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Appendix A - Proposal Plans
Plans and drawings: the text below has words only, no drawings.
A B C D E F
30240.00
EB1 EB1 EB1 EB1 EB1
6
PF1 PF1 PF1 PF1 PF1 PF1
EB1
EB2
CJ
CJ
IB1
IB1
IB1
IB1
EB1
DEJ
DEJ
5 PF2
IB1 IB1 IB1 IB1 IB1
PF2 CJ CJ PF2 CJ PF2 CJ PF2 CJ CJ
4 PF2
EB1
IB1
IB1
IB1
IB1
14240.00
CJ
CJ
EB1
EB2
IB1 IB1 PF3 IB1 PF3
3 PF1 CJ IB1 CJ PF1 EB2 CJ PF1 CJ PF1 CJ PF1 CJ PF1
L11TM300 or 3xN12
Barx1200mm Long
EB1
DEJ
DEJ
EB1
CJ
CJ
CJ
IB1
EB2
IB1
IB1
2 PF2 PF2
1
PF2 EB1 PF2 EB1 PF2 EB1 PF2 EB1 PF2 EB1 PF2
FOOTING BEAM & SLAB ON GROUND INFORMATION
SITE CLASS TYPE OF
CONSTRUCTION
FOOTING BEAM
DEPTH (D) mm (Min)
FOOTING BEAM
REINFORCEMENT
FOOTING BEAM
SPACING C/C (m)
SLAB MESH
SLAB LENGTH SLAB LENGTH SLAB LENGTH
FOUNDATION PLAN NOTE:
The information provided on these drawings has been derived solely from the
<18m >18m & <25m >25m & <30m N.T.S Architectural Drawings provided to Blackall Range Consulting Engineer (The Engineer).
FOOTING BEAM & L11TM300 or Z Cage No allowance has been made, other than the site soil conditions shown on the Drawings.
CLASS - M 400 min. >5.0 & <6.0 SL72 SL82 SL92 PF1 - 450mm Dia. C-PURLIN POST FOOTING - BORED PIER; MIN. Where site soil conditions, at the building site differs from that shown on the Structural
SLAB ON GROUND Z17X30810 (ARC) DEPTH (U.N.O) - FOUNDING INTO 150kPa SOIL PROFILE OR WEATHERED ROCK. drawings the Builder shall contact The Engineer for clarification prior to work continuing.
Where discrepancies or anomalies between architectural and structural drawings and
PF2 - 350mm Dia. POST FOOTING - GALV. SHS POST; MIN. 1200mm
DEPTH (U.N.O) - FOUNDING INTO 150kPa SOIL PROFILE OR WEATHERED ROCK. averse site conditions are found such as; member sizes, span and connections, post
footing and foundation, post size, fill areas, tree roots and stumps within foundation
100mm REINFORCE CONCRETE SLAB - MESH (TOP) AS SPECIFIED. areas, rock or rock floaters, backfilled trenches within the foundation area, layers of
unconsolidated soil material below the level where Site Investigation boreholes
termination has not been allowed for. It is the responsibility of the builder to contact The
Engineer where any of the above arise, such that the design can be verified and
amended where required.
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0
Drawn
CJF
Checked
CJF
Date
Site Classification: M Blackall Range Email: [email protected]
PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 14 of 21
Mobile: 0419140465
Date Issued: Nov 2024
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
TONY MORRISSEY PROPOSED SHED CAD File:
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 Campbell J Foster 695 COLES CREEK ROAD DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
Terrain Category: 2.5 MEIAust (CPEng Civil), RPEQ 7228, NER
COORAN 2024-1079-S14 1
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