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Appendix A - Proposal Plans
Plans and drawings
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m
11
m
m
59
150.6m
50.
1
186
187m
.97
m
Mr Vic Bacud Jr COPYRIGHT: This drawing remains the
Site Plan - 1073 Sheet 1 of 1 Date: 27/09/2022 Intended Page Size: A3
Registered Professional Engineer
MIEAust CPEng
property of Mecano Sheds Pty Ltd and is Pomona Kin Kin Intended Page Orientation: landscape
provided for the use described and may
RPEQ 3647 not be used or reproduced in whole or in Road, Kin Kin
NPER-3: Civil and Structural part without express written permission.
ABN: 15 642 947 528 [email protected]
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Page 2
Colours and Cladding
Location Value
Birch CORRUGATED SHEETING 762MM COVER X 0.42MM
Roof
HIGH TENSILE
Trim Monolith
Gutter Type Quad
Gulf CORRUGATED SHEETING 762MM COVER X 0.42MM
Walls
HIGH TENSILE
Roller Doors Monolith / Monolith
Roof Pitch 12
(G1) (S2)
3300 (gutter)
3610
900
2880
1200
4006 3000 740 2700 10850 1200 1950
554
11000 6000 14000
(G2) (S1)
4469mm (apex)
900
2880
1200
2700 2045 1200 10755
556
11000 14000 6000
Mr Vic Bacud Jr Proposed Structure For:
COPYRIGHT: This drawing remains the DWG NO: Cb9q8y-0722-1 Sheet 1 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
Page 3
General Notes
1. These notes are to be read in conjunction with other relevant drawings and
specifications. Any discrepancy to be referred to the Engineer.
2. All dimensions are to be checked on site before work starts. Variations to be
confirmed and agreed. Dimensions shall not be obtained by scaling the drawings.
Steelwork
1. Cold formed steel sections of 1.2mm thickness or less shall have a minimum yield
stress of 500MPa and 450MPa for greater thickness.
Windows
1 x W1 - 900x1200 (SF) 2. Cold formed girts and purlins shall be Lysaght, Stramit, Mecano or equivalent sizes,
1 x W1 - 900x1200 (SF)
Rollers and sections properties. Fabrication shall comply with all manufacturer's catalogue and
1 x - 3610x3100
1 x - 2880x2800 manuals conforming to 4600:2018, The Cold Formed Steel Structures Code.
1 x - 2880x2800 3. All M16 bolts shall be 8.8/S, 830MPa Minimum Tensile Strength to AS1252 and all
M12 bolts shall be 4.6/S, 400MPa Minimum Tensile Strength to AS1111.
14000
4. Steel flat bars, angular bars, universal beams/columns shall be Grade 250 to
W1
AS3679, with a 410MPa Minimum Tensile Strength.
5. RHS and SHS shall be as indicated in the drawing to comply with AS1163 and
AS4100
· Tru Blu, Big Blu with 350MPa minimum yield strength
· Greens Tuf with 450MPa minimum yield strength.
12° Fall
6. Roof, wall, sway braces and fly braces shall be as shown in the drawing, or to
manufacturer's manuals.
7. All weldments shall be 6mm fillet minimum and to receive an appropriate coat of anti-
corrosive paint before any final finish coating is applied.
8. Stability of the structure during construction is the Builder's responsibility. Provide
suitable temporary bracing as needed.
Gable Awning
6000mm
11000
11000
Earthwork
1. All vegetation, roots, top soil and unsuitable materials within the building area shall
be stripped as required. Approved filling materials shall be evenly spread and
adequately compacted to 90% SRD. Approximate soil bearing capacity shall be at least
100KPa. Client is advised to obtain Engineer's soil report, or local Council advice with
regards to the soil condition of the site. Concrete sizes are based on "M" or "S" soil
types. Footings founded on natural stiff ground.
12° Fall
2. Base course to slab shall be as shown in the drawing.
3. Site drainage shall be maintained at all times before and after construction, to prevent
increase in moisture content in the supporting soil for foundation, slab and other
components on ground. Water down pipe shall be extended at least 1.0m away from
the edge of ground beam/slab towards a drain out.
4. Termite soil poisoning under the slab shall be applied to AS3660.1:2014, if required
W1
by Local Authority.
14000
5. Owner of the building is advised to obtain a copy of "Guide to Home Owners On
Foundation Maintenance And Footing Performance"
Mr Vic Bacud Jr Proposed Structure For:
COPYRIGHT: This drawing remains the DWG NO: Cb9q8y-0722-1 Sheet 2 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
Page 4
Member Schedule
description value
Mid Portals C-SECTION: 250x75x2.4
End Portals C-SECTION: 250x75x2.4
End Mullions C-SECTION: 250x75x2.4
Wall Battens TOP HAT: 64x0.95 - Lapped 700
End Wall Battens TOP HAT: 64x0.75 - Lapped 550
Wall Batten Spacing 1000
1900
552
7100
Wall Bracing STRAP: 30x1
352
4050 4000 4000 7300 7300
967 966 967
967
Awning (Side: G1) Member Schedule
3300 (gutter)
4050 750 600 750
600 7300 7300 600
966
description value
4050 750 600 750
600 7300 7300 600
Main Portal C-SECTION: 250x75x2.4
967
200 4050 750 600 750
600 7300 7300 600 200
Beam C-SECTION: 150x75x1.2
11000 6000 14000
1900
552
7100
552
4469mm (apex)
8600 3150 3150 7300 7300 4050
967 966 967
967
600 7750 7300 7300 4050
966
600 7750 7300 7300 4050
967
200600 7750 7300 7300 4050 200
11000 14000 6000
1 x M12 TO RAFTER
BATTEN RAFT
ER
4 x M12 High Tensile
MULLION FIXED TO Bolts
1 x 12/14 INNER SIDE OF WEB
Fly Brace tek per leg 2 x M12 TO MULLION
103 x 0.42 Galv. strap 2x Threaded Rod Hold
for 64TH Battens
132 x 0.55 Galv. strap FOLDED TO SUIT
Down Bolt
for 125TH Battens ANGLE OF
2 x 12/14 WEB LIP RAFTER
teks
FLY BRACE DETAIL HOLD DOWN BRACKET -
6mm Welded Base Plate
MULLION CONNECTION
Mr Vic Bacud Jr Proposed Structure For:
COPYRIGHT: This drawing remains the DWG NO: Cb9q8y-0722-1 Sheet 4 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
Page 5
1134
3 Fr
ame
Diag
onal
Apex Plate
Knee Plate
4404 to top of apex plate
3235 to top of knee Plate
3300 Shed Total Height
Base Plate
10872 from outside of both columns
64
64
11000 Slab Size
X AFTE
R (R1
)
MID R
8xM12
BOLTS
2 x 12-14 teks to Flange
8xM12 1)
4 x 12-14 teks to Web
BOLTS MID R
AF TER (R
X
E
8x12-14x20
AC
30
BR
HAUNCH / APEX BRACE
20
8x12-14x20
EE
30
TEK 8 x 12/14 teks 20
150
KN
TEK
150
15
SCREWS
15
158
147
SCREWS APEX PLATE C Flange
Section of Brace
C Flange
Section of Brace
MID COLUMN (C1)
KNEE PLATE
Mr Vic Bacud Jr Proposed Structure For:
COPYRIGHT: This drawing remains the DWG NO: Cb9q8y-0722-1 Sheet 5 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
Page 6
Member Schedule
description value
Roof Purlin TOP HAT: 64x0.95 - Lapped 700
14000
Roof Purlin Spacing 900
150C12
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350 Roof Bracing STRAP: 30x1
150NC24
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
11000
11000
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
64TH0.95 @ 6300 64TH0.95 @ 7650 64TH0.95 @ 7350
150NC24 150C12
14000
Lap
Top Hat
Rafter / Truss
2x 12-14 Teks
2x 12-14 Teks
4x 12-14 Teks
Mr Vic Bacud Jr Proposed Structure For:
COPYRIGHT: This drawing remains the DWG NO: Cb9q8y-0722-1 Sheet 6 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
Page 7
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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Page 8
Compliance certificate for building design or specification Queensland Government This form is to be used by an appointed competent person for the purposes of section 10 of the Building Act 1975 and sections 73 and 77 of the Building Regulation 2021 (Design-specification certificate) stating that an aspect of building work or specification will, ifinstalled or carried out as stated in this form, comply with the building assessment provisions. Additional explanatory information is included in the Appendix at the end of this form. 1, Property description This section need only be completed if dotails of ctract addrace and property description are applicable. E.g. in the case of (standard/generic) pool design/shell manufacture and/ or patio and carport systems this section may not be applicable. The description must identify all land the subject of the application. The lot and plan details (e.g. SP/RP) are shown on title documents or a rates notice. if the plan is not registered by title, provide previous lot and plan details. Street address (include number, street, suburb/locality and postcode) 1 lomona Kin Kin Road, Kin Kin Lot and plan details (attach list if necessary) 2/RP196994 2.Description of aspect/s certified Clearly describe the extent of work covered by this certificate, e.g. all structural aspects of the steel roof beams. 11x 14 x 3.3 Boltup Shed C2 12° at 1073 Pomona Kin Kin Road, Kin Kin QLD 4571 Slab & Footings N3 and C2 (Ultimate Wind Speed: 57m/s Non-Cyclonic and 70m/s Cyclonic) 3.Basis of certification Detail the basis for giving the certificate and the extent to which tests, specifications, rules, standards, codes of practice and other publications were relied upon. AS1170.0, 0.1, 0.2, AS4600, AS4100, AS3600, AS2870 Engineering Principles - NCC 2019 Siruciure Engineered iv: 701s Wind Speed Site Wind Speed: 56m/s - Refer to drawing: data_map.pdf Footings Founded on Natural Stiff/[Dense Ground or Controlled Fill. Min 100KPa soil bearing pressure. “Open Design" Building Regulation 2021 © Section 73 and 77 * Form 15 © Version 1 © September 2021 Page 1 of 3
Page 9
4. Reference documentation DWG NO. Cb9q8y-0722-1 Sheets 1-7 Clearly identify any relevant documentation, e.g. numbered structural engineering plans. 5. Building certifier reference Building certifier reference number number and buiiding deveiopment application number (| wvvserevssstssssssssonensnnnnnnnncnnnnnnnnnnsnennneseenesssenesssunnntnnnnnnnnunnnnnannnnssbensssssssesssseeseseeeneesees Building development application number (if available) 6.Appointed competent person Name (in full) details Mr Vic Bacud Jr Under Part 6 of the Building Company name (if applicable) Contact person Regulation a person must be : ‘ , Mectech Designs Pty Ltd Aidan Patrick assessed as a competent for the type Joon ce eccrsas cccssessessesssessessssssssnsassussesunsessueseneseee WG of work (design-specification) by the Business phone number Mobile number relevant building certifier. eee S (07) 5487 1466 Email address [email protected] Postal address PO Box 758 Gympie State [Postcode 4570 Licence class or registration type (if applicable) Civil/Structural MIEAust CPEng, RPEQ 3647, NPER-3: Civil and Structural 7. Signature of appointed competent person This certificate must he siened hy the Hs COMUNCare Must oc signed oy the individual assessed and appointed by the building certifier as competent to” | Ref: Pomona Kin Kin Cabins Pty Ltd (Richard Mathison) give design-specification help. LOCAL GOVERNMENT USE ONLY Date received Reference number/s Building Regulation 2021 © Section 73 and 77 © Form 15 © Version 1° September 2021 Page 2 of 3
Page 10
Appendix - explanatory information IMPORTANT NOTE: it is an offence for a competent person to give a building certifier a document, including this form, that the person knows or reasonably suspects, is false or misleading. Who can complete this certificate? (sections 10 of the Building Act 1975 (Building Act) and 73 of Building Regulation 2021 (BR 2021)) A building certifier can accept from a competent person (design — specifications) a certificate stating that the competent person has assessed the building design or specification for the aspect of building work, and it will, if installed or carried out under the certificate, comply with the building assessment provisions, including any relevant standards and codes. Schedule 10 of the BR 2021 defines building design or specification as any material, system, method of building or other thing related to the design of or specifications for building work. For a competent person to meet the regulation requirements (section 77 of the BR 2021) they must substantially complete all sections of this form, including information, such as the design of a particular material, system, method of building or that a building element complies with the Building Code of Australia or a provision of the Queensland Development Code. It is also important that the details of the relevant reference documents are included, for example, the applicable Australian Standards or other technical provisions that may be applicable to the subject work. What is the purpose of this form? (section 10 of the Building Act 1975) The information in this form informs the building certifier’s decision making when they are assessing a building development application and issuing the building development approval for the building work the subject of the certificate (form). When is this form not required? The assessment of some building applications will be entirely within the expertise of the relevant building certifier and therefore they may not seek the help of a competent person. In these instances, this form is not required. Is a manufacturer or supplier required under the BR 2021 to complete and sign this Form 15, if requested? No. A manufacturer or supplier of building materials is not required to complete and give this form or any aspect and inspection certificates if requested by a construction contractor, builder, appointed competent person, or a building certifier. However, a manufacturer or supplier may give the construction contractor, builder, competent person or the building certifier evidence of suitability such as a manufacturers statement for an aspect or material that it is compliant with the relevant reference documents in the BCAi.e. the applicable Australian Standard/s. What if there is not enough space for all the supporting material/documents? Items 2, 3 and 4 requires the competent person to clearly identify the extent of the assessment that was undertaken for aspect/s of work identified in this form. For instance, there is provision for material such as specifications, standards, codes or other relevant publications to be referenced in the form. However, if the space in the form is not sufficient to accommodate all of this material, you can create and refer to additional material in an addendum or attachment to the form. The form is also available in a Microsoft Word version, that you can download and edit to include additional material in the relevant parts of the form. Note that editing the form in the Microsoft Word version may cause the relevant boxes to expand and increase the length of the document. This is acceptable and does not change the approved form, provided the section text (description on the left- hand side of the page) is not altered. Appointed competent person (design or specification) — (sections 34 and 36 of the BR 2021) A building certifier must assess and decide to appoint an individual as a competent person before they can, as a competent person, give design-specification help. The building certifier is required to keep detailed records about what was considered when appointing a competent person. A building certifier must be satisfied that an individual is competent to give the type of inspection help having regard to the individual’s experience, qualifications and skills and if required by law to hold a licence or registration, that the individual is appropriately registered or licensed. An individual is appointed as competent to give design-specification help on or from a particular day. The building certifier can also decide an individual is a competent person (design-specification) and a competent person (inspection) at the same time or for the same systems or components of the work. For further information about assessment of someone as a competent person refer to the Guideline for the assessment of competent persons. PRIVACY NOTICE The Department of Energy and Public Works is collecting personal information as required under the Building Act 1975. This information may be stored by the Department, and will be used for administration, compliance, statistical research and evaluation of building laws. Your personal information will be disclosed to other government agencies, local government authorities and third parties for purposes relating to administering and monitoring compliance with the Building Act 1975. Personal information will otherwise only be disclosed to third parties with your consent or unless authorised or required by law. Building Regulation 2021 © Section 73 and 77 © Form 15 © Version 1 © September 2021 Page 3 of 3