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MCU14/0024 - Response to Information Request - Attachment 4
E
E1
SCG Consulting Engineers
DETAIL SHEETS
Plumbing Requirements Class M, H1, H2 & E Sites
SLAB PENETRATIONS iN TO SATISFY
TERMITE PROTECTION REQUIREMENTS:
‘aS.
FOR SLABS SUPPORTED OH PIERS
PROWDE STAINLESS STEEL
‘SUSPENSION STRAPS FROM SLAB
WESH TO UNDERSLAB DRAINAGE.
RIS.
FOQING PENETRATION
‘STORM WATER
ORANASE PRE (€Py)
ALLOW PIPE WORK JO NOME”
‘VERTICALLY INDEPENDENT /
OF BUILDING FOOTINGS
NES
PLUMBING REQUIREMENTS —
{EPJ)'S 10 UNDERSLAG PIPE
CONMECTIOSN IN GLASS H & E (SYK)
LEGEND
(EPJ) SELECTED V-UNE "BR AMDAT JONT INSTALLED TO
MANUFACTURERS SPECIRCAIKINS. STORNPLASIICS OR
EQUALLY APPROVED:
‘SELECTED IN-UNE SWAEL JONT INSTALLED TO.
WANUFACTURERS SPEQFICATIONS. STORMPLASRCS OF
(CTP) CONPACTED CLAY PLUMBING TRENCH PLUG To STOP
WAISTURE EXTERNG UNDER THE HOUSE SLAB
(SWL) SEER WAN LN
10. INSPECTION OPENING TO SURFACE
LAGGNG = WHIMUN LAGGNG THICKNESS, 20mm FOR CLASS
‘SITES AND Ximm FOR CLASS H & ESTES
Guidelines for Drainage Installations
The ving notes and details provided are a guide only for articulation for sanitary
ming, drainage and should be read in conjunction with AS'NZ3500, AS23876 and any
valevart siandard and other requ:rements of the 8.C.
drains instalted in ground th id, unstable, expansive fe.
plan and specification should be providec by an appropriately cuatitied person. When a
compliance parmit and assessment is required by the local authority, a scii resort and all
calculations showing oroposed me draimage from poter
movements may be required,
sewer and stermater to be cons’
ants of AS25870 clauses 5.2.5.686.0 4
rovited to accommodate movemen’ pipe work wi
comply AS12860.
ming and drai
Grades fram the face of the footings.
7. Detail and support of traps at the O.R.G to be considered on site to allow for potential
lation and articulation associated with patas and pavements. The
ischarge irom
fixtures such as H.!
authority.
CLASS M Hi H2 & E SITES
Appendix Page 6 of 7
Appendices.1
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