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PlanDocumentation 151082 05-07-2015 07-32-46-022
Attached to the e-mail Mens Shed Building Plans For Approval.
to the top of the slab. * All purlin material has Z350 zinc coating with minimum strength of 450MPa.
GENERAL NOTES C15012,C15024 - 300mm dia x 750mm deep, centered to the C Section
These documents show the general arrangement of the building and include some items Pier Reinforcement: No reinforcement required.
not supplied (refer to the quotation for nomination of all items to be provided). All items * Concrete piers under Roller Door Jambs to be a minimum size as below:
not nominated therein shall be supplied and installed by others. C15015 - 300mm dia x 375mm deep, centered to the C Section
Where heavy traffic is to go through the roller door, it is recommended that the slab edge
DESIGN CRITERIA should be thickened to 200mm deep by 300mm wide for the length between the mullions.
Place an additional section of SL 72 mesh, 50mm from the base in all thickenings.
These building plans have been prepared to comply with the standards nominated in the
engineer's letter and itemised details in the attached Design Information Sheet. For Class H1 or H2 Sites
The plans provided here are the latest at the time of print. Earlier plans provided may * Slab thickness to be a minimum of 125mm with SL 82 mesh and 40mm top cover.
have become outdated due to engineering changes and should not be used. The plans and * Edge beam 400mm deep x 300mm wide with Y12 3 bar Trench Mesh to the perimeter
drawings are extensive and give all the information needed for a competent person to erect of the building.
the building. The building is not designed to stand up by itself when it is partially * Thickening beams 400mm deep by 300mm wide with Y12 3 bar Trench Mesh at a max
complete. Consequently, construction bracing is critical during erection. spacing of 6.2m.
* The minimum size of Piers under the columns and End Wall Mullions are nominated
The owner has been requested to check off the BOM after the building delivery. You below. When the slab and piers are poured as one pour, the depth of the pier is to the top
should check that you are able to locate all materials nominated in the BOM. You should of the slab.
also confirm that the length and size (including thickness), nominated in the BOM is what C15012,C15024 - 300mm dia x 1000mm deep, centered to the C Section
has been provided. Any missing items are the responsibility of the client once correct Pier Reinforcement: No reinforcement required.
delivery has been confirmed as per Terms and Conditions of Sale. * Concrete piers under Roller Door Jambs to be a minimum size as below:
C15015 - 300mm dia x 500mm deep, centered to the C Section
ADDITIONAL DOCUMENTATION TO BE SUPPLIED BY
PURCHASER/OWNER
The Purchaser/Owner is responsible for: BRACING NOTES
*Provision of Soils Report for the site and in the building area on which the building is to
be erected * Refer to Connection Details.
*Site/Drainage Plans * All bracing strap to be 32mm x 1.2mm G450
*Any other plans not covered by these engineering plans requested by the local Council or * Cross bracing is to be fixed taught and secured with 2 x 14.20 x 22 frame screws at
the authority each end.
* Fly bracing to be fixed to the purlins/girts at all mid portal rafters, columns and end wall
BUILDING CONSTRUCTION REQUIREMENTS mullions. The spacing between fly braces is determined by column/rafter sizes as follows:
The Purchaser/Owner is to be ensured that all building construction is carried out in C150 - maximum 1800mm spacing
C200, C250 - maximum 2200mm spacing
accordance with the Plans, the Construction Manual and the Bill of Materials (BOM). C300 - maximum 2800mm spacing
C350 - maximum 3400mm spacing
SLAB AND PIER DETAILS - GENERAL Initial measurement is from the haunch of the column/rafter, and from the rafter for any
end wall mullions.
* Design covers sites with a minimum of 100kPa safe bearing capacity and of soil * Where windows are placed in any bay where cross bracing is shown, then
classifications of A, S, M, H1 or H2 for a class 10 building. Other than this, owner to a) this can be replaced by moving the bracing to another bay OR
provide slab and pier design details. b) due to the bracing provided by the window jambs, where space permits, bracing should
* Designs are in accordance with AS 3600:2009 be placed under and or over the window.
* All concrete to be in accordance with AS 3600:2009. Minimum 25 Mpa, with 80mm * All bracing strap ends to be located as close as practical to structural members (columns,
slump. rafters, mullions) centerline.
* Concrete should be cured for 7 days before commencing construction of the building.
* Refer to connection details.
* Where columns or end wall mullions have been removed, piers are not required. BOLTS
* End wall mullion spacing may move due to location of openings or doors. Check layout
plan, and relocate piers as required. * Unless otherwise nominated, all bolts are grade 4.6 and zinc plated
* All tensioned bolts shall be tensioned using the part turn method (refer to AS4100). For
the erector, full details are in the construction manual.
For Class A, S or M Sites
* Slab thickness to be a minimum of 100mm with SL 72 mesh and 40mm top cover. OTHER MATERIALS NOTES
* The minimum size of Piers under the columns and End Wall Mullions are nominated
below. When the slab and piers are poured as one pour, the depth of the pier is * All sheeting and flashing screws are class 3, all framing screws are class 3.
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 General Notes Phone: 07 5657 8888
Page 1of 1 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 2 Print Date: 07/05/15
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Page 2
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568
Layout Phone: 07 5657 8888
Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 3 Print Date: 07/05/15
Page 3
MATERIAL SPECIFICATIONS
All dimensions are in meters. Pier sizes nominated are suitable for Class A, S or M sites. Refer to General Notes.
Building Dimensions
Categories Span Length Pitch Height Grid(s) Portal(s)
Main Building 8 12 12 3 A- C 1-4
Portal Frame Elements
Grid / Portal Number 1 2 3 4
Columns A C15012 C15024 C15024 C15012
Pier Diameter 0.3 0.3 0.3 0.3
Depth 0.75 0.75 0.75 0.75
C C15012 C15024 C15024 C15012
Pier Diameter 0.3 0.3 0.3 0.3
Depth 0.75 0.75 0.75 0.75
Rafters A - Apex C15012 C15015 C15015 C15012
Apex - C C15012 C15015 C15015 C15012
End Wall Mullions B C15012 - - C15012
Pier Diameter 0.3 - - 0.3
Depth 0.75 - - 0.75
Bay Section Elements
Grid / Bay Number 1 2 3
Bay Widths 4 4 4
Roof Purlins A - Apex Z10015 Z10015 Z10015
Apex - C Z10015 Z10015 Z10015
Roof Purlin Spacing (End) A - Apex 0.9 0.9 0.9
Apex - C 0.9 0.9 0.9
Roof Purlin Spacing (Internal Spans) A - Apex 1.052 1.052 1.052
Apex - C 1.052 1.052 1.052
Eave Purlin A C10015 C10015 C10015
C 2C10015 C10015 2C10015
Side Girts A Z10015 Z10015 Z10015
C Z10015 Z10015 Z10015
Side Girts Spacing (End) A 1.385 1.385 1.385
C 1.385 1.385 1.385
Side Girts Spacing (Internal) A 1.385 1.385 1.385
C 1.385 1.385 1.385
Roller Door Header C C10010 C10010 -
Roller Door Jambs C C15015 C15015 -
Pier Diameter 0.3 0.3 -
Depth 0.75 0.75 -
PA Door Header C - - DJHEAD
PA Door Jambs C - - DJ100/3300
End Bay Section Elements
Grid / Portal Number 1 4
End Girts A- B Z10015 Z10015
B-C Z10015 Z10015
End Girts Spacing (End) A - B 1.385 1.385
B-C 1.385 1.385
End Girts Spacing (Internal) A - B 1.385 1.385
B-C 1.385 1.385
Sheeting Elements
Categories Colour Product
Roof Zincalume Corodek 0.42 BMT (0.47TCT)
Wall Colorbond Corodek 0.42 BMT (0.47TCT)
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Specification Sheet Phone: 07 5657 8888
Page 1of 1 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 4 Print Date: 07/05/15
Page 4
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568
Bracing Phone: 07 5657 8888
Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 5 Print Date: 07/05/15
Page 5
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Concrete Piers Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Phone: 07 5657 8888
(PIER MEASUREMENT ONLY)
Fax: 07 5657 8899
Not to Scale Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 6 Print Date: 07/05/15
Page 6
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Slab Dimensions Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Phone: 07 5657 8888
Also refer to Concrete Piers Plan
Fax: 07 5657 8899
Not to Scale Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 7 Print Date: 07/05/15
Page 7
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Connection Details Phone: 07 5657 8888
Page 1of 7 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 8 Print Date: 07/05/15
Page 8
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Connection Details Phone: 07 5657 8888
Page 2of 7 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 8 Print Date: 07/05/15
Page 9
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Connection Details Phone: 07 5657 8888
Page 3of 7 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 8 Print Date: 07/05/15
Page 10
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Connection Details Phone: 07 5657 8888
Page 4of 7 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 8 Print Date: 07/05/15
Page 11
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Connection Details Phone: 07 5657 8888
Page 5of 7 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 8 Print Date: 07/05/15
Page 12
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Connection Details Phone: 07 5657 8888
Page 6of 7 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 8 Print Date: 07/05/15
Page 13
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Connection Details Phone: 07 5657 8888
Page 7of 7 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 8 Print Date: 07/05/15
Page 14
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Flashing Fixing Details Phone: 07 5657 8888
Page 1of 3 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 9 Print Date: 07/05/15
Page 15
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Flashing Fixing Details Phone: 07 5657 8888
Page 2of 3 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 9 Print Date: 07/05/15
Page 16
SHOWERS ENGINEERING PTY LTD
Purchaser Name: Mens Shed Pomona ACN: 075 007 144
MIE Aust. (Registered NPER Structural & Civil) 321787
Seller: Wide Span Sheds QLD : RPEQ No. 1547; VIC : EC24162; TAS : CC4600H; N.T : 46926ES;
Steelx Pty Ltd Practising Professional Structural & Civil Engineer
Site Address: School Street POMONA QLD Australia 4568 Flashing Fixing Details Phone: 07 5657 8888
Page 3of 3 Fax: 07 5657 8899
Email: [email protected]
Signature: R.J. Showers Date: 07/05/15
Drawing # WSS151082 - 9 Print Date: 07/05/15