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Appendix A - Proposal Plans
Plans and drawings
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Log in to see the plans as drawn Refer to Construction Drawings for Exact tiedown and rebate locations
Slab Specs
description value
For Up to 5 Tonne GVM Vehicles: SL72 Mesh, 100mm Thick
6000 14000
For Up to 10 Tonne GVM Vehicles: SL72 Mesh, 125mm Thick
Thickening Beam (see detail)
For Up to 25 Tonne GVM Vehicles: SL82 Mesh, 150mm Thick
Perimeter Beam Width: 250, Depth: 250
Column/Mullion Footing (with slab) Size: 450 x 450, Depth: 1150
Column/Mullion Footing (without slab) Size: 450 x 450, Depth: 1600
mm
30
m
4m
25
80
:1
RD Rebate
7 Steelwork
11000
11000
:1
al
al
1. Reinforcing round bars shall be as indicated in the drawing.
on
n
go
g
a
Di
50mm Lower
Dia
lab · Low strength plain bars to AS4671-250R, Marked "R"
b
S
Sla
· Low strength deformed bars to AS4671-250Y, marked "S"
· High strength deformed bars to AS4671-400Y, marked "Y"
2. Wire mesh reinforcement for concrete slab shall be F62 with 30mm top cover for light
loading & F72 to F82 for heavier.
Concrete Work
RD Rebate
RD Rebate
1. Concrete for footing shall be 20MPa and 25MPa for slab, minimum compressive
strength at 28th day with 20mm maximum aggregate size. At concrete pouring, slump
shall be from 60mm to 100mm dependent from site conditions and shall be vibrated by
Thickening Beam (see detail)
an approved method. Curing of concrete shall be done just after initial set for 3 to 7 days
continuous.
14000 2. All crack control joints shall be 6mm wide x 20mm deep saw cut. 9200 Maximum
centres.
3. Reinforcement shall be aligned correctly using approved spacers.
4. Prior to concrete pour, Builder shall comply to all Council requirements, seek advice
and perform the best building practice.
250
DOMESTIC SHEDS AND FOR
MACHINERY Up to 5 Tonne
300
Continuous Edge Beam
TYPICAL FOOTING PLAN
20 mm x 6 mm R16 @ 600 GALV.DOWEL
MESH
300 SAWCUT SAW CUT x 600 LONG.
SLAB MACHINERY Up to 10 Tonne 10mm FLEXIBLE SEALANT
AND SEALANT
Trench Mesh (optional)
DEPTH THICKNESS
FROM TOP
OF SLAB CCJ
0.2 mm VISQUEEN (See Note) 400
UNDER ALL SLAB
WIDTH
CONTINUOUS PERIMETER BEAM
Footings Under
Portals and 350 DOWELLED CONSTRUCTION JOINT (D.C.J.)
Mullions Only
MACHINERY CRACK CONTROL JOINT - CCJ
Up to 25 Tonne IF REQUIRED
NOTE: NUMBER OF FOOTINGS DEPENDS ON NUMBER OF COLUMNS AND MULLIONS
Trench Mesh (optional)
600
DETAIL C --- REINFORCEMENT OVER VEHICLE
OPENINGS
Mr Vic Bacud Jr Proposed Structure For:
COPYRIGHT: This drawing remains the DWG NO: Cb9q8y-0722-1 Sheet 7 of 7 DO NOT SCALE
Registered Professional Engineer Pomona Kin Kin Cabins Pty Intended Page Size: A3
property of Mecano Sheds Pty Ltd and is JOB-REF: 12674TS Date: 27/07/2022 Intended Page Orientation: landscape
MIEAust CPEng provided for the use described and may Ltd (Contact Richard
RPEQ 3647 not be used or reproduced in whole or in Mathison) To ensure the Validity of this Engineering and prevent fraudulent use, please scan the QR Code or visit:
NPER-3: Civil and Structural Located At:
part without express written permission.
ABN: 15 642 947 528 [email protected]
mectech.com.au/validate/eng?id=Cb9q8y-0722-1
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