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Appendix A - Proposal Plans
Plans and drawings: the text below has words only, no drawings.
Damp-proof Membrane SHS Post
400 min. 2xN16x125mm Chemset 75 Min. 240x80x10mm Base Plate
400 min. 2/M12x125mm Chemset
100 min. Slab Mesh (as Detailed) 100 Anchors to Base Plate 2x14mm Holes@175mm Sp
100 min. Slab Mesh (as Detailed) 100 Anchors to HD Plate Slab Mesh (as Detailed)
1 on 20 fall
FSL 1 on 20 fall
100
FSL
400mm Min. R10 ligs at 400 C/C or 200 Micron Plastic
N12 ligs at 600 C/C. Membrane (DPM). Typ. R10 ligs at 400 C/C or
N12 ligs at 600 C/C. 200 Micron Plastic
900 Min.
(if No "Z" Cage)
250mm Min.
400mm Min.
2 N12 Bar Top (if no "Z" Cage) (if No "Z" Cage) Membrane (DPM).
250mm Min.
R10 "Z" Bar at 400 C/C or 2 N12 Bar Top 15
N12 "Z" Bar at 900 C/C. R10 "Z" Bar at 400 C/C or
If Slab not Cast with Footing 350mm Post Footing
N12 "Z" Bar at 900 C/C.
L11TM300 or "Z" Cage If Slab not Cast with Footing 350
350 Z17X30810 (ARC) L12TM300 or "Z" Cage TYP. SHS POST FOOTING DETAIL - PF3
350 TZ20X30612 (ARC) Not to scale H
TYP. EXTERNAL EDGE BEAM - EB1 MIN 150
Not to scale TYP. PF2 & EXTERNAL EDGE BEAM DETAIL 600 20
Load bearing wall Not to scale
Construction Joint CJ - Damp-proof Membrane
10mm Ableflex & Sealant 400 min. SHS Post R10 "Z" Bar @ 400 or DOWEL EXPANSION JOINT
Ref. Arch. Drawings Slab Mesh (as Detailed) 100 N12 "Z" Bar @ 600mm Ctrs
Slab Mesh (as Detailed) 100
Slab Mesh (as Detailed) 1 on 20 fall
FSL
100
200 Micron Plastic
400mm Min.
Controlled Fill Membrane (DPM). Typ.
50mm Comp. sand fill Ref. Notes SL81 Mesh
200 Micron Plastic
250mm Min.
2 N12 Bar Top (if no "Z" Cage) 900mm Min. N12 Cogged Tie-Bar
Membrane (DPM). Typ. H
150 min. MIN 150
R10 "Z" Bar at 400 C/C or 350mm Bored Pier to be 600
N12 "Z" Bar at 900 C/C. founded in Weathered Rock
If Slab not Cast with Footing or 150kPa Soil Profile - T.B.C
R10 ligs at 400 C/C or 150 SQ x 8mm Base Plate
N12 ligs at 600 C/C. L11TM300 or "Z" Cage
Z17X30810 (ARC)
6mm CFW to SHS 450 DOWEL CONTRACTION JOINT
(if No "Z" Cage) 350
TYP. THICKENED EDGE BEAM - EB1/IB1 & PF2
TYP. EXTERNAL EDGE BEAM - EB2 Not to scale
Not to scale C35030 Post
240
C35030 Post 225x150x10mm "L" Bracket 40
1000mm Max. 240mm Wide; 4xM16 Galv. Bolts 40 160
100
Slab Mesh (as Detailed) Internal load - bearing wall 40 3xM16 Chemset Bolts-200 Embed.
R10 "Z" Bar @ 400 or
60 125
60 125
N12 "Z" Bar @ 600mm Ctrs 40
225
225
40
75
Slab Mesh (As detailed) 80
400mm Min.
FSL
1 on 20 fall CONSTRUCTION JOINT
400
Sand Fill 100
200 Micron Plastic
Membrane (DPM). Typ. 200 Micron Plastic
R10 "Z" Bar at 400 C/C or Membrane (DPM). Typ.
R10 ligs at 400 C/C or N12 "Z" Bar at 900 C/C. SL81 Mesh or L11TM300
N12 ligs at 600 C/C. If Slab not Cast with Footing 900mm Min. N12 Cogged Tie-Bar
(if No "Z" Cage) L11TM300 or "Z" Cage 450mm Bored Pier to be
350 Z17X30810 (ARC) founded in Weathered Rock
or 150kPa Soil Profile - T.B.C
TYP. INTERNAL BEAM - IB1 150 min.
350
Not to scale 450
TYP. THICKENED EDGE BEAM - EB1/IB1 & PF1
Not to scale
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
Email: [email protected]
Rev. No. Drawn Amendment Details
0
Drawn
CJF
Checked
CJF
Date
Site Classification: M Blackall Range PO Box 342, MAPLETON, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 15 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-S15 1
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