd, Richlands, Qld, 4077

ACN 129 441

con
890 Fax (07) 33759299 Ph.3363 8181

 

Client

Monte Constructions

SUUTING
ENGINEERS

 

t

PO Box 8425, Woolloongabba Qid 4102 #

Site Address

 

Lot 13, No.13 Grant Street, Noosa Heads

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