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ES_173527_BR_1059006_Conv_Lot 497 10 HILL STREET SUNSHINE BEACH QLD(C) · MCU18/0006.02
Attached to the e-mail Hill Street .msg.
Attached to the e-mail Hill Street, .eml, inside Generally in Accordance Application MCU18/0006.02 - Cover email - Plans.
Project Job No. 173527
Plumbing Guidelines
Edge Beam and Slab Thickening Pipe Penetrations
Edge Beam Footing Slab Thickening
Slab Surface
Not Allowed Slab Fabric
Not Allowed D/3 Not Allowed
Refer Detail
Pipe and Lagging Pipe and Lagging Below
Allowed D = Depth of Footing + Slab
D/3 Allowed Pipe and Lagging
Providing Min Footing Depth
Maintained Below Pipe
Nominated Footing Reinforcement
Depth Must be
Refer Detail Maintained Below Allowed Refer Detail
D/3
Below Pipe Below
Notes: Base of Footing
Allowed The edge beam or slab thickening reinforcement shall not Allowed
be cut to allow for the placement of pipes. If the pipe is to
be located in this area the footing must be excavated
Where the Pipe deeper to allow for the placement of the reinforcement.
Passes Beneath
300 Min The edge beam must not be jackhammered for the
the Footing, Piers
placement of pipes.
are to be Placed
When the pipe penetrates the footings or
in this Area
slab thickenings within the lower 1/3 they
must be excavated deeper to maintain
the cover as specified.
Local Deepening of Edge Beam Footing or Slab Thickening
Edge Beam Footing Slab Thickening
Slab Mesh
Trench Mesh
40 mm Min Cover
40 mm Min Cover
Nominated Depth
Pipe and Lagging
40 mm Min Cover 1000 mm 1000 mm
Extra Depth
Reinforcement
Nominated Footing 40 mm Min Cover
When the pipe penetrates the footings or
Depth slab thickenings within the lower 1/3 they
Pipe and Lagging must be excavated deeper to maintain
When the pipe penetrates the footings or
the cover as specified.
40 mm Min Cover slab thickenings within the lower 1/3 they
Extra Depth must be excavated deeper to maintain
40 mm Min Cover the cover as specified.
Reinforcement
Service Line Location and Piering
Minimum Pipe Lagging
The service trenches must not
be located within the zone of Zone of
T influence of the footings. Influence
Alternately the edge beam
CLASS LAGGING THICKNESS (T) be piered below the zone of 45 Degrees for Clay Soils
influence of any services. 30 Degrees for Sand Soils and Fill
S, M 20
300 Min
H1, H2, E 40
STA CONSULTING ENGINEERS
Brisbane North (Milton) (07) 3071 7444 Brisbane South (Rocklea) (07) 3071 7444 Gold Coast (07) 5522 1995 Mackay (07) 4960 4800
Client
DJK Electrical Services
Site Address
Lot 497 10 HILL STREET SUNSHINE BEACH
Townsville (07) 4766 8741 Rockhampton (07) 4994 9810 Newcastle (02) 4032 6450 TBA SUNSHINE BEACH 4567 4567
Page 10 of 14
email: [email protected] webpage: www.staconsulting.com.au
STDCON 2014-14-05
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