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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
Typical Slab Edge Edge Beam to Patio
Post type indicative Thickening Detail Connection Detail
Only
Post Step 300
Slab Mesh as
Stirrup &Fixing
per main slab Slab Mesh Blocked-up Footing Detail
25 mm top cover
by others Patio Slab poured with (200 Series Blockwork)
the main slab area As per
Main Slab
200 100
Compacted Fill 500
min. Form up Edge or
Slab Fabric
Knock out Blocks
Lap slab mesh
100 300 min.
As per Vapour Barrier as As per 200 Slab As Per
Starter Bedding Sand
Edge Beam per AS 2870 Edge Beam Min X-Section
Bar 50 mm Min.
Trench Mesh
300 Strip Footing as per 300 30 Cover
edge beam 1600
Max
Drilled Pier Drilled Pier Reinforcement Bars (refer table below)
(where required) (where required) Min. 300 mm embedment into footing
Wall Height Reinforcement
0 - 600 N12's @ 1000 mm c/c
350 350
Patio Option A 600 - 1600 N12's @ 400 mm c/c
Reinforcement Bars
600 500 Min Embedment
400
Typical Slab Edge Edge Beam to Patio
Thickening Detail Connection Detail 3L12TM Top & Bottom
Post type indicative R6 Ligatures at 900 Centres
Only Ableflex or 40 Cover
Slab Mesh as
similar 300
per main slab 300
Post Step
25 mm top cover
Slab Mesh Notes:
Stirrup &Fixing
by others Patio Slab poured seperate Drilled Piers
Where Required - Retaining wall footings to be founded to the
to the main slab area As per
recommended founding material as per page
100 Main Slab
200 Compacted Fill
1 of the report.
min.
- All excavations to be finished cleaned and
Lap slab mesh 350 horizontal.
As per 300 min. Vapour Barrier as
Bedding Sand As per
Edge Beam Starter 50 mm Min. per AS 2870 - The retaining wall is not to be backfilled for
Edge Beam a minimum of 1 week after concrete core filling.
Bar
- All cores to be infilled with concrete grout -
Trench Mesh 18MPa minimum.
300 Strip Footing as per 300 - No surcharge is to be placed onto the wall
edge beam during backfilling.
Drilled Pier Drilled Pier
(where required) (where required)
350 350
Patio Option B
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 4567
Townsville (07) 4766 8741 Rockhampton (07) 4994 9810 Newcastle (02) 4032 6450 TBA SUNSHINE BEACH 4567
STDCON.2014-14-05 Page 4 of 14
email: [email protected] webpage: www.staconsulting.com.au
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