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

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Foundation Design Report
. Ground TEST SITE B 1 TESTSITE TEST SITE 3
Date: 19th April, 2010 Level © .
Project Job Number: ES98868-B Amended 19/04/2010 ! wal PP Dl vel PP oly ep ald
Site Address: Lot 13, No.13 Grant Street, Noosa Heads . q p| |.
Local Authority: Sunshine Coast Regional Council —=T) 2 SILTY SAND
Site Classification G14 pis | 4] 2 (Brown) nn
: . og 00:
(at time of Soil Test) : 4 2 yr "y
The site classification is based upon drainage and tree issues being addressed by the installation of adequate on-site drainage" \ fo 3
measures and the installation of root barriers as outlined in Section 2.0 of the STA Consulting Engineers Reference Guides. \ L aly dato (Brown)
‘The “p" classification is due to low bearing capacities encountered in the upper natural soil profile. This feport does not cover slope stability. If this is [Medium Dense 4 Dry & Medium Dense
required, it is recommended that an independent test be carried out by a qualified Geotechnical Engineer specialising in this area. * ——— 1
Site Details Proposed Building Design Details Proposed Site Preparation Details ' ‘ i § 440 '
(at time of soiltest) (supplied by our client) (stipulated by our client) 4.0m ‘ee I - - tye = = =} - 4- wee pon de toon occ deb gan
an , . tonto é A
Vegetation: Grass and Trees Double Storey [Medium Dense] Ts sf i (White/Grey)
Slope: Gentle to Steep Block and Cladding Cut / Fill / Blocked - up | soy} § 1150 4 F Dry & Medium Dense
Drainage: Good Concrete / Timber Floor ae wo tf 4 j |
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Site preparation erg a f ah t
The construction pad is to be cleared of vegetation and loose material. The pad is to be prepared in accordance with the proposed site preparation details Vee, wet M 4
as indicated to STA Consulting Engineers (i.e. total cut etc.) If any trees are removed from the building pad area, the voids created by their dt t ‘
removal must be excavated, backfilled and compacted with suitable material. oY | ' (White/Grey)
. eo Way Dry & Medium Dense
Edge Beam Slab and Pad Footings if saan
Founding Material ereeanent 2.0m a: i }
Edge Beam and Slab : Natural Medium Dense Sand 200mm ml ¢ POL
Pad Footings for Posts & Point Loads : Natural Medium Dense Sand 200mm Tas : Qwhiteiorey) b
: i ry & Medium Dense
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I Minimum Depth of Pad Footings : | 1000mm | 2.5_| ‘ END
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Where the depth to suitable founding material is significant, excavated or drilled piers can be adopted. Where the length of drilled footing piers exceeds ,
2000mm, they are to be reinforced with 4/N12 bars tied ta an R6 spiral @ 150mm pitch or equivalent & tied into the Edge Beam Footing cage. — 1
Alternatively an equivalent pre-fabricated steel cage may be adopted. 4
Pad Footings for P and Point Loads 3.0m
Pad footings must be placed under all posts and point loads. The pad footings are to be piered to the nominated founding material and minimum depth as
specified in the above table. Pad footing depths may be reduced where refusal on shallow rock is encountered, providing bracing and tie-down Laboratory Test Results Site Sketch (Not to Scale )
Tequirements are not adversely affected. When the required bracing and tie-down requirements are not attained rock anchors must be utilised. STA
Consulting Engineers must be notified of all load bearing walis and point loads prior to construction.
Sample Location:- NIA
Masonry Articulation
All masonry walls, except retaining walls, require full height (footings to eaves) articulation @ 10 metre spacings (maximum). Refer the Building Code of Depth of Sample:- NIA 8
Australia, Vol 2 - Part 3.3.1.8. a
Certification of Soils and Design Report - Obligations of Builder and Home Owner/Occupler Liquid Limit tA t
The performance of the footings and slab or both is largely depended upon a responsible approach by the builder and owner/occupier towards vegetation : (Approx.3%)
and site drainage. Linear Shrinkage:- NIA
THE DESIGN DOCUMENTATION REFERENCE GUIDE VERSION 6002 2.1, (Download PDF copy from www.staconsulting.com.au)
1. Is part of this Foundation Design Report and this Foundation Design Report cannot be relied on without it; Y's Value:- NIA
2. Must be read and understood by the builder, C YN
3. Contains requirements and recommendations, and all requirements and recommendations must be complied with by the builder; Issi- NIA
THE HOME OWNER’S REFERENCE GUIDE VERSION 6002 1.4. (Download PDF copy from www.staconsulting.com.au)
1. Is part of this Foundation Design Report for the use of the homeowner/occupier; Y's Value:- NIA 4
2. Must be read and understood where appropriate by the homeowner/occupier, .
3. Contains requirements and recommendations, and all requirements and recommendations must be complied with by the hameowner/occupier;
4 , : 4m
Where there is ANY FAILURE of the builder or homeowner/occupier to comply with the above obligations then the RESPONSIBILITY for ANY FAILURE Y's Range 7 —— —-—
rests with the builder or homeowner/occupier. ! So 4
Y's Range:- 5to 16 i
7m
Terms
D.C.P.:- Dynamic Cone Penetrometer | O
e.UUT Allowable Bearing Capacity (kPa}
A a Pocket Penetrometer Strength (kPa) LOT 13 (No.13) GRANT STREET
B’Sc., MIE Aust (Civil, Structural) RPEQ #4425 Unable to Penetrate NOOSA HEADS
Slope Direction

 

Test Methods: AS1289 3.1.2 (liquid

 

 

 

 

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it), 3.4.1(linear shrinkage), 7.1 -1(shrink-swell)

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Design Company A Client
STA CONSULTING ENGINEERS ‘ é Monte Constructions
Unit 6, 848 Boundary Rd, Richlands, Qid, 4077 CONSULTING

ACN 129 441 890 Fax (07) 3375 9299 Ph.(07) 3363 8181 ENGINEERS PO Box 8425, Woolloongabba Qld 4102 j

 

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Site Address} -- |
Lot 13, No.13 Grant Street, Noos
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a Heads

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