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PlanDocumentation TSSC214004
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GENERAL NOTES * Pier Reinforcement: for any piers over 1100mm, deformed bar to within * Cross bracing is to be fixed taut and secured with 14.20 x 22 frame screws
These documents show the general arrangement of the building and include 100mm of base and minimum 75mm top cover. Minimum side cover 75mm, at each end, quantity as per connection details.
some items not supplied (refer to the quotation for nomination of all items to be maximum 100mm. Rod to be caged horizontally at least twice and at a * Fly bracing to be fixed to the purlins/girts on all mid portal rafters, columns
provided). All items not nominated therein shall be supplied and installed by maximum of 300mm spacing.Tie with a minimum of 6mm diameter cage tie. and end wall mullions. Fly bracing is to be fitted to every second purlin/girt, or,
others. Where pier diameter is less than 450mm diameter, use 4 N12. For diameters on every one, where the spacing between fly braces would exceed the
equal to and over 450mm, use 4 N16. maximum specified below for the relevant column/rafter size:
The plans provided here are the latest at the time of print. Earlier plans • C150 - maximum 1800mm spacing
provided may have become outdated due to engineering changes and should Concrete Slab • C200, C250 - maximum 2200mm spacing
not be used. The plans and drawings are extensive and give all the information
* Footings and slabs, including internal and edge beams, must be founded on • C300 - maximum 2800mm spacing
needed for a competent person to erect the building. The building is not
natural soil with a minimum allowable bearing capacity of 100kPa. Design • C350 - maximum 2800mm spacing
designed to stand up by itself when it is partially complete. Consequently,
construction bracing is critical during erection. covers soil classifications of A, S, M, H1 or H2 for a class 10 building. • C400 - maximum 2800mm spacing
* The footing designs have been calculated with adhesion values of 0kPa, Initial measurement is from the haunch of the column/rafter, and from the
The owner has been requested to check off the BOM after the building 25kPa and 50kPa for clay soils and dense sand soils only. rafter for any end wall mullions.
delivery. You should check that you are able to locate all materials nominated * A site specific geotechnical investigation has not been performed. The * Open bays to have fly bracing fitted to every available girt supporting the
in the BOM. You should also confirm that the length and size (including builder will need to verify the soil type and conditions. header sheets.
thickness), nominated in the BOM is what has been provided. Any missing * Site conditions different to those specified require a modified design. * All bracing strap ends to be located as close as practical to structural
items are the responsibility of the client once correct delivery has been * Sub grade shall be excavated and compacted to a minimum of 100% member's (columns, rafters, mullions) centerline.
confirmed as per Terms and Conditions of Sale. standard dry density ratio and within 2% of the OMC to comply with AS2159.
* Designs are in accordance with AS 3600:2018 BOLTS
DESIGN CRITERIA * All concrete to be in accordance with AS 3600:2018. Minimum 25 Mpa, with * Unless otherwise nominated, all bolts are grade 4.6
These building plans have been prepared to comply with the standards 80mm slump. * All tensioned bolts shall be tensioned using the part turn method (refer to
nominated in the engineer's letter. All plans are not to Scale. * Concrete should be cured for 7 days before commencing construction of the AS4100). For the erector, full details are in the construction manual.
building.
* Refer to connection details. OTHER MATERIALS NOTES
ADDITIONAL DOCUMENTATION TO BE SUPPLIED BY PURCHASER/OWNER * Saw construction joints to be 25mm deep x 5mm wide. Saw cuttings shall
The Purchaser/Owner is responsible for: take place no later than 24 hours after pouring. Saw construction joints to be * All Sheeting, Flashing and framing screws are Climaseal 4.
*Provision of Soils Report for the site and in the building area on which the placed at a maximum spacing of 6.3m (in both the length and the span). Care * All purlin material has Z350 zinc coating with minimum strength of 450MPa.
building is to be erected should be taken to avoid construction cuts intersecting where any fixing to the
slab is to be made.
*Site Plan and Drainage Plans
* Where columns or end wall mullions have been removed, piers are not
*Any other plans not covered by these engineering plans requested by the
required.
local Council or the authority
* End wall mullion spacing may move due to location of openings or doors.
Check layout and component position plan, and relocate piers as required.
BUILDING CONSTRUCTION REQUIREMENTS * The Slab Plan indicates those parts of the slab which are 50mm below main
The Purchaser/Owner is to be ensured that all building construction is carried slab/piers.
out in accordance with the Plans, the Construction Manual and the Bill of
Materials (BOM). For Class A, S or M Sites
* Slab thickness to be a minimum of 100mm with SL 72 mesh and 40mm top
TEMPORARY SUPPORT, LIFTING AND SHORING cover.
The design of temporary propping shoring, lifting and support during
construction has not been undertaken and is not included in our engagement. For Class H1 or H2 Sites
This work is the responsibility of the Contractor undertaking the construction of * Slab thickness to be a minimum of 100mm with SL 82 mesh and 40mm top
the building. cover.
* Perimeter beams 400mm deep x 300mm wide with Y12 3 bar Trench Mesh
SLAB DETAILS - GENERAL
to the perimeter of the building.
* The minimum size of Piers under the columns and End Wall Mullions are nominated * Internal beams 400mm deep by 300mm wide with Y12 3 bar Trench Mesh at
on the Material Specifications Plan. When the slab and piers are poured as one pour, a max spacing of 6.2m.
the depth of the pier is to the bottom of the slab.
BRACING NOTES
* Refer to Connection Details.
* All Cross Bracing is achieved with 1.2mm Strap G450.
Revision Date Initial Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
General Notes Seller: THE Shed Company Sunshine MIE Aust. (Registered NER Structural) 5276680
Coast QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
NOT FOR CONSTRUCTION Name: NND Holdings Pty Ltd Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Phone: 0416 277 223
Page 1 of 1 Fax:
Signature: John Ronaldson
©Copyright Steelx IP Pty Ltd Email: [email protected]
Date: 24/08/21
Drawing # TSSC214004 - 2 Print Date: 24/08/2021
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Page 2
Apex Engineering Group PTY LTD
ACN 632 588 562
MIE Aust. (Registered NER Structural) 5276680
QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Layout Seller: THE Shed Company Sunshine Coast
NND Holdings Pty Ltd
NOT FOR CONSTRUCTION Phone: 0416 277 223
Not to Scale Fax:
© Copyright Steelx IP Pty Ltd Email: [email protected]
Signature:
Drawing # TSSC214004 - 3 Print Date: 24/08/21 John Ronaldson
Date: 24/08/21
Page 3
MATERIAL SPECIFICATIONS
For further information regarding the tabulated values shown, refer to the General Notes
Building Dimensions
Categories Span Length Pitch Height Grid(s) Portal(s)
Main Building 8 9 15 5.2 A-B 1-4
Portal Frame Elements
Grid / Portal Number 1 2 3 4
Columns A C25024 C25024 C25024 C15024
B C25024 C25024 C25024 C15024
Rafters A - Apex C20024 C20024 C20024 C15019
Apex - B C20024 C20024 C20024 C15019
End Wall Mullions Z - - - C15019
Apex Braces Apex [email protected] [email protected] [email protected] -
Bay Section Elements
Grid / Bay Number 1 2 3 Maximum
Bay Widths 3 3 3
Roof Purlins (refer to Purlin And Girt Plan) Z100 Z100 Z100
Roof Purlin Spacing (End) A - Apex 0.9 0.9 0.9 0.900
Apex - B 0.9 0.9 0.9 0.900
Roof Purlin Spacing (Internal Spans) A - Apex 1.072 1.072 1.072 1.200
Apex - B 1.072 1.072 1.072 1.200
Eave Purlin A XC15012 XC15012 XC15012
B XC15012 XC15012 XC15012
Side Girts (refer to Purlin And Girt Plan) Z100 Z100 Z100
Side Girts Spacing (End) A 1.242 1.242 1.242 1.700
B 1.242 1.242 1.242 1.700
Side Girts Spacing (Internal) A 1.242 1.242 1.242 1.700
B 1.242 1.242 1.242 1.700
End Bay Section Elements
Grid / Portal Number 1 4 Maximum
End Girts (refer to Purlin And Girt Plan) Z100 Z100
End Girt Bridging (Rows) A-Z - YES (1)
Z-B - YES (1)
End Girts Spacing (End) A - Z 0.12 1.242 1.700
Z - B 0.12 1.242 1.700
End Girts Spacing (Internal) A - Z 0.12 1.242 1.700
Z - B 0.12 1.242 1.700
Cladding Elements
Category Colour Product
Roof Sheeting COLORBOND® steel CORODEK® 0.42 BMT (0.47TCT)
Roof Flashings COLORBOND® steel BlueScope 0.55 BMT
Wall Sheeting COLORBOND® steel CORODEK® 0.42 BMT (0.47TCT)
Wall Flashing COLORBOND® steel BlueScope 0.55 BMT
Pier Sizes
Depth (m) - with
Slab
Adhesion (kPa) Soil Description Diameter (m) BP1 BP2 BP3
0 Sandy Soil 0.3 - - 0.9
0.45 1.2 0.8 0.45
0.6 0.9 0.5 0.45
0.3 - - 0.6
Revision Date Initial Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
Specification Sheet Seller: THE Shed Company Sunshine MIE Aust. (Registered NER Structural) 5276680
Coast QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
NOT FOR CONSTRUCTION Name: NND Holdings Pty Ltd Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Phone: 0416 277 223
Page 1 of 2 Fax:
Signature: John Ronaldson
©Copyright Steelx IP Pty Ltd Email: [email protected]
Date: 24/08/21
Drawing # TSSC214004 - 4 Print Date: 24/08/2021
Page 4
MATERIAL SPECIFICATIONS
For further information regarding the tabulated values shown, refer to the General Notes
Pier Sizes (Continue)
Depth (m) - with
Slab
Adhesion (kPa) Soil Description Diameter (m) BP1 BP2 BP3
25 Soft to Firm Clay 0.45 0.9 0.8 0.45
0.6 0.9 0.5 0.45
50 Stiff to Very Stiff Clay 0.3 - - 0.6
0.45 0.9 0.7 0.45
0.6 0.9 0.5 0.45
Revision Date Initial Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
Specification Sheet Seller: THE Shed Company Sunshine MIE Aust. (Registered NER Structural) 5276680
Coast QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
NOT FOR CONSTRUCTION Name: NND Holdings Pty Ltd Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Phone: 0416 277 223
PAGINATION Fax:
Signature: John Ronaldson
©Copyright Steelx IP Pty Ltd Email: [email protected]
Date: 24/08/21
Drawing # TSSC214004 - 4 Print Date: 24/08/2021
Page 5
Cross Bracing is achieved with 1.2mm Strap. Refer to Connection Details.
1 2 3 4
5200
LEFT SIDE
APEX HEIGHT 6272 APEX HEIGHT 6272
A Z B B Z A
3000 3000 3000
1 2 3
8000 9000 8000
LEFT END RIGHT END
5200
RIGHT SIDE
Revision Date Initial Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
Bracing Seller: THE Shed Company Sunshine MIE Aust. (Registered NER Structural) 5276680
Coast QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
NOT FOR CONSTRUCTION Name: NND Holdings Pty Ltd Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia NOT TO SCALE Phone: 0416 277 223
Page 1 of 1 Fax:
Signature: John Ronaldson
©Copyright Steelx IP Pty Ltd Email: [email protected]
Date: 24/08/21
Drawing # TSSC214004 - 5 Print Date: 24/08/2021
Page 6
These dimensions are provided as a guide only. It is the responsibility of the concreter to confirm that all dimensions are correct.
Refer to Material Specifications Plan for BP dimensions.
BP1 BP2 BP2 BP3
2864 3000 2870
3822
48
7542
7542
7542
7644
BP3
3822
BP1 BP2 BP2 BP3
8734
Revision Date Initial Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
Concrete Piers Seller: THE Shed Company Sunshine MIE Aust. (Registered NER Structural) 5276680
Coast QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
PIER MEASUREMENT ONLY. NOT FOR CONSTRUCTION Name: NND Holdings Pty Ltd Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia NOT TO SCALE Phone: 0416 277 223
Page 1 of 1 Fax:
Signature: John Ronaldson
©Copyright Steelx IP Pty Ltd Email: [email protected]
Date: 24/08/21
Drawing # TSSC214004 - 6 Print Date: 24/08/2021
Page 7
Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
MIE Aust. (Registered NER Structural) 5276680
QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Slab Dimensions Seller: THE Shed Company Sunshine Coast
NND Holdings Pty Ltd
Also refer to Concrete Piers Plan. NOT FOR CONSTRUCTION Phone: 0416 277 223
Not to Scale Fax:
© Copyright Steelx IP Pty Ltd Email: [email protected]
Signature:
Drawing # TSSC214004 - 7 Print Date: 24/08/21 John Ronaldson
Date: 24/08/21
Page 8
Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
MIE Aust. (Registered NER Structural) 5276680
QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
Connection Details Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Seller: THE Shed Company Sunshine Coast
NOT FOR CONSTRUCTION NND Holdings Pty Ltd
Phone: 0416 277 223
Not to Scale Fax:
Page 1 of 5 Email: [email protected]
© Copyright Steelx IP Pty Ltd
Signature:
Drawing # TSSC214004 - 8 Print Date: 24/08/21 John Ronaldson
Date: 24/08/21
Page 9
Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
MIE Aust. (Registered NER Structural) 5276680
QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
Connection Details Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Seller: THE Shed Company Sunshine Coast
NOT FOR CONSTRUCTION NND Holdings Pty Ltd
Phone: 0416 277 223
Not to Scale Fax:
Page 2 of 5 Email: [email protected]
© Copyright Steelx IP Pty Ltd
Signature:
Drawing # TSSC214004 - 8 Print Date: 24/08/21 John Ronaldson
Date: 24/08/21
Page 10
Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
MIE Aust. (Registered NER Structural) 5276680
QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
Connection Details Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Seller: THE Shed Company Sunshine Coast
NOT FOR CONSTRUCTION NND Holdings Pty Ltd
Phone: 0416 277 223
Not to Scale Fax:
Page 3 of 5 Email: [email protected]
© Copyright Steelx IP Pty Ltd
Signature:
Drawing # TSSC214004 - 8 Print Date: 24/08/21 John Ronaldson
Date: 24/08/21
Page 11
Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
MIE Aust. (Registered NER Structural) 5276680
QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
Connection Details Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Seller: THE Shed Company Sunshine Coast
NOT FOR CONSTRUCTION NND Holdings Pty Ltd
Phone: 0416 277 223
Not to Scale Fax:
Page 4 of 5 Email: [email protected]
© Copyright Steelx IP Pty Ltd
Signature:
Drawing # TSSC214004 - 8 Print Date: 24/08/21 John Ronaldson
Date: 24/08/21
Page 12
Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
MIE Aust. (Registered NER Structural) 5276680
QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
Connection Details Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Seller: THE Shed Company Sunshine Coast
NOT FOR CONSTRUCTION NND Holdings Pty Ltd
Phone: 0416 277 223
Not to Scale Fax:
Page 5 of 5 Email: [email protected]
© Copyright Steelx IP Pty Ltd
Signature:
Drawing # TSSC214004 - 8 Print Date: 24/08/21 John Ronaldson
Date: 24/08/21
Page 13
Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
MIE Aust. (Registered NER Structural) 5276680
QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
Flashing Fixing Details Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia Seller: THE Shed Company Sunshine Coast
NOT FOR CONSTRUCTION NND Holdings Pty Ltd
Phone: 0416 277 223
Not to Scale Fax:
Page 1 of 1 Email: [email protected]
© Copyright Steelx IP Pty Ltd
Signature:
Drawing # TSSC214004 - 9 Print Date: 24/08/21 John Ronaldson
Date: 24/08/21
Page 14
ROOF (TOP VIEW) Notes:
Brackets are not shown. Refer to Specification Details
for more information. Opening members not labeled.
LEFT SIDE
XC15012 (PL1) XC15012 (PL2) XC15012 (PL3)
Z10010 (AL1) Z10010 (AL2) Z10010 (AL3)
Z10010 (AL1) Z10010 (AL2) Z10010 (AL3)
C20024 (Y1)
C20024 (Y2)
C20024 (Y3)
C15019 (Y4)
Z10010 (AL1) Z10010 (AL2) Z10010 (AL3)
Z10010 (AL1) Z10010 (AL2) Z10010 (AL3)
RIGHT END
LEFT END
Z10010 (AR1) Z10010 (AR2) Z10010 (AR3)
Z10010 (AR1) Z10010 (AR2) Z10010 (AR3)
C20024 (Y1)
C20024 (Y2)
C20024 (Y3)
C15019 (Y4)
Z10010 (AR1) Z10010 (AR2) Z10010 (AR3)
Z10010 (AR1) Z10010 (AR2) Z10010 (AR3)
XC15012 (PR1) XC15012 (PR2) XC15012 (PR3)
RIGHT SIDE
Revision Date Initial Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
Purlin and Girt Plan Seller: THE Shed Company Sunshine MIE Aust. (Registered NER Structural) 5276680
Coast QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
NOT FOR CONSTRUCTION Name: NND Holdings Pty Ltd Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia NOT TO SCALE Phone: 0416 277 223
Page 1 of 4 Fax:
Signature: John Ronaldson
©Copyright Steelx IP Pty Ltd Email: [email protected]
Date: 24/08/21
Drawing # TSSC214004 - 10 Print Date: 24/08/2021
Page 15
Notes:
LEFT END ELEVATION Brackets are not shown. Refer to Specification Details
for more information. Opening members not labeled.
900 900
1072
1072
C15012 (DROP-1-1)
1072
1072
120
900 900
Z10010 (C1-1) Z10010 (C1-2)
120
RIGHT SIDE
LEFT SIDE
C25024 (ZR1)
C25024 (ZL1)
5029 5029
8000
Revision Date Initial Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
Purlin and Girt Plan Seller: THE Shed Company Sunshine MIE Aust. (Registered NER Structural) 5276680
Coast QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
NOT FOR CONSTRUCTION Name: NND Holdings Pty Ltd Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia NOT TO SCALE Phone: 0416 277 223
Page 2 of 4 Fax:
Signature: John Ronaldson
©Copyright Steelx IP Pty Ltd Email: [email protected]
Date: 24/08/21
Drawing # TSSC214004 - 10 Print Date: 24/08/2021
Page 16
Notes:
RIGHT END ELEVATION Brackets are not shown. Refer to Specification Details
for more information. Opening members not labeled.
900 900
1072
1072
1072
1072
900 900
Z10012 (C4-1) Z10012 (C4-2)
1243
1243
Z10012 (C4-1) Z10012 (C4-2)
C15019 (M-4-1)
1243
1243
RIGHT SIDE
LEFT SIDE
Z10012 (C4-1) Z10012 (C4-2)
C15024 (ZR4)
C15024 (ZL4)
1242
1242
Z10012 (C4-1) Z10012 (C4-2)
1242
1242
Z10012 (C4-1) Z10012 (C4-2)
179 179
8000
Revision Date Initial Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
Purlin and Girt Plan Seller: THE Shed Company Sunshine MIE Aust. (Registered NER Structural) 5276680
Coast QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
NOT FOR CONSTRUCTION Name: NND Holdings Pty Ltd Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia NOT TO SCALE Phone: 0416 277 223
Page 3 of 4 Fax:
Signature: John Ronaldson
©Copyright Steelx IP Pty Ltd Email: [email protected]
Date: 24/08/21
Drawing # TSSC214004 - 10 Print Date: 24/08/2021
Page 17
Notes:
LEFT ELEVATION Brackets are not shown. Refer to Specification Details
for more information. Opening members not labeled.
XC15012 (PL3) XC15012 (PL2) XC15012 (PL1)
1243
1243
Z10010 (BL3) Z10010 (BL2) Z10010 (BL1)
1243
1243
RIGHT END
LEFT END
C15024 (ZL4)
C25024 (ZL3)
C25024 (ZL2)
C25024 (ZL1)
Z10010 (BL3) Z10010 (BL2) Z10010 (BL1)
1242
1242
Z10010 (BL3) Z10010 (BL2) Z10010 (BL1)
1242
1242
Z10010 (BL3) Z10010 (BL2) Z10010 (BL1)
179 9000 179
RIGHT ELEVATION
XC15012 (PR1) XC15012 (PR2) XC15012 (PR3)
1243
1243
Z10010 (BR1) Z10010 (BR2) Z10010 (BR3)
1243
1243
RIGHT END
LEFT END
C25024 (ZR1)
C25024 (ZR2)
C25024 (ZR3)
C15024 (ZR4)
Z10010 (BR1) Z10010 (BR2) Z10010 (BR3)
1242
1242
Z10010 (BR1) Z10010 (BR2) Z10010 (BR3)
1242
1242
Z10010 (BR1) Z10010 (BR2) Z10010 (BR3)
179 9000 179
Revision Date Initial Apex Engineering Group PTY LTD
Purchaser Name: ACN 632 588 562
Purlin and Girt Plan Seller: THE Shed Company Sunshine MIE Aust. (Registered NER Structural) 5276680
Coast QLD : RPEQ No. 24223; TAS : 185770492; VIC : PE0003848; N.T : 303557ES;
NOT FOR CONSTRUCTION Name: NND Holdings Pty Ltd Practising Professional Structural & Civil Engineers
Site Address: 9 Rules Rd Pomona QLD 4568 Australia NOT TO SCALE Phone: 0416 277 223
Page 4 of 4 Fax:
Signature: John Ronaldson
©Copyright Steelx IP Pty Ltd Email: [email protected]
Date: 24/08/21
Drawing # TSSC214004 - 10 Print Date: 24/08/2021