Garage extension

   

 

 

 

 

 

 

 

 

 

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Footing & Slab Plan Edge Thickening: ET-01 Detail A Slab & Block

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Typical Section

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Retaining Wall
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COMMENTS

On-site measurements take precedence over
drawing dimensions

The Builder/Contractor shall confirm all relevant levels
prior to commencing works

FP: 360 diam. Fasting piers at 2.0m centres
founded into natural medium dense silty sands
or founded 300mm below critical depth line,
whichever is the greater.

ET-01: 350 (w) x 400 (d) edge thickening
Refer Detail

All Footings are to be founded into natural
medium dense silty sands or supported on
footing piers at 2.0m centres founded 300

into natural medium dense silty sands.

Slab: Under slab fill shall exceed 300mm

in depth and must be tracked rolled with the
excavator making 6 passes.

Sections A & B and
Engineers Details

 

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QOS
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Murray Lyons: BSA Lic.No, 1078033
Telephone/Fax: 5474 8449 Mobile: 0413 878 970
Email. [email protected]

[Client: ]
Mris,P & R Goldsbrough

[Project address |
4 Arkana Drive

Noosa Heads
[Project |
Proposed extension & Alterations

to existing residence

Scale: 1:50 & 1:20

Drawn by: Murray Lyons

Date: March 2015

Job No: 133

Drawing No: 03 - 1339 - 155

Sheet No: 3of4