PlanDocumentation TSSC214004

  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  provided may have become outdated due to engineering changes and should                           Concrete Slab                                                                                  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